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HomeMy WebLinkAboutP-PLAT M Common Lots Common Lots Common Lots o PRELIMINARY PLAT FORco o � ° Lot Area Description Lot Area Description Lot Area Description Line Table Q C - co REVEILLE RIDGE SUBDIVISION BLOCK 1 Lot 1 OPEN 9942 OPEN SPACE BLOCK 8 Lot 1: OPEN 4341 BUFFER BLOCK 16 Lot 32 OPEN 7587 OPEN SPACE Line Bearing Length J @ BLOCK 1 Lot 2: OPEN 9043 BUFFER BLOCK 9 Lot 1 OPEN 9470 OPEN SPACE BLOCK 16 Lot 44 OPEN 3300 PATHWAY L1 N43'00'19"E 108.41' LOCATED IN S 1/2 OF THE NE 1/4 AND THE N 1/2 OF THE SE 1/4 ■i z 3 BLOCK 1 Lot 3: OPEN 1345 BUFFER BLOCK 9 Lot 11: OPEN 3704 BUFFER BLOCK 16 Lot 57 OPEN 20346 OPEN SPACE L2 S64'59'21"E 64.51' OF SECTION 5, T.2N., R.1.E., B.M. Z 3 BLOCK 1 Lot 10 OPEN 6562 OPEN SPACE BLOCK 11 Lot 5: OPEN 5121 BUFFER BLOCK 16 Lot 60: OPEN 6334 BUFFER L3 N00'23'06"W 30.48' CITY OF MERIDIAN, ADA COUNTY, IDAHO = BLOCK 1 Lot 16 OPEN 9062 OPEN SPACE WILLIAMS PIPELINE BLOCK 12 Lot 2: OPEN 3227 BUFFER BLOCK 16 Lot 61: OPEN 2764 BUFFER 2024 ■ L4 S64'48'10"E 66.24' _ _ ,� BLOCK 2 Lot 7 OPEN 3089 PATHWAY BLOCK 12 Lot 3 OPEN 20834 OPEN SPACE BLOCK 16 Lot 70: OPEN 14795 BUFFER y - _- " = L5 S79'33'09"E 55.80' " - - BLOCK 2 Lot 10 OPEN 19216 PATHWAY BLOCK 13 Lot 1 OPEN 12748 OPEN SPACE BLOCK 16 Lot 71 OPEN 15614 OPEN SPACE I *. ! �` W Z L6 N82'37'38"E 39.29' "' r= z BLOCK 2 Lot 15: OPEN 21005 FARR LATERAL BLOCK 13 Lot 2: OPEN 2562 BUFFER BLOCK 16 Lot 80 OPEN 2000 PATHWAY -- ; t. Li W Q L7 N71'27'43"E 41.47' :_ _ - _ j1. R I Z w BLOCK 3 Lot 1. OPEN 4658 BUFFER BLOCK 14 Lot 1. OPEN 2876 BUFFER BLOCK 16 Lot 88 1602 COMMON DRIVEWAY L8 N80'45'02"E 58.56' � v v c `' Y v BLOCK 4 Lot 1: OPEN 4322 BUFFER BLOCK 15 Lot 1: OPEN 2494 BUFFER BLOCK 16 Lot 93: OPEN 19559 BUFFER --- I Z o co - ,. lil�l L9 N85'38'16"E 60.03' •-� -� � r W 0 � BLOCK 4 Lot 9 OPEN 2300 PATHWAY BLOCK 16 Lot 1: OPEN 1400 BUFFER BLOCK 17 Lot 1: OPEN 13534 BUFFER 11 ' "' m g BLOCK 4 Lot 18: OPEN 4293 BUFFER BLOCK 16 Lot 9 OPEN 193874 OPEN SPACE PARK POND BLOCK 17 Lot 8: OPEN 3960 BUFFER r '` z w BLOCK 5 Lot 1: OPEN 2823 BUFFER BLOCK 16 Lot 20 OPEN 2000 PATHWAY BLOCK 17 Lot 14: OPEN 1346 BUFFER , m BLOCK 6 Lot 1: OPEN 4329 BUFFER BLOCK 16 Lot 27: OPEN 3371 BUFER BLOCK 18 Lot 1: OPEN 1565 BUFFER -_- ` s %EIP BLOCK 7 Lot 1: OPEN 2342 BUFFER BLOCK 16 Lot 31 OPEN 112992 OPEN SPACE WILLIAMS PIPELINE BLOCK 18 Lot 10 OPEN 13507 OPEN SPACE 3 r VERTEX C — , Ii ' 4 N 1/4 S.32 ® p _, 1�. A �, SUB NO. 2 ,�;,3 q , - 6 CITY OF Q� i I KiJ l ki ° •�6 C� �3�,, MERIDIAN a - ' - y P� Ste- 3'o ® F T ,O Nro$ 2 3 �� PARK L. 6 g1,0 �Q . 21 CHECKED BY: L, 1 I� � � I �€ DAVID A. BAILEY P.E. 00 �\ `\ o/ - \ f DRAWN BY: / 19 °° \ L3 .� FARR LATERAL - ------ : t ------------------------------- olI a v ,--- 88°58'42"E L9 9 L 1 ;�. /' ,i i''� DERRY SUB F O s L6*30 15 16 BLOCK 2 ' \ O \ 11 12 0 32 \ � 0 0 i, Ilk ti 136 A / 0 O 1235 REI/ELER _ _ _ _ --� VICINITY MAP / 30 3 k, 3 v - - - - v O - - - - - - 1 3 ;', 9 - - - 500' 29 ' z/ 28 ���: 39 �`�� y� / II PLAN SHEET INDEX \� 0 II 40,, 1 0 - - - -- ' �, %' ;� �,,����\, 5 6 0 o � , P 26 SHEET DESCRIPTION - - - - O BLOCK 5 i� / z � � � 4 � ���� ^� PP- 1 —COVER SHEET, INDEX, VICINITY MAP, 1 0 2 5 �\ 1 4 �_ w i ! - 7 2 _ - O IINOTES Q 124 15 o �=- == PP-2 —PRELIMINARY PLAT WEST LAYOUT 0411 a a01 23 �� �� II PP-3 — PRELIMINARY PLAT EAST LAYOUT Of Wri � O - � � i per\ / { ^ �\ I W �I J �� 22 `y'' "`.; a 4 5 © �7 ® �9 10 11 12 to PP-4 —PARCEL & CURVE TABLES 4 8 � � � O I o 0 4 21 �% 49 `� 1 8 Q BL CK 6 �� PP-5 — EXISTING TOPOGRAPHY -- -__� ./�i p I ^�,, Of z� 3 20 ,,t, - --- - _- Ln PP- 6 —ADJACENT PROPERTIES _ _ _ w _ - - - - eucL� �� - - ® o n PP-7 ENGINEERING PLAN & STREET SECTIONS Q - - - - - - - - - — PP-8 — PRELIMINARY SEWER PROFILES V) II PP-9 — PRELIMINARY SEWER PROFILES 17 5 B OCK 7 ,I z 'o =- ===�_ 5 6 I� 9 10 1 1 12 13 14 0 , 6 7 8 II O z 3 4 O O O Ol0 2 00o O �� � w 0 o w M c) _ ____-_ I I NOTES Z 4 � 1 II - -��L = O 15 - - - __ - _ Z _ L� � 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. Zoo 0 _ N - 14 aj � Q 2. THE SUBJECT PROPERTY DOES NOT FALL WITHIN A FEMA FLOOD HAZARD w S.32 S.33 or. ZONE. REFERENCE FIRM PANEL 16001 CO265J REVISED JUNE 19, 2020. — _ _ _ • ~ - - - - - a S.5 S.4 0 �� > T HAVE A P I N 12 i ` �`�! 