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HomeMy WebLinkAbout1.00 General Application Materials_Part5NYLOPLAST DRAIN BASIN WITH 2 FT X 3 FT STEEL BAR GRATE (1) INTEGRATED DUCTILE IRON BASE PLATE TO MATCH BASIN O.D. (2) STEEL BAR FRAME & GRATE \ 18" MIN WIDTH GUIDELINE (3) VARIABLE INVERT HEIGHTS li h\l,`� < . AVAILABLE (ACCORDING TO 8" MIN THICKNESS GUIDELINE PLANS/TAKE OFF) MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 30" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC (CORRUGATED HDPE SHOWN) (5) ADAPTER TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE ANGLES PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED VARIABLE 0° - 360° TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC ACCORDING TO L PLANS LRAI LOADING, & OTHER APPLICABLE DESIGN FACTORS. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN ON 18" & 24", 10" MIN ON 30" 4" MIN ON 18" & 24" BASED ON MANUFACTURING REQ.) 6" MIN ON 30" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. 18" - 30" BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 1 - 18" - 30" BASE PLATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE 2 - FRAME & GRATE SHALL BE STEEL PER ASTM A36. NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT O BUFORD, GA 30518 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. 4- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR DATE 03-22-10 PHN (770) 932-2443 Nyloplast FAX (770) 932.2490 ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/RANCOR DUAL WALL), TECHNICAL INFORMATION SHOWN HEREIN www.nyloplast-us.com REVISED BY NMH PROJECT NO./NAME TITLE N-12 HP, & PVC SEWER (4" - 24"). REPRODUCTION OF THIS PRINT OR ANY INFORMATION 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012. CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS DATE 03-16-16 DRAIN BASIN WITH 2 FT X 3 FT STEEL BAR GRATE QUICK SPEC INSTALLATION DETAIL 6 - STEEL BAR GRATE SHALL MEET H-20 LOAD RATING. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. ©2013 NYLOPLAST DWG SIZE A SCALE N.T.S. SHEET 1 OF 1 DWG NO. 7001.110.395 REV D Ilk I I TOPSOIL AND LIGHTLY / TILLED OR HAND WORKED SEED BED VARY � 2 TO 70 I /i `VARY . A I SLOPE ROUNDING A2 MINI - BENCHING � STAKES i \ 2"X 2••X3• Ftow FILL BERM OR NATURAL dI.:.V . �' T fF�tTERRAIN ram- SALES ❑ - FLOW - 1 EMBEDDED 4"TO4" - ❑ -a i A3 HAY CHECK DAM TOPSOIL AND SEED DEC (PROJECT SPECIFICATIONS) 2`' \ ROCKS A4 INTERCEPTOR DITCH SLOPES 2"XV'X3' STAKES /. SALES EMBEDDED 4"TO6" Bl DROP INLET B2 CULVERT OUTLET DRAINAGE STRUCTURES /8'X B•' SLOTS AROUND TOP OF PIPE AT 2" INTERVALS SINGLE VERTICAL ROW OF HOLES — tij'IN DIAMETER AND 4"APART Dl SEDIMENTATION POND DITCH WITH / - CLEAR LINERE� RUNOFF /� t BERM COMPACTED BERM- 2'WIDE X2'HIGH70. / TEMPORARY SLOPE DRAIN TO SEDIMENTATION TREAM �� POND El LEAVE BERM AT TOP Of DRAIN OUTLET SLOPE AT THE END OF EACH AY OR BRUSH DAM DAY Flll OPERATION or � _ � -L� - NV \ I �, - _ ORIGINAL _1� •• CLEAR GROUND STONE OUTLET - WATfR SETTLING BASIN STREAM RUNOFF - TYPICAL PLAN CONCEPT �a - iii TO STREAM E2 \ \ FILL CHECK ---- SLOT FILL CLEAR WATER DIVERSION nn ---------� GENERAL NOTES EROSION CONTROL DETAILS ARE CONSIDERED TO BE TEMPORARY AND ARE TO SERVE ONLY DURING CONSTRUCTION, OR UNTIL THEY ARE INTEGRATED INTO A FINAL EROSION CONTROL SYSTEM. C 0 L 0 R A D 0 AT THE END OF EACH DAY'$ WORK, THE DEPARTMENT OF TRANSPORTATI01 \ APPROPRIATE COMBINATION OF TEMPORARY JUNCTION 1 / EROSION CONTROL MEASURES WILL BE PLACED `• ��-- FOR EACH DRAINAGE SECTION UNDER TEMPORARY \\ 7—�/ CONSTRUCTION, AS PER TYPICAL PLAN _ CONCEPT. C1 FLEXIBLE PIPE C2 DITCH LINER DITCH WIDTH WILL DETERMINE NUMBER EROSION CONTROL AND CONFIGURATION OF HAY BALES - SEE DETAIL Al ISSUED BY STANDARD PLAN NI RUNOFF CONTROL STRUCTURES DATE STAFF DESIGN BRANCH M— 1 0 7— 1 REVISED DATE: NOV. 1, 1992 SHEET 1 OF 1 NYLOPLAST DRAIN BASIN WITH 2 FT X 2FT STEEL BAR GRATE (1) INTEGRATED DUCTILE IRON BASE PLATE TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 30" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC (CORRUGATED HDPE SHOWN) i (5) ADAPTER ANGLES ARIABLE 0° - 360' ACCORDING TO PLANS 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN ON 12" - 24", 10" MIN ON 30" 4" MIN ON 12" - 24" BASED ON MANUFACTURING REQ.) 6" MIN ON 30" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. 12" - 30" BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 1 - 12" - 30" BASE PLATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE 2 - FRAME & GRATE SHALL BE STEEL PER ASTM A36. NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT O BUFORD, GA 30518 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 03.22-10 PHN 770 932.2443 � ( ) 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO TRANSFER, OR LICENSE THE USE OF THE DESIGN OR Nyit, ast FAX (770) 932-2490 ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), TECHNICAL INFORMATION SHOWN HEREIN www.nyloplast-us.c REVISED BY NMH PROJECT NO./NAME TITLE N-12 HP, & PVC SEWER (4" - 24"). REPRODUCTION OF THIS PRINT OR ANY INFORMATION 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03.16.16 DRAIN BASIN WITH 2 FT X 2 FT STEEL BAR GRATE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL 6 - STEEL BAR GRATE SHALL MEET H-20 LOAD RATING. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. DWG SIZE A SCALE N.T.S SHEET 1 OF 1 DWG NO. 7001.110.394 REV D TYPICAL FOR CONSTRUCTION IN FIELD OR YARD TYPICAL FOR CONSTRUCTION IN TRAVELED WAY REESTABLISH LAWN AREAS ASPHALT, BASE COURSE AND WITH SOD SUB —BASE PER GEOTECHNICAL REPLACED TOPSOIL SPECIFICATIONS SIDE OF EXCAVATION TRENCHES MUST BE CONSTRUCTED IN ACCORDANCE WITH ALL DEPTH AS APPLICABLE OSHA REQUIRED REGULATIONS TRENCH WIDTH - MINIMUM COVER PER PLANS 12" (min.) BACKFILL MATERIAL AS PER CONSTRUCTION SPECIFICATIONS O1 SELECT PIPE BEDDING MATERIAL AS PER CONSTRUCTION SPECIFICATIONS STORM DRAINAGE PIPE: (SIZE, GRADE AND MATERIAL SHOWN ON PLANS AND PROFILES) IN AREAS OF UNSUITABLE BEDDING EN MATERIAL ENCOUNTERED AT GRADE DEPTH, EXCAVATE ADDITIONAL DEPTH AS DIRECTED BY ENGINEER. O1 TRENCH WIDTH TO BE A MINIMUM OF 8" PLUS THE OUTSIDE DIAMETER OF THE PIPE, AND A MAXIMUM OF 24" PLUS THE OUTSIDE DIAMETER OF THE PIPE. TYPICAL STORM SEWER TRENCH DETAIL Not To Scale #5 REBAR © 12" OC 12" MIN. r 8" MIN. F- 3" COVER 12" MIN. CONCRETE CULVERT PROTECTION NOT TO SCALE w • Cis o0 IZO Vo I"I W 0 " �> Z III WN Wa W W N 1-0 o Z o Z (� 3 z I.. J W J V� aOD OM I ao W (9 In Z_ o 0. 