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Home My WebLink About20230177.tiff■I WELD COUNTY, CO ■I WELD COUNTY, CO OLSON BROS, LP AND SPRING MEADCJWS DEVELOPMENT, LLC, PUDF22-XX:X PART OF NE 1/4 OF SECTION 30, TOWNSHIP 4 NORTH, RANGE 67 - u. u�� WEST OF THE 6TH P.M., WELD COUNTY, COLORADO, LOT B RE -2746 s�� ,��°�"'" o0 1/C 10 II-LCIDLE a I / SC HMI(F TdF 11 I H- fiI H F 11 / J i v1R'1A ..61NI-A:I`h IFFAant,-FR 19 I- liN^/;L I FNiT} A40•RP I 1 At 141IJ!'Ivl \ 'd \\0 - - -- i:i pO,JEg3� C / _- 1 - _� I - - - -. -_ - CAP STAMPE A5S-10...4‘.. Y T s, r� \ ai )) —I 1 � \ \----SOT 'y - - - - - - t -_ - - - 1—I - I Fxtsrmw,-,�c Ac�ESs I�_ `_� - - - - - , - _- - S 88`UH'53• 1 -( - - - - _- F, 2605.00:- - -- - \ r I -- I - - -- _ 1— Vic-- .�— cFu.yE a%, E— — — - - — — ` 1C+ J:Hh4 NCR—�I. , - - -- `�_}'-_R4VGE67'vFT'T € - -- -.:::761:7 7FT-1 GTN P.1A. I - _ - ___ - i 58E'Cg5�'C,217,@8' I I _- - 30 FCS!INL1A £G HEd,'\Ff:-II\IM,NLI}V\I ,a". ,/' }. 1 — ` --- LEk&4I H SN I -I A'1 1j2' ALL fv11Lll.11,1 CAPSDifa1FF1 AS S-ICINN. Ir 'I _� ifrI i3' FPC.P,-1-,'-'1 =C. 2 -'-..-•-• `?ar•i J J - II cA.SEf!&PT DEDIS i'L I: RY THIS P._AT y6011.0.W, 30" tkC 1 BIDE OF SECTION L NE, JULY 2471-L1691, I .IX CLERK AND RCCORDCR BOOK 48 PAGE 352: =i v --_ S PFORDSD DRAG A IV I LI Y =AS_fvL-IJI DEDICATEE'OY -HIS'AT -,L AT II 1 hI! [ ? J _I-EL'aECFP,o4J:'e'.4Y JIB 7 ! 6. I "O OC'PPr. `1 o- a npl TC IVI: _NH l awl• �l ",'.'�l/\-I:,AI I :F.1P::^� r F:ECrI'15.X-; :\If,:. 5Jb-, lo, Ff_:::u-0it;,l/+N'JARY'lc H,?. •:` 1 ' I h ='' u n :i, 6.714.0 41' aC FACI I I. N ,."PRL DE OF SECTION111 I _ '.?A I, C_ERK AND Rr•'a'R!YP Rf':15 2 PAM :vi:II :t0 --� 60'RL: ,d SO EACH sI]-.-,F UOVNUi1hY UNt GC,U tt'll l -I / / / / f , ren 211. I ', , 1 r''AIL a. GAS ETE[4CK FORA / —Il -A. A?.4tro•• -I •WELL 1 rENG- ING A3.6.3CESS ' ii r % �I l % f. Lor5 56.78 AC. / / y Upti4jl / a' ) J t><; 18-. I t in Fe lb X1)26 —RN AND RZ.LRJ=? FE+.EFiUN P,J eJDb6:i. t `! ) j ` ` ` / a/�a!l:il'Ci�t��A ; ` --O 1 v TNT IJ I F IT an II\5D li ' CJI& CA£5rTnAC L ron 4 • ; 3948)-&AaANDO'ED'/:=-_ � _. `\� 4r1 ', LEGEND v. � i <-0-<< / 1 1.3 ;; t :F.7 FCAII'Jr1fiF•C7lOI\CURWF8ASNOT -I) \f 99'C•91eU Y", Q' / N. V 60• Ht.*. x 3 iLOAV . SE-eNBER 14TH,1Mit, ,'.15.5$..:9`.. 4e: \\ <u 116. •_�'o E, '1E9.a0 I \ Gi;�, ( I I ,_t,1 FUUVD C14E-QUARTER CORNER /AS NOTED CLERK A\DRE:CFTJCa7 - --�-r_• *� ,$: e' .. ---� ,0,F PF.Cc PCr; I\^- 40176. \\ q�`r ♦ +yl-.0 1. �� _In i�1 SET 18' 4 REBAR WITH A, YELLOW �/ I Row >h'14PJPr. .�v_: / + Il 1 NLAS11C(.:A SIAIMED 39729 I,2 As6ry N l \ / v s; :-.1 R.tr J- .SF. TFh1RFl I=TH. 1x.! oNJ •U7T -s• _ --..--- n S 3Q'v7gy•;d 1T UTI TAI L� UY I I II;:, r . 'tl' 7+,•K1 I FGUVD ?Jb RE3AR OF UVK1 I�JLI'l4 LENGTH I C) R'_G��PT10N i'J 4IG". IPee i• I", I `t. I I \ v / 4 c --r,..."1- \ ` al f: r_• i \ N N / .!`fir o / ,I. II0c 7 a NN , Er'. y I • ^ 'N .\ ./ " '" r L01 4{{ .7 / .� / /I I ^" I m I' I POC4Oc EO OPt C & .11 -LIT/ _E OvFt..C DrDIC.\-E7 5y' I -TS FL,'+I �. J COD kl4AFR MI F t r ] QU (W RE r c y ROW LINE a1_ _ _ :_ s EkSEMEIV I _INE IIIL I I EJ,IM AC '„ C� � i...4.:-.... •/, � / a1 _ _ t < ' ` -. - / / / I LoT 1 FFNCF I � • --- / i / FirecasE:,N•er I 5.51 AC -, w SECTION LINE ,ter r1 F''\ I I 1 s 1.ty \ I •rl nr nl RPIII I:,aa :�'`'C. ` '� t� 1 :ZO'TO'CYPIC'1.a..NSTOWN'l U\ERE3OREEDJU RE:: NO 34'511.1' I �15'v021,.4T 4EcFFIDN NO.•1T3G062 „.„,„...--I / r, P-,Or^.':CD CHING B. �: a' 8 - DOUNDAnv UNNE i_• a is SI RUC I J: Iea$t bACK J' ` _` / Il IICT FASEVTNT ¢ G r - # � 7 AC \ `.1 __ / 'I 1-1. (ZED kO ;N, I I brJ I ;A-VO 13Y. Tin PLAT tfJ OVERHEAD POWER LINE cu ` _ ~ _..e•L 3,"• 1';6.0 I� A � LJ ~ - -- '— �� I`C.' re ` - — � ` ei,`'/ F - - �r ��^ C'2� ��Y UFUICAII.1. RAIL -LUAU CEN I Eli LIVE — �- •.�....r� '^'—i „an r E,+aE„1LII LOT 2 • - �— —' - —�_ - —t 'f 1 4 fY FROPOSFD -RNG• 6 C`• _ , i B" -141; F". AS r Ft BU' R9 ROlt TG'.'.i-Fi\N:=:: t^I'. _ • 3_ 4,80 i�., ` REGEPTCN h7 I'.II RECORDED I •"—_ \'� � cSr �.-<' // ' c T1 19 PHC. O..EU la',hIC 3 ,/\; W1 f3 G4%.. ! I- LrY=AOC(.1=`JT-1 `• C!L°DICAICDnYTI13c AT NOJ1`1870''A:t :91670 SC .Fla-JI lE C3vr EEC 'VC, .I O lax > > RECOFDEJ-ON MARC- • ]Ti 316 � � _ .- / is 1"1 f' OA. • �C ` j '� rOCFTEE BY Tll_ - 4T I An 3414 a; IINl Ixl rp1 H I I +C PROPO.DEL DPNEI & 1 U-I_ITY CADE4E1\T 1.C, Jfd1L.ARf 371• , IJJl1, J iQ 1 --- 1- �- 4 1011T-IUNE I\i ZNT-1C:D•IEP / 1J cC '1CP. 30 i,_ tSI r FIOT1 / =A147476, a ST r-Ilrc1 P.M iii OLNh 6 FC3 R U- U•:KVCJJIJ I 4 M hVil-H z PTALLIMINILIM CAPS7AMPCD s.2 EI!O'%N ` GIJ file / NE 1;•6 \ / Y' Il 6,17 1 e I ,>_a3u % Sift': it: ` \ TAN ROHN T4.I REPS � 1 S S f \�:/. J Y/ I I GOR.1tr StLTL'•13r :ohNs-Ilra I. A NCRTi AHGEC i EJ J -T -'E To. -6Ti FI1. r', I'\D. ,FCD4R Jr -,� UNI<NC' 11 rLGTI- 19T J r• 2 V1' ni. LI '3 AWN nl MCA .TAMPED::S :n LT? OM. I P ILAT2•BY T1-1£ I,P,J DAN() :4k UTIIJTY '1.554fE1'1 I I DED6.A7F0 Ffl' THi5� PIA- . I �` ' I ....---- 5u^ �� k 5'�"• •^. 1 _ /' �, Ia 954\ vI - .+ , - . . ✓ ' -' .-+•-'. .i' - :: �, z_• C'l � IOQ.� - ,•, �: S lntta �--' I �� -� I CURVE TABLE SO' PISRIKEESi�TFREC U. D=C1=CSFD rRN6 8. I ! . , - CLII WE J,` AHD LEN. i1 H HA.DIJS DEL IA ANGLE CHORD BEARING CHORD LENC I H I EASEMENT 1110 ,1fr1Da2 muTYEL, tr.'05 uLun I.e. CO :.:.-:" rI cich Xi Isr? ;n xi..ar:•' .Sa, s'gPA" OM ', AlJVU I. �' / �" I-, ," et 4 121084 IC SOT' .0$7"E 92.,3: ' LOT I : f.,\ �- Tjski- LINETADLE (_:3 11: '11111 6-K IIlail' !:65 ^2'51'6-' 5721 ki i .5,37 AC I INF 4 RFAFINS rllSTANICF 04 .419.GJ 1677.0(1 'lITr10:JEn 1'60'4745'C 4-7.7' g 4, TI- 5':4'}a.l I4 .. , Li $01'2002' 120.32 I:n :Am /I lie cm. i••:. / �� 10 ETlOPOiCO, me a 1O4.47 E600. 1EB4'J 1=' N'2'50_7'E 13'.37 �, -_, UTIL1veA?ELTENT Ty L2 427-3€ o9 E 10.CC �_ - l-- • 'A. m - :13154it:' DCDciarn BY MIS / �•� \ `,�Y LO NOO-0018'H 40.CJ0 13'16.84 .144'l'IC N',307t!b1 f1IG! ,` I J . r•• �. f+ 1,4 :OCR :9 00 071 /f: r u: 14 6 C N1 1CF 1/H III 45.47 70 0% 10'17' 00'117( 66 rte¢ •n, 530 P29 1 LG •0C 1E'SGE 6040 :., 1a h: I Ill 11.(1i6.34" 11.11 1 ,••:, 1:i :InI / I ks / \y w L8 !1J,: 1255F 61 AT CIO 11L, 65 C.30 07'42'20' N$7.261:316 00.40 / , ;•- / 4N HOMY I I / P,4E 1'W 1� S 4 an CII 41051 6172?0. 15' OTC" 566:61,73"A' 4092 / \� i y A1' °J EAST (:UP.FT=!i ;XJFlNEi SECTION114 CUIF,N1/'s+ V:M. Ci2 GI .02 E602 71 09::7' PC 7676 •1 / ., - ` -� i \' a t " IJI:; II -4 NOTE, MAGI: 07 I • -u:1 -A O-TI_0T I-M.rOJND4 :1C CAS W ' 161n84 iD st3=" I'4' 4!Th E 37;1' I �, n iAn or UNKr.cori � J'cn •v riI C14 CEO 33i 1472.70 2284'4x` £724'2≥'-:: -7S.K ,� V % A 2, s ALLlall\V.I CAF STAMPED GIS 126Q.20 1216.64 59'20.16' .566.13','3"E 204.64 AS E:L10'•4'N. 11A I-: Alg. HI;' -70%1 I.IfA'A•TJHY iAf;l'>C1 I ID 3050 37th A'Je'lue, Suite 200, Greoloy, CC 80684 (970) 53.5-931 R - f8X. (97D) 53.5-98.54 AGPROfessionals G'AT:. 05? C-22 Jas Ne. 2.185•C1 PUDF22-XXXX REV SOFA! `"HT 2 of 2 Eit SECTION 30 TOWNSHIP 4 NORTH, RANGE 67 WEST OF THE. 6TH P. N4 COUNTY, CO ID: 213 Canyon Crest Dr. Suite 100, DEVELOPERS OF AGRICULTURE Twin Fals ID 8 3u1 II: (00R) 595-5301WELD 1� A r n I c I I F ) G 14 _ 7 - 4 _ 4 SPRING MEADOWS PUD PART OF THE NE 1/4 OF SECTION 30, TOWNSHIP 4 NORTH, RANGE 67 WEST /-4.- OF TI -IF, 6TH P.M., WELD COUNTY, COLORADO, LOT B RE -2746 T i i post.... AaESg+• COUNTY RD 42 -�- _ PRcr(TVBouHOARv —' _ _ 150'RO.W.) ` I -_ �'� — _�_ �_ EXIF(11NG AG AC/:E_ �_ ' IL�j�^��-_ f l_ `� - - - -.- .` � fir, _,_ t;� � - - _� \` �� / .I.._,I5.PROP08® - f IPRIGATGN BCVC 014NG. 6 UTLRY EASEMENT RSSIO' 00 -MID GAS MUTING Fivol :ifRUt; RJREB SETBACK NY ROW.. 30' EACH SIDE CF SECTION LNE, JULY NTN. tti•HA IIRRN(,. aUiIUTY Fa.TEMEN7 4I GABWPANNG31GN8 1 (PROTECT N ('LACE] I I 4 4 I —O I I 1 ;, I II EDGE OF ROADWAY 50•Fire NEROW TOSINCLAIR}l315 PJAN TH,�0%I`r-'IICOSTING 544 RECORDE ) )tr r CONCRETE J • I4L le ! I 50' Cll. K GAR SE TRAM FCR I A511U7 &ADANUCNm WELL DOSING AG ACCESS r �• 1 / 11 / 6D'R.O.W., LINE; APRIL RE(XRDER 30' EACH ETDE OF SECTION - AND E I, 188 K 2 PAGE BOOJC2PAGE380. I 11 II _ .. [5 LOT 5 "I 30 60'RO.W, 30' EACH SIDE CF BOUNDARY LINE; OCftEER 16TH, cs n 1 7 1 VERIFY LOCATION / ` -` 50'Q4_d GA£8£i80.d(FOFl EXISTING POND A a`71UT8 ABANDONED WELL1. I 9 �r-"✓(i / / Fp' :OW, (1F.RK AND DER RUMP ION NO 2996W - 301 �f{. / .. 444"' EXITING I _ �. 121'(]ILVF.RI � IHV IN (W) 49710/ INVOUT(q A973,1 /� I O SHED \ (� I H'_ / G FSERVECE I Ili I. - ,1 GAS WARNING DONS\ ` �O _ WATER TO M ETER / LI y.Cs (PAOIECT-IN-PIACE)8/1EU 1 _ V 18— DETERMINED IN FELD) ! CC 3 //-(LENGTH // _L�7TUNE- ,� / a / 80' ROW \ -� .Y III o<�O(�Q`i �I +, r d �, S.. / b COlIFIECTTO EXISTING CURB ( / STOP VERIFY LOCATION N FIELD) — ' ,� /// I t� iXK)POLSU UFNG _ t aUT1UTYCA3EMRJT �, J IRRIGATION PNOTWHEEL TRACK / /% �T Iyl ) ` \ \ I / / / / 301Yeao.w. N \ / I 10 PROPOSED ORNG EXISTING FM - aUT1UT %EA9EAIENT EXItTING 1Y CULVERT 3 14TH, �. . i ` N V nr (N) 4037 F. 5T RO.W, SEPTEMBER 1891. CLERK AND REO7R0ER I III ' r \ -i ` NVOL1T (Aims/ 4 ) I ( ❑ RECERTKiN NO. 41077 3'R,O _� N i / i W,>PIEM BEA/4TH, / /f CLERK AND RECORDER '?`•¢¢¢¢ I 1 Q Z i 1F RE9`F.PD('XY I N1891, PROPOSED WATER METER NO 40178 8 , ' _ ,r 4 GAS WARNINGSIGNS LOT 4 G �` �•° ` �(PROTECT•NMAC.E) O4s'�' `� t/- -a %` / ea I - •Y .. 5 ) I a F O 1 i .� \ -^ �- CCNNECTTOIXIS INGalFIB t�"7 .ly, n��' \ BTCt' (V13IIFY LOGTION IN FIELD) i,,, / �t 1 1 � (,n 1 . - I - ` ` . % , t5' PROPOSED ORNG LOT 1 a}j UW,� I- 6 a g t ^4 �� EXISTING Ri / I \ PROPOSED EDGE OPROND I 24 PRCPClSEO RESIDEi'JTIAL ACCESS tr ` OTU / -/ J` 6U71LDY EASEMENT I _ =A) ? v2iwr _ /wH �• � 6 �/f�' f J ) I 1 ` ` EXSTING FH E30SRNGJOHNSR7htJ 16'WATERMAN ~ '` �` ` � � / " 20'TONN Of J01INIiTOAN PIPELINE RECORDED JULY 153021, AT RE TICK N0.47J5962 DC I6"WATER AWN 10'PROPOS®ORNG .- e.unLrrrenaoaENT �_,�,r-� • r=rWATE _. (/ 1 50' GAS ESMT AEC N03451154 '�_ 14uiiuni sEMR 6 i vnunvsE ) EXISTING 2A'CUl1r£RT aC ' /' �v PROPOSED R.O.W. r INVIN (W149318 53Z5 _ T/ w -.;t .v w_-. - �_ • — _ 9 ^3` e w �— _ OUT 49 �,'N' ``- INV (q 31.2 �/W.--�- ,N — . K' �'' 4 -� 'µ. -�—� N' W �� Tic �- �� -�'rl .� mac.-_� •.-�- _ J _...�� SW CiLAIR GAB -\� . )' I1' I -- WATER SERVICE8 TO METER TOM L The?, ,c/ j—-- FRCPERTYBCIINOARY—V. (LENGTH DETERMINED IN RELD) RECEPTION NO. 00606,F.D w _ _ j Y I]` t•� f5'PRp'XY3EU URNG 30'PIPELINE ESMTREC NO 4191032 l•1 I I p JANUARY9TH. 190.5 PRCPOBED WATER METEHQ ` •/ - a 8270• OL AND GAS & UTILITY EASEMENT �� C RECORDED ON MARCH ?ATH, ^A18 R1RU(:7REF. f`FI7TACKI d Dp811NG GAE .STAUCR1F1E8 4-1 i+' l"r..1 \ $ ,L w n 4 I. I 4 ) . I I I (+ PROPOSED MITER METER * UTILITY EASEMENT LOT 3 10' PROD OPtJG &. UTILITY f'a-'7T1,IENTT,y� 1 30' PFEUNE ESMTREC NO.4481032 / / / ' fZ J.. I I C I t0' PROPOSED ORNG G ( LT' EASEMPROPOSED ENT I - & UTLRY EASEMENT I LOT 2 -` i y,}h-ys• • I �, `..-,, ��}} h1'1'r' • / P1'` {c•' r -'• Y Y C �,�'' kk - . _ • (`I 7�i 1�Y 40' PROPOSED ORNG &UTLITI' EASEAI--" L I Y `�/rJ� k1 YHA GASWARNING (PROTECTIN•PLA( I ..� _ r .r•-� � - j }t�tF FN ...._____.-r-__•-. ��„r SOWING CULVERT INV IN (S) 4336 7 r INV CUT (N) 1935.41 SIGNS j I I I — — �' UTILITY PLAN 0 100 SCALE: r —100• A I 8 I 6 L E I F I 0 I 14 - A .; 4 6 0 Wo I o 9 ki b M :i v —I 00 r co al H V )F4 r3G ■■ ig rn Z Sc F /O9O lows Pi PLAN CO SPRING I\ UTI] UT -1 OLSON BROS, LP AND SPRING MEADOWS DEVELOPMENT, LLC, PUDF22 XXXX PART OF NE 1/4 OF SECTION 30, TOWNSHIP 4 NORTH, RANGE 67 WEST OF THE 6TH P.M., WELD COUNTY, COLORADO, LOT B RE -2746 LEGAL DESCRIPTION: BEING A PART OF THE NE 1/4 OF SECTION 30, TOWNSHIP 4 NORTH, RANGE 67 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO. BASIS OF BEARING: ASSUMING THE NORTH LINE OF THE NORTHEAST 1/4 OF SECTION 30, TOWNSHIP 4 NORTH, RANGE 67 WEST TO BEAR SOUTH 88°08'53" EAST BETWEEN THE FOUND MONUMENTS AS SHOWN ON THE PLAT, AND WITH ALL OTHER BEARINGS CONTAINED WITHIN SUBJECT THERETO, SAID PROPERTY BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST SECTION CORNER OF SECTION 30, TOWNSHIP 4 NORTH, RANGE 67 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO. THENCE ALONG THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 30, NORTH 88°08'52" EAST A DISTANCE OF 217.88 FEET TO THE POINT OF BEGINNING; THENCE DEPARTING THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 30 AND FOLLOWING THE BOUNDARY OF LOT A OF RE -2746 FOR THE FOLLOWING 6 COURSES: 1. THENCE SOUTH 01°26'02" WEST A DISTANCE OF 120.32 FEET; 2. THENCE SOUTH 21°56'39" EAST A DISTANCE OF 40.00 FEET; 3. THENCE SOUTH 00°46'50" WEST A DISTANCE OF 175.72 FEET; 4. THENCE NORTH 89°00'19" WEST A DISTANCE 40.00 FEET; 5. THENCE SOUTH 28°06'02" WEST A DISTANCE OF 501.90 FEET; 6. THENCE NORTH 89°42'49" EAST A DISTANCE OF 488.40 FEET TO THE EAST LINE OF THE NORTHEAST 1/4 OF SAID SECTION 30; THENCE ALONG THE EAST LINE OF THE NORTHEAST 1/4 OF SAID SECTION 30, SOUTH 00°16'55" EAST A DISTANCE OF 547.73 FEET TO A POINT ON THE NORTHERLY R.O.W. LINE OF THE GREAT WESTERN RAILROAD; THENCE ALONG THE NORTHERLY R.O.W. LINE OF THE GREAT WESTERN RAILROAD FOR THE FOLLOWING 2 COURSES: 1. THENCE SOUTH 74°38'14" WEST A DISTANCE OF 530.46 FEET; 2. THENCE CONTINUING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 1472.70 FEET FOR A DISTANCE OF 990.89 FEET, WHICH THE CHORD BEARS SOUTH 55°23'32" WEST A DISTANCE OF 972.30 FEET; THENCE DEPARTING THE NORTHERLY R.O.W. LINE OF THE GREAT WESTERN RAILROAD, NORTH 00°20'12" WEST A DISTANCE OF 727.23 FEET TO THE NORTHEAST ONE -SIXTEENTH CORNER OF SAID SECTION 30; THENCE NORTH 88°19'08" WEST A DISTANCE OF 1316.70 FEET TO THE NORTH ONE -SIXTEENTH CORNER OF SAID SECTION 30; THENCE ALONG THE WEST LINE OF THE NORTHEAST 1/4 OF SAID SECTION 30, NORTH 00°22'39" WEST A DISTANCE OF 789.51 FEET; THENCE DEPARTING THE WEST LINE OF THE NORTHEAST 1/4 OF SAID SECTION 30, NORTH 14°40'04" EAST A DISTANCE OF 179.00 FEET; THENCE NORTH 02°10'04" EAST A DISTANCE OF 361.06 FEET TO THE NORTH LINE OF THE NORTHEAST 1/4 OF SAID SECTION 30, THENCE ALONG THE NORTH LINE OF THE NORTHEAST 1/4 OF SAID SECTION 30, SOUTH 88°08'53" EAST A DISTANCE OF 2355.39 FEET TO THE POINT OF BEGINNING. CONTAINING A CALCULATED AREA OF 81.72 ACRES. SURVEYOR'S NOTES: 1. BASIS OF BEARING: ASSUMING THE NORTH LINE OF THE NORTHEAST 1/4 OF SECTION 30, TOWNSHIP 4 NORTH, RANGE 67 WEST TO BEAR SOUTH 88°08'53" EAST BETWEEN THE FOUND MONUMENTS AS SHOWN ON THE PLAT, AND WITH ALL OTHER BEARINGS CONTAINED WITHIN SUBJECT THERETO. 2. ALL DISTANCE MEASUREMENTS SHOWN ON THIS PLAT ARE U.S. SURVEY FOOT. 3. PLUGGED WELL LOCATION IS BASED UPON COLORADO OIL AND GAS CONSERVATION COMMISSION AND IS APPROXIMATE. NO VISIBLE EVIDENCE EXISTS TO ALLOW FOR AN EXACT LOCATION. AGPROFESSIONALS ACCEPTS NO RESPONSIBILITY FOR LOCATION OF PLUGGED WELL AND LOCATION IS SHOWN FOR INFORMATIONAL PURPOSES ONLY. 4. ALL REFERENCES TO BOOKS, PAGES, MAPS AND RECEPTION NUMBERS ARE PUBLIC DOCUMENTS ON FILE AT THE CLERK AND RECORDERS OFFICE OF WELD COUNTY, STATE OF COLORADO UNLESS STATED OTHERWISE. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVERED SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. MU ZONE DISTRICT CR42 ZONE AG. ZONE AG. CR 42 ZONE AG. 7 _ cc SAXONY RD DRAKE LN PUD-R ZONE 7° - DISTRICT CAMPBELL PL WHITE WING RD POCHARD CT BITTEN DR MOULARD CT PEKIN DR _ SITE ZONE AG. CR 42 S MUSCOVEY SCOVEY LN ZONE AG. PUD-R ZONE DISTRICT VICINITY MAP II 2000' P:\2400 -N O\2455 - OLSON, ROGER\U1 - WELD COUNTY PUDVgAUTOCAD©\SURVEY\2465-01 PLAT.DW( CERTIFICATE OF OWNERSHIP, DEDICATION AND MAINTENANCE: KNOW ALL MEN BY THOSE PRESENT THAT OLSON BROS LP, A COLORADO LIMITED PARTNERSHIP AND SPRING MEADOWS DEVELOPMENT, LLC, A COLORADO LIMITED LIABILITY COMPANY BEING THE OWNER(S), MORTGAGEE OR LIENHOLDER OF CERTAIN LANDS IN WELD COUNTY, COLORADO DESCRIBED AS FOLLOWS: LOT A OF RECORDED EXEMPTION NO. 1055-13-03 RECX 19-0011, RECORDED AUGUST 7, 2019 AS RECEPTION NO. 4512803, IN THE OFFICE OF THE WELD COUNTY CLERK AND RECORDER, COUNTY OF WELD, STATE OF COLORADO. THE AFOREMENTIONED DESCRIBED PARCEL OF LAND CONTAINS 17.77 ACRES MORE OR LESS, HAVE BY THESE PRESENTS, LAID OUT, PLATTED AND SUBDIVIDED THE SAME INTO LOTS, AS SHOWN ON THIS PLAT, UNDER THE NAME AND STYLE OF AND DO HEREBY DEDICATE TO THE PUBLIC, SCHOOL DISTRICT, OWNERS AND FUTURE OWNERS OF THIS PUD (AS APPLICABLE) ALL WAYS, PUBLIC RIGHTS -OF -WAYS, EASEMENTS, PARKS AND OPEN SPACE, AND OTHER PUBLIC RIGHTS -OF -WAYS AND EASEMENTS FOR PURPOSES SHOWN HEREON. EXECUTED THIS DAY OF, , A.D., 20 OLSON BROS LP, SPRING MEADOWS DEVELOPMENT, LLC A COLORADO LIMITED PARTNERSHIP A COLORADO LIMITED LIABILITY COMPANY BY: BY: ROGER E, OLSON, OPERATING MANAGER OF OLSON BROS MANAGEMENT, LLC AS GENERAL PARTNER STATE OF COLORADO )SS. COUNTY OF WELD THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY THIS DAY OF ,A.D. 20 . MY COMMISSION EXPIRES NOTARY PUBLIC BOARD OF COUNTY COMMISSIONERS CERTIFICATE ROGER E, OLSON, OPERATING MANAGER THIS IS TO CERTIFY THAT THE BOARD OF COUNTY COMMISSIONERS, WELD COUNTY, STATE OF COLORADO, DO HEREBY CONFIRM, APPROVE AND ADOPT THIS FINAL PLAT AS SHOWN AND DESCRIBED HEREON. THIS DAY OF JUNE, A.D. 20 CHAIRMAN, COUNTY COMMISSIONERS ATTEST: WELD COUNTY CLERK TO THE BOARD BY: DEPUTY CLERK TO THE BOARD DATE SURVEYOR'S CERTIFICATE: I, TYLER S. DREMAN, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THE SURVEY REPRESENTED BY THIS PLAT WAS MADE UNDER MY PERSONAL SUPERVISION, AND THAT THIS PLAT IS AN ACCURATE REPRESENTATION THEREOF. I FURTHER CERTIFY THAT THE SURVEY AND THIS PLAT COMPLIES WILL ALL APPLICABLE RULES, REGULATIONS, AND LAWS OF THE STATE OF COLORADO, STATE BOARD OF REGISTRATION FOR PROFESSIONAL ENGINEERS AND PROFESSIONAL LAND SURVEYORS, AND WELD COUNTY. BY: 38729 TYLER S. DREMAN DATE COLORADO REGISTRATION # GENERAL NOTES: TO BE PROVIDED DATE: August 22, 2022 DRAWN BY: AGPRO REVISIONS: R1 R2 R3 R4 AGPROfessionals DEVELOPERS OF AGRICULTURE HQ: 3050 67th Avenue, Suite 200, Greeley, CO 80634 (970) 535-9318 - fax: (970) 535-9854 I D : 213 Canyon Crest Dr, Suite 100, Twin Falls, ID 83301 (208) 595-5301 PUDF22 XXXX SECTION 30, TOWNSHIP 4 NORTH, RANGE 67 WEST OF THE 6TH P.M., WELD COUNTY, CO DATE: 08-10-22 JOB NO. 2465-01 SHEET 1 of 2 DEVELOPMENT, LLC, PUDF22 XXXX PART OF NE 1/4 OF SECTION 30 TOWNSHIP 4 NORTH RANGE 67 l l TMoo��_ Gas� 1 4 19 / NORTHEAST SECTION CORNER g ILLEGIBLE L e de_ O 13 30 SECTION RANGE 30, TOWNSHIP 67 WEST OF THE 4 6TH NORTH, P.M. 2 FOUND A #6 REBAR OF UNKNOWN - 19 (-O' \ A _ _ EXISTING AG ACCESS LENGTH WITH A 31/4" ALUMINUM Al _ --PP. -• _ \ �, I .i - CAP STAMPED AS SHOWN. 1 - 0 _ - N. 109� - '� - EXISTING AG ACCESS •- A SS ..• / - S 88°08'53" E, 2635.86' - N\\ - / S 88°08'53" - NORTH QUARTER CORNER E, 2355.39' _� _____ - I I �-� 19 20 SECTION 30, TOWNSHIP 4 NORTH, (-� " N.---- I RANGE 67 WEST OF THE 6TH P.M. _____ S 88°08'52" E, 217.88' 30 29 I � �\ �o FOUND A #6 REBAR OF UNKNOWN T O- -- -TOD-- LENGTH WITH A 2 1/2" ALUMINUM w ��} 0� -- r -' CAP STAMPED AS SHOWN. 15' PROPOSED DRNG. & -7,� 15' UTILITY PROPOSED EASEMENT DRNG. & o UTILITY EASEMENT � CV z DEDICATED BY THIS PLAT -9 (2 60' R.O.W., 30' EACH CLERK AND RECORDER SIDE OF BOOK SECTION 48 PAGE LINE; 352. JULY 24TH, 1891, DEDICATED BY THIS PLAT EDGE 0o'904- OF ROADWAY rN IN., 60' SIDE LINE; R.O.W., 30' OF SECTION APRIL 4TH EACH , 1881, CLERK AND r- ) I 50' PIPE LINE COMPANY R.O.W. TO RECEPTION SINCLAIR r S b NO. Lo RECORDER PAGE BOOK 380 2 ii TRANSPORTATION 2007 1 ' 3451154 RECORDED JANUARY 26TH, 0 0 co L31 30, r1 1N- 30 ' 50' OIL & GAS SETBACK FOR A \ \ / o 6 Lid Z.O SHUT & ABANDONED WELL/ EXISTING AG ACCESS a LOT 5 \ \ / 30' c N / r°,p T i BOUNDARY 60' R.O.W. LINE; 30' EACH SIDE OCTOBER OF 16TH, , 56.78 AC or�� ist) o s fiQ/C 30' 2002, CLERK AND RECORDER i p €,q6)/-• Fps CA RECEPTION NO. 2996633. �� T ie ��T \ \ �1/Q �T 0 120 I 1 \ 1 _� 50'OIL&GASSETBACKFORA o ,�' /49 SHUT & ABANDONED WELL c'J L7) o o c oo Co o, Pc w LEGEND co L'i 1\ �� 0 D 0 o t11 o Cn CV 0 ��r� �/ Y O 0 z �� FOUND SECTION CORNER AS NOTED z Oaf\\ \ 4° �� co Q 1 \ L7 60' R.O.W. w 3' R.O.W., SEPTEMBER 14TH, 1891, N 90°00'00" W 215.33 c, QQ �� ,`� N 89°4249" E, 488.40 FOUND ONE QUARTER CORNER AS NOTED CLERK AND RECORDER �� r O, , �C� , RECEPTION NO. 40176. '�\ CO O o SET AN #4 REBAR WITH A YELLOW ,�18" e 1.69 AC 15 PROPOSED DRNG. o PLASTIC CAP STAMPED 38729 30' 1/2 R.O.W. G3 �+ , t & UTILITY EASEMENT Or It C9 � C' 30 T S 89`42'49" W, 432.07 - �57' R.o.w., SEPTEMBER 14TH, DECIATED BY THIS ��S�>'Pt 0 FOUND #5 REBAR OF UNKNOWN LENGTH 1891, CLERK AND RECORDER \. O� 1 / RECEPTION NO. 41077. 1 7r I� PLAT \ °\ \ z _ �\ `P•o Cy, - / / 15' PROPOSED � / UTILITY EASEMENT DRNG &CO� r - POWER POLE w BY THIS PLAT z \ o / 1 N / 5 : GUY WIRE \ r'DEDICATED a !1-' ww00=� �-.O NNr‘i CC r. LO a� - r.� o C7 ciI—�0cc" / z m w �� ROW LINE o .� NN�/' II N CD w G�-#11:11 a oN w cc 7 4 EASEMENT LINE LOT 4.77 �` N i r 6.78 ACN4N `\ �°'w 00 �, FENCE 7" [f Q, <z-- .,Q- 750` LOT 1 i- t 4° GAS ESMT 5.81 AC �� c \` /:--7 w SECTION LINE 0 J co y d 4 $` REC N 0 3451154 -o Lo w Q co / , OQ v �. 20 TOWN e� OF JOHNSTOWN PIPELINE RECORDED JULY_ �, / & 1— " DRNG r 200' OIL AND GAS '`�� , 0 15' PROPOSED c`nn J 15 2021 AT RECEPTION ' N0. 4735962 /�'� C BOUNDARY LINE a_ E w p '-'' U ,Q ,��' � STRUCTURES SETBACK N, Q `—. �` UTILITY EASEMENT o O PROPOSED R.O.W. DC U ' �--o �bl THIS PLAT co a w . �� c �, ..��. �/ �'" �'� le DEDICATED BY BHP OVERHEAD POWER LINE c�v cc 1 �°�. �• �3� G /� } i11� PROPOSED UTILITY i V �`�_--�'"_..-.� �DRNG & UTILITY •RAILROAD C2�'��"r' #191 CENTER LINE DEDICATED --� ,EASEMENT LOT 2 ---- 1 --- �--- -- �'� 10' PROPOSED DRNG & PLAT ----- BY THIS -.-� 1 r _ _�C 2 80' RR R.O.W. TO GREATWESTERN, _ •, 1 _ _ ` UTILITY EASEMENT J 4.80 AC\ I RECEPTION NO. 100695, RECORDED N 88°19'08" W, 1316.70' DEDICATED BY THIS ��' JANUARY 9TH, 1905 15 PROPOSED DRNG & ,`� �� Ng PLAT S MOO UTILITY EASEMENT- MO O 10' PROPOSED DRNG &I ',� �0 C Q F DEDICATED BY THIS PLAT 30' RECORDED PIPELINE ESMT ON REC MARCH NO. 29TH, 4191032 2016 Off. Ric \ NORTHEAST ONE -SIXTEENTH UTILITY EASEMENT �...--- ...------- NORTH ONE -SIXTEENTH CORNER C -N 1/16 NE 1/16 1 CORNER SECTION 30, TOWNSHIP 4 DEDICATED PLAT BY THIS 40' PROPOSED DRNG I- �'" & NORTH, RANGE 67 WEST OF THE -I SECTION 30, TOWNSHIP 4 NORTH, UTILITY EASEMENT ��'+ r�30 6TH P.M. FOUND A #6 REBAR OF r RANGE 67 WEST OF THE 6TH P.M. DEDICATED BY THIS sr y, �A4 FOUND LENGTH CAP A #6 WITH STAMPED REBAR A 2 1/2" AS SHOWN. OF UNKNOWN ALUMINUM T4N SEC 30 R67W T4N �S SEC 30 R67W UNKNOWN ALUMINUM SHOWN. LENGTH CAP STAMPED WITH A 2 1/2" c'r' AS w - o La PLAT S�4$ _--------------\ ogS o9°` o z CURVE TABLE 30' PIPELINE ESMT REC 10' PROPOSED DRNG & I .� NO.4191032 UTILITY EASEMENT G�\ CURVE # ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH DEDICATED BY THIS Cl 990.89 1472.70 38°33'02" S55°23'32"W 972.30 Ic N PLAT _ V C2 2221.14 1216.84 104°35'04" S89°00'37"E 1925.37 N LOT 3 - V 5.87 AC Z. LINE TABLE C3 59.05 70.00 48°19'51" S65°32'54"W 57.31 7 CV C4 419.63 1277.00 18°49'39" N50°47'48"E 417.74 0/ LINE # BEARING DISTANCE zI L1 S01° 26 02" W 120.32 C5 42.51 34.00 71°37'49" S24°23'43"W 39.79 10' PROPOSED DRNG Z & It co co C6 194.47 66.00 168°49'16" N72°59'27"E 131.37 UTILITY EASEMENT L2 S21 5639E 40.00 DEDICATED BY THIS �P" \ co L3 N89° 00119"W W 40.00 C7 609.61 1216.84 28°42'14" N53°02'58"E 603.25 PLAT �1\ 1/4 COR °06'11 "W w L4 N 14°40104" E 179.00 C8 45.47 70.00 37°13'17" S71 44.68 a !-c) S S29 co L5 S00°16'55"E 60.00 C9 13.57 70.00 11°06'34" S46°56'15"W 13.55 / 30 O a L6 S22° 35 55" E 64.47 Cl 0 112.55 66.00 97°42'29" N37°26'03"E 99.40/ T4N / R67W L7 S89°54'51 "W 4.00 C11 410.54 1472.70 15°58'20" S66°40'53"W 409.21 ,o 1 0 9 4 EAST QUARTER CORNER SECTION C12 81.92 66.00 71°06'47" S58°09'18"E 76.76 / / L8 N 00°20' 12"W 61.56 30, TOWNSHIP 4 NORTH, RANGE 67 \ WEST OF THE 6TH P.M. FOUND A #6 C13 351.33 1216.84 16°32'34" N75°40'22"E 350.11 REBAR OF UNKNOWN LENGTH WITH C14 580.35 1472.70 22°34'43" S47°24'22"W 576.60 V A 2 1/2" ALUMINUM CAP STAMPED C15 1260.20 1216.84 59°20'16" S66°23' 13"E 1204.63 AS SHOWN. / P:\2400 -N O\2455 - OLSON, ROGER\01 - WELD COUNTY PUG\©AUTOCAD©\SURVEY\24-65-01 PLAT.DW( DATE: August 22, 2022 DRAWN BY: AGPRO HQ: 3050 67th Avenue, Suite 200, DATE: 08-10-22 JOB NO. 2465-01 PUDF22_XXXX REVISIONS: Greeley, GPROfessionals(970) 535-9318 CO 80634 - fax: (970) 535-9854 SHEET of R1 SECTION 30 TOWNSHIP 4 NORTH RANGE 67 WEST OF THE 6TH P M R2A ID: 213 Canyon Crest Dr, Suite 100, DEVELOPERS OF AGRICULTURE Twin Falls, ID 83301 R3 WELD COUNTY, CO (208) 595-5301 R4 OLSON BROS, LP AND SPRING MEADOWS DEVELOPMENT, LLC, PUDF22-XXXX PART OF NE 1/4 OF SECTION 30, TOWNSHIP 4 NORTH, RANGE 67 WEST OF THE 6TH P.M., WELD COUNTY, COLORADO, LOT B RE -2746 • Mb* • 4`0.14 LEGAL DESCRIPTION. BEING A PART OF THE NE I '4 OF SECTION 30 TOWNSHIP 4iORT H RANGE 67 WEST OF THE 6TH PM COUNTY OF WELD ST.AIE OF COLORADO.. arse 1t rAI4 I4a'=_WJrI•('a. WIT Lim. it 1fI(Val 44I.144 Of 7ECMAITCl,it'AbVfp4 ITAATT/t RUM4IF WEST •+:• I1 ma CO Ir46If.Irf4..-n'IAS IN Nat VOIJ!.1,9,AI NI It Ainc&Hl%.I !V!-AIf,4Airlfk4-/9trix BEARI.41.c4.np r+, Ml • I'.•..IL III •la'Ia. Ia till. TIrei :frrr3LbOii Fa.r1]In. M{rrwr, r;l or. r,'+. I KIM COMMEM]NG AT THE WORT HEAST SECTIONCORNER OF SECTION 3'L 7GWNSHP 4 NORTH, RANGE 67 WEST OF THE 6TH P.M COUNTY OF WELD STATE OF COLORADO. THENCE ALONG THE NORTH UNE OF THE NORTHEAST QUARTER OF SAD SECTION C NORTH 869652• EASE A DISTANCE OF 217.86 FEET TO THE POINT OF BEGINNING. THENCE CEPARTNG TIE WORT H UNE OF THE NORTHEAST QUARTER OF SNO SECTION I)AND FOLLOWING THE BOUNDARY OF LOT A OF RE -2746 FOR THE FOLLOYING F COURSES I THENCE SOUTH O I'26C2' WEST AOBTANGE OF 12032 FEET, 2. THETNCE SCUT H 21 5939' EAST A DISTANCE OF 40,00 FEET 3 THENCE SOUTH 00'A6'.W' WEST A DISTANCE OF 175.72 FEET THENCE NORTH 69'X114 WEST A C4STANCE 40.(4 FEET 5. THENCE SOUTH 2B'06t1T WEST A DISTANCE OF Eel 10 FEET, 6 THENCE NORTH 69 42'44 EAST A DISTANCE OF 46840 FEET TO THE EAST UNE OF THE NORT HEIST 1/4 OF SAID SECTION 3^ r.I.V.TAlePv) Tg4c.It/ialflr Ritr atr4lrr •II SAQtP_^r+•„I •.•A r'I:.i 4.r:z r: clr rl •!?•174NNki•WTl11'•!'%1hti,%m nl14 ,5. ch.:67fM INT`I"f•r',tiNr-. THENCE ALONG THE NORTHERLY ROW. UNE OF THE GF✓£AT WESTERN RAILROAD FOR THE FOLLOWING 2 COURSES I. THENCE SOUTH 74'3414 WEST A DISTANCE OF 570.46 FEET 2. THENCE DONTIMANG ALO V , A ;, RA'I 'I LEFT HAYING A RADIUS OF 1472.73 FEET FORA DISTANCE OF 3WA FEET, WHICH THE CHORD FEARS - :' •• n: \I AGSTANCE CIF 372.10 FEET; 1 HENCE CEPARTrIG THE NORTHERLY RO,W. UNE OF THE GREAT 41848 81A141/• ;AD, NORTH 00'201 2" WEST A DISTANCE OF 727.23 FEET TO FHE NOFITHEASr ONE$ 0OEEMH CORNER OF SAID KttTIN IFt, ACC M:uINI W4 At, iag CIA MSAIM* et 47141,814 LEI It 111► A4tJIT4/ IINF AmIInV 14ral.QUIM IJVpirrif.7VY7 THENCEALONG TH E WEST UNE OF THE NORTHEAST I/4 OF SAID SECTION 3) NORTH TA22d9• WEST A DISTANCE OF 789 61 FEET; 1nLIICL L 1FMIIINYG lit WEST LINE OF THE MORT HEAST I/4 OF SAJU SECT ION 39. NORTH 14.4004 EAST A DISTANCE OF r PPrOFww THENCE NORTH F2 -I A4• EAST A DISTANCE OF 36I 06 FEET TO THE NOR H UNE OF THE NORTHEAST 1/4 OF SAID SECTION 33 THENCE ALONG THE NORTH UNE OF TrE NORTHEAST I/4 OF SAID SECTION 30, SOUTH %POMP EAST A OISTAN'CE OF 2'+6S :9 FEET TO THE POINT OF BEGINNING CONTAINING A CJLLCI 'LATED AREA OF d 172 ACRES. SURVEYOR'S NOTES I. BASIS OF BEATING ASSt%IING THE NORTH UNE OF THE NORTHEAST 114 c. M :' P.:V 1. 1 %•.'. IF 4 NORTH. RANGE 67 WEST TO BF-ARSOUIH88^.655. EAST BETWEEN1HE FOUND MONth4EMSAS SHOW'Ii ••1 H. "II ,,r�,.1,1 ''ALLOTHER BEARINGS CONTAINED WITHIN SUBJECT THERETO a ALL DISTANCE MEASURSMEMS SHOWN ON IHSTAI ARE V.S St.RI/EY FOOT L •a Wan} Walt 4f AIKtollli►trC 41Q1sfttctlo*tit A0.66960070r41I8YI 0tS188.- ION AND IS APPROXIMATE NO !Mk II ter4':cs104irt TO ATt1JA'tea A1I TJ41Cr liCAtTrr1, S1;DCA ".Y114tit AXCrl t II} RESFGNSIBIVTY FOR LOCATION OF Ii LIOU! VIVI. AN.:ItIC•01ntib'.. T-C?,'IT-q,jrvp'hreb,.r ill-% I; •' -•N I ALL REFERENCES TO BOOKS, PACES MAPS AND RECEPTION NUMBERS ARE PUBLIC DOCUMENTS ON FILE AT THE CLERK AND RECORDEfl OFFICE OF WELD COUNTY, STATE OF COLORADO UNLESS STATED OTHERWISE NOT} IsTinieral 30 CrASALLQIs* 11I/ TART OY•Yi .M,L.iJITatTllk Mi$MrBASttrunki IMCO it MfiI t6144+11.• AIIHIT THREE tV1.1.1icni NICAIIIInn[+_J1t11t91,1 1•>&It*I%V #Mc1ndcc&tndmi MEV o(cr RaENDED MORE !. ..�4estYet,e ML ZONE u srRlla CR42 ZONE AG u ZONE AG. WE SAXONYRD DRAM LN _ ».C Crti& / CoIifNL't - ` ;Wren L T1. `• a1!I�f r YANti 4-�- D r•OL'4000 ;T tN..1A'i'tt r.4 KINmR 4z DR C 12 19•.41.041 ti4 ZONE AG, Fi1LW ZONE DISTRICT VICINITY MAP Na. P All 6A11 4,041a lair IIPAVA•IIP 1.OYr•:i F E'A9ONl9 RI c rat ro R4 2000' a 11?trtaitrteetillr, itintriA434wa4lkr..M tfJf-•11.41W nr li-cn(I Citi4r h i t C0OA two) it 4 :tc)(4111,IP1iaN W MPJFAnira4Nf S,I 4014/ aM- rtstiounes Li&AI7TJc*4AC.AMFW t14pi,A Vri7wf.tinlil 84409St4J6l,!'C C Eala*L'Pt-CtCCNOF meta% 1.001 sin 00,04C.tcaw; Dewitt fVIt1win•v'ACrI4(K'I40.144Arrt IY,VS¶,s+;=•i0)MTttPita �. t('h1lIC1CD 144Jet't P. Jt:IIIII IM'Ii-t►1a.in IP B414 RT1"i; Ci pactI44DOI tlln$A.OsafMAM*ta'w'paTrl.e a. MW. umtarcom e• I16•I W'�.IWDIDs[1a TXYatt47 aintOr f,,r11i.'.00l/RAJ I f ftMAO 11GAT oti ttl 4MAKKI* DUB PKIRa ant .ato. I. PI111rESM•rrivlitt 1:10.1► e VOW SWAM IS S'+?MM Oil ii$ FT* Lapin MA .t4414Will gtrfr Mel DOICBM MC* ht10YKrtlu'54+iG4i,c wh.0M41 CMMOIva INIAr.ra 0T19'a 11-0 YtIMf Rlikib,ML*MLitirOLG •wM1 6!dMes. *WO 0•1• ' lea Von I.•L+.tu1!dl Rill" tltscrierrowiri ASTI amities rot 'ulnas itif.v i NC1nYa EXECUTED 1143 DAY OF. AO ? _ OLSON BROG IF, SPRING MEADOWS DEVELOPMENT LLC A COLnRADO UMITEC PART NERSH P A COLORADO LIMITED LIABILITY COMPANY BY ••••IP ,,':•'-'.1'-411-•A9uk•A1811 OF OLSON BROS MANAGEMENT LLO AS GENERAL PARTNER STATE OF COLORADO COUNTY OF WELD BY THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY THIS DAY OF AD 20_ MY COMMIS 90N ExF1RES NOTARY PUBLIC ri.wiu ?r.tx• 1netost•ttTAt`!MMAW t/7r INS IS TO CERTIFY nl1 tI! fr2ItOt ttWf.`t ,J041NIGlb)M WELDCOLNY STATE OF COLORADO, DO HEREBY CONFIRM APPROVE ANDADO" I'il tr4• kid t4,esks wirt°CIi1!-.T. HEREON 118 DAY OF JUNE A.029 . ANT 4t. Yet I Id) 70,. Ml I CLERK Y 011$ Wan" BY ,r M rr4tT6' DI KC ‘1411 RATE paints" martyr I 1 niEittalwA ' A ostriFt0 ►KN1IItia. MtC t•Je1PTIC•lIP tr`, rAl E CMCKKOM4O), 00 IMMIT{{arr4 triti 14.1 %unTStb'14Ew41ii) WTacAA1-W1WI4 wtMOOIra'an:COOLNA I*W04400DDWNtt$WITAVAC(1N911C OrmilirreAp101t?IRam I turn irte:r;nrir4tint Iry C.ntAWpI"*“All .COMA, MAAAt'flhlt all.l ul.5 Ate4.1.0r7ti%:- MO WA ti t•4 tun of citteolbo) cult tit) DI RgEDIKTlj1)r.IMr4altitkYt4t lini. IiIas141EI>'S,MA FA7fluOr i.lTrrr0A 1010 4. ADDa'C CCaJ14Ttt BY 9 p'387 TYLER B. C REM 4 DATE yg01410 n4TJI11+1arrr4• AGPROfessionals DEVELOPERS OF AGRICULTURE HO: 3050 67th Avenue, Suite 200, Greeley. CO 80634 (970) 535-9318 - fax (970) 535-9854 ID: 213 Canyon Crest Dr, Suite 100, Twin Falls, ID 83301 (208) 595-5301 GENERAL NOTES TO BE PROVIDED PUDF22-XXXX SECTION 30, TOWNSHIP 4 NORTH, RANGE 67 WEST OF THE 6TH P.M., WELD COUNTY. CO ltl ft7 lists 41 SHEET 1 of 2 Wr111r47 sr11I nl.lolst1r SECTION30 TDY4NSHP4 NORTH. RAMIE 67 WEST OF THE 6TH P:M, It+Ai%a it WWI Vr.O.O1AH 4L1,.1 -i1 All rw,'1PAf4.4r u4`VANNa HI i-,1404 1 •Nue& Offt74 Hthe o4 Et444WLIL!MI:Eat •t"n 8001.QE414J.4RI V07e R t(t7?'117R WA 2SOWA 'ROM. AM (ITAKII1'AI; ISlA. sAOKAAND AB4S:1 (pr. 11(7- tPITKI a hicr . ,'.w 3112 RO.W r J IS' PROPOSED ORNG A UTILITY EASEMENT DEDICATED BY 1103 RAT Cot 02 •L14,r7M,t ,1 EJOSTING AG ACCESS 5PR.O.W., SEPTEMBER 14TH 1S9l, CLERK AND RECORDER -+{ RECEPTION NO. 41077. Etp kool1iy7U{Q1444,41ECt, fit. Wits; 1r 04944 4%011'7"14 UNA. etv4tx1 Cq'trot 7717/1!