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CC - Pre-plat TM CENTER SUBDIVISION PRELIMINARY PLAT VICINITY MAP : 1"=1,000' � j A PARCEL OF LAND BEING A PORTION OF THE NORTHWEST 1/4 AND A PORTION OF THE W. FRANKLIN RD. WEST 1/2 OF THE NORTHEAST 1/4 OF SECTION 14, TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO, 2020 - - - I -- -- --- - -- o � w CJ G z vi TM CENTER SUBDIVISION PRE-PLAT BOUNDARY W.FRANKLIN RD.— — — — — — — — — — — — — 1 TM CREEK O O O O O O O O O O O O SUBDIVISION NO.2 I I I I I I BLOCK3 COMMUNITY BLOCK4 BUSINESS (C-C) 0 200 400 600 10 O9 8O O OPEN DOOR RENTALS LLC TM CREEK R8580480020 Plan Scale:1"=200' SUBDIVISION NO.1 14 13 12 11 10 O O W.FRANKLIN RD. I I I TM CREEK INDEX OF DRAWINGS SUBDIVISION NO.4 ZONING BOUNDARY 11 12 13 14 SHEET NO. SHEETTITLE I PP1.0 COVER SHEET TEN MILE CREEK PP1.1 EXISTING CONDITIONS RESIDENTIAL 40)DENSITY 17 18 I PP1.2 EXISTING CONDITIONS TM CREEK 19 20 I PP2.0 LAYOUT PLAN SUBDIVISION NO.3 16 I PP2.1 LAYOUT PLAN PP3.0 CONCEPTUAL ENGINEERING PLAN 24 23 21 PP3.1 CONCEPTUAL ENGINEERING PLAN 22 L1.0 LANDSCAPE COVER SHEET W.COBALT DR.— — — — — — — — — — L2.0 LANDSCAPE PLAN 12 � 13 14 ZONING BOUNDARY BLOCKI PRELIMINARY PLAT DATA LEGEND > COMMERCIAL AREA(C-G) 18 17 16 15 BOUNDARY LINE SITE DATA O O o CURRENT ZONING C—G "-' z PROPOSED ZONING C—G OFFSITE PROPERTY LINE COMPREHENSIVE PLAN DESIGNATION COMMERCIAL, HIGH DENSITY Q BLOCK 2 RESIDENTIAL, MEDIUM DENSITY LOT LINE z 3 RESIDENTIAL SECTION LINE C—G LOT O O 19 20 21 22 O O O O5 ROW AREA AREA 5.2974ACRESS 10 LOT NUMBER GENERAL RETAIL& I TOTAL AREA 76.011 ACRES SERVICE COMMERCIAL TREASURE VALLEY INVESTMENTS LLC OVERALL LOT DATA 51214233680 TOTAL LOTS 47 uj(C-G) S.TEN MILE RD. COMMERCIAL LOTS 47 6 23 Q O O w COMMERCIAL AREA(C C) SURVEY CONTROL NOTES 25 24 SITE DATA Q CURRENT ZONING C—C, C—G 12 1. ALL SURVEY DATA IS BASED ON THE NAD83 STATE PLANE 10 11 PROPOSED ZONING C—C COMPREHENSIVE PLAN DESIGNATION MIXED USE COMMERCIAL, HIGH COORDINATE SYSTEM IDAHO WEST 1103 AND VERTICAL w NAVD88 DATUM. ( ) S V ANGUARO WAV O ^ C—C LOT AREA DENSITY ACREIS RESIDENTIAL ( ) COMMON LOT AREA 2.063 ACRES ROW AREA 1.376 ACRES O1 TOTAL AREA 39.013 ACRES BLOCK 5 O OVERALL LOT DATA TOTAL LOTS 29 18 17 16 15 14 LOTS 27 z COMMON LOTS 2 O O RESIDENTIAL AREA(R-40) 0 SITE DATA U DWT INVESTMENTS LLC CURRENT ZONING R-40, TN—R, C—C PROPOSED ZONING R-40 S1214233668 COMPREHENSIVE PLAN DESIGNATION MIXED USE RESIDENTIAL, S.TEN MILE RD. HIGH DENSITY RESIDENTIAL TM CENTER SUBDIVISION R-40 LOT AREA 13.596 ACRES N COMMON LOT AREA 1.531 ACRES ROW AREA 2.266 ACRES MERIDIAN, IDAHO O TOTAL AREA 17.393 ACRES COVER SHEET OVERALL LOT DATA DEVELOPER/OWNER TOTAL LOTS 10 O R-40 LOTS 9 BRIGHTON DEVELOPMENT INC. COMMON LOTS 1 2929 W. NAVIGATOR DR., SUITE 400 SSYONAL fnc/ a MERIDIAN, IDAHO 83642 ENS OVERALL SITE CONTACT: JON WARDLE O PHONE: (208) 378-4000 SITE DATA EMAIL: jwardle®brightoncorp.com 16860 z TOTAL SITE AREA 132.42 ACRES ,f, 5-1-20 ENGINEER SURVEYOR 7 1, Pao v E N G I N E E R I N G OVERALL LOT DATA l C) F OF �� !V�' 9233 WEST STATE STREET TOTAL LOTS 85 KM ENGINEERING 'y��NC K�N� BOISE,IDAHO 83714 C—G LOTS 47 9233 WEST STATE STREET PHONE(208)639-6939 C—C LOTS 27 BOISE, IDAHO 83714 kmengllp.com z R-40 LOTS 9 PHONE: (208) 639-6939CONT _ aCOMMON LOTS 2 EMAILACIkinseClo®kmeingl pT: LAHLIN L o'mPE Digitally signed by DATE: MAY 2020 PROJECT: 19-1os Lachlin C Kinsella,P.E. J s Date:2020.05.01 SHEET NO. Lu 13:19:26-06'00' P P 1.0 r1 4 12 W J—CT7 - ,rid-i' � - - 12 Sp_�.� 12W 12W i2 CFJ izw 2W -12W-n 7—izw 12"W 12"vi 1rW 12W ¢12"wV oP - _ " S` �_ Tl--- — — �6 — su — ��— — S� — 7o — —- - s0=_ — — — �- �D— — pp -- 12 w= — 1�— 12'W 12"W 12"W -B�� -12"W 12"W 12� 1 z"w 12"w 12"W" 12"w 12"W 17W -- S SD — — — o — D4 oa 1 W.FRANKLIN RD. o o a - 9"S 18"S 18"S 18"S 18"S— 18'S 18"S 1 W — — — — — — — — - S— 5 _ _ — 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 24"^I S ® 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI$24" S S 3 q ° 24"GI— 24"GI 24" 24 r-- 'GI I -I OVERHEAD POWER POLE 24" GRAVITY IRRIGATION MAIN OVERHEAD POWER LINE J' �; EXISTING SANITARY jjjjj�T I I in SEWER CLEANOUT �W - - - - ��/// OVERHEAD POWER POLE / OVERHEAD POWER LINE O I ® w FOR FUTURE CONNECTION - STANDPIPE I D° TEST PIT �� r EXISTING BUILDING O p AA � EXISTING E OWOFFWATER i^ 2� `D 711111111 FOR FUTURE WATER �r(n� o� CONNECTION r o 61 1, __ 1--- EXISTING VON LATERAL EXISTING BUILDING-- q�{� ___Ea�� ?S �� OVERHEAD POWER POLEEMD I \°I AVEL MA NTIENIANCE STNG BROAD I2585 /j STANDPIPE J \ I MAINTENANCE 2584 I /g I ¢ s I I I _--- ----- / -- • � - - i � 1 O" GRAVITY IRRIGATION PIPE - --- • + + OP —— _ TOP -- To ---_ P— _.Vt� 1 — I�TnC i-TVr Zl1C� Vrl�[ G—�J!"