11�z o Z }moo �W 0 0zn z in M1- NLLi W j ' a I�7 �i IGIn MM 1-0 �0 ho V' u 0)o I _z z_ mryi W L.1J W z zz ` Qz c Lu W V 4A • RIRIRI OPEN 0 IIn E H W co a CO co m Z co 0 < _ 0 V N N 00 O C N E E/1 00 M OTC O a z a V 0 0 a C H gn M � 0 LLi z J L J V = m Q 0 = m V Lu m < 7- 0 > Lu Lu H Q > d Lu u� Z \\\\\IIII 10\\ \k, \ 111 111 1 1\1\ III 1 II 11\\ \\ \\ I II\\IIII \ \ \ \ \ \ \ \ \ \ \ \\ \\ \ \ \\ - \,�`' /// - \\\ \ \ I I 1 1 v \\\ 1111111I11 \\\1\\\\\11 I 11 I; \ \ \ \ \ \ \ \ \ \ \ \ -- \\ \ \ \ \ \ \ \\ / / \ \/ % / / -_- \\\\\\\ \1 I IIII IIII 1 1 1 \ 1 \ \ 1 \ \ II11 I 1 \ \\ \\\\\\\ \ 11 1111 IIIII 1 I I I I 1 \ \ 1 \ \ \ \ \ \ \ \ \ \ \ \ \ ------ \\\\\\\ / \ �1 \ \ \ \ I �/ �' / \ /I / / / ''--------- \\ \\\ \1 I I III 1 1 1 \ \ 1 \ I111 1\\ \ 1\Il II11111111 III I I I I 1 11\\\\\\\ I I I I I I I 1 \ \ \ \ \ 6 \ \\\\\\\\\\\\\ II II II IIIII II II III \I \1\\\\ \ \\ \I\\I\\II\I\II\I11\I IIIIIIII II 11\\I\1\\\1\1\1\\1\I\1\1\�I\111111111\I\1111111\I\I\II\I I\ II 11 j ll ll ll ll j \I \ I11 111 J \\ \\ \\ \\ \\ \\ \\ ` \\ \\ \\ \\ \\\ \\ \\ \ 6\ \\ \\ \ \\ \\ \ \.•\ III \\ \ \ \ / / /� \ \ / I/// / / / / -------------- \ I I I I IIIIIIII 11\1\ 1 \\\\\\\\\\\ 1 \ I /\ \ \ \ \ \ \ ` \ \ \ \\ \ \ \ \— —\ \>— y- \ �\ /� / 1 \♦ \\�_- �- � / \ /I / 40 0 40 80 120 \\ \\ \ \\ \\ \ \ REVEGETATION NOTES: VAAVAVA\VAVA� V A A V A I I V A V A \ v 8� v v v v �v vv v v ♦ v A I I I / -- O 1111111\\ `. •\ \\ � \ ' )\ ( � III � / \ � - GRAPHIC SCALE IN FEET DISTURBED AREA: I IIIIIIIIII \ \ \ \ \ \ \ \ 11 I /\ \ \ \\ \\ \\ \\ \ \\ \ \\ \ �\ \\�\\ \\ \\ \ `\ \ \////41/I \ \ \ \ \ ♦ ' / - 1/ / / / / // \ I\\ \____ 1 INCH= 40 FEET \\\\\\\\\\\\\ TOTAL = 3.730ACRES VI I I III I I I I I I I I 1 \\ \ \ \IIII \ \\ \\ \\ \ ♦ \ \ \ \ \ \\ \ \\ `\ \ \ ` \\ \ \ I I\ ����� /;'//// 1\ \ \\ `\` %1 // \\ VAVAAVAVA\VA, I I I III I I I I I V A V A V I I I I 44A A A A V Vv v v v Vv TOTAL REVEGETATION AREA = 126,023 SQUARE FEET = 2.893 ACRES IIIIIIIIII 1 1 I V v v v v III \ v v v v v �v v v ` ` v I I j l l l l l l l l l 1 1 vLOT�4 I I I I I I I I I I I I I I I \ \\ \\ \\ \\ \ \ \♦ \\ �\\ �\\\ \\ \\ \\ \\ \\ \\ \\�--.\---�'/'!f 11 II 1 \ \\ \ � l � / I � \\ �^I / / � / � yy - \ \\ \ \ \ G \ 7�4 sq. ft: I I Irnl REVEGETATION: IIIII \ 1 1 1 1 1 1 1 I \ \ \IIII / \ \ \ \ \ \ \ \ ma's \ ICI I \ \ \ \ \ \ \ \ \ \ \ \ \ \ 0 �59 a�Cres \\ \ \ \\ \ 1b;704 scp fZ. lol All disturbed areas within the Oak Meadows Ranch - Filing 4 - Phase 3 project\LOT 7gg \ \\ \\ \\ \ \ \ `\ \\ \\� \\ \ 0.246acres\\ `\ \ `\ \M T IIIIIIIIIII which are not within the areas of road surface, sidewalks or other hamed e I I I \\ / \ \ \ \ \ \ \ \ \\ \\ \ \\ \\ ` \ \\ \\ \ P \ 1 1 1 IIIII I IIII I I I \ \ \ r/ I \\ 306� s \ft. \ \ \ \ \ \ \ \ \ \\ \\ \ \ \\ \\ \\ \ \ \ I \ I0,229 Sq ft. IIIIIIIIIII surface, and are not to receive landscaping b others, shall be reclaimed at a y \ q \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I I I I I I I I I I I P� g Y \ \ \ \ \ 1 1 1 1 I I I I I I I I I I I \ Q\3 0 �Fres, \ \ \� \ \\ `\ `\ \ \ \ `\ `\ '\ `\ \ \ \ \ \ \ \ 0.435 8cre 1 I1111111111 I \ \ \ \ \ \ \ \ I I I I I I I I I I I I I minimum in accordance with the REVEGETATION PLAN, the Construction IIIIIIIIIII Specifications REVEGETATION OF DISTURBED AREAS, and the BMP I I I I ecifications included in Appendix s A T 1 111 j I I I I I I I I I I i I I \\ \\ \\ \\ \\ \\ \\ ` \ \\ \\ \ \\\ \\_ \\ \\\ \\ \\ \\ \\ \` \\ \ \\ \ ► 1 11 I 11 I II // �, // /''\\/ I \�� i i // �' \\ \\\ \\ \ \ III 1I I I I I I I I I I P PP A of the CONSTRUCTION MANAGEMEN I IIIIIIIIIII I II IIIII I \I \ I I \II I IIIII\\III\ III II\IIII 1I1 III IIIIIIliIII\I I PLAN. lands. \11 III) I II II II I \11 \Ii IIIIIIII SEED MIX: �/�// following planting recommendations b tlguideline / ' // / /,•-/ I - -\\ \\t\ \ \ ! / \-\\\\\\ /�J\ `\^\ `-�--/ ' -_i_�/////^ The shall as a �\ `�6g_1 ed ffortherestoaoof disturbed lands ortheeettioofdeelo the specific plant materials are not available, the plantspecies may be substituted wIO) 0� currently � � species under the direction of the Engineer. I04, _ _ - ����____ \�'-------------\- - \\\\\\ DRYLAND- Non-Irngated -I lMname ..$ Western Genus/species ion Rate WstmWheat Wheatgrass Agropyron smithii 8 bs./Ace11 I �l\11111\V1\A1\\Vj\\A1\\\\\ 1\ 1\\ I\� V�\\I\\\ I\II\II\\II\\ II;\ II\ III \I\II II 1 IIIINII Ii I• I II ' A\ \\\ LOT\72 \1 42 1 lA1VA\11AV1Thicks ikeWheat rass Agropyron das stach m 6 lbs./Acre Streambank Wheatgrass Agropyron riparium 6 lbs./Acre \.2aacres \ \ V \ \ . 6�3 \ \ �`I„ \ v\\ �7� ��\ �'�v\ `\ ` \\ s� \682 O u�} �-_-----_'-- -''���''��''� �'�� �-'�'-/' -��� �-�' �---_ ; __ _\\ V\ ♦A�\\ \ 1I /�� ����A �vF �`>i� v(I IA 1i 1I�I1I1\ 1Ili1 1 I rI \v -\ ---_ o --- /v'- ,_ -----___ -------_-_- -- , �----- - _ / 1 Slender Wheatgrass Agropyron trachycaulum 6 lbs./Acre I 1 \ \ \ \ \ \ ,,-'' _-'' ► \ \ \ \ - _ Pubescent Wheatgrass Agropyron trichophorum 4 lbs./Acre Ill 1 \ \ \ \\\\ \\\\ \\ �\\1\ 1\ I j \\ / ` \\ y\ f v \ \\ \- 6 \ \ 8�� ��- ,'' _ -\ --�\\ 11 1 I \ \ \ II ✓� --_-\\--6820- --_- - \ \ \ \\ I \\ CanbyBluegrass Poa canb i 3lbs./Acre 111\\\ ��\� 30 \\ \\ \\ \ �� ' ,, - \I----------- \\�� \ \ \' Green Needlegrass Sti a viridula 5 lbs./Acre 1 1 1 1 1 \ 1 \\ \\\\\\ \ \ h \ - \\ \\\ \\\ \ Indian Ricegrass Oryzopsis hymenoides 3lbs./Acre III 11 II III 11 1 1 I 1 1 1 \ \ \\ \ \ ;�\\\\\ \\\li\ \ ��a \\ y\\\ \\ I \\ %� \\ \\ \ 1 1 I I 1 \ \\\ \ \ \ 't' we _ -_-- \ \ \ \ 1 \ \ 1 \\\\ \\ \\ � � '\ -�_-_ --__ ---- \ \ \ \ \ All seeding and revegetation shall be performed in accordance with the 1 1 I I I \ I 1 I 1 1 1 1 1 \ \ \ \ \ I \ C \ i \ \\ \\\ I 1 I 1 1 I \ 1 \ I \ \ \ ► \\ i .\\ \\ \\ \ \\�� LOT 77- \ \ \\ \\ I Construction Specifications "SEEDING AND MULCHING" included in the I CONSTRUCTION MANAGEMENT PLAN. 1 II 111 11 j 11 II 11 II 1 I I I II ► IIII\1\\\ \ \\ 1 1► I\\ \ a '� i \\ _ ,_ 10,01��q #T____-- \ \ \\\\\\ \ - -- - \ `--- \ \ \ \ \\ \\\\ I I I jllljllp;IIII I; I I III j IIII I I) I f f l I I I I I IIIIIIIIII IIIIIIIIIII 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1\\\ \ 11 I\ \ y \ \ LOt78, -____- -- -- -- \ q '----- - _- I I II11 \ I I I I 1 1 I I I I IIII IIIIIIIII IIII1111 I I 11 I I I I I I I I 111 I\I 1\ \ \ \ $,2735 .ft.