6 !i 7 8 �9 10 ��� 1 1 12 �I� 13 I II 3. ALL LOTS SHALL VE PERMANENT EASEMENT FOR PUBLIC UTILITIES, 0 w N o I r i - ------ - , 8 a' O O O O O STREET LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 TEN FEET o O �� �� ADJACENT TO ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT N o oI C0 It EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE 10 N w o 5 1� _ - ----Iy- - TEN FEET ADJACENT TO THE REAR LOT LINE. EXCEPT AS OTHERWISE Z 89 � , -� �,� `�� - - - - - TRUMPETER nl �, SHOWN, THERE SHALL BE A 5 (FIVE) FOOT PUBLIC UTILTY, IRRIGATION AND � L -- _ 3 \ _ _ _ _ _ - - - - - �u LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT LINE NOT ADJACENT TO A � Lo — - -- -� PUBLIC STREET. `� 0° w E. VANTAGE POWE - - , w ;. Q r _ _ �dL(�IJK l 131111 DING SETBACK I INES-S�lAI I _RF IN A�0 D-AN( F DITH FIE_ _ � 9 2 �� ��� �`< 81 � v , APPLICABLE STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE 4 0 �l ,� „ `v, e U/- O O O OF THE BUILDING PERMIT. 0 1 (z) 61 o < •� ��O h 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED T P/Moz, O� \ i e �'� ` ,��` `S LO K 9 II LOT. ALL LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF r` I _ ii i' ii a 6 2 / %♦ J / 5. I N - - i - ,; - �� �� v °y�i� `� i� 6',?% 'a^ 2 u THE SETTLERS IRRIGATION DISTRICT. -- O I ' O I I �III�--- — --I II /�1LO 00 9 ! i 1 O i 4 ,?% \ \ �� O �� \ / I 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SURFACE DRAINAGE > �� 10 0 1 1 ; 5 1 13 14 1 1 � 2 3 , 4II 5 ° ° 6 7 8 9 _ O I O:OO,I O; ,O ';O„O�O `�� 5 ��" \ ��V ��� ` '� 5 i 1 1 1 PONDS AND SUBSURFACE INFILTRATION FACILITIES AS APPROVED BY ACHD. °< \ 17 1 6 15 14 13 12 04 0 O04 O 7. COMMON LOTS ARE TO BE OWNED AND MAINTAINED BY THE SUBDIVISIONSA HOMEOWNERS ASSOCIATION OR ITS ASSIGNS. I I \ Q m L: o; 6 - - - - 2� ✓ 8 ° ��� 7 2 _ - - - -_\ II 8. EXISTING STRUCTURES, EXCEPT AS NOTED, WILL BE REMOVED PRIOR TO W o Z - - - y Z5.' i i� \ - l o �� Off— TERRACOTTA �G'F 9 DEVELOPMENT OF THE PHASE CONTAINING THE STRUCTURE. o00 v .o :� �'�`• �� i % - - - o 0 70 \ 1 - 5 14 16 � � - 07 00 ® 0 © x0 ® � 101 11213 58 5960 � , 8 \ 5 � , � 6 Li S89°48'34"W 841.23' N89°18'26"W 500.00' -- -- - (� , LEGEND e �o� 1$ <�� , 4 e�oC \ '26'>>' Z > i BOUNDARY ___ DEVELOPMENT FEATURES CITY `\\ �� \, \ , o — W LOT LINES MERIDIAN CITY N7329' \_ © \ - O `V ROAD CENTERLINE - - - ACREAGE 26»w 56 _ \\\ O J , OWNERS TOTAL PARCEL-59.77 ac SEWAGE DISPOSAL 0 Op��� \ - 8 RIGHT OF WAY MAMIE INVESTMENTS CO LLC LOTS MERIDIAN CITY SEWER LOT