�_r.J�� v. irnD _ �,.. ra,,, roE rot *n� r ^P� --- ' W 2582 / .7< TVL _ �_1n-�•-ern — I ! °� _1 TEE CREEK-�ToF T_ �T ron- Toa eTor Tj, r 'Oi �vl- fUE TOE f 10E •1 i/�_��` �_ -•�_��-��/ .. — I —TOE TOE TOE r o Ol —- al-- 'OE =_TOE_-� n OV�—rnn nP Top--TUP Top `Top— Top- Top TOF �rVF— r, w ui \ �TO E` TOe t.✓ EXISTING 10' CITY OF • — • — • — . — . — - —`� _. --___- °•�� r TOE�rpE rUE—__-�T-' T- icL 0 � + _ _— ____—_ `Top TOE _O c o zn r�YJ MERIDIAN PATHWAY 12" GRAVITY IRRIGATION PIPE . . — • — --- --_- �` OP _ _ To_ T'..�ioF�j�� Top TO Qy - --• -- _'-_ i TEST PIT vi w ZONE A PER COMMUNITY PANEL NUMBER w / 16001CO231 H, NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP, REVISED zw I �¢I AND EFFECTIVE FEBRUARY 19, 2003. ZONE AAREA= w NO BASE FLOOD ELEVATIONS DETERMINED. -0, y51N h 01 �s� ro oLi C, N J Gp LO N U I I I I 1 I I I I I T I SEWER MAIN TO BE BUILT WITH THE s I R COBALT EXTENSION FUTURE SANITARY EXISTING BLOWOFF m „ ----IMPROVEMENTS - SEWER CLEANOUT FOR FUTURE CONNECTION o - „---------+ m e FOR FUTURE CONNECTION w_- " - .• .. — — COBALTA 1z"sue I EXISTING SEWER MANHOLE ° 8,.5 e•S a RIM:2585.68 zo - - INV:2570.17 EGFUT FORURE FUTUREWOFF TEST PIT CONNECTION EXISTING BLOWOFF U EXISTING SANITARY EXISTING BLOWOFF 8" WATER MAIN TO BE FOR FUTURE CONNECTION SEWER CLEANOUT FOR FUTURE CONNECTION BUILT WITH THE FOR FUTURE CONNECTION COBALT EXTENSION EXISTING SANITARY LEGEND oIMPROVEMENTS SEWER CLEANOUT FORFUTURECONNECTION a EXISTING FEATURES TM CENTER SUBDIVISION z s s s SANITARY SEWER LINE MERIDIAN, IDAHO O w w WATER LINE EXISTING CONDITIONS U 5 c c c GAS LINE —op—op— OVERHEAD POWER LINE O SS\ONAL r*0 LL 3 GI GI GRAVITY IRRIGATION LINE ��'i�' \CENSFO �! _ 0 100 200 300 0SEWER MANHOLEwv p 0 Plan Scale:1"=1001 x s 68 00 o z WATER VALVE < r Q E N G I N E E R I N G ® WATER METER 9� qTf�F 9233 WEST STATE STREET FIRE HYDRANT 'yC iN� K�N� BOISE,IDAHO 83714 PHONE(208)639-6939 POWER POLE kmengllp.com z a POWER BOX DATE: MAY 2020 PROJECT: 19-106 5 EP EP EDGE OF PAVEMENT SHEET NO. J Lu ED ED EDGE OF DIRT P P 1.1 d PI PI PI PI w a w ml EMo tG B � Ee== w'DD EA(TDR. m s EG/ EXISTING BLOWOFF i FOR FUTURE CONNECTIONso T — — — — TEST PI GRAVEL MAINTENANCE ROAD \ EG EXISTING BLOWOFF I FOR FUTURE CONNECTION GRAVITY IRRIGATION MAIN TO BE BUILT WITH THE COBALT EXTENSION �5 IMPROVEMENTS W � 2y76 EXISTING GAS MAIN Y 4� FUTURE BLOWOFF 4 co i o FOR FUTURE CONNECTION h GRAVEL MAINTENANCE ROAD Co �A3ED —EOF —E�FG` —.w-- -EC _ Ep ED \ _� —_— I \� E•o_ DED �ED FD �EE' KENNEDY Ep`TERAE----- EXISTING CORRUGATED METAL PIPE 2575 w I I Z I ri 257g I I i 2S, I a I 2574 2S � I �S� I EXISTING BLOWOFF S I FOR FUTURE CONNECTION 2S� 4 W W `y W- I - 3 S VAN(3UARD wAV 2572 _ EXISTING BLOWOFF r .p FOR FUTURE CONNECTION 1' 2571 I EXISTING GRAVITY IRRIGATION MAIN GAS MAIN I I 25�0 \� OVERHEAD POWER LINE -\ 15" GRAVITY IRRIGATION PIPE z TRANSFORMER a --------- ———— _y�------------------- z z r �- — s EXISTING SANITARY SEWER MAIN EXISTING GAS MAIN w _ ® ' � TM CENTER SUBDIVISION = z MERIDIAN, IDAHO O g EXISTING CONDITIONS SS�ONAL fNc ILL O �YCENSF� 7d 0 100 200 300 0 860 z Plan Scale:1"=100' s 5-1-20 E N G I N E E R I N G 9C� lF OF 9233 WEST STATE STREET .K�N� BOISE,IDAHO 83714 /NC a PHONE(208)639-6939 kmengllp.com z aDATE: MAY 2020 PROJECT: 19-105 s SHEET NO. J W PP1.2 W.FRANKLIN RD. 19.44' 1.93' 322.98' 9.00' O1 22,994 SF 541.70' 30.00' 179.97' 217.93' 178.83' 207.06' 218.44' 77.75' 66.67' 191.37' 135.17' 64.13' 199.30' 199.30' 199.30' 199.68' a ro m O � O p O O O O a0 O r r 32,751 SF 39,446 SF 32,193 SF 6 7 '� O a O r�i O4 �_ �? 37,081 SF 38,890 SF 25,587 SF 33,807 SF ^ 34,939 SF � 34,721 SF 34,502 SF ^ O O 34,284 SF 34,101 SF 179.97 217.93' 178.81' 207.06' 218.43' 144.42' 191.70' 199.30' 40.70' 158.60' 1 56.10' 143.20' 1 132.85' 66.45' 199.35' COMMUNITY CREEK SUBDIVISION ION NO.4 BUSINESS (C-C) rn BLOCK 4 BLOCK 3 � N 64,791 SF N 57 O O ui ,960 SF N 74,459 SF N 71,751 SF > Q M N h o W 14 0 13 12 `O n Y N d 79,666 SF a 95,635 SF a 11 m N n 78,357 SF 93,480 SF a O gO co 102,108 SF 69,480 SF v 94,861 SF z 240.00' 214.70' 275.57' 265.76' vi m U U� Q 2 -2 N rn _ w � 90 o _180.03___ ——_—_217.9T____ 69.30' _109.82"_ `� 56,607 SF N 54,374 SF N 13 m 68,865 SF N N--_--_--_ —————— ----207.64' 74,912SF N p ZONING BOUNDARY ----------- —==219.05' — — 14.41' 20.12' p ---- ---144.83'-- 20.15' TEN MILE CREEK -----_---- 191.10'— 10.12' 242.27' ------------ -------__ 15 133,5965E uwm 0 215.33' 196:7 4' o __ 461.16' 3.35' 197.36' ------------ --------- omm o -no. 275.88' 76.43' 200.72' ----- —__------_--_ z 200.72' -------___----- of 268.89, �z g 13.51' wa n Om ow 17 c� 18 it a N 53,077 SF of 19 `� N 49,677 SF 2 n c i (o HIGH DENSITY o a N 46,277 SF N 20 