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CC - PREPLAT 09-2013 LEGEND 5 6 PRELIMINARY PLAT SHOWING SECTION CORNER / QUARTER CORNER 7 8 TM CREEK QUARTER SECTION LOCATED IN NW 1 /4 OF SECTION 14 , T3N . 11 R. 1W B . M . N 1/4 GROUND CONTOUR ADA COUNTY, IDAHO ROW RIGHT OF WAY - PRESCRIPTIVE AUGUST 28, 2013 ROW RIGHT OF WAY - DEDICATED (EXISTING) — — — — BOUNDARY LINE LIST OF D RAW I N G S - - - P/L PROPERTY LINE POINT OF SECTION LINE FRANKLIN RD BEGINNING SHEET 1 COVER SHEET EASEMENT LINE 10 11 S890 09' 50"W 2657.99' SHEET 2 SITE LAYOUT — — _ _ _ _ 1329.00' — — — — PHASE LINE 1328.99' SHEET 3 RIGHT-OF-WAY SECTIONS 15 14 W 1/16 SEG 14 41 JIA qFr 1A 12"w 12"W WATER LINE & FIRE HYDRANT L _j � ss Ss— SEWER LINE \ I I I J \ J — PI PI PRESSURE IRRIGATION LINE \�\ �� I I I I I I I DEVELOPMENT FEATURES: REC W RECLAIMED WATER LINE 7 — — \ I r- — I— pIL — — — P/L ZONE (EXISTING) ADA COUNTY RUT 00 coo ��� \� I I ZONE (PROPOSED) CITY C-G, TN-C, R-40 "' ti — — — P/L \ /LI I I — — — P/L TOTAL ACRES 41.028 SD STORM DRAIN LINE TOTAL LOTS 52 �2� — — \ \\ \ I— — Q BUILDING LOTS 49 CURB, GUTTER & SIDEWALK N — P/L co \ ,\\� — P/L—I Q WIN Ira STORM DRAIN FACILITY co P/L BLOCK 2 1 � — \ O o — P/L— z U) BLOCK 1 - - - \\ W FRANKLIN RD w, P/L — — P/ TEN MILE STUB DRAIN — — - _ k _ ti NTS o I — — — P/L _j J P/L I I � I— — — P/L \ _ < ; ' ■ Y r ry z - - - P/L I 1 I I - - — P/L Q PROPOSED z co I"I"I 1 I J J ~ ROW o I I — — — P/L co SITE W _ - N BLOCK 3 W _ -- Co o — — w ryry N 1/16 SEC 14 NOT A PART - _ r a; F,Q�O� Lu m N - - o Co �� J M N ' 1-_ " Z W OVERLAND RD N - - { Iwui co IN1/4 Q 114 <1 * SEE SHEET 2 FOR PROPERTY BEARINGS 91 NOTES: MERIDIAN APPLICABLE ZONING AND SUBDIVISION REGULATIONS AT THE TIME OF 1. ALL BUILDABLE LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH ISSUANCE OF INDIVIDUAL BUILDING PERMITS OR AS SPECIFICALLY APPROVED , DOMESTIC WATER SERVICE BY THE CITY OF MERIDIAN. THE PROPOSED WATER AND/OR REQUIRED. MAINS SHALL BE CONNECTED TO EXISTING CITY OF MERIDIAN WATER MAINS. g THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH IDAHO CODE SECTION _ 2. ALL BUILDABLE LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH 31-3805 CONCERNING IRRIGATION USE. w SANITARY SEWER SERVICE BY THE CITY OF MERIDIAN. THE PROPOSED 10. THIS SUBDIVISION RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO +FJ 1 ui SANITARY SEWER MAINS SHALL BE CONNECTED TO EXISTING CITY OF MERIDIAN FARM ACT WHICH STATES: NO AGRICULTURAL OPERATION, AGRICULTURAL ' _ %� �_ ' Y SANITARY SEWER MAINS. FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE u 3. A PRESSURIZED IRRIGATION SYSTEM OWNED AND OPERATED BY THE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING '' NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE DEVELOPER, OR ASSIGN WILL BE INSTALLED TO SERVE THE LOTS. , 4. THIS PROPERTY IS NOT WITHIN A MAPPED SFHA AS SHOWN ON THE FLOOD THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A i INSURANCE RATE MAP. COMMUNITY PANEL NO. 16001CO231 H, WHICH BEARS AN NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF n EFFECTIVE DATE OF FEBRUARY 19, 2003. THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE ;* 5. THE STREETS AS SHOWN WILL BE DEDICATED TO THE PUBLIC AND SHALL BE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, W VICTORY RD _ NTS o CONSTRUCTED IN ACCORDANCE WITH THE CURRENT EDITION OF THE IDAHO AGRICULTURAL FACILITY OR EXPANSION THEREOF. o STANDARDS FOR PUBLIC WORKS CONSTRUCTION AND THE ADA COUNTY 11 . COMMON LOTS ARE LOT 30 / BLOCK 1, LOT 7 / BLOCK 2 & LOT 1 / BLOCK 3. ALL VICINITY MAP Q HIGHWAY DISTRICT STANDARDS. COMMON LOTS WILL BE OWNED AND MAINTAINED BY TM CROSSING OWNERS ~ 6. STORM WATER DRAINAGE SHALL BE MANAGED & DETAINED IN UNDERGROUND ASSOCIATION. N.T.s. C0 o SEEPAGE BEDS ON-SITE IN ACCORDANCE WITH CITY OF MERIDIAN, ACHD, AND 12. ALL LOTS IN THIS SUBDIVISION ARE SUBJECT TO CROSS ACCESS AND PARKING n" NAMPA MERIDIAN IRRIGATION DISTRICT REQUIREMENTS. EASEMENTS. OWNER DEVELOPER: CIVIL ENGINEER: LANDSCAPE ARCHITECT: 0 7. DIRECT ACCESS FROM ANY COMMERCIAL LOT TO S TEN MILE ROAD IS o PROHIBITED EXCEPT AS SPECIFICALLY APPROVED BY THE AGENCY HAVING JURISDICTION. Brighton Corporation Keller Associates, Inc. THE LAND GROUP, INC 8. MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE CITY OF 12601 W Explorer Dr, #200 131 SW 5th Avenue, Suite A 462 East Shore Drive, #100 o Boise, ID 83713 Meridian, ID 83642 Eagle, ID 83616 CD Ph: (208) 378-4000 Ph: (208) 288-1992 (208) 939-4041 CD Contact: Mike Wardle Contact: Nathan Cleaver, P.E. Contact: Roger Collins N_ Q_ pNA L PROJECT NO. DRAWN: CHECKED: 5� Fti ORIGINAL SIGNED BY: T M CREEK PRELIMINARY PLAT _ �� \STE Ci ORIGINAL AN CLEAVER KELLER IC NGC O ��G R�c� 2� DATE ORIGINAL SIGNED: 08/23/13. Q 7 � � ON FILE AT.KELLER ASSOCIATES INC. 2 0 V 04 / 6 DESIGNED: APPROVED: a 12490 � associate s NO. REVISIONS BY DATE IC NGC N1 �o BRIG TON CAD NAME: SCALE: (Based on 22"x34" SHEET NO. This document or any part thereof in detail or design concept is the sheet) y OF P Meridian, Idaho 83642 0RPRArn0 1 O F 3 131 SW 5th Avenue, Suite A COVER SHEET ,y TF �� personal property of Keller Associates, Inc. and