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CC - Site Plan t NE CORNER PLAT OF GEMTONE CENTER NO. 3 GEMTONE CENTER NO. 3 CURVE TABLE GEMTONE CENTER NO . 5 .W NUMBER DELTA RADIUS LENGTH TANGENT CHORD CHORD BRG. A SUBDIVISION EXISTING UTILITY EASEMENT , „ , " EXISTING 50' RAD. TEMPORARY C1 89'34 06 444.28 694.53 440.94 625.93 S 45'18 57 W �.• I TURN-AROUND EASEMENT TO CITY OF MERIDIAN SEE DETAIL A� A PORTION Or THE EAST 1/2, SECTION 8, T.3N., RA E., B.M., " S I SEE INSTR. NO. 8529458 (INSTRUMENT NO. 8537988) C2 90*25'13" 20.00 31.56 20.15 28.39 S 44'41'24" E - ,. - S 01 �9 MERIDIAN ADA COUNTY IDAHO _S_8_9'54 01__E 583.0_0______ __ C3 90'2513 20.00 31.56 20.15 28.39 S 44'41 24 E t22i&700' E. STATE AVENUE ao �56.03 C4 21'10'34" 444.28 164.20 83.05 163.27 S 79'30'43" W 2004 - N N 89*059' E C5 68'23'32" 444.28 530.32 301.89 499.39 S 34'43'40" W 12 . S 8954'01" E 582.36� 7' 9 „ _ _ _ _ _ _ N _ \ C� �•� � � C6 49'06 00 60.00 51.38 27.41 49.86 S 63'16 52 E 100 50 0 100 200 300 9. 4 26 00 - -1'f0�f0'- - - �2�0�'- - �0�84" - 20.03' 1 TEMPORARY EXISTING 10' MOUNTAIN STATES TELEPHONE- \ / N 1 AROUND EASEMENT & TELEGRAPH CO. EASEMENT IRRIGATION EASEMENT O \ / SEE INSTRUMENT (INSTRUMENT NO. 9034208) 1� SCALE IN FEET I N0. 104106173 _ I� 1 Z UNPLATTED °$1 o o 1, 10 !r NOTES M i Q 1 N / `� DETAIL A 1. EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR I Z N.T.S. \ PUBLIC UTILITIES, PROPERTY DRAINAGE, SEWER AND STREET LIGHTS OVER THE TEN WL w o o N o o - W - } I W o 10 FEET ADJACENT TO ANY PUBLIC STREET. THIS EASEMENT SHALL NOT 10 • 2 ro ' 3 � 4 rh -� `6 o 6 I 13 V °O I PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO PW)!�1c to Loo 00 ' � o � CN o '� ro �o M 3 I Y 104 W 5.04 EACH LOT. z z z o N U Z 0 �z II ( O 'L��'A", 2. UNLESS OTHERWISE DESIGNATED OR DIMENSIONED, THERE SHALL BE A FIVE (5) $1 Z BLOC 5 SEE DETAIL B i • 1 O ~ Jtj;st�;\ _ / FOOT PROPERTY DRAINAGE, UTILITY CONSTRUCTION AND MAINTENANCE EASEMENT Z / N Z 1 N W ��,, 028•00 28_00 ADJACENT TO ALL LOT LINES INSIDE THIS SUBDIVISION WHICH DO NOT FRONT A PUBLIC STREET. 1 10' PUBLIC UTILITY / 2812$. \ I 3. BUILDING SETBACK DIMENSIONS IN THIS SUBDIVISION SHALL CONFORM TO THE ` y APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, EASEMENT i / 15.00 ,� S 00*09 29 W IN EFFECT AT THE TIME OF ISSUANCE OF A BUILDING PERMIT. -99.78- - 4 -120.00- - - -120.00- - - 120.00- `L � �' S 89501" E 399.98' 45.00 4. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING o eh -- -- -- -- -- -- I REGULATIONS IN EFFECT AT THE TIME OF THE RESUBDIVISION OR AS ALLOWED BY CENTER 1/4 CORNER o ! 8 9 CONDITIONAL USE PERMIT. FOUND RESET BRASS CAP _ _ __E. S 89'54'01" E_ 490.83'__ _ \ PLS 5710 138.96' _ 448.45' 1536.80' - CPAf N0. 