NUMBER G) 10370 HIGHLANDER DR \ \\ \ \ F v `C I -0 BLOCK 7 BOISE, ID 83709 TOTAL LOTS-�55289 �\ \ \\ �� \/�/�- � �� I I W BLOCK NUMBER TOTAL DWELLING UNITS-*4G242 \ WATER SUPPLY \ P EASEMENT BUILDABLE LOTS-*4-&242 \ . \ ` \ DEVELOPER MERIDIAN CITY WATER \ \ \ \ O� �N f , 4 3 2 I SETBACK COMMON LOTS-zz9 27 `N A A \ A ••1 TRILOGY DEVELOPMENT, INC. OPEN LOTS-9.8�19 ` \\ � � I r CURB GUTTER & SW J V 9839 W CABLE CAR ST HIGHWAY DISTRICT �\ \ �\ �`�� \ - \ ='ti ---- i o STREET NAME W. ASHTON DR. BOISE, ID 83709 PRIVATE DRIVE- 1 ADA COUNTY HIGHWAY DISTRICT \\ \`N - \ HANDICAP RAMP so-10—M.— SEWER LINE 5 5 5 ENGINEER DENSITY i LDR DENSITY 2.96 \ SCHOOL DISTRICT WATER LINE "' "' W DAVID A. BAILEY, P.E. MDRDENSITY6-3& 5.17 WESTADA \ \ '11v 1 STORM DRAIN LINE ��� BAILEY ENGINEERING, INC. OVERALL DENSITY�4.05 `` 0826"W - L N — i PRESSURE IRRIGATION 1119 E.EAGLE, DATE S6T., SUITE 210 FIRE DISTRICT � \\ \�`\\ 63 65, ; o GRAVITY IRRIGATION OPEN SPACE MERIDIAN N 1 0 FLOW ARROW - PLANNER/CONTACT COMMON AREA- 14.79 ac-24.74% \` \ 2 I N FIRE HYDRANT SHAWN BROWNLEE USEABLE OPEN SPACE- 11.77 ac-19.69% IRRIGATION DISTRICT \\\ \G. \\\ 1 ® TRILOGY DEVELOPMENT, INC. USEABLE OPEN SPACE REQUIRED-8.97 ac- 15% ` \ `\ CATCH BASIN NAMPA MERIDIAN IRRIGATION DISTRICT 9839 W CABLE CAR ST USEABLE OPEN SPACE PROVIDED- 11.77 ac-19.69% c 1/4 S.5 STOP SIGN v BOISE, ID 83709 80 0 40 80 160 ��\ �v vv` DATE: • - - - EXISTING WATER WELL B 208-895-8858 ZONING `� 09-13-2023 S•8 FOUND ALUM. CAP `.vN �� v, `v�� PROJECT: OQ EXISTING - RUT SCALE IN FEET c2023-001 MONUMENT PROPOSED- R-8& R-15 1 =80' \` SHEET FOUND BRASS CAP \` \ \ \ MONUMENT w v KPP _ INFILL LOTS ® �`N N Q O U Q � PRELIMINARY PLAT FOR ID REVEILLE RIDGE SUBDIVISION .i Z 3 LOCATED IN S 1/2 OF THE NE 1/4 AND THE N 1/2 OF THE SE 1/4 Z OF SECTION 5, T.2N., R.I.E., B.M. 5 CITY OF MERIDIAN, ADA COUNTY, IDAHO '- 12. 2024 = W Z :00', LLJ z Lu Z w co Z O co W o `° Q� o zw N S2 V m 6$/ l2II �S NAL FNG /' 24 a/ %♦ S'Q Q�O�� �G\STFR�O�jiF�� 6pJ/k 8�` s'68 14,322 sf �`� `6��, N U 14,798 sf `:�� LEGEND o9T F OF 8,216 sf Q q K S,, ` e 22 \l"l 6` BOUNDARY s,160 sf No LOT LINES 0,0 21 oi, c86 ,6 /Q , s°, CHECKED BY: ROAD CENTERLINE - - - DAVID A. BAILEY P.E. \ No 8,160 sf �� c �� RIGHT OF WAY DRAWN