$ 1.84et1A •l W 15"%140 0.1401." LENGTH WRH A 2 I2 ALUM NUM CAP STAMPED AS SHO'Nr1 ( 'R279r-r4'M '1r,. 13. r -t i I4 pli04103f.0 tltfll. &IIpN14Yl'AAIUror IW Ct C10411 I i BY THIS Il t,1 N LOT 4 6.78 AC 2W OILAN D GAS STRUCTURES SETBACK ` µ 90,. 41411 NIT 30 Toy WYAY 747! LINE TABLE LNE.4R BEARING DISTANCE M $01'25071 120.32 L2 6215934E 40.00 I., N8veYIBW 4000 L4 ' N14.40C•4'E 17900 15 S001CS5£ 6400 Le $22'355YE 64 I1 17 SA9'S4'I,W 400 Le NOP2012W 414 w4...'IWr *AS .x!11 +I ¶. .-e1 e..,r�...-4i r..,,H.. ,..A - - DATE &e.t.a it trMW411A 4104440 195"YIS1ONs. 441 R2 R3 R4 W PROPOSED DRNG& UTILITY EASEMENT DEDICATED BY T145 PLAT ft mars( 'wow ►+aq 4 IS I NI +i7"CHGa_ 4k wU **moon q'. wa-I111e 44 1'011, OLSON BROS, LP AND SPRING MEADOWS DEVELOPMENT, LLC, PUDF22-XXXX PART OF NE 1/4 OF SECTION 30, TOWNSHIP 4 NORTH, RANGE 67 WEST OF THE 6TH P.M., WELD COUNTY, COLORADO, LOT B RE -2746 DOM %OAS IV 1144:c I'Ca PIA ta1,WACIV46RRkU LOT5 56,79 AC 7OI'Inon ve X>114I41AMN:Ttf4ulca:i toALLt 3Yrlr1, AI0telI 1,,'• ur- woo CURVE TABLE CURVE R ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH CI 990.55 147270 39`3302 S55'?J;2W 97210 C2 2221 II 121684 1 435W' 589 COGTE 19_2537 C3 6906 70.00 48'195r' S731 S8Y7".4W C4 419.53 1277.06 58.49:5 re0'4r4rE A17.f1 Cs 42.51 34 D0 715749' S24'2743W3939 C5 147 66.00 156'43'16' N72'5927E IJI,), C7 609.81 1216,64 740214 IG1a258E 4)ll C8 45.47 7000 37'1315 Niarw-wive - a.65 C9 I US? 7003 '1.0834 !4F5tryW 1365 94.40 CIE 112.5E 5&00 97'4229" N37'250?'E CIA 410.54 I47Lt, 145820' 5:66 4053W 40921 Cl2 1401 4.600 558'CA'1 EVE 787E 71'8047" C13 351.31 121&64 15-3264 N75'4027E 35011 C14 1a -1E 1472.70 223443' 347-24QW 57460 11ft 1260.20 1216.64 59'2015" $66201TE 120463 Ell DEVELOPERS OF AGRICULTURE AGPROfessionals 11 r HO: 3050 87th Avenue, Suite 200, Greeley, CO 80634 (970) 535-9318 - tax: (970) 535-9854 ID: 213 Canyon Crest Dr, Suite 100, Twin Falls, ID 83301 (208) 595-5301 1 ur•Ta T e 7x11+ W RO W,70' EACH 510E OFSECTION LINE; DULY 24TH I®I. _ CLERK A1v0 RECORDER BOOK 48 PAGE 3.52 ICI PROPOSED GANG & (PUP i,\\L4100411 c I1%7'fo r1Ft, RAI it M' Mat rAtai1 fiN CORNER BECTION 30, TOWNSHIP 4 NORTH RANGE 67 WEST OF THE 4'.,,li-4'+'.I r'fJ,d4 IPtN I.F-c UNKNOWN LENGTH WITH A 2112' ALUMMUM CAP STAMPED AS SHOWN L 30 PIPELINE ESPAI SEC NO.4191[02 LOT 3 5.87 AC 1 it/ PROPOSEDOWIGA Ih 1LP fbi'14t'l 7 '-'+171 1 BY THIS -P..0‘.‘41. "Mit. IA' •.VII All fCCSItL O'7ICIRA, '4Cr141t;Ata?111t1 A171.8rM riAA!4E+'tw1AWA recArA'1 Pr +IYK1+Q WPM IKYJn IC1Y'Sl!LSE094}t0i Out 4WA. a rtila 'A FORA 'et i 4111},CC41Ftbrel1 I r & PROPOSED ORNG 8 I UTILITY EASEMENT DEDICATED BY rHS PLAT .'T 4 f 50' GAS ESMT REC NO 3451154 44`43rO1t':.i.I ,3 LOT2 4.80 AC JI-5r.e1STT7tA414'4► 01100 i3AVt1W40 r:Craver] BY A NORTHEAST SECTION CORNEA SECTION 30, TOWNSHP 4 NORTH RANGE 67 WEST OF THE 6TH P.M + r/.•At1 A It i�i4Y, U' 1iRY'A'"4 Ii1irNNly4A.A I4' OA AWAY nth IIIACtf1I9 t.eY,Y4 7 144 A 40442er'I! 417 Ai , 111 ter ETA OW,37 EACH SIDE OF SEGTI- N UNE AmL4rH, 189x, CLERK AND RECORDER BOOK 2 PAGE 3110 7iJ > A,00103111010216101 0.01.1 I,. 1IwiaTtott0t�141 ND'e1en11t 41414O4t3ITA (POI I Mtit1'rAlK"vw OfAIW11144Rr 17 fl1ail r Add Telep Avenue as 'the street name 1;tIJ� AC: 1 A 4 I I rf+141 M, 4L.¢r r I5 PROPOSED DRNG b UTILITY EA$EJAENI r. 14:4,1 R•Iih (..r LOT I 5,81 AC I15• PROf475ED DRNG 11WJtlY I.au S' 1.4 *4114. ►r11"5T4AT &Y RR ROW. IOWTATSt't911NN RECEPTION NO SOP A BttJdg111.n I NI.W11 i 5577 17(Y: ^y 0.00'' 3 1 a, rg v O STING AG ACCESS 10,TOWNsHIP 4'1.111., ••: , WEST OPINE 4111111111 a•.r A2 lb? ALIJMIN1T4 AS SHOWN Per the Town of Johnstown Transportation Master Plan, County Road 42 is classified as a Minor Arterial with a 110' ultimate right-of-way so the Town will need an additional 25' right-of-way. LEGEND S cO) 1111111 } 0 120 FOUND SECTION CORNER As NOTED FOUND ONE -QUARTER CORNER AS NOTED SET AN 18' #4 REBAR Vi1TN A YELLOW PLASTIC CAP STAMPED 38729 FOUND REBAR of UNKNOWN LENGTH POWER POLE GUY WIRE ROW UNE EASEMENT LINE FENCE SECTION LINE BOUNDARY LINE OVERHEAD POWER LINE RAILROAD CENTER UNE Per the Town of Johnstown Transportation Master Plan, County Road 15/Telep Ave. is classified as a Major Arterial with a 120' ultimate right-of-way so the Town will need an additional 30' of right-of-way. PUDF22-XXXX SECTION 30, TOWNSHIP 4 NORTH, RANGE 67 WEST OF THE 6TH P.M., WELD COUNTY, CO tiA76 X.IR PET C-) 4 -01 %l'tE IF 2of2 A B C D F F G H SPRING MEADOWS PUD CONSTRUCTION PLANS PART OF THE NE 1/4 OF SECTION 30 TOWNSHIP , , P.M., WELD COUNTY COLORADO LOT B RE -2746 . ...., ii e T>-, no •82 ( 2 2 a -yaW8 , 4834 j_ ,��' Sheet List Table -, ° CC/� :.S# / lir] rj �SHEET r �� - •��; � �.,�' SHEET TITLE LL . .. �l `.� �� - ,, , �� _ .,�- , , , NUMBER - r�` , �� _ O PROJECT INFORMATION ` 0 f 1 41 ,. -', a_ PROJECT LOCATION: C-1 COVER SHEET �.. �. I t , �, ,- t kg � r. - r• r--. �" `;/ ,, �,9., 6940 CR 42 JOHNSTOWN `- �1 j - x935 , ,\ , i I • 80534, CO \ C-2 GENERAL CONSTRUCTION NOTES .-— & - -- ,�`�\\ el • PROPERTY OWNER: OLSON BROS, LP AND E-1 EXISTING CONDITIONS PLAN SPRING MEADOWS DEVELOPMENT, LLC r' CR 42 O °.'. / �~�� 19480 CR 15, JOHNSTOWN, C R 42' ; ^ �''" � co 80534 ST -1 SITE PLAN ' r` Hartford' Reservoir , _�, PROJECT S B�yan ..- . PH. I/ 970-381-3232 os0 O%� LOCATION — m CR 42 o U PLANNER / ENGINEER / PREPARED BY: UT -1 OVERALL UTILITY PLAN 4,O . . ._ �- z ---- - AGPROFESSIONALS '' ,,z , KELSEY BRUXVOORT GR 1 OVERALL GRADING PLAN U 'r `� - 4982 CHAD TeVELDE, PE - �-Tck+ fri -�° �� w9 4t U _ �1., RIVATE 3050 67TH AVE _ . ,• c69� _ GREELEY, CO 80634 ,� o GR-2 GRADING PLAN & EROSION CONTROL LOT 4 r �' - PH. // 970-535-9318 � E 3 3 _ -._ SURVEYOR: GR-3 GRADING PLAN EROSION CONTROL LOT THROUGH & - 1 3 FAR _�.J AGPROFESSIONALS '"/j,j 3050 67TH AVE C R rot" 40 1# r �]j Hal Il C R 40 - ., GREELEY, CO 80634 RD ROAD PLAN, PROFILE & UTILITIES - _ -1 , A •P PH. 970-535-9318 ,- \� "�- c..-- �� 1 5031 --49S �', `� o,r °�' ;F -_ PROJECT NUMBER: RD -2 SITE ACCESS RD SIGNAGE PLAN AGPRO PROJECT // 2465-01 1E.,,,,tbotste et+ k - , A1 DT 1 TYPICAL DETAILS °I r----- �� i f -WaWer rI. � -` `-Ir., Elevator 00 , ' K49' e Yr-- ` _ DT -2 TYPICAL DETAILS r VICINITY MAP SCALE: 111 = 2000' 4 4 LE G END LAND USE TABLE ACRES % LAND USE FO WATER VALVE PROPERTY BOUNDARY FIBER OPTIC LINE EXISTING GROUND SURFACE Da - - 5296 - CONTOUR AND ELEVATION, FT TOTAL SITE AREA: 81.72 109% RIGHT OF WAY - W - - WATER LINE ELECTRIC BOX - E PROPOSED GROUND SURFACE ,~ 5296 ' EXISTING EDGE OF ROAD OHP OVERHEAD UTILITY ELECTRIC PANEL PLANNED UNIT DEVELOPMENT (PUD) WITH CONTOUR AND ELEVATION, FT -�� ZONING: ESTATE (E) AND AGRICULTURAL (A) USES. PROPOSED EDGE OF ROAD - - G - NATURAL GAS LINE WS WATER SERVICE LINE SIGN a WILLOW COURT ROW 1.69 2% PUBLIC ACCESS AND UTILITIES - - PIVOT TRACKS FIRE HYDRANT EASEMENT - - LS - - Q WATER METER LOT 1 5.81 7% ESTATE POWER POLE - - PROPOSED UTIL EASEMENT FENCE GUY WIRE (-tor` LOT 2 4.79 6% ESTATE - - GAS UNDERGROUND GAS LINE EXISTING STRUCTURE 4.0%\ FLOW DIRECTION NON T TELE. BOX -PAVEMENT LOT 3 5.87 7% ESTATE ELECTRIC MARKER RAIL ROAD LOT 4 6.78 o 8% ESTATE LOT 5 56.78 69% AGRICULTURAL 5 5 COVER SHEET A B C D F F G H 1-' w H w LJ C, DATE: August 19, 2022 DRAWN BY: AGPR0 ISSUE/ REVISION: (N N 00 O ISSUED FOR REVIEW , , ,`;f . ....& ,,d ,ccre- 117, —8 ctw ct o r� W _r E-4 o Ii- U) ocer;) r �� J co Cr) ❑ 1 CI) CA 0 (7) F--4 2 to F nn P4 (-3,_ cri a RE] 1:5 2 m o Lo � O Lo cyD O IN - 0) /T---©/ 2 ----- *.. AV 0 0 o G ;+ 1 L___,, cs) J o o &__?kov_____i_C>o& .= 1 1 -T4 P4 Pr < 0 Z -- P4 0 C--) :31 L.) 5 If) SHFHI: 1 2 3 4 5 A B C D F F G H SPRING MEADOWS PUD PART OF THE NE 1/4 OF SECTION 30, TOWNSHIP 4 NORTH, RANGE 67 WEST OF THE 6TH P.M., WELD COUNTY, COLORADO, LOT B RE -2746 GENERAL NOTES 1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN WELD COUNTY STANDARDS AND SPECIFICATIONS (STANDARDS) AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE S PECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS S PECIFICALLY STATED OTHERWISE. 2. ALL WORK SHALL BE INSPECTED AND APPROVED BY WELD COUNTY. THE DEVELOPER SHALL PROVIDE WELD COUNTY A MINIMUM OF 24 -HOURS NOTICE IN ADVANCE OF ANY CONSTRUCTION. a. IF WELD COUNTY IS NOT AVAILABLE AFTER PROPER NOTICE OF THE CONSTRUCTION ACTIVITY HAS BEEN PROVIDED (SEE GENERAL NOTE 2), THE DEVELOPER MAY COMMENCE WORK IN WELD COUNTY ABSENCE. HOWEVER, WELD COUNTY RESERVES THE RIGHT NOT TO ACCEPT THE IMPROVEMENT IF SUBSEQUENT TESTING REVEALS AN IMPROPER INSTALLATION. 3. THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND OR SEAL HEREOF, DOES HEREBY AFFIRM RESPONSIBILITY TO WELD COUNTY, AS BENEFICIARY OF SAID ENGINEER'S WORK, FOR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF THESE PLANS BY WELD COUNTY SHALL NOT RELIEVE THE ENGINEER WHO HAS PREPARED THESE PLANS OF ALL SUCH RESPONSIBILITY. FURTHER, TO THE EXTENT PERMITTED BY LAW, THE ENGINEER HEREBY AGREES TO HOLD HARMLESS AND INDEMNIFY WELD COUNTY, AND ITS OFFICERS AND EMPLOYEES, FROM AND AGAINST ALL LIABILITIES, CLAIMS, AND DEMANDS WHICH MAY ARISE FROM ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS. 4. ALL WATER LINE CONSTRUCTION, AS WELL AS POWER AND OTHER "DRY" UTILITY INSTALLATIONS, SHALL CONFORM TO WELD COUNTY STANDARDS CURRENT AT THE TIME OF CONSTRUCTION. 5. THE TYPE, SIZE, LOCATION, AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE PLANS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION. a. THE DEVELOPER SHALL BE RESPONSIBLE FOR UNKNOWN UNDERGROUND UTILITIES IF ENCOUNTERED. THE DEVELOPER SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED. b. THE DEVELOPER SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 1-800-922-1987, AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR GRADING, TO HAVE ALL REGISTERED UTILITY LOCATIONS MARKED. c. OTHER UNREGISTERED UTILITY ENTITIES (I.E. DITCH IRRIGATION COMPANY) ARE TO BE LOCATED BY CONTACTING THE REPRESENTATIVE. d. UTILITY SERVICE LATERALS ARE ALSO TO BE LOCATED PRIOR TO BEGINNING EXCAVATION OR GRADING. e. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 7. IF A CONFLICT EXISTS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR A DESIGN MODIFICATION IS REQUIRED, THE DEVELOPER SHALL COORDINATE WITH WELD COUNTY TO MODIFY THE DESIGN. DESIGN MODIFICATION(S) MUST BE APPROVED BY WELD COUNTY PRIOR TO BEGINNING CONSTRUCTION OF MODIFICATIONS. 8. THE DEVELOPER SHALL COORDINATE AND COOPERATE WITH WELD COUNTY, AND ALL UTILITY COMPANIES INVOLVED, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE DEVELOPER SHALL BE RESPONSIBLE FOR CONTACTING, IN ADVANCE, ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE AS WELL AS THE UTILITY COMPANIES. 9. A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF DEWATERING IS REQUIRED TO INSTALL UTILITIES OR IF WATER IS DISCHARGED INTO A STORM SEWER, CHANNEL, IRRIGATION DITCH OR ANY WATERS OF THE UNITED STATES. 10. THE DEVELOPER SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE COLORADO PERMIT FOR STORM WATER DISCHARGE (CONTACT COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT, WATER QUALITY CONTROL DIVISION, (303) 692-3590) 11. THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 12. THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING SOILS TESTS WITHIN THE PUBLIC RIGHT-OF-WAY AFTER RIGHT OF WAY GRADING AND ALL UTILITY TRENCH WORK IS COMPLETE AND PRIOR TO THE PLACEMENT OF CURB, GUTTER, SIDEWALK, AND PAVEMENT. IF THE FINAL SOILS PAVEMENT DESIGN REPORT DOES NOT CORRESPOND WITH THE RESULTS OF THE ORIGINAL GEOTECHNICAL REPORT, THE DEVELOPER SHALL BE RESPONSIBLE FOR A RE -DESIGN OF THE SUBJECT PAVEMENT SECTION. REGARDLESS OF THE OPTION USED, A COLORADO LICENSED PROFESSIONAL ENGINEER SHALL PREPARE ALL FINAL SOILS PAVEMENT DESIGN REPORTS. THE FINAL REPORT SHALL BE SUBMITTED TO WELD COUNTY ENGINEER A MINIMUM OF 10 WORKING DAYS PRIOR TO PLACEMENT OF BASE AND ASPHALT. PLACEMENT OF CURB, GUTTER, SIDEWALK, BASE AND ASPHALT SHALL NOT OCCUR UNTIL WELD COUNTY APPROVES THE FINAL REPORT. 13. ALL UTILITY INSTALLATIONS WITHIN OR ACROSS THE ROADBED OF NEW COUNTY ROADS MUST BE COMPLETED PRIOR TO THE FINAL STAGES OF ROAD CONSTRUCTION. FOR THE PURPOSES OF THESE STANDARDS, ANY WORK ABOVE THE S UBGRADE IS CONSIDERED FINAL STAGE WORK. ALL SERVICE LINES MUST BE STUBBED TO THE PROPERTY LINES AND MARKED TO REDUCE THE EXCAVATION NECESSARY FOR BUILDING CONNECTIONS. 14. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO THE MOST RECENT OSHA PUBLICATION FOR EXCAVATING AND TRENCHING. 15. THE DEVELOPER SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH M.U.T.C.D., TO THE APPROPRIATE RIGHT-OF-WAY AUTHORITY. (WELD COUNTY,OR CDOT), FOR APPROVAL, PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN OR AFFECTING THE RIGHT-OF-WAY. THE DEVELOPER SHALL BE RESPONSIBLE FOR PROVIDING ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES. 16. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THAT WILL AFFECT TRAFFIC SIGN(S) OF ANY TYPE, THE CONTRACTOR SHALL CONTACT WELD COUNTY, WHO WILL TEMPORARILY REMOVE OR RELOCATE THE SIGN(S) AT NO COST TO THE CONTRACTOR, HOWEVER, IF THE CONTRACTOR MOVES THE TRAFFIC SIGN(S) THEN THE CONTRACTOR WILL BE CHARGED FOR THE LABOR, MATERIALS, AND EQUIPMENT TO REINSTALL THE SIGN AS NEEDED. 17. THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR THE INITIAL INSTALLATION OF TRAFFIC SIGNING AND STRIPING FOR THE DEVELOPMENT RELATED TO THE DEVELOPMENT'S LOCAL STREET OPERATIONS. IN ADDITION, THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR TRAFFIC SIGNING AND STRIPING RELATED TO DIRECTING TRAFFIC ACCESS TO AND FROM THE DEVELOPMENT. 18. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS, SHOWN ON THESE PLANS, OR DESIGNATED TO BE PROVIDED, INSTALLED, OR CONSTRUCTED, UNLESS SPECIFICALLY NOTED OTHERWISE AND APPROVED BY WELD COUNTY. 19. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY PLANS. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE OWNERS ENGINEER FOR CLARIFICATION, AND ANNOTATE THE DIMENSION ON THE AS -BUILT RECORD PLANS. 20. THE DEVELOPER SHALL ALWAYS HAVE ONSITE, ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS, AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB. 21. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE DEVELOPER SHALL CONTACT WELD COUNTY IMMEDIATELY. 22. IF REQUIRED BY WELD COUNTY, THE DEVELOPER SHALL BE RESPONSIBLE FOR RECORDING AS -BUILT INFORMATION ON A SET OF RECORD PLANS KEPT ON THE CONSTRUCTION SITE, AND AVAILABLE TO WELD COUNTY AT ALL TIMES. UPON COMPLETION OF THE WORK, THE DEVELOPER SHALL HAVE THEIR ENGINEER TRANSFER FIELD INFORMATION TO A FINAL SET OF PLANS AND SHALL SUBMIT THE RECORD PLANS TO WELD COUNTY IN BOTH ELECTRONIC AND HARDCOPY FORMATS. ENGINEERING AND CONSTRUCTION PLANS RELIED ON; ONSITE SURVEY FIELD WORK COMPLETED JUNE 2021 AND OFFSITE SURVEY FIELD WORK COMPLETED AUGUST 2021. 24. DAMAGED CURB, GUTTER, AND SIDEWALK WITHIN THE PROJECT WORK AREA EXISTING PRIOR TO CONSTRUCTION SHALL BE REPLACED OR RESTORED AS DIRECTED BY WELD COUNTY. EXISTING FENCES, TREES, STREETS, SIDEWALKS, CURBS AND GUTTERS, LANDSCAPING, IRRIGATION SYSTEMS, STRUCTURES, AND IMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED, OR RESTORED IN LIKE KIND AT THE DEVELOPER'S EXPENSE, UNLESS OTHERWISE INDICATED ON THESE PLANS AND APPROVED BY WELD COUNTY, PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS. UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND CONDITION AS REQUIRED BY THESE PLANS. 