104152659 - •- -• - - � - -- -- ----- , 0o E PINE AVENUE C4��VrN \ N 89'54'01" W 587.41� 5. THE OWNER SHALL COMPLY WITH IDAHO CODE SECTION 31-3805 OR IT'S Imo/ PLS 5710 S 00'05'41" / PROVISIONS THAT APPLY TO IRRIGATION WATER. , 1/4 CORNER / 1 330.68 ' 15.00 / UNPLATTED FOUND BRASS CAP / O 6. THE LOT OWNER IS RESPONSIBLE FOR THE MAINTENANCE OF ANY IRRIGATION OR 1 I \ /� CP&F NO. 101109939 / Q DRAINAGE PIPE CROSSING SAID LOT UNLESS SAID RESPONSIBILITY IS ASSUMED BY III \ 00 / 0 AN IRRIGATION OR DRAINAGE AUTHORITY. �20' BUILDING SETBACK 1 I - - - - - - -T!- - -- - - - - - - -- - - - - - - - - N 89'54'01" W 2615.04- - - - - - -- ---- - - -- - - - - - -/ 7, THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF SEE NOTE 13 I (BASIS OF BEARING) W 12 INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. ,V JIBLOCK 6 AFFIDAVIT 107044341 _ Q 8. TEN (10) PERCENT OF THE GROSS LAND AREA OF EACH LOT SHALL BE 1 1 i That the vacation of a 10 foot wide property drainage and utility easement \ W PROVIDED AS COMMON OPEN SPACE/LANDSCAPED AREA AS REQUIRED BY CITY located on portions of Lots 5 & 6, Block 5 is hereby vacated. / \ ORDINANCE SECTION 1 1-9-607. IRRIGATION j* / \ EASEMENT DETAIL B 9. WARRANTY DEED #9047045 RESERVING UNTO (UPLAND INDUSTRIES J� 11 10' / N.T.S. O CORPORATION), ITS SUCCESSORS AND ASSIGNS, FOREVER, ALL MINERALS AND ALL 1 I Ll Z MINERAL RIGHTS OF EVERY KIND AND CHARACTER KNOWN TO EXIST OR HEREAFTER � / \ DISCOVERED...FOR THE LAND INCLUDED IN THE 74.35 ACRE SITE OF WHICH THIS ---------11104' LaiT 1 SUBDIVISION IS A PORTION AND THOSE 154.50 ACRES LOCATED IN THE NW 1/4 OF O l 1 J� \ / Z SECTION 9, T.3N., R.1 E., B.M., CONVEYED TO GEMTONE, INC., IN AUGUST OF 1990. \\ \ ` 10. LOTS 1 THROUGH 6, BLOCK 5 WILL NOT HAVE DIRECT LOT OR PARCEL I Q , I 1 \ \ ' Q ACCESS TO E. PINE AVENUE. L \ \ I I� O• u1WAlR5W I W ' 1 , \\ \ \ O } l 11. A CLEAR VISION SIGHT TRIANGLE WILL BE PROVIDED AT ALL STREET P1W z 27.0_ S 89'28'11'�E I 120.00' " ��ti �k,O I INTERSECTIONS PER MERIDIAN CITY ORDINANCE. WITHIN THIS TRIANGLE, NO I I 7&% \ 15.00 S 86 49 51 _W_160_94 ----- OBSTRUCTION HIGHER THAN 36 INCHES ABOVE THE TOP OF PAVEMENT WILL BE g 1 I I 0 1 U I 01 50.0 '*\ p\ \ ------ -------- _ �h��0 U I ALLOWED, INCLUDING LANDSCAPING, BERMS, FENCES, WALLS OR SHRUBS. � 1 I Q- I Q I 1�r N L5 \\ \ \ •..................151.43.. ............. .•.' I N 12 I '� r) LS 56 , „ I/ 12. LOT 1, BLOCK 5 AND LOT 1, BLOCK 7 ARE OPEN SPACE COMMON LOTS UNPLATTED I I SET CAP I I J o �? 8_8*28 39 E PLS 8793 \ RESERVED FOR LANDSCAPING AND STORM DRAINAGE FACILITIES. THESE LOTS ARE Z ^ 201,�rs E. PINE AVENUE Z SERVIENT TO AND CONTAIN ACHD DRAINAGE SYSTEMS, AND ARE ENCUMBERED BY W I ---------------/ I I J \`�\ \ THAT CERTAIN MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED 1 - - - - - - - - - - �L10 \ \ems?