---_ \� _ � =\ \\ 8 \ i Ig ]p \ I I 1\ \ � _ /�-.�- I' \ \� \\\\\\ \ i \\\ \ \\\ (`) / % \ \)Ili' I I I III 1 I III 1 I I I I 1 I I I j 1 I I 1 I I I I I I I I I I I I 11111111111 II 11 I 1 1 II I II 1 i 11 II 11 i 11 1111 111 11 11 i IIII II \\ \ \\\ n \\\ \\0.19�a�res ---- ----/ I I IIII II I 682` -- / \ \ / j//%%//llllllllj'1 1 IIIIII\\ l l I l l IIII 1 1 1 1; 1 1 1 1 1 1 1 1 1 1 I I I IIIIIIII IIII II 1 II IIIII 11 I IIIIIIII 11 1 1 11 IIII II 1 LOT79 \ \ _------- - \ 'I ---- \ \ \ \ \ \ \ \ \ \ / T I I I I 1 I III \ \ \ --_ \\s- / I I I I I I I I I I I I I• I 112,243 sq. ft.\ ------ --- - 84 \ / / �/ // / IIIIIIlll1 /ill l l l IIII III IIIIII I I I III IIII � v v v--------'---__ v - ' / / l l I I \ l l I / l/ l Ill l I I III I I ► 1 / 2 81 acres e s / /// //ll In IrJlllll )lj l l l l l l l l l l l l l l / l � l l l l / I l l l / l l l 1 I I I I I IIIIIIII I I I IIIII 11 11 I I I I I I 11 I \ \ � � � �� -- _ � — - -------- - � \ \ \ \ \ \\ \\\\ \ - 6830 ♦, � / ��-) 1 \ \ \ 1 ///// // // / 1 v // / / / / / / / / / / / / / / I IIII IIIIIIIIII I 1 1 1 I 1 1 1 I 1 I II v v \ v �------- -- -- v vv v \ vv v v v vv - _♦ V V A A � % ��� /-- ------ - �----------J�O-- i///////////////l;l, --- - - - - - - - - - - - 6830� 4193asq. res --i __-/---------------- \ \\ \ \ \ -- __ , - ---- _ \\\\\\1\/ \ ♦\\` '­ 6855--------- \ \ --- \ \\ \ ----- -- t6�80 --_, \ x\ \ \ \ \ \ \ \ \ \ \ BOUNDARY OF DISTURBED AREAS c---- /////// //// IIII Ill// ///, /, /// /// / / /////// I \l // / // �� ♦ \ \\\y � Co CfJ %---�0.,51_9F)77Sacres --� - / '///;////i/////////;��////// //i//l,l '�/;/fiIl;lll1;lill%1lIjl%IlIlIIlIlIIjlIIl1lII�lII IIIIlIIIlIIl �IlIlIIIl;I;lIII I//I/l /l//// //i////////%// /////'///,// //// ///////i/,/ /,////%,////////////'%%//// //// /i/i/////////,//% /, ///'%//'/ ///'////i'////,///i/'/� /,////,i'///�,/'///,/�i///�%///�//i/ i'^/I /,II� ///�//�ll�l/��, 1l� I�/ I• /�/�\ \ \\ \ \ \\ \ \ \\\\ \ \\\\ \ \\� \\`\ ♦ � \ _ - -__� � \ �\\\ %\\ I / I \ \\ I 1 I / 1 11 1 1/ \ \ \\ \ ♦\ ♦\ ♦ \\ \ \ \ \\\ \\ \` � ��`' --_\_ - __ '-'----- --------- __ ___OTIq1 40s8 / I 9i4. ft.) / r----> LOT78\ I Or217Ocre�;lI\q•\ ft. 68�35-- ---- - --- -\ ��--�------- - 0.2 \LOT \82 AREA TO BEREVEGETATED 10, 59 ft. �' - / 0.23$ acres LOT 83--' � / ��\\\\\\�\\v/ \\ \ \�/ \��\ \�'\\ \y LOT'69\ 0-- \ _ \ \ <'C\ (\' \ \ \ \ \ \ \ 02Wacres -_ --- /- ,,�� ,� / / \\\\\\\\\\\\l \+ � � -----' \\\\\\\\\ /\ ' ram►` --- //// / / // //, / I I I I I I/ \\ \ ///,////, / /i., \ \ \ \\ \\ \\ \ \ \\\ \\\ \ � ��` �/ / \\ l / JrQ / ♦\\\\\\ \I � �\ III � / \ \ / // / lllllll I � l l / / / / I I I I / / \ /j /%/ // / / //j \ \ \ \ \ \ \ ♦ \ ------ I/�/loll/„l/Illl,lllllllll / / \ \ \ \ \ \ \\ \\ \ \ \\\\\ _ /---'�\\ / ,. ••�✓L \ S)<$ � �� \\\\\\\�\\\ I \\ �\ IIII j j%/\�� \\� �\ \\ \ \\ � \\ 6,945 I '\ \ \ \ \ \ \ \ \ \ -� I 1 I IIII 1 I I I I I I I I I 1 II1j11 II / \ \ \ \ \ \ \ \ \ \ \ \ \\✓ \\ IIII IIIII \ I I I I I I I I I 1 1N I //// \ \ \ \ \ \ \ \ \ \ \ '_- _ . \ \ \ fit/\ � \\\\\ \\\ / \ ►111 `\ `�, \ \ \ \ \ \1 ------ - % 2,13sct.\ft. \ \ \ \ \ \\ v V \ \ � '� �-------------------- -'' 295 aCre?g\� -__ \ \ \ \ \ - \ \��\ �-------------------- - \ \ �_ � -- -- - � \ �� �\ ♦ \\ \\ \ \\\\ \ \\ \/ \ \ \ \\\ \\\ \ � �\��\�� /\\ � \\IIII �\ \\ \ \\ \\ 23 acres . \ ) I I I I \ 1 1 1 \III I \ O \ � \\ \\ \ tO�Ei8-------------------------- -- q ----- -------------------- - - \\ \ \\\\ \\ \\ \\ \ \\ \ \ \ \\ \ \ \\ \ \\ \ \ / __-_------ I _ - \\\\\\\\/ - \ \ 1 11 \ \ \ \ \ \ \ \ \ ` --87 355 s ft. ��,-- �,�_� \ \ \ � _ t\ Ilk, \ \ \ \ 855 -_ \\` \\\ \\\ \\\ \ \\ \\\ \\ \\\ \ \ \ \% 1�360�s -- _ --\\\\\\ \\\�\\\ \ \ \\\ \\\\ \ \\\\\\ `\ Ares\\\\\\\\ -- _---_-------------- _ \ -------------------------- -�� \ \ \ \ \ \ \ _\\ _\\ -_-\ _ \; 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- \ \\\\ \✓ \' 1 \� I 1 IIII I I I I 1 I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ \ \ \ \ \\\ \ \ \ I \ \\ \ \ \\-------' --�_ -- '' '��� _ - --__ � � \ � \ ��� -_� �\ � \�\ �- \ \\\\ \ �\ �\\ � � \\\�\ �\\\\\\\ �\ \ 5'MS . ft 86O _ _ ��\ \ \ \ \\ \ \ \ \\ \\\ \ \\ \\ \\\ \\ \\\ 8 \\ \` 15_LO-F6.� ___ - �\\ \\\\\ \\ \ \ \ \\ \ \\ \\ \\\\\\ � �� _ ss _ 0.356,ac�- � � LOT B6 10,825s q. _ -'0:24 acres � �' _�----- __-- ��� �� �� \ \ ` \ \ \ \ \ `� �� \ �\ � \� � \\ \\ � � � \��� --� _-/ _-------- \\---- LOT 6C---------- ��MSC' " • \ \ \ \�\\\ \ �_ / � � ��-_Q.232 acres `G \ \ \\\\\� \\ �, - ____ __ _ _ ______------- __� � �_ acres---- i \ _ _ \ \\\\\ acres \\ \\ \\ \\ \\\\\ \ \ \ \ �' J fJ'' _\\\� \\ 'lei• \\ J 1 1 \�\ g nc e �\ _� � � \ \ -_ -� _� � � \\ 92 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ W M � r O ct ct 1� • N N Vm o� Zo uCo O W 0" Z 0 YJ� L6IY ww W WN I.. G Z °o Z 0�: 44 zw Uca a0 Ui M in 0 a" � �w �0 U�im Z �6 a Z °o w obi o Z In > J a Ln Z Z IQo °o VV m° U _zz_ W W � z QzzCf) (D Lu C,6 -I:r o CV C-, O C CV C-, Lm CV pp a o Z a V Lu 0 O CGS } Y = m V m < 7- 0 LLJ Lu Q 0 LO MINERAL OWNERS: 1. Undivided one-half interest in all Oil, Gas, and other mineral rights, as reserved by Emery E Arbaney and Beulah M. Arabaney in the Deed to Floyd E. Bachman and Helen A. Bachman recorded November 4, 1959 in Book 321 at Page 334 as Reception No. 207275 and any and all assignments thereof, or interests therein. 2. The effect of the reservation of an undivided one-half interest in all Oil, Gas and other mineral rights, as reserved by Floyd E. Bachman and Helen A. Bachman in the Deed to Don Lawson Lynch and Christine G. Lynch, recorded July 24, 1961 in Book 335 at Page 282 as Reception No. 214544, and any and all assignments thereof, or interest therein. 