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Revised Prelimary PlatFj N 45048'59" E F------ Ttio \%,per F 6,066 Sq Ft 0.139 Ac. \ f Ac. i ,/ 3,115 Sq Ft `.6-y1r 0 072 Ac \ \ �' L-9 2,252 Sq Ft 0.052 Ac. LINE TABLE CURVE TABLE BEARING LENGTH L-1 CURVE RADIUS DELTA LENGTH BEARING L-3 CHORD C- 1 1728.57' 6°32'26" 197.32' S 28°29'23" W 197.21' C- 2 1244.00' 7 °38'02" 165.75' S 44 °32'43" W 165.63' C- 3 246.00' 33006'01" 142.12' S 17°00'50" W 140.15' C- 4 1216.00' 14°47'54" 314.07' S 40057'47" W 313.19' C- 5 776.00' 8°56'40" 121.14' S 52050'04" W 121.02' C- 6 1302.62' 7040'32" 174.50' S 61°08'39" W 174.37' C- 7 269.72' 25024'25' 1 119.60' S 77'41'08" W 118.63' C- 8 297.72' 19°43'39" 102.51' S 80931'30" W 102.00' C- 9 222.00' 90°00'00' 348.72' S 45°23'20" W 313.96' C- 10 222.00' 90000'00' 348.72' S 45°23'20" W 313.96' C- 11 250.00' 24020'10" 106.19' S 78-0-13" W 105.39- C- 12 1306.62' 39'16'02" 895.48' S 46.25'04" W 878.06' C- 13 1 250.00' 9°45'21" 42.57' S 21°54'21" W 1 42.52' Fj N 45048'59" E F------ Ttio \%,per F 6,066 Sq Ft 0.139 Ac. \ f Ac. i ,/ 3,115 Sq Ft `.6-y1r 0 072 Ac \ \ �' L-9 2,252 Sq Ft 0.052 Ac. LINE TABLE Sq FT 0.630 Ac. LINE BEARING LENGTH L-1 S 27°11'43" W 54.87' L-2 S 44 ° 11'01" E 16.08' L-3 N 44011'01" W 16.97' L-4 N 44°11'01" W 4.95' L-5 S 45048'59" W 52.00' L-6 N 44 ° 11'01" W 16.13' L-7 S 54°37'47" W 131.55' L-8 S 83°33'51" W 62.09' L-9 S 00°23'20" W 29.49' L-10 S 44 "45'48" W 60.46' L-11 S 00°32'34" W 27.75' L-12 N 89°27'28" W 59.68' Fj N 45048'59" E F------ Ttio \%,per F 6,066 Sq Ft 0.139 Ac. \ f Ac. i ,/ 3,115 Sq Ft `.6-y1r 0 072 Ac \ \ �' L-9 2,252 Sq Ft 0.052 Ac. S 89036'40" E 38.00' S 89036'40" E 448.40' N 45°23'20" E J.238 35.36' \ 0.074 Ac. W w S 89°36'40" E 537.61' - - S - �-- - 3S.48 7" 109.58' - - - - _124.74' N 45 ° 48'59" E / T __---- - - - - - 21.53 21.50' 27.26' 140.00 �4� E. ENSENADA DRIVE I II m © m3.968 Sq O a A Ft N 48021'44" E �t' �� I 20550 Ac.Ft 28,154 0.6465A . Zo,. 102.49' \` u Fj T e0\oZ / I I 124.74' 146.74' LS -1 II \ 140.00 A \,� 3,216 Sq Ft / 0.074 Ac. Ar 0� / 11,557 Sq FT 0.265 Ac. I I I � _ C) fyo U s Sq FT 0.630 Ac. E'::E?!`i.t-l0lll`I: T E_:::i T S 89036'40" E 38.00' S 89036'40" E 448.40' N 45°23'20" E J.238 35.36' \ 0.074 Ac. W w S 89°36'40" E 537.61' - - S - �-- - 3S.48 7" 109.58' - - - - _124.74' N 45 ° 48'59" E / T __---- - - - - - 21.53 21.50' 27.26' 140.00 �4� E. ENSENADA DRIVE I II m © m3.968 Sq O a A Ft N 48021'44" E �t' �� I 20550 Ac.Ft 28,154 0.6465A . Zo,. 