• -PLS 5710 -- 1 96 -- / ON JUNE 1, 2004 AS INSTRUMENT NO. 104068411, OFFICIAL RECORDS OF ADA _ 1 \ \�c� _�` COUNTY, AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN E. COMMERCIAL STREET I CENTERUNE SNYDER LATERAL y \ 4 _ FULL(THE MASTER-----------------= AS DESCRIBED IN INSTR.V97771 \ \�\ \ - PLS 5710 S 00*05*41~ W / DRAINAGE SYSTEMS ARE MGRANTED ETO ACHD PURSUANT TO SECTION 040 2303RIDAHO O 1 I RIGHT OF WAY DESCRIPTIONS FOR \ 1 \ 15.00' MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE I i�1in $ L9 NAMPA MERIDIAN IRRIGATION DISTRICT \ \ / STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE OWNED BY GEMTONE, INC. ZI _ V �Icv N 1 11 1 I 13. LOT 1, BLOCK 6 IS SUBJECT TO A 20-FOOT BUILDING SETBACK ALONG THE fT I 04 I 1_ WESTERLY LOT LINE. A CITY OF MERIDIAN REQUIREMENT. UNPLATTED -------------- 1&04' BLOCK 7 19 � � I L 1 DMA �AtV > I M\ \ ~' I 2 13 LINE TABLE LEGEND c,5� I TE Q DAROL'S PATCH g h 364.51'* ___ -__ �w LAYNE INDUSTRIAL I OU 1 \ z l I� NUMBER BEARING DISTANCE Boundary Line o o cn\ \ SUBDIVISION Z I 1 \ \ \ 1 1 ,- L1 S 89'28'11" E 6.50' Right-of-Way Line 9 PARK I --� E. QOMKkERCIAL STREET I 1 • 10' IRRIGATIONL2 S 00'31'S4" W 48.15' - - a Centerline EASEMENT , » , T I Q 1 \`ti°\,tid\ 1 is N L3 S 44'28 09 E 42.43 r t 4$ 1 I Lot Line 1 ; L4 S 89'28 11 E 13.50 - - - - - - _ Easement Line/Right of Wa EL E Z i I S 88'28'39�Ea1�90' PLS 8793 I I L5 N 89'28'11" W 13.50' Y -------------J/ I PLS 5617 \ s I L6 S 45'31'S1" W 42.43' --- Clear vision Sight Triangle - See Note 11 L7 N 00'31'54" E 40.32 --� I \ ^! 1 • Real Point of Beginning, Found Brass Ca E. COMMERCIAL STREET \ �\ \ I 5' LANDSCAPE EASEMENT L8 N 00'31 54 E 57.49p BRIGGS ENGINEERING, INC. ----------------- I BLOCK 7 \ J \ ------ - -__ - - - - - - - SET CAP L9 S 89'54'25" E 6.50' 1 --� -r�-�__ - � Found Brass or Aluminum Cap (as noted) Consulting Engineers \ \\ �88'2839 W 25200 L10 N 89'28'11" W 43.50' Set 5/8"x30" Rebar with Plastic Cap Boise, Idaho 1 1 \ �� FOUND ALUM CAP " , DAROL'S PATCH I 2 �\ \ '`'o L11 S 00'31 54 W �-AB- SUBDIVISION I \ CENTER-SOUTH 1/16 CORNER UNPLATTED 27 24 '* • Set 1/2"x24" Rebar with Plastic Cap GEMMNE, INC. C.Ph F. NO. 102003707 U.P.R.R. TRACKS * " R AFFIDAVIT # 105004392 o Found 5/8 x30 Rebar PLS 4998 or Noted Boise, el I er 1/12/05 Boise, Idaho SHEET 1 OF 2 30311PLT. WKB 12/07/04 BOOK it6 , PAGE . SCENTSY COMMONS IS 89.J9'03" W........................................................ L ................................................................................. SUBDIVISION ...---•••• o A PARCEL BEING A PORTION OF LOT 1, BLOCK 6 OF GEMTONE CENTER NO. 5, AND A PORTION ......... . 2 E. PINE AVE OF THE SE N OF SECTION 8, TOWNSHIP 3 C 114 — — — — — — — NORTH, RANGE 1 EAST, BOISE MERIDIAN, h 2s.os' `� N 8939'03" E 1921.09' MERIDIAN, ADA COUNTY, IDAHO ��� - - - - - - - - - -.