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HomeMy WebLinkAboutR-372352TBLOCK —COR w 0 0 U w J LL Uj U) Z Z W w o a- Q 0 W m J FINISHED GRADE A T BERM TOP BERM. ELEV. = 412.75 POND BTU. ELEV. = 402.00 DETENTION / WETPOND SECTION NOT TO SCALE A PORTION OF THE SE 1,/4 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 E, W.M. DETENTIOW WETPOND SECTION NOT TO SCALE 'aN 0 TYPICAL POND SIGN NOT TO SCALE III, 24" SPECIFICA'T`IONS: Size: 48 inches by 24 inches Material: 0.125 -gauge aluminum Face: Non- reflective vinyl or 3 coats outdoor enamel (sprayed). Lettering: Silk screen enamel where possible, or vinyl letters. Colors: Beige background, teal letters. Type face: Helvetica condensed. Title: 3 inch; Sub - Title: 11/2 -inch; Text: I inch; Outer border: 1/8 inch border distance from edge: 1/4 -inch; all text 13/4 -inch from border. 3' _ 6" (tYp) Posts: Pressure treated, beveled tops, 1'/2 -inch higher than sign. Installation: Secure to chain link fence if available. Otherwise install on two 4 "x4" posts, pressure treated, mounted atop a gravel bed, installed in 30 -inch concrete filled post holes (8 -inch minimum diameter), with the top of sign no higher than 42 inches from ground surface. Placement: Face sign in direction of primary visual or physical access. Do not block any access road. Do not place within 6 feet of structural facilities (e.g. manholes, spillways, pipe inlets). Note: If the facility has a liner to restrict infiltration of stormivater, the following note must be added to the face of the sign: "This facility, is lined to protect groundwater quality. " In addition, specific information about the liner must be added to the back of the sign as specified in Section 6.2.4. Approved by: Approved by: Approved by: Copyright 4 2014 CPH Consultants, LLC. All Rights Reserved. Amroved bv: CITY OF RENTON Date: Date: Date: Date: FINISH GRADE AT BERM 1 � CONSTRUCTION PERMIT APPROVAL 2 AS- BUILTS NO. REVISION 2' Q J J 0 U W W w °z Y EMERGENCY OVERFLOW WATER SURFACE ELEV. 4.1 0 m 12" TYR- F "`4-8" MINUS QUARRY SPALLS AT SPILLWAY AND OVERFLOW CREST z � Max ; UNDISTURBED NA TI VE OR SUITABLE COMPACT IMPORT SOIL MATERIALS POND ACCESS ROAD NO T TO SCALE 1:M P0rr 17FdrV 14ZPr_n1unA 0VN M/PDPi nw cpi i i XA1AV nCTA I I NOT TO SCALE J BS 105/01 1 1 J BS"� GG 03/16/1 J BS,,� AMIE B. SCHROEDER Waft PETER EVANS oECKM JAMIE B. SCHROEDER BY DATE AP P R mP �pROVED SOMF- VOMAL PWM IM N/A Ho"oNrK: uric 1983/1991 PE d ONE "o" DATUM AT MILL 90ALE PE F Nor OW PCH sMS IIC0011111I)IMMY 12' MIN. S =2.07 MAX. TOP POND (BERM) 12" COMPACTED DEPTH 3 QUARRY SPALL, TYPE I 1 (T'•) D EMERGENCY D OVERFLOW WS ELEV. n D F SECTION. SPILLWAY This pond is in our care. Stormwater &~ is held hm aher storms. It is released SPILL WAY sla*wly or shred urM the nsxt storm when it is Pond mplaced by incomkV ftm. This helps prevent W. S. ELEV. downslream NoodkV and erosion and helps LENGTH FT clean the avatar. For more irdormation or to report =- Z ^ Z h0wiM vandalism or odw problems, can M Department of Natural Resources Facilities fhttantansnce at (206) 2961100. EMERGENCY