shall not be copied in any AS NOTED �T �`� (208)288-1992 form without the written authorization of Keller Associates, Inc. yq N CEP SO° 50' 10"W 10.00' 80' RAILWAY EASEMENT ( IDAHO POWER Inst. S890 09' 50"E 70.00' #103262) CURVE TABLE ��°, `� 6,o NO° 50' 10"E 10.00' CURVE# LENGTH RADIUS DELTA TANGENT CHORD BEARING ILO N S890 09' 50"E 44.37' S890 09' 50"E 75.00' C1 68.61 69.99 56°10'12" 37.35 65.90 N89° 26' 39"W P OHP N N880 22' 59"E 9.64' DPP npP �PP PP POINT OF BEGINNING SO° 50' 10"W 0.00' NO° 34' 40"E 12.04 C2 107.70 199.99 30°51'16" 55.19 106.40 S77° 53'45"W RAILWAY - - - - _ - ' ' o W 16TH SEC 14 - \ EASEMENT �s� ss SO° 50' 10"W 7.41'- - -S89° 07' 16"E 158.24 - - -W W SO° 34' 40.15"W 71.00 o S83° 20, 17„E 144.49 , 33.30 - - - C3 92.42 199.99 26°28'40" 47.05 91.60 S80° 05' 03"W N45° 09' 55"E 23.06' \ TR s� s N840 21' 17"E 94.58' ss ss - c w - R F_R__AN KL I N RD S89 09 50 E 176.45 N87 36 21 E 180.08 - C4 19.55 7272.00 0'09'14" 9.77 19.55 N2° 55' 59"E ,�, ,,,v ° SO° 34' 40"W 18.00' E REC a REC W -- -- r;��, r - 176.45'-10.00' '44.37' K' ""' IAA . ° AS GAS GAS GAS ' 70.00' 71.88' ' 41.22 93.34' 45.51 48.04 689 09 50 E 249.00 °° 1 1 � 23.06 1 10.00' ! , ~� 34.49' 41.65 64.62 64.14' ,42.22. 52.36 93.75 7g 3g' R Kvvv dxg NO 33 20 E 100.00 M 26,250 SF 1 9 64 'a� 1; J I PP 2.70' 18.00'� 0 1 0 200 -h PP co d 7.41 r� w rL - - - I 27.22' _ D_ 223.80' 24.08' 41.70' 1 F SLOPE cv P/ L EXISTING I IN ,� J 84.85 LO ���36.33' 343;83 I RIGHT-OF-WAY � J 12.04 30,756 SF No EASEMENT �1 cCr) 2 IM N� + I�' N 17 18 19 20 121.g8 IRRIGATION W 27,405 SF I°'' o l I I I 120,897 SF 21,164 SF 20,398 SF 19,740 SF - P/I - - P/L EASEMENT 43.37' 349.21 M _ 290.64 o - - -\\\ , I �. � ►� P/L � 13 14 � 16 I W 0 37.25' 3 �\_32,617 SF I 31,858 SF I� 126,117 SF I I 22165�7 I CALNON ACCESS N Q 2 19 rr \ " �s� �� N J 1 EASEMENT (� 29,826 SF o I- 27,998 SF co \ s�\a M� L6 �' Z Z 1 \\ \\\ I S 2�� 15 °' 93.22'- 93.22' I 93.22 _j 93.22' - _ � � - - P/353.84' \ I r 32,398 SF o\ �- r/L \ P/L � P/1290.60'- - P/L PP 4 s <I �' I 178.20' I co O 28,084 SF \ 'O I � rj� 3 co�� \ �'S�, 2�j I `" 186.45' 185.55 O -2-8"W 353.85_8" \ �\19.71's 0 52.86 6�p'l l00 21 I I I A o V 29,821 SF o s - -P/I - /w a 22 23 24 M PROPOSED a6.4o 53.25' 55.25' 29 s� 14,379 SF z _ ° \ 49.59 17,241 SF 17,339 SF 17,254 SF oo - P/1 - - - P/L- CD 5 1 OO' TEN \ \� 29 11.40' I Y 290.56' co ° ai IS j �, 100.84' 184.65 _ 0- EXISTING RIGHT-OF-WAY 35�2�58 SF MILE DRAIN �, s9 �� 21,381 SF Q� Q 4 Q EASEMENT o�, 46 �8?ti o 29,817 SF o P/1 - - P/L / Op pn 8"W 8„ 353.86' can i \ \ �� 28 Q\� 60.73' 33.33' 93.22' P/93.22' a - BLOCK I/ L P/L--� O QLO 0 6 �- �� \ V, \ 18,064 SF / 290.52 LO � 35,261 SF 6 �. 