102.49' \` u Fj T e0\oZ / I I 124.74' 146.74' LS -1 II \ 140.00 A \,� 3,216 Sq Ft / 0.074 Ac. Ar 0� / 11,557 Sq FT 0.265 Ac. I I I � _ C) fyo U m o In in \ o �Jzt I �. I � y 25 ------------------- N N 89°27'26° W 1340.99' 36 �o / / ON / I / I I I I I I I N. PRICE AVENUE I .c 20' LANDSCAPE u EASEMENT Q BLOCK 3 680,401 Sq F1 15.620 Ac. 0 n N 0 LS -3 9,530 ,53 0Sq Ft 25' LANDSCAPE 40.14' 0.EASEMENT 32.47' 516' I �I 15.86' 174.82' Iln NIS BLOCK 1 14,235 Sq Ft 0.327 Ac. 7fyj I 10' LANDSCAPE EASEMENT 0 o Iia m O m O �" 24,083 Sq Ft 28,331 Sq Ft cP 0.553 Ac. 0.650 Ac. 25' LANDSCAPE EASEMENT I 124.74' 146.74' N. DYVER AVENUE I II - O III 4 0 3O fZD II � 24,017 Sq Ft O` 28,263 Sq Ft 111 0.551 Ac. 0.649 Ac. III I III 16.30' 16.54'111 --113.05'-------135.07'--�II w 337.48' 25 30 PRELIMINARY PLAT OF PARAMOUNT SOUTHEAST - LAYOUT N A PORTION OF THE SE 1/4 SE 1/4, SECTION 25, m'3 6 T.4N., R.IW., B.M., NIN MERIDIAN, ADA COUNTY, IDAHO 38' 60 (n 2015 80 40 0 80 160 240 I SCALE IN FEET I" = 80' W s Sq FT 0.630 Ac. N s O - o S - Ln r o I I 18,725 Sq Ft s 1 Q U N I m I_ I I 4 56' 0 204.00' 204.00' I I 138.74' 160.74' - -----204.00'_- -- 0 31.548 Sq Ft 0.724 Ac. t0 - -_149.09'--� 21,634 Sq Ft N 1 0.497 Ac. 138.74' Ta � `� 3 W w Q N -Q cT10' i lo.00' �r4 X N 1W, ARCHERFIELD ST. 16.34111 It W N o M I j O 0- i 04 ro:i �1 P4 w J N IIn I J W i m i N Q ' Lu / / ® O I_ I u 54.00' ; W. BLUEFIR - co iD ^ STREET I� I M 25,632 OS80 Ac Ft 33,688 Sq FT I I 1 22,911 Sq Ft 26,477 Sq FT III - / 0.773 Ac I m I 0.526 Ac. •_" I I I n 1 c' F------------- i N ° o .111 m I 7,013 Sq Ft ce 0.161 Ac. dl �r Illr J n• m o In in \ o �Jzt I �. I � y 25 ------------------- N N 89°27'26° W 1340.99' 36 �o / / ON / I / I I I I I I I N. PRICE AVENUE I .c 20' LANDSCAPE u EASEMENT Q BLOCK 3 680,401 Sq F1 15.620 Ac. 0 n N 0 LS -3 9,530 ,53 0Sq Ft 25' LANDSCAPE 40.14' 0.EASEMENT 32.47' 516' I �I 15.86' 174.82' Iln NIS BLOCK 1 14,235 Sq Ft 0.327 Ac. 7fyj I 10' LANDSCAPE EASEMENT 0 o Iia m O m O �" 24,083 Sq Ft 28,331 Sq Ft cP 0.553 Ac. 0.650 Ac. 25' LANDSCAPE EASEMENT I 124.74' 146.74' N. DYVER AVENUE I II - O III 4 0 3O fZD II � 24,017 Sq Ft O` 28,263 Sq Ft 111 0.551 Ac. 0.649 Ac. III I