RESIDENTIAL (R-40) 51,929SF io 222,425 SF 200.00' 200.00' 200.00' 201.86' ") �g 00. n N 42,638 SF N N 21 `00 43,421 SF N 22 � p 34,399 SF 48,402 SF N M 32.00' 433.97' 200.02' 1 90.79' 109.52' ZONING BOUNDARY W.COBALT DR. 205.21' wam 13 MATCH LINE - SEE SHEET PP2.1 20.46' GENERAL RETAIL& SERVICE COMMERCIAL (C-G) 0 100 200 300 Plan Scale:1"=100' 0 U PRELIMINARY PLAT NOTES TM CENTER SUBDIVISION ~1. DEVELOPMENT IN THIS SUBDIVISION SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN N EFFECT AT THE TIME OF ISSUANCE OF A BUILDING PERMIT AS MODIFIED BY THE APPROVED SUBDIVISION PLAT. MERIDIAN, IDAHO O 2 ANY OF MERE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY LAYOUT PLAN U 3. IRRIGATION WATER HAS BEEN PROVIDED FROM NAMPA AND MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). A SECONDARY IRRIGATION SOURCE SHALL BE PROVIDED AND MEET THE CITY OF MERIDIAN O REQUIREMENTS. SSYONAL f4,c 5 4. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH STATES 'NO AGRICULTURAL �YCENSF� d� 0 o OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NON AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR UUqGo [cm z MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT < ,/T 5-1-20 �o Q OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF.' y '✓T P v E N G I N E E R I N G ('y F OF 9233 WEST STATE ET BOSE,IDAHO 5. RESTRICTIVE COVENANTS AND CONDITIONS RECORDED IN CONJUNCTION WITH THE FINAL PLAT WILL BE IN EFFECT FOR THIS //V C.K PHONE(208)639-6939 Q a SUBDIVISION. kmengllp.com z a 6. LOT 15, BLOCK 3 AND LOT 1, BLOCK 4 ARE COMMON LOTS. LOT 15, BLOCK 3 SHALL BE OWNED AND MAINTAINED BY THE DATE: MAY 2020 OPERATOR. LOT 1, BLOCK 4 SHALL BE DEDICATED TO NAMPA MERIDIAN IRRIGATION DISTRICT WITH THE RELOCATION OF THE VON PROJECT: 19-105 LATERAL. J s SHEET NO. L1J PP2.0 a 73.07' 73.26' 92.42' I I 130.21' 18.16' I 38.31' HIGH DENSITY 16a � 50.59' 2p4�j1' RESIDENTIAL (R-40) ZONING BOUNDARY 39.26' 11.22' MATCH LINE - SEE SHEET PP2.0 Cn 10 0 35,988 SF 25.72' > 35.05' 29.82' _ [2C12.95' 23.85' rn 5 8> 15.18' 39.16' W.COBALT DR. - 25,665 SF 11 0 25.72' 73.36' 23.85' 227.24" 252.02' 97.99' 147.53'63,7745E 3i 12 m 59.91' 305,76' 1 6.1 1' 52.60' o $5,440 SF 14.80' 7 41' 34.35' 169.00' 169.00' ^ 13 000 55.92' 78.36' 57.46' 24.18' 36.06' 39,620 SF rn 14 75.14' ^ 32,854 SF 40.92' 9.21' 49.64' 22.08' o 3.68' 38.02' 2.57' 3.85' o0 O2 O9 210.00' 210.00' 127108' 10.20' rn 210.00' 200.40' `�31.95' a 33,293 SF 33,293 SF O N O ID ^ 71,869 SF 121,161 SF M 0 4 18.58' 119,729 SF M 134,9044 SF ^7� rn l BLOCK 1 72.91' N V 169.00' 169.00' 00 0 18 0 0 N 17 � 16 vi 15 N 47,2$0 SF N 47,250 SF N 47,250 SF N 45,997 SF oN M LJ o^ O o O `2 N 212.81' 350.00' 350.00' 362.09' rn ^ 33,293 SF °' 33,293 SF 210.00' 210.00' 210.00' 205.13' z a ^n GENERAL RETAIL& 169.00' 169.00' "� SERVICE COMMERCIAL o 51.00' CITY OF o (C_G) BLOCK 2 N MERIDIAN UTILITY EASEMEN 0 r 77.00' 19 0 20 0 0 47,250 SF N 47,254 SF N N 22 O$ a O 0 0 0 0 80,409 SF n 122,500 SF n o ^ O ^o O 55,990 SF N 50,086 SF 0 122,00 SF a 121,0004 SF °i 33,293 SF 33,293 SF L 16.83' 211.42' J ---- ---------- 166.53' 43.47' 123.05' 70.14' \ 175.32' in z 9.51 0 \ 224.67' 0 �- 169.00' 169.00' -- -------- 78.94' n N 35.57' ------- `43.16' 14 28� 312.54' 350.00' 350.00' 341.90' 0 6 / I 80.48' 23 gOgO 24.30' / $2,111 SF O 30,093 SF 32,378 SF / / 74.00' o � p 72.03'/ / 45,312 SF `� 24 1N6P 37.95' / $5,538 SF O O 82.83' 86.41" 1A 37.95' 0 1p o 11 0 0 0 111.71' 14.73' 0 0 0 12 0 0 13 93,761 SF 105,000$F 105,000 SF 102,$69 SF n 1>.83, 38.79' 101.55' O9 6.06' 75,970 SF S VANGUARD wAV ess9 t.sT 2 20?. 79.91' 8192' 25.97' ui 192.75' 52.56' 368.04 Q 312.54' 350.00' 350.00' 341.90' � 89.29' 17S.82' 20.41' 19.91, w Y 46.03' 0 _ S>28• 27.45' 36.16' Q 1 8 31.33' 41,409 SF 0 0 .. 2 00 BLOCK 5 28,731 SF 33.93' m vi 224.16' 12.83' 24.60' 259.53' 8.37' in 3.13' 18 ri 17 16 `O 0 `O ul 49.29' 100,272 SF N 92,290 SF N zn rn 15 No 14 ,� 104,349 SF N 105,401 SF n 103,978 SF 0 m 0 O 0 O N 86.55' N 33,659 SF 36,922 SF 34.82" 38.54' 224.16' 224.16' 248.13' 312.55' 350.01' 350.01' 341 91' 0 100 200 300 Plan Scale:1"=100' 0 U TM CENTER SUBDIVISION N MERIDIAN, IDAHO O LAYOUT PLAN U O g OC E N SF�cad 0 9 O z aTg512o lam < �o Q ENGINEERING 9C) lF OF SAP!V� 9233 WEST STATE STREET /NC.K�N� BOISE,IDAHO 83714 a PHONE(208)639-6939 kmengllp.com z aDATE: MAY 2020 PROJECT: 19-105 s SHEET NO. J Lu PP2.1 RD. I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GI GI GIB GI GI— —0 GI GI O c1 c1 cl a clISTI SANITARY cl SEWER SEWER CLEANOUT CONNECT TO EXISTING FUTURE VON LATERAL WATER MAIN RELOCATION 0 0 0 0 0 0 I - I I I � I BLOCK 4 I I I I BLOCK 3 7 TM CREEK SUBDIVISION NO.4 14 13 12 8 I w a o H �¢ 3 z� z 11 u ¢ v 12 13 14 0 100 