3. The effect of the reservation of an undivided one-half interest in all Oil, Gas and other mineral rights, as reserved by Don Lawson Lynch and Christine G. Lynch in the Deed to Harold H. Quimby and Waneta Quimby , recorded January 14, 1966, in Book 372 at Page 389 as Reception No. 233134, and any and all assignments thereof, or interest therein. Land Use Summa Existing Zoning: P.U.D. Proposed Zoning: P.U.D. Total development area: 44.67 ac Total open space area: 35.99 ac Total number of proposed lots: 25 Total number of proposed dwelling units: 25 Total area of non-residential floor space: 0 Total number of individual dwelling units proposed for each structure: 1 Total number of proposed off-street parking spaces: In accordance with Garfield County Zoning, Subdivision & Building Regulations Total gross density proposed: 25 units/44.67 ac = 1 unit/1.79 ac 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 an action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. OAK MEADOWS RANCH, FILING No. 4, PHASE 3 -FINAL PLAT A portion of Area I Oak Meadows Ranch -Oak Meadows Filing No.4, as recorded at Reception Number 276561 in the Office of the Garfield County Clerk and Recorder, Section 15, Township 7 South, Range 89 West of the 6th Principal Meridian, Garfield County, Colorado Vicinity Map Scale: 1" = 1000' CLERK AND RECORDER'S CERTIFICATE This plat was filed for record in the Office of the Clerk and Recorder of Garfield County at o'clock m., on the day of A.D. 20_ and is duly recorded in Book . Page Reception No. Attest: Clerk and Recorder By: BOARD OF COUNTY COMMISSIONERS' CERTIFICATE This plat, approved by the Board of County Commissioners of Garfield County, Colorado this day of , A.D., 20_, for filing with the Clerk and Recorder of Garfield County and conveyance to the County of the public dedications shown hereon; subject to the provision that approval in no way obligates Garfield County for the financing or constructing of improvements on lands, public highways or easements dedicated to the public except as specifically agreed to by the Board of County Commissioners and further that said approval shall in no way obligate Garfield County for the construction, repair or maintenance of public highways. BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO By: Chairman Witness my hand and seal of the County of Garfield Attest: County Cleric HOMEOWNER'S ASSOCIATION CERTIFICATE The Oak Meadows Homeowners Association (OMHOA) hereby accepts conveyance of the roads and streets identified hereon as Lynx Lane. By. as authorized agent of OMHOA 1. The unit of measure for this survey is the U.S. survey foot. 2. The field work for this survey was performed in October 2022. 3. This Final Plat is based on a Commitment for Title Insurance from Commonwealth Title Company of Garfield County, Inc., File Number 2020-03-67 dated May 23, 2022. 4. Basis of Bearing is between the found and properly monumented SW Corner of Section 15, Township 7 South, Range 89 West of the 6th P.M. and the S114 Corner of said Section 15, Bearing S 89' 44' 38" E. 5. All recorded resolutions, easements, and other exceptions, as noted in the Commitment for Title Insurance from Commonwealth Title Company of Garfield County, Inc., ALTA Universal ID: 1038730, Issuing Office File Number 2020-03-67, Commitment Date: May 23, 2022 have been correctly platted or noted hereon. The following are blanket resolutions, easements, agreements and restrictions affecting the Project which are not capable of being depicted at a specific location or area: EXCEPTION 9-Reception Number 137459, EXCEPTION 10-Book 321 Page 334, EXCEPTION 11-Book 335 Page 282, EXCEPTION 12-Book 372 Page 389, EXCEPTION 13-Book 492 Page 894, Book 524 Page 932, EXCEPTION 14- Book 501 Page 810, EXCEPTION 15-Book 950 Page 56, EXCEPTION 16-Book 950 Page 90, EXCEPTION 17-Book 950 Page 530, EXCEPTION 18-Book 1197 Page 602 and Book 1000 Page 650, EXCEPTION 19-Book 1329 Page 929, EXCEPTION 20-Book 1237 Page 250, EXCEPTION 21-Reception Number 276561, EXCEPTION 23 - Book 959 Page 166, Reception Number 754011, Reception Number 773110, Reception Number 787581, Reception Number 837610, Reception Number 865682, Reception Number 879290, Reception Number 895833, Reception Number 923774, and Reception Number 804937, EXCEPTION 25- Reception Number 602927, and Reception Number 677734, EXCEPTION 27 - Reception Number 970624 all as recorded in the office of the Garfield County Clerk and Recorder. 6. The document identified in the above referenced Title Commitment under EXCEPTION 13 of Schedule B, Part II as Instrument # 778121 is an Amendment of Protective Covenants for Block One and Three of Oak Meadows Subdivision Filing No. Three and is not applicable to the subject property of this Final Plat. 7. The document identified in the above referenced Title Commitment under EXCEPTION 13 of Schedule B, Part II as being recorded in Book 1348, Page 263 of the official records of the Garfield County Clerk & Recorder is a Supplemental Declaration of Oak Meadows Ranch, Filing 4B, Phase 1 and is not applicable to the subject property of this Final Plat. 8. The document identified in the above referenced Title Commitment under EXCEPTION 22 of Schedule B, Part II as being recorded as Instrument # 285202 is a Specific Declaration for Area IV of Oak Meadows Ranch and is not applicable to the subject property of this Final Plat. 9. The document identified in the above referenced Title Commitment under EXCEPTION 26 of Schedule B, Part II as being recorded in Book 1704, Page 723 of the official records of the Garfield County Clerk & Recorder is the Subdivision Improvements Agreement for Oak Meadows Ranch, Filing No, 46, Phase II and is not applicable to the subject property of this Final Plat. 10. A 10' utility and drainage easement exists inside all lots adjacent to the road right-of-way. 11. Open space parcels depicted hereon may be utilized by public and private entities that provide utility service or access as perpetual nonexclusive easements for access, the installation and maintenance of utility, irrigation and drainage facilities, including but not limited to, water lines, sewer lines, drainage culverts, drainage detention structures and related facilities, together with the right to trim interfering trees and brush; with perpetual right of ingress and egress for installation and maintenance of such lines and facilities. Such easements and rights shall be utilized in a reasonable and prudent manner. 12. Any private improvements constructed within any platted easement are constructed at the sole risk of the individual lot owner. The public or private entity, to which any easement is granted, is not responsible for the repair or replacement of any private improvements within any easement that are damaged as a result of any action consistent with the intended use of said easement. 