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HomeMy WebLinkAbout1.1 Plans71, 60 X C� .1 Qj VO - �5_0R 4i- NO 7F' DESIGN LOCA 77M LENGTH AND SLOPE OF DRAINAGE CUL VER TS TO BE FIELD / ! VERIFED PRIOR TO CONS7RUC RON. PRELIMINARY PLAN NOT FOR CONSTRUCTION c� 5 .0 2e .0 .0 v C6 VOC/ �0 a OPEN SPACE 351.40 181.69' S44'40'56"E 35`5534" HIGH POINT STA = 38+25.02 • • . • • . • • . . . • . . 7000 - C61 A 8 50.00 ' _345.67' 70.71 S80'517'457_90"�0 00 PV` STA = 38 53.01 , SIA: 0-i 00 ROAD_ 1 SCALE. 1 " = 50' HOR.PV` ELEV = 6 51.37 SSG1 53 f G-1 �iS %fi' 'j9 �( OS AMIGO -S ; ELE:V. n"93ti.47' O IVO 1" = 20' VER. O 400.00' C9 � Z � � J LOW POINT ELLL' = 6907.20 ... . ... • y -- 100 Ci ' SC;AIL:• 1"" _ ,5t,'' NOR.) LOW POINT ST.A = 47+0712 o, N ROAD l N PROFILEti; _.. STs V V Gi W EXL51IM" C,'RADE re A(_.10 I FINISHED GRADE 1i> JR. I. lAII,44 aye ♦ _. , _ t.A r STING GRADE f_ f f M PON ( 1 r'.) L-' d. to . . . . \ti V 3100 11+00 1-00 . . . . . • 6960 HIGH POINT ELEV 6945 7P ; a C6 351.40 181.69' S44'40'56"E 35`5534" HIGH POINT STA = 38+25.02 • • . • • . • • . . . • . . 7000 C61 _560.42' 50.00 78..54 50.00 ' _345.67' 70.71 S80'517'457_90"�0 00 PV` STA = 38 53.01 , SCALE. 1 " = 50' HOR.PV` ELEV = 6 51.37 1" = 20' VER. 400.00' LOW POINT ELLL' = 6907.20 ... . ... • LOW POINT ST.A = 47+0712 p OV Pt// STA = 45+80.74 q� PVI E LEV = 6905 69 ; --- --- 350.00' VC' -._.------ ----.__...__._.._ d. . . . . \ti V . . . . ... . . . . . . . . . . . . . . • 6960 tr O h 14. Nr ^ tr EXISTING GRADE—\.. O .. . . . Q) o " ckc)Q C-1 II +QQ OU _-__- — — — - F/NISHED GRADE . . . . .:. . 6920 -_— 1. nor a ; LI). .. 42" CMP � Q . . . . ... . . . . . ... . . . . . . N. Nt W....... ... ....... .. ... .. ... :..:..W.68 80 z o = o Z h N EXISTING GRADE ELEVATION (TYP.) :. HED ELEV N FINIS GRADE ELEVATION .-- TYP. --- --- _ ------ ---- ......... _.__ _ .. ti. DATUM ELEV ri O^ O N rn h r Ri W N �J O O O O O y �b R, 00 rnrn ;� v; C 0 i aj ) O 9C� �O rn n) N N n r< Q)O �C �O Cl d C1 °�,rn wrn �rn r') rn ^ n. h * �_; qj n o O �J O �O O O brn °;rn wo> o �i b 4n O Oi .�: o <F C) .� �rn �y v) °o n, u F) i °j ci ov �v, rn o) rn m O '� r. of ) CV r N �J' rn rn rn ., y: k6 of c C�i M� M� V n` V V W <r J m O r`.) I' �) ; h *.,t rn i' <; M. rn ,.. -:-; �. ^ 6850.00 h yj1ji^ �� O h rn� o� ^h rnrn ° o 0 o rnrn 51+00 0+00 �,T �m o a I9+00 v) o o 18+00 47-1-00 m c 46+00 cv 45+00 w u, 44+00 43+00 42+00 41+00 J+00 „� 39+00 �� 52+00 38+00 37+00 ENGINEERS SCHMUESER GORDON MEYER INC. NUM- BER REVISION DATE Y LOS AMIGOS ROAD ✓°b No. 1502-15 Ste` SURVEYORS W. 6th Street, Suite 200 Glenwood Springs, Colorado 81601 Glenwood ELK SPRINGS 1 FINAL PLAT SUBMISSION 09/05/00 VG STA. 37+00-52+00 Drown by. D] SD (970) 945-1004 (FAX (970) 945-5948) ROAD I Date: 09 05 /00 SCHMUESER �--- Aspen, Colorado (970) 925-6727 FILING i STA: 0+00-2+55.02 °C' PE OF GORDON MEYER �----- E-mail: engineer@sgm-inc.com Fi/e: n zP a ELK SPRINGS IF ILI Nci 6 LOS AMIGOS RANCH P.U.D. FINAL PLAT SUBMITTAL SHEET INDEX _ I BOLD INCLUDED ASPART OF THIS SUBMITTALl LOS NCH AMIGOS NA'_l_r'TV"f1Tr)l_ I %[, Sst'' 1HITTAi GYPSUM IP 1�EI�',SI� PANT GLENWOOD SPRINGS ROADS - LAI ROAD MASTER INDEX 1.12 LOS AMIGOS DRIVE PROJECT MANAGER GREG BOECKER I LOS AMIGOS DRIVE STA. 22+00 to 37+00 0 2 LOS AMIGOS DRIVE STA. 37+00 to 38+37, ROAD I 13-14 WOODRUFFROAD STA. 0+00 to 10+00 13 WOODRUFFPLACZ 15 RO;1OC LOS AMI 0S 16 ROADD RANC e° 17 ROAD E 18 ROAD F 19-21 WOOD NYMPHROAD I LA2 TYPICAL ROAD SECTIONS CARBONDALE PREPARED BK BASALT DRAINAGE- LAD MASTERDRAINAGEPLAN S'CHMUESER GORDON MEYER INC. PITKIN COUNTY ��. L. EAGLE COUNTY S PITKI ,r, %1TIONS li-sAP GEOLOGY - 118 W. 6th St., Suite 200 UTIL ITIES- LA UI MISC. MASTER UTILITYPLAN GLENWOOD SPRINGS, COLORADO 81601 LA U2 MASTER WATER PLAN (970) 945-1004 LA U3 MASTER SEWER PLAN r LA U4 UTILITYDETAILS LA U_5 WA 1Lw Sl c IRAGL IAAL ENGINEERS " �a Tz" -' L 1 U6 EXISTING LL LE v� SURVEYORS LAU7 TYPICALL0TPLA NPUMP-'rGSYSTEM GM NSS LAGE SCHMUESER GORDON MEYER N VICINITY MAP r - PR IECT ENGINEER.' NOT TO SCALE co DEAN W. GORDON. P.E. 14507 w U W Cr FILE P112 -COV DATE 6/27/99 X 8 VICINITY MAP TABLE OF AREAS OPEN SPACE 217.444 AC * - LOTS (47) 129.501 AC.+- ROADS 11.817 AC. 4 -- Notice: 9ccordi ng to Colorado law, you must commence any legal action based upon any defect to this survey within three years after you first discover such defect /n no event may any legal action based upon any defect in /ram the date of the certification shown hereon. TOTAL 358.762 AC. f G SCHIGIUESER CORD0.1v JVEYER FINAL PLA T ELK SPRINGS FILING 6, LOS AMIGOS RANCH P. U. COUNTY OF GARFIELD, 7L ING 6 County Surveyor's Certificate: WTN Approved for Content and Form only and not the accuracy of Pus surveys, calculations or drafting. Pursuant to C.R.S., 1973, 38-51-101 ET.SEO. Garfield County Surveyor Attorney's Certificate: l, -------------------------------------, an attorney licensd to practice /n the State of Colorado, do hereby certify that all dedications to the public as described on this Final Plat ore free and clear of any liens, claims or encumbrances of record except for tr fallowing ------------------------------------------------ f -- that this plat contains al/ Information required pursuant to C.R.S. 3B-33.3-209 and further that this subd/v/s/on is in substantial comp//once with the Garfield County Subdivision Regulations of 1984. Notes: 1. Prior to the issuance of a build/ng permit, the owner of each lot shall prepare and submit a soils and foundation report, a grading and draino� plan, and a geologically acceptable building site prepared and certified by a professional engineer. All improvements shall be constructed in accordance with such engineering recommendations, which shalt be a condition of Los Amigos Ranch Architectural Control Committee opprovoond the building permit. 2. The recommendations of the Colorado State Forester and the Fire Chief's set forth in the Supplemental Declarations dated September 28, 1992 et.seq. shall be followed in the construction of all structures. J. All lots shall obta/n central potable water service pursuant to agreement with the Red Canyon Water Company or its successor in Interest, the Lr Amigos Ranch Homeowners Association, Inc. 4. All lots ore designated to lie within the Spring Valley Sanitation District and shall obtaln central sewer service pursuant to agreement with the District. 5. Open hearth solid -fuel burning fireplaces ore not of/owed. 6. Each dwe/ling unit is allowed one dog. 7. Noxious weeds are the responsibility of the property owner. 