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�• ' W _ J <br /> l .�"} r • ♦ )� # CP-PIKE <br /> N 1406531.5L <br /> .ii✓t i �__r V • E-3209189.27 <br /> �, �• - 1 .:....,,....•, `^� pyLl • ELEV#4683.59 <br /> � , '•+ iy'++., •.` �j1J' SET/4 REBAR WITH _ <br /> [Q 30 <br /> LH-2F ' / �`1' �\ 2' ALUMINUM CAP KSI N-1406482.87 <br /> ,♦ra. �• . , ♦ W . \.• - _ E-3209334.46 <br /> ��� ELEV-4683.93 <br /> t ` • „-••__- SET BOO <br /> N(tIL <br /> �j <br /> Ir O EDGE OF WATER <br /> 2-10-2011 � <br /> `� ♦ + ELEV. 4677.8 B2 <br /> • �' • •� ♦ •i r 15• CMP VERTICAL� <br /> 1 - !!! ! A• �� TOP OF GRATE-4680.7 II <br /> - <br /> �` •. :-'"�� /'-,--.- •_ I 15" CMP <br /> `, 1• I it f TOP=4677.9 .�.J 1. SEE BOREHOLE LOGS PROVIDED BY LYMAN HENN AND <br /> • • / u�Cj 11� KLEIHFELDER FOR INFORMATION. BOREHOLE LOGS AND <br /> �L fV GEOTECHNICAL INFORMATION CAN BE FOUND IN PROJECT <br /> •` i t ' / �1 - _ il SPECIFICATIONS. <br /> CITY OF GREELEY V II 2. GROUNDWATER LEVELS WERE RECORDED DURING <br /> �UMITS OF DRILLING. ELEVATIONS ARE APPROXIMATE. <br /> • ' / i'•. e I I DISTURBANCE <br /> BOREHOLE 2&M GROUND WATER EL <br /> 2 li �� ,` i:'• 4 I 82 12-52-5-2008 4683.9 <br /> 84 12-5-2008 4676.E <br /> 'Il j 1 ; '` a 85 12-4-2008 4677.0 <br /> 1 l tl r 1 B6 12-4-2008 4676.7 <br /> " - • A j I� 88 12-4-2008 4575.7 <br /> OMITS OF LH-2-F 6-14-2006 4673.15 <br /> l' DISTURBANCE �! I�LH-3F <br /> NCE LH-3-F 6-14-2006 4872.44 <br /> i� M� II LH-4-F 6-6-2006 4677.25 <br /> 1} CAR L HILL LH-5-F 6-7-2006 4682.84 <br /> t j1 3. PROPERTY BOUNDARIES OBTAINED FROM WELD COUNTY, <br /> ' B4 ,• .•. GIS DEPT. 2007. FOR INFORMATION PURPOSES ONLY. <br /> - <br /> - I! 4. AREA OF DISTURBANCE TO BE FINISH GRADED AND <br /> SEEDED WITH RIPARIAN GRASS MIX (EXCLUDING ROADS, <br /> WASH OUT AND CULTIVATED AREAS). FINAL GROUND <br /> PREPARATION AND SEEDING TO BE COMPLETED BY <br /> 1 CGEXISTING CONTRACTOR. CONFORM TO SECTION 14-VEGETATION AND <br /> ' EXCLUDE TANK <br /> j B7 ! ROAD IRRIGATION OF THE CITY OF GREELEY DESIGN CRITERIA AND <br /> BATTERY FROM t�� CONSTRUCTION SPECIFICATIONS - STORM DRAINAGE VOL II' <br /> e •,/ i , STAGING AREA MARCH 2007. NO SOIL AMENDMENTS WILL BE REQUIRED. <br /> 5. LIMIT USE OF STAGING AREA SHOWN TO MINIMUM AREA <br /> .I' I BARBED MIRE FENCE NEEDED- - i NEEDED TO FACILITATE PROJECT. <br /> pl CP-KOKANEEI� `��•.'