200 300 a — — — — _ — --- -- --- — — Plan Scale:1"=100' - - LEGEND — — ----------------------------�—er�O TEN MILE CREEK _ y L 71 - �--- BOUNDARY LINE E- - I OFFSITE BOUNDARY LINE PROPOSED LOT LINE EP— � vai 2 O FOUND 1/2 INCH REBAR FOUND 5/8 INCH REBAR SPIKE 20 PROPOSED IMPROVEMENTS O —s s s— SEWER LINE w w WATER LINE SEWER MANHOLE y --2645 PROPOSED CONTOUR IV I O I O' EXISTING FEATURES I s s s SANITARY SEWER LINE 24 23 21 w w WATER LINE 22 O c c c GAS LINE —op—op— OVERHEAD POWER LINE GRAVITY IRRIGATION LINE SEWER MANHOLE MATCH LINE - SEE SHEET P P 3.1 • I WATER VALVE ' O - - - - - - - - - - _ _ - WATER METER e FIRE HYDRANT POWER POLE POWER BOX EP EP EDGE OF PAVEMENT 74 RIGHT-OF-WAY Ec Ec EDGE OF GRAVEL 0.5' 23.5' TBC-CL 23.5' CL-TBC 4 5' 3:1 MAX. 5' SIDEWALK 8' PLANTER 8' PLANTER 10' SIDEWALK SLOPE TO EXISTING �A 7A �A 7A/�A/\/��/�A/�A \ \ O O O O O \ 1' LANDING, //i0/00/O 000 0000 O/i�00��000 TYP. 6" VERTICAL CURB ASPHALT PAVEMENT o AND GUTTER, TYP. COMPACTED SUBGRADE 3/4"-MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT-RUN SUBBASE z O _ STREET SECTION: S. NEW MARKET AVE. u SCALE: NTS PRELIMINARY ENGINEERING NOTES DC 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. WATER MAINS WILL TM CENTER SUBDIVISION ~BE LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING WATER MAINS N 2' CLEAR 10' WIDE PATHWAY 2' CLEAR IN W. FRANKLIN RD., W. COBALT DRIVE, S. NEW MARKET AVE., AND S. WAYFINDER AVE. Z 16' WIDE MERIDIAN, IDAHO O 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROPERTY 4' SHOULDER 8' NMID GRAVEL MAINTENANCE ACCESS ROAD 4' SHOULDER WILL BE SERVED BY THE CONNECTIONS AT W. FRANKLIN RD., W. COBALT DR., AND S. WAYFINDER AVE. CONCEPTUAL ENGINEERING PLAN U r z -- 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND WILL BE REFINED o -III—III III - -I '._ ---- III III III III - DURING O FINAL DESIGN. �``SgYOCENSfNc�! - III—III III—III I I 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE O F. - - III III III ,III III III WITH THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN z �REQUIREMENTS. QGO III UU III III—III III-III IIIIII—III_ EXISTING WETLAND -III III III - 5 DESIGN. AND GRAVITY IRRIGATION IMPROVEMENTS SHALL BE DETERMINED DURING FINAL < l 5-1-20 Q E N G I N E E R I N G III ASPHALT PAVEMENT CREEKATION, TEN MILE 3/4° MINUS CRUSHED AGGREGATE BASE 9 �' o —III 6" MINUS PIT-RUN SUBBASE O qTf OF ��F!vim' 9233 WEST STATE STREET NON-WOVEN GEOTEXTILE FABRIC. AGGREGATE MINUS CRUSHED COMPACTED SUBGRADE 6 STANDARD CONSTRUCTION MERIDIANTHE FOLLOWING CONSTRUCTION IMPROVEMENTS DRAINAGE;SEWER;(ANCE WITH THE AND PRESSURE y�/N C.K�N� ROINE,IDAHO 83714 9-693 a AGGREGATE BASE IRRIGATION. PHONE(208)639-6939 MATERIAL kmengllp.com z w 12" SUBGRADE 7. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS TO BE DETERMINED DATE: MAY 2020 a DURING FINAL DESIGN. ASPHALT PATHWAY SECTION TYPICAL NMID GRAVEL MAINTENANCE ACCESS ROAD PROJECT: 19-105 J 8 NTS SCALE: NTS SHEET NO. Lu PP3.0 I � e ' MATCH LINE - SEE SHEET PP3.0 - — — — — — 10 �- — — — — W.COBALT DR. - - - --- - — Om I 8"s.. .....8"s - 8"s. 11 _ ._ e� -- — \ . 12 EG—EG EG EG T EGG EG EG t EG EG 7—EG EG EXISTING SAN CONNECT TO EXISTING ITARY �� B7v ' KENNEDY LATERAL WATER MAIN SEWER SEWER CLEANOUT m m I CONNECT TO EXISTING GRAVITY IRRIGATION STRUCTURE / z 9 I I O 2 3 q � /'• I � ml O O O BLOCK 1 I Iw zBLOCK 2 I I Ny I 3 19 20 21 22 O O O O L-------- — -- — --_ I a"w a"w a'w a"w a••W a•'W — a"s a"s a"s a"s e"s e"s a w CONNECT TO FUTURE 0 0 ----- ———————— ------ WATER MAIN / CONNECT TO FUTURE SANITARY � 4 O / / SEWER SEWER CLEANOUT $^s 1 23 i / y / m I s 8,• VANGUAR 5� D WAV e a I T I Na ` W I \ I cc BLOCK 5 I � I W d9 18 17 16 1S 1q Nz 0 100 200 300 Plan Scale:1"=100' 3 I d9 I CONNECT TO EXISTING SEWER MAIN 77' RIGHT-OF-WAY 2' 23.5' TBC-CL 23.5' CL-TBC 2' 3:1 MAX. k:---5' SIDEWALK 8' PLANTER 8' PLANTER 5' SIDEWALK SLOPE TO EXISTING 1' LANDING, TYP. / A AA/,� / 0 6" VERTICAL CURB ASPHALT PAVEMENT AND GUTTER, P. COMPACTED SUBGRADE 3/4"-MINUS CRUSHED AGGREGATE BASE E 6" MINUS PIT-RUN SUBBASE Z O STREET SECTION: S. WAYFINDER AVE. U SCALE: NTS 74' RIGHT-OF-WAY TM CENTER SUBDIVISION ~N 23.5' TBC-CL 23.5' CL-TBC 2'2' MERIDIAN, IDAHO O k:---5' SIDEWALK 8' PLANTER 5' PLANTER 5' SIDEWALK CONCEPTUAL ENGINEERING PLAN U - 3:1 MAX. _ SLOPE TO EXISTING O 5 BSc,\ONAL fNC� � EN 16860 O 1' LAN DING, j ��/ \ \ � � � � � \�X/ � � � �� / �� Z s 5-1-20 o , TYP. q ENGINEERING � 6" VERTICAL CURB ASPHALT PAVEMENT 9C�TlF OF \�Pv 9233 WEST STATE STREET AND GUTTER, TYP. COMPACTED SUBGRADE 3/4"-MINUS CRUSHED AGGREGATE BASE /N PHONE(08)639-6939 Q 6" MINUS PIT-RUN SUBBASE kmengllp.com z aDATE: MAY 2020 PROJECT: 19-105 s STREET SECTION: W. COBALT DR. SHEET NO. I SCALE: NTS PP3.1 � d d TM CENTER SUBDIVISION PRELIMINARY PLAT VICINITY MAP : 1"=1,000' � j A PARCEL OF LAND BEING A PORTION OF THE NORTHWEST 1/4 AND A PORTION OF THE W. FRANKLIN RD. WEST 1/2 OF THE NORTHEAST 1/4 OF SECTION 14, TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO, 2020 - - - I -- -- --- - -- o � w CJ G z vi TM CENTER SUBDIVISION PRE-PLAT BOUNDARY W.FRANKLIN RD.