8. The BLM has reserved mineral interests on the property and there may be mineral extraction activities on the property in association with these mineral rights. Legend and Notes: o indicates found monument as described. O indicates set monument, #5 rebar and Yellow Plastic Cap (YPC), L.S. 15710. Bearings are based on found rebars and cops LS 15710 on the east line of 56.926 Common Area Parcel, Los Amigos Ranch Filing 5, Phase /, using bearing of N 00003' W. Date of survey -July 2000. - Owner -Los Amigos Ranch Partnership 2929 County Road 114 Glenwood Springs, Co. 81601 ,FSER 6700I)0l1' 118 #6'1h Street, Suite 200 Clemood Springs, Colorado 81601 K970) 91.5-1004 945-5948 Aspen, blorado (9770,) 925-6727 STA TE OF COLORADO Certification of Dedication and Ownership: KNOW ALL MEN BY THESE PRESENTS that Los Amigos Ranch Partnership being sole owner(s) in fee simple of all that real property described as. - A tract of land situate in Sections 5 and 6, Township 7 South, Range 88 West, and Section 32, Township 6 South, Range 88 West all of the 6th Principal Meridian being more particularly described as follows: Beginning at the NE corner of Los Amigos Ranch, Filing 5, Phase 2, County of Garfield, State of Colorado; thence along the west line of said Los Amigos Ranch, Filing 5, Phase 2 the following courses: N 90'00'00" W, 890.23 feet; thence, S 00'00 00" W, 506.00 feet; thence, N 31'5302" W, 246.97 feet; thence, S 90'00'00" W, 248.17 feet; thence, S 58'41'55" W, 470.67 feet; thence, S 09'2834" W, 434.44 feet; thence 285.32 feet along the arc of a 798.55 feet radius curve to the left, having a central angle of 2028'18" and subtending a chord bearing S 31'5030" W 283.81 feet; thence, S 21'3621" W, 29.67 feet; thence 81.47 feet along the arc of a 650.18 feet radius curve to the left, having a central angle of 7'10'45" and subtending a chord bearing S 18'0059" W 81.41 feet; thence, N 75'3424" IN, 10.00 feet; thence 275.61 feet along the arc of a 660.18 feet radius curve to the left, having a central angle of 23'55'10" and subtending a chord bearing S 02728101" W 273.61 feet; thence, S 09'29'34" E, 71.77 feet; thence 93.11 feet along the arc of a 1216.02 feet radius curve to the left, having a central angle of 4723'14" and subtending o chord bearing S 11'41'12" E 93.09 feet; thence 291.40 feet along the arc of a 4531.52 feet radius curve to the left, having a central angle of 3'4104" and subtending a chord bearing S 15'4321" E 291.35 feet; thence 19.23 feet along the arc of a 4531.52 feet radius curve to the left, having a centra/ angle of 0'14'J5" and subtending a chord bearing S 17'41'10" E 19.23 feet; thence, S 17'4828" E, 157.01 feet along the west line of said Filing 5, Phase 2 and the west l/ne of Filing 5,Phose 1; thence along the west line of Los Am/gos Ranch, Filing 5, Phase 1 the following courses., thence 14359 feet along the arc of a 514.80 feet radius curve to the right, having a centra/ angle of 15'5851" and subtending a chord bearing S 09'4903" E 143. 12 feet; thence 75.04 feet along the arc of a 209.07 feet radius curve to the right, having a central angle of 20'3351" and subtending a chord bearing S 08'27'18" W 74.64 feet; thence, S 86'53'07" W, 197.30 feet; thence, S 62'18 30" W, 471.73 feet; thence, N 702709" W, 601.07 feet; thence, S 643935" W, 460.00 feet; thence, S 86'18 00" W, 238.66 feet; thence, S 003171" W, 290.66 feet; thence, S 14'0526" W, 66.74 feet; thence, S 10'0256" W, 241.69 feet to the north line of Los Amigos Ranch, Filing 3,• thence along the north and west line of said Filing 3 the following courses: thence, N 87'5155" W, 184.17 feet; thence, N 6826,30" W, 809.47 feet; thence, S 23'1409" W, 396.19 feet; thence, S 02'5904" W, 235.02 feet to the west line of Los Amigos Ranch, Filing 2; thence, S 02'58'54" W, 90.00 feet along the west line of said Filing 2; thence, S 28'30 08" E, 352.86 feet along the west line of said Filing 2; thence, N 87 29 00" W, 900.79 feet; thence, N 09'39'56 " E, 1413.83 feet; thence, S 56'5543" E, 404.69 feet; thence, N 44'1035" E, 446.24 feet; thence, N 55'36 00" E, 60.00 feet; thence, N 34'5702" W, 348.06 feet; thence, N 63'42'14" E, 419.11 feet; thence, N 29'36'18" W, 77.03 feet; thence, N 48'31'16" W, 594.13 feet; thence, S 57'41'18" W, 418.74 feet; thence 176.19 feet along the arc of a 530.42 feet radius curve to the right, having a central angle of 19'0156" and subtending a chord bearing N 367407" W 17538 feet,. thence, N 26'43'09" W, 192.21 feet; thence 332.43 feet along the arc of a 1911.74 feet radius curve to the right, having a central angle of 9'5747" and subtending a chord bearing N 21'44'16" W 33201 feet; thence, N 16'4522" W, 281.88 feet; thence 5356 feet along the arc of o 330.00 feet radius curve to the left, having a central angle of 9'18'00" and subtend/ng a chord bearing N 21'2422" W 53.51 feet; thence, N 59'3138" E, 400.27 feet; thence, N 37'13'47' E, 1583.96 feet; thence, N 49'5821" E, 230.26 feet; thence, N 79'1037" E, 270.18 feet; thence, N 08'4446" W, 440.74 feet; thence, N 89'41'12" E, 1707.39 feet; thence, S 09'01'43" W, 139504 feet; thence, S 89'4537" E, 1334.71 feet; thence, N 04'21 51 " E, 2132.23 feet; thence, S 86'1345" E, 49.72 feet; thence, S 87"15'05" E, 1382.36 feet; thence, S 01'5348" W, 1237.99 feet; thence, N 89'46'13" W, 404.81 feet; thence, S 00'01'13" E, 820.48 feet; to the point of beginning, contain/ng 15, 627, 695 sq. ft. or 358.76 acres more or less. LOS.z4ffIGOS' R-111i'H PCIO Los Amigos Ranch Partnership has by these presents /aid out, platted, and subdivided the some into lots as shown hereon and designates the some as Elk Springs, Filing 6, Los Amigos Ranch P.UD., in the County of Garfield, State of Colorado. Los Amigos Ranch Partnership does hereby dedicate and set apart all of the streets, roods, emergency access and Common Areas as shown on the accompanying plat for the common use of the Los Amigos Ranch Homeowners Association, Inc. forever, and does hereby dedicate to the public utilities those portions of said real property which are labeled as utility easements on the accompanying plat as perpetual easements for the installation and maintenance of utilities, irrigation, and drainage facilities, including but not limited to sewer lines, water lines, electric lines, gas lines, telephone lines together with the right to trim interfering trees and brush; with perpetual right of ingress and egress for installation and maintenance of such lines. Such easements and rights shall be utilized /n a reasonable and prudent manner. That all expense for street paving or improvements shall be furnished by the seller or purchaser, not by the County of Garfield IN WITNESS WHEREOF said owner has caused his name to be hereunto subscribed this _--_ day of -------- A. D., 2000. Los Amigos Ranch Parnershlo By.