BY: 10,202 sf ` LOT NUMBER OO DAB/DES No 8,160 sf cgs �6a s°x BLOCK NUMBER BLOCK 7 9s 19 6s ,AI55/ - css O EASEMENT ` \ 8,760 sf / M \\ \ 10,092 sf SETBACK g1 �� j �g s• s . ` � CURB GUTTER & SW o ^ W. ASHTON DR. s,760 sf STREET NAME 10,009 sf ° L� ® HANDICAP RAMP ��-o- �� 1os52 sf �/ �� ��cso A�� s sss2 sf SEWER LINE s 830'p3" ,� V �� ° ��� WATER LINE w W w o 9 66' 0-0-0- s• �� / � �, s sod a STORM DRAIN LINE cp. ��� 'ss• �7,500 sf PRESSURE IRRIGATION P, P� P, 1 / 1 h2 / CA 4, 2 f ry0 \� G°, 5 wrsrtw►- 16 ° 9,859 sf GRAVITY IRRIGATION I I G1 AAM�7 \ 4,457 s• �' 1( s' . , s O o•,, �\ � FLOW ARROW 3 � °•1 6,250 sf •p ` FIRE HYDRANT K 4,n1 �s ,ti o: s�• 00 sf CATCH BASIN 6 9,4 y� 180 sf �,� s\ ® 6 \ STOP SIGN v 1 (14 / I 32 / C) 4,140,, �'•'. V so. 6,250 sf�� \ c� EXISTING WATER WELL W 1 I ye �o so sf ?' `.� // �, �� ` sow A FOUND ALUM. CAP 13 33 MONUMENT \� s 3,547 d // `�� �� 6 �? ,1 6,250 sf �A� cs so sf /� // 34 // >%/ 4 � se• �� FOUND BRASS CAP 2sso/ P ems, 1 A �2¢ MONUMENT 'o o, `// / 35 //i �� O �, Q7 ® � INFILL LOTS I 64 sf o / \ / e \ 4,140 so• 8,250 sf 36 ` 59 sf 36 sf �� ��//i 3,520 // `��% :. 4,140 A / ya 62 sf� 2,860/, // `� /�,� ' w 3s ���� sf / �; \ � a 2 2 • % / ; 40 sf /�`� // 2,860 // i/�` �s. 1 O ems• Q //� i/� �� \ 4,140 9 �s 6,533 sf. > 0 9 3 ° 28 �s. `yl 39 \ ��/ /�`� // ei I/� s � o t 27 740 sf �// 3,520�/n `� s'�• ss, � ^ a✓ \ 4,140 \� I m sf 0� -- !��� 3,520 �d /// `� // ` 12 40 ` so 1 N D - ------ '8 �� � / 41 / �''�� �� 4,140 9 w 1 2,860%€' `� / 13 ` �s. 4, $ I - --3,71 . sf � '� � ioo'--__�_; / � // l' � � 4,140,9 \ � v7 I 3,337 sf /•� �. I ------ � 2,860/�P � w I la I 25 IC141 O ,f 1 I 100' I I M 7 I � � � =-�; ?E• 4,140 Q 3,719, sf I I s?'•i/�i�3,5 4205 ��o �2�8/46/%7/ ///��//.., �`>��\/` '�s2��\�,l� ?\R5 4197 s�� �v� - IC19 I c M _ � � N 4,140 L N I � cfl ___ - , 11 , s '043 4,136 z0 I N 7 0z 3,200 s w l a �- w '_ sr UZ.)3,719, sf NI 'co', o z � I I 100 i 3,520i° 4, 9 z O I 3,7 sf M M 21 Mlil e //��� ��/�� 49 j cs\ 2 s Q O w v7 ZI 1 �' L--3,2Q0_sf___J s � / cos w Q N N � 1 c o - - MI �� // // 52 C16.