— — — — — — — — — — — — — 1 TM CREEK O O O O O O O O O O O O SUBDIVISION NO.2 I I I I I I BLOCK3 COMMUNITY BLOCK4 BUSINESS (C-C) 0 200 400 600 10 O9 8O O OPEN DOOR RENTALS LLC TM CREEK R8580480020 Plan Scale:1"=200' SUBDIVISION NO.1 14 13 12 11 10 O O W.FRANKLIN RD. I I I TM CREEK INDEX OF DRAWINGS SUBDIVISION NO.4 ZONING BOUNDARY 11 12 13 14 SHEET NO. SHEETTITLE I PP1.0 COVER SHEET TEN MILE CREEK PP1.1 EXISTING CONDITIONS RESIDENTIAL 40)DENSITY 17 18 I PP1.2 EXISTING CONDITIONS TM CREEK 19 20 I PP2.0 LAYOUT PLAN SUBDIVISION NO.3 16 I PP2.1 LAYOUT PLAN PP3.0 CONCEPTUAL ENGINEERING PLAN 24 23 21 PP3.1 CONCEPTUAL ENGINEERING PLAN 22 L1.0 LANDSCAPE COVER SHEET W.COBALT DR.— — — — — — — — — — L2.0 LANDSCAPE PLAN 12 � 13 14 ZONING BOUNDARY BLOCKI PRELIMINARY PLAT DATA LEGEND > COMMERCIAL AREA(C-G) 18 17 16 15 BOUNDARY LINE SITE DATA O O o CURRENT ZONING C—G "-' z PROPOSED ZONING C—G OFFSITE PROPERTY LINE COMPREHENSIVE PLAN DESIGNATION COMMERCIAL, HIGH DENSITY Q BLOCK 2 RESIDENTIAL, MEDIUM DENSITY LOT LINE z 3 RESIDENTIAL SECTION LINE C—G LOT O O 19 20 21 22 O O O O5 ROW AREA AREA 5.2974ACRESS 10 LOT NUMBER GENERAL RETAIL& I TOTAL AREA 76.011 ACRES SERVICE COMMERCIAL TREASURE VALLEY INVESTMENTS LLC OVERALL LOT DATA 51214233680 TOTAL LOTS 47 uj(C-G) S.TEN MILE RD. COMMERCIAL LOTS 47 6 23 Q O O w COMMERCIAL AREA(C C) SURVEY CONTROL NOTES 25 24 SITE DATA Q CURRENT ZONING C—C, C—G 12 1. ALL SURVEY DATA IS BASED ON THE NAD83 STATE PLANE 10 11 PROPOSED ZONING C—C COMPREHENSIVE PLAN DESIGNATION MIXED USE COMMERCIAL, HIGH COORDINATE SYSTEM IDAHO WEST 1103 AND VERTICAL w NAVD88 DATUM. ( ) S V ANGUARO WAV O ^ C—C LOT AREA DENSITY ACREIS RESIDENTIAL ( ) COMMON LOT AREA 2.063 ACRES ROW AREA 1.376 ACRES O1 TOTAL AREA 39.013 ACRES BLOCK 5 O OVERALL LOT DATA TOTAL LOTS 29 18 17 16 15 14 LOTS 27 z COMMON LOTS 2 O O RESIDENTIAL AREA(R-40) 0 SITE DATA U DWT INVESTMENTS LLC CURRENT ZONING R-40, TN—R, C—C PROPOSED ZONING R-40 S1214233668 COMPREHENSIVE PLAN DESIGNATION MIXED USE RESIDENTIAL, S.TEN MILE RD. HIGH DENSITY RESIDENTIAL TM CENTER SUBDIVISION R-40 LOT AREA 13.596 ACRES N COMMON LOT AREA 1.531 ACRES ROW AREA 2.266 ACRES MERIDIAN, IDAHO O TOTAL AREA 17.393 ACRES COVER SHEET OVERALL LOT DATA DEVELOPER/OWNER TOTAL LOTS 10 O R-40 LOTS 9 BRIGHTON DEVELOPMENT INC. COMMON LOTS 1 2929 W. NAVIGATOR DR., SUITE 400 SSYONAL fnc/ a MERIDIAN, IDAHO 83642 ENS OVERALL SITE CONTACT: JON WARDLE O PHONE: (208) 378-4000 SITE DATA EMAIL: jwardle®brightoncorp.com 16860 z TOTAL SITE AREA 132.42 ACRES ,f, 5-1-20 ENGINEER SURVEYOR 7 1, Pao v E N G I N E E R I N G OVERALL LOT DATA l C) F OF �� !V�' 9233 WEST STATE STREET TOTAL LOTS 85 KM ENGINEERING 'y��NC K�N� BOISE,IDAHO 83714 C—G LOTS 47 9233 WEST STATE STREET PHONE(208)639-6939 C—C LOTS 27 BOISE, IDAHO 83714 kmengllp.com z R-40 LOTS 9 PHONE: (208) 639-6939CONT _ aCOMMON LOTS 2 EMAILACIkinseClo®kmeingl pT: LAHLIN L o'mPE Digitally signed by DATE: MAY 2020 PROJECT: 19-1os Lachlin C Kinsella,P.E. J s Date:2020.05.01 SHEET NO. Lu 13:19:26-06'00' P P 1.0 r1 4 12 W J—CT7 - ,rid-i' � - - 12 Sp_�.� 12W 12W i2 CFJ izw 2W -12W-n 7—izw 12"W 12"vi 1rW 12W ¢12"wV oP - _ " S` �_ Tl--- — — �6 — su — ��— — S� — 7o — —- - s0=_ — — — �- �D— — pp -- 12 w= — 1�— 12'W 12"W 12"W -B�� -12"W 12"W 12� 1 z"w 12"w 12"W" 12"w 12"W 17W -- S SD — — — o — D4 oa 1 W.FRANKLIN RD. o o a - 9"S 18"S 18"S 18"S 18"S— 18'S 18"S 1 W — — — — — — — — - S— 5 _ _ — 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 24"^I S ® 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI$24" S S 3 q ° 24"GI— 24"GI 24" 24 r-- 'GI I -I OVERHEAD POWER POLE 24" GRAVITY IRRIGATION MAIN OVERHEAD POWER LINE J' �; EXISTING SANITARY jjjjj�T I I in SEWER CLEANOUT �W - - - - ��/// OVERHEAD POWER POLE / OVERHEAD POWER LINE O I ® w FOR FUTURE CONNECTION - STANDPIPE I D° TEST PIT �� r EXISTING BUILDING O p AA � EXISTING E OWOFFWATER i^ 2� `D 711111111 FOR FUTURE WATER �r(n� o� CONNECTION r o 61 1, __ 1--- EXISTING VON LATERAL EXISTING BUILDING-- q�{� ___Ea�� ?S �� OVERHEAD POWER POLEEMD I \°I AVEL MA NTIENIANCE STNG BROAD I2585 /j STANDPIPE J \ I MAINTENANCE 2584 I /g I ¢ s I I I _--- ----- / -- • � - - i � 1 O" GRAVITY IRRIGATION PIPE - --- • + + OP —— _ TOP -- To ---_ P— _.Vt� 1 — I�TnC i-TVr Zl1C� Vrl�[ G—�J!"