25. WELD COUNTY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF ROADWAY AND APPURTENANT IMPROVEMENTS, INCLUDING STORM DRAINAGE STRUCTURES AND PIPES, FOR THE FOLLOWING PRIVATE STREETS: a. WILLOW COURT 26. APPROVED VARIANCES ARE LISTED AS FOLLOWS: a. FILL IN DESCRIPTION HERE OR MARK NOT APPLICABLE 27. ALL RECOMMENDATIONS OF THE FINAL DRAINAGE REPORT FOR THE SPRING MEADOWS PUD; DATED: PREPARED BY: VALENE LICKLEY, P.E. OF AGPROFESSIONALS INC.; PROJECT NO. 2465-01, SHALL BE FOLLOWED AND IMPLEMENTED. 28. AFTER ACCEPTANCE BY WELD COUNTY, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A MINIMUM PERIOD OF TWO (2) YEARS FROM THE DATE OF CONSTRUCTION ACCEPTANCE. CONSTRUCTION NOTES GRADING AND EROSION CONTROL NOTES 1. WELD COUNTY MUST BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION ON THE SITE. 2. THERE SHALL BE NO EARTH -DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. 3. TEMPORARY EROSION CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AS SHOWN ON THE EROSION CONTROL PLAN. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE DEVELOPER, UNTIL THE ENTIRE DISTURBED AREAS ARE STABILIZED WITH HARD SURFACE OR LANDSCAPING. 4. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSURING THAT NO MUD OR DEBRIS SHALL BE TRACKED ONTO THE EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS MUST BE REMOVED WITHIN TWENTY-FOUR (24) HOURS BY AN APPROPRIATE MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP, LIGHT DUTY FRONT-END LOADER, ETC.) OR AS APPROVED BY WELD COUNTY. 5. ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC.). ALL OTHER REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 6. AT ALL TIMES DURING CONSTRUCTION, THE DEVELOPER SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON -SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED TO MINIMIZE WIND-BLOWN SEDIMENT. THE DEVELOPER SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN. 7. PRE -DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA(S) REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL TIME. 8. ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER PERMANENT EROSION CONTROL BEST MANAGEMENT PRACTICES (BMP) ARE INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS -OF -WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE TOWN. 9. TO MINIMIZE EROSION POTENTIAL, ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES SHALL: a. BE INSPECTED AT A MINIMUM OF ONCE EVERY TWO (2) WEEKS AND AFTER EACH SIGNIFICANT STORM EVENT AND REPAIRED OR RECONSTRUCTED AS NECESSARY TO ENSURE THE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. b. REMAIN IN PLACE UNTIL ALL THE SURROUNDING DISTURBED AREAS ARE SUFFICIENTLY STABILIZED AS DETERMINED BY THE TOWN OR THEIR DESIGNATED REPRESENTATIVE. c. BE REMOVED AFTER THE SITE HAS BEEN SUFFICIENTLY STABILIZED AS DETERMINED BY WELD COUNTY OR THEIR DESIGNATED REPRESENTATIVE. 10. WHEN TEMPORARY EROSION CONTROL MEASURES ARE REMOVED, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEAN-UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE INFRASTRUCTURE AND OTHER PUBLIC FACILITIES. 11. THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS, SIDEWALKS, OR OTHER PUBLIC RIGHTS OF WAY, AND MAKE SURE STREETS AND WALKWAYS ARE CLEANED AT THE END OF EACH WORK DAY. 12. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY WATERS OF THE UNITED STATES. 13. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER THIRTY (30) DAYS SHALL BE SEEDED AND MULCHED. GENERAL & CONSTRUCTION NOTES 14. COLORADO DISCHARGE PERMIT SYSTEM (CDPS) REQUIREMENTS MAKE IT UNLAWFUL TO DISCHARGE OR ALLOW THE DISCHARGE OF ANY POLLUTANT OR CONTAMINATED WATER FROM CONSTRUCTION SITES. POLLUTANTS INCLUDE, BUT ARE NOT LIMITED TO DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, OIL AND GAS P RODUCTS, LITTER, AND SANITARY WASTE. THE DEVELOPER SHALL ALWAYS TAKE WHATEVER MEASURES ARE N ECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 15. A DESIGNATED AREA SHALL BE PROVIDED ON SITE FOR CONCRETE TRUCK CHUTE WASHOUT. THE AREA SHALL BE CONSTRUCTED TO CONTAIN WASHOUT MATERIAL AND LOCATED AT LEAST FIFTY (50) FEET AWAY FROM ANY WATERWAY DURING CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION ACTIVITIES, THE CONCRETE WASHOUT MATERIAL WILL BE REMOVED AND PROPERLY DISPOSED OF PRIOR TO THE AREA BEING RESTORED. 16. CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE P LANS. THE DEVELOPER SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY AS DIRECTED BY WELD COUNTY. ALL DISTURBED AREAS, NOT IN A ROADWAY, SHALL BE SEEDED AND MULCHED AS SOON AS POSSIBLE. WATER CONSTRUCTION NOTES 1. WATERLINE CONSTRUCTION TO BE PROVIDED BY OTHERS. STORM DRAINAGE CONSTRUCTION NOTES N O MANHOLES OR DETENTION PONDS ARE PROPOSED. OFF -SITE STREET IMPROVEMENT NOTES 1. A PAVING SECTION DESIGN, SIGNED AND STAMPED BY A COLORADO LICENSED ENGINEER, MUST BE SUBMITTED TO WELD COUNTY FOR ACCEPTANCE, PRIOR TO ANY STREET CONSTRUCTION ACTIVITY, (FULL DEPTH ASPHALT S ECTIONS ARE NOT PERMITTED AT A DEPTH GREATER THAN 8 INCHES OF ASPHALT). THE JOB MIX SHALL BE S UBMITTED FOR ACCEPTANCE BY WELD COUNTY PRIOR TO PLACEMENT OF ANY ASPHALT, IF APPLICABLE. 2. WHERE PROPOSED PAVING ADJOINS EXISTING ASPHALT, THE EXISTING ASPHALT SHALL BE SAW CUT, A MINIMUM DISTANCE OF 12 INCHES FROM THE EXISTING EDGE TO CREATE A STRAIGHT AND CLEAN CONSTRUCTION JOINT. WHEEL CUTS SHALL NOT BE ALLOWED, IF APPLICABLE. 3. STREET SUBGRADES SHALL BE SCARIFIED TO THE TOP TWELVE (12) INCHES AND RE -COMPACTED PRIOR TO S UB -BASE INSTALLATION. NO BASE MATERIAL SHALL BE LAID UNTIL THE SUBGRADE HAS BEEN INSPECTED, PROOF ROLLED, AND APPROVED BY WELD COUNTY. 4. FLYASH IS REQUIRED TO BE MIXED INTO THE SUB -BASE ON ALL NEW STREETS IN ACCORDANCE WITH THE COUNTY STANDARDS AND SPECIFICATIONS, IF APPLICABLE. 5. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY WELD COUNTY BEFORE ANY CUTS ARE MADE. THE FINISHED PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING SURFACE. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY WELD COUNTY. ALL OVERLAY WORK S HALL BE COORDINATED WITH ADJACENT LANDOWNERS SUCH THAT FUTURE PROJECTS DO NOT CUT THE NEW ASPHALT OVERLAY WORK, IF APPLICABLE. TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES 1. ALL TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH THESE PLANS OR AS OTHERWISE SPECIFIED IN M.U.T.C.D. (INCLUDING COLORADO SUPPLEMENT) AND THE TRAFFIC CONTROL PLAN. 2. ALL SYMBOLS, INCLUDING ARROWS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE -FORMED THERMO-PLASTIC. APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND OR THESE STANDARDS. 3. ALL SIGNAGE SHALL BE PER WELD COUNTY STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN M.U.T.C.D. 4. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMENT AND PLACEMENT OF THE SAME. THE COUNTY SHALL APPROVE THEIR PLACEMENT PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS. IF APPLICABLE 5. EPDXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. IF APPLICABLE 6. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS, IF APPLICABLE. 7. ALL SIGN POSTS SHALL UTILIZE BREAK -AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS. 8. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE COUNTY OR THEIR DESIGNATE. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE TWO (2) YEAR WARRANTY PERIOD WILL BEGIN. 9. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. 10. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. 11. SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD, WELD COUNTY RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF WELD COUNTY DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS SUCH SIGNAGE PER THE M.U.T.C.D. OR THE CDOT M AND S STANDARDS. 12. ALL SIGNAGE AND STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE TWO (2) YEAR WARRANTY PERIOD FOR N EW CONSTRUCTION (EXCEPT FAIR WEAR ON TRAFFIC MARKINGS). TRAFFIC CONTROL PLAN 1. TRAFFIC CONTROL PLAN SHALL BE PROVIDED BY CONTRACTOR AT TIME OF CONSTRUCTION, IF APPLICABLE. 1 2 3 4 5 A B C D F F G H 5) G uJ CC LJ y5 a Li) (re \I 0 (J J a fJ u J W C) 0 EL 0 (.I) J 0 L1i CNA ,-J- \ I i- A B C D E F G H , SPRING MEADOWS PUD PART OF THE NE 1/4 OF SECTION 30 TOWNSHIP 4 NORTH RANGE 67 WEST OF THE 6TH P M WELD COUNTY COLORADO • ., LOT B RE -2746 _ - 1' EXISTING \\\\\1\ - � N GAG ACCESS i- � � CHANDLER FARMS JOHNSTOWN LLC — - - � - a 1111111 - - � _ COUNTY RD 1111\\\ J 1--__i___ 42 BINDER FAMILY FARMS LLC , PROPERTY - - BOUNDARY- *tic / 7 —, \\\ \ {60 R.O.W.} _ 1 / - EXISTING AG ACCESS Ill I 7 -- �- I II II il / N / / / / / / l / I l l I l / � I i l _/ �'�� / / o - } HIii/ � _ \ `^' �O I � � ``� _�--- / / — IRRIGATION BOX 1 _i IIIIIII \ \ ( / / EXISTING PIVOTIII \ z \ I I Oil\\ \ \�o \ \ \ Q / z 60' R.O.W., 30' EACH SIDE OF SECTION LINE; JULY 24TH, 0 a , \ \ Id) I I 1891, / CLERK AND RECORDER BOOK 48 PAGE 352. I' \ \ S� I \ \ \ �0 1 / / III \ \ 1w III! \ \ \ \ 1O ► 1 7 O \ \ \ // \ \ IIIIII \ I \ \ / \ I / \ \ CC I I I \ Q / / \ \ `i_ EDGE OF ROADWAY \ / ' VIII I I ` \ / / TO SINCLAIR Q 2 LiJj I I \ \ \ \ 1 / 50 P1PE LINE R,O.W. I / / o I I \ \`�\/ • w r I ANUY26TH, 2007 ZII Oii \/ 3451154 \ / / \ \ \ \ \ I \ / / / H \ III/ / I //� \ \ \ / / , EXISTING m �! �'� \ / / / / / \ / CONCRETE f I \ ) / I��,� \ o \ / / / � z /\//J//\J i/409 ivoi / Z 7 / i/ \ / / / / >, _ / //4 /ii � \/ / / 50' OIL & GAS SETBACK FOR cc 1 // , / / / Q ASHUT &ABANDONED WELL / r r/Q \N 1 � // � E /(< �� \ \ \JXISNGAGACCESS \ / / / / / / / / w I I OCO 1 I 1 \ / / / / // / NN PVC PIPE / / / / \60' w / I / / / / / / \ R.O.W., LINE; APRIL 30' EACH SIDE 1881, OF CLERK SECTION AND T T / / N , / / ;% / / / / 4TH, no 1 / / - L \ / RE Co RDER B 0o K 2 PA E G 380. y ( \ / / / / , / / / ,� \\ / - 1 \ / 7 / / / / / / / / / / / / / / 1 \ / / / , 30' 30 / / / / \..\\ T �'N. \ / // / / / // t\\\ / / / / / / �tPN\� / / /. / / / / � 60' R.O.W. 30' EACH SIDE OF it --� i / / / / I / / / / / 50' OIL & GAS SETBACK FOR BOUNDARY LINE; OCTOBER 16TH, ,\\\1 / / / / / A SHUT & ABANDONED WELL t 2002, / CLERK RECEPTION AND NO. RECORDER 2996633. ,,,,, I EXISTING POND / / / / / / / / / \ \\\ / / / / / / / / /Q 1 / / / / / ,,111 / / / / / / / / , Q GARCIA Q JAYSON D AND GARCIA TAMMY M X up uj 3 3 / / I 30 / j` 7 /// / / / / \ \ SHED U ci aL -' I ./ / / / % // / // /\ / / Q /// o 7 / \ .f / �� / / / / / / --� / / SHED z / [ R / / / Q 7- I / / / / / / / �_ / I / / / / / �'� w J - / / / / / G, _ _ ice_ O) i> ti i °�.� 9 T v , i ski-') / / / i P / / / / / oCid / ibk co f >/ -- / / V / / / / / EXISTING 12 CULVERT /co/ // / I co / / / IRRIGATION PIVOT WHEEL TRACK —\ �' 0 / INV IN 4937.5 ' / / / / co / (N) / � / �` °� "� / / / / / / / / Ica i / / / / / / D� �� / / / / / / / �. �`, �/ cn W / / ( / / / INV T 4 OUT (S) 93 7.4 I X30'1/2 R.O.W. / / / / ►�/ / / / / / / I i , -' - / / �` / / / / / / R.O.W., SEPTEMBER 14TH, I / °��° / / ; \5 ;- / / 7 I 57' g/ / / // / '� �% g�0 1891, CLERK AND RECORDER I / / / / / / / / / �g <r) / / / / �' ! / / / III RECEPTION NO. 41077. I I / 3 / R.O.W., SEPTEMBER 14TH, / / / // / / cbic) / / / / / / 0 / / , / ;; / / � / / / 9 I I I 1 O / / Doi / / / / ' 0 0 / I o 1 1891, CLERK AND RECORDER / // / / 0�' > / ll / -� j / / / / / , / s , RECEPTION NO. 40176. / / / / / / / �� / / / / \2 / / / / SINCLAIR GAS / i I / ( 1 GAS / / / / / i �- .�- / / / / / / / ,°` ) / / / _- PIPE `�, � / / / / / / / °� / / `17; / / l / I ** jj �. / / I i �, 1 / / / / / / / / / / / / / / / /<O / / / / / / / / / / . ,: :/ / / / fr,\A----V / / / ' ,� / I O1 / / / / / / / / / :/ / / / JNDAR 1 1 / / el,/ / / / / / / / / / ! // <O 3 / / / / ;- ;' / / / / / / / � / / 0 / / i / / / / / 1 / / / I / / 0 �,� ,/ ,% Lio II O CC 1 / cc N I 20 TOWN OF JOHNSTOWN PIPELINE RECORDED h L.LJ _- / �-%`; 4 _____ / / , / / NO 3451154 / / / REC 1 / / / / GAS ESMT z \ \ / / / JULY 15 2021 AT RECEPTION NO. 4735962 �/ I I -- / / 50 / CD H / / / / / I id j I / 1 / / w MN 1 c / / / ° / 1 / / / / `C / S r w V , Z co \\ \ / / / / / / i O) 1 '-- <\\\IC/. 7 / / / / / / / / I rt 1 / / --' � / // 1 / / / 1 / / / / EXISTING S G 24" CULVERT CU w�, / / / / / / -� / i / / / II II I / / I r i ----- I NV I N 4931.8 / �,.,,,..-- / \ cpu) 7 / INV OUT E 4931.2 _ b 4677 / / 1 / I �. / / W / \ / ��1.� a w -� - ." .�-� / / co / / W -- \ \ \ / 1 _ A - / z - _ W -- _ _ _ \ \ / / S / \ I \ d / if. / G I R.O.W. TO GREATWESTERN/ / / I - - ` \ I 8Q RR -- -- - - -_ - G \ \ \ c;\C, , _ - - _ �� I\ - - _ _ _ _ _ 7 ---PROPERTY _ * _ \ =-fi BOUNDARY _ - - �C' - - RECEPTION NO. 100695, RECORDED -- ---\ / \ - - _- I -c -� , / 0 I I \ 1 JANUARY ( \fk/Hi 9TH 19050 _, �" \ \ I \ 1 \ �, Q 00 / `b I 30' PIPELINE ESMT REC NO. 4191032 ‘ rn @ ' \ n \ _ =-4 � R2Q0 O I L AND GAS � \ - � I / I I ,..{-, �- � / � �� RECORDED ON MARCH 29TH, 2016 \ \ �/ STRUCTURES SETBACK S ( .o , \ \ qg3 _ \ / I ( I I 6' --C ---J - / I EXISTING GAS 5HUL I L STEVE LVL 1 I 1 / D/ J0STRUCTURESTh I \ , 1 / / �� _, \ I I I 1 „_- o. —= I Q t1 1 1 / ` ` — _- SHULTZ STEVE j 1 ______—_____ ` -sr \ \ \ 1I c5) / / _is__�,, i n _ ------------__--., I / 1 I \ 1 _- - ,__ -- / 1 / / 1 \ / I ________- - >.- (1 \ ____ _ -� Q I l 1 -�� \ ) / 7 / / - -� - - -- BATY JILL A ,--_---- /� \ Dz o I I 1 1 \ 1 1 / -NOPR / — ' �_ _�� !-' EXISTING CULVERT \ INV IN (S) 49367 m \ �aU I I \ 1 / - P�� / INV OUT N 4935.5 wri I - \ �� WILLS DANA C 1 - _ \ i o_ 1 / Icc / / I / / ) / I /OLSON / I L �! BROS LP 5 5 1T H 30' PIPELINE \ ESMT / REC NO. 4191032 I, jam' Ir th I / / PILE OF DIRT ( zvz j . ___-- .,„, I / I V/ , V 7 % / - __ - ,7 / y- c'- z / 1 F \ IIIIN I / I 7 _ _ _ _ _ \ \ \ / ;, / / ;� a < A / / %/N/r4 / 4 EXISTING CONDITIONS PLAN v__-/ / I 0 100 SCALE: 1" =100' A B C D E F G H P Q U- -7- CD F- J C W a 0 0 Lin IJ u 0 F- © - LD W I ify J O DATE: August 19, 2022 DRAWN BY: AGPRO ISSUE / REVISION: N N 0 N W 0 ISSUED FOR REVIEW Q L - PINI O 11 U rj cii rai ct? ,4 4 p-- Hi - 1-- ri l— u) P) T • r•mi L-- clo FA c th -(7) can cn U D-4 92 ai Lcp, (3,_ co a ei ) Lo cy) o N_ 0) 1;2- 047 v --- Q o 00o o ,sInIT4 co __Ti -'0 g c_V_ dS o W 4CC ce, 4 . P4 rz vp Z On .... 5 , fr-il H v) SHEET: A B C D E F G H SPRING MEADOWS PUD PART OF THE NE 1/4 OF SECTION 30, TOWNSHIP 4 NORTH RANGE 67 WEST /4___ OF THE 6TH P.M., WELD COUNTY COLORADO LOT B RE -2746 _ ,_, it? EXISTING AG ACCESS DP" rca op cr FARMS JOHNSTOWN LLC _ f - COUNTY RD 42 BINDER FAMILY FARMS LLC ____L__CHANDLER PROPERTY BOUNDARY I {60 R.O,W. _ _ EXISTING AG ACCESS T -= - _ _ IX �. -- -- --- 0 o iii N-55 I i I I U� IRRIGATION BOX o I 15' PROPOSED DRNG. DRNG. 15' PROPOSED DRNG. � --4 PIVOT & UTILITY EASEMENT & UTILITY EASEMENT 60' R.O.W., 30' EACH SIDE OF SECTION LINE; JULY 24TH, 1891, CLERK AND RECORDER BOOK 48 PAGE 352. Cl)~z <<>,■ ► O1 I o 0in \ \ u) ii Q w EDGE OF ROADWAY TO SINCLAIR Q 2 2 L 50' PIPE LINE R.O.W. � o\.."-- TRA NSPORTATION COMPANY RECEPTION '�t- w z JANUARY 26TH, 2007 , ,.. I z , RE CORDED 3451154 _ I c~n U �.. EXISTING co CONCRETE \ \ Q ii o z 0 / cc / \ 50' OIL & GAS SETBACK FOR\ / Q A SHUT & ABANDONED WELL i-- EXISTING AG ACCESS m -, 1% J PVC PIPE \ w I \ 60' / R.O.W., LINE; APRIL 30' EACH SIDE 1881, OF CLERK SECTION AND m 4TH, a RECORDER BOOK 2 PAGE 380. LOT 5 ,r' \. 56.78 AC < < a\ \ / f /�/ Qs 30' 30 49 T VERIFY LOCATION / €40, 60' R.O.W., 30' EACH SIDE OF 50' OIL & GAS SETBACK FOR � BOUNDARY LINE; OCTOBER 16TH, A SHUT & ABANDONED WELL \ / 2002, CLERK RECEPTION AND RECORDER NO. 299663. j EXISTING POND Q$ GARCIA / Q JAY50N D AND GARCIA TAMMY M30' i �; EXISTING 12" CULVERT/ p w INV IN (W) 4971.8 w w 3 3\ 30' INV OUT E 4973.1 SHED U o i i-- Q _J I J 1 __ , cc PROPOSED EDGE OF ROAD —� eiS SHED Z zac 1ci) 6 / p�� Q 4 LOT LINE V�� 60'R.Q.W. x \ , O 0 ^ &co / s 1.1 --tai V1\, 7 \Aj �,� i�V _ ` Q� / :?vv IL_ .dA<<"- � Q 15 PROPOSED DRNG. �� Ll I- cc p � / / z z4 I & UTILITY EASEMENT\ J \fr/ >- 30'1/2 R.O.W. /I i z v IRRIGATION PIVOT WHEEL TRACK 7 D ' \ \ \ z / / U 10' PROPOSED DRNG I / & UTILITY EASEMENT \ / / 1 / 57' R.O.W. SEPTEMBER 14TH, 1 \- / 1 1891, CLERK RECEPTION AND RECORDER NO. 41077. T \ \ / f 1 0 3 R.O.W., SEPTEMBER 14TH, N N \--) (s)- /O \is 'Po 1 1891, CLERK AND RECORDERNN -` -7O Z 77 / CC a Z `JC, RECEPTION NO. 40176. ..