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\ \ � CONCRETE <br /> TOWER BASE i I <br /> \\\ <br /> \ \ \ <br /> \ \ TREIBERA <br /> (NOTE 1) <br /> CONTRACTOR ••\ <br /> `•\ \\ \ Soon \\ \ STAGING AREA <br /> \ \ l "`CCC �FENCE <br /> \ \\ IMPACT BASIN \\ of / QT <br /> \ \ <br /> \ \ (SEE DWG G \1) \ �o,,Gq• <br /> \ \ \ \\ DOTED INTAKE <br /> •\ \\ \\ _ 8-103+ / STRUCTURE R \` <br /> (SEE DWG G2) GATE OPERATOR/,' ,,,\ •,\ ` ,••\ <br /> ••\ APPROX ° \\ \\ - �?C AND VENT PIPE <br /> SAN SEWER <br /> LOCATION <br /> \\ \ POND 2 TO TREIBER A\\\ I ,• \ <br /> °\ \ INTERCONNECT \ - - --_ / /�, •,� •\ <br /> • \ / IMPACT BASIN <br /> \ _\ (SEE DWG G2) <br /> D APPROX <br /> B-1 \ \\\ \ / TREIBER A TO TREIBER B �, •\. <br /> 7RI-DISTRICTS \� \\ / INTERCONNECT <br /> I - \ CONSTRUCTION (NOTE 4) •, <br /> GATE OPERATOR • EASEMENT Sp?�- r�\ <br /> AND VENT PIPE \ (NOTE 3) CONTRACTOR S:- \ / .�" STAGING AREA `TREIBER B <br /> 1 •\ \\ S:03o (NOTE 5) •� <br /> OVERLAND PONDS POND 1 i 8-101�\ <br /> (NOTE 7) <br /> GATED INTAKE \\ \ _ \• \ \\ / \ ••\ _i \ <br /> o STRUCTURE \ _ �, / \\ /' •`1 <br /> i MAINTAIN HABITAT <br /> ACCESS RAMP <br /> 'I 100 POUDRE RIVER \ \\ ° \I RIVE RE RIVER TRAIL \ <br /> TRAIL EASEMENT \ 1\ <br /> OVERLAND PONDS <br /> EXISTING INTAKE <br /> BY OTHERS <br /> -- 4-1— \ <br /> - \ / CONTRACTOR <br /> STAGING <br /> A spa •\ \ \ \ / <br /> STAGING AREA <br /> APPROX <br /> n •\ POND 1 TO POND 2 I - - - - \ \ \ ,•\ <br /> 0 <br /> EXISTING 24'ID SRPE I j OVERLAND PONDS <br /> •\ INTERCONNECT , I POND 1 TO POND 2 - <br /> - IMPACT BASIN - -- _ - - - _ _ _ \\ ••\ <br /> �503C— —(SEE DWG SX) - - - -_- -_--- --_`__- \ <br /> \ \ <br /> 5040 <br /> APPROX °\ \\ ,•\ <br /> a GATED INTAKE POND 2 TO POND 3 •\ • \ <br /> STRUCTURE EXISTING 26'ID HDPE \ \ \ <br /> (SEE DWG G3) .INTERCONNECT ,••\ • \ \\ ••IN, <br /> GATEOPERATOR <br /> VENT / IMPACT BASIN \ •,\ <br /> o ' N CONTRACT) <br /> (SEE IDWG G3) ,•\ \ <br /> o <br /> 3 6, \ \ <br /> SG o / \ NNI <br /> '- OVERLAND PONDS POND 3 ••`\ \\\ \ ,••\ <br /> NOTES - (NOTE 8) \ \\ <br /> 1 TREIBER A TOPOGRAPHY BASED ON RECLAMATION SLOPE - ,•\ \ \ ,•\ <br /> DESIGN TO BE CONSTRUCTED,OCTOBER 2014 <br /> 2 TREIBER B TOPOGRAPHY NOT SURVEYED <br /> 0 3 SURFACE CONSTRUCTION ACCESS PROHIBITED WITHIN <br /> m CONSTRUCTION EASEMENT <br /> E <br /> 4 FINAL LOCATION FOR TREIBER A TO TREIBER B INTERCONNECT <br /> TO BE DETERMINED DURING TREIBER A RECLAMATION SLOPE Attention <br /> a CONSTRUCTION,OCTOBER2014 Designed P.EGGERS OVERLAND PONDS AND DWG NO <br /> ti 5 LOCATION OF TREIBER B CONTRACTOR STAGING AREA TO BE 0 1 Checked C MASCHING TRI DISTRICTS TREIBER INTERCONNECTS G-5 <br /> -2 DETERMINED UPONDEWATERINGOFTREIBERB,OCTOBER2014 0 1W 200 �� Drawn S MICKELL 4424 LAPORTE AVENUE <br /> ~ 6 OVERLAND PONDS POND 3 TOPOGRAPHY NOT SURVEYED If this scale bar Approved By P EGGERS E I Consultants FORT COLLINS,COLORADO 80526 <br /> SCALE,FEET does not measure 1 10/07/14 90%DESIGN REVIEW PJE 2625 Redwing Street,Suds 370 SHEET NO. <br /> 7 OVERLAND PONDS POND 1 TOPOGRAPHY NOT SURVEYED 1'then drawing u Fort Collins,Cobredo 60526 PLAN OF MODIFICATIONS 5 Of 18 <br /> a not onginal scale NO DATE ISSUE/REVISION APP Approval Date 970-22a-7342 GEI Project 1406040 <br />