�_r.J�� v. irnD _ �,.. ra,,, roE rot *n� r ^P� --- ' W 2582 / .7< TVL _ �_1n-�•-ern — I ! °� _1 TEE CREEK-�ToF T_ �T ron- Toa eTor Tj, r 'Oi �vl- fUE TOE f 10E •1 i/�_��` �_ -•�_��-��/ .. — I —TOE TOE TOE r o Ol —- al-- 'OE =_TOE_-� n OV�—rnn nP Top--TUP Top `Top— Top- Top TOF �rVF— r, w ui \ �TO E` TOe t.✓ EXISTING 10' CITY OF • — • — • — . — . — - —`� _. --___- °•�� r TOE�rpE rUE—__-�T-' T- icL 0 � + _ _— ____—_ `Top TOE _O c o zn r�YJ MERIDIAN PATHWAY 12" GRAVITY IRRIGATION PIPE . . — • — --- --_- �` OP _ _ To_ T'..�ioF�j�� Top TO Qy - --• -- _'-_ i TEST PIT vi w ZONE A PER COMMUNITY PANEL NUMBER w / 16001CO231 H, NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP, REVISED zw I �¢I AND EFFECTIVE FEBRUARY 19, 2003. ZONE AAREA= w NO BASE FLOOD ELEVATIONS DETERMINED. -0, y51N h 01 �s� ro oLi C, N J Gp LO N U I I I I 1 I I I I I T I SEWER MAIN TO BE BUILT WITH THE s I R COBALT EXTENSION FUTURE SANITARY EXISTING BLOWOFF m „ ----IMPROVEMENTS - SEWER CLEANOUT FOR FUTURE CONNECTION o - „---------+ m e FOR FUTURE CONNECTION w_- " - .• .. — — COBALTA 1z"sue I EXISTING SEWER MANHOLE ° 8,.5 e•S a RIM:2585.68 zo - - INV:2570.17 EGFUT FORURE FUTUREWOFF TEST PIT CONNECTION EXISTING BLOWOFF U EXISTING SANITARY EXISTING BLOWOFF 8" WATER MAIN TO BE FOR FUTURE CONNECTION SEWER CLEANOUT FOR FUTURE CONNECTION BUILT WITH THE FOR FUTURE CONNECTION COBALT EXTENSION EXISTING SANITARY LEGEND oIMPROVEMENTS SEWER CLEANOUT FORFUTURECONNECTION a EXISTING FEATURES TM CENTER SUBDIVISION z s s s SANITARY SEWER LINE MERIDIAN, IDAHO O w w WATER LINE EXISTING CONDITIONS U 5 c c c GAS LINE —op—op— OVERHEAD POWER LINE O SS\ONAL r*0 LL 3 GI GI GRAVITY IRRIGATION LINE ��'i�' \CENSFO �! _ 0 100 200 300 0SEWER MANHOLEwv p 0 Plan Scale:1"=1001 x s 68 00 o z WATER VALVE < r Q E N G I N E E R I N G ® WATER METER 9� qTf�F 9233 WEST STATE STREET FIRE HYDRANT 'yC iN� K�N� BOISE,IDAHO 83714 PHONE(208)639-6939 POWER POLE kmengllp.com z a POWER BOX DATE: MAY 2020 PROJECT: 19-106 5 EP EP EDGE OF PAVEMENT SHEET NO. J Lu ED ED EDGE OF DIRT P P 1.1 d PI PI PI PI w a w ml EMo tG B � Ee== w'DD EA(TDR. m s EG/ EXISTING BLOWOFF i FOR FUTURE CONNECTIONso T — — — — TEST PI GRAVEL MAINTENANCE ROAD \ EG EXISTING BLOWOFF I FOR FUTURE CONNECTION GRAVITY IRRIGATION MAIN TO BE BUILT WITH THE COBALT EXTENSION �5 IMPROVEMENTS W � 2y76 EXISTING GAS MAIN Y 4� FUTURE BLOWOFF 4 co i o FOR FUTURE CONNECTION h GRAVEL MAINTENANCE ROAD Co �A3ED —EOF —E�FG` —.w-- -EC _ Ep ED \ _� —_— I \� E•o_ DED �ED FD �EE' KENNEDY Ep`TERAE----- EXISTING CORRUGATED METAL PIPE 2575 w I I Z I ri 257g I I i 2S, I a I 2574 2S � I �S� I EXISTING BLOWOFF S I FOR FUTURE CONNECTION 2S� 4 W W `y W- I - 3 S VAN(3UARD wAV 2572 _ EXISTING BLOWOFF r .p FOR FUTURE CONNECTION 1' 2571 I EXISTING GRAVITY IRRIGATION MAIN GAS MAIN I I 25�0 \� OVERHEAD POWER LINE -\ 15" GRAVITY IRRIGATION PIPE z TRANSFORMER a --------- ———— _y�------------------- z z r �- — s EXISTING SANITARY SEWER MAIN EXISTING GAS MAIN w _ ® ' � TM CENTER SUBDIVISION = z MERIDIAN, IDAHO O g EXISTING CONDITIONS SS�ONAL fNc ILL O �YCENSF� 7d 0 100 200 300 0 860 z Plan Scale:1"=100' s 5-1-20 E N G I N E E R I N G 9C� lF OF 9233 WEST STATE STREET .K�N� BOISE,IDAHO 83714 /NC a PHONE(208)639-6939 kmengllp.com z aDATE: MAY 2020 PROJECT: 19-105 s SHEET NO. J W PP1.2 W.FRANKLIN RD. 19.44' 1.93' 322.98' 9.00' O1 22,994 SF 541.70' 30.00' 179.97' 217.93' 178.83' 207.06' 218.44' 77.75' 66.67' 191.37' 135.17' 64.13' 199.30' 199.30' 199.30' 199.68' a ro m O � O p O O O O a0 O r r 32,751 SF 39,446 SF 32,193 SF 6 7 '� O a O r�i O4 �_ �? 37,081 SF 38,890 SF 25,587 SF 33,807 SF ^ 34,939 SF � 34,721 SF 34,502 SF ^ O O 34,284 SF 34,101 SF 179.97 217.93' 178.81' 207.06' 218.43' 144.42' 191.70' 199.30' 40.70' 158.60' 1 56.10' 143.20' 1 132.85' 66.45' 199.35' COMMUNITY CREEK SUBDIVISION ION NO.4 BUSINESS (C-C) rn BLOCK 4 BLOCK 3 � N 64,791 SF N 57 O O ui ,960 SF N 74,459 SF N 71,751 SF > Q M N h o W 14 0 13 12 `O n Y N d 79,666 SF a 95,635 SF a 11 m N n 78,357 SF 93,480 SF a O gO co 102,108 SF 69,480 SF v 94,861 SF z 240.00' 214.70' 275.57' 265.76' vi m U U� Q 2 -2 N rn _ w � 90 o _180.03___ ——_—_217.9T____ 69.30' _109.82"_ `� 56,607 SF N 54,374 SF N 13 m 68,865 SF N N--_--_--_ —————— ----207.64' 74,912SF N p ZONING BOUNDARY ----------- —==219.05' — — 14.41' 20.12' p ---- ---144.83'-- 20.15' TEN MILE CREEK -----_---- 191.10'— 10.12' 242.27' ------------ -------__ 15 133,5965E uwm 0 215.33' 196:7 4' o __ 461.16' 3.35' 197.36' ------------ --------- omm o -no. 275.88' 76.43' 200.72' ----- —__------_--_ z 200.72' -------___----- of 268.89, �z g 13.51' wa n Om ow 17 c� 18 it a N 53,077 SF of 19 `� N 49,677 SF 2 n c i (o HIGH DENSITY o a N 46,277 SF N 20 RESIDENTIAL (R-40) 51,929SF io 