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I <br /> G I os -. <br /> ,� 20 GRAND JUNCTION0107� \ 2 NOTE: COORDINATES SHOWN ON THIS <br /> O P ��� ° / / DRAINAGE DISTRICT EASEMENT �� DRAWING ARE MESA COUNTY LOCAL <br /> -n o Q� � . / I �A z <br /> �� RECORDED BOOK 1116 PAGE 481-484 �--��P,�� �y / �,, I �t COORDINATES DATA WITH NAVD 88 - <br /> G� / I I I �5. F,10"NRCP <br /> G \ QP / ,� _� ELEVATIONS. <br /> 4 10, <br /> HQ <br /> oo > / <br /> ¢ ° I I Zcq I 0 ,- O O � U) x <br /> 3 w I <br /> LEGEND a o_ , 'S0 oF`° �° o J <br /> Q� /� LEAH MORARIO 04 00 K) w � , s �_ Q <br /> m Z / / i I 3446 F 3/4 ROAD �N N w '0 ? Q <br /> o / _ <br /> m I CLIFTON CO �'~ - D � a m o < ` <br /> 3 0 <br /> o 1� / z(o= O Z SE CORNER <br /> I MESA COUNTY SURVEY MONUMENT v 0 O� / 2941 -062-00-110 r- m � m / / <br /> ` / 0°+ �Ge 3s MH o� I �' °' Q N E1 4 N W1 4 <br /> » I Z. <br /> N o o SECTION 6 <br /> �p RIM 4735.98 I o c~i I N <br /> R2E, U.M. <br /> - - PROPERTY LINE �, ,+ FL(E) 8 NRCP 4730.55 I Z U)Z o T1 S, <br /> WEST BOSLEY DRAIN I Q BM ELEV 4729.86 <br /> GJDD EASEMENT LINE / �� �` EDGE PVMT I Q II N-48662.65 <br /> B F 3 4 ROAD A - - - - - - - - - - - E-134240.05 <br /> / 78.5' X " <br /> I _ 24 RCP <br /> B OW - - - CL DRAIN -,,, - - _ y <br /> - - - - - - - 24 RCP 45 ELBOWS <br /> D » <br /> SCOTT R DAMS <br /> SW CORNER I BRnw 211.6 X 66 RCP LAURENA MAYNE DAVIS <br /> / / <br /> N W1 4 N W1 4 I I x o_ I I I i 3453 F 3/4 ROAD <br /> SECTION 6 <br /> T1 S, R2E, U.M. O m �- B m A - J � 2941-061-00-022 <br /> c0 � <br /> N-48664.22 x U z �oN N� own m� ' m Z <br /> - - - z _ z I- z �- z i-- o - i <br /> E-131601.99 O - ozM OZM� 0zM� OZMc Q W J <br /> 3z wI wig - w � � - w � � <br /> P U C+ Cfl r` Cfl I- SO I-- rn(o I- ,n o <br /> X U W M 4 I U w i c� w M� I c� w M� m I <br /> op its X (n w z I X O z ( cn z I z <br /> SSG mod- � Q ¢ � Q ¢ 7) -5Q ¢Z - <br /> N 00 Wn.z O Wn.Z Wo z Wa0 U <br /> x � N I d- z � �a z � �a oo z � (�a ry z � �° `° I SHEET 1 OF 2 <br /> QUtnaf W QU (o� = OO QUcow < (�) QU ( 0 <br /> 13E <br /> CHAD PRYOR o' W Q � o <br /> �_ m I WALTER K TRACKER (n m I o o '�' w o o HENCHY WASTE DRAINAGE SYSTEM <br /> MICHELE PRYOR J I moo I 3441 F- 3/4 ROAD in o o w I Lo o o I � O ;n o 0 <br /> J J r W W I N W 17� ( w <br /> - O W o w o w w WEST BOSLEY DRAIN <br /> 670 34 1/4 ROAD - 2941-062-00-019 to m w co t� w N w <br /> 0 c� c� c� U W coy <br /> S � 0 o O W Q o <br /> 2941 062-00-148 Q� I Q 0 Q 0 I Q 0 z m �- O a 0 NW1/4 SECTION 6, T1 S, R2E, U.M. <br /> Q N z w _z w T_ z w Q J I z w MESA COUNTY COLORADO <br /> wwwo Q Q mid" Q Ow � � Q ' <br /> 0 <br /> O) <br /> G�G I � � � I p I 0 I N 0 I O toN 0 f ,.