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HomeMy WebLinkAboutTED4003247.50 0 N N i � a NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING O CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 RIM ELEVATION 4&Q.-GO $OO.Ob FRAME AND LOCKING COVER MARKED "DRAIN". SEE C.O.R. STD PLAN BR29. RISER ELEVATION 391:96 PAD Ll,;F 18" S©' ' 6 GRAVEL �1 a' C E a ,- ACCESS % -' 12' ROAD S N ST 4+03.26, 16 3" x 0.90 GAUGE 390 C a CD SUPPORT TYP SUPPORT BRACKET`. T URB I & V ED RATE " I 392 RtN(` 404. 3 -0 CTRS. MIN. POND OUTLET 390----- 394 IE 39 .70 18" I E 3 4.2 N E, S r� N_ m .C_ O O �E E-+ < U _ -zw � �� Nw ..� 010 0 V) Q = a 3 > o a 0 o z 0 i n Q i w Q �o m I EL 399.0 I 3 EMERGENCY OVERFLOW SPILLWAY & PAD N EL 3Q8_0 `r, — -- — _—_---------- DETENTION ----- 1 — V EL 392.0 2 WATER QUALITY BOTTOM OF 1y EL 388.0 POND EL 387.0 1' SEDIMENT STO RAG E 6' TOP OF POND EL 399.0 2 /�i�////�r7 - FINISHED GRADE PON n SECTION SCALE 1 1 Y — _ DETENTION 2 WATER QUALITY �1 EXISTING BOTTOM OF GRADE POND EL 387.0 POND SECTION SCALE 1"=10' I I 4- CO00, o� t 12' ACCESS ROAD TOP OF POND j��j,/� 2 EL 399.0 s ELBOW RESTRICTOR V ELEVATION 396.50 s> cy) 0) W 18" CMP CROSS r7 a FLOW RESTRICTOR C7 STAND PIPE. 392 ~ OUTLET ELEVATION 392.98 39Z.01 SEE STORM PROFILE FOR PRIMARY ORIFICE CONTINUATION ELEVATION 390.00 392-' EL 398.5 OVERFLOW WS-] EL 398.5 EMERGENCY DESIGN WS OVERFLOW WS o EL 398.0 0 /\ //\\//\7//7%' COMPACTED EMBANKMENT 39 WITH ROUND CLEAN 1.39 DIA. ORIFICE CUT IN 12 GA. PLATE & WELDED TO 39B _ ALUM. CMP CROSS. 1 I ors EL 398.0 1' ROCK LINING 1' MIN 4"-6" QUARRY S PALLS EMERGENCY OVERFLOW SPILLWAY N.T.S. EL 398.0 0 EL 392.0 GRAVEL \ ACCESS cr EL 388.0%%//%//%/%/ice/ice/i�i� ROAD �— FINISHED 1' SEDIMENT GRADE STORAGE sxUPE � G 332 /\,\� •. s LAB z N a w REMOVABLE WATERTIGHT COUPLING OR FLANGE. 6" MAX. ALUM. RESTRICTOR PLATE WITH ROUND CLEAN 2.44" DIA. ORIFICE CUT IN 12 GA. PLATE & WELDED TO ELBOW. ELBOW RESTRICTOR DETAIL N LET E=39��0 39I.7 SHEAR GATE W CONTROL ROD FOR CLEANOUT DRAIN BEND ROD AS REQ. FOR VERTICAL ALIGNMENT W/ COVER) SEE KCRS DWG. 53 CONTROL STRUCTURE N.T.S. EXISTING GRADE 4"-6" QUARRY SPALLS NON -WOVEN FILTER FABRIC RIP RAP PAD DETAIL N.T.S. "THESE LANS ARE "AS -BUILT" 'AND THE INFORMATION SHOWN .ACCURATELY REFLECTS EXISTING FIE' i- ONDITIONS AS OF THIS WILL AM SHUPE HOLM ERG FLU 'i ,; a OUTFALL PIPE cn cn cn O w w w O 0 O E2 U U U U w U U U 0 0 0 0 uwi cwn uwi O O O IL a LO N �' N p W ti cj Q P' 0 z CO N ; � w N .� W co0 ; J � 1 � ���b:Q• °°Q�i"� w _ a W o W V m zG,u 1 0­4 1 § � O = V N U -- Z 3�a w z� w s > o z z a ICJ U w O RECOMMENDED FOR APPROVAL 0- By; , ? Date: /Z /Z ZObe DATE JOB N0. By: Date: DWG NO. By: Date: c J I'I J Lij r-n 0 W Z z O p I Z 10 W W Q I— z C w z 0 U z w w_ w J 2 U cn 04/22/2005 n 0 y y M A x z m x N 446 __4 By: Date: 18 �F 18