• Thomas E Neal State of Colorado ) ) ss County of Garfield ) The foregoing dedication was acknowledged before me this ---- day of_ ----------- A.D., 2000, by Thomas E Neal as .......... of Los Amigos Ranch Partnership. W77VESS MY HAND AND SEAL My commission expires: Notary Address: Surveyors Certificate: 4 Kenneth R. Wilson, do hereby certify that l am a Professional Land Surveyor licensed under the low of the State of Colorado, that this plat is a true, correct and complete plot of Los Amigos Ranch Filing 6, as laid out, platted, dedicated and shown hereon, that such plot was made by me from an accurate survey of said property by me, and under my supervision and correctly shows the location and dimensions of the boundary, lots, easements and streets of said subdivision as the some are staked upon the ground in compliance with applicable regulations govern/ng the subdivision of land. IN WITNESS WHEREOF l have set my hand and seal this --------- day of ----------- , A. D., 2000. Professional Land Surveyor #15710 Board of County Commissioners' Certificate This Plat was approved by the Board of County Commissioners of Garfield County, Colorado, this ----- day of -------- 2000, for filing with the Clerk and Recorder of Garfield County and for conveyance to the County of the public dedications shown hereon subject to the provision that the approval in no way obligates Garfield County for financ/ng or construction of Improvements on lands, streets, or easements dedicated to the public, except as specifically agreed to by the Board of County Commissioners. Cha/rm an Witness my hand and seal of the County of Garfield A t tes t: County Clerk C'Jerk and Recorder's Certificate This plat was filed for record in the Office of the Clerk and Recorder of Garfield County, Colorado, at ----- o'clock __M., this ------- day of --------- 2000, in Book ------- at Page Reception No. -__-__-_-- ZZ' ff ,SPRIINCS PILING 6 Clerk & Recorder By Deputy Job No. 150.2 Drown by: X�' X Date: JULY 00 Appr. by: AFile: Z46 -SO 0 N a w cr) 0 Ld w v W NUM- BER REVISION DATE BY N O W J .0 r Noises: According M Colorade taw, you must commence any (eyat action based upon any defect in this suruay wzthz'n three years after you first discover such defect. 7n no event may any legal action based upon any defect m from the date of the eerVFcatiea shown hereon I I I I I I 1 1 LOT 25 I L31 L32 L33 L34 L o'z z>150*� E Jz CJ8 4531.52 291.40 145.75 291.35 S154321'E 3'4104 L36 N55'2 5.00 CTo 230.00 13.50 6.75 1350 E 321'47 GRAPHIC SCALE NE603O L37 N254855E 79.26 C40 170.00 9.98 4.99 9.98 1 )We10a';4F 1 3-21'47 C28 1220.001 26524 133 14 C29 1280.00 235.59 118.13 C30 530.00 89.27 44.74 C31 470.00 227.41 11598 C32 J05.00 54.19 2717 CJ3 530 00 175.73 88.68 C34 24500 43.53 21.82 C35 209.07 75.04 37.93 C36 514.80 14159 72.26 C37 4531.52 19.23 9.61 ( IN FEET ) 1 inch = 100 ft. C41 470.00 7.59 3.80 C42 457.34 171.07 86.55 C4J 517.34 193.51 97 90 C44 969.06 218.85 109.89 C45 367.72 298.9 5 158.29 16 NJM 3 C3 W W L) !JJ 13: rf` J� 'I N88 3234 "W N883234 "W 316.97' 314.75' I _ v ry N9000 00'W ,� I _ N8207. 618 J2 4 W N8832 J4 "W O r 165.22' 451.41' LOT 38W� ,W �W� N9on000"w 2.176 AC.+- ;� �V .W� ry LOT 20 h c43 16931' �? 8 S887323E 326.17' \ \ �i p O AIS 2.139 AC. +- g�^ C42 0 124.73' 201.44' \ LOT 4 w \ 5895825E �I� 3.138 AC.+- w LOT 1 \ \ "E 1 797 451 " �g 4; �h8, W 181.20' w .E / "� I"1 1.891 AC. +- C38 N \ \ ' >� aa9 B�p1C24 41 375.96•. k0 01�� LOT 2 1ot3�i N \\ 12055. H S895825 E I a��9' �y1 ,,�� 6 2.355 AC. +- o 5i24.e6 os 5865638'W 339.42' _ S895B25 E / N�•�J�r"yf' / J?SBj ` + 5761-7:2-' 96 w \\ / ".97\ 105.48' Z N a� " ��0 ^� p y a o ole L29 \\\ w LOT 21 3 N % / dry- 1� / 3 567 /e/ 7 X28 , 2.047 AC.+- �� �5�ry1� LOT �� / 3 ' �'� •'� �Iv °�b �m ; �� C32 \ / 3.034 AC. +- ,� �° N84tJ0I7" h o�� „r �h ",`0 1�.kk 23 27 L \ .� / B) 3�' B522' C `�/^ `�/�' i y�� �k0 t00� w \ 34 �ry/ry LOT 36 \ \ 56% 06 �p 0�'�s` \?! iJ\ �� oo. / N1j52 20 X22 X26 s6 \s\ 9>- '"W sF s/3 ` 2.224 AC. +- / .,� M�a 00 �/ i ��� �� \\ 75 \ 419 c� 56 4 6�' X25 C39It L O T 26 \ \� r/ N841p4'04 E j 238.46' 3' 00 b� / ar $s. C41 C31 L2 \ \ 1 34 \w m1.649 AC. + C36 I N66 241E ? r6.5o 04'04 E 4h9 6 5/,4.'� '�a�F / C27 � 109' \Z \� °i I S9. N84 w 359.76' L0T 22 •t�, C29 C33 I �\�. N f 2188 AC.+- �� \Ni. �y�I 99 " •� -,saov1aE '\ h C30 1� hA . % 26"i a'ay .oa 2j f LOT 25 N \\ t, X25 V N84 04'04 lo' 24814' N hh 0� •0 9 '�. ?s�3i -_ 0• i �_ / `'Y bA/k LOT 23 M1 ►1' N74 . 7 5 3 `',. 15 I ,3 ,3I �a h x'.756 AC.+ -20' P \ I unLnr C35 LOT 35 W .n eN v a w "Y1 C �� 1p9' 3 ^ C3 („�,4�, EASEMENT lo' `s9r 2332 AC.+- 3a w'' 4IM, \ 56 < 2.060 AC.+- I$ N w N o I LOT 24 I^ 21.928 `� 35"% I 56 0 6693' \ N8633'07'E 197.30' o AC. + o $ of y 62� % ' s,�" �o�F y"VI0�9 y 1 c�y� I� rn a s X9'3 30 \ 3 li per' J N623z 560142 1 ��r\✓6� LOT 40 � 57"W 3"� 9'6 47' ^" 2 I X62 58 1100W 437.13' 1 I I 1 LOT 37 ,30oo9"h q8 \ i G� i 238.66' 1 P ' II II I LOT 36LOT I I 39 LOT 38 I LOT 35 1 - F1 "0 � 1 LOT 34 1 I 1 i � 5 CURVE TABLE CURW RADIUS Cl 317.72 LENGTH TANGENT CHORD DIST CHORD BEARING DEL TA 258.30 136.77 251.25 S7835'07 E 4634 51 " I / / 1 % C2 257.72 209.52 110.94 20180 57835 07 E 46U452" 5477150E 16'1141' C3 919.06 259.77 130 76 258.91 / UNE TABLE C4 859.06 236. J5 118.93 235.61 S45'43'001- 75 4549" - - - - 1 / �" UNE BEARING LENGTH C5 919.06 66.56 37 29 66.54 S370131 E 4 08'57" _ -' •- -- _. _ i / LI N78V7:27"F ' 160.99 C6 150.70 122.73 65.00 119.37 S49 08 50 "W 46'39'49" L2 LJ N n 7 E S1447526"W 131.77 66.74 C7 90.70 C8 430.00 7387 39.12 71.84 23375 119.84 230.68 549'08'50"W 46J949" N565422 E 3108'46" 14 - - - - _ _ _ _ /- - / L4 N557 '42"W J47.85 200.14 C9 320.26 CIO 60.00 275.84 14713 26739 83.83 50.39 7718 N5834 57"W 4970'56" 509531451E 8003'05" L5 N557 4 "W L6 N557 4 "W 147.71 183.50 oil 60.00 C12 60.00 90.65 56.50 82.27 56.31 J0.42 54.27 N8647'53"E I 8633'40" N763745 E I 534634" L7 Nj45701" 18 N25 8' " 53.27N3846'17"W Cl3 60.00 59.72 52.59 5728 570131" / - L9 N254855F 131.24 Cls 60.00 34.90 1796 34.41 N83'SE'4B"W 33'10';1" / \ \ L12 S 22844 "W 131.81 C15 370.26 284.26 149.55 277 33 N56 04 54 "W14.3-59'16- LOT 33 / / \ \ L 13 L14 S 228 4 "W N4179'590E 