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Home My WebLink AboutR-4080187CHAINLINKFENCE rI 11 STA 8+19.95, 35.18'LT I ¢ - ELEV.=323.5 - S J E z ■ o oyA 11 STA 8+70.55, 37.89'RT ELEV.=323.5 I 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 3�8 326 NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. JERSEY BARRIERS SECONDARY ISOLATOR ROW (TYP.) 6 INFILTRATION ROW (TYP.) 6 JEFFERSONA VENUE NE 5 - _ PRIMARY ISOLATOR ROW 6 p p -- __ p p - - - - - - - - - - T CHAINLINKFENCE STA 11+52.43, 245.921T _ '- ---1- --_ ___---- -------__ _ _ ----- ---- __ELEV.=323.5 A - - - - - - - - - - - - _ - - - - - - - - \ ------------ I On 0 co co M M M N I I; I I I I I I I III I co M co 11 STA 9+70.53, 46.26'LT I oyA I I I I I I I M co ELEV.=323.5 I I I I I I IOy 1 II I I I\ I I I I oyA I I I I I IoA I I I I I I I I I I I I I I °yo II I I I I I I I °yA I g o A I I I II III I I I I I I � 5o 124" SD (TYP.) OI I CB200, TYPE 2- 48" 7 I 2q I I I I I I °yA jI I °yA oyA I CB205, TYPE 2- 72" I I I I I I II II � 7 o I I I I I I I I I I I NO \ I I I I �yA �yA y\ CB210, TYPE 2- 72" 7 I I I INFILTRATION FACILITY MANIFOLD DRAINAGE STRUCTURE PLACEMENT STIR STA./ STIR. SUMP STIR. TYPE/ OUTFLOW PLACEMENT STIR. NO. OFFSET RIM ELEV. ELEV. DIAM. PIPE LENGTH DETAIL 10+06.50 CB200 330.0 313.19 TYPE 2 - 48" 8.97' TYPE A 1.31' L 10+27.52 CB205 329.8 313.19 TYPE 2 - 72" 7.21' TYPE B 1.56' L 10+49.07 CB210 nor 313.19 TYPE 2 - 72" 6.74' TYPE B 1.81' L 329.65 10+70.63329.3 CB215 313.19 TYPE 2 - 72" 6.31' TYPE B 2.07' L 329.47 11+35.28 CB220 926.� 313.19 TYPE 2 - 72" 8.91' TYPE B 2.84' L 328.79 11+56.83 CB225 n�- 313.19 TYPE 2 - 72" 8.45' TYPE B 3.09' L 328.59 11+78.39 CB230 328.3 313.19 TYPE 2 - 72" 7.97' TYPE B 3.35' L 328.48 11+99.94 CB235 328.8 313.19 TYPE 2 - 72" 7.57' TYPE B 3.61' L 328.58 12+21.49 CB240 313.19 TYPE 2 - 72" 7.07' TYPE B 3.86' L 328.89 12+43.16 CB245 329.1 313.19 TYPE 2 - 72" 10.69' TYPE B 4.12' L 12+60.25 CB250 329.5 - 313.19 TYPE 2 - 60" 2.75' TYPE A 11.01' L 328.44 12+76.76 CB255 29.8 - 313.19 TYPE 2 - 48" 5.35' TYPE A 19.33' L 329.9 12+91.96 CB260 338.8 313.19 TYPE 2 - 48" 5.37' TYPE A 29.27' L 329.95 i I DESIGNER DRAWN BY CHECKED BY CD TT RG DO NO. REVISION COMMENTS BY REVIEW DATE n , ADDENDUM NO. 1 CDD CDD 09/19/2023 z SI 001 - ACCESS ROAD PROFILE VERTICAL ADJUSTMENT CDD CDD 03/19/2024 a SI 002 - GRATED VAULT TOP DELETION CDD CDD 05/01/2024 a i / 07-MR0 4 1 0 Rwg ELEV.=323.5 \11 �` 1 O%x o yA CB225, TYPE 2- 72" 7 I I I I I I I III I I I J I \ \ \\\ \\ \ \\\\ \\\ \\\\ \\\ \\ \\ \ \ \\ \ \I INFILTRATION CHAMBER F, 24" SD 30, TYPE 2 - rS 72" 7 MANIFOLD VAULT, SEE SHEET C412 TA1FOR DETAILS 6 LF 24" 22 1+84.00, 38.06'LT JI I III JI II JJ J II JJ I II I I JJ J II ELEV.=323.5 \ \ \ 3 o O STA 12+61.96, 73.85'LT 24" SD 11 \ \ \ \ \ \ \ \ \ \ \ CB235, TYPE 2 - 72 7 ELEV.=323i 5 I \ \ \ \ \ \ \ \ \ \ \ \ 4 \ \ CB240, TYPE 2 - 72" TYPE 2- 72" I I I I I I I I I \ \ \ \ STA 12+44.13, 40.05'LT I I I I I ELEV\ 23.5 CB250, TYPE 2 - 60" o IIIIIII I CB235, TYPE 2 - 48" 1 7 \ OCB105, TYPE 2 - 48" \ \\�\\ \ 3 24" SD o A 1 II STA 10+90.82, 34.47'RT\\\\ \ \ \ \\ 1 \ 0/1CB260, TYPE 2 - 48" 7 I \ \ \ \ TREATMENT VAULT, SEE \ \ \ \ \ \ \ \ SHEETS C413-C414 FOR \ \ \ \ DETAILS tiA I I I yA \ \ \ \ \\ \\ 24" SD (T%P!) I I \\ / 9 36"SD 3 MATCHLINE SEE DWG C402 STA 13+00 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 CONSTRUCTION NOTES CONSTRUCTION CENTERLINE, SEE SHEET C101 FOR DETAILS. 