Loading...
CC - Approved Preliminary Plat 09-18-2012 10 11 PRELIMINARY PLAT SHOWING LEGEND 5 6 15 14 TM CROSSING SECTION CORNER / QUARTER CORNER 7 8 LOCATED IN NW 1 /4 OF SW 1 /4 OF SECTION 14 , T3N . , R. 1W B . M . QUARTER SECTION - NOT FOUND LO ADA COUNTY IDAHO w , 2584 GROUND CONTOUR o � J U LY 16, 2012 ROW RIGHT OF WAY - PRESCRIPTIVE W M ROW RIGHT OF WAY - DEDICATED (EXISTING) Q o m o `/ LIST OF DRAWINGS - - - - SUBDIVISION BOUNDARY — — — P/L PROPERTY LINE SHEET 1 COVER SHEET SECTION LINE SHEET 2 SITE LAYOUT EASEMENT LINE SHEET 3 RIGHT-OF-WAY SECTIONS - - PHASE LINE NI w L 12"W WATER LINE & FIRE HYDRANT Q Q POINT OF = _ BEGINNING SS SEWER LINE NOT A PART NOT A PART DEVELOPMENT FEATURES: PI PRESSURE IRRIGATION LINE ZONE (EXISTING) ADA COUNTY RUT REC W RECLAIMED WATER LINE - EG - ZONE (PROPOSED) CITY C-G, GENERAL COMMERCIAL 1777 TOTAL ACRES 75.52 SD STORM DRAIN LINE I I I I I I I I I I I TOTAL LOTS 54 /L I I I I I I BUILDING LOTS 50 CURB, GUTTER & SIDEWALK — — O CV I I I I I I I I I I I b= STORM DRAIN FACILITY — P/L— P/L W W = :-.y BLOCK 2 0 -0 -0 -0 IJ ' ' Q QI — — — P/L— P/L = = W FRANKLIN RDz PHASE2 Lu — P/L— Q o z BLOCK1 — P/L— - P/L wQ mil _ CO ° PROPOSED— P/L— P/L _ LU o /L P/L Q J SITE J- - - P/L - - P/L W - N NTS r- 7_ A0 0 N r. N w I PURpAM p PHASE 1 BLOCK 3 RAIN RE0p �— Ilii PHASE 2 - �. 184 — I �� - �—CATION PHASE 2 } } L W OVERLAND RD N � � O_�RAMP - a� _ EP _ PHASE 1 N oEP �_ �3 3— - PHASE 1 'R _ I _ INTERSTATE 84 _ N II _ iJ NLML o * SEE SHEET 2 FOR - w PROPERTY BEARINGS ; ,_* < M NOTES: 8. MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE CITY OF LO MERIDIAN APPLICABLE ZONING AND SUBDIVISION REGULATIONS AT THE TIME OF 1. ALL BUILDABLE LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH r = y Q DOMESTIC WATER SERVICE BY THE CITY OF MERIDIAN. THE PROPOSED WATER ISSUANCE OF INDIVIDUAL BUILDING PERMITS OR AS SPECIFICALLY APPROVED � s MAINS SHALL BE CONNECTED TO EXISTING CITY OF MERIDIAN WATER MAINS TO AND/OR REQUIRED. 1� 9. THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH IDAHO CODE SECTION � I PROVIDE SERVICE TO THE SUBDIVISION. co 2. ALL BUILDABLE LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH 31-3805 CONCERNING IRRIGATION USE. _ 1 10. THIS SUBDIVISION RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO I _ _ _ � o I SANITARY SEWER SERVICE BY THE CITY OF MERIDIAN. THE PROPOSED _ 0 oCO SANITARY SEWER MAINS SHALL BE CONNECTED TO EXISTING CITY OF MERIDIAN FARM ACT WHICH STATES: NO AGRICULTURAL OPERATION, AGRICULTURAL ga F w C) SANITARY SEWER MAINS TO PROVIDE SERVICE TO THE SUBDIVISION. FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE _ w 3. A PRESSURIZED IRRIGATION SYSTEM