99.29 2238 C16 830.00 C17 370.00 240.0.3 120.86 239.79 201.1J 103.12 198.67 N33 02 53 E 16J4'10 , N5654 22 E 3108'46" L15 N4179 59 E 54.57 C18 770.00 26754 13513 266.19 N37 224,5't 19 54 27" n/ L16 L17 N4179'59 E N2125 31 E 135.85 109.26 207.73 3252 C19 830.00 C20 859.06 48.36 24.18 48.35 2543 12.71 25.43 N23 05'40 E£ 370'17" S547647E 741'45" N3471'19"W 053'40" L18 L19 N2125'Jl E 5722844W C21 320.26 5.00 250 500 / / L20 5553600"W 60.00 C22 720.00 C2J 780.00 25591 129.32 254.56 21200 1 106.66 211.35 5755440'£ 207152" 578'1825'£ 153422" / L21 LZ? S 744 27'W 5674427"W 1 137 30 66.20 C24780.00 C75 150.00 65.23 32.64--F 65.21 11797 6223 1 174.95 SOB 0729'£ 4 47 30" / - - - - - - - - - - / L23 L24 S6472'40"W 17R7144'97"W 99.08 I 101.34 C26 210.00 16516 87.12 160.94 5983727'£ 4503'41" 5483727'£ 4503"41" I I I I I I 1 1 LOT 25 I L31 L32 L33 L34 L o'z z>150*� E Jz CJ8 4531.52 291.40 145.75 291.35 S154321'E 3'4104 L36 N55'2 5.00 CTo 230.00 13.50 6.75 1350 E 321'47 GRAPHIC SCALE NE603O L37 N254855E 79.26 C40 170.00 9.98 4.99 9.98 1 )We10a';4F 1 3-21'47 C28 1220.001 26524 133 14 C29 1280.00 235.59 118.13 C30 530.00 89.27 44.74 C31 470.00 227.41 11598 C32 J05.00 54.19 2717 CJ3 530 00 175.73 88.68 C34 24500 43.53 21.82 C35 209.07 75.04 37.93 C36 514.80 14159 72.26 C37 4531.52 19.23 9.61 ( IN FEET ) 1 inch = 100 ft. C41 470.00 7.59 3.80 C42 457.34 171.07 86.55 C4J 517.34 193.51 97 90 C44 969.06 218.85 109.89 C45 367.72 298.9 5 158.29 16 NJM 3 C3 W W L) !JJ 13: rf` J� ------------ SEE \SHAE'T 5 LINE LINE TABLE BEARING LENGTH L1 S014438"W 191.03 L2 W 119.49 L4 N11'55461E 520. 36' L5 N11'55461F 322.40 L6 Nl15546 E 109.57 L7 N115546 E / / xiV 1 � NB152'l�lY 222.58' L9 S08'07'12"W 108.38 L10 30' DRAINAGE 85.04 a 10046'01'E EASEMENT / / L12 NI ro LOT 15 Ln a to L 13 S09 36'50 "W 110.04 4.693 AC.+- A / / / 110.04 L15 m _- 266.58' / L16 S15 -42'09"W 303 06 / N212531'E 304.60 L 18 1212531E 300.00 Lig S84 57'17 E sem" 295.38 L20 N212531 'E 557.62' i ;7 N �0 N212531'E 4530 1 34 31 57 g8' _ 131.73 219.44' -----��/ 59.30 ''I LOT 16 z LINE LINE TABLE BEARING LENGTH L1 S014438"W 191.03 L2 Nll55'46 E 119.49 L4 N11'55461E 21330 L5 N11'55461F 322.40 L6 Nl15546 E 109.57 L7 N115546 E 336.95 L8 N10.46'07 E 149.56 L9 S08'07'12"W 108.38 L10 508-07'12-W 85.04 L ll 10046'01'E 149.56 L12 508-07'12"W 86.22 L 13 S09 36'50 "W 110.04 L14 50936 50 "W 110.04 L15 5754209"W 286.17 L16 S15 -42'09"W 303 06 L17 N212531'E 304.60 L 18 1212531E 300.00 Lig N21 *25'31'E 295.38 L20 N212531 'E 237.61 L21 N212531'E 4530 722 501 4438 "W 131.73 L23 5014438"W 59.30 L24 N7930'57"W 11.90 GRAPHIC SCALE OPEN SPACE CURVE RADIUS LENGTH CURVE TANGENT TABLE CHORD DIST CHOW BEAR/NG DELTA Cl 264.54 50.58 25.36 50.52 NC650"12 £ 1071'08" C2 344.54 61.25 30.71 61.17 N0650'12'E 1071'08" C3 266.40 98.85 50.00 98.28 NO353'09"W 21'1535" C4 C5 2224.03 2164.03 102.75 99.98 51.39 50.00 10275 99.97 S092637"W 50.92637"W 238'50" 23850" C6 C7 3834.63 3774.63 99.99 91.93 50.00 4597 99.99 91.93 N0952'07 E N035458E 12939" 12344" C8 70761 J782 18.91 37.81 N7106'42'E J-03'43" C9 647.61 47.43 23.73 47.42 7 Ni142'44'E 471 48" C10 647.61 21.39 1069 21.38 N194523£ 15331" C11 _C1 -2--T6_,525 70761 3738 164.27 18.69 __j4 87 3737 161.66 N717121'E 53:?70 03"W 30135" 3529 03" C73 205.25 204.89 111.90 196.49 S50 0124 "W 577145" E14483.61 265.25 543.61 16268 100.51 118 40 82.12 50.87 59.43 161.92 99.91 118.17 5887529"W S6;4555"W S& 5138"W 197627" 214241" 1228'45"54361 334.71 27329 172.85 140.40 329.45 269.66 NT 5,3 16.3458"W 357641 "483.61 322239" ( IN FEET ) 1 inch = 100 ft. U ' C .0g $ 2 kQ5'A Cl �^ 4.123 AC. +- to �O 58778'11 E 256.44' Y778'11"E 491.80' 510.45 -31 / V 58778117- LOT 41 _ ro i 190.76' \ �\� w 00 � \03.786 ACf- �_m N N_ \v 2 �\ ? LOT 17 �I 3.711 AC.+- ala 'V 174 4 j�"!\ 8 U210 "E E S LOT 42 C16 5 / 3.057 AC. +- > C15 C17 mss?s •,��/�h C14 C72 C18 Cli N805�"E -7 S w 10 ' 3P0 576.455ti Cl\ 3 LOT 18 h° LOT 43 X33.73 � `� LOT 40 a/45 IN 17, AC h aY o; k , ° 8 2.097 AC. +- 6 ?�°/,' , , / C5 1 X04 29 j L S89 43 26 E _j / 142.8J' 0� 1 / o, O � v55�A5. O�0 f 73'06i �, 'SS• �/ I / I I I I I I I I I I I I I S89 4326 E L 1894023"W 160.44' ° _ N894023"W _ h9 191.07' J - � ---- -_ --- 6�3g29/ OQ' - �Nw• �.�_ 33� 11 �5 �0 0 C9 ---- / ---- - stp¢S F cs h� LOT 6 N694023"W 1894023"W �' 3.286 .AC +- h --- --- - ___ --------- (� 292.78' E a 310.38' C10 i� O• l \B3s2 „W O N89'40 23"W 171.41' _ N89 40'23"W _ 197.51' O 177.24' C3 OPEN SPACE 0.635 AC* O5 12 05 1602E �. 9.13 tj5 , AO 111• lvu. YJ J/ IY 373.83' ------------ 189 4537"W _ C2 T- 14285' W' aW LOT 9 ^ ti 13.354 AC. +'h I I 589 43'26 E -I �7• 142.83' A54 z S89 43 26 E S 453.20' \=>o, 5894326 E 142 83' O h , LOT 8 ='h 3.439 AC. +-rxW l la (, S89 4326 E" -J2 142.83' S89 43 26 E 454.59' 00 1 v S89 43 26 E 142. B3' I 6 h , LOT 7 C4 / C5 1 I L S89 43 26 E _j / 142.8J' 0� 1 / o, O � v55�A5. I / I I I I I I I I I I I I I S89 4326 E c 442.69' \o, -142.26 E _ 142.83' I cs h� LOT 6 kj �' 3.286 .AC +- h 2L 589 1326 E _j v 132 63' C8 S89 043'26"E C11 427.71 ' 577 44'007 0 S89 4326 E j44.22 �O / ,�/ ,�/ ^ 122.42' �^ i ryti/�ti LOT 44 l o o °o o LOT 19 30' DRAINAGE 2.745 AC.*- .� �, h LOT 39 ,� ^ y a EASEMENT/�^ 2.018 AC+- al^c j I 113 AC.+- �� v LOT 5 b. O^ 0 :v 3.297 AC. +-lo 1883234 "W v �V hh^ �l L _ 188 1234"W _ J =/ N9000'00"W J= 185.52' 199.81 ' //- / / .S6)• � 13276' Ap>6 0 E N88362 ;4 "W N8B32 54 "W 4 55 ►ti0 LOT 45 iMUESER GORDON MEYER INC. LOT 38 ELK SPRING, N90 00 00 "W 451.41' LOT 4 tiI DATE I BY (40 O' OPEN SPACE Job No. Drawn by: 1502 I 1 I I I I I / 1 / I / I / I / I / I / I I I I I I I I I I I I I Vv / 4� 0 gw� LOT SURVEYORS —� ENGINEERS �M-Glenwod SCHMUESER GORDON MEYER - SCHOESER GORDON MEYER INC. 118 W. fa'1 Street, SPJII'e 200 Springs, Colorado 81601 (970) 94-1004 (FAX 945-5948) Aspen, olorado (970) 925-6727 lsgm@,q(o—inc.com L'LK SPRINGS FILING 6 LOS AMIGOS RANCH NUM— BER REI9SION DATE BY LOTS Job No. 1502 Drown by. Dote: ✓UL Y 00 aPPr. by., K Fi/e: LAS -54 W W cn C3 W Uj 611 Or, CL. W N O W W U W OC E"G'NEERsCHMUESER GORDON MEYER INC. �SGSURVEYORS 118 W. 6th Street, Suite 200 3lenwood Springs, Colorado 81601 SCHMUESER 303) 945-1004 (FAX 945-5948) GORDON MEYER Aspen, Colorado (303) 925-6727 E'LK SPRINGS FILING 6 e R REVISION DATE 6 1 FINAL PLAT SUBMISSION 9106100 DK .....................................................................................................:.......................................I....... • .7000 0 : h PVI STA = 33+26.02 . . . . ... . . . . . . ... .. . . . . ... . . .. • PVl"ECFV 'J '6925.59. ... ... . 