2OINSTALL DRAINAGE STRUCTURE, TYPE AND SIZE PER PLAN AND PROFILE. SEE STRUCTURE PLACEMENT DETAIL ON SHEET C410. OINSTALL STORM SEWER PIPE, LENGTH, SIZE AND SLOPE PER PLAN AND PROFILE. SEE SHEETS C403-C404 FOR PROFILES. OMAINTENANCE ACCESS ROAD, SEE SHEETS C501-0510 FOR DETAILS. OSTORMWATER INFILTRATION FACILITY, SEE SHEETS C301-C310 FOR DETAILS. O6 STORWMATER INFILTRATION FACILITY ROW TYPE PER DETAIL AND SECTION ON SHEET C310. 07 INSTALL MANIFOLD DRAINAGE STRUCTURE, TYPE, SIZE, AND PLACEMENT STYLE PER TABLE ON THIS SHEET. MANIFOLD DRAINAGE STRUCTURES HAVE SAME INVERTS, IE=315.19. SEE SHEET C410 FOR TYPE A AND TYPE B PLACEMENT DETAILS. �8 INSTALL 24" DIAM. MANIFOLD PIPES BETWEEN MANIFOLD DRAINAGE STRUCTURES AND INFILTRATION FACILITY CHAMBERS PER DETAIL ON SHEET C310. LENGTH OF PIPE CONNECTION (INSIDE EDGE OF DRAINAGE STRUCTURE TO INFILTRATION CHAMBER) PER TABLE ON THIS SHEET. MANIFOLD PIPES SHALL HAVE PIPE BEDDING PER COR STD PLAN 220.10. Zj INSTALL TREATMENT VAULT DRAIN. SEE SHEET C414 FOR DETAILS. 10 INSTALL RECTANGULAR BI-DIRECTIONAL VANED GRATE PER COR STD. PLAN 204.30. 11 BOTTOM OF PLAY FIELD PER STATION, OFFSET AND ELEVATION SHOWN ON THIS SHEET. 12 DRIVEWAY ENTRANCE SHALL BE PER COR STD PLAN 104.4. CONCRETE APRON SHALL BE 8-FEET IN WIDTH, BEHIND EXISTING CURB, TO MEET STREET STANDARDS. 13 EXISTING STORM DRAINAGE TO REMAIN. PROTECT DURING CONSTRUCTION. 14 CONNECT TO EXISTING DRAINAGE PIPE OR STRUCTURE. 15 POTHOLE EXISTING UTILITY AT CROSSING PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER IF CONFLICT EXISTS. 16 INSTALL HYDRODYNAMIC SEPARATOR STRUCTURE. SEE SHEET C411 FOR DETAILS. 17 INSTALL FLOW SPLITTER STRUCTURE. SEE SHEET C412 FOR DETAILS. 18 EXISTING UTILITY TO BE RELOCATED PER SHEET C502. 19 PLUG EXISTING OVERFLOW STORMWATER PIPE AT SHOWN LOCATION PER WSDOT STD SPEC. 7-08.3(4). STORMWATER PIPE SHALL NOT BE PLUGGED UNTIL PROPOSED STORMWATER SYSTEM IS CONNECTED TO EXISTING MONROE AVE TRUNKLINE AND PROPOSED INFILTRATION FACILITY IS ONLINE. 20 INSTALL CAP ON BELL END OF PIPE TO ALLOW FUTURE CONNECTION BY OTHERS. 21 CONNECT TO EXISTING DRAINAGE PIPE PER SPECIAL PROVISIONS 7-05.3(9). CUT EXISTING PIPE WHERE NECESSARY. PLACE NEW 36" PVC STUB TO CONNECT TO EXISTING CMP TO EACH SIDE AND CONNECT STUB TO EXISTING PIPE PER WSDOT STD. PLAN B-60.40-01, TYPE K. 22 INSTALL 24" DIAM. MANIFOLD PIPE CONNECTION FROM MANIFOLD VAULT TO PRIMARY ISOLATOR ROW, LENGTH PER PLAN. 23 INSTALL RECTANGULAR VANED GRATE PER COR STD. PLAN 204.20 24 INSTALL 24" DIAM. MANIFOLD PIPES BETWEEN ALL MANIFOLD DRAINAGE STRUCTURES. MANIFOLD PIPES SHALL HAVE PIPE BEDDING MATERIAL PER COR STD PLAN 220.10. GENERAL NOTES 1. ALL STORM SEWER PIPE SHALL BE POLYPROPYLENE WITH SMOOTH INTERIOR UNLESS NOTED OTHERWISE. 2. STATION AND OFFSET, AND RIM ELEVATION SHOWN REFERENCE CENTER OF STRUCTURE. SEE SHEET C410 FOR STRUCTURE PLACEMENT DETAIL. 3. STATION AND OFFSET ARE PER ACCESS ROAD ALIGNMENT OTHERWISE STATED. 4. VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 5. CATCH BASIN COVER SHALL BE ORIENTED AS SHOWN ON PLAN. 6. ALL DRAINAGE STRUCTURES SHALL HAVE SOLID LOCKING CIRCULAR FRAME AND COVER PER COR STD PLAN 204.50 UNLESS OTHERWISE SPECIFIED. COVERS SHALL BE MARKED "DRAIN". 20 0 20 40 SCALE IN FEET CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER SITE GRADING AND DRAINAGE IMPROVEMENTS PLAN C401 DRAWING NO. R-408018 I SHEET: 18 of 36 © 2023 OTAK, INC.