OWNED AND OPERATED BY THE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING 15 14 DEVELOPER, OR ASSIGNED, WILL BE INSTALLED TO SERVE THE LOTS. NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE 1 YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A a 4. THIS PROPERTY IS NOT WITHIN A MAPPED SFHA AS SHOWN ON THE FLOOD ( ) r� INSURANCE RATE MAP. COMMUNITY PANEL NO. 16001CO231 H, WHICH BEARS AN ML NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF 22 23 EFFECTIVE DATE OF FEBRUARY 19, 2003. THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE W VICTORY RD - NTS CD 5. THE STREETS AS SHOWN WILL BE DEDICATED TO THE PUBLIC AND SHALL BE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, CONSTRUCTED IN ACCORDANCE WITH THE CURRENT EDITION OF THE IDAHO AGRICULTURAL FACILITY OR EXPANSION THEREOF. VICINITY MAP W STANDARDS FOR PUBLIC WORKS CONSTRUCTION AND THE ADA COUNTY 11 . ALL LOTS IN THIS SUBDIVISION ARE SUBJECT TO CROSS ACCESS AND PARKING EASEMENTS. N.T.S. co EASEMENTS.DISTRICT STANDARDS. 0 6. STORM WATER DRAINAGE SHALL BE MANAGED & DETAINED IN UNDERGROUND 12. COMMON LOTS ARE LOT 1 / BLOCK 1, LOTS 1, 2 AND 11/ BLOCK 3. ALL COMMON a SEEPAGE BEDS ON-SITE IN ACCORDANCE WITH CITY OF MERIDIAN, ACHD, AND LOTS WILL BE OWNED AND MAINTAINED BY TM CROSSING OWNERS OWNER DEVELOPER: CIVIL ENGINEER: LANDSCAPE ARCHITECT: 0 NAMPA MERIDIAN IRRIGATION DISTRICT REQUIREMENTS. ASSOCIATION. 0 7. DIRECT ACCESS FROM ANY COMMERCIAL LOT TO S TEN MILE ROAD IS Brighton Corporation Keller Associates, Inc. THE LAND GROUP, INC PROHIBITED EXCEPT AS SPECIFICALLY APPROVED BY THE AGENCY HAVING JURISDICTION. 12601 W Explorer Dr, #200 131 SW 5th Avenue, Suite A 462 East Shore Drive, #100 w Boise, ID 83713 Meridian, ID 83642 Eagle, ID 83616 Ph: (208) 378-4000 Ph: (208) 288-1992 (208) 939-4041 CD Contact: Mike Wardle Contact: Nathan Cleaver, P.E. Contact: Roger Collins CD N_ n DRAWN: CHECKED: � pNA L ORIGINAL SIGNED BY: PROJECT NO. g F,v Ic NGc �����\STE 6G/ NATHAN CLEAVER o ODATE N BASS ASSOCIATES KELLER TM CROSSING PRELIMINARY PLAT Q 7_ ON FILE AT:KELLER ASSOCIATES INC. 2 O V O4 / O DESIGNED: APPROVED: a 12490 � associates NO. REVISIONS BY DATE IC NGC N� �o BRIGHTON SHEET NO. This document or any part thereof in detail or design concept is the -7 P 131 SW 5th Avenue, Suite A personal property of Keller Associates, Inc. and shall not be copied in any COVER SHEET CAD NAME: SCALE: (Based on 22"x34" sheet) ,L TF OF �� Meridian, Idaho 83642 CORPORATION 1 O F 3 �T �`� form without the written authorization of Keller Associates, Inc. AS NOTED yq N CEP (208)288-1992 I EXISTING RIGHT-OF-WAY W I N 12"W EXISTING S' SIDEWALK TO BE CONSTRUCTED IF I CITY