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HomeMy WebLinkAboutTED4003232.3SW SEC 32, TWN 23N, RNO SE LLl 0 CU ui LL z w Q w Z O 1 � W Q w Q > T w I'' � W w w O uJ IQ W IW � r LJ LLJ rl TW y TYPE 1I-60" CATCH BASIN _ 78" 149' - � EA STANDARD GALVANIZED STEPS 4' ROUND, SOLID, LOCKING LID MARKED DRAIN" WITH LOCKING BOLTS OUTLET OF TEE SECTION SHALL GROUT (TYP) BE SM007HED WALL METAL PIPE � J � 147' WITH OUTSIDE DIAMETER 1/4" \ LESS THAN INSIDE DIAMETER OF CONNECTING PIPE ° 18" RESTRICTOR ELBOW, SEE DETAIL \ A CLEANOUT W/ 8" SHEAR GATE PLAN VIEW EL. 389.13 ALUMINUM LIFT ROD, SECURE TO STEP I' HIGH X 4' LONG 18" RESTRICTOR ,,""'j. JAILHOUSE EL. 385.05 (CR) �� JAILHOUSE EL. 384.53 (CR) 3" ELBOW, EL. 7 � . g4 383.77 - DESIGN WA TER SURFACE ORIFICE D/A. 4-ELEVATI0N 384.60 /+ CLEANOUT W B" SHEAR GATE (SEE COR SP D-27) 6" ELBOW, EL. 444. 4r 383.08 ORIFICE D/A. 5-%8" -n.(GROUT (TYP) 17'-18"44� 3.53X EL. 7 H 1-9�- _17'-18" OUTLET-10.35X INLET 380.88 . PIPE SUPPORT 2 3" x .075" ALUMINUM N EL. -4� 378.93 r STANDARD GAL VAN/ZED STEEL WELD 12 GA. BOTTOM PLA 1E STEPS OR LADDER WITH 3-%"0 ORIFICE, SHARP 2' MIN. EDGE, SHOP DRILLED IN PLATE 2 N �- EL. 376.98 SECTION VIEW THE BLUE LINE E3FROLJP 25 CENTRAL WAY, SUITE 400 KIRKLAND, WA 98033 P:425.216.4051 F:425.216-4052 WWW-THEBLUELINEGROUP-COM CB 223, TYPE //-60/1 FLOW RESTRICTOR SCALE. 1" = 2' REMOVABLE WATERT7GHT COUPLING OR WELD TO STANDPIPE I.E. (SEE RESTRICTOR DETAIL) 6" 6" MIN. MAX. WELD ELBOW WITH ORIFICE DRILLED IN 12 GA END PLATE wADti�'�,o ELBOW DETAIL NOT TO SCALE cn � 0 1 z� 2 3 F, FCISTER�. �, ��'/°NAL AS BUI LT EXPIRES: 5/5/ 06 NO. 400 fti_Ji, S 4 7TH ST (SEE ROAD SECTION, SHEET 12)....... PROPOSED 6' HIGH CHAIN LINK FENCE PROPOSED GUARDRAIL PROPOSED ; "Iml PROPOSED CURB AND GUTTER PROPOSED RETAINING WALL (SEE GEOTECH PLAN- NOT A PART OF THIS PERMIT) EX. RETAINING ✓TALL TO BE REPLACED 17'-18" ® , 3-H:�' 3.53.t' 18" OUTFALL /E 7379 9-z= 380.28 3 3 MAIN AVE S PROPOSED (SEE ROAD SECTION, SHEET 12) PROPOSED 6' HIGH GUARDRAIL CHAIN LINK FENCE I PROPOSED SIDEWALK SA WCU T TRA CT `B ` LINE - (PRIVATE DRAINAGE/ACCESS EASEMENT) - -- - - - - - - PROPOSED TOP EL. 389.50 RESTRICTOR CURB, GUTTER AND FLOW LINE EX. GROUND (TYP) /3' BENCH BERM EL. 386.00 ... ...... - 7 DESIGN -WATER SURFACE -- �. = ELEVATION 384.60 PROPOSED RETAINING WALL �9+ (SEE GEOTECH PLAN- NOT 18" 1E 3 t 96 379.12 A PART OF THIS PERMIT) W/ TRASH RACE_ _ - -- 17 -1B" TOP OF DEAD STORAGE 381.00 -10.33�' _ .... 18" OUTLET IE 3H�-96 380.88 CELL 2 BOTTOM PROPOSED EL. 377.50 GRADE (TIP) A 4DO TRACT D PROPOSED 4' HIGH SPLI T (OPEN 91ACE) RAIL FENCE 390 „ 15' MAINTENANCE ACCESS ROAD PROPOSED GRADE (TYP) 3BO ELEVATION 384.60 TOP OF DEAD STORAGE 381.00 - - PROPOSED RETAINING WALL' P� (SEE GEOTECH PLAN- NOT', A PART OF THIS PERMIT) _ 3BO CELL 2 BOTTOM EL. 377.50 No o a of 00 co Q N CC EXISTING GROUND / PROPOSED GRADE (TYP) (TYP) POND SECTION C-C SCALE: 1 1 O' f IORZ. 1 "= 5 ' VERT. RESTRICTOR NOTES Rm 217 1. EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED 1N ACCORDANCE WITH THE 7. FRAME AND LADDER OR STEPS ARE TO BE OFFSET SO THAT.