III 16.30' 16.54'111 --113.05'-------135.07'--�II w 337.48' 25 30 PRELIMINARY PLAT OF PARAMOUNT SOUTHEAST - LAYOUT N A PORTION OF THE SE 1/4 SE 1/4, SECTION 25, m'3 6 T.4N., R.IW., B.M., NIN MERIDIAN, ADA COUNTY, IDAHO 38' 60 (n 2015 80 40 0 80 160 240 I SCALE IN FEET I" = 80' W I° N0.627 s Sq FT 0.630 Ac. N s 89°36'40" W 551.48' - o S - Ln r o I I 18,725 Sq Ft s 1 Q U N I m 0.430 Ac. m I I 4 56' 0 204.00' 204.00' I I 138.74' 160.74' - -----204.00'_- -- 0 31.548 Sq Ft 0.724 Ac. -_ 138.74'--- - -_149.09'--� 21,634 Sq Ft N 1 0.497 Ac. 138.74' Ta � `� 3 W w Q N -Q cT10' i lo.00' �r4 X N 1W, ARCHERFIELD ST. 16.34111 It W z m o F 0- i 04 ro:i �1 P4 w J N IIn J W i m i N Q Q / / ® O I_ I O O - co iD I� I M 25,632 OS80 Ac Ft 33,688 Sq FT I I 1 22,911 Sq Ft 26,477 Sq FT III - / 0.773 Ac I m I 0.526 Ac. 0.608 Ac. III .111 / I dl �r 201.84' 204.00' 138.74' 160.74' I q O I I I LS -2 31,077 Sq FT 0.713 Ac. 10' LANDSCAPE EASEMENT I v I I I I 25' LANDSCAPE EASEMENT I O 0 0 © I� I 0 �_ ® 1I �_ 33,667 Sq Ft 33,688 Sq F} I I 22.911 Sq Ft 26,544 Sq Ft �I 0.773 Ac. 0.773 Ac. I I I 0.526 Ac, 0.609 Ac I •. r` BLOCK 2 i D1 ' F------------- ------------ s�-------- ---------- I 204.00' 40 204.00' 138.74' - w 160.74' T p' 1 S - - - - - - - - - - - - - - --I F_S - - - - ----------+ 35' CROSS ACCESS AND I I I\1 N. ELSINORE AVENUE 12 m m UTILITY EASEMENT 11 I - m I m I I 20' CITY OF MERIDIAN WATER EASEMENT INSTR. NO. 107106313 'q Ft Pn m ` 5' I° N0.627 I 27,328 Sq FT27.440 Ac. I Sq FT 0.630 Ac. 10 I In Ac. 9 O 1 Z o I I 18,725 Sq Ft I 1 Q U N I m 0.430 Ac. m I I 4 56' 0 204.00' 204.00' I I 138.74' 160.74' _ E 0 � 0 31.548 Sq Ft 0.724 Ac. Z Q 42.75' 1n -/ - 161.25' I - 21,634 Sq Ft N 1 0.497 Ac. 138.74' Ta � `� 3 W w Q N -Q cT10' LANDSCAPE �r4 X 3 ,n EASEMENT Q W z m o ��111i1�F I X274.68' N 8027'26" W 842.19' WEST McMILLAN ROAD i' ii lii ■ I' U�li .r v -- :ai�a GiG::aGd.dLd..iG:iiGiGGaGGi.6i.. :► N 89027'26" W 418.44' N. LEGEND - PROPOSED PROPOSED 6" VERTICAL CURB (ISLANDS) PROPOSED 5' SIDEWALK PROPOSED 6" VERTICAL CURB AND GUTTER W PROPOSED WATER SERVICES 5 PROPOSED SEWER SERVICE PROPOSED MANHOLE P1 PROPOSED PRESSURE IRRIGATION - - - - - - - PROPOSED EASEMENT v PROPOSED FIRE HYDRANT nJ 'n V m 27.5' INSTR. ACHD DRAINAGE EASEMENT NO. 107098968 I IACHD SIDEWALK AND UTILITY Z o o ,o Sq Ft I (EASEMENT 24,149 Sq Ft Q U M'0.730 M 13 O m Ac. 14 I 0.554 Ac. (INSTR. N0. 