< <br /> ASBUILTS <br /> Y i I o <br /> r7 MAY 2004 <br /> N Cif . <br /> m <br /> Z SCALE: 1"= 50' <br /> - - - - �p�p J UNCr <br /> LO <br /> o GRAND JUNCTION DRAINAGE DISTRICT <br /> �; 0 25 50 100 150 722 — 23 Road P.O. Boa 55246 S 91 <br /> Grand Junction CO. 81505 <br /> E r <br /> r <br /> I (970) 242-4343 <br /> A S <br /> GE DI <br /> 1461 L.F. OPEN DRAIN <br /> S = 1.17% <br /> SIPHON GRADE <br /> II <br /> S = 3.81 <br /> 113.3 L.F. ;OPEN DRAIN 234.9 ! L.F. OPEN' DRAIN 245.5 L.F. OPEN DRAIN 1276 L.F. OPEN DRAIN <br /> - - - S = 1.01% S = 1.15% S = 1.04% S 1.05% <br /> 4750 ( v4750 <br /> 7.7' X 60" RCP 22.5 L.F. 60" RCP 48.8 L.F. 66" RCP 40.8 L.F. 66" RCP - <br /> s = 100.00% is = 13.78% S = 1.07% S - 1.13� » <br /> 98.4 LF. 60" RCP - 241.73 L.F. 66 RCP <br /> s = 0.44x S = 0.53% <br /> 4745 �..� _ __-- -_ 30.0 L.F. 48 RCP <br /> _ - _ , __ _ _ 4745 <br /> Z <br /> 48" MH <br /> RIM 4741.91 <br /> 4740 <br /> 4740 <br /> If <br /> a 7'4" X 9'4" CONC BOX <br /> x - _ BOTTOM 60" F RCP <br /> TOP ELEV 4734.2 SOUTH EDGL OF PVMT <br /> 4735_ _ - - - ELEV 4733.27 F 3/4 ROAD <br /> _ __ _ _ _ _ __ 4735 <br /> :DRAIN <br /> ►,-+ TOP 60 RCP <br /> w ELEV 4732.93 <br /> _ PROFILE SCALE: 1" = 50' HORIZ <br /> 1" - 5' VERT <br /> - 4730 <br /> _ - _ <br /> 4730 <br /> G <br /> FL DRAIN 15 PIP IRR � <br /> _4725 <br /> W FL DRAIN <br /> 4725 <br /> C-'' �- FL 24" RCP <br /> ►--+ <br /> A FL DRAIN 4722.16 <br /> 4720 - <br /> 00 <br /> �' _ _-_ _.. _ _ _ _ 4720 <br /> 000 <br /> o � <br /> + O <br /> G� O r` <br /> A-, a <br /> F � <br /> 4715 <br /> U- <br /> N Z <br /> LO O <br /> V) 0 <br /> O O) co <br /> O) <br /> M � � O N co O O <br /> 00' � N .- � � � � � � � Imo .-- 000) d 00 r�jN � t0 mON + � , <br /> 4710 o U li -- ___. ___ _ ____ _ ____ __ + �_ _ _.__ 00 '� ._ _ _ ____N �_ _ ___- _ ___ _.___ ao ao_ _-_ - ► ) N___ __ ___ _ __ _ _ _ __ _ __ �n_____ _ _ _ _- --� + 4710 <br /> �Q � M � N CD O p) O CO � _ _ -_ _ _.. _ lf? _ _.- - _: _ _._ __._ <br /> + N � + � + N + N + N' + 00 + 00 + � + U + N NQ � <br /> �� W �- N � Nd�- N � NIA ON ON 00N I- N � N � � I-- _ . . <br /> N J Q N N � ; N � N � � h .-- � d. Q <br /> J J J J d' d' F- _J <br /> J F DRAIN <br /> < _10 � � � W QW QW < W H Fa- Ia- Fa- Q � WSW L <br /> J F-I- I- � _l -J J ' <br /> 4705 <br /> cn w O cn cn cn cn cn w cn w cn w cn w cn w m 4 <br /> 705 <br /> 38+00 23+00 22+00 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 0+00 rr. <br /> F . <br /> F:\CAD\Lalnd\Henchy\Bosley\dwg\STUDY.dwg, 5/12/2004 7:25:30 AM, Steve 2941 -062 f _' <br /> v - <br />