100.00' VC CURVE ' RADIUS LENGTHTANGENT CHORD BEARING' D LTA C1• 798.20' 124.52' 62.39' •124.40' N82'04'59'W 08'5619' C2' 798.20' 217.26' 109.31' 216.59' S85'39'00"W 15'35'43" C3. 300.03' 245.35' 130.00' 238.57' S78'43'16•"E 46'51'10" C4' 889.06' 315.68' 159.52' 314.02' 545'07'21"E 20'20'38" PV1 ELEV = 6917.17 LOW POINT ELEV = 6$98.56 100.00' VC .... .........co. .' . ... . . . ' . n tb ... . . . . ... N . ... . . ... . . . ... . . . ... . . . ... .. . . ... .LOW 'POINT- S7A • _ •2B+69.26. ... . . . . . ... ... .. . . ... .. . . . . ... . . . . :. . . . . ... . ' N o °0 SCALE: i = 50' HOR. "' 6960 :m rn PVl STA = 28+84.60 �o + PVI EL'EV = 6895.72Lai ., = 20' VEf7. h 200.00' VC .�; :. . . ........ ...................... ... ... :. .......:. .:... .:. ... :. ....:... ...:.... .:. O 4.899,'. . . . . 0 . . . . ��° . �. ;. ;. .� U . n . 6920 Qo��...... ;........,.:.........................:........:....................... . ...........:....... �W EX15TING GRADE 36° CMP ........................................................................................................................................................ • ;. :. •6880 37+00 36+00 35+00 34+00 33+00 32+00 31+00 30+00 29+00 28+00 27+00 EXISTING GRADE ELEVATN (TYP.) - F1NfSHED GRADE. ELEVA9N • (TYR )• . • . . . .. • . . . . . . ... . . . . . . .:. . . . . . . ... . . ' . 26+00 25+00 24+00 23+00 DATUM ELEV 6850.00 22+00 ENGINEERS SCHMUESER GORDON MEYER INC. SSURVEYORS G 118 W. 6th Street, sults 200 �%� Glenwood Springs, Colorado 81601 SCHMUESER 1 �_- (303) 945-1004 (FAX 945-5948) GORDON MEYER - Asp@n, Colorado (303) 925-6727 �---- ELK SPE XS FILING 6 NUM— REV/SION DATE B D LOS AMIGOS DR. STA: �, ` f QQ-3%fQQ Job No. 1502— 14 OF 1 FlN4L PLIT SUBM/SSION 9/06/00 Drown by: FT Dote: 1%31197 �Pr by: DWG File: LA3P7 0 0 0 CV a W C3 W 41 U LU 7040• PV1 STA = 0+80 FW ELEV = 6990.73 1 80.00' VC HIGH POINT ELEV = 6998.21 HIGH POINT STA = 2+52.01 PV1 STA = 2+34.85 PVI ELEV = 7000. 11 160.00' VC kO mN CURVE TABLE ^% ,�Q� CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA C34 250.00 190.72 100.27 186.13 S55 -04'03,w 43.42:35" C35 400.00 248.46 128.39 244.49 N59 -0740 -E 35.3572" C36 800.00 277.96 140.40 276.57 N312245 E 19-5427" C37 300.00 267.40 143.32 258.64 546'5737W 51'04'11" C38 410.00 467.00 26251 442.16 N74'5229 W 65"1539" C39 590.67 438.16 229.71 428.19 N47.2830'W 42.30'08' PV1 STA = 0+80 FW ELEV = 6990.73 1 80.00' VC HIGH POINT ELEV = 6998.21 HIGH POINT STA = 2+52.01 PV1 STA = 2+34.85 PVI ELEV = 7000. 11 160.00' VC 1.4 1E''CMP FINISHED G1?ADE J SCALE- 1" = 50' HOR. ; I" = 20' VER. ................................ ............... V ELEV ' 75.00 N . . . . . . _ . . . . . . .. . . . . . . .. . . . . . . .. . . .. . . .. . . . . . . .. . . .. . .. .SCALE;• 1 " = 50' IVOR. 1 " = 20' VER. ...................................................... 7000• PVI' STA' _ '0+63.07 ' ' ' ' ' ' ' PVI ELEV = 6941.64 80.00' VC --I PV1 STA - 6+04.00 PVI t'LEV''6964.92: ....I.............. .. . . .. . ........... . . .: .. . ....: ..o..� 150.10' VC ^N o + n O N ; rn ryh kO mN �N ^N ^% ,�Q� c°,+ of O Ci + ki W rn + Ui m rn . 4i . m ROAD ✓ PRML6 4i .v . , .(3 j OQ,�O .. . .......,................ _ 7000. � �. . . . aISRNG GRADE. . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . .. . . . ROADQ.J 7 nn2 _ - - - �� 6940.66.009 -3.92$ 1.4 1E''CMP FINISHED G1?ADE J SCALE- 1" = 50' HOR. ; I" = 20' VER. ................................ ............... V ELEV ' 75.00 N . . . . . . _ . . . . . . .. . . . . . . .. . . . . . . .. . . .. . . .. . . . . . . .. . . .. . .. .SCALE;• 1 " = 50' IVOR. 1 " = 20' VER. ...................................................... 7000• PVI' STA' _ '0+63.07 ' ' ' ' ' ' ' PVI ELEV = 6941.64 80.00' VC --I PV1 STA - 6+04.00 PVI t'LEV''6964.92: ....I.............. .. . . .. . ........... . . .: .. . ....: ..o..� 150.10' VC ^N o + n O N ; rn ryh kO mN �N ^N ^% ,�Q� c°,+ ^ O rn rn rn rn rn rn rn ; . .. . .. . . . . o 0+00 1+00 PV1, 5 T , _ ,10 t 53,. 02, . , , , , , .. . PV1 ELEV = 7004.96 - 150. LO' VC --i • o V ................... 2+00 3+00 o . o • U !VOTE' DESIGN LOCATION, LENGTH AND SLOPE OF DRAINAGE CULVERTS TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. �..F.:...............: 4.46% ' ,6 - -0.1 -18" CMP ; DATUM ELEV ' 6930.00 0+00 1+00 2+00 3+00 4+00 5+00 MS 6-10 U p . . N oo ^ O £X157iNG GRADE _ _ - - - II PV1 STA: 0+ 12.83 0 ELEV. 6940.64 i 4i U: �. U _ - - - 8.00 ... .... . .. y ; . .. . .. . . . . o OQ,�O .. . .......,................ STA: 0+00WOODRUFF ROADSTA: \DR. 36+34. 10 LOS AMIGO FINISHED GRAD£ EXISTING FADE ELEVA7/ON, (TYP•1 ; ;ELEV: 6940.66.009 . . . . . . . . . . . . . . . . . . . . . . . c j ��F1NlSF/EUkAb� �LEYA17dN'(lYp) ,6 - -0.1 -18" CMP ; DATUM ELEV ' 6930.00 0+00 1+00 2+00 3+00 4+00 5+00 MS 6-10 7+00 8+00 N 9+00 10+00 11+00 4+00 L Vx U p . qo�................ .. .............,..........1 o ........... .........: OQ,�O ZqW ............................................ .......,................ 7+00 8+00 N 9+00 10+00 11+00 4+00 L Vx NOTE.DESIGN LOCATION, LENGTH AND SLOPE OF DRAINAGE CULVERTS TO BE FIELD VERIFIED PRIOR TO CONSTRICTION. 0 v N .......................... ..........,..........,.............................. ............................ ... ................... ,. ........................ .... ........... I.......� PVI STA = 24+05.49 PVI ELEV = 7096.44 100.00' Vc - v o� v h R CURVE TABLE B. OW WOODRUFF ROAD STA: 10 f 00 -�4 f 50 CURVE RADIUS LENGTH I TANGENT CHORD BEARING DELTA C34 250.00 190.72 100.27 186.13 S55'04'03"W 43'42:15" C35 400.00 248.46 128.39 244.49 N59"07'40'E 35'3522" C36 800.00 277.96 140.40 276.57 N312245E 19'54 27" C37 300.00 267.40 143.32 258.64 S46'5737'W 51'04'11 " C38 C39 410.00 590.67 467.00 438.16 262.51 229.71 442.16 428-19 N745229 "W 65'15:39" N4728 30'IN 42'30 08" NOTE.DESIGN LOCATION, LENGTH AND SLOPE OF DRAINAGE CULVERTS TO BE FIELD VERIFIED PRIOR TO CONSTRICTION. 0 v N .......................... ..........,..........,.............................. ............................ ... ................... ,. ........................ .... ........... I.......� PVI STA = 24+05.49 PVI ELEV = 7096.44 100.00' Vc - v o� v h R N 0 B. OW WOODRUFF ROAD STA: 10 f 00 -�4 f 50 4i .............� Q1 U STA: 23+08.25 V WOOD NYMPH LANE �u STA: 24+88.92 WOODRUFF ROAD ELEV. 7097.48 ..........................................................................,.............................................................................. ............ .....71.00............. ......... 