« 651_80' - - - - - -- - - - J-} �,�2- - - - - - - - - - - 548.50' - - - - - - - - - - - - - - - - - - - - - 2015 25' LANDSCAPE BUFFER, / 20' PUBLIC UT/LITY� 2p' 25' LANDSCAPE SE£ NOTE 9- SEE NOTE j j EASEMENT, INST" NO. ` 110097833,• AND 20' I N IRR/GAT/ON EASEMENT, CITY OF MERIDIAN-] I--10 I I I SEE NOTE 11 WA TER EASEMENTINS T NO. 2014-075849 f� II I z I — - - - - - - - - _— J L = - - - - - _ _ �� - - - - — — — — — — — — — — — 28' - - �ZN �\\ W / SEWER EASEMENT -20' 3 INS NO. 98093363 Z Z N �, II I I ®s W I I O I I W \ II I+ I v o =�" II I �'"' 0 50 100 200 o I I I ( CITY OF MERIDIAN WA TER �Z Z o II (I I W EASEMENT, INST. NO. I I Z II I I 112082270 p i LEGEND II o col --I I---5'DRAINAGE, UTILITY CONSTRUCTION, I ® FOUND S/8" IRON PIN WITH PLS & MAINTENANCE EASEMENT AS PER I I Z I 1 11 1$ PLASTIC CAP, OR AS NOTED GEMTONE CENTER NO. 5 PLAT I ( W I ( O SET 1/2" IRON PIN WITH PLS 1 1 1 18 i I N ( PLASTIC CAP 10.0 I I I BL OCK 1 o W 10' IRRIGATION EASEMENT AS PER I I 28' p I Z W SET S/8" IRON PIN WITH PLS 1 i 1 18 �) GEM TONE CENTER NO. 5 PLAT I I o ) I Q ® PLASTIC CAP j \ FL CITY OF MERIDIAN WA TER I W Y L I I �y \ �45q. 20' ( ; W® EASEMENT, INST. NO. - © FOUND BRASS CAP MONUMENT 112082270 �- - I W rn FOUND ALUMINUM CAP MONUMENT 'K ��� \ \ p' 4' I W o W o W I�� \ '� \ �G�' VP11 70' WA TER, unc/rY, I ( � � = C 26 ^ o CALCULATED POINT o 2, L 7 \ � \ �� �911 & ROAD EASEMENT - I - J O \_ �_5� 1 INST. NO. 100017941 I I W Z 10 I` = Z SECTION LINE gyp. - - - - - - - - - - - - - - - - - - �> - - - - - -,- - - - - - - - - - - - - - - - - - - - - - - - — — — — — - - - - - - - - - - - - - - - - - -I —C - - - - - -N- - o rr - - - - -o �n - - — — CENTERLINE W F5p' INGRESS/EGRESS EA SEMENT C - - -' - - - - - - - - - - - - - - - - -N— — `�_ `f � - - -_ _ _ _ - - - - BOUNDARY LINE - - - - - - - - - - - - - - - - - - - - - - - - - - �. Z 0 INST. NO. 7640090 - - - - - - ^- - - Q + 136.62 \.... \ 62822 L` — � - - - - - - - - - - - - - - E. 664&2ERCIAL ST. (PRilv'4 ) - - � — o LOT LINE N 88'55'23" Ws22.14' 1169.63 ............................... SURVEY TIE LINE (S 8828 27" £) E. COMA/ERC/AL_ST. --I-2o' - — — — — — - EASEMENT LINE SETBACK LINE ANG — — LANDSCAPE BUFFER LINE I LOT NUMBER I ( (100.00 RECORD DATA GEMTONE CENTER NO. 5 UNPLA TTED O I I ') � I I LINE TABLE o I I LINE LENGTH BEARING I I CLAN N L1 74.43' S 717034" W i I O �� S £ ` L L2 50.00 S 102 07 W Z ao J �u 20'CITY OF MERIDIAN WA TER = o L3 74.24' S 693100" E h( EASEMENT, INST. NO. p L4 13.77; S 69 31 00;, E o p I I 112082271 a 1 1 1 18 L5 60.47 S 693J 05 E I CLINTON W. HANSEN N� 1 �o PLS 1 1 1 18 L6 97.08' N 005'17" E p O I C) L7 146' N 89 55 00" W Z I I ` 3. �� lF OF L8 42 49' N 44 5455" W �" J �0/y W. L 9 1 48.11 N O 05'17" E L 10 6.50' N 89 55'00" W L 11 28.25' S 457630" E L 12 28.44' N 44 51'22" £ L 13 28.53' N 44 25'50" W L 14 50.00' N O 03'42" E L 15 56.67' N 237929" E L16 64.55' N 135520" £ Land Surveying and Consulting L 17 62.33' N o 2102" w CURVE TABLE L 18 23.64' N 42 51'35" £ 231 E. STH ST., STE.A L19 37.53' N 4454S5" w CURVE LENGTH RADIUS DELTA CHORD BEARING MERIDIAN, ID 83G4Z L20 224.19' IN 397024" W Cl I 41.33' 1 60.00' 392809 40.52' 1 N 585428" W (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz SHEET 2 OF 5 JOB NO. 13-39