222,425 SF 200.00' 200.00' 200.00' 201.86' ") �g 00. n N 42,638 SF N N 21 `00 43,421 SF N 22 � p 34,399 SF 48,402 SF N M 32.00' 433.97' 200.02' 1 90.79' 109.52' ZONING BOUNDARY W.COBALT DR. 205.21' wam 13 MATCH LINE - SEE SHEET PP2.1 20.46' GENERAL RETAIL& SERVICE COMMERCIAL (C-G) 0 100 200 300 Plan Scale:1"=100' 0 U PRELIMINARY PLAT NOTES TM CENTER SUBDIVISION ~1. DEVELOPMENT IN THIS SUBDIVISION SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN N EFFECT AT THE TIME OF ISSUANCE OF A BUILDING PERMIT AS MODIFIED BY THE APPROVED SUBDIVISION PLAT. MERIDIAN, IDAHO O 2 ANY OF MERE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY LAYOUT PLAN U 3. IRRIGATION WATER HAS BEEN PROVIDED FROM NAMPA AND MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). A SECONDARY IRRIGATION SOURCE SHALL BE PROVIDED AND MEET THE CITY OF MERIDIAN O REQUIREMENTS. SSYONAL f4,c 5 4. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH STATES 'NO AGRICULTURAL �YCENSF� d� 0 o OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NON AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR UUqGo [cm z MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT < ,/T 5-1-20 �o Q OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF.' y '✓T P v E N G I N E E R I N G ('y F OF 9233 WEST STATE ET BOSE,IDAHO 5. RESTRICTIVE COVENANTS AND CONDITIONS RECORDED IN CONJUNCTION WITH THE FINAL PLAT WILL BE IN EFFECT FOR THIS //V C.K PHONE(208)639-6939 Q a SUBDIVISION. kmengllp.com z a 6. LOT 15, BLOCK 3 AND LOT 1, BLOCK 4 ARE COMMON LOTS. LOT 15, BLOCK 3 SHALL BE OWNED AND MAINTAINED BY THE DATE: MAY 2020 OPERATOR. LOT 1, BLOCK 4 SHALL BE DEDICATED TO NAMPA MERIDIAN IRRIGATION DISTRICT WITH THE RELOCATION OF THE VON PROJECT: 19-105 LATERAL. J s SHEET NO. L1J PP2.0 a 73.07' 73.26' 92.42' I I 130.21' 18.16' I 38.31' HIGH DENSITY 16a � 50.59' 2p4�j1' RESIDENTIAL (R-40) ZONING BOUNDARY 39.26' 11.22' MATCH LINE - SEE SHEET PP2.0 Cn 10 0 35,988 SF 25.72' > 35.05' 29.82' _ [2C12.95' 23.85' rn 5 8> 15.18' 39.16' W.COBALT DR. - 25,665 SF 11 0 25.72' 73.36' 23.85' 227.24" 252.02' 97.99' 147.53'63,7745E 3i 12 m 59.91' 305,76' 1 6.1 1' 52.60' o $5,440 SF 14.80' 7 41' 34.35' 169.00' 169.00' ^ 13 000 55.92' 78.36' 57.46' 24.18' 36.06' 39,620 SF rn 14 75.14' ^ 32,854 SF 40.92' 9.21' 49.64' 22.08' o 3.68' 38.02' 2.57' 3.85' o0 O2 O9 210.00' 210.00' 127108' 10.20' rn 210.00' 200.40' `�31.95' a 33,293 SF 33,293 SF O N O ID ^ 71,869 SF 121,161 SF M 0 4 18.58' 119,729 SF M 134,9044 SF ^7� rn l BLOCK 1 72.91' N V 169.00' 169.00' 00 0 18 0 0 N 17 � 16 vi 15 N 47,2$0 SF N 47,250 SF N 47,250 SF N 45,997 SF oN M LJ o^ O o O `2 N 212.81' 350.00' 350.00' 362.09' rn ^ 33,293 SF °' 33,293 SF 210.00' 210.00' 210.00' 205.13' z a ^n GENERAL RETAIL& 169.00' 169.00' "� SERVICE COMMERCIAL o 51.00' CITY OF o (C_G) BLOCK 2 N MERIDIAN UTILITY EASEMEN 0 r 77.00' 19 0 20 0 0 47,250 SF N 47,254 SF N N 22 O$ a O 0 0 0 0 80,409 SF n 122,500 SF n o ^ O ^o O 55,990 SF N 50,086 SF 0 122,00 SF a 121,0004 SF °i 33,293 SF 33,293 SF L 16.83' 211.42' J ---- ---------- 166.53' 43.47' 123.05' 70.14' \ 175.32' in z 9.51 0 \ 224.67' 0 �- 169.00' 169.00' -- -------- 78.94' n N 35.57' ------- `43.16' 14 28� 312.54' 350.00' 350.00' 341.90' 0 6 / I 80.48' 23 gOgO 24.30' / $2,111 SF O 30,093 SF 32,378 SF / / 74.00' o � p 72.03'/ / 45,312 SF `� 24 1N6P 37.95' / $5,538 SF O O 82.83' 86.41" 1A 37.95' 0 1p o 11 0 0 0 111.71' 14.73' 0 0 0 12 0 0 13 93,761 SF 105,000$F 105,000 SF 102,$69 SF n 1>.83, 38.79' 101.55' O9 6.06' 75,970 SF S VANGUARD wAV ess9 t.sT 2 20?. 79.91' 8192' 25.97' ui 192.75' 52.56' 368.04 Q 312.54' 350.00' 350.00' 341.90' � 89.29' 17S.82' 20.41' 19.91, w Y 46.03' 0 _ S>28• 27.45' 36.16' Q 1 8 31.33' 41,409 SF 0 0 .. 2 00 BLOCK 5 28,731 SF 33.93' m vi 224.16' 12.83' 24.60' 259.53' 8.37' in 3.13' 18 ri 17 16 `O 0 `O ul 49.29' 100,272 SF N 92,290 SF N zn rn 15 No 14 ,� 104,349 SF N 105,401 SF n 103,978 SF 0 m 0 O 0 O N 86.55' N 33,659 SF 36,922 SF 34.82" 38.54' 224.16' 224.16' 248.13' 312.55' 350.01' 350.01' 341 91' 0 100 200 300 Plan Scale:1"=100' 0 U TM CENTER SUBDIVISION N MERIDIAN, IDAHO O LAYOUT PLAN U O g OC E N SF�cad 0 9 O z aTg512o lam < �o Q ENGINEERING 9C) lF OF SAP!V� 9233 WEST STATE STREET /NC.K�N� BOISE,IDAHO 83714 a PHONE(208)639-6939 kmengllp.com z aDATE: MAY 2020 PROJECT: 19-105 s SHEET NO. J Lu PP2.1 RD. I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GI GI GIB GI GI— —0 GI GI O c1 c1 cl a clISTI SANITARY cl SEWER SEWER CLEANOUT CONNECT TO EXISTING FUTURE VON LATERAL WATER MAIN RELOCATION 0 0 0 0 0 0 I - I I I � I BLOCK 4 I I I I BLOCK 3 7 TM CREEK SUBDIVISION NO.4 14 13 12 8 I w a o H �¢ 3 z� z 11 u ¢ v 12 13 14 0 100 200 300 a — — — — _ — --- -- --- — — Plan