107098967 O I6 Ln W 56' .. O Z 00 M � IS L-10 E 0 � 32.46' 31.548 Sq Ft 0.724 Ac. Z Q 42.75' 1n -/ - 161.25' I - 21,634 Sq Ft N 1 0.497 Ac. 138.74' Ta � `� 3 ��111i1�F I X274.68' N 8027'26" W 842.19' WEST McMILLAN ROAD i' ii lii ■ I' U�li .r v -- :ai�a GiG::aGd.dLd..iG:iiGiGGaGGi.6i.. :► N 89027'26" W 418.44' N. LEGEND - PROPOSED PROPOSED 6" VERTICAL CURB (ISLANDS) PROPOSED 5' SIDEWALK PROPOSED 6" VERTICAL CURB AND GUTTER W PROPOSED WATER SERVICES 5 PROPOSED SEWER SERVICE PROPOSED MANHOLE P1 PROPOSED PRESSURE IRRIGATION - - - - - - - PROPOSED EASEMENT v PROPOSED FIRE HYDRANT nJ 'n V m (� N CD Z m QD o r Q U 0 O 1 N Z Lil �> Ln W DW W o m .. O Z 00 M it N p rn o Nm= E 0 � U LLI it Z Q W O J x Ta � `� 3 W w Q N -Q Li1 Fi �r4 X 3 Q W z m o F 0- � 04 ro:i �1 P4 w J N IIn J W i m i N Q Q REVISED: 2/9/15 ADDED LOT AREAS REVISED: 3/24/15 CITY COMMENTS AND STREET 3019-prel.dwg 01-09-I5 09:43:13 jcox _ _ SHEET 3 OF 31 DWG\3819-PREL (� N CD >-4C' o r I+M p Q U O 1 N Z Lil E-4 Qj EI .r o \ Q . } F- a w Nm= \3 U A4 E-4 x Qi z o W w Q N -Q Li1 Fi �r4 E Q G, 0 z m o F 0- � "Y ro:i �1 P4 Q REVISED: 2/9/15 ADDED LOT AREAS REVISED: 3/24/15 CITY COMMENTS AND STREET 3019-prel.dwg 01-09-I5 09:43:13 jcox _ _ SHEET 3 OF 31 DWG\3819-PREL L Ka C w w w PRELIMINARY PLAT OF PARAMOUNT SOUTHEAST - TOPOGRAPHY A PORTION OF THE SE 1/4 SE 1/4, SECTION 25, T.4N., R.IW., B.M., MERIDIAN, ADA COUNTY, IDAHO 2015 80 40 0 80 160 240 SCALE IN FEET I" = 80' V CONTOUR INTERVAL BENCHMARKS BM -4 2588.11 - CHISELED SQUARE IN BACK OF NORTH SIDEWALK, 11' WEST FROM THE END OF CURB ON WEST VALENTINO STREET BM -5 2586.19 - CHISELED SQUARE IN BACK OF NORTH CURB, 13' WEST FROM THE END OF CURB ON WEST BLUEFIR STREET BM -6 2592.87 - CHISELED SQUARE AT EAST CORNER OF TRAFFIC CONTROL BOX AT NORTHWEST CORNER OF McMILLAN ROAD AND MERIDIAN ROAD. BM -7 2591.65 - CHISELED SQUARE IN BACK SIDEWALK , 3rd IRRIGATION MANHOLE SOUTH OF NORTH BOUNDARY ON MERIDIAN ROAD. * * *8 82 * . .9 B1'OO Bg.69 Bg40 19 81.19 *gb. C LINE TABLE B LINE BEARING LENGTH RING 86.02 IW °I w sy 90o II ;1'GG L -I S 27°11'43" W 54.87' L-2 S 44011'01" E 16.08' i N 45°48'59" E m {I IiN L-3 N 44011'01" W 16.97' s�.P T 7 148.80' a CD N N II Z. 0+ t7 L-4 N 44-WOV W 4.95' \SFT 859\ter G tr'/ N toID L-5 S45°4859 W 52.00' est �B5g9�` z e9� II i' a I EP. LEGEND ai w g3 L-6 N 44°11'01" W 16.13' 4x as \1 q�. 