2.00 . • _----- ..689 _------- PVl STA: 24+75.51 _ .. .. ... _ .. .. ............................................................................,........,...............,,....................................... _ - r ....................................... ELEV 7097.84 PVI STA = 13+72.96 PVI ELEV = 701.3.84 SCALE- 1 " = 50' HOR. / • 100.00' VC �1 1•" = 20' VER. .. . 7060.. PVI. •STA . = ,10153.. Q2, . . . . . . .. .. , PVI ELEV • = 7004.96 150.00' VC 7000. 10+00 0 0 11+00 v 0 n 8.001% - o h N N N ^ f7NISHED GRADE CEm --- -- - ........... .. _ .......EX157WGGRACE A• ............................................................................................. ...... .. ............. 12+00 13+00 14+00 ENGINEERS SURVEYORS GM SCHMUESER GORDON MEYER EXIS77AG GRADE ELEVA770N: (11P.) -FNISWD'GRAD£ ELEVATION (IYP.) 15+00 16+00 17+00 18+00 19+00 20+00 21+00 2+00 23+00 24+00 SCHMUESER GORDON MEYER INC. 118 W. 6th Street, Site 200 3lenwood Springs, Colorado 81601 '3031 945-1004 (FAX 945-5948)FILING Aspen, Colorado (303) 925-6727 y O�. . . . . . . . . . . . . O DATE B. OW WOODRUFF ROAD STA: 10 f 00 -�4 f 50 Job No. 1502-14 N FML PLAT SUBMISSION O Drown by.- FT LLJ :.. . m m 7020............... . 7000. 10+00 0 0 11+00 v 0 n 8.001% - o h N N N ^ f7NISHED GRADE CEm --- -- - ........... .. _ .......EX157WGGRACE A• ............................................................................................. ...... .. ............. 12+00 13+00 14+00 ENGINEERS SURVEYORS GM SCHMUESER GORDON MEYER EXIS77AG GRADE ELEVA770N: (11P.) -FNISWD'GRAD£ ELEVATION (IYP.) 15+00 16+00 17+00 18+00 19+00 20+00 21+00 2+00 23+00 24+00 SCHMUESER GORDON MEYER INC. 118 W. 6th Street, Site 200 3lenwood Springs, Colorado 81601 '3031 945-1004 (FAX 945-5948)FILING Aspen, Colorado (303) 925-6727 ELK SPRINGS 6 BER REVISION DATE B. OW WOODRUFF ROAD STA: 10 f 00 -�4 f 50 Job No. 1502-14 1 FML PLAT SUBMISSION 9/06/00 Drown by.- FT Dote: 10/31/97 Appr. by: DWG File: LAJP14 Iml I Q W W 0 W cy- CURVE TABLE DELTA C50 1 200.0[ 11.74 5.87 11.74 N66 oj'34 E 03'21 47' C51 SOO.00 250. DD 127 57 247.40 NR7•RT'S i'F 7R• ra's �' ELK SPRITGS NUM— BER REVISION DATE BY 1 FINAL PLAT SUBMISSION 9/06/00 DM '-00 VYMPH ROAD = 1+24.64 MONARCH ROAD 072.06 WOOD NYMPH ROAD SCALE 1 "- 50' LOT 51 2 PV14 = 26+99.11 PV1 EV = 7106.56 �--70.00' VC ---I PV1 STA = 24+41.33 PVI ELEV = 7103.77 t— 100.00' VC —1 ............; ^....;....��.....'..... *� .I ^ p p O cv . n N n N "•j . .. ., m . . . . . ... . . . . . . ... . . . . . V. .................. ... . . . . .. . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . .. .. . . . . . . ... a SCALE-* 1" = 50' HOR. LOW POINT EV = 7094.81 LOW POINT S = 22+30.42 HIGH POINT ELEV = 7095.73 PVI STA =22+43.16 HIGH POINT STA = 21+56.42 PVI ELEV= 7094.41 PVI STA = 21+60.81 PVI STA = 20+51.36 PVI ELEV = 7095.98 PVI ELEV = 7094.42 ' .00.. VC . I .... I.. 60.00•" •VC -.-.ii • 100.•00 • VG •--•- NOTE: DEIGN LOCATION, LENGTH AND SL OF DRAINAGE CULVERTS TO BE FRE VE?IFIED PRIOR TO CONSTRUCTION. I PVI STA = 18+79.93 . . . . ... . • • •PVI• EL•EV•= •7087:35 . . . . . . •• • PVI •STA — •17+01:21. ... . . . . l II PV1 ELLE = 7083.26 PV1 STA = : 15+53.10 I --- 100.00' VC PV1 ELEV 7080.58VI STA = 1.4+6G �i �.N.� ....... ......o,�..;.. 60 . . . . .. . . . . . . ... . . . . . . . . . . . . . ... . . 100.00' vC I : I �. V1 ELL = ;7076 �. . . . ... . . . . . . ... N. ... .�.�..N.^. ...�. m EXIS77NG GRADE U I' V , ,V V �- 80. 00" : vc 80.00' :vc — '. 4.739. . .. rn........... ... -1,91X . . . . . . ... . A NOTE: DEIGN LOCATION, LENGTH AND SL OF DRAINAGE CULVERTS TO BE FRE VE?IFIED PRIOR TO CONSTRUCTION. I PVI STA = 18+79.93 . . . . ... . • • •PVI• EL•EV•= •7087:35 . . . . . . •• • PVI •STA — •17+01:21. ... . . . . l II PV1 ELLE = 7083.26 PV1 STA = : 15+53.10 I --- 100.00' VC PV1 ELEV 7080.58VI STA = 1.4+6G �i �.N.� ....... ......o,�..;.. 60 . . . . .. . . . . . . ... . . . . . . . . . . . . . ... . . 1 "= 20' VER. GR4DE 18'UP; J ; .. . . , , 8 STA: 23+0&25 .;. . . .:. 19 . . . . ... J WOOD 'NYMPH ROAD � S W ........... ODRUFF ROAD EX/STING GRADE ELEYA710N. (7YP.) Z o ELEV.- 7097.48 : FINISHED ,GRADE ELEVA7761V (TW.) ; 29+00 p� bh o 28+00 00 26+00 25+00 N 24+00 23+00 22+00 21+00 20+00 19+00 ro 18+00 17+00 16+00 15+00 7080 ...... 00 p, 100.00' vC I : I I V1 ELL = ;7076 �- 80. 00" : vc 80.00' :vc — rn........... .... ............ .7920........ T n • U j . tij . . . . V . U U • l�j . j. : . . . . ... h h ... . . . . ... . .. ... m m Q ' 1 "= 20' VER. GR4DE 18'UP; J ; .. . . , , 8 STA: 23+0&25 .;. . . .:. 19 . . . . ... J WOOD 'NYMPH ROAD � S W ........... ODRUFF ROAD EX/STING GRADE ELEYA710N. (7YP.) Z o ELEV.- 7097.48 : FINISHED ,GRADE ELEVA7761V (TW.) ; 29+00 p� bh o 28+00 00 26+00 25+00 N 24+00 23+00 22+00 21+00 20+00 19+00 ro 18+00 17+00 16+00 15+00 7080 ...... 00 p, I tr /N✓- �7Qo_2s — --�� — — — _ srR r r r — — --- ------ r r / (VOTE- / - OES/GN LOC.A770N LENGTH ANO SLOPE OF CJf�A/.NAGE CC/L VE/?TS TO BE F/ELO VE.RIF%EO PRIOR TO CONSTROCTION H/GH' PO/NT ELEV = 7Y Y 6_ 30 i!/GH PO/NT STA = 33t 42.3 7 PV/ STA = 34-t 53_ 64 PI// STA = 33f 64_ 05 H/GH PO/NT ELE-✓" = 7704.55 LOW PO/NT ELEV = 7703_52 N/GN olJ/NT ELEV = 7}04_05 _ OV/ EL.EV = 7} }5_59 PV/ STA = 30157_28 N/G/S/ PO/NT STA = 40138_ 7 1 _ = LOW PO/NT EL EV — 717'9: 89 PV/ ELEV = 7Y 72_ 7S LOW .F [J/NT STA — 39�-00. 42 H/GN PO/NT STA 38-/-25_ }3 LOW o0/NT STA = 36-t5L T7 I P P✓/ ELEV = 77 73_ 46 PV/ STA s 401 50 Pl// STA 39�-00_ 42 PV/ STAVC = 381 70_ 09 I P 70. 00' VC V/ PV/ ELEV s 7704.86 — — PV! STA = 36�-28_ 7G: 70_ ©O' I Y00_ 00' ✓C P PVf ELEV — 7703_37 PV/ ELEV — 7704.27 DELFV = 7098_75 I >00_ 00' ✓C I I 60_ 00' ✓C I l 60_ OO' VC I I P � a.-y-�� oa o cv op h . _ _ _ _ _ 6. _ ._ V .^ _ _ _. _ _ _ v ^ . .� ^ _ _. _ O _ __ __ _ _ _ ... _ - _ ... . _ _ .. .,j O� .. _ 4jj gi _ _ .y_ N _ -I�. - _ _ _ �] _ .. . .. . _ . . . . -- . . . -- - . . . - - - — - - - -- - - - - - — - -7.62% _� _ _. _ _ .. - _ _ __ _ _ . _ _ _ _. . ._ . _ ... _ _ _ .. . - - - - ._ _ _ _ _ _ _ -- _ _ _ - _ ._ . . . ._ - _ _ _ _ .. . . .. - . _ _ �EX/ST7NG• GRADE _ - - . Q - - - - : - - _ _. _ _ .i _ - _ ._ - - - EX/S7TNG GRADE ELE✓A7AC)W - (TYPJ _ _ _ _ - - . hFP: rn :.�-� 4 7 t 00 40f 00 39 t 00 3B -f 00 37-f 00 36�-OC 3`St 00 34-f 00 331 DO 32-f 00 3 } -f 00 3©-f 00 29 t 00 ENGINEERS S SURVEYORS SCNMUESER - GOFtrJON MEYER ,SG}—jMLlES ER GO R'D<Do MEYER INC_ 4Y8 W_ 6tl� Str®et, Suite 200 Glerawood Sprir-�gs, Colorado S -/BOY t3 4303) 945-1004 lFAK 945-5948) Aspen, Colorado f303) 925-6727 BER REvisION OA TE BY T� , T/ 9/06/00 OYYG ��11 AS~�IY (-rtiS~ F�^�c Pcs�r suaw.