OF v, SM�Tti ADDITIONAL RIGHT-OF-WAY IS MERIDIAN 12 PI FjF OBTAINED FROM ADJACENT LAND POTABLE I ��� OWNER WATER R N ION EXISTING L NOT A PART WATER LOOPTTO BE CITY OF I NOT A PART \ MERIDIAN 12" o I NOT A PART CONSTRUCTED UPON 25 RECLAIMED O I I I RDUs OBTAINED N WATER 0 P J ADA COUNTY RUT POINT OF BEGINNING N 0 100 200 z co Q S890 11 ' 31 "E 2621 .43' UNPLATTED J 85.00' 2�4 79' 222.80' El"IAA 2 2 -- =G EG EG EG 215.74 56.66' 245.19'- 1 ° - P/L- - (n = _ = 17.75' 92.83' 92.83' �N 108.99' 12" -108.99'- 1 "W •108.99' 12'�108.99' 107.71' 107.71' 107.71' 107.71' 133.72' 130.79' �� 47.00' - -- 7.96 - ° 2 coI 3 l0 4 43.46' I EXISTING SEWER TRUNK ° 35,295 SF co 35,165 SF 1� 34,815 SF �'o N 1 I"' LINE I I I I I o 1 I I I I I o ° LO I I II I I I c�i ° �1 N 47,881 SF N II M I EXISTING CITY OF I I - = ITD/NMID I 214.23' 218.11' 184.88' 1 do I I I 1 II MERIDIAN SEWER W - -\ I - - 5 00 I I I > P/L P/L P/L r I EASEMENT I 1 Q ACCESS TO I - \ 33.87 No 1 r _U m m REMAIN � �� 11.75 I I r r r r F- - - O 3P EXISTING CITY OFW1,0; I I MERIDIAN SEWER 5 34.59' N - 202.05' �90 005 SF Luo 160.05' z P/L NO° 31 ' 51 "E 372.24' i EASEMENT N - - P/L P/636.51'- - P - - P/L 00 I II I BLOCK 2 1 I I 1 1 1 6 0 � ?� I I I I I I - o \ 2 r �- �N T_ Z, T- T,_ I 1 W P/L 97,755 SF ,n 197.27 55 SF o r r II rCO r0) r`n �° 85.00' �� N 1 m Lq 7 r= moo �� r- r- z PURDAM DRAIN PURDAM DRAIN N I� I� I� II I� I� I� co co 9.81' \ 1 ti ti ii r` ti ti ti U) RELOCATION _ Q EASEMENT TO 815.60' 5 1 6 I 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 0 15 1 80 16 1 I p BE VACATED - P/L �� P/L - - P/L 1 69,245 SF 169,218 SF 1 81,235 SF I 81,197 SF 1 81,161 SF 1 81,123 SF 80,132 SF 80,095 SF 80,059 SF 80,022 SF N 99 297 SF N � ;� I Z ❑ 0 178.81 1 I I I I I 98,154 SF �> Q cn 9 \ 20.87' o- - - P/L - ' ~� N o r 4.00' `9 1 I 7 \ A`✓iQ I I I I I I 100 0 17 i 1 1 1 U I 1 72,599 SF 89,372 SF �,9A 0 r r II P/L - - r r w - - - 809.59' - \�'9 - - I N89° 28' 12"W 4.00' I - - P/L P/L - P/L 3 1Cl? II I I I I I I I 1 - II w z T I LO 1 1 ° o a I AI _ (n LO LO 33,346 SF 1 II 1 I I I I SO 34 54 W Cn - T, \ \� ^ I� 1 CD N o PP o III I 8 \ I I II I I 1 0 - o BLOCK 1 \ I 1 PHASE 2 1 I I I 1345.61 ' � > o O N I I I 88,807 SF \\\ � I I I I - � W I I I I `" I1 805.09' 178.94' r _U I 1 1 m Q P/L - - P/L - - P/L - - P/L - - - - P/L r � � rn I ,I I - o° N r� I I I r r r r r r w .I. 9 17 - P/L z P I �I I To 88,321 SF � ^ \ o� 4 I� 1 I I � I I I I I I I I PP I I PHASE 1 � 1 wl o m I II II r 10.00 25.87' 26,431 SF 1 1 I I I I I I � I m I I - - P/L - - P/L - 801.55 P/L - - P/L - - P/L Q N \ � I N N1 ° 29' 59"W 468.03' III I 10' LANDSCAPE 171.31' �r 92.83' 92.83' 108.99' 108.99' 108.99' I I I I oC\I I