0° 25 c N I !�°` _N 22,823 SF N N 5 0 Uj 353.87' I 31 ��� °� \z �� 0 29,813 SF o W - P/L P/L 45 789 SF "'O• 30 \ 27 I - 185.25 P/L r - - I - M Z a AI CO 7 a� I� \84,557 SF- 38,964 SF I _� P/290.4a'- P/L� ° co 0 35,262 SF I 0) \ ,�. Z IN 32 � \\ ��� I� 26 z I 28,450 SF a �? _ 6 0 - - P/1 - - N 22,407 SF N °� 30,758 SF Q W 1 353.88' P/L I Aug �� _ _ _ - 583= S890 51' 02"W 249.01' N ~ cn I (o \� \ 20 2 80 25g3 - 249.01 8 9ss, - -cn Lo - o co 1P 35,263 SF 33 \ s �' '� 176.26' ,5 41.44 -SO° 34' 40"W 10.00' _ - N G� 25.13 7.90 7 T - - _ N g 353.89'-81, 11,069 SF �A 0 6 0 4,142 SF 2580 2575_ - - SO° 34' 40"W 100.00' 2570= 00 - - pp/L - Pn 8_ - Pn 8"W o o -2568� 8 SS< 8"SS< 130.75 SS< 130.74 SS< 130.74 .� �, _ ��� �„ - � 0 5 N, �w a� _ lN� 74 - - - I -SO° 34' 40"W 10.00' - - -257-.111111 6-2570�2568 I-_ C° 9 � �25 427' - - - _ _ _ N89° 51' 06"E 249.02' I 86.78 =44.68 130.66 41.40 Q � � 0 31,019 SF 00 , N89° 41' 58"E 4.36' I J J 249.02 00 �1 N - - P/1353.90'- - P/L � a BLOCK 1 i w - - - $ 10co J­ ^ _ I I I I �o 1 29,147 SF o Q I U 4.36' 30,897 SF I� I I I I J r, 19.55 I00 I -� - P/1 - - P/L 1 37.10' 330.66' S I I I ih 290.35 z N N490 26' 20"W 47.72' - - P/L - - P/ 34 I 00 M 1 1 1 1 10.62' I 35 1006 I I ( - r 9 M N co I 47,241 SF ti / � rn I �� N o o N3° 31' 50"E 66.88' ao 11 M 49,936 SF co 36 37 5g� G o 29,263 SF o Iv 1(0 28,539 SF ,�\ 50,850 SF I 58,369 SF a 2 zo N380 48' 09"E 44.90' - - P/I - - p/L Co I I I� 38 I� 39 - P/L 90.31- - P/L Mo cn 17.86' 337.05' 7.65' I I I cfl 101 ROW SUFFICIENT FOR 5-LANE ti 27.04' 12 8.44 58,204 SF I� 57,029 SF u, 10 �' ROADWAY IF NEEDED 26,669 SF I I w I I - 1 29,248 SF o . N30 39' 43"E 124.63� Rn\N 271.80' ROW 73.71' I I o 28 78 - Q TEN MILE CREEK DR 1 67.88 s9 26,\ 23.55' �45.OT I � 289.11 - - P/L- I 60 KENNEDY ~ 1 w 76.6��i 88 1 q6. C1� 0 14.23 29.89' o O BLOCK 3 �6. , 8S1> LATERAL I - 11 � U) z 1 33.26' ` ' Ro ?S9 EASEMENT 0 28,221 SF o 33.85 _ w N 10° 47' 13"E 92.31' Pn\A/ �j} \ a0 1 _ _ C2 �SO° \ I I �� "' - 265.68 P/L �' IT 4.41'i 06.76' c3 N86° 40' 1_ 156.20 - Y N �1 / 77, rn -� w 21.08' 1a6' /how 09,E 97 o NOT A PART S62° 27' 45"W 91.30' \�\69 7 1 6 114.75' RA 8g•g1' 12 0 NO° 33' 57"E 4.41' Rni^ �f9 S 22,709 SF o 1 S660 50' 21"W 186.46' N86° 20' 17"W 16.21' 8,834 SF - - _ N61° 20' 57"W 85.70' 569.57.P 7 0.6 6 O 6.70 49.14 n ow N89° 10' 41"W 371.69' N89° 11' 04"W 249.00' w 16.21' 0- N500 58' 33"W 17.95' N30 39' 43"E 21 .08'CD - Cn Q NOT A PART . o NOT A PART 0 Q U UNPLATTED FUTURE ROW FOR o