9 �I S °37'47' W 131.55' / - - BOUNDARY LINE L-7 54 G s L-8 S 83.33'51" W 62.09' I i i! L 623 GS B9 O6 TRS B GS G9 GS GS / I --- SECTION LINE S .' g6 3B 65 * B8 79 5 8g L-9 S 00°23'20" W 29.49' tRC 8� OB By.54 Bg 04 * Bg k0 * BB 4 1 , E 1 G 41 * 8 * * * * * IN = 91.194 'A .-� o S 44°45'48" W 60.46' TR I I I CC i wvc2a° a - - - - - - _ _ EASEMENT LINE L-10 i g5g9 = e2.D6 j5 75 i N. DYVER L -II S 00°32'34" W 27.75' j j �.;, / �e9'I q1' I w X EXISTING FENCE LINE L-12 N 89°27'28" W 59.68' 886.91.1;1''' M �, RING = 87.06 AVENUE II j, a I Z iR ; INV.= 69.39 1: w s SANITARY SEWER LINE I: 1 ey, ;'• 8647 LEMP LATERAL oo ;Rj 24' RCP % w WATER LINE x '• 1::1 I I I. is o m P OVERHEAD POWER LINES 29 OS e�)/q0 'CS Gr' 86 q9 C'�' 30 G' 67 8817 �' Bg.44 Gy 1 gg 65 fe' BB gB C� F Bq.21 08,11 1 I 87 07 TOP by STORM DRAIN LINE W 85 g5 86.15 86,54 4.g� *8 56' LEMPLATERAL ! w H UG UNDERGROUND GAS LINE w o O ��1 P1 PRESSURE IRRIGATION LINE in3 ' Z ' I II_L` UT UNDERGROUND TELEPHONE LINE (5 II I GRAVITY IRRIGATION LINE m ° 9 4 " I v B ' GS _______IRR ______ ORIGINAL LOT/PARCEL LINE _ Bsy� Bs9j oo p nl I 65 7y GS . 8 GS j7 GS `: 12 5B GS B?s v- - 214.00' +B * 88' _ 337.48 q 04 �D_ �-------_I >rs r �t / * B 9 * g5. : * gbh * gb. * 87' ** B� - x N x 89 36'40" w 551.48 * B 1 �, Il° V GU ERTICAL CURB & TTER W o " N o C 3�� ! Ip ; i w EXISTING BUILDING m 9 TOE' / �o� 95 TOED 71 EP = N G BII 9 ASPHALTIC PAVEMENT N > 8 g I I i I iABOVE GROUND I: i :. I _q / WARCHERFIELD W. ST. IRRIGATION PIPE�11 ia :: i•'�i.y: '..:.:-:":;.':...'. CONCRETE Q p a .. N " w FOUND BRASS CAP w o OO 99B GGa .. :.I I "'.CD G5 GS GS GS GS GS GS GS GS GS 8 92 97 58 31 g9 13 # O FOUND 5/8 IRON PIN a J s 3 aj * 8523 * 8511 * 86.15 * 86 65 g6 * 87 * 87.96 * g8 * 88.58 * g8 * Bq I : / o FOUND I/2" IRON PIN N w 3 l W 1POWER POLES WITH ;' II �!: P 1: I jB TO 3 -TRANSFORMERS • SET I/2"x24" IRON PIN W/ CAP s 91 •;:'' ;' g5 -' / 3 FOUND ALUMINUM CAP N o ---------- d jl. •' GS �I N m gp2o i 3 N YG a ® SAND AND GREASE TRAP a N :EI RING = 91.16 8 T w u I I O INV. 24" = 61.47 I gj31 m 14 POWER POLE W m p I W - - - - 0 N r� GS a RING = 90.72 B9s I 1 O s.4'r E GUY ANCHOR R ~ o N c n I i Z !.!j GS GS,. 4 G5 9 GS q G5 IG5 1 GS G5 go GS 86 9i� O -• :1. 