-- '" \L20 V 7 ll ' II o s< '10 7 LOT 4 f r ""-r %/ �� 7 7 �i - 6.78 AC / 7 .0,_ - V ch-k- -S' cri 7- 15 PROPOSED DRNG n� F ,�,� � �. ,� LOT 1 Q ll z w o = C) / / & 5.81 AC UTILITY EASEMENT CM 9 0 z i �� CO �` w w a �-'-� Q� �� 20' TOWN OF JOHNSTOWN PIPELINE RECORDED / ' �I r' REC NO 3 451 54 -n 4 4 °� °C le) cc = o 5p� GAS ES1V1T o -'` �9 JULY 15 2021 AT RECEPTION NO. 4735962 : ;\= o , DRNGII 15 PROPOSED i o2_'C' .� �`! c C� � t� - � UTIL1n EASEMENT _ �j Jcc c� w / ,. �6 aP1 9>to / 1 -_ 1__-- t %.\ / J-; / t ; ____- %- _____ _ S I NC LAI R GAS I ---- `N El m W �--,_ cn rte- �' W - �_ W W ., ' W �----- I - Vv ,� :%�� ; �� --''�' - PROPOSED R.O.W. 1--- -� _ _ W W -� �-----� W �. ~�iv` .� - - - W _ - G� W ��N z - . -- ^.-ter �''" 80 RR R.O.W. TO GREATWESTERN, I � __- �G - .... G � _ _G 10' PROPOSED DRNG � �-�=' � G RECEPTION NO. 100695 RECORDED i, c _ LOT 2 ,��' PROPERTY & UTILITY EASEMENT __, BOUNDARY -- �� JANUARY 9TH, 1905 7- <</ t 15 PROPOSED DRNG 4.80 AC D ? L PCB R200 O I L AN D GAS & UTILITY EASEMENT 30' PIPELINE ESMT REC NO. 4191032 40' PROPOSED DRNG ..---� STRUCTURES SETBACK RECORDED ON MARCH 29TH, 2016 & UTILITY EASEMENT - a EXISTING O S G GAS A' �' S H U L I STEVE�� - -' �.-- _ _.__ STRUCTURES 10 PROPOSED DRNG C� tJ} - TILITY EASEMENT kauPTRitoneyPoEslEsDEDITENNGT .�--� 10' PROPOSED DRNG I 1 SHULTZ STEVE f & UTILITY EASEMENT -al z / 9 Q LOT 3 5.87 A /' � BATY JILL A z 10' PROPOSED DRNG 0 m & UTILITY EASEMENT 'ap• _ Gov P /_ It w O r_ IH WILLS DANA C o_ I 30' PIPELINE ESMT REC NO. 4191032 j OLSON BROS LP 5 5 I V ,--,‘A I I Z ,//// ,/ / ,i , ' / I I V _ 1 / � I j/ / / / , , / N SITE PLAN , 0 , 100 SCALE: 1" =100' A B C D E F G H .J J 0 J uJ r J co DATE: August 19, 2022 DRAWN BY: AGPRO ISSUE / REVISION: N N O N W O ISSUED FOR REVIEW Q ,,, I i�o i, ' U .. ci) ct? ,4 Hi r i ri III (j) 2 T • v-i L: CI° CL2 ° th CA CA UV) 2 Cii E32 CO c CO o ic;-) /lig) izi- 0 �o Q o 00o 0 o �� -_<[inci_cy4‹ o (1) W l'iml 4.1 W Eml 0 4 P4 ail ci) SHEET: A B C D E F G H SPRING MEADOWS PUD PART OF THE NE 1/4 OF SECTION 30 TOWNSHIP 4 NORTH RANGE 67 WEST t____,Nr. OF THE 6TH P.M WELD COUNTY COLORADO LOT B RE -2746 ., _ a cop it? EXISTING AG ACCESS --=- -.-- �'CHANDLER FARMS JOHNSTOWN LLC � �' e COUNTY I RD 42 BINDER FAMILY FARMS LLC \ PROPERTY - BOUNDARY , '1 EXISTING AG ACCESS / -= T Sf \ ...'''''e. IRRIGATION BOX 15' PROPOSED DRNG.\ 15' PROPOSED DRNG. GAS WARNING SIGNS ,� R200' OIL AND GAS - EXISTING PIVOT \ & UTILITY EASEMENT & UTILITY EASEMENT (PROTECT PROTECT -IN -IN -PLACE -PLACE) STRUCTURES SETBACK 60' R.O.W., 30' EACH SIDE OF SECTION LINE; JULY 24TH, i- 1891, CLERK AND RECORDER BOOK 48 PAGE 352. cnIl ■ 1 i O \ \ , G ii L EDGE OF ROADWAY cc TO SINCLAI Q 2 2 50` PIPE LINE R.O.W. -- o\.." TRANSPORTATION COMPANY RECEPTIO ,.t . LU z JANUARY 26TH, 2007 " `�" 1 Z z � REC ORDER Q 3451154 _ ; c~n U EXISTING m \ CONCRETE m \ 4z O Q / cc \ 50' OIL & GAS SETBACK FOR / Q r� A SHUT & ABANDONED WELL i-- cC % EXISTING AG ACCESS —1 I \ \ / 60' R.O.W., LINE; APRIL 30' EACH SIDE 1881 OF CLERK SECTION AND w o 4TH r' RECORDER BOOK 2 PAGE 380. ; ,cc ' PVC PIPE LOT5 r , ' \ \ / el%a � Qs�, 30 30 T VERIFY LOCATION \ 1 E T 60' R.O.W., 30' EACH SIDE OF 50' OIL & GAS SETBACK FOR 4 BOUNDARY LINE; OCTOBER 16TH, EXISTING POND A SHUT & ABANDONED WELL44/ \ \ 2002, CLERK RECEPTION AND RECORDER NO. 299663. 30 i i \ OQ / GARCIA JAYSON D AND GARC..IA 1-ANIIVIY M EXISTING CULVERT 12" INV IN (W) 4971.8 / w 3 30' INV OUT (E) 4973.1 _ \ \ FH SHED0 U -a a_ CZ] IEXISTING C -.. _/ 11 ___-/-- GAS WARNING SIGNS < J1PR O TE C T-IN-PLA C E WATER SERVICE TO METER a ( ) ,` SHED 1_Th / LEN TH DETERMINED IN FIELD cc c\IQ � � / � cn LOT LINE � & ea /R.O.W. LIJ CC § 42 <<"›- ___, '� "' 'i j,� O �' w V 1 iV - < \ y�, v ,, i, \ J e� v Z Z 0 J 2e m S \ CONNECT TO EXISTING CURB cc STOP ( VERIFY LOCATION IN FIELD ) >- 15 PROPOSED DRNG. 7 & UTILITY EASEMENT \ j z IRRIGATION PIVOT WHEEL TRACK O 7 i& I \ \ \ z/ p U; 10' PROPOSED DRNG EXISTING FH i's' /1 i �` r UTILITY EASEMENT 30' 1/2 R.O.W. ///, EXISTING 12" CULVERT INVIN N 4937.5 ( ) / \� \ / , INV OUT (S) 4937.4 1891, CLERK AND RECORDER �/ II � RECEPTION NO. 41077. 3' SEPTEMBER 14TH, \ \ '' �'� � SR.O.W., a' 1891 ' CLERK AND RECORDER N. �\ `� 1 `� RECEPTION NO. 40176. „i -' ,,/ �� PROPOSED WATER METER �T_ z --I '- ,� �c I / GAS WARNING SIGNS LOT 4 .® �-p -__" j ,sue - L. iN ` t PROTECT -IN -PLACE �± -- 'p 4C) C�\ `�2, -'� "o �\ 'AO c0 �_- �` CONNECT TO EXISTING CURB ��ti7 ,-, - STOP (VERIFY LOCATION IN FIELD) �\ .� .cZ C 7 I/� 15' PROPOSED DRNG o� ,.. , LOT '� ,Q ��' EXISTING EXISTING FH & UTILITY EASEMENT O / ��' V PROPOSED EDGE OF ROAD O> 9 U a co ,moo � z �� wry o I 24 PROPOSED RESIDENTIAL ACCESS �. cn T1 . l}�\� CC ro `� 20' TOWN OF JOHNSTOWN PIPELINE RECORDED EXISTING JOHNSTOWN 16" WATER MAIN `'" 2 = --- -� 1--Lw \` . 71 4 4 O JULY 15 2021, AT RECEPTION NO. / '` w EXISTING FH 4735962 50' GAS ESMT REC NO 3451154 DRNG I- `�-�.. ' 15` PROPOSED o� N JOHNSTOWN 16 „ WATER MAIN 10 PROPOSED DRNG �- -" w \ _EXISTING \� 4 UTILITY EASEMENT _ /- .. & UTILITY EASEMENT -�` J o U , c / .,.. LU � Q � / t EXISTING 24 CULVERT �_ p I 0_ 0 th \ 0 :. --- �'� ,� --.-_ ----- PROPOSED R.O.W. W. INV IN (� 4931.8 ; , �, �- ..r---�` \ z O 3 f W cn p W �� -� -� - �/ - . J O T W , ..� 1--- INV OUT (E) 4931.2 �, :� -- .� -� o 1 \p - ,\\ �1,� v, W ,__._ / _ ..,,v__a Cam- � `' � ' �_ `,y�� ----�� z � � - - L=� - - - - r''"" S I N C LAI R GAS •► - - - � _ � � _ co WATER SERVICES TO METER ' TO _� ` RR R.O.W. GREATWESTERN _ '� `(LENGTH PROPERTY = , - = co B BOUNDARY DETERMINED IN FIELD) RECEPTION NO. 100695, RECORDED '', O ii �t 1 'PROPOSEDDRN 5G I 1 � JANUARY 9TH, 1905 -'' ' 4 WATER METER D Q -PROPOSED y I R200 OIL AND GAS & UTILITY EASEMENT 30 PIPELINE ESMT REC NO. 4191032 1 T- CD i -------- 0 STRUCTURES SETBACK RECORDED ON MARCH 29TH, 2016 PROPOSED WATER METER � 40 � PROPOSED DRNG � �T_ a EXISTING GAS PROPOSED DRNG & UTILITY EASEMENT O10` EASEMENT 4 ..„------ STRUCTURES 10' PROPOSED DRNG & UTILITY 0 -r- ��, 1I & UTILITY EASEMENT l ..------- �• 10' PROPOSED DRNG w SHULTZ STEVE & UTILITY EASEMENT z LT LOT 2 / cn 9 .---- Q LOT 3 / 1 �-' BATY JILL A z 10' PROPOSED DRNG D O �� & UTILITY EASEMENT / / �{ EXISTING INV IN (S) CULVERT 4936.7 m �OVN / �� pP V _--- INV OUT (N) 4935.5 w GAS WARNING SIGNS WILLS DANA C p ccI I /- (PROTECT -IN -PLACE) T 30' PIPELINE ESMT REC NO. 4191032 jOLSON BROS LP 5 5 i I/ I I � / / / / / / / / ,-/ / vs 7 ,//// , /1 ' ,/ , 7 / `- N UTILITY PLAN. 0 100 SCALE: 1" =100' A B C D E F G H LI J w -77 ( J DATE: August 19, 2022 DRAWN BY: AGPRO ISSUE / REVISION:I N N 0 N W O ISSUED FOR REVIEW Q !UM. CCI II4 ri r1/4fedi Sitte. 4: Cn Til Ct ,4 w r -s) sr 8- 1-- i O I— u) P) T O • r—i t.,-- °a 8 ° 1) -(7e) c") cn u —4 92 ai LT) c:4 c),_ co a en LO CO o N. 0) --fcg) tz3--- 07 .io v -,_, Q o O00o o ,,y ---fi\O _:DTh c_k_r__ r 4‹ r HC :1 Q 0 4 r:4 ail vs) Pao SHEET: A B C D E F G H SPRING MEADOWS PUD PART OF THE NE 1/4 OF SECTION 3/0/ OF THE 6TH WELD COUNTY COLORADOLOT B RE -2746 / w w _ it?P.M., \\\)EXISTING AG ACCESS �-- -0--- ( 40 / CHANDLER FARMS JOHNSTOWN LLC BINDER FAMILY FARMS LLC ,. \\\* c_ PROPERTY COUNTY _ BOUNDARY RD ^ - 42 / _ _ rill _ 1 1 / 1 (60 R.O.W.) r EXISTING AG ACCESS -- -- \ ___,T I \ \ N_ I / _ I I Z I \ I ? / / /\/ --_,_._ __---- 15 PROPOSED DRNG. / ( f \ 15' PROPOSED DRNG. ^ ^ I J - R200 OIL AND GAS EXISTING PIVOT \ & UTILITY EASEMENT ^ & UTILITY EASEMENT I J / \ \ STRUCTURES SETBACK / 60' R.O.W., 30' EACH SIDE OF SECTION LINE; JULY 24TH, �- I \ \ \ 1891, CLERK AND RECORDER BOOK 48 PAGE 352. cn I / Z \ \\ \ I \ / /7 \ \ / ^ \ \ n. -ct. '1- Qt n. \ �- EDGE OF ROADWAY / cc /Q TO SINCLAIR ^ 2 2 w \ / 50' P1PE LINE R.O.W. N \ 1 / TRA NSPORTATION COMPANY RECEPTION ^ ^ '•t- w Z ,, JANUARY 26TH, 2007 f 1 RECORDED . - Q Jif \ 3\.."-- 451154 . \ z-Ni \ 3 / / ,-� EXISTING I >-- co 0 / / CONCRETE /+ r/�0 / D°' \ / / (((((((((C C o / / / !-` / / ! �+ j I / � a --\ xi I lY / / ! / % cc 1 / / / p /; l 1-< D // \ / 50' OIL & GAS SETBACK FOR / r� 0cc Q / I / A SHUT & ABANDONED WELL / / G-, E / I \t EXISTING AG ACCESS / / / / / o2 I PVC PIPE / / / '` \!,t \ \ \ / / / \ 60' R.O.W., LINE; APRIL 30' EACH SIDE 1881, OF CLERK SECTION AND >- \ / / / / / -, 4TH, co 1 \ / /- RECORDER BOOK 2 PAGE 380. / ,,, � __ LOT 57 0, �U Rap The Drainage in this area / ;; �; .� Os appears to be right on top , i \ / ,/ ;;- L1e ��- h.�n�a© `—/ // \. of the water Mn:and T VERIFY LOCATION / / / Add a note that 4.5 g i II \�\ / / / minimum cover potentially in conflict i with 60' R.O.W., 30' EACH SIDE OF I �� \\ ----'feet \ / / / / / 50' OIL&GAS SETBACK FOR _ the fire . hydrants. y Ensure BOUNDARY LINE; OCTOBER 16TH, � / ��' / _ must be maintained 2002, CLERK RECEPTION AND RECORDER NO. 299663. ,� EXISTING POND \ / / / ,; / \\ / / / / / / / A SHUT & ABANDONED WELL �_ \ SI that separation . there is adequate between q the -30''/ EXISTING12"CULVERT / / ///4,, water main . INV IN (W) 4971.8 / \ / / / / / ,�c, drainage swale and the en / / / �. ,-,, / _ FHs. S w 3 3 30'INV OUT (E) 4973.1 / , / / / 7i _ . O ,_{.;\ _-> / /i I \�' _-- — -- / / / / I Ca O<<</ '' PROPOSED SWALE cn __-_--_--- / -� ?is / / / / .. SHED z cc i `` a / / / / / / c cn Q - LOT LINE te/ \�` / LIJ _J 0 ' I rq OK: / / cb __, / / \, / i CC / G cS3` / / / \ % ' Ti cel \ / < b N / zz / � �` l Z / b- / / / / '� 4gq �g \ / f w / / / 1 �" / D E9,' / .. / !r 0 15cc PROPOSED DRNG. / / / & UTILITY EASEMENT \ /-�/ z 0 I / / / IRRIGATION PIVOT WHEEL TRACK r / / / ' / .,�> o) / / / \' \ / \ / ! t��` U; 10' PROPOSED DRNG / / / / / • / / TILITY EA EMENT / I 30'1/2 R.O.W. / / \ \ ! / / / / I / /, / °�� .4 I / / / /I / / </2/57'R.Q.W.,SEPTEMBER14TH, / / / / PROPOSED SWALE / / ` N / / /\. / I 1891 CLERK AND RECORDER / 3 R.O.W. SEPTEMBER 14TH r / / �_ 64 / / / / / i �/ / ` / / EXISTING 12 �� CULVERT III RECEPTION NO. 41077. / 1891, CLERK AND RECORDER / / / / �. / i / / / / /�� / INV IN (N) 4937.5 7 / -� PROPOSED SWALE �/, / / / / / ; � , RECEPTION NO. 40176./ % / �-� ;' �� INV OUT (S) 4937.4 N / „--- , i co / / bk 71 // / 7 / 7 N.N. tc / / / LOT4 ---,- V V o, ,, I <zu, sx ''% / V // t ,, -9 ( I , / o / /�� y c\ sV/ .O 1 I PROPOSED SWALE ^ /p /�S,/ / ;/ / V/A/' I /-I ;' / " / \ / / ,' Q Q- / / / / co ' $ % / ,% 15' PROPOSED DRNG >-, co O / / / / ll 'i �. / / Q' '\ / / / & UTILITY EASEMENT I Li n I c ,' p� ` / /� s / / PROPOSED SWALE o / LOT 1 z a / / i �� ,�y / i / '" / /" / 1 I ,(I , w r / aTC / 0 `;`� / / / PROPOSED SWALE -- / - cc © �� ,J / ( / i 24'PROPOSED / / `� co 0cc �\ 20 TOWN OF JOHNSTOWN PIPELINE RECORDED 7I I- / 4 4 - f �co �. / �\ �' °° " ''� I RESIDENTIAL ACCESS ' J' cn F- co JULY 15 2021, AT RECEPTION NO. 4735962 / '-�\; I i �- / ;' 50 GAS ESMT REC NO 3451154 & Ili w �` `�'`- a 1`, / PROPOSED DRNG N \\ /ti 'fig �� / 15 cc / w I I CO� 1 i j W z / / \- `\ V / 0 UT1L1n LHa' EASEMENT (LW 4 '� U 1 ! V �'- (\/C�7 r O \ , PROPOSED SWALE r) co -' � / \ o _, r� / �� '�--, ,.� �, l ' �� h / ; ' / `� / 1 \a� ' EXISTING 24" CULVERT 'l / -='� �-- ,� �.\ ` / - ''`'. __,>> �``' PROPOSED R.Q.W. \ / ----- INV IN 4931.8 (� � 1 St _ Z IVV /-,,�- �► �► ,LI/ o W II :.� __ �► 0 . , W/ �f _.-,_ ._ INV OUT ; _,-,_ (E) 4931.2 _ / _ / / z / W --- .- �1 j - / vv 4 ��--- `� / , - w 11 RO POSED DRNG C u,. J // ,,/ w .----- / W W • � s_ ` & UTILITY EASEMENT --j EXISTING CULVERT _ - - \ m I . _ - ..."'"sets / �_ _ ,, , r' \LOT\ INV IN (S) 4936.7 / srP 2 R OPERTY -- B/ BOUNDARY - - — \\ INV OUT (N) 4935.5 __ _ 1 \ cp6., 2 \ i �' 15' PROPOSED DRNG 30' PIPELINE ESMT RE NO. 4191032_ PROPOSED SWALE 1 \ �' 40' PROPOSED DRNG °= R200' OIL AND GAS '� UTILITY EASEMENT RECORDED ON MACH 29TH 2016 DITCH/ & STRUCTURES SETBACK & UTILITY EASEMENT o to s , a EXISTING GAS `� � - � PROP OSED DRNG O � 10 g� �„-- =' ,� � I -- STRUCTURES � 10' PROPOSED DRNG & UTILITY EASEMENT D� ,,- / UTILITY EASEMENT O ' � � -- �` - R - 10 PROPOSED DRNG w 1 O)L.,_ _i -� SHULTZ S STEVEcl H U LTZ STEVE S & UTILITY EASEMENT z D` -- `— ,--- -, / PN bc _„-- Add Town for damages PROPOSED SWALEbc a note that to any fences/landscaping the is not p g placed responsible within the water/ --• 9 / - f- 1 \ 1 v° -- r- _ -- \ BATY JILL A easement. This includes but is not limited to the a / 7 D` z 1 \ 10' PROPOSED DRNG - - -r - _- _ followin : z g 0 • 1 LOT 3 \ & UTILITY EASEMENT ''�' / 7" f �{ -- % � _ - 80' RR RECEPTION R.O.W. TO NO. 100695 GREATWESTERN, RECORDED a. Damages due to a water main break m g -- _._= �pv _ = -� ( \ I� _ �� JANUARY 9TH, 1905 . b. Damages or removal of fence to perform maintenance \ I,:�- P .w WILLS DANA C on the water main. 0 Ft PROPOSED BERM (FINAL \ �. /- , , › ,- w R LOCATION DETERMINED IN FIELD) -- - / 2/ / i` OLSON BROS LP 5 5 r. r. IR r •30' / / PIPELINE ESMT REC NO. 4191032c-: ` S -A% 1K` P r. r. ?-:: \A \ I0 / / c ts-\ / \/ 1 --- /// /// / / / z -;z' / / / , 7 77/V 7 7, / N " / \ --- \ / OVERALL GRADING PLAN ,,,, 0 100 SCALE: 1" =100' A B C D E F G H <2 P Q 0_ fS) O J J =L W r-; J LJ u nt 1 DATE: August 19, 2022 DRAWN BY: AGPRO ISSUE / REVISION: N N 0 N W O ISSUED FOR REVIEW Q - Pmi O 11 U Cn Til ct? 11 HI j:1)1 O ri (7) � T • r..1 L: c° 8,, c eirie) L-11; cn C4 U n 92 We' (u3-)•) xi 0 co ----, 00 en c LO CO o N. O) /f_cg) tz3-- 047 .‘ O v --__ Q o 00o o ,v ----ii\0 _:DTh cl___ 1(1 i (1.) Q <Cr. 71 r::4 CM, Cs riFir P4 W V) eits ftd SHEET: A B C D E F G H 1 SPRING MEADOWS PUD PART OF THE NE 1/4 OF SECTION 30 TOWNSHIP 4 NORTH RANGE 67 WEST COLORADOLOT B RE wwwwP.M., -2746 EXISTING 1 NV 12" IN CULVERT (W) 4971.8 I ! I ' / / " ' j II EXISTING POND v // l J 1,, 11 ,tt ` / z �// �� / / I / I NV OUT E) 4973.1 7 , // / y / / / / _ / / / / ±F't ` �� ..,_ --- / --- -- — l � _. — ------------T--" -- r J c -., / / / Jci, I J C -� `` / / / / r 1 k I / / LOT LINE _ / r 1 \ / \ \ / / 0 -- / - cv / / / / � I\//\// oC/� & / } d / / / / / wz o \ O) / / / (6 \/ 8 ( // O) / \ / / / / / 2 2 / 1 \/ / / / i r-- 15 // PROPOSED \� / / / DRNG. / // / / ! ! f/ `t .. / & UTILITY EASEMENT 30' 1/2 R.O.W./ / 7\ / / / \I/ / / / / d` co / / _ 1 ! / / 57' R.O.W., CLERK SEPTEMBER AND RECORDER // 14TH, / / \ / \ / / �� / / // / / \ / `� / / / �/ g / / / / 1 1 ( f 1 /1891, / RECEPTION / 3' 1891, R.Q.W. CLERK NO. SEPTEMBER / AND 41077. RECORDER 14TH / / ,` ,�, / , / / / \ / / / cc)I< / / / �� ` / / / /' / / / (/ / \ Co / / N/ / D& / / / sN \ / / / / / RECEPTION �°� NO. 40176. / / ; / / / LOT4 / o)� /NN/ / /N/N / / / D(/ / �, / / / / A/ I ; , , / GAS WARNING SIGNS / / / / LOT5/i� (h / ! I / {I ( / / , / / / / / (O l / / / / / / / / / / 0 I 4\ -7t ) / / / / // / ,, / g 3 / / / / / / / Al / �O � / /Dc <O / / // / / // / / h I , ' / (§) ' / / / / / / / / / 3 3 z z / , / / / / / / iL— ! / ,,/' / / / CC W C) o ! t 24 PROPOSED RESIDENTIAL / ACCESS co / u / �. L� / / / \ // / o i \ / / / / D /1%%'s \ / / i ____--- ,,,,-,- W W m N 1 m/IAI\ li \ / ''l / \ / / {�,��c / ;` �.`, / / / / / / / / \ / / ! i / / // / cr _ 1 / o, / / / I ii \ / / .<._. i cv O 0 , Dcd / / / co cc/ i2 x / / / \\ / III o Q hi \ \ / ;/ / / / \%/ / \ �� / / // / ) J / co`� / / �. I; c -�� / , ' / \ %� ) / / b` PROPOSED SWALE 1 TOWN OF JOHNSTOWN PIPELINE RECORDED ; �-�, / / / R- /,20' / // 4 / \ / / / JULY 15 2021, AT RECEPTION NO. 4735962 / / �a / „ / ; . �-- __ . / „{-- _ / / ,,, Pio '7"- 0. / \ . - -77— / 7 - ' , / /7 V)c % / -------7 \ \—. wp, k / rct / - W / - --- W / / -----, - / - - —\., - / '---�— ~� in; W / / --- W� — / 111/ --- / W "a' ,—- J � 6o -111/ / / _ / 1/1/ / _ -._ W - W {\ s -� --�'-' .