Pond Name and Number 0 TYPICAL POND SIGN NOT TO SCALE III, 24" SPECIFICA'T`IONS: Size: 48 inches by 24 inches Material: 0.125 -gauge aluminum Face: Non- reflective vinyl or 3 coats outdoor enamel (sprayed). Lettering: Silk screen enamel where possible, or vinyl letters. Colors: Beige background, teal letters. Type face: Helvetica condensed. Title: 3 inch; Sub - Title: 11/2 -inch; Text: I inch; Outer border: 1/8 inch border distance from edge: 1/4 -inch; all text 13/4 -inch from border. 3' _ 6" (tYp) Posts: Pressure treated, beveled tops, 1'/2 -inch higher than sign. Installation: Secure to chain link fence if available. Otherwise install on two 4 "x4" posts, pressure treated, mounted atop a gravel bed, installed in 30 -inch concrete filled post holes (8 -inch minimum diameter), with the top of sign no higher than 42 inches from ground surface. Placement: Face sign in direction of primary visual or physical access. Do not block any access road. Do not place within 6 feet of structural facilities (e.g. manholes, spillways, pipe inlets). Note: If the facility has a liner to restrict infiltration of stormivater, the following note must be added to the face of the sign: "This facility, is lined to protect groundwater quality. " In addition, specific information about the liner must be added to the back of the sign as specified in Section 6.2.4. Approved by: Approved by: Approved by: Copyright 4 2014 CPH Consultants, LLC. All Rights Reserved. Amroved bv: CITY OF RENTON Date: Date: Date: Date: FINISH GRADE AT BERM 1 � CONSTRUCTION PERMIT APPROVAL 2 AS- BUILTS NO. REVISION 2' Q J J 0 U W W w °z Y EMERGENCY OVERFLOW WATER SURFACE ELEV. 4.1 0 m 12" TYR- F "`4-8" MINUS QUARRY SPALLS AT SPILLWAY AND OVERFLOW CREST z � Max ; UNDISTURBED NA TI VE OR SUITABLE COMPACT IMPORT SOIL MATERIALS POND ACCESS ROAD NO T TO SCALE 1:M P0rr 17FdrV 14ZPr_n1unA 0VN M/PDPi nw cpi i i XA1AV nCTA I I NOT TO SCALE J BS 105/01 1 1 J BS"� GG 03/16/1 J BS,,� AMIE B. SCHROEDER Waft PETER EVANS oECKM JAMIE B. SCHROEDER BY DATE AP P R mP �pROVED SOMF- VOMAL PWM IM N/A Ho"oNrK: uric 1983/1991 PE d ONE "o" DATUM AT MILL 90ALE PE F Nor OW PCH sMS IIC0011111I)IMMY 12' MIN. S =2.07 MAX. TOP POND (BERM) 12" COMPACTED DEPTH 3 QUARRY SPALL, TYPE I 1 (T'•) D EMERGENCY D OVERFLOW WS ELEV. n D F SECTION. SPILLWAY SPILL WAY OVERFLOW TOP POND SPILL WAY SPILL WAY ^O a CREST ELEV. W. S. ELEV. BERM LENGTH FT SIDE SLOPE =- Z ^ Z M D s I N EMERGENCY I 412.05 412.25 412.75 6.0' 3:1 k/ C P 14 ww-m3l CONSULTANTS Site Plannrng • OW Engnwq CALL BEFORE Land Use CO�t1� a �t�apnent � YOU DIG 733 7th Mrenue. Slime loo 1 itinctend,lMA 99033 1$ 10- 424 -rJS$$ Phone: (425) 28 2390 I FAX: (425) 2Wr23M www.cphconsultants.com WE CITY OE LIBERTY GARDENS 02/21/1 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS �E R ENTON == � DRAWING %C Planning /Building /Public Works Dept. STORM DRAINAGE POND PLAN AND DETAILS C3.21 5-EE-: O�P 22 40 IAI-INININI\ IAIA 4 ON V _ E tJ E E Z ^O a C nr Z m =- Z ^ Z M D s I N P. A :o cn T. � a- 'Z Z m D D T ON D E tJ E E M < a)E { _ Z =- Z ^ Z n N D T D M a)E { _ Z D n