�\ 8. CULTIVATED AREAS TO BE RESTORED TO G000 ARABLE <br /> 2 r`• N-1405238.28 I li I;;;T\ -- -. ,,�ti r <br /> W E-3207603.9E III;�':t�,i •�� CONDITION ACCEPTABLE TO THE OWNER. ALL ROADS, PADS, <br /> I"r„ STRUCTURES, STOCKPILES AHD OTHER MATERIALS TO BE <br /> p ELEV-4687.1 I �• 1 }tY'',3s"� t`t r REMOVED. COMPACTED AREAS SHALL BE TILLED BY DISC OR <br /> R h . ♦ �� 4 ♦ p FOUND /4 REBAR WITH OTHER METHOD ACCEPTABLE TO THE OWNER. CONTRACTOR <br /> `: <br /> �I 2' ALUMINUM CAP KSI - -- N., t 1E WASH t' i SHALL CONSULT WITH OWNER FOR SEEDING INSTRUCTIONS. <br /> '¢ CPTTGRAYUNG I _ -' `,. AREA <br /> N-t405O82.93 I- __ -"- l ,1? r 7. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION <br /> ------ ------------------ <br /> 86-- <br /> E-320701 9.7t ,-•� I CONTROL ACTIVITIES. ALL EROSION CONTROL ACTIVITIES <br /> Z ELEv�4688.81 fl; SHALL CONFORM TO THE REQUIREMENTS OF 'SECTION <br /> ti SET,t4 REBAR N1TH - _ - -� r'�. .. `t,,, <br /> _ _ 13-CONSTRUCTION SITE SEDIMENT AND EROSION CONTROL" <br /> O 2' AWAYNQEI CAP KSI .-- _•.-- -- - _ --1 ? }i }- i OF THE CITY OF GREELEY 'DESIGN CRITERIA AND <br /> --'-- y •• _ f � , CONSTRUCTION SPECIFICATIONS-STORM DRAINAGE VOL II', <br /> 0 } ' T / `� �• %f, -. _ - a-STRANo ! ' ••`'4•si'r1rc..�°7-" 1 MARCH 2O07. <br /> _-, __..- ! :" '' '�••� BARRED VARE <br /> V - - _ - - S. SEE DETAIL 1 SHEET 18 FOR EROSION CONTROL <br /> Q t GENERAL NOTES. <br /> • • i . _ <br /> e 1 � �L3.. �__-' •" - - -- � - -- � Y RE� DISTURBANCE <br /> T �j OMITS OF <br /> ELF/ 9. BIKE TRAIL TO BE KEPT OPEN AND ACCESSIBLE <br /> W -� }'' :.t v✓•�r'r- '' ,X ___ -�' !• - - CP-CINL ARTS E - �`I THROUGHOUT PROJECT. CONTRACTOR SHALL PROVIDE WHAT <br /> FOUND /4 REBAR W/ PEDESTRIANSS FICCONTROL IS NECESSARY TO SAFEGUARD <br /> FSTREET W YELLOW PLAS71C CAP � AND CYCLISTS FROM EQUIPMENT CROSSING <br /> 410 FT TO V, N-1405138.03 TRAIL <br /> _ I DOG E-3207663.5E <br /> THE ' EL-4686.E DIAZ <br /> i I I PARK SOUTH WW <br /> LOWELL ONE LLC ' i I PRIVATE ROAD N' B8 L o <br /> NO SITE ACCESS 1 /o <br /> 90 <br /> nvslons: CONTOUR INTERVAL a.n <br /> REV1 1-FOOT COCOG13.03 SRP THE BOYD IRRKMT10N COMPANY � /, <br /> p REV3 N ANdERSON CONSUIIINCI ENgINEERS,INC. BOYD AND FREEMAN DITCH v <br /> I, 1'=100' SITE PLAN �� <br /> REVa CJP/SRP Civil W rn Resmrrce. F.mimnmenml GREELEY REACH REPAIR �� <br /> W2 C1RC®IIS ':•LL+,M"n..Muu.h.i.fm(d6wa f().v,3:3 <br /> REVS 0 50 100 200 0311 61201 1 ^'l-�^'•' ' AND HILL REACH IMPROVEMENTS <br /> REV6 CJP/BAA yQT <br />