-- _ �'\ J,1N (j//_\�'/] _ ..--r jj /4N Y (=,-- / t to 2.0 /a - ©,�- G / V� \ — • -- -- / W III ..--- p G -- ,1� _A ► n , _ �� 1.5% / �_ �_ _ / (-1.5% / �~ 't / �11j -Y G W ~ , �g / -=--74 _ , _ ' - G .-- CO‘ _ _ - - -� - ~ = ~ ~ -` ---� 1- lV/ Q' '` ` _ ..` 0.7% - - 4960 - `- - - -- UTILITY CROSSING -� ---- - -- - - - _____ _ -- 4651) _ _=...... 1 0 10' PROPOSED DRNG 30' PIPELINE ESMT REC NO. 4191032 I \ & UTILITY EASEMENT RECORDED ON MARCH 29TH, 2016 \,.\ Ar. I \ 0 R200' STRUCTURES O I L AND GAS SETBACK 450' liQ / / f 1 EXISTING STRUCTURES rTh GAS SHULTZ STEVE 1 I .,7- e_t\ 1 1 1 1 1 1ui 4 4 cc<t w❑ /p` T I oD '2 1 -1 I 1 0 CL Do I \ \ 2 IC -N\ 10' \ PROPOSED DRNG SHULTZ STEVE I r -N V� & UTILITY EASEMENT i I LEGEND EXISTING GROUND N NN, CAP, INLET PROTECTION f f THII -I I I- , OP OUTLET PROTECTION COMPACTED 1 CWA I I CONCRETE WASHOUT AREA FINISH GROUND I SUBGRADE OR - I UNDISTURBED SOIL INVERT (SEE PLANS) 5 5 -- --1 3' 0 VEHICLE TRACKING CONTROL * SIDE SLOPE IS 3:1 FOR LAST 450' NOTE: SEE SHEET DT -2 FOR TYPICAL EROSION DETAILS . 1. SWALE SECTION GRV SCALE: NTS N GRADING PLAN & EROSION CONTROL LOT 4 0 60 SCALE: 1" =60' A B C D E F G H <) Q IL" CJ 0 C -N DATE: August 19, 2022 DRAWN BY: AGPRO ISSUE / REVISION: N N 0 N W O ISSUED FOR REVISION Q we CCI .4 O U., cii rai riCt w n, 1-1-1 H on Fill) 5 O '—'I (j) FrY3 T O • v—i L: EY?) „..7 1-' Cn UV) CA 2 cii elib rit5 CO o 0 �o :11:11: Q o \'4:c o � ADI SHEET: A B C D E F G H r UTILITY CROSSING 1 1 13 LF - 12" CULV EXTENSION ,\ • PROPOSED SWALE / D_ MATCH MATERIAL & INV _ /I%- m ` --. ____- a SLOPE \ CIP x• <0 ____\,..... 1 I e_ ~- - ----- a --` - � " - .7 _ / •a -- . - - _ -_ - Y.= _./ ter__ VTC //76 - CD 'St SPRING MEADOWS PUD / / 3 \ I 9� 42 �� 940 ;: f / / .' + 1/4 4 PART OF THE NE OF SECTION 30 TOWNSHIP NORTH RANGE 67 WEST / tl z / T i ' offL)Ja) / EXISTING S G 12" CULVERT CU t� OF THE 6TH P.M WELD COUNTY COLORADO LOT B RE -27461 ,, 10 PROPOSED DRNG } / INV IN (N) 4937.5 II �C1 iI / 1 &UTILITY EASEMENT �` f U, / r INV OUT (S) 4937.4/ PROPOSED SWALEz / �- bc / D _ l /1 / Ii 1/! / / I cr.) il �� / / / ,, CWA 2 oIfI + - li I I LU /tt'/ j = / / //e / / / /// I / 1 // / / / r" / / -� I I I j I II 1 PROPOSED SWALE / / / / niceI 1y- 0 \ �` o / Z , / // o 0 > > 1 t/ c) bei 12 Z / I II / Cr)i f / / V , / ( / �g / / cb Dc �o, /// bc / / / 1 / I i I I II N I o 2 2 cQIP'0, , I -33 a 2- \ ( / */-:' 7�� 7 }/ / \ j / `� / / 2PROPOSEDSWALE R- r I I III / / / o -�,' O) �` ,e I I UTILITY CROSSING ' / / / ! / i I I ill / / / .7/ �` '� � ,� 15' PROPOSED DRNG 1 cc I / V / � LOT 1cc .' / I / PROPOSED WALE �_ & UTILITY EASEMENT ! d . III 0 //\--/ / \ ti ,, _. � / 1 // Zi / / / 7 / ;, f JI I I m I III h I / ` 1 PROPOSED �' SWALE '°1° = / / D / / II I I I - / cn c� / o R- / ar / -� A EMT RE N345115/4 11 50 GAS S C 0 / / ��{ DRNG / / il / I 1 10 / 15` PROPOSED / Ill / �� / & UT1 LITY EASEMENT / / I III Q � I / � 1, \ � �� - a jo _' /I �.j � / / 7/ \ / / / / 'III I I 11 III (53 \I PROPOSED R.O.W. / ` I \ J / / / ' F.21 / �- 1 I rte- / % � - �- __ - --� W \--- ,�• i / � / / I / � Ili I I` � � ----- �_--- ..� I � � ( I .� ---. e __ __ ,-- EXISTING S 24" CULVERT G C) I - _ — �_ / ( , , - \ V/ { / Z `in�-/ I 1 \ / a° I NV I N 4931.8 I ,- \ t \ r / --�"' 10' PROPOSED DRNG & UTILITY EASEMENT / ' / © -- �J --� \ / \ ' / / INV OUT (E) 4931.2 I I a II I / — - �° - UTILITY CROSSING \ \ I / -- �- I\ ( \�...--"°"" DO NOT BLOCK FLOW FROM 3 3 Ge \ AL0T2 5Q I RAILROAD RIGHT OF WAY, �� 4 \ \ \ \ ''� I , I \ 1 1 1 \ PR P ED WALE o Os S \ \ \ �� \ �= .;794-, „� ! \ R \ \ \/ , \ \ \ \ .-/� '�� cos CIP icsi \ ! \ \ D �` -) . 7 / Ii ( r i ��,CD - - -� �' I I \ ` , I\ 40 PROPOSED DRNG & \ r --1111111- II\ I \ OPOSED DRNGk4) TILITY EASEMENT —� \ UTILITY EASEMENT 1 /�' -�f �- /Q 10' PROPOSED DRNG ` \ \ / /-- S y \, - �- f,-ri CA- / & UTILITY EASEMENT Z 1, ' 1 �.3 I cl- i \ \ i y U --_ 2 S \ \ _se-- \A\ VaN \ (t -I 1 \ _---- _ LIN 10' PROPOSED DRNG Q \ \ / 0e / r ---- ._-- _..r-� �'"--�"" i r �` �- '' o & UTILITY EASEMENT 1 � 1 - =-- �" ter- PROPOSED SWALE / �-- �= - -- --� \ -- r;--; / / \ LOT 3 1 , _ ._-- _•.•- ,. ,,----,-- , / CF. / I \ t , - '�'"'' ---_.--,,: ` '� 07::;-- �' -� ` EXISTING I NV IN (S) CULVERT 4936.7 y INV OUT 4935.5 I -< (N) \ \ \ Co \ i / I i T_____ _ — � _ _ <,-, (g3A ca) --z, -A r2 I \ ,ct > C-33 S;13 .--An I I \ ) / _____:_c_c____I O-) -It \ 10 PROPOSED DRNG / , I -,_ ---- `{ -_ -- -- ----, -1- 1- co r o WILLS DANA C -- ' 1 I \ -'� -� \�\pP \ \ & UTILITY EASEMENT / G� I \ \ r -N Lo\ _-- �-- / - ,.- ' PROPOSED 1.5' H, 1' W BERM (FINAL \ \. ,� �. 11 n le:\ LOCATION DETERMINED IN FIELD) \ \ \ ____;�-- o -- i \ 4 4 12 i \ \ / /r \ / / / L 4-1% P, l / / / / / / <O j / ( % / / 5(9 --;oc' / " OQ ;� I��/ - / v P.\ cb ik 30' PIPELINE ESMT i r REC NO. 4191032 1 _9 / bolo / / c;\ 4 / r / \ ��J /f , / Z �9:,,,,:zz ,, I / / / / / / I / Z ZA Z r\ ee. \ \ / 7 V 1 ILEGEND / j 7, EXISTING GROUND -N\ 1 0`0 ,zz:zzyzyzz' Z N. CIP INLET PROTECTION I I; I i / R, - OP OUTLET PROTECTION % / // {1��-}_ 5 5 / / - L7 / 21 47/ / COMPACTED CWA i Ii CONCRETE WASHOUT AREA C / \- FINISH GROUND � SUBGRADE OR / / � \ 19 / / UNDISTURBED SOIL \ INVERT PLANS) \ / (SEE SHULTZ STEVE ,�. %� \ 4 , ,/ / \ ` t ; / / / CO �� VEHICLE TRACKING CONTROL -I l• �\ - / / , , . , / f / \ -- ,�� NOTE: FOR TYPICAL EROSION DETAILS SEE SHEET DT -2. �- \� 1 D RAI NAG E SWALES 441 \ ---.\\\ , IV \ / G R-3 SCALE: NTS 7\-\\\\ \' ---/ 2-----1:--7- ''/ / / / / \t/ / N G-RA.DING- PLAN & EROSION CONTROL LOT 1 T ROUG- 3 I 0 60 SCALE: 1" =60' A B C D E F G H <) Q 7.7 Cr- '3 ''j cNI tJ Cr- a_ CNA DATE: August 19, 2022 DRAWN BY: AGPRO ISSUE / REVISION: cc gl W 0 ISSUED FOR REVIEW Q wit O2 —4 O r 1 Nfr-e4: cii rai Ct w !---, g i O u) P) T O,— • v—i L: cc) {.Tr3 ° d) -(7) can ci) U D-4 92 ciica Lo o 0) S)) 1;2- 047 o Q o 00o o ,9--ii\og co ckr) J. I <C< 0 W 4 ail cis) II_I Plimi Ci; peal rn—I 0 is__,4 0 •-01 ,...1 O r:4 E -- 8 -.1 0 SHEET: A B C D E F G H G I4 / 0 I � GARCIA N 0 JAYSON D -o 60' R.O.W. / EXISTING FH GAS WARNING SIGNS i' D° 2 K EXISTING FH -. \, � (PROTECT -IN -PLACE) j m:% EXISTING FENCE (PROTECT IN PLACE) ` ,\ _ _ 1 t?43s192\:49J. p PT STA. 6+86.45 (14.00, L) TO EXISTING CURB STOP �,CONNECT I tisliml , O 1 ��- i_ III «*� Pi Z `� �� - -- 'l � _ WATER SERVICE FROM CURB STOP TO _�w W W � - _W 4 �_ -, 1 �. { METER (LENGTH DETERMINED IN FIELD / � I -r ° . 42.80 1 11 11 +30 q 7 100 8+00 9+00 N89"42'49"E r0+00 I X00 _ _ _ PRC STA. L) ` -�' 443.55 ll \ ° 6+02.09 (14.00', I ` / 9 , \ / --4...\ t I I 14 \ , ' o / ` _ I Li / , / O _.,,, PT STA. 6,+86.45 (14.00', R) / I / I U r / U� w / / — -� — --- -- 1 ---� `r L=84.35, R= x00.00 / ICI 9 42.72 � r EXISTING JOHNSTOWN 16" WATER MAIN ,tom \ IRRIGATION PIVOT WHEEL TRACK I A=048.33 z \(OT�. I / 1 15' PROPOSED DR & UT ESMT ,,-- I i' / ) / ti i PROPOSED WATER METER / { / / T- / w // T 2 2 / VPRCSTA.6+02.0914.00',R) O/ I T / // /1/ / i 4942.67 / / -0 I I< x // /494UcES / / / REC NO 3451154 z / / /2- / a�-..14\ / 15 � PROPOSE D DRNG ENT 5) / f // / 0 0 & UTI LI-N EASEM 60 RIGHT OF WAY �, LOT 5 / \ r;cn (ID c` 0 / 10' ,� oa ci° / t X �, �,,. / 7 PROPOSED DRNG & UTILITY ES MT it 1 / 1 1 `/ PRC STA. 11 + 17.74 (43.92 L) / /8Z N , I /y / / �\ vi / _ / 0 ' 40 l 1 i 77 \PLAN M \vo3 / X �' '1 SCALE: 1" =40' PROPERTY BOUNDARY V _II ,�'7- \ o CULVERT EXTENSION (SEE SHEET GR-3) } 0 I' '27,f Zo-}\ �% � fi° 'l 0 C3 7 V°I , Iec ill 1 \-- -0 i \s< "\ 7 i \ 3 3 BC STA. 1+00.00 L) "), � w w (14.00 � w w w W W w 6 , �, � � ,� off. '( w LOT 2 �� / 1 / / / -� .� �. ,. ZV CONNECT TO EXISTING CURB O� -- -� \ -- , o _ f 1 1 STOP (LOCATE IN FIELD) \ x�0 �, 2 \o os -p /// Z j 28A9 Oil EXISTING FH --', ,.." / Z (P I 1 , ,\ / Z a 1 \ .1.- / I { I / BEGIN ALIGNMENT '� / / ... =�= / / / �G _ �,` PRC STA. --0 10+87.74 (14.00', L) o = N =11348,375.03 / / �. / �� 6.0 E=3,159,948.98 x ! / jZ j -'�� PRC STA. 1+92/.33 (14.00', R) I 4946. .' �5p; 1 _=f .'7 / / 11+00 11130 1 i'' \ / / { 'f' t\ PRC STA. 1 +46.66 (49.11', R) \ o t s`, =/ 60 R.O.W. / / PRC STA. 10+87.50 R) { 1 -n / (14.00', \\:96. CTRCULDESAC / f' FOR TO FOR I * ° \o, 28' 1 STA. 1+00.00 (36.00 R) �� WATER SERVICE , , ° FROM CURB STOP TO \ ` / 12' TRAVEL LANE 2 SHOULDER METER (LENGTH \ \ / PROFILE GRADE \ DETERMINED IN FIELD >> (PG) \ \ t PROPOSED R.O. ° ° M o 1 1 LOT 3 �, ICI 945.47 1 I I 94 rte' I I I I i \ o .78 z 4 4 \ > I > D N i /I z �. /\ I �� 1 \ O { PROPOSED WATER METER I PROPOSED WATER METER \ "! 4" COMPACTED `v - - 0 \ �T- \ �T \ Q \ 1 AGGREGATE BASE COURSE / o o \ ' \ I-_�, \ A 1 \ 10' PROPOSED DR & UT ESMT o COMPACTED SUBGRADE 10 PROPOSED DR & UT E MT \ \ / / \ i �� I o EXISTING CULVERT (SEE SHEET GR-3) \ 1 1 i/ -- PRC STA. 11+17.50 (44.08', I R) { L / � II I I -,-, TYPICAL SECTION/ /° RD -1 / SCALE: 1" = 8' ll / o II z - 1I I I I I I o O I 2 " \\ INTERSECTION ` / SCALE: 1" = 10' CENTER OF CUL-DE-SAC PROJECTED TO ALIGNMENT �RD-1 co CO N r O 5 5 4955 ± 4955 5 Q co I— EL -I- co N Q II r LO W o c 4950 4950 -- O N- O ox PROFILE GRADE (PG) r co gr co I r cn < ,— -----_� -0.50% 4945 ---�_ 4945 I u) W -0.90% - - EXISTING ROAD ---- r - � �_ ____ -2.63% 4940 4940 yy EXISTING GROUND SURFACE ' PROPOSED WATER SERVICE , U / i 4935 EXISTING GAS LINE (DEPTH UNKNOWN) _1 4935 PROPOSED WATER SERVICE 4930 EXISTING 12" CULV 4930 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 0 40H PROFILE 0 8' V A B C D E F G H fi CV v 0 Q 0 J Im U w -" 0 0 DATE: August 19, 2022 DRAWN BY: AGPR0 ISSUE / REVISION: O N 0 O ISSUED FOR REVIEW Q D-1 O cA Ct W P/ o o S2 - l E-4 ('a C� o o -%(,), . r..4 Lite7 i-i -,7) „I) cn vii u F-- 4 i:13 2 co (-.), cu a en J L.1 .' 0 0, Lo 0 a) '' ---cg) [f2-, 0 O c Qo t@o OAS o ° --__))/J-\o©.--cv DI SHEET: A B C D E F G H 1 24" R2 - 1 x 30" W14-2 1 30"x30" SPEED NO GARCIA JAYSON D LIMIT OUTLET 60' R.O.W. m m25m EXISTING FENCE (PROTECT IN PLACE) m m Cr) K STA. 10+00.00 (24.00', L) l _. �! ^- _ - _ - r a .- ._M * P ■ ■ ■ ! ■ III t ■' . ■ • ii \ VV W W W \A/ \1/ w `�N W W W W W �'V W W W W W +� L.- il 7+00I 7 8+00 9+00 N89°42'49"E 10+00 11+001 11+30 A*\/ lir \ / n \ �, 0 443.55 ' o / O / .oA° _ / / l/ �. t- / -9 '\ X I. O Iw ' O 0 y / _ an f - I <u' CD / / CMH * STA. 10+67.00 (20.00, R) a t IRRIGATION PIVOT WHEEL TRACK / i - z 2 LOT 1 r / / , I Il I I— / Lu Lu I 4 / / //c/ O z o CI7 a O I / / ��ca / / / / -a U t t ++ z O '' xd 15' / /� � ��, PROPOSED DRNG -� 30" R1 - 1 x 30" I t / / / '� �� , / ESMT & UTILITY EASEMENT UT ESMT o/ 50' GAS / / C NO 3451154 �/ RE 15' PROPOSED DR r O & / / /2 ,// r / �'2// UT O/ � PROPOSED DR & 10 PROPO ESMT ,a o LOT 5 / ; �� <C\O "O \ \ 1 o 7 -�-/ cfc Z 7,A \ // / 7,-- 7•1# 1 ,\ 7 A 77 . 7 z, ' ''° / VC) Z ny j / PN 4 N 71 \ BEGIN G ALIGNMENT G Zc7 >V a Q 7 x ,ig ` 7 7 � oo fiek V 7 / / ' �' '' / / \' 7SCALE: 0c 7 X / LOT 2 / /°:o -53 Z O Tc` O 0 -� 1" =40' 3 3 N =1,348,375.03, / /G E 3,159,948.98 �-� / / -------- 0 i X0 <s" 12\ 7 \ .------ea .--------:\ -- / \: NOTE �-\ .� .. \ 1. ALL MANUAL STREETS SIGNAGE ON AND TO UNIFORM HIGHWAYS. COMPLY WITH TRAFFIC THE 2009 EDITION CONTROL DEVICES OF THE FOR / / \ , \ \ I 2 EACH 8" BLADES MOUNTED TO POST 4 4 LOT 3 - / WITH 4 EACH DRIVE PROPOSED R.D.W. ,%` \ _ _ RIVETS WITH NYLON WASHERS Iw i z 0 J Cross section of post sw A\/E♦ I SAMPLE 2400, O 10' PROPOSED DR & UT ESMT S 0 P 10' PROPOSED DR & UT ESMT R1-1 "STOP" GRADE. SIGN SIGN 30" MOUNTED HIGH DENSITY/DIAMOND TO POST WITH 1 EACH o DRIVE RIVET FACE (ON TOP SIGN WITH NYLON OF THE SIGN). SHALL BE WASHER AGAINST THE BOTTOM MOUNTED WITH SIGN OF THE 1 EACH 0 0 o 5/16"x2-1/2" HEW BOLT WITH METAL AND FROM 0Examples igure 2Q-2. of eights and Lateral Locations of Sign Installations NYLON WASHERS FACE) AND SECURED (NYLON WITH ON WASHER AGAINST SIGN 1 EACH 5/16" HEX NUT THE BACK SIDE OF POST. A - ROADSIDE SIGN / N B - ROADSIDE SIGN IN RURAL AREA STOP \ / IN RURAL AREA 2" x 2" x 10' OR 12' 12 GAUGE TELESPAR POST t I 5ft I 5ft o 12 ft MIN. MIN. -♦-6 ft MIN. - MIN. CRITERIA FOR SINGLE POST 0 Max. Sign Panel Anchor/Stub * Post Size * 0 0 0 36"x36" 2.255(2.25"x 31-0' 2"x2"x12-0" O 3-6 Al " 0 Shoulder wider than 6 ft o * 12 Gauge 2-1/411x 2-1/4" x 3' ANCHOR/STUB --- ' o • 5 5 O oo o StreE C - ROADSIDE SIGN SPEED ''Z 2 1/ IN BUSINESS, LIMIT 50 D - WARNING SIGN WITH ADVISORY (22F See COMMERCIAL, OR -•-•-j SPEED PLAQUE IN RURAL AREA 1\ RESIDENTIAL AREA 2 f 7ft* 12 ft MIN. MIN. MIN. 25 MPH NOTES: f 4 MIN. ft 1. from Attach the the post sign when panels hit by tightly a vehicle. to the post and use oversized washers to keep the sign from br / i 2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground. / 1 • / ,eAsseeAst/ 3. Signs larger than 36 inches in length or width require wind bracing and special post design. *Where parking or pedestrian movements are likely to occur 4. 5. Anchor All "No Stub Parking" and signs post are shall square be steel installed tube at 45° (perforated). from Flow Line. 1 H E IG HT S& LATERAL LOCATIONS O FSIGNS,z)SIGN LOCATION AT INTERS E TION C 3�SIGN POS T D ETAI RD -2 NTS �D-2 NTS RD -2 NTS A B C D E F G H rm L (U u 0 iJ) cm DATE: August 19, 2022 DRAWN BY: AGPRO ISSUE / REVISION: N N 0 N W O ISSUED FOR REVIEW Q L - INIIII O Cn Til ct—Ic o'ICIICI n, 1-1-1 H on 51 ic ri '—I (J) ccrY3 T • v—i L: (2 ncl° i—iii -(7) cal) cvn U ,CO 2 cii 1/4.6 o O) -:_____© [;2- 4- 0 o \,, @ 00o \‘ o J/ Ftc SHEET: A B C D E F G H 1 DETACHED SIDEWALK ROADWAY — PIGTAIL EXTENDED PAST SIDEWALK ' / I OUTLET \ • : \\ \ fi \ REP_ACEABLE DOUBLE CHECK VALVE �� f 'fi\ �`%`�" \ / \ \ METER PIT . .._ - /� / �`/ / / /y �/ y CURB 8c GUTTER e ri �� ; : , PRESSURE REGUTOR. 1" METER tI �O / .� ��/ /�� /\/ /\ � \//4,` r Vrti, \/ \ ��\ / / i \\)\\ \\$ 0 0 -co •\ \\\\ 1 TRACER WIRE ,\\ •�/ / 1 \\ \ �� - CORPORATION STOP • SHUT OFF ,\ './. VALVE i ❑ SERVICE LINE Li 2" OUTER HOLE LID INLET SERVICE LINE NEEDS TO SQUEEGE BE BEDDED WITH CURB STOP DETAIL r DETACHED SIDEWALK � = " DISTRIBUTION MAIN \, �� NICOR PLASTIC LIDS,, \ \ .� �j��:. - !/� �, / f� ,W CAST IRON DOME�\�\ -y3' � y\. \ \'�\� +i 2' MIN. 2 2 '�/\`�f`� I 3 DROP 1 METER PIT COVER \� \/ FROST LID �, \f`t 5\''��.,. , - �v i� ROADWAY �.,: :/ ,�,., � ��.� . y,�,. ,..\�. ��. / . , , / Y . y a� » / i�'�' /i \ 24 x36 �` `S j\i`� .. ,, . \ \ \ �� \ / \ » ETER PIT „ �� \/4\ SIDEWALK ti /\ . / METER PIT / / ,>, *xs fi \ CURB Box ' ! \' \ \ : \ / / / , , :.,/ / \„), \ ..,.• \ \ : \ /\,./ I l , >, / : : rn ROD CURB STOP :,/, >/� CORPORATION STOP ADJUSTABLE 3Y2" -4Y2" I C I U ,/ TRACER WIRE CURB STOP W/ SHUTOFF KEY WASHED WASHED I I ROCK ROCK I i I K_ s?!" _ r �t� Mtn c1r�(l CJnt f ( C:` 8 898 II a _ I N LE T _ '� OUTLET ,/ SERVICE LINE � THICK 6"x6"x2" SUPPORT BLOCK 3 CUBIC FOOT OF SERVICE LINE NEEDS 1" I.P. FEMALE THREAD - 1" I.P. FEMALE THREAD TO SQUEEGEE BE BEDDED WITH CURB STOP DETAIL FOR SIDEWALK /4 ROCK OR 1/2 WASHED DISTRIBUTION MAIN BERTHOUD, 835 E. COLORADO HIGHWAY 56 80513 NOTE: BERTHOUD, 835 E. COLORADO HIGHWAY 56 80513 SETTER MODEL NUMBERS: Little Thompson Water District PHONE: FAX: (970) (970) 532-2096 532-3734 1. MLIER PIT NEEDS TO BE 5 FT INSIDE PROPERTY LINE. Little Thompson Water District PHONE: FAX: (970) 532-2096 (970) 532-3734 A.Y. McDONALD: 1" - 76104300F11 3 3 53 PART NUMBER FOR NICOR LID: 1 /'tL Sl /I F ,, v TIA L A1ETF` PIT MFTF/! PIT A ' CURI TSP , CASTINGS BLU ETAIL DL TAIL FS/!SI/IL WALK SCALE: DRAWN BY DATE: DATE REVISED: SCALE: DRAWN BY: DATE: DATE REVISED: AS NOTED DIM 12/14/99 02/01/2021 AS NOTED DIM 12/14/99 02/01/2021 (i' [2 WATER METER CURBSTOP DETAIL DT -1 SCALE: NTS N, Dry SCALE: NTS 4 4 5 5 A B C D E F G H 7 -) !7 C" 0 DATE: August 19, 2022 DRAWN BY: AGPRO ISSUE / REVISION: N N 0 N W O ISSUED FOR REVIEW Q Illum lime CCI I I-1 O L.) Cii rai Ct N rz4 on CD 5 wH ' O ri`— (1) ccrY3 T • v—i L: c° Fer3 ° CA U V) ,th P4 c), as 6-o-' CI ) co o rc;-) /Tic) 1/2--- � �---- o o Q o OO0 0 o j� 1 L SHEET: A B C D E F G H H aln nlbc Sttuctivre5 Chapter 9 Inlet SC rotection (0)• -6 hi l r�� king Control (V C) SM-4 E_ Tec, i IP TAI HEIGHT Or�,yPIPE Washout A(CWAMM-I ORConcrete Lei, fiygc � 14 ;.