FUTURE ROUNDABOUT CD 0 0 N pNA L PROJECT NO. DRAWN: CHECKED: S� Fti ORIGINAL SIGNED BY: �i/ \STE C/ NATHAN CLEAVER IC NGC O� G RHO 2� DATE ORIGINAL SIGNED: 08/23/13. KELLER TM CREEK PRELIMINARY PLAT A DESIGNED: APPROVED: m ON FILE AT.KELLER ASSOCIATES INC. 2 0 9 04 _6 a �13 i NO. REVISIONS BY DATE IC NGC N 12490 assoc ates BRIGHTON SHEET NO. This document or any part thereof in detail or design concept is the „ y 131 SW an Avenue,Suite A SITE LAYOUT CAD NAME: SCALE: (Based on 22"x34 sheet) 4, TF OF \�P Meridian, Idaho 0RP RArn0 2 O F 3 personal property of Keller Associates, Inc. and shall not be copied in any AS NOTED (208)288-1992 92 form without the written authorization of Keller Associates, Inc. tiq N CLEP 101 .00' ROW 9- 5.00' 8.00' 6.00' 11 .00, 11 .00, 14.00' 11 .00, 11 .00, 6.00' 8.00' 5.00' 2.00' SIDEWALK PLANTER 0.50' BIKE LANE LANE MEDIAN/ TURN LANE LANE LANE BIKE 0.50' PLANTER SIDEWALK 2.00' !!\!/\!,!!!/\\>7,, vA.AA.�A��AA�\lVAA/�A%�!%AA%AA%AA%AA/AA/A/A/A/ T%�� //���iAl�lAiAAAlAAlVA��A�V/�/✓r./i. /i/!✓/,A/ / / / / / / / \��A�VAlVA VA!!AA/VA��VA VIVA/� 70.00' FACE TO FACE a FRANKLIN CROSSING AVE M N 5 LANE WITH BIKE LANES co N Co W H Z_ ry n � 101 .00' ROW SHOWN ON PRE-PLAT a 66 78.00' MIN REQUIRED ROW 0 N r coL N Co Lu 1.50' 5.00' 8.00' 6.00' 11 .00, 14.00' 11 .00, 6.00' 8.00' 5.00' 1 .50' co SIDEWALK PLANTER 0.50' BIKE LANE MEDIAN/ TURN LANE LANE BIKE 0.50' PLANTER SIDEWALK 0 a \\i\\\i\i\i\i\i\i\i\\\\i!\\!!\\!�\\/\�/\�/\/\//\\!/\\!!\\/ 0 0 0 ///\/, / \/\//!/\/\ 0 0 0 0 \ \ \\\\\\\\\\\ \ \\• //////////////////////// // //////�/v /�V//VA/ A/ /AAl�AA,,�A��A/V/V/�AwA/VAlAAi iA iA iA iA iA iA iA VA,;' �. iv �AA,yAAr�AAiVGA/AA%�!%AA%AA%AA%AA/AA/A/A/A/ //,AI\V!�V!/V!/V//V// 0 48.00' FACE TO FACE w w Y TEN MILE CREEK DR w w ry 3 LANE COLLECTOR W/ MEDIAN a J n W O O O Y U a U) w 0 w ry n 0 Q U Z _(D U) W r 0 rn 0 N_ Q_ � pNA L ORIGINAL SIGNED BY: PROJECT NO. DRAWN: CHECKED: g F,v �� \ST E Ci NATHAN CLEAVER IC NGC o ��p R�c� �� DATE ORIGINAL SIGNED: 08/23/13. KELLER TM CREEK PRELIMINARY PLAT � � ON FILE AT:KELLER ASSOCIATES INC. 2 O VQ O4 /7_6 DESIGNED: APPROVED: a 12490 � associates NO. REVISIONS BY DATE IC NGC N1 �o BRIG TON CAD NAME: SCALE: (Based on 22"x34" SHEET NO. This document or any part thereof in detail or design concept is the sheet) y OF P Meridian, Idaho 83642 RPRArn0 3 O F 3 131 SW 5th Avenue, Suite A RIGHT-OF—WAY SECTIONS ,L TF �� personal property of Keller Associates, Inc. and shall not be copied in any 1 :5 �T �� (208)288-1992 form without the written authorization of Keller Associates, Inc. yq N c�EP