• 11. ALTERNATE CLEANOUT/SHEAR GATES TO THE DESIGN SHOWN ON DWG. D-27 ARE ACCEPTABLE, REQUIREMENTS FOR CATCH BASIN TYPE 2, 54" MINIMUM DIAMETER. A. CLEANOUT GATE IS VISIBLE FROM TOP. PROVIDED THEY MEET THE MATERIAL SPECIFICAT70NS ABOVE AND HAVE A SIX BOLT, 10 B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND GATE. 3/8" BOLT CIRCLE FOR BOLTING TO THE FLANGE CONNECTION. 2. FOR DETAILS SHOWING GRADE RING, LADDER, STEPS, HANDHOLDS, AND TOP SLABS, SEE C. FRAME IS CLEAR OF CURB (lF ANY EXISTS). STANDARD PLAN MISCELLANEOUS CATCH BASIN DETAILS". 12. CLEANOUT GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING AS SHOWN ON "MAX OPENING 8. MULT7-ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR ALL ON ONE SIDE OF RISER TO ASSURE OF GATE" ON DWG. BRO5 BY LIM177NG HINGE MOVEMENT STOP TAB, OR SOME OTHER 3. PIPE SUPPORTS AND RESTRICTOR/SEPARATOR SHALL BE OF THE SAME MATERIAL, LADDER CLEARANCE. SIZE OF ELBOWS AND PLACEMENT TO BE DETERMINED BY THE ENGINEER. DEVICE. AND BE ANCHORED AT 3' MAX/MUM SPACING BY 5/8" DIA. STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED 2" IN WALL. 9. RESTRICTOR PLATES WITH ORIFICE AS SPECIFIED IN THE CONTRACT PLANS. OMIT PLATE IF FOR OIL POLLUT70N ONLY. SPECIFIED OPENING TO BE CUT ROUND AND SMOOTH. 4. THE RESTRICTOR/SEPARATOR SHALL BE FABRICATED FROM .060" ALUMINUM, OR .064 ALUMINIZED STEEL, OR .064" GALVANIZED STEEL PIPE. • IN ACCORDANCE WITH 10. CLEANOUT/SHEAR GATE.- AASHTO M 36, M 196, AND M 274. GALVANIZED STEEL SHALL HAVE TREATMENT 1. -ALUMINUM ALLOY PER ASTM B-26-ZG-32A OR CAST IRON ASTM A48 CLASS 30B AS REQUIRED. 5. OUTLET SHALL BE CONNECTED TO CULVERT OR STORM PIPE WITH A STANDARD COUPLING -LIFT HANDLE EITHER SOLID OR TUBING WITH ADJUSTABLE HOOK AS REQUIRED. BAND FOR CORRUGATED METAL PIPE, OR GROUTED INTO THE BELL OF CONCRETE PIPE. -NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE. -MA77NG SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT. 6. THE VERTICAL RISER STEM OF THE RESTRICTOR/SEPARATOR SHALL BE THE SAME DIAMETER -FLANGE MOUNTING BOLTS SHALL BE 3/8" DIAMETER STAINLESS STEEL. AS THE HORIZONTAL OUTLET PIPE, WITH AN 8" MINIMUM DIAMETER. PER COR COMMENTS FRB 3 02 0 511V°: SCALE. PER SOUTH BOUNDARY ENCROACHMENT ADK 6 30 0 1 =50 IZOKrVERTICAL NAVD 131 �ti DETENTION POND PLAN AND DETAILS �i i HORIZONTAL• NAD 19BJ 1991 �� CITY O F 01 /14/05 DESIGNED: BOOK PAGE: PAGE T TKB 12 12 0 BR/AN DARROW, PE R EN TON DRAWN: FLAV10 BA/NOrn =11 THE RESERVE AT STONEHAVEN DRAWING : G" BR/AN DARROW, PE ONE INCH AT FULL SCALE Planning/Building/Public Works Dept. LUA-©4-1303-ECF PP/ LND- 1 D-134 1 1 � 04-08Z IF NOT ONE INCH REVISION BY DATE AP P R APPROVED' SCALE ACCORDINGLY BR/AN DARROW, PE 11 13 SGAriMED MAY 0 12006 ,aa 1-23z3217 IAI-ININININIA14