- V C _ -4 i � r e \ CONCRETE y1.1 904 ,i„--e- C 1 P -_ OWA ku a 17�_r M1i _ -�. .! gee a pp 1 p - 20 FOOTl . t,.�+ L1 s. aY ,__ y�11�1�{,1��e^ B E Ir1« d ' ;.a—; �. P " 1 .—�- (WIDTH CAN "! ! • •' !!nl e V � h.!'1� � y: �' *I,:s III L' I� .... '>�. f J �ri+F.• _ r i i-. .� •Y ;�. �, j- 1 • _ r ,;It iy 1 �r- '�! 4 C - _ r _ - '�'}" -riyl 1 'R 1 Ai _• - VII-IICLE�y ARE L � ry ''d PI- j -A'•1��+ 9 . '+ �t�-�1, 1 •.y `J4p _ ,°'r , i ( Ir t_ - - .� a,. '�; FLOW' CULVERT -.- .I �.� f s— -- l r 11 �' .. — - 1.1�-• - CONFINED ON ti y ; ��..y'�• - ; �,y. r" `1 . - ." _ ir. __Jr a_ _`•. a" 1i } _ r� �'_.• a } I c' r �� -riTl1 SIDES) �. -� �' # ` '� - THE STABLE 1�,strict4 . ," 1 •� ' �� 1' .90 451 .. i -.I � a ,f �.r� Elsl: K. I I LL LI PST�l.EAM C yp�-�■�y1 1��°y' ��. OTHER. ,.et � di, �- SURFACE , , .. � ••`'_ ,' � �I�!Ls['1�1� ;i. ''" � n L �: o. �WN 0 FOOT � � � � .i- I� `� �•}, Imo. I AT" SOCK\\I ! ff >f . . rr" �. S r i . ° Yf lei 1 1 as:1_I ii' g ::9'I '�'* • = - aerts - • - w:- ! - .s-4 ..,YIP art _ f��., '"7 IF %1/41iril.,r - - -7 . ___ _ _ 'r .� 5� ..Ij� - - duet. .. t L. _ I1II '1 ''_ ' �Y" Nil N. ! - .'-�.rlrl,� 11 - - _ e:, _ - hi ir‘ ..sv 0 is. 'rF' la:::::_47.;77el-.0.733:71.. I �". `y .' 2 2 �' _ -4-�-- v, 1 I -- {.>- rl 4- - rT ' ,�_, _ r n . ,r oe-.vt� _s , r , - U L E L E IBC SECTI O N A S SHOUT PLAN '' -ET j 4 ,'`y _ - x ..• - + •I'll -e . _Q'� ' Lr" 11MIN. 1 , . J . '!'!6{ " rrT 1 •1: �' i 1 I I N � ��` ,...��. .1!.-.. „y � r' 1#... -'�' � .,1 'i }_--�� .� , COMPACTED BERM I i'�I — PLAN . �. � s .} ' +M ' .e ._ •Ylr.l!0P•.F , _= 3- ,. �F�`t ! E -"�= r '4°; ,- r - ." - rte,. s r. a _It1i1 _�. � . r�-` t . —= 1py�} a: 1HE PERIMETER { '• .T�' :.�1: . �. r -ir•- ''T _ " it - R ri.., ai f4 :r.• II �• - 1' e 1 �' �'� SLOPE 'eq - - r - ,r'' acr-1.' -•I `� ,: .,1. � ..,1.. , . RIPRAP' MORE THAN_ate 414 18/N1711/7•. PIPE ��'ISTURaED x�er r• T P IIl Y''F' V. �� .. ::. /JJ' 1'.� ,. fr . - • - 1%:- i tte smic LL gE Ili INSTALLED R WWII kit IN l;'.OtOl< lEoing f i ON �. OP AmPriArt1 ._ ii . $�._ 1 a ef1: I I`�1"iL 'U OR IL TRACKING FINISHED GRADE �iy VEHICLE I Y, y tlrrlx ` I'' I N ROCK. SO!�'�. 21' ON EARTH' h `" �� - 'T ; + ��••y� �y�•°1�jy� 8 �l 6 MIN, _ :�� / '` - -6C0NTROL (SEE A TC AND WITH S UNLES OTHE ICISE ' ,PEL.IFIE TOPSOILSECTIONU BLIC DETI I L J J My GI+ gI I, I�.ISECTION F LAN WENN r"s' CDOT SECT. 1703,.. 0 3 fit. - .I �._ I - ..a tl�_. _ I I_ E T INLET PR01ECTI0M .i 1 1� I� l ! r �- I: E!�i'i a COARSE ms." I t e .� CWA 1. CONCRETE WASHOUT AREA EA h4i1 P ��`. L ' !T vI E� P'I TIE TION T� LLAF_ t TES f 4 l �1 . CWA INSTALLATION NOTES ' TELXTI Le. F- 1 t, SEE PLAN VIEW FOR ' NON aWOW I GEr ie- SEE PLAN '�,r�IL�"�! FOR: � —LOCATION Or ► I t PROTECTION. BETWEEN SOIL AND ROCK FINI SHE. b WIAIDE 1'4 a' ThrAtiblENt MAY WIIIS ST or s RCP ENb !CiON _VERT .T —CWA INSTALLATION L TION I Or {{WITH 1 I OEWAL 3 OR HEADWALL. (SEE DET ' SEE ROCK c t E ION DE FML FOR" ROCK C ION REQUIREMENTS AND JOIN TING 2, L NOT LOA TEWITHIN 400' OF AID' l TURAL- DRAINAGE PATHWAY OR 1� DETAIL-. • " ATE'8ODY. CO NOT LOCATE WITHIN E 1.0001 OF ANY WELLS R DRINKING WATER SOURCES. I ` ,�• L SITE CONSTRAINTS MAKE THIS INFEASIBLE, OR IF HIGHLY PERMEABLE SOILS EXIST ON SITE, UNLESS THEIR ISE PECIFEE! BY LOCAL y{�-s .— - I.. �L HE CWA ,�1y I�4..T � pc �� I�� 1 I ,k1 � WITH �II,M ,,1•,1y� II�1 !�-y� �I�IL.1LL M !�-y� � LINER {y' ��.n�I �� I711.IL MIL MIN, THINNESS) {,,µ'� oI� '� g�� T. LY'�li� 1 2�� 1}�LL�� 1 1�. 1 — - 2, TT'IJI'T1TILL+ I FLUSH WITH' III USE T BELT.'!, .;�il�Tlf,, N`TIl SURFACE STORAGEALTERNATIVES USING PREFABRICATED ICATED CDN,CR Ir DEVICES OR i WASHOUT A tr -.. O BELOW' FOP OF PAt IA EN f lic4&3 COARSE AG RE TE LIFTED OVE GROUND 5 FORAGE ARE SHOULD BE USED. w i 4 INSPECT bTh1 I-1 ° �N. AND MAINTAIN T HEM IN Ufa; I I YE,, OPEN 4JI'NC ON DI TIOI I9 �' OR 6" MINUS ROCK (MIN,) � ' - ' e 1 'NOT -1 _, ,�-- � _ - �- a ; _� - _ - =- �- ! _ �{�� ="a�. MAINTENANCE. OF ECM I c SHOULD ICE PROAC-T EF REACTIVE. INSPECT EIMPG AS SOON AS L THE .i� CWA SHALL BE INSTALLED 1` D PRIOR TO CONCRETE F�►. �,�� h�� ' 1` ON C CR E _ _ ENE. • �, tl ` m+, _� N , I _ _. _ I ' G 1POSSIBLE s• I } 1 PLC SI G VIIITI-III 24 HOURS) EOLLO A INN STORM TI- CAUSES SURFACE '-. L+. AN ALWAYS A M IT I r �' :''�� y jail I. , r _rte X41' v I.�NLiL INCLUDE FLAT SUBSURFACE PIT 3`I- IT ' I T LEAST B'SLOPES E L� PERFORMNECESSARY L I - JOINT L MIN — AIL I p 1 i �- ' ;; ' -.-; •,.. LEAD I G OUT Or THE SUBSURFACE PIT SHALL BE 3-1 CiR FLATTER. THE PIT SHALL CAE AT _ _: .� . - . VOID -FILLED _ ,� , —� . _ RESTRAINTS TS () .,� . '' �� '. yY y_ _ LEAST 3t DEEP. I w 11 .. FREQUENT OBSERVATION S AND AINTLNANCE ARE r ECEsS Y TO MAINTAIN O P IN i `/ �' �ln ,• EFFECTIVE IE41T11 CONDITION. I�,IC TD COFE IIL�E, LE r•. Via'" r. -:1�4 . _ 5. A ' SURROUNDING SIDES AND BACK �11F T4-IE C',��• SHALL HAVE �lalk#I�I I.II� HEIGHT ':3 F 1' � •ERI�UI PNELE [ OCUM'EI NTE �. THOROUGHLY. NTS F: E.I 'I 6. VEHICLE TRACKING PAD SHALL OE SLOPED 2% TOWARDS THE CWA, �'. Wf ERE PSMPs HAVE FAILED, I�EPI JP L� H LPLACEN EN T SHOULD E: INIT TE.O UPON COMPACTE I SLaBGRALI E DISCOVERY �F THE FAII LURE. SECTION 7x SIGNS A SHALL DE I�I.t-,I1Ff-' � AT THE CONSTRUCTION FNIrR -144. rut THE CWA, AND .I ELSEWHERE AS NLfEssN; �, �:THE TO CLEARLY INDICATE LOCATION or THE CV, TO OPERATORS .y I�HE ri `e OF CONCRETE TRUCKS ,AND PUMP RIGS. Figure 9-34. ra apron 1,on detail for c' in with the channel : P' -line 4 � SEDIMENT ACCUMULATED U P SW[ OF F THE CULVERT SHALL BE REMOVED W E N THE SEDIMENT DEPTH IS THE HEIGHT OF THE ROCK SOCK, Le USE EXCAVATED MATERIAL MR PERIMETER BERM CONSTRUCTION, 5, "L L' T INLET PROTECTION SHALL REMAIN IN PLACE UNTIL_ THE UPSTREAM ��. I ,TU Raft AREA IS PER MA� TLY STABILIZED AND AP PRO' ► BY THE LOCAL UI S O TLON (DETAILS AD D' FFI i AURORA-, CO! CIF�;1 MOT AVML+ ELE IN Ail' - �' ) 'VEHICLE Urban �-��1�� Flood _ - _ Control �� _� ) .. �� I� —AGGREGATEove � H � L. E SIT r �1 10 Urban a and Flood Control District CWA-3 as�_�� • � ��-� e. � 1 � ' .� � _b_ _ NOTE_ MANY JURISDICTION HAVE Ali P nerA L* THAT � VARY PR � k. DFC13 STANDARD DENI.. r __. Urban Storm Urban age Criteria Vol 2 -INS , CONS LI L T 'di`TH LOCAL H4SU CI P, r�C) WHICH H ENL SHOULD Ut USED VIA -HE Fl LIU DIFFERENCES ARE NOTED. �4vE I,au TLET PRO TE c TION INLET PRO TE c TION H IC LE TRACKINGNTRO co L /'5CONCRWAANsUNLJNE0DCuYiA IC DT -2 ;`I SCALE: NTS DT -2 , SCALE: NTS DT -2 , SCALE: NTS DT-2; SCALE: NTS 4 4 5 5 A B C D E F G H CL 0 itn r) I-1 CNA 0 L I- DATE: August 19, 2022 DRAWN BY: AGPRO ISSUE / REVISION: N 0 03 O ISSUED FOR REVIEW cC _ 7r illIS _ I" II IMI 1.." . rt" 1 O U i Ct 4,1 P4 ----) ICS CD - $2' l Hi CI) CC(?) r • irmml ❑ L J I ®_ c CA U F4 E c Lr C: CI), cu 65' 1 ) `J L.1 J I CyJ 09 Lo a (q& 0 0 r i ED) C2 & qo/ J SHEET: 1153 CHANGE OF ZONE #570 : OLSON-020 V 0 3 JOB NO: OLSON-0201 SPRING MEADOWS PUD-CHANGE OF ZONE sZ-570 III111111II1I IIIIIIIIfIJI1111111I111111111111IIII1111 1866678 W1 a5, P =tie* CO 1 al 2n21.21 Dose 4A "=Mi`Tfiale* N t/4 CEP SEC 30 IND 2 112' ALUM CAP LS 10945 /' OWN NO2°2741.5" 361.02' N n nJ Q 0 F- I - z 0 0FDICATm ROW J C -N 1/16 CUR SEC 30 FND 3 1/4' ALUM CAP LS 12374, 1998 C 1/4 CDR SEC 30 NOT END OR SET DATE IRO DCaICATam NOV PERECTER EASEMENT NOS701 49'W HENS 31 S88.09'lo'E ISP6.08' 139$,62 LLCM) toc WELD COUNTY ROAD 42 S87.49'45'( 235531' etAAFAa Bair WIN %I 41 1{PEC aA Taurus raAr.ee. FUTURE IRE fr`� POND F I.DCATJON AMON ,IC delta=38°48'OB' R=1472,70' L=997.35' LC=S 55'08'13' 1/ C:978,40' C -E 1/16 CDR SEC 30 FND NO. 6x30' REAAR '1/ 2 1/2' ALUM CAP PLS 9644, 2001 388'09'10"E T3T5,08' SECTION CORNER 1/4 CORNER, 1/16 CORNER 0 re 03 intim APO PLASTIC CAP l3 MI, I El2NN NG S87'49'45'E 217.88' Irar wnu "I We Maw LOT 9 I BLDG SITE SOI'45'l9'V 12.3131' sr N.89`411`02'11 he low ansiono 4h45 DUTLER C FND 3 1/4' ALUM CAP 20 LS 10855, 1997 40A4t 01 "06'06'u' 171.72' ANt rI E 1/4 CUR SEC 30 END 2 1/2' ALUM CAP IN RANGE BOX LS 10945 3 Alt 144* rIDOCI R EASEMENT Waw;lC1 RDV U-) a N M ALL= ARIO AJ11r$DCIA)tS, &Ks 428 1I 2141) ST.. LA SALLE, CO 80645 TELE: (970) 284-9542 FAY!. (470) 204-95,84 Drawn by. AN Checked; KRA Date: 09/12/02 Approved: KRA • 24 19 1, 411 29 U es 36 30. VCR 42 30 30. WCR 40 LOCATION MAP SCALE' NTS SCALE: 7' - 200' PART NE 1/4 OF SECTION 30 T. 4 N., R. 67 W., 6 P.M. WELD COUNTY, COLORADO RURAL SUBDIVISION LOCAL (MINOR) Not to Scale VCR 42 S9 20 29 -. 29 31 32 UNE TA&t l)t#E DIRECUM TEM{IJ1ii Ll S D1OT 197.60' L22T •M12. 2155,11. L,! ..422' 5.4'21 , ( am6 4.1 L4 SOVS.4"25'w 140x'55"2G'E _ an'. 167.9!1' 1_5 I. t1/465'37 ''E 117„1' L7 t{fi7"02'Sg'.1t'_ 203.44` ca n_3! LB S®J1'.'t3'2rw L9 3220'5 "40'E - 286.(IG' L10 ITJdB'St?'3G'E 133. Zak._ 334,29.' Ulf L1444'4 Tl2'E L12 $49'4T52" 1W I09,41t. 109,Q9e 3713.55' t.i $x4'57'64"4; s1,41r'Oa'4'E 1.14 L15 salnript 9-5L. LI6 11@®'3 '}4_.x.0159.OG" L17 Sitlirr.54°E mr}12.D.L. 56.67' LIED 1444`Q7'k'W7 L10 SQDt2'06"1W 44.O4Y' L20 0(042100"1i 2.441,00' 20.44' L21 I402"35'46"E L22 371.52'58-W q ,5I' L23 N44'U3'1, A 57.38' 124 Soola c 10. t�D` L25 1108'x1'40.19 Pt49"4?"52'G.-.l 40,09' alai 4x CURVE TABLE CURNE' LEMCIH RADIUS DELTA. MOLE TA?P6ENT 040019 DIET CHORD CI '2'7.5$_j9,{TQ' 62,62' .b¢. S2''34' 14 02 7244'18' 47.07' _77,011 S5f2;9Cw 0 138,1111' 45,174!' 17. '48' 110.1D' It29'dSi'St1''W 113.81a' 50,4 masr 44'124'1.8' 24.x 40.03' 4'47'3d'F C$ 25,722' 341,CtJ SaiSolnir 14.24' YS.7S' N75"12"5211 05 ._42u,11' g 05,00' - 37'17`•57" 21.41' 41.57'` 5121'511;54"111 vi ,' : d _ *„.1 , Or 31..1' 57,14' CS 1 7; _gay_ I j,k,�_ .;Air 10S33' _Inn S42'io°04'E 4. M. 7'27'E C9 f . `1 II, I '''r ' •_97' C10 24.52' 30.00' 50' , 'LY,4` 1"2'3!'1.1" )4-28. 25.76'. $2412'521 ell 5-93' 240.00' 2.97' sons 10'344'2f1'w 012 6418' 240.00' 1:1#'14'341' 22'3Y2E 2 " $7 ,Q ' ' S '21'2rw f 13 .tab". _3,., 470 93.21' s711.45'6+nW F14 210,64" P 4,OP° 4}'14'14` 1119,61><' ,_.. 30 W4Yia'59'1Y 1ANI) USF TARIF -ACRES- LOT B RE -2746 (GROSS) 81.637 ROW DEDICATED ON EXISTING COUNTY ROAD 15 lc 42 2.894 NET PUD 78.743 I On NV TABU E CN3*IT (5) ESTATE LOTS AGRICULTURAL LOT -ACRES--PERCENTAGE- 9-990 12.70% 54.512 69.23% INTERNAL STREET ROW 2 278 2.89% OPEN SPACE 11.955 15.18% TOTAL 78.743 100.00% PUD NOTE% EXISTING RIGHTS -OF -WAY FOR WCR 15 AND WCR 42 AS SHOWN HEREON ARE DEDICATED TO THE PUBLIC, TO BE MAINTAINED BY THE COUNTY. RIGHTS -DE -war FOR DOVE COURT AND WALLOW LANE AS SHOWN HEREON ARE DEDICATED TO THE PUBLIC. 'PERIMETER EASEMENT' DESIGNATES A NON-EXCLUSIVE EASEMENT RESERVED FOR DRAINAGE, UTILITIES AND IRRIGATION PURPOSES 'EXISTING GAS I.Nit EASEMENT° DESIGNATES A NON-EXCLUSIVE EASEMENT RESERvED BY THE SINCLAIR PIPELINE COMPANY IN A DOCUMENT RECORDED IN 00014 1649, PAGE 337_ FRONT, SIDE AND REAR LOT EASEMENTS ARE RESERVED FOR DRAJNAGE, UTILITIES AND IRRIGATION PURPOSES. OUILOTS A. 00 C dt 0 ME RESERWiD FOR IMI UE14EFIT OF AND 'MU_ BE VOWED TO THE FUTURE HC*AEOM.tzRS ASSOCIATION FOR USES INCLUDING, BUT NOT LIiiTE0 TO, COVS(ON OPEN SPACE DRAINAGE, UTILITIES, IRRIGATION, 81FSP.STOP "sfIELlI<R5, ENTRY FILATURES AND SIGNAGE. OLSON BROS LLC P D BOX 3B BERTHOUD, COLORADO 80513 SHEET NO. 1 OF 2 SPRING MEADOWS PUD CHANGE OF ZONE •Z-570 PART NE 1/4 SECTION 30, T. 4 N., R. 87 W., 8 P.M. WELD COUNTY, COLORADO AutoCAD: OLSON-0201 CHANGE OF ZONE #570 SPRING MEADOWS PUD-CHANGE OF WEJ 0 COUNTY NOTES; A. Change of Zen (570 from the A (r.grictrllavol) ₹one Driblet to the PhD (Planned Unit Development) Zen@ Ofstriol is far eight (6) Reslderithll tots wlttu E ((Mute) Zone Olalrlet uns, one 54,4 —acre outlet. and 12 cares of tornrnon open epee" as fnrkCaled lin the epptication rn leriali an tee end igbkect and governed by the eondltlon■ of Approvwal stated heels* and ail oppllcable Weld County regeletIons, B.. Water service shall be obtained from the little Thompson Water District. C. Approval of this plon moy create a vested property right pursuant to Article VIII, Section 23-8-50 of the Weld County Code. D. This subdivision is In rural Weld County and 1s no! served by a munrc pal. sorthery +hewer system, Storage dhrpesal shall be by septic system, designed In occardoect with the rrgulaltone at the Corode •Deptulment of Public Health and Environment, Water Quality Central OW+felon, and the Wend County Cade kr effect all the time of canatruclitele r•opolr. r.pfootmrnl, cis modilwllon al the meila+n. The f trong4a of Zane documents for ihis subdlsderan were prepared by Antes and Aeeoclotet. Inc„ Job Number. Olean -0142 •arid doled December 12, 2001. These Change of Zane drodwtas melee!!! a proposed septic area for the placement of primary and neeondury oWctplien fields. this area may be rrtotoble, paneled the area is csf arylrat or peeler else that alien Per the piecemeal of primery and iseendorl absorption lisidt, meets all required eetboclta, and le ()cemented by on olfado+il of correction pee Section 24-5-!'u0 al' the Weld County Cade, The lot owaner shall not place any pe_Frnanertl IandecepSaq, rlreralerii, dial mo+.natl, ar other item' that would Interfere with the ten,tructien, maintenonce, or function of the Bends In On ueptiit ores, E, If eaqubad, the applicant shall obtain o Storm Walsr Discharge Permit from the Water Quality Control Division of the Cohared* Department al Public Hearth and the Environment. Slit fences shall be maintained on the down gradient portion of he alto during all parts of the construction phase of the project. F. During development al the oar, a land disturbances shall be conducted so that nuisance eanditione ore not erected, If duet emissions create twlaaaee condlfnnn, at the rrqueet of the Weld County Department or Public Heoith and Environment, a Fugilitu, Duet Control Plan must be eubnillled, C, fn accordance with the Ragalottans of the taternda Air Quality Control Commission, any development that disturbs more than floe (5) earn of Pond must incorporate all available and practical methods that are technologically feasible and economically rerlanobie In order to minimal° duet emissions. H. 11 tend tl lames nerfl ;tholes news than a 213 —,ore Contiguous disturbance, or exceeds six (6) months In durotlon, the rsspenidbrs party their preporo a AVM* Dust Control Men, submit an Alr Pollution Emissions Notice (APEN), and apply far o permit from the CColorwde 0e0atment of Public Health end Envirailment. I, BIGHT TO FARM COVENANT: Wald County is yae at the most prpduettyw arisoaftooal counties in the Wawa Slates ranking fifth in total market value of agriculture: product@ sold. The (brat areas el Wald County nice be ppm cad spacious, but they are inten Neely used for ogricullurr: Preen. nievhhq hie traat airs moil rocag I e and accept there are id`awbocita, Including conitfctm withkogelandtnq oagqrrlIoulturel procuwe res and a lor level al service' then in tear, mail with ate dratwbaakrp awns tie Incentives ',Aker nllract urban drreeletre to reignite le rvrtal area: ep➢en .floc, apaeleowmis, *IOW lock of arty mew tied cangeelioo. end the neat a hers and fray et Ilse. Without neghbwinq farms, features widen ieltreell urban dweihtrs to rural Weld County quklly be garter forever. tgricuftvsul nen: of Ibe land dnculd not be expected to thong. their tang -established ogrieulturot practice. lo accnmmadole the VtlrWtsns of urban users vote furor yea. Wilt run agricrlltw'ol ectldtfes will generate off —site linpacts, Including moans from