549 591 62 64 67 01.90B�7 BB'S gO' irNiv. 2a° = 83.03 _........... *g' *8' *B *8' *8' 56' *+ * * + x o3 II I I Oo MANHOLE �, ;;' is N N. PRICE AVENUE �`: :' II rc''G5 3 EP EDGE OF ASPHALTIC PAVEMENT x GC : 9� 21 46� X22 �c I • TELEPHONE RISER � - aq2 W. BLUEFIR °' 5400' .: ® T TELEPHONE MANHOLE CJ it! .D G _� gb A 9%yam I 91 g311V ® WATER VALVE a Z F ToO 8613 to II �� " � I ® WATER METER O O w i n I I a N •• • 4f' la I 9j+�r�c i Y FIRE HYDRANTE--4 (~ E to Q 4 e G5 65 65 36 GS 94 55 UI �: ioE 9O.C5 69 GS II !.. `• ` TRAFFIC SIGN I \ - - v , Bg,01 * BB.Gs 5 4I 5 635 b 86.95 g7.17 87 * g9 * q0 4b I B * B * B * B * I------------ T�'i ° m * * x i g830 g0 Ig5 CG\ �. : N. ELSINORE AVENUE 20' CITY OF MERIDIAN WATER ;< I i 91 y GS yg26 EXISTING ELEVATION (GROUND SHOT) a E -I N m z oo N EASEMENT :1 6� rn o INSTR. NO. 107106313 I I 11 a S v 3 II 38' * EP EDGE OF ASPHALTIC PAVEMENT �+ (/� �i 7 \'Z U y I I I i 3 I o i II q3 I. i r FI ; TO N ap ? '' 89 'yG cc TOP OF CONCRETE (� ^ �i W x r^ a W L 4 43 a ;I : 1 e T m co : STARKEY DRAIN 86. N N 12' RCP 9Oy21gp ` n N TVC TOP OF VERTICAL CURB z E-4 p N -Q 3 N i is ii N o TOE TOE OF SLOPE �% p l+4 m .e :! II^! TOP TOP OF SLOPE �, ',''�, (o 04-22-14 16:15:02 96 NOTE 1. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND UTILITY COMPANY MAPS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES ARE SHOWN IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. CONTACT DIGLINE AT 1-800-252-1133 FOR EXACT UTILITY LOCATION PRIOR TO ANY CONSTRUCTION. 2OF3 0 SIDEWALK (TYP.) 7'-0" 5' 7 8' LANDSCAPE STRIP A 28'-0" 2.00% 3/4" MINUS CRUSHED GRAVEL LANDSCAPE STRIP 6" MINUS PIT RUN 14'-6" 2-1/2" ASPHALT PAVEMENT PUBLIC ROAD 56' TYPICAL STREET SECTION —NTS— 2.00% 3/4" MINUS CRUSHED GRAVEL - 6" MINUS PIT RUN SLOPE 2.00% 2-1/2" ASPHALT PAVEMENT NORTH PRICE AVENUE 56' TYPICAL STREET SECTION —NTS - 8'-0" CURB s' 7 '-0" s' VERTICAL SIDEWALK CURB (TYP.) 40'-0' 4.5' 40'--0" 9'-6" 14'-0" 5' 21'-0" 26'-0"— SLOPE 2.00% ISLAND SLOPE 2.00% y 3/4" MINUS CRUSHED GRAVEL 2-1/2" ASPHALT PAVEMENT 10'-6" LANDSCAPE STRIP 6" MINUS PIT RUN EAST ENSENADA DRIVE 80' TYPICAL STREET SECTION —NTS - 27.75' VARIES VARIES 2.0' MIN. SAWCUT EXIST. A.C. PAVEMENT SLOPE SLOPE---- 1%-4% ------------------------ PIT RUN (6" MINUS) 03 -24-15 O6:SB�SB ASPHALT PAVEMENT 3/4" MINUS R.O.W. LINE 8'-6- 2' VERTICAL CURB