�issioni FILIl\TG 6 /� %� �/ZD NYMPH �OL1 LJ ✓ob Na_ 7.JrOZ— %4 0�0..-� vy_- .00--7— T Dore: 70 31 97 // vv�_ by - f7i LA3P27 E T FU T[JRE ELEC Tf?/C ANIJ TELEPHONE L/77LfTY G FU TURF GAS L/NES E T EX/ST ELEC7R/C ANCJ TELEPHONE UT7L/TY (AS I�A>4T FfL/NG 6J G EX/S T_ GAS L/NES �A S PART OF F/LfNG 6J NOTES 7J EL EC TR/C 7ELEPHONE ANp GAS UT7LfTY L/NES EX/ST L69 f/ -//N ROAD R/GH 75' OF IYA Y CUR14EN 7L Y PLA TTEO_ 7ilEY ARE NOT SHdINN FOR CLAR/TY 2J EX/S T/NG U T/L /TIES HA ✓E BEEN S/ZEp Td A CCOMMOOA TE RE4U/REO EKTE-NS/OMS TH/S PLAN r 1 r r `j r as \ \ \\\ e ✓r eu \ P, R -_ - !!1 tea-.,. �.•�-. � %/�4/ �+ J c�s �'. 93 • �' ILi mea \\\\ � - - v-+ _ � mw•�� '� ,� � _ ,. -- - � _,� •» cor .r nr ..� cor � mr s �•�_ <or � <ors FIC-I1,iT�� .— wc3= � or P? Gp1T�llf,N �'�-4'R INC_ S2�zte .200 on GO1217ON ��-'Y�I - T {TT �®'fir /���7 � /T/�y B R fzEvssio�v �a rE ar ✓or Yvo_ >so2-->-or �// T /T �L� JL IL- J �1 6- � d" C_/ � Y F7K/1L PLAT sllBAlJSsIQN 9 PG 9 OW�G T�T�/�1�71��7�J �T �f �7 � owia 63� .G�.idI�Y Is V a m-� ssu �� - �`L ._.. � � i-• Y cor ei r so i mr ra cor __ i f. 1 •h ) i � sraa we - for ar i _ C/ / I s �s 24 TY R s wos5 a�� 2D co..m em � der PRESSURE SEWER L/NE �y-- cor - cor: .s c� .r $ S GRAY/TY SEWER L1NE � FUT[-/f�E PRESSURE .SEWER L/NE _ or c� .a _� �� EX/STfNG SEWER MANHOLE (PRE—F/L/NG 6J eQase we - '-�� c� �_~ d EX/ST/NG SEWER M/INHOLE �BUfLT YY'/TH_- � Il FL USHlNG CONNECT/ON swa m., y't /SOGAT/ON VALVE r � c^�g cow cpm. i ZONE L7/t//OER ANO FLOW /N17/C_'/7 TOR JJJ GRfNlJER PUMP STA T/O/1/ � es FI "c£ - .ZONE NUMBER - / $ y asr rss — _ — — _ _ — voo �v a...a sur �. scwcc cor r g 0 �' 7iP/CAt A:RV/FLUSH/NG CONNECT/ON. TERM/NAL MANHOLE �J cqr " cora aur so 2 S/OE ROAD 7'Yf /CAL ARV/FL USH/NG CONNECT/ONttEF r e� r3 © YAL ✓E FL USH/NG CONNECT/ON " c� a cor r cs+r e' ..o+- s a TYO/CAL ARV/,FLUSH/NG CONNECT/ON H/GH PO/NT LOC'.9 T/ON c� . � rYPic�� oEraic �ivo�� —sHEEr �.au-s a a� s d o NUM— aER RE✓/S/CN GLATE 8 a L� %/� ENGfNEERS SCHM[JESEIR Gd!?DdN IVlEYER lNC_ l F/NAL PL/IT _S'UE3M/TT/IL 09�06/GO O!'G O�oavrs�6y= OSO _ S SURVEYORS YY$ VV_ 6t/7 Streets SUft'B 20� $Y6oY T 1 V LT� MASTL'R PIAN aote-- 70'/37/97 o CZ �/'� _ Glartwood Sprirags. Colorado (970) 945-Y004 (FAX 1970) 945-5948) -40 FILING 46 oc. Fil .PE- LA30SEYYER OF S SCHMUESER spBr-�e Colorado c970) 925-6727 — GORd ON MEYER - 1- arigir�eer@sgrre-inc-com VARIES EX/ST ASPHAL T �` TO BE SAW CUT TYP EX/ST/NG o/RT OR � 6" TOPSO/L AREA ` AGGREGATE SLOPE TRENCH WALLS � FOR SAFETY PER o CURRENT OSHA Bc' COSH_ REOU/REMENTS COMP 1CTE0 SELECT MATER/AL .D.�18OR CLASS 6 AGGREGATE AS � COMP�CT/ON GENS/TY OFW/ 95� FER ASTM 0698 ry CLASS 6 AGGRECT/1 TE PER ASTM L�698' OR „3/¢ " SCREENED ROCK 4 '" MlN. moo /J PA YEMENT REP ENT SHALL MEET EXIST/NG THICKNESS AND K1N0 WITH THE FOLLOW/NG M/N/MUMS: ASPKALT SURFAG/NG = 3» M/N__ AGGREG-'TATE £��A�E COURSE 2J QA_�E COURSE REPLACEMENT SHAGL MEET EX/ST/NG THICKNESS WITH T.�E FOLLOW/NG M/N/MUMS: AGGREC:/l TE BASE COURSE = 72' 3J O/RT / TOPSO/L PLACEMENT SHALL MEET EX/STING TH/CKNESS ANO K/NO W/TH THE FOLLOW/NG M/N/MUMS.- 4 T" TOPSO/L_ 4J SELECT MATER/AL AS FOLLOWS= 62 MAX/MUMSS/ZE /NTREMA/.NOER OFGBACKF/LL TRENCH CROSS SEC T/O/V SCALE- 3/4 / T—O' FACE OF P/FSE DE•4 O ENO WYE TRENCH W/ — AS SPECIFIED —i 1 SEE TABLE FOR AREA { OF CONCRETE TO QEAR � - �j S C F-BAF2 jl1 ON UNO/STUBBED EA.?TH �-� i�_�/; M/N1MUM THICKNESS ARE-rl EACH S/OE -� EOUAL TO P/PE O. L? TEE 90 45 22_ S ELBOW HOR/ZONTAL OR BOTTOM OF 1/ERT/CSL S/ZE ELBOWS TEES � GA TE //VCHES _ OEAO Y/iL t/ES T'4 8L E OE SE/� R/NG .4 RE•4 S //V SQ_ FT_ TVG_ CO/VCRETE REACT/O/V BLOCK Z?,E 4 /,L S � THREE P/EGE AO✓(JSTABLE V YAL YE BOX O ti D CR'1 DE 2 "" SOUARE NUT BR/CK WATER MA/N __- � _ - - - � SEE CONCRETE C»'JTE - - 4 - - - - � REACT/ON BLOCK YAL YE - - e - DETA/L TY,/�/C.4 L GA TE L�.4 L- LSE r -- B - 6NV ar.ca SECT/ON EL.EV.4 T/ON STi4/VOARO MANHOLE OETA/L EN GiNEERS ��,j—!��`J�S�}Z GO�RDOIV 1\AE YER INC_ S SLIR VEYORS Cz 778 w_ ctrl sweet, SuFte 200 i Glenwood Sprir-�gs, Colorado 87607 (303d 945-7004 CFAX 945-5948) scNn/ruESER 4spen, Co[ora do (303) 325-6727 CORDON MEYER ELIC ,SP1 �I�.rG,S` FILING 6 AS EASEMENT OR PROPERTY L/NE PUMPER NOZZL E W STEEL FENCE POST I — O SHALL FACE / FLAGG/NG ` TRAFF/C ��j ACCESS FLANGE THREE PIECE F!N/Si! GfZ�IOE _ Ae7:lUSTABLE Z YAL YE BOX G / f/2 " TELESCOP/C ELEV CURB BOX EXTENS/ON("SJ � c.� '�++ Z AS NECESSARY - Q Z R/S/NG STEM � d CURB STOP � GA TE YAL ✓E � � � 8c COUPL/NG o O OV WATER MA/N T/E SERVICE - CORPOFl/-I T/ON STOP TO BUILD/NG BR/CK - � COUPLING _ TYPE fK» COPPER - CONCRETE - _ _ _- ` _ - �� M✓xFL SERV/GE L/NE _ / TEE OR SW/VEL SER✓/CE _GOOLE W/ M/N/MUM OF 2 S!R aPS TYf? WA TER SER i✓/CE ©ETA/L !/2 CU YD OF Y/2 " PRO ✓/OE TWO 3/4 " GAL Y. SEE CONCRETE COURSE CRA YEL T/E RODS li% E -YE BJL TS REACT/ON BL OCK ORA/N MATER/AL OETA/L NOTES lJ ALL ✓O/NTS FROM MA/N TO HYDRANT S! -FALL BE HARNESSED' MECHANACAL ✓O/NTS OR FLANGED ✓O/NTS_ 2j HYD.?ANT YAL YE ANO F1T77NGS TO BE 2S0 P_ S_ /_ RA TED_ 3,f POL YETHYENE Wi4/-IP SHALL COYER O- L P ASSEMBLY FROM HYDRANT BASE TO WATER MA/N_ 4J ALL HYDRANT LFJ-ID P/PING TO BE O_ l_ P. 5J HYDRANTS TO BE PLACED AS O/REC'TED 8Y ENC/NEER. /�/f�E H YOR.4 N'T A SSEMBL Y n //\/S7TAL LA T/C:_,)/V OE7-_4 /L vvs 7 � -s � P>aL-c_Lt.'T w�wr✓i->ot E a .w Cl-F•a/✓o/.a7 vis- x s' awc- � sw x sw- _ sr- \ _ TYPK��L i4/R A/11GO Vl4CLJt/8/' ` �iacsao > uNE RIELIEF ✓.7L.VE" QErA/L TERA.I/NAL �{.G4NHOLE Ns ,� AFa/r✓ /JxE ro ,l,— F.cs �, v, ate_ +o.c wow,�v. sv� ,..r �.. r s_ TYP/G4L VAL VE/FLUSH/NG G`ONNECT70N ,�_ x o_ p,z ,,,�E fLOw O//�LG•TION V cLF.aiw�oi/r 02 ! voi l sy !os "w/cos azn.F VAL VE/FL UVS/Y1NG CONNEC770N REY/S/ON N_ T � 4 � PRECAST MANHOLO' • , 77'F�C3�L CLEAN GClr QIErA/L ABY PVC PL UG YAL ✓E CL EANOlIT FLOW O/RECT/ON NS NOTE- LOr%n TE AS I=OLLOH/r- NOT REOU/REO F/L/NG 6 TYP/C...4L ARV/FL USK/NG CONNEC7'70N N/GN PO/NT LOCr4 770N TYP/�`.4 / _SFi4 f//CE SCHEMA T/CS OA TE I BY UTILITY DE>TA IL SHE'E'T Ora w� 6y- f T App>-" by' �HTG O,F GRAPHIC SCALA 1 1 iucl = 30 ft. DR/✓EI�LA Y vow vom vow vow vow '00 vow vow 7 y/4 " PVC SERV/CE ' FORCE MA/N_ Air 45 - \R TYP/CAL /NOlI//OUAL � ' PUMP STA 770N - / / �' GRA V/TY CL E.4NOUT (T'YP J " / �� L OG'_4 TE S'— y O ' FROM RES/OENCE / L / O� \r / Z� / ENGfiVEERs 3C1--iMiJESER GOFia4C>" iVIEY�R INC_ SNI SlJ4=7VE1/ORS E'LI� ,SPRITG`,S' -rs w_ 6r1-. straBr_ s...lte 200 tlarfwood Springs. Colorado 8Y60Y SC+-iw�LESER e370) 945-7004- (FAX 945-5948) GOROON MEV'EFt Asp®res^ Colorado 1970) 925-6727 I+-'II� I SMALL p/gMETER PRESSURE SEYT�R r[� TY�/C�4 /— 4OL44 /— S YS TE/li1 NOT TO S!