treaters and equipment; Mow moving form vehicles on turd reeds; drnil from anima? s, wna) penftdd weorpe, hQra•rst, and graver fagot rider lrgrn ocarina confinement, silage. and rnrawre; amok,- from ditch burning; Alan and matquitane; the vie of ps@tefdn and Isrlileirs In tie ttc44; Including the use of (arid splayfeet Ditcher and reserwelrs amino( simply be mowed 'out el the was of resWenikel devefcnneat ,rilhbul Ihtealentnq the efficient, delivery of kr4otion tie Melds Math le aseenUel to form production. Section 35-3-5-102, C.Ft.S., prosidss that an agricultural operation shall not be found to be a public or whale nuisance if the agricultural operediOn alleged to be a nuisance employs methods or practices that are commonly or ronenebly ossoclaled with ogrlculturre per ducUan. Weld totally coven a land area or golf 4,000 square innate In sere (twice the State of Delovrare) with more Inuit 3.700 mars ad slate and thinly (ands auttldt at nwnlclpuiitte@. The sheer mepnitirde of In area to be eetntid stretches asecialable resource,. Low enforcement It toted on responses to cewrplatn'tt mote then an petrel' of the county end the alliances Olen ,meet be traveled may delay air emergency rnp➢ann, Including tow enfeecunanl, ambulance, end fee, Flea prolerel.lon re tawny proveed by volunteers who mail Ions their labs and foss ie@ to respond to emergencies. County 9rtwat teed!. no malty how after' they ore blodc4, wain riot provide the saamtte kind at turrece expected from a paved mod, Sewer rerrievet priorities mean that roods from subsRvcsreins le crlrelmlai only nal he dearest for several days Alter o molar enoar.tcrrn, Snow rtcned far thole within swbddvlek➢n eft of the fownl priority far point woks et may de the private teepalisiblaly of the hameonners, Seribeea In meal areas, In many eosin, *III not be equhulent le +rwwdcfpW wards. Rural drapers mull, by necaselty, be mare aelf-euiReket than urban dwell:rm. Children are a gamed to dtflerenl haturds In the errantry thee field equipment, preide and irrigation dlansa, aNaalr►caf power sand dare, puncture vines, Ieultorid faun dogs, and llwstock activities is imparlont, not only for Untlr safety, but also or reeponalble tar there chi -Oren, Wild Comedy is one of the molt proefucltvao agricutlural counties In the United States. The rum! oleos of Wrtd County may be open and spacious, but they ore kttenslvely used For egricuttura Posen maVetg Into o rural area must rt+tegnite and newt these are drawbacks, Including conflicts earth longstanding agrdculler"I practice' and a rower level of 1ervfotes than ion teen, in en whin or suburban selling. Form equipment end oil for pumps and •center pivot aperolions, high speed traffic, present reel threats to children. Conlraifing children's the protection of the drama's dlvathtaont Parente ore 4, Patella Puechaders art Iureby notified that a +Canitnsd animal feeding operation for 2,400 head of cattle (USA 011258) Is located 600 feet west of the Inlenectkin of *id County Beads 42 and 13. Oft —site impacts that moy be encountent0 intrude nisi from Ruche, tractor* and equipment. duirt from onmal pens and *don► from animal conRhrrnenl, a4aga, and mann K. Installation of utilities ehotl comply with Section 24-9-10 of the Weld County Code L All signs, including entrance signs, shall require building permits, %gni shall adhere to Section 23-4-80 of the Weld County Code. These regsrlrements shall apply to all temporary and permanent signs. M. No development activity shall ccsnmea c on the properly, nor shall any building permits be Issued on the property, until the final plan has been approved and recorded. N. Proper building marmite shell be obtained prior to any construction. A plan review is required for eoch Wading, Pions shell bear the wet atomp of a Colorado registered architect or engineer. Two complete sets of plans are rsrtulred when applying far oath permit.. 0. Buildings shall conform to the requirements of the 1997 UDC, 1998 IMC, 1997 IPC, 1999 NEC, and Chapter 29 of the Weld County Code. P. Fedh building wit require an engineered rewire:Ilion based on a site —specific geolechnical report or on open hole tnspactk➢n performed by a Colorado registered engineer. Engineered foundolione shall be designed by o Caroled° registered mginsar. afsl..1) COUNW DOTES 13ttatittf.AEiChtt Mire OAT; PEW ZONE u Z- 5 7 U2 et �u� �1rr� J,wl, 2 CcAO112(. d1DTtr.S E, a t1M1 k G1- landing height wail by Ilmllud to the maximum (height ellorsd per UBC Table 5-0, Wall and opening proltcldwa and tfntltotloeis &heal be ha accordance with UBC Table 5-k Sepnrnliee of bulddfngs of mowed occupancy shelf lcottno shell de in eccotdantse with USC table 3-8 and Chapter 3. Setbarccc and errata distances shall bit detern lied by Chapter 23 0l the Weld County Cade. R. Future conetruotian and development of the site shell be In accordance with the recommtnakltlons of the Colorado Geological Survey as stated in the referrals received September 20, 2000, and January 29. 2402. S, The rsumbar of Mwetntock arlon,ed for Lot 9 shall meet the A (Agricultural) Zone 01%44ol requirement*, and the number of 1ivn4ock eland let Lot, 1 Urrougl, 8 shall meet the E (Estate) Zone District requirements for-Anknut Units" as stated in Stereo 23 -I --9D of the Weld County Code. T. The property owner shall be responsible for complying with the Performance Standards of Sections 27-2, 27—B, i5-1, and 15-2 of the Weld County Cede. U. Personnel from the Weld County 9epwlmente of Public Health and Envirommnt, Public Werke, and Planning Services shall be granted access onto tht property of any reosonobte time in order to ensues the activities carried out on the uropeirly comply with the Oerefepennnt Stox4ords stated herein and all applicable Weld Caenty regulations. V. •ihe spencanl shop comply with Sectten Z7-8.50 Weld County Cade, et Pollan. Falurs to submit et Planned Unit Drvdoprnent Final Main — It a PU0 Final Plun applicctren :s riot submitted within lean (2) yaws O the date of the +Approval al the PU( Zone District, the Heard al County Cenvtrtlstaansts shat reendre the londawner to appear before it end present evidence atubatcntlolnq that the P00 project lean not been abandoned and that dire opptkonl possesses the willingness and abRlt+t to canlinue e«3lh the submietten of the PUD Final Man, Thy Doted may extend Use date for the submittal** al the PUU. Final Plea op ttcation and theft onnuo'iy require the applicant to de rienstrote that the PUD nos net been obcedened• if the Dowd eleternlnen Chet candilkrna a rtdiennents anode rouppeeUnq the original eppnevol of the POD Zane Dleterci have Changed, or that the londosner cannot implement the PUD Fins Plea. the Board o1 Cavity Cantnisiloners may, at a pvb)lc hearing raven the I➢tmO Zane tWsttiol and order UPI trearded PUD Zane Oistria". rnverled le Iia original 7tenei 1)tjlriel WAVE-7OR F{011S• 1) All recorded oosnmtnts and rights —air -way have not been researched by in at shown on lot plat. The ,aeerntels and/ei rl9rtt'—of—way .hkh may be shaven hereon may not be tamp:Ate, are based an general information. and ore to be on used ertlyipiai. this ccrtteel. The client did rn'l request eaaernrnts Ashow rid/or rlghlt-way-ray be shoon beyond those contained tire in 2) All reference, to books, pages, maps and reception number' are public documents on file at the Clerk and Recorders Office of Weld County, State of Colorado unities "toted otherein. 3) ROME: ,Ac;tmdlnq to Colored* taw, you rural commence any loyal action bored upon any defect In this eartnty rilhlp fhrn Aincited 301p tint ditc,svetred with defeat, in no evtml rimy any action hond ups any defect in thin ivarv4y be oannmorced more then ten years from the dots of the certification mo.i, hereon (13-50—I46 CPS). Me ofd .Anaeketes, Inc. and/or Kenneth R. Min will nol be hire kw mats than the cast or this survey and then only tip the Client spaalraally s howm hereon ear in our we by signed oulltriaatlan, hcceplence and/or use of this instrument for any Mapco) oofrsliiul,s agreement by the client to all tarot stated hmron, 4) BASES OF MARINO: Considering the north line of the ince.5*ost Ons—Ouortsr (NE 1/4) of Section Thirty (30), Tevnship Four (4) North, Refuge Sixty —Seven (67) Wet, 6 P.M., County of WHO, State of Colorado, to beer South 87'49'45` Cost, between monuments ae shown On the Out. and all basinge contained hurray being relative thereto. 5) the tighit—of—way for the roads shown along the exterior of the section shown are documented In the records of Weld County; tderado In Book 88, Pages 273 and 274, doted 10/12/1889. Actual made within the rights —of —way shown may or may net •x'at, 3 Yam's CERIL_r?CATE f, Kenneth F. Anse, a tegtatered Profenfand Lend Stornlyer W the Slots or Colirred6 4. hereby certify that thla deaor'tpffan and We surrey reprswn etled by tats plat on ptspwrrd vrukt my personal tup4nislon, and and Ilie ntanaments sheen therm ereluesly sofas and Ws peal Pa an accurate reprrsentalion of said purvey, I further earthy that the surety end this plat complies with off applicable mica, requJotlona, one loom of the Slolo of Cdanadc. Slate Doted of Rmglilrouan Ior Prafeeslo iot Engineer* end Prafesdcnel Lanai Surveyors. to the brat of my MUSS Ale ASSOCCO37771. MC. 478 ff MD St. LA SALLE, CO 80645 MX: (970) 251-062 FAX: : (9x70) 2t4-9014 Drawn by: AN Checked: KRA Dote: 09/12/02 Approved: KRA Know oil men by than present that Olson Bros LLC being the Owner(s), Mortgagee or Lienhoider of certain lands in Weld County, Colorado, described os follows: A troct al land being all o1 Lot 8, Wield County Recorded Exemption Humber 1059 -30 —t — K-2746, a part of the Northeast One—Quoritr (NE 1/4) of said Seethes Thirty (30), Terenfhtp Fear (4) North, Rungs Slatty—Seeen (57) West of the 6th Principal Meridian, Weld 'Coseity, Cokreda and being more partlduforfy described net Considering the Oath Ilne of the Northeast One —Quarter (HE 1/4) of sold Section Thirty (30) to bear South 87'40'45" Emil, and all bearings contained herein being relative thereto: Qe{iinn7nq et V poll( an lies myth JIn4 el the Horlheaat Ortr+Ouortcr (N£ 1/4) el @aid Sodden Thirty <3.0), whence the Horlhroel (NE). Corner of sold Steelton Thirty (30) bears South 87'49'45' Eaal. 217.(16 fella tMknct fraying the north line al the torlhenat One-flunrter (RE 1/4) e1 said Sicilian Thviy (30), South 01'45"14" Welt, 120,31 tsm!t thence, South 2l'37'23' East, 40,00 fort: thence, sawn Orator' West. 174,72 feet; thence, Borth tl6'41"0.2' West., 40.00 feet; thence, South 2'8'23'10.' West, 501.90 feet; thence. South 09 ,Y54` test, 48&45 feet: Inns, lx, a paint co the wait line al the Northeast One Gluettrr (NE 114) of sold Section Thirty (3D); prance caring the eat line of the Narlhtarsl One -Quarter (1st 1/4) of Gatti Section Thirty (3O). South cO'82'Ort- West, 543.,15 feel; thence Isovktg the lent lima of the Northeast Ons--Queetar (HE 1/4) of said Seaton Thirty (30), South 74' '32P' Wet, 530,50 feral: thence to 4 point on a curve Ic the felt which has a control once* of 313'411'08'. a rain el 1472.70 foot. the chard of iehleiro bears South 55ncb'13' voe,sl, 478.40 feet le a point on the .eel lens of the East Otto -Harr ti rtheest One -Quarter (E 1/2 NE 1/4) al nail Smiler Thirty (33O)I thanes (OMtg the west rine al tee Eost One• -Boll Northfield Out-0unrter (E 1/2 at 1/4) of said Section natty .Ill), earth 04"114'20' Eo't, 73&24 feet le In Pi!orth-East Dns-Slateenth 04-E 1/16) Carne of said Seelion ihirty (30 : Meats, North UB'91'49" West, 1416.62 lest la the Center ?forth One -',sixteenth (CU I/16 Caner Of) 0 told Bee h lror,Ik l SON Mince d Ili I'r ` e west m of fa t - e f. '� e the ar hsoet ail! 4USM tar (BE 1/4) of Geld Section Thirty (X},, North OQ'*5'42` Wool, 709.47 fret: thence remiag the .stmt line of the Northeast doe-Oporlrf (NE 1/4) of veld Seabee Thirty (30), North 1t'57'1e East, f79.OO feet; thence. North 02'27"!6' Cost, 364,02 feet to a point en the north Ripe of thee flertlpeait One —Quarter (NE 1/4) of u4 Snitch Thirty (4o): thence along the north Ilns of the Narlhaosl palm—Qtisrter (HE 1/4) al bald Section Thirty (30), South 87•40145.• £aft:, 2355,31 feet le Ihr Point or Boglnarng. Tile above -described tract contolas 11:64 ours, more or leis, have by these crenate told out, 041100. clod sabdlvided the eome Into tate. o■ shown an this plat, Under the name and fleets of Span; Lleadowi f UO and do hereby dedicate to the Board of County' Cornrnisaks,tyri. Wilk., school district, ewnsrr and future awned of this PU0 all ways, public righls— rl—wqy, tea mentt, parks and open spaces, and other public rrienti-a4-way, easements W the purposes shcnun hereon: tLtu AsDaEtir idiEi/Oft OIIGFIT,-OF-Whi Ann rasarnayi and/or rights -tai -way for a gas ;laity line as recorded In Sao% 1644, Paps 337 and being a part of the reel One -Half northeast Qn -Ovorter (E 1/2 HE 1/4) of said Section fitly (30), T enefhlp Four (4) North, Range SbitrySina i (67) Welt el the 6th Principal Meridian, Wiled County, Colorado and the pffimeter of mid eastmen, and/or tighli-of-tray Wane more parllcterlerly descried es: Coneideing the north line of the Northeast One-Ova/ter (NC 1/4) of said Section Thirty (30) to bear South 07'44'45" East, and oil bearings contained herein being relative thereto: Dagswang al o point an in north tine el the Northeast Ono—Cuart.r (IJE. 1/4) el sold Section thirty (30). wher%ce the uer(aneost (HE) Comer of weld Section Thirty (30) beers South 87'411'45' €sal, 5%30 feel; thence, South 02'40'02' East, 14%50 feat to a po:,tt an the north rights—af—wuy liana of Wv Qrsat Wasters, Rateued; Uhmu,r, South 7+F'SG'.S2' Wiest, 51,14 feet; thence towing tha north Ian al the Croat Wester Raised, Korth 02'4*'02' Wetl, 1465,to feel to a POInl. on the north Roe of the Ifortneo,t One —Mater (NE f/4) of sold Section .Dall x(30); thence along the north any of the NerihmoaI One-D,Qrtar (HE i/4) of said Section Thirty (30), South 674S46 cost. 50.18 feel to the Poaanl of Eteglnesines The above —described tract contains 1.67 ocres, more or lest Executed Uus y oI .5%0 pitier" Clean CZ& ; ra State of Colorado County of Weld The foregoing dedication was acknowledged before me this «+hday o 0 iC/fl PY A,p., 200A, My C evnisela�n Crpires: Notary Public, 7 tS 0ktf. O - I a Witness my Hand and Soot: ) )ss ) A R., 200A. this plat Is telnpeir+wtd iiy the 0aord of County Cvnuttiseton re of Ifiei :•i .:� .le of Colorado Apptowcd of this plot does notconstitute acceptance of the interior roan and N ►its —or— by WrS1d County, Thy construction, mgintartonte,'now rem,ovnt, and all other mailer■ pertaining to a can, et color reads nand tights—of—wtty ore the We respiOnstsil:y of the land owners within the pleannsel unit derieicipmani. Witness giy hand,0 parole seal of Weld County this ay of - ��a,,�„ „ Wad Count Clerk to the rd 8 Deputy Clerk t0 'Keg ord Doled: A.D., 200, Thee la to certify that the Wald County Planning Corrrrntsslon Kin rs'vfowsd the prcposol for the PUD Change of Zane end forwarded the record of proceeding tg the Wild County Bard of County Commtestonere, as shown and described thereon this day of , 2002, Y1%tn`ss my lionaid corporate seal of Weld County thle Ire day of atmot _ ,+h,D., 2OOa. arm • m an The foregoing certificate was acknowledged before me this day of AD., 200 My Commission Eaptroer Notary Public: Witness my Hand end Seal: SHEET NO. 2 OF 2 OLSON BROS LLC P.O. BOX 38 BERTHOUD. COLORADO 80513 SPRING MEADOWS PUD CHANGE OF ZONE •Z-670 PART NE 1/4 SECTION 30, T. 4 N. R. 07 W., 0 P.M. WELD COUNTY, COLORADO Hello