Scale:1"=100' - - LEGEND — — ----------------------------�—er�O TEN MILE CREEK _ y L 71 - �--- BOUNDARY LINE E- - I OFFSITE BOUNDARY LINE PROPOSED LOT LINE EP— � vai 2 O FOUND 1/2 INCH REBAR FOUND 5/8 INCH REBAR SPIKE 20 PROPOSED IMPROVEMENTS O —s s s— SEWER LINE w w WATER LINE SEWER MANHOLE y --2645 PROPOSED CONTOUR IV I O I O' EXISTING FEATURES I s s s SANITARY SEWER LINE 24 23 21 w w WATER LINE 22 O c c c GAS LINE —op—op— OVERHEAD POWER LINE GRAVITY IRRIGATION LINE SEWER MANHOLE MATCH LINE - SEE SHEET P P 3.1 • I WATER VALVE ' O - - - - - - - - - - _ _ - WATER METER e FIRE HYDRANT POWER POLE POWER BOX EP EP EDGE OF PAVEMENT 74 RIGHT-OF-WAY Ec Ec EDGE OF GRAVEL 0.5' 23.5' TBC-CL 23.5' CL-TBC 4 5' 3:1 MAX. 5' SIDEWALK 8' PLANTER 8' PLANTER 10' SIDEWALK SLOPE TO EXISTING �A 7A �A 7A/�A/\/��/�A/�A \ \ O O O O O \ 1' LANDING, //i0/00/O 000 0000 O/i�00��000 TYP. 6" VERTICAL CURB ASPHALT PAVEMENT o AND GUTTER, TYP. COMPACTED SUBGRADE 3/4"-MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT-RUN SUBBASE z O _ STREET SECTION: S. NEW MARKET AVE. u SCALE: NTS PRELIMINARY ENGINEERING NOTES DC 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. WATER MAINS WILL TM CENTER SUBDIVISION ~BE LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING WATER MAINS N 2' CLEAR 10' WIDE PATHWAY 2' CLEAR IN W. FRANKLIN RD., W. COBALT DRIVE, S. NEW MARKET AVE., AND S. WAYFINDER AVE. Z 16' WIDE MERIDIAN, IDAHO O 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROPERTY 4' SHOULDER 8' NMID GRAVEL MAINTENANCE ACCESS ROAD 4' SHOULDER WILL BE SERVED BY THE CONNECTIONS AT W. FRANKLIN RD., W. COBALT DR., AND S. WAYFINDER AVE. CONCEPTUAL ENGINEERING PLAN U r z -- 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND WILL BE REFINED o -III—III III - -I '._ ---- III III III III - DURING O FINAL DESIGN. �``SgYOCENSfNc�! - III—III III—III I I 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE O F. - - III III III ,III III III WITH THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN z �REQUIREMENTS. QGO III UU III III—III III-III IIIIII—III_ EXISTING WETLAND -III III III - 5 DESIGN. AND GRAVITY IRRIGATION IMPROVEMENTS SHALL BE DETERMINED DURING FINAL < l 5-1-20 Q E N G I N E E R I N G III ASPHALT PAVEMENT CREEKATION, TEN MILE 3/4° MINUS CRUSHED AGGREGATE BASE 9 �' o —III 6" MINUS PIT-RUN SUBBASE O qTf OF ��F!vim' 9233 WEST STATE STREET NON-WOVEN GEOTEXTILE FABRIC. AGGREGATE MINUS CRUSHED COMPACTED SUBGRADE 6 STANDARD CONSTRUCTION MERIDIANTHE FOLLOWING CONSTRUCTION IMPROVEMENTS DRAINAGE;SEWER;(ANCE WITH THE AND PRESSURE y�/N C.K�N� ROINE,IDAHO 83714 9-693 a AGGREGATE BASE IRRIGATION. PHONE(208)639-6939 MATERIAL kmengllp.com z w 12" SUBGRADE 7. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS TO BE DETERMINED DATE: MAY 2020 a DURING FINAL DESIGN. ASPHALT PATHWAY SECTION TYPICAL NMID GRAVEL MAINTENANCE ACCESS ROAD PROJECT: 19-105 J 8 NTS SCALE: NTS SHEET NO. Lu PP3.0 I � e ' MATCH LINE - SEE SHEET PP3.0 - — — — — — 10 �- — — — — W.COBALT DR. - - - --- - — Om I 8"s.. .....8"s - 8"s. 11 _ ._ e� -- — \ . 12 EG—EG EG EG T EGG EG EG t EG EG 7—EG EG EXISTING SAN CONNECT TO EXISTING ITARY �� B7v ' KENNEDY LATERAL WATER MAIN SEWER SEWER CLEANOUT m m I CONNECT TO EXISTING GRAVITY IRRIGATION STRUCTURE / z 9 I I O 2 3 q � /'• I � ml O O O BLOCK 1 I Iw zBLOCK 2 I I Ny I 3 19 20 21 22 O O O O L-------- — -- — --_ I a"w a"w a'w a"w a••W a•'W — a"s a"s a"s a"s e"s e"s a w CONNECT TO FUTURE 0 0 ----- ———————— ------ WATER MAIN / CONNECT TO FUTURE SANITARY � 4 O / / SEWER SEWER CLEANOUT $^s 1 23 i / y / m I s 8,• VANGUAR 5� D WAV e a I T I Na ` W I \ I cc BLOCK 5 I � I W d9 18 17 16 1S 1q Nz 0 100 200 300 Plan Scale:1"=100' 3 I d9 I CONNECT TO EXISTING SEWER MAIN 77' RIGHT-OF-WAY 2' 23.5' TBC-CL 23.5' CL-TBC 2' 3:1 MAX. k:---5' SIDEWALK 8' PLANTER 8' PLANTER 5' SIDEWALK SLOPE TO EXISTING 1' LANDING, TYP. / A AA/,� / 0 6" VERTICAL CURB ASPHALT PAVEMENT AND GUTTER, P. COMPACTED SUBGRADE 3/4"-MINUS CRUSHED AGGREGATE BASE E 6" MINUS PIT-RUN SUBBASE Z O STREET SECTION: S. WAYFINDER AVE. U SCALE: NTS 74' RIGHT-OF-WAY TM CENTER SUBDIVISION ~N 23.5' TBC-CL 23.5' CL-TBC 2'2' MERIDIAN, IDAHO O k:---5' SIDEWALK 8' PLANTER 5' PLANTER 5' SIDEWALK CONCEPTUAL ENGINEERING PLAN U - 3:1 MAX. _ SLOPE TO EXISTING O 5 BSc,\ONAL fNC� � EN 16860 O 1' LAN DING, j ��/ \ \ � � � � � \�X/ � � � �� / �� Z s 5-1-20 o , TYP. q ENGINEERING � 6" VERTICAL CURB ASPHALT PAVEMENT 9C�TlF OF \�Pv 9233 WEST STATE STREET AND GUTTER, TYP. COMPACTED SUBGRADE 3/4"-MINUS CRUSHED AGGREGATE BASE /N PHONE(08)639-6939 Q 6" MINUS PIT-RUN SUBBASE kmengllp.com z aDATE: MAY 2020 PROJECT: 19-105 s STREET SECTION: W. COBALT DR. SHEET NO. I SCALE: NTS PP3.1 � d d