_�>gLE REi?S/ON • EN VfRONMENT OfVE GRffVDER PUMP FEATLJI4,E fDENTfFfCATfON 1 _ ag1N DER PWMP 6AS1N - High density polyeth Ylene (HOPE). 2 _ ACCE SSWAY COVER - FFI'P (turn"vshed witl-e padlocK). 3 _ ELECTg1CAL OV1CK OISGONNECT (E Op) -Cable from pump cora terminataa hare, 4 _ POWEq ANp ALARM CABLE - Circui;s to ba installed in accordance with local codas_ (-FOO 7eeT masomum lengtl-�) 5 _ pISCONNECT PANEL - Rain proof (NEMA 3Fi) enclosure. Equipped with circuit bred Kera o disconnect awiEctt_ Locate according To looai codes_ r B _ ALARM OEVIGE - Every inatallaTion is tc have an alarm davit ert rhe homaowreer of a ppteTtiial maifunciion_ Visual devices should ba placed in vary conspicuous bcatio ns_ T _ fNLET - EPOM grommet (4.5^ 1p)_ For 4.5^ Op pW�/ p;p®. Ifl _ WET WELL VENT - 2.O' tanK vartT, suppliad by factory ire units with access ways. f) _ GRAVITY SERVICE LINE - 4^ pyW, (q. S^ Opj. Supplied by oih ers_ 9 _ STVB�UT - 4' X 5' Long w t h sh_ab-out, to be installed aT tlme of burial unless the gravity sarveca Ifna is connected during Installation_ Supplied by others_ Y O_ pfSCMARGE VALVE - t-1/4•• Female pipe th read. 7 t_ pISCHARGE LINE - 1-t/4' Nominal Pipe size. SUPPIred by others_ Y 2_ CONCRETE ANCHOR - Sae Chart 1 for speclf-ic weight for your station height. Supplied by others. l 3_ BEp DING MATERfAL - 6^ mintmum depth, rountl egg regale. (gravel)_ Supplied by others. t 4. FI NISHEp GRADE - Grade line to ba t to 4 inches below removable lid and slope a ay from. ma aration_ w l 6_ VENT - Indoor installation_ See section 6, VanLn g, on page 4_ 7 6_ VALVE - Fu[l ported ball valva. gacommara dac+, option_ for use during service operations. Supplied by otttars_ 7 7_oCONp VIT - 1 or -1 -1/4^, material and burial depth as required by focal code, Supplied by there_ l H_ VN^ON - la-�u4^ or compresssfon type coupling_ Supplied by others. Cap t s boar sleeve and hose clamp type coupling_) Y 9_ VALVE - 6a11 valva, must Provide afull-ported Y-1/4^ round passage when open.. Supplied by others. 2 O_aRa Ft - Re4 $fotl 40 lift tank after ballast (concrete ancho ) has been attached, 4 places, IY Paced and Leri K. ✓ob No. J �Q �G — � PU�l"PING' SYSTL<1V1 o�r�- 3/79/99 Ow _ N me_ LA3—SO t OF- `'f- MANHOLE R/M TO BE 7/4 ` BELOW PA VEO OR 6 � BEL SURFACE FROST PROOF OPS 4 O iY GRA i/EL OR 1J/R T SURFA CE CAST/NG TEETER FOUNlJR Y > y3S OR EQUAL_ .F/NJSHEO GRADE PLACE 2 " R/G/O STY,�c'pFOAM /NSUL A 77'ON CUT TO F/T OPENING ON TpP OE /NNER Ll0_ TERM/NA TE SER VICE A T R_ O_ W_ L/NE_ SEE SEf1�R MASTER FLAN FA C/L/ 77ES ON LOT BE CONS TRUCTEO B Y LOT OH?Y/ER A T 77ME pF RES/OENCE CONS TRUC T/ON 2" R/G/LJ y//SULA 770N ON OUTSl1}E /'��-R/METER OF MANHOLE NOTE- USE 72 '" E/BERGLASS 4' f_O_ PRECAST BA TT /NSUL A T/ON TO �7J CONCRETE MANHOLE Yll. t'AP EXPOSED P/.�E i� AND (2J COI/ -R TOP OF SCREENED ROCK_ 2" PVC PLUG 2`" FEMAL! THLJ p APAP TOR .2 •` FULL Y PO./t�"EO C TRUE UNlJN BALL VAL ✓E VGA RELJL/G'ER ?` .THD CJ_ ADAPTOR ro 2 8 " OF 3/--" " SCREENED ROC, CENTERED UN7ER MANHOLE � - o o m -_ .- 8 -- SCH 40 P VC 2—�4 BARS SCH_ 4d PVC- TEE 3 ` O VC FORCE MA/N � SP/Gp T AOAP TOR' 1PS SP/Gp T x TUBES/ZE �2 PLACES, N T_S NOTE MANHOLE SHO/•YN OUT OF ROTA 770N /N TH/S VJEN/ DO NOT POUR CONCRETE /•11 Ty//�,/ y2" — OF FORCE MA/N_ r[� TY�/C�4 /— 4OL44 /— S YS TE/li1 NOT TO S!_�>gLE REi?S/ON • EN VfRONMENT OfVE GRffVDER PUMP FEATLJI4,E fDENTfFfCATfON 1 _ ag1N DER PWMP 6AS1N - High density polyeth Ylene (HOPE). 2 _ ACCE SSWAY COVER - FFI'P (turn"vshed witl-e padlocK). 3 _ ELECTg1CAL OV1CK OISGONNECT (E Op) -Cable from pump cora terminataa hare, 4 _ POWEq ANp ALARM CABLE - Circui;s to ba installed in accordance with local codas_ (-FOO 7eeT masomum lengtl-�) 5 _ pISCONNECT PANEL - Rain proof (NEMA 3Fi) enclosure. Equipped with circuit bred Kera o disconnect awiEctt_ Locate according To looai codes_ r B _ ALARM OEVIGE - Every inatallaTion is tc have an alarm davit ert rhe homaowreer of a ppteTtiial maifunciion_ Visual devices should ba placed in vary conspicuous bcatio ns_ T _ fNLET - EPOM grommet (4.5^ 1p)_ For 4.5^ Op pW�/ p;p®. Ifl _ WET WELL VENT - 2.O' tanK vartT, suppliad by factory ire units with access ways. f) _ GRAVITY SERVICE LINE - 4^ pyW, (q. S^ Opj. Supplied by oih ers_ 9 _ STVB�UT - 4' X 5' Long w t h sh_ab-out, to be installed aT tlme of burial unless the gravity sarveca Ifna is connected during Installation_ Supplied by others_ Y O_ pfSCMARGE VALVE - t-1/4•• Female pipe th read. 7 t_ pISCHARGE LINE - 1-t/4' Nominal Pipe size. SUPPIred by others_ Y 2_ CONCRETE ANCHOR - Sae Chart 1 for speclf-ic weight for your station height. Supplied by others. l 3_ BEp DING MATERfAL - 6^ mintmum depth, rountl egg regale. (gravel)_ Supplied by others. t 4. FI NISHEp GRADE - Grade line to ba t to 4 inches below removable lid and slope a ay from. ma aration_ w l 6_ VENT - Indoor installation_ See section 6, VanLn g, on page 4_ 7 6_ VALVE - Fu[l ported ball valva. gacommara dac+, option_ for use during service operations. Supplied by otttars_ 7 7_oCONp VIT - 1 or -1 -1/4^, material and burial depth as required by focal code, Supplied by there_ l H_ VN^ON - la-�u4^ or compresssfon type coupling_ Supplied by others. Cap t s boar sleeve and hose clamp type coupling_) Y 9_ VALVE - 6a11 valva, must Provide afull-ported Y-1/4^ round passage when open.. Supplied by others. 2 O_aRa Ft - Re4 $fotl 40 lift tank after ballast (concrete ancho ) has been attached, 4 places, IY Paced and Leri K. ✓ob No. J �Q �G — � PU�l"PING' SYSTL<1V1 o�r�- 3/79/99 Ow _ N me_ LA3—SO t OF- . CM/ . ..- -- •_ "- - _ - -.- err - - - _ -F. _ - " _ - - - .- � � --3f?. --lv -• -.'B- - �— >a�r - - '� G•wIP- - " - ... .- - : - - -_. - - _ .-. '. _ - - - .. �-- E-EC/TS � OE .if- B - �: �•y - _ _ - - •-iJtZf�L1'�T \ - - 6- � - wa �Lran ... "_.-_-.•- - ---- - �----. - _ -_ �r/-��_��_ - /sRQfiFRTY• - - I _ -. -..- -_-. -_ •---__•- - ._- • - ._�- - � --.-•- .-fB—£•A/P. -_- � -.'.. .. �... - �-- -: .�- -- .. -- _. � - - 1 R � Ul _ E/VC�INEERS G�+���S�F� GOR�OIV MEYEF2 ING. SUR VEY0f33 Y8 W_ 6th Street, Suite 200 �� /arawood Sprlr�gs. Colorado SY601 70) 945-7004 fFAX of ---47C3> 945-5948) scr-en�Lrf=st=+R spa,ra. Colorado (970) 925-6727 G6RDON MEYER mC�sgmin c.cam rl FILING 6 ~e R RE✓/S/ON l�3TE 8Y ���INA GE MA.S'T�R ✓ob nr _ 7502— 7 4 �� a� 1 F-7NAL PLAT SLJBM/7-TAL F/L/NG 6 9/08/00 O'!'✓G a�o.,,., by• os -o Aper. by- OM%� `� _ LA3O�a