13, All foundations shall be designed by a qualified registered engineer in accordance with the recommendations in the engineering report done by Hepworth-Pawlak Geotechnical, Inc., April 15, 1998, Job #196 420, and any subsequent analysis of the area. Engineered designs will be submitted with each building permit application. 14. Lot -specific subsurface foundation investigations and geotechnical testing should be conducted and submitted with all building permit applications. This investigation shall include proper foundation and utility drainage around the structure. 15. Lot -specific geotechnical investigations, including slope stability analysis should be conducted for the development of individual lots. 16. An erosion control plan using Best Management Practices shall be established prior to any site development. 17. All construction shall be consistent with the guidelines contained in Colorado State Forest Service publication CSFS #143-691, "Wildfire protection in the Wildland Urban Interface" 18. Control of noxious weeds is the responsibility of the property owner. 19. All lots are subject to drainage and utility easements along all side yards, the width of which is equal to the dimensions of the side yard building setback unless otherwise noted. 20. Colorado is a "Right -to -Farm" State pursuant to C.R.S. 35-3-101, et seq. Landowners, residents and visitors must be prepared to accept the activities, sights, sounds and smells of Garfield County's agricultural operations as a normal and necessary aspect of living in a County with a strong rural character and a healthy ranching sector. All must be prepared to encounter noises, odor, lights, mud, dust, smoke chemicals, machinery on public roads, livestock on public roads, storage and disposal of manure, and the application by spraying or otherwise of chemical fertilizers, soil amendments, herbicides, and pesticides, any one or more of which may naturally occur as a part of a legal and non -negligent agricultural operations. 21. No open hearth solid -fuel fireplaces will be allowed anywhere within the subdivision. One (1) new solid -fuel burning stove as defied by C.R.S. 25-7-401, et. seq., and the regulations promulgated thereunder, will be allowed in any dwelling unit. All dwelling units will be allowed an unrestricted number of natural gas burning stoves and appliances. 22. All owners of land, whether ranch or residence, have obligations under State law and County regulations with regard to the maintenance of fences and irrigation ditches, controlling weeds, keeping livestock and pets under control, using property in accordance with zoning, and other aspects of using and maintaining property. Residents and landowners are encouraged to learn about these rights and responsibilities and act as good neighbors and citizens of the County. A good introductory source for such information is "A Guide to Rural Living & Small Scale Agriculture" put out by the Colorado State University Extension Office in Garfield County. 23. All exterior lighting will be the minimum amount necessary and all exterior lighting will be directed inward and downward towards the interior of the subdivision, except that provisions may be made to allow for safety lighting that goes beyond the property boundaries. 24. Two (2) dogs will be allowed for each residential unit and the dogs shall be required to be confined within the owner's property boundaries. 25. The mineral rights associated with this roe have been partially or wholly 9 property rtY P Y Y severed and are not fully intact or transferred with the surface estate therefore allowing the potential for natural resource extraction on the property by the mineral estate owner(s) or lessee(s). 26. Oak Meadows, Filing 4, Phase III is included in the Oak Meadows Homeowner's Association and, as applicable, is subject to the terms, conditions and agreements as recorded in the official records of the Garfield County Clerk & Recorder's Office as follows: a. Book 492, Page 894: General Declaration for Oak Meadows Ranch, Garfield County, Colorado b. Book 501, Page 810: Articles of Incorporation for the Oak Meadows Homeowners Association c. Book 524, Page 932: Restatement of Section 4.8 of General Declaration for Oak Meadows Ranch, Garfield County, Colorado d Book 950, Page 56� Oak Meadows Reorganization Agreement between Oak Meadows Development Corporation (OMDC) and Oak Meadows Homeowner's Association (OMHOA) e. Book 950, Page 90: Addendum to Agreement for Well Development by and between Oak Meadows Development Corporation (OMDC), Oak Meadows Homeowners Association (OMHOA), Oak Meadows Water Association (OMWA) and Oak Meadows Service Company (OMSCO). f. Book 950, Page 530: Articles of Organization of Incorporation of Oak Meadows Service Company (OMSCO) 27. Oak Meadows, Filing 4, Phase III is subject to the Supplemental Declaration for Oak Meadows Ranch, Filing 4B, Phase III, recorded on as Reception No. 28. The residential lots within Oak Meadows, Filing 4, Phase III are served for fire -flow water supply, domestic water supply, irrigation, and sanitary sewage by Oak Meadows Service Company (OMSCO), a non-profit corporation. 29. The lot coverage and dimensional standards within Oak Meadows, Filing 4, Phase III shall be as follows: a. Maximum Lot Coverage: As applied previously to Filing 4B, Phase II b. Minimum Building Setbacks i. Front: 15 feet ii. Side: 10 feet iii. Rear: 10 feet c. Maximum Building Height: 25 feet d. Minimum Lot Area: As depicted on the Final Plat 30. Accessory Dwelling Units (ADUs) shall not be permitted within Oak Meadows, Filing 4, Phase III. The Garfield County Affordable Housing Requirements shall be satisfied in accordance with the Affordable Housing Plan, which provides for the development of off -site housing units. ATTORNEY'S CERTIFICATE I, , an attorney licensed to practice law in the State of Colorado, do hereby certify that all dedications to the public, as described on this final plat are free and clear of any liens, claims or encumbrances of record and further that this subdivision is in substantial compliance with the Garfield County Subdivision Regulations of 1984. Attorney Date COUNTY SURVEYOR'S CERTIFICATE Approved