N - P/L - - P/L - r/L 7 - - - - r 107.71 107.71 r 107.71 F 133.72 _ - - '� IV I I I I oo BUFFER 10 N \ �A \ - ,�L r F108.99 i- 1 o7.71L - - P/r - - P/L - rr/� �- 133.72' P/L o I W 37.94 89,030 SF i I -1 42 6� I \ I I U 21.84' \ �C` I� 1rn IN 1� I� 1M to 0 II 194.56' - - 227.90' 202.88' - - 198.11' \ 1 rn o o N N 1 1 1 m ^ 47.39' - - P/L r/L - - P/L P/L r/L 29 � 10 1 o I oN I N I N 1 N I CD I N 11 w r r- 1309 14 Tr s,g 20,838 SF�Ir�'7 397 SF I 27 26 25 24 23 22 21 20 19 1 18 1m 17 rn 42,457 SF 13,810 SF _ �o °�. ,-17,832 SF I 21,880 SF I 21,918 SF I 21,957 SF I 21,996 SF I 21,775 SF 21,772 SF 21,813 SF 21,851 SF 1 21,888 SF 10':) 2745.11' ,206 SF 10 rn 04 J � 13 I 1 ) r i r r r p� 2.0 12"W 12"W - 0 I U 42.05 Aso 41,473 SF 00 12 I1`0 11 h^ �, �3 15.59' I `L0' 3646 - - P/L - _ _ �. (n 02' W. PURDAM ST. PP I 8.24' 1 80 � � 20.83 77.24 N49.22; 27 _� 17.04' I - 42,991 SF w 43,850 SF �� \ 108.99' 108.99' 108.99' 108.99 107.71' 107.71' 107.71' 107.71' 106.58' 27.27' 10.00' N 12° 04' 04"W 92.20' '�09 oso, s, 94, W. PURDgM 12 w m 12' 12" � �, 153.51 ST. 5 8"ss< 8 ss< „ - 1ti WATER OOP TO BE II y �\ \ 204.67 16.2815 1p, /`b �p��0 51.31 ,3804 P pl SS< SS 8"SS< 8"S P �`�� I CONSTRUCTED UPON N .... 25 RDUs OBTAINED �' '6�0 \ �40 7408 > 72.50' 113.68' 172.92' ;; 165.70' 215.41' 106.5T 7 215.41' 92 1 N470 21 ' 40"W 168.01 ' 2'- -_ 3 I n P/L� P� 47,270 SF 60.00 1 45.23' \ \ co a �37 > 6 I- I 10 0 w IRRIGATION PUMP STATION ,03 =45=3=6=`�-P/L 11 20$6 4 I I� 52.33', BLOCK 3 I I 64,191 SF NOT APART 9� 4.55 5 co _=�,-.,ti=� _ 1 29,826 SF40,089 SF 6 \ 1 N 7 I M 9 325.74 r- IN � 44,643 SF N 8 1 47 479 SF L o ° �� 2 57g 12' 1 -- r III TAYLOR DRAIN EASEMENT \I�" 47 209 SF I N 50,734 SF co 1 N OPTION C Y N73 57 16 W 103.91 13 471 SF _ �� r 224,303 SF- 18742'� I TO BE VACATED � N WATER LOOP TO BE DRq/N REDO 1876 10 LANDSCAPE N82° 32' 17"W 579.12' CAT�O = 199.82' r \ _ CONSTRUCTED UPON W d �N= - - /L -218.44' �� \ I 25 RDUs OBTAINED o o -d3 � -o-� 422.74, �r/�- ��� \ `I BUFFER � cn 215.87 PHASE 2 110. " " OFF - - _ _ _-_ = 102.58'�_ 196.98' a ^ o A M I7 25.03' \ 6 - PfL - - P/L -197.27' P/L a� 1� N81 ° 34' 49"W 422.74' EP _ 8.1 - Z EP �� 9 - � � PHASE 1 o PHASE 1 �- w -d3 d3 d3 N40 16' 40"E 25.03' - -23' 26.89' 503.21' cli - -- - P/L - Q - - �� O FP EP II N850 32' 20"W 110.00' N850 28' 18"W 668.19' \ �- P/L INTERSTATE 84 S40 27' 40"W 15.00' N800 58' 41 "E 56.23' N81 ° 02' 23"W 26.89' N890 34' 28"W 503.21 ' pNA L PROJECT NO. DRAWN: CHECKED: S� Fti ORIGINAL SIGNED BY: TM CROSSING PRELIMINARY PLAT IC NGC ��� G�STER C/ NATHAN CLEAVER ��, � K E F 2 DATE ORIGINAL SIGNED: 09/11/12. 