McMILLAN ROAD SECTION —NTS - CURB nm - 5' SIDEWALK 0 SIDEWALK (TYP.) DEVELOPER/OWNER= BRIGHTON CORPORATION 12601 WEST EXPLORER DRIVE, SUITE 200 BOISE, IDAHO 83713 PH.: 208-378-4000 ACREAGE= 36.04 ACRES ZONING: C—G (COMMERCIAL) BUILDING SETBACKS: FRONT = 0' REAR = 0' SIDE INTERIOR = 0' STREET LANDSCAPE BUFFER = 10' LOCAL 20' COLLECTOR 25' ARTERIAL MINIMUM LOT SIZE: N/A ZONING: R-40 (RESIDENTIAL) BUILDING SETBACKS: FRONT = 0' REAR = 15' SIDE INTERIOR = 5' PER STORY STREET LANDSCAPE BUFFER = 25' PER ARTERIAL STREETS 20' COLLECTOR MINIMUM LOT SIZE: N/A IRRIGATION DISTRICT: SETTLER'S IRRIGATION DISTRICT DRAINAGE DISTRICT: N/A SEWAGE DISPOSAL= CITY OF MERIDIAN WATER SUPPLY: CITY OF MERIDIAN FLOOD ZONE: X (FEMA MAP NUMBER 160010270 H) NOTES: I. ALL LOT LINES COMMON TO A PUBLIC RIGHT—OF—WAY LINE SHALL HAVE A 10' UTILITY EASEMENT. 2. PRESSURE IRRIGATION SYSTEM TO BE PROVIDED FOR THIS DEVELOPMENT. PRELIMINARY PLAT OF PARAMOUNT SOUTHEAST A PORTION OF THE SE 1/4 SE 1/4, SECTION 25, T.4N., R.IW., B.M., MERIDIAN, ADA COUNTY, IDAHO 2015 80 40 0 80 160 240 3. DRAINAGE DISPOSAL SHALL BE VIA SUBSURFACE FACILITIES AS APPROVED BY ACHD AND/OR DISCHARGING RUNOFF INTO EXISTING DRAINS AT HISTORIC RATES. 4. THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH THE IDAHO CODE SECTION 31-3805 CONCERTING IRRIGATION WATER. 5. ALL LOTS ARE DESIGNATED AS COMMERCIAL EXCEPT LOTS I OF BLOCK 3 WHICH IS DESIGNATED AS RESIDENTIAL (MULTI—FAMILY) AND LOT I OF BLOCK 4, LOT I OF BLOCK 5, LOT I OF BLOCK 6, LOT I OF BLOCK 7 AND LOT I OF BLOCK 8 ARE COMMON AREA LOTS AND TO BE MAINTAINED AND OWNED BY THE HOMEOWNER'S ASSOCIATION. 6. ALL SANITARY SEWER MAINS SHALL BE 8" UNLESS OTHERWISE SHOWN. 7. ALL WATER MAINS SHALL BE BE 8" UNLESS OTHERWISE SHOWN. 8. ALL ROADS WILL BE DESIGNED AT EQUAL OR GREATER THAN 0.4% AND LESS THAN 10.0% GRADE PER ACHD. 9. LOTS I, 3, 4, 5 AND 6 OF BLOCK I, LOTS ITHRU 15 OF BLOCK 2 HAVE ACCESS TO A PUBLIC ROAD OR AN APPROVED ACCESS EASEMENT. LOT 2 OF BLOCK I AND LOT 16 OF BLOCK 2 WILL HAVE ACCESS TO A PUBLIC ROAD OR AN BY APPROVED ACCESS EASEMENT BY A RECORDED ACCESS/UTILITY EASEMENT THROUGH ADJACENT LOTS. 10. DIRECT LOT ACCESS TO NORTH MERIDIAN ROAD AND WEST MLMILLAN ROAD IS PROHIBITED, EXCEPT FOR THOSE ACCESSES APPROVED BY THE CITY AND ACHD WITH THIS APPLICATION. SCALE IN FEET 1" = 80' SHEET 1 OF 3