for content and form only and not the accuracy of surveys, calculations or drafting. Pursuant to C.R.S. 1973, 38-51-101 and 102 (revised). Garfield County Surveyor Date SURVEYOR'S CERTIFICATE I, Michael J. Gamba, do hereby certify that i am a registered land surveyor licensed under the laws of the state of Colorado, that this plat is a true, correct and complete plat of the as laid out, platted, dedicated and shown hereon, that such plat was made from an accurate survey of said property by me and under my supervision and correctly shows the location and dimensions of the lots, easements and streets of said subdivision as the same are staked upon the ground in compliance with applicable regulations governing the subdivision of land. IN WITNESS WHEREOF, I have set my hand and seal this, Day of A.D. 20 ,O b• I AN •• 1#1411,,,,, Michael J. Gamba, P.E. & L.S. 28036 CERTIFICATE OF DEDICATION AND OWNERSHIP: A oorcel of land located in Section 15, Township 7 South, Range 89 West of the Sixth Principal Meridian and consisting of a portion of Area I of Oak Meadows Ranch - Oak Meadows Filing No. 4, as said Area is described and appears on the plat recorded as Reception No. 276561 in the office of the Garfield County Clerk and Recorder; said parcel being described as all of said Area I, excepting therefrom that portion of said Area I lying within the boundary of Oak Meadows Ranch, Filing No. 4B, Phase II, as the same is described and appears on the plat recorded as Reception No. 677734; and also excepting therefrom the parcel of land described in the Special Warranty Deed recorded in Book 1575 Page 274; said parcel being more particularly described as follows: Beginning at a point on the boundary of Oak Meadows Ranch Filing No. 4 recorded at reception number 276561 in the Garfield County Clerk and Recorders Office; whence the southwest corner of Section 15 bears S 02'59'12" W a distance of 2295.61 feet; whence the south quarter corner of said Section 15 bears S 89°44'38" E a distance of 2624.04 feet; said bearing being the basis of bearing; thence from the Point of Beginning along the boundary of said Oak Meadows Ranch Filing No. 4 the following 2 courses: 1. N 00°41'27" E a distance of 1325.86 feet; 2. S 89'18'33" E a distance of 1118.99 feet; To a point on the boundary of the Roaring Fork School District RE-1 parcel as described in the Special Warranty Deed recorded in Book 1575 Page 274; thence along said school parcel boundary the following three courses: l . S 00'01'02" W a distance of 438.63 feet; 2. S 89°1 T31 " E a distance of 453.93 feet; 3. 178.00 feet along the arc of a non -tangent curve to the right, having a radius of 376.96 feet, a central angle of 27'03'19", and the chord bears N 41°07'01" E a distance of 176.35 feet; To a point on the westerly right-of-way of Oak Way North as described on the plat of Oak Meadows Ranch Filing No. 4 recorded at reception number 276561 in the Garfield County Clerk and Recorders Office; thence along said right-of-way the following three courses: 1. 446.02 feet along the arc of a non -tangent curve to the left, having a radius of 276.96 feet, a central angle of 92'16'13", and the chord bears S 08'21'19" W a distance of 399.36 feet; 2. 137.23 feet along the arc of a tangent curve to the right, having a radius of 445.13 feet, a central angle of 17'39'49", and the chord bears S 28°56'53" E a distance of 136.69 feet; 3. S 20°07'02" E a distance of 484.06 feet; To a point on the northerly boundary of Oak Meadows Ranch Filing No. 4B, Phase II recorded at reception number 677734; thence along said northerly boundary the following seventeen courses: l . 20.41 feet along the arc of a non -tangent curve to the right, having a radius of 50.00 feet, a central angle of 23°23'04", and the chord bears N 60°24'39" W a distance of 20.27 feet; 2. 81.65 feet along the arc of a tangent curve to the left, having a radius of 100.00 feet, a central angle of 46°46'46", and the chord bears N 72°06'30" W a distance of 79.40 feet; 3. 27.55 feet along the arc of a tangent curve to the right, having a radius of 20.00 feet, a central angle of 78'55'19", and the chord bears N 56'02'13" W a distance of 25.42 feet 4. N 16°34'34" W a distance of 5.50 feet; 5. S 73°25'26" W a distance of 50.00 feet; 6. S 16'34'34" E a distance of 33.16 feet; 7. 81.87 feet along the arc of a non -tangent curve to the right, having a radius of 135.00 feet, a central angle of 34°44'46", and the chord bears N 86°57'37" W a distance of 80.62 feet; 8. N 69'35'14" W a distance of 41.85 feet; 9. 66.14 feet along the arc of a tangent curve to the right, having a radius of 285.00 feet, a central angle of 13°1 T47", and the chord bears N 62°56'21" W a distance of 65.99 feet; 10. N 56°1 T27" W a distance of 3.93 feet; 11. 69.43 feet along the arc of a tangent curve to the left, having a radius of 165.00 feet, a central angle of 24°06'39", and the chord bears N 68°20'46" W a distance of 68.92 feet; 12. N 80°24'06" W a distance of 17.51 feet; 13. 81.37 feet along the arc of a tangent curve to the left, having a radius of 315.00 feet, a central angle of 14°48'02", and the chord bears N 87°48'07" W a distance of 81.14 feet, 14. S 84°47'52" W a distance of 107.77 feet, 15. 61.29 feet along the arc of a tangent curve to the left, having a radius of 465.00 feet, a central angle of 07°33'08", and the chord bears S 81'01'18" W a distance of 61.25 feet; 16. S 77'14'45" W a distance of 62.22 feet; 17. S 00°4127" W a distance of 102.82 feet; To a point on the boundary of said Oak Meadows Ranch Filing No. 4 recorded at reception number 276561 in the Garfield County Clerk and Recorders Office; thence along the boundary of said Oak M Ranch Filing 4 1 distance f l l 1 f t the true point f beginning; Meadows Ra c F l g No. N 89 833 W a d s once o 5 .12 feet o e ue po o beg n g, containing 44.66 acres more or less. That said owner has laid out and platted the area described above and designated the some as Oak Meadows Ranch, Filing No. 4, Phase 3 Subdivision, and hereby dedicates to the Oak Meadows Homeowner's Association those areas designated hereon as "Native Open Space Parcels 1, 2, and 3." Said owner does dedicate, convey, and set apart those areas designated hereon as streets and roads