1 O Q- O � m ON FILE AT.KELLER ASSOCIATES INC. LLER DESIGNED: APPROVED: a 12490 � associates 209047-6 NO. REVISIONS BY DATE IC NGC (P �O BRIGHTON SHEET NO. This document or any part thereof in detail or design concept is the y 131 SW 5th Avenue,Suite A SITE LAYOUT U T CAD NAME: SCALE: (Based on 22"x34 sheet) 41 TF OF \�P Meridian, Idaho 83642 CORPORATION 2 O F 3 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. tiq N CEP TO BE CONSTRUCTED IF ADDITIONAL TO BE CONSTRUCTED IF ADDITIONAL ROW IS OBTAINED FROM ADJACENT LAND OWNER ROW IS OBTAINED FROM ADJACENT LAND OWNER EXISTING ROW VARIES 73.00' TO 88.03' CL 7.00' 5.50' 12.00' 12.00' 12.00' 12.00' 12.00' 12.00' 5.50' 7.00' SIDEWALK 0.50' BIKE LANE LANE TURN LANE TURN LANE LANE LANE BIKE 0.50' SIDEWALK /77 \ 83.00' FACE TO FACE S. SMITHFIELD DR. 6 LANE AT S TEN MILE ROAD TO BE CONSTRUCTED IF ADDITIONAL TO BE CONSTRUCTED IF ADDITIONAL ROW IS OBTAINED FROM ADJACENT LAND OWNER ROW IS OBTAINED FROM ADJACENT LAND OWNER 98.00' ROW 73.00' EXISTING ROW AT PROPERTY BOUNDARY rL 0.50' 5.00' 8.00' 6.00' 11 .00, 11 .00, 14.00' 11 .00, 11 .00, 6.00' 8.00' 5.00' 0.50' SIDEWALK PLANTER 0.50' BIKE LANE LANE MEDIAN/ TURN LANE LANE LANE BIKE 0.50' PLANTER SIDEWALK 771 \ \ \ 70.00' FACE TO FACE S. SMITHFIELD DR. Q 5 LANE W/ BIKE LANES N O N N 78.00' ROW CL 0 w z 1.50' 5.00' 8.00' 6.00' 11 .00, 14.00' 11 .00, 6.00' 8.00' 5.00' 1.50' SIDEWALK PLANTER 0.50' BIKE LANE MEDIAN/ TURN LANE LANE BIKE 0.50' PLANTER SIDEWALK 73 a N •/\\//\\//\\//\\//\\//��\\�\\///\\\\/\\/\\/\\/\\/\\//\/\\/\\ Li 48.00' FACE TO FACE a U) U) W. PURDAM ST & S. NEW MARKET AVE. 3 LANE COLLECTOR W/ MEDIAN 0 w 64.00' ROW rL a J w 1.50' � 1 .50' 5.00' 8.00' 6.00' 11 .00' 11 .00' 6.00' 8.00' 5.00' 0 SIDEWALK PLANTER 0.50' BIKE LANE LANE BIKE 0.50' PLANTER SIDEWALK 0 V U) a o \\�,\\ \�/\�/\�//,/ / / /i/i/i/i . o /%/i//i//\//\//\//\//\//\//\// //// /\ \•\,•\\.\�\/\/\.\\,\�\\\� 0 0 \ \,.\\.\�\/\/\/\/\\\\/\\\ /\\/ /\ r\ LLI 0 34.00' FACE TO FACE z co w W. PURDAM ST. 0 0 2 LANE COLLECTOR W/ BIKE LANES N Q_ pNA L PROJECT NO. DRAWN: CHECKED: � F ORIGINAL SIGNED BY: Ic NGc O� �p\sTEROC/� IGINNATHASIGNED: ' TM CROSSING PRELIMINARY PLAT _ � F 2 DATE ORIGINAL SIGNED: 09/11/12. K E L L E R Q 7 � � ON FILE AT:KELLER ASSOCIATES INC. 2 O V O4 / 6 DESIGNED: APPROVED. a 12490 � associates NO. REVISIONS BY DATE IC NGC N� �o BRIGHTON SHEET NO. This document or any part thereof in detail or design concept is the CAD NAME: SCALE: (Based on 22"x34 y P 131 SW 5th Avenue, suite A RIGHT-OF-WAY SECTIONS" sheet) ,y TF OF Meridian, Idaho RP RArn0 3 O F 3 personal property of Keller Associates, Inc. and shall not be copied in any 1 :5 �T �� (208)288-1992 92 form without the written authorization of Keller Associates, Inc. yq N CEP