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PROPERTY BOUNDARY 6a SOLID PVC 70E DRAIN 8"PVC PIPE ---- <br /> € - - OUTFALL PIPES- TO LOWER BOULDER e I t <br /> 6"PVC TOE DRAIN PIPE THESE PIPES WILL TIE INTO AN EXISTING DITCH <br /> PROPERTY BOUNDARY DAM CREST CENTERLINE ALIGNMENT - - 8"PVC PIPE WHICH 011ALLS- <br /> .- TO THE LOWER BOULEER DITCH u <br /> 7777 <br /> __ __ _____ - <br /> - - - �— - __-_ --._____- _ _ -.._ --_ -_____ _____ __-__-_- __.. ____.__ _ __ _-- _ _ _____ _ __ <br /> -_______ -____ -_ ______ - .. TOE DRAIN MANFIC E <br /> "_ - - - FLOW MEASI.RF-MEN <br /> .STRUCTURE <br /> NCWCD <br /> - I , <br /> --5060' EASEMFNT <br /> I. �f>f. __ __ ( , --. - -_.�•� _ - -- — ::.-- -....., -=�.• t — —i, \ \ �';'! NCWCD 36"1' <br /> PIPELINE <br /> 1 <br /> 1 � 1 <br /> HIGH L I WATER LEVEL i <br /> _ .. �� FENCE <br /> y <br /> - 5062.0 FT <br /> �I - DAM CREST EXTENTS : <br /> ELEV. 5065FT <br /> NE <br /> OUTLET TRENCHIi I U <br /> RL'SL'RVOIR CL'LL 2A - EXCAVATED INTOIN�0 CLA50�FT <br /> EL <br /> —702 ACRE FT <br /> � I I <br /> -- 38.3 ACRES (H#L=5062.0 FT) <br /> RESERVOIR INLET STRUCTURE <br /> '.I (SEF MERRICK SHEET HS-67, 2A INLET) RESERVOIR N� T STRUCTURE <br /> 1 (SEE ME-f FiS-63) <br /> V <br /> !DE SLOPES 3H.IV �� I RESRESERVOIR 2A TO <br /> 2 R A SHEET_ <br /> - €�RESERVOIR 2 TRANSFER \, <br /> ( <br /> I HS 62, ITEM <br /> qo RESERVOIR 2A 24"DIP IAUGER LED <br /> ET STRUCTURE <br /> L <br /> 1 OUT E <br /> (I'� <br /> � (SEE MERRICK SHEET HS 63) I 'I <br /> NG� <br /> -.a'IJDARI' ' - _ - \� - .,, -. i :y24 RESERVOIR 2A BYPASS PIPE:_ <br /> —24"DIP UNDERGROUND IN7�RCONNECT PIPES <br /> �< �. - - ------ - - (SEE MERRICK SHEET HS-63, ITEM 2) -.(SEE MERRICK SHEET HS 64) - <br /> -_ INLET <br /> 2A SHEET <br /> \ <br /> BOX RESERVOIR MERRICK S �4 <br /> _ - <br /> R <br /> - <br /> H S 61 ITEM <br /> y � � <br /> NOTES: <br /> 1. THE HORIZONTAL AND VERTICAL DATUMS ARE BASED ON THE ' � '�.,,;� - _ �'j - _ �GRAVEL ACCESS ROAD `? <br /> / BTRENCH PLUGS FOR THE30"PVC <br /> CITY OF LAFAYETTE'S LOCAL GRID AS ESTABLISHED BY "'-at,�- - BYPASS PIPE, EACH 0 FEET FROM y T� <br /> SURVEYING FIRM GEOSERV OF LAFAYETTE CO. THE GRID IS - - " = / THE 2-2A INLET BOX, SEE DETAIL 2 `, 30"PVC BYPASS <br /> Y— ` <br /> TRANSLATED +311.976' NORTHING AND +768.609 EASTING _ - ` ' ' _ r` - r �� �� ON SHEET C-50 m .PIPE(DESIGN N07 PART <br /> a= ' FROM THE STATE PLAN NORTH ZONE COLORADO COORDINATE _ a IS SUBMITTAL)1 OF THIS AL) <br /> SYSTEM. THE VERTICAL DATUM IS SHIFTED -3.41FT FROM THE <br /> I NAVD 88 DATUM, THE HORIZONTAL AND VERTICAL REFERENCE -- <br /> POINT IS THE NGS DATA POINT DOMENICO (PID AI3559). op <br /> CE <br /> 30'PVC BYPASS <br /> 2 DSEE SHEETS AM PLANS. C-12 THROUGH C-16 FOR DETAILED EMBANKMENT'. EXCESS MATERIAL STOCKPILE -- PIPE �+ NCW(CD 80' SECTION LINE <br /> _ EA MENTDRAINAGE SWALE SLOPE SHALL INCLUDE REVETMENT AS SPECIFIED <br /> 3. SEE SHEETS C.-20 THROUGH C-27 FOR EMBANKMENT DAM IN APPENDIX F4 OF 774E GOOSE HAVEN RESERVOIR COMPLEX EXPANSIOIJ ERIMETER DRAINAGE <br /> 4i SECTION VIEWS. PROJECT- CELL 2A BREACH INUNDATION MAPPING REPORT y SWALE <br /> -FENCE - <br /> -MERRICK, JULY 2020 - <br /> I 4. SEE SHEETS C-30 AND C-31 FOR TYPICAL EMBANKMENT <br /> DETAILS - <br /> 5. SEE SHEET C-50 FOR TYPICA.I-- FIFE TRENCH DETAILS <br /> � <br /> f' <br /> -.. _ - -- _. --tom`-r-^,-a..-*-.' - - _....-n--•-w-.•-w -' - _ ....�..o-..--o--o--�--'. <br /> PROPERTY BOUNDARY FENCE _ <br /> ONNER -__- -__--_ COFIIAAGTOR _ —_.—_— PROJECT 51EET <br /> REVISIONS <br /> GOOSE HAVEN RESERVOIR C-11 <br /> ' D ROCK PRODUCTS OF COLORADO L.L.C. �Weiland.lnc. CELL 2A <br /> CITY OF LAFAYETTE P.O. BOX 893 EMBANKMENT DAM / RESERVOIR of zs <br /> _- w eur�r DRA4NlJG NO. <br /> BROOMFIELD, CO 80038 <br /> SITE PLAN <br /> 0 <br /> -- GD FRE NAME PLOT WTE APPROVED -TE OESIGHED C1fCRE0 ORA'Mi O«'JTRAOT WTE BA.JOB SCAlE <br /> Fn EUBt �xT Diu PLAN RJD>.c 4 23 21 PFW RB PEW Aril 22, 2021 113136-000 i"=75' <br />