an( identified as Lynx Lane to the Oak Meadows Homeowners Association. All expenses for street paving or improvements shall be furnished by the Oak Meadows Homeowners Association, not by the County of Garfield. Said owner also hereby dedicates and sets apart to the public and private utility providers as perpetual nonexclusive easements those portions of said real property which are labeled as utility easements on the accompanying plat for the installation and maintenance of utilities, and irrigation, including but not limited to electric lines, gas lines, telephone lines; and hereby dedicates and conveys to the Oak Meadows Homeowner's Association as perpetual nonexclusive easements those portions of said real property which are labeled as storm water and/or drainage easements for the installation and maintenance of drainage facilities, together with the right to trim interfering trees and brush, with perpetual right of ingress and egress for installation and maintenance of such lines and facilities. Such easements and rights shall be utilized in a reasonable and prudent manner. Said owner further states that such property is and shall be subject to the General Declaration, Oak Meadows Ranch, Garfield County, Colorado, recorded in the office of the Clerk and Recorder of Garfielc County, Colorado as Reception No. 276560 in Book 492, starting at Page 894 with amendments thereto, including but not limited to Supplemental Declaration for Oak Meadows Ranch, Filing 4B, Phase III recorded in the Garfield County Clerk and Recorder's office as Reception No. IN WITNESS WHEREOF SAID OWNER HAS CAUSED HIS NAME TO BE HEREUNTO SUBSCRIBED THIS DAY OF A.D., 20 OAK MEADOWS, FILING 4, PHASE 3 LLC a Colorado Limited Liability Company BY Gary Johnson, Manager ATTEST: BY SECRETARY SATE OF COLORADO ) ) SS. COUNTY OF GARFIELD ) THE FOREGOING DEDICATION WAS ACKNOWLEDGED BEFORE ME THIS ,20—. WITNESS MY HAND AND SEAL. MY COMMISSION EXPIRES: NOTARY PUBLIC DAY OF a LLS Vo U= Z CD >. o .� W u vi Z o WN WN Z8 o Z 03 QJ Z J U0 4'.� Om � q W L7 a rA m VJZ_ aa- aZ �o W �1-: l7 z O, QF N> W J a ' q* z rN a ao �o 0U �00 z mCE)- LLJ L Li �z� (D L1J dS C" 0 L, M C" 0 U O o_ ,�r o 'o Z LLJ L Q w f 'i o} Qm 0 Y m S U w Qm i z O LL, Of LU 0 >O X2z MATCH SHEET FP3 MATCH SHEET FP3 MATCH SHEET FP3 MATCH SHEET FP3 MATCH SHEET FP3 T ll� / T I / � I 10, )k(-�DI �IN c�c,aly 0o Iv o a,l� CENTERLINE OF 10.00-FT WIDE S 1°28'45" W 130.65' 0`01 o I -` STORM DRAINAGE EASEMENT � i- -30.92' - - _ 46.95' - I ^;♦ i52a �' S 2°48'9" W N 9°27-4„ II I ^gyp / �N225 p 0-26.33' - ,ti\� S' `S'Q�° NATIVE OPEN SPACE 0\S' Sg, PARCEL 1 10.00, \ �, S (9 \ �srNOTE: � ro I \ 1,455,299 sq. ft. I z a I z �q,`b p` ^�/ \'70. cc\ \ UNLESS SPECIFICALLY LABELED OTHERWISE, BUILDING /\\ 33.41 acres I(' 2 I� / �L°p�j S 9°27'4" W 15.00, 8S SiB, \ \ ENVELOPES ARE DEFINED BY THE FOLLOWING SETBACKS: I I ^V / �� �co L do 32.20' a'9 GL \ \\ FRONT YARD SETBACK (FROM LYNX LANE RIGHT-OF-WAY) �! w I ,�' / 5/ `°`� \ \ \ = 15.00 FEET I a? I a? I �/ \ \\\ �9 REAR YARD SETBACK = 10.00 FEET I P � � I m + 10 �^ ^�� � `�s \, 5�8, SIDE YARD SETBACK = 10.00 FEET w \ �\6 • EASEMENT SETBACK (FROM ANY UTILITY OR STORM DRAIN I w I / h`1, �L/ oo S �� `''� EASEMENTS) = 5.00 FEET cD W c0 / 6 \ S 75'11'11" E r\72 \ \ } S03°57'29"W � 22.65' LOT 68 I \ \ 121.23' I I Ioc) 87,355 sq. ft. \ 31 j ° I w w wo I w 2.005 acres 10.00 ��\8T CENTERLINE OF 10.00 FT WIDE 4822"W 1 0l coi,o'I(51 15� 131$N ��286\\ STORM DRAINAGE EASEMENT 9j 34 I -;a �Z �N2�323N2�)1/ \ \ \--_ - ��1� _rL12-�- S1j°4g22„w 11057, pal, II III Z \ \6 LOT70 \fie-_5�_----'L10' h I�IN 9 CA 1' N '° S� / �- ,�- �� L14-_-L15---L16--- t-D°�° 6cp �6, \ro-� / ( 12,058 sq. ft. N r N 5°39'56" E _ _ - - - } �- - L17 -w Poles Nolo o r'�\�?°cn\' 10.00' �p`�3� � \ 0.277acres -. I �o cn--------- z N I N N O\ c�, to / ON - <<, 10,30 o o O rn w \ J / \ \ o I LOT 71 I o 0 0 '�- No ol\ \ m �✓ A=16°3'5" / .°�/ �so° \ coo- 0 \ 12,243 sq. ft. 4? I !L I N 6 \ Z ZJ b �` I N r -0 z \ \ J p II \ R=262.62' S� / \ so \ 10.00, UTILITY 0.281 acres I LOT 72 iP I n> w J o cn , N z w L=73.57' 6., I I o \ \ w o \ \ Q \ \ & DRAINAGE \ Z I 10,732 sq. ft. o o o \ \ J -Po N rn �\ \ .CP C=73.33 I \ \ EASEMENT (TYP.) _ _ _ J 1 0.246 acres I 00 I o J Cn C' N o � w rn cw w CB=N 76°38'6" E -- -- L I o LOT 73 J II II ,U'_� \ w o J W �,\w w_ 1 \ \ J-------- -_ I 13,067sq. ft. 0 N w d' � � 9E'4L 65t£ �� \ J � 0.300acres o m m `'\ \ \ 10.00' \ \ LOT 69 \ moo, \ z t0 cN o \ �\ \ \ \ 11,295 sq. ft. \ \ice i �9e �9 ,2 e 30.91 t \ \ �3g° \ \ 0.259 acres \ / 6 - �- _ g >> �. N 88°8'52" W 29, % / �� �; Qo `� i N2C6 g9 S00°41127"W 102.82' \ 28.70' I 7o6S27F I �, \ / / �ti - /8�8cp ' 's\\ 13� II II I i I i 1 I I / / / / z QO / I I I I 4 I I I I �3 - N 76'53'13" W I 6 3� v \ / // ° 000° ♦.90�L9' 8 _ �86 °o s S25 z _ \ z 28.04' / / ° glkL d \ / o/q ° ---- - \ ) 4. 6 p G) 3 10.00' A, \ o o f o♦ i - 1 cn \ o o \° z N 57°59'11 W / / s�-. \ / / /o a / i ", \ ss v" ` \ G / / o ° I m _ \ LOT 74 N rn 34.13'\ < \ / / y / I \ \ ♦♦°� a; \ 11,274 sq. ft. n O 15.43' / / \ / / / 16 I. \ \ N \ 1 0.259 acres m / / / I I m 9- o LOT 78 \ \ w / LOT 79 z p o --I �j 0 8,273 sq. ft. \ \ 1 1 n / L8 N 3F 8,417 sq' ft. BEGIN CENTERLINE STORM � / I o Iq D 0.190 acres 0?7,6 0.193 acres <Do DRAINAGE EASEMENT II I I I - I 716 = l LOT 67 7T' / 12,839 sq. ft. \ 28� / ti g590 I N00°42'29"E- 106.23' Cn 0.295 acres \ S' / v ° j' I 7¢ I 56'44 I I - - o0 6F N09_ - - - I I I I co \ A,l� l/ 7080 �l C v I VCb N / W BUILDING ENVELOPE (TYPICAL) o v DETAIL ti3o°3A co LI I I q T 75 too m m 10,704 sq. ft. oLO 7 LOT 80°' c� oo LOT 77 Im D // / Jo Cn 0.246 acres CO ,g. � ,g. co 0.197 acres N �� 0.230acres^�` z msp ti / o w yco-- -.-.- 10 N2SSit N / S2 / / 27" 8° v� o 1 05 h / LOT 66 / // /� �o / / \ F 70 \ 9837 /� ; N00°42'29"E 119.58' / 15,673 sq. ft. cn o oti / / `O 0.360 acres / " o / 387' I 2 / / ,/ � LOT 81 ti o o v / / LOT 76 v o � ti / / 9,440 sq. ft. w 10,227 sq. ft. o / 0.217 acres w / w ti / o / 0.235 acres co ° w w 10.00' (TYP.) ` / ° , ti o o° / ti ti C. Co y I N / v w / / �. 122 0) a,� / 18 S62j 08'F /4 tiww o �� �� S00042'29"W 150.24' 41 O0 J l tii l 1 1 \ 1283 �Z ti��� w w I w C�tib �o / LOT 65 � > / � LOT 82 > �4 °j 15,511 sq. ft. / w _ 10,359 sq. ft. rn =moo / 0.356 acres / / 0.238 acres DETAIL B CO 10.00' UTILITY &DRAINAGE 20.00^ \ \ / STORM DRAIN EASEMENT (TYP.) / / <v \ SOOT„F \ \ \ \ EASEMENT , NATIVE OPEN SPACE N (SOLID HATCH) / /w PARCEL 2 a0 S \ 12 0 Ao� \ \ 60' 2 d 30,891 sq. ft. o' / 62j 5.00' 0.71 acres (TYP.) / / = I / LOT 83 IN o 10,632 sq. ft. I� i o'�300 , / Vj \ 0.244 acres \ \ LOT 64 �' a /w^/ 20.00' /P ^ 1 I00 \2s7° \ 10,093 sq. ft. / ,p I SANITARY SEWER /! b' m co \ Sp \ 0.232 acres / "(b / 30° EASEMENT / 1 °j O o \ \ / ♦, / .^. 39, (LINED HATCH ARE ) / I� p to \ cP, / / / / �.�53'• 5.00' STORM DRAIN I� 11I C2 EASEMENT (SOLID HATCH) p \\ LOT63p°° Ji °\59'`3j10,093 sq. ft. o / l I LOT 84 \ �\ 0.232 acres \� \ i// 6'0�° / o° .�� \ 10,632 s ft. , 3 \ o / q NATIVE OPEN SPACE 1 \ C" oo / 0.244 acres ,5 MATCH SHEET FP3 END CENTERLINE STORM DRAINAGE EASEMENT MATCH SHEET FP3 50 0 50 100 150 GRAPHIC SCALE IN FEET 1 INCH = 50 FEET LEGEND BLM Brass Cap, as noted O Found 1-1/2" Aluminum Cap PE & PLS 28036, unless otherwise noted • Set 1-1/2" Aluminum Cap PE & PLS 28036 S00°01'02"W 438.63' DETAIL SCALE 1 INCH = 30 FEET I / o I-0.238 acres DETAIL B / d o i\ I / � / /V \ v � 20.00' / \%\\?O° �BS' / y- STORM DRAIN \ N2oo SO4%'' F�SEMFNT, / °� EASEMENT / �N (SOLID HATCH) Z c�' // / 36 (FgSF \ 60 MqA\ \ ad LOT 83 00 / 10,632 sq. ft. ? / 0.244 acres / / EDGE OF SANITARY y4i 20.00' SEWER EASEMENT SANITARY SEWER / N 59020'07" W 92.32' EASEMENT 1105 /39S� (LINED HATCH AREA)/// i7 / N�o°� 3., \� / / , 5.00 STORM DRAIN EASEMENT ��` (SOLID HATCH) S 38042'50" E �F\ Z 6.27 LOT 84 10,632 sq. ft. J` / , NATIVE OPEN SPACE 0.244 acres PARCEL 3 47,303 sq. ft. 5.00' STORM DRAIN 1.09 acres S9% / EASEMENT \ SOLID HATCH / 6 � ti/, PARCEL 3 � ° \ ��0° 47,303 sq. ft. `�°°�e \ C7 'Poo °o°iwm/// \gs \ �/ 5.00' STORM DRAIN 1.09 acres ti3 .0 \ i / / 9. / EASEMENT (SOLID HATCH) / l / / \ LOT 85 \ 6' i ^ �s 10,164 sq. ft. 6£. $Z' ♦♦ '/ \ 0�8 \ \ 0.233 acres I Q E 1-11 i LOT 86 \ Q - 01, S�6°3o63 �6� 'G 10,825 sq. ft. \ �' 3`p2E ♦� 0 �5 0 0.249 acres S20° 5s. / \ £ZL O \ / 10.00, \ rn \ n L DRAINAGE & UTILITY °j EASEMENT �- °'o LOT 87 10,375 sq. ft. (TYP.) \ 0.238 acres 'E 2 S20 S20°0�,p2'E I N N nQ CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD C1 178.00 376.96 27'03'19" N41°07'01"E 176.35 C2 446.02 276.96 92'16'13" S08°2119"W 399.36 C3 137.23 445.13 17°39'49" S28°56'53"E 136.69 C4 20.41 50.00 23°23'04" N60°24'39"W 20.27 C5 81.65 100.00 46°46'46" N72°06'30"W 79.40 C6 27.55 20.00 78'5519" S56°0213"E 25.42 C7 81.87 135.00 34°44'46" N86°57'37"W 80.62 C8 66.14 285.00 13°1 T47" N62°56'21 "W 65.99 C9 69.43 165.00 24°06'39" N68°20'46"W 68.92 C10 81.37 315.00 14°48'02" N87°48'07"W 81.14 C11 61.29 465.00 7°33'08" S81°0118"W 61.25 C12 31.59 275.00 6°34'53" S05°41'34"E 31.57 C13 34.46 300.00 6°34'53" N05°41'34"W 34.44 C14 37.33 325.00 6°34'53" N05°41'34"W 37.31 C15 29.02 50.00 33°15'24" N30°01'20"E 28.62 DETAIL SCALE 1 INCH = 30 FEET DETAIL A (0 / oi O LOT 80 8,567 sq. ft. AN 0.197 acres 6 0 / i/ C / -_S11 °10'06"W 5.60' N S \ C1 o S78°49'54"E �//--- 90.88' j�1= M' ; ) /h 18.50' 14.71' SANITARY SEWER EASEMENT (LINED HATCH ARE 1 •: m A O v m O mNc gZ oo 0 c) N Xmm Z rn D A��1? LINE TABLE LINE BEARING LENGTH L1 N 16°34'34" W 5.50 L2 S 73°25'26" W 50.00 L3 S 16°34'34" E 33.16 L4 N 69'35'14" W 41.85 L5 N 56'1727" W 3.93 L6 N 80°24'6" W 17.51 L7 S 77'14'45" W 62.22 L8 S 6°34'51" W 9.45 L9 N 13°23'38" E 17.69 1-10 N 4°14'8" W 36.19 L11 N 16'47'13" W 19.29 1-12 N 2°39'32" E 44.42 1-13 N 25°34'4" E 13.52 1-14 N 10'52'53" E 29.82 L15 N 2°6'43" W 32.58 L16 N 3°37'5" E 34.34 1-17 N 016'8" W 29.86 1-18 S 89'1731" E 1 12.27 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 an action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. • Cis o� IZO Vo I"I W V' " �> Z wN WN W Z O Z 0�: Z 0.0 J W J V0 LI) a0' m Ln OIM �� � W m Z o laz 0 }� o W °� t7 0z in ; N LLi 1- M� W .j ' a Ian 11Z IG (n 0) 1Z IQ0 °o V' u 0)o � I zz w W W IW z_ Elf < o cf) D w dS MINIM N N 00 O a L, 00 a Cn � a z a • LLM V w 0 0 m Q 0 = m V LU <m Z O LU Q 0 >O � Z u N Iz 0 I(0 ao I41� co 02 olcn N. I0 S02°59'12"W 1-2295.61' / \ M 0 n C 0= z (� _ M Ui n 0 z M (/) (/) -n 0C O Cz n 00 O70 Z M 70 z 00 02 W CW cn 0 i(7 Z T �OWC-nO 70 Oz0 �Cn U,,z �Nz noon �0 0 70Nrn nUcn co A D 7 m m W 00 Mco> Z LLM N00041'27"E 1325.86' 34.49' �L6 0 0 II II N 0)� 0. 0 \� \ W -)3\ \ m �'\ o z o\\ o 01\ N �I� A �► wl NI N WI �I :Iv I {`0 IV 0i 1{ IuC ICnn / IC,, I I n-i 11 cN t o T� o I o to jN JNIO J!�lo J�Ico o C' oI� C4ol CAo► NATIVE OPEN SPACE ► ► PARCEL1 I 1,455,299 sq. ft. 33.41 acres I I I I Iz IN I� I Cy �� I IN I�' i I m� Ire I I� I� to z I� III I I I I i I ► I I I ► / I a IV o O / 00 /� m / / 4�'p0/ 0 M / �v W 8 m N ? m x00 O _ 79.9 ygZ=�-- ��'SZl 3.�5 Z1'°90S D=22°4732» 3g»w 2g\� / f o 00. �5 �? 68.02' _ 10 f 5 m < =2t_— — �l'SZl 3,.29 90S DR22?4732`�60¢ 9��52. R\5¢50p D 10°55'34»--�--- W 116.4_4' 'OS—O/� / 0� Z3 S_05°09'OS" „Z 9 G0 R--571 0g 65, PRIVATE DRIVEWAY EASEMENT %p / 5 0p 0=10°55°34,-- S_05°09'OS"W 116.44' Z V,g0����// O m m m m O ' % Gi 'ell C z I / O /v / v /C" IV / IV 324.67' N 0) v N LEGEND BLM Brass Cap, as noted Found 1-1/2" Aluminum Cap PE & PLS 28036, unless otherwise notec Set 1-1/2" Aluminum Cap PE & PLS 28036 MATCH SHEET FP2 1/ / MATCH SHEET FP2 MATCH SHEET FP2 MATCH SHEET FP2 MATCH SHEET FP2 MATCH SHEET FP2 MATCH SHEET FP2 T 1 1 f 1 1 � I S 11 18'45" W 130.65' CD l- ool :old ----30.92'--- 46. 00 �� -__\ $ '48'9" E _ _ L S 2°48'9" W N 9�27'4,, E. I �a a/N2 5 pa 26.33'oS) S'NATIVE OPEN SPACE g 02\Q7o S, 9sr, PARCEL1 10.00 I I ' 7 &" �sr., S 1,455,299 sq. ft. Z z IR)?' 'goo F \\ �I. 33.41 acres A3 00 00 S 9°27'4" W cc 15.00J Q I J 32.20' I w I a? I a? I \\ \ 9S 50 0 50 100 150 Pb LU I� W I� A / �� �,�F�\, GRAPHIC SCALE IN FEET I a I a sj� 1 INCH = 50 FEET I > I h N S 75'11'11" E " '29 \ \� S03°57W / LOT 68 \ 121 MATCH SHEET FP2 rn co co W W m Po 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 an action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. w Ln M ct P—I 4� I ct O • r--I I� VU) o Z0 Vo �W V'" �> Z � N W a W W N Z O Z z 0.0 J W J V� mLn OU �! thW -4o TOR W Z O z o30 �W I.: 0 O; inki 1- M� W .j ' a I�7 11Z IG U) M IQo °o V' u 0)o i zf _z z_ mCEi ILL LLJ LL-I z z Elf Q z D D w dS N C CV OD O LM CO 00 M =0 a z Q a w 0 0 d M O C zy Q M w V LU LU = v') cn cl-0 r Qm 0 = m V 0 <m z 0 LU Q 0