��� ,�_ - -- I W Q k' o 1 's. I� / � 3,5j/��'�'S3 O// ' ,/� / cis- � I o 0 Lu I I a I 18 I NII //� 0 // / -- I S 32' z N�� ���%i 3.709 54 1,4 O s __ 2,f4CL €===�=J 9 i a 7' M Q 3 3• 3.740 sf C) M 17 M `? `✓/ // //�� �/ i� 1 0' LoI� L =3,20Q-sf--�a _II l � 56 3,740 sf M M I 16 I MII / �� // / 4,400 sf 4, U 0 z I I I 3,200 sf -- I co ! I04I / 3,740 sf 100' i 40' 31 I� - - M I 3,749 sf r 6 > 1 1 t v 0�0� 4,028 sf 3,897 sf \ �-= z 14 ��C 1 107' /� �6• 4,341 sf 3,777 sf � '�• Ij�===�=2�s�====� " /'� 3�200� �/%/�\�• � W ! 1o0' 86 / co M 'pl I NI O 4,082 sf 2 I /,y° ,il ` ✓/ `�/fit ' 0 i �s'I I - -- o°` � 10 135' ®A� 88 - 0 sf ,�/���✓ �,<�;' 84• �// �� //�� � � d �� �o�/ � Gly C70 -- - ---- 125' / i °p.. ,> sf 3�� 3,200 1 93 r�',,., 90 19,559 sf �2�,60°e42,fi p �>, ,rE. VANTAGE POINTS 8, 151' 155' / W 923.20 �i ✓ \ \�' j/ `�\ // 81 \ -- �Q�200 sf i` ti�/ Ct71 3 34 13,534 61 � i �✓/ 's:•�, \0 /� 3,2 0 30, 26', /'`� i -' a II -_-- I �I 2,76 � 62 °/// /// �s.� / o jl III II II JI , 1 --_IL --�Ir-- II �I C2 \ .s ` 2 60 j��77 , -----II - - Ili 0� , I r----�i�----ir-- �u r----ir-----i�---- p- � i i �i 3,520'� /� �\ /% � � O ?,� /%� ♦� /// °�/ ��j I ii Illr- IIII i III II II II II; II II I ! I I ii ii I o' �i I 3 �< // 63 // �/ `��;�. \�. Y/ 2,60(r f �� ! ii ii IIII II U !tl! u rnl o u !o I u u I ` 2,86d`/f // �� �:, / // 76 / io ! II III I . IIII II I, / // // ✓/ ♦/ /� io a II i III' II II II 13 / ?• o I ii I I ill ii !III! Q I ? / �.: 3,200 , 10 11 � oii ell II 1 I! II II II i II II it 1� � %� // 64�0// �// ?`,, \26, j 3,581 s cll o olll ou oll olll of I / // 2,860`1§ / `� i%� 75 05 III 12 III 13 ® 14 1 ! �li ® �II IIII I © ® III i` i \ / i i • / `� , �`✓/ ,/, U `/ o 00 • II �� �� r �I Tu �II �, / / / �� /, o/ / 4,021 sf 3,860 sf P' ?6, �' // 65 f/i � �� -�/ N 00 0 3,300 sf 860 s 860 s�3,300 f 1 5 1 ,540 sf 860 s ,860 s�3,520 s(u y�,520 sf ,860 sf�,860 s{3,398 �f �o / /� �/ s „��, t 3,200 //. ', �, 46 I ` � !/ / //� ���// // 74 / co i I I III I I 3,520 /` ` / I o I I ! i I / 6• / ?V ` / // I I rW7 ----"IiIi---- I ' ----Ililill ----I�II irll IIiIIt, ----�I�II.----irll ---1IIi IIll---- I \ -\� ✓ � j�r�s///i 66 / `�//� � s•/O9 °,3�, /� / 3'2 17� ----t---- 3,520 �/ 'h dI h II .� I s•� -" / j o 2,84j 30 26 2i 30 3 26 ` 26' 32' 32' 26' 26' O \�\ � 120' �W _ 245' _ - � �✓ j/ 2st�tf i � o ��/// 72 �O 5.764 sfi - - - - - - - - �,�°e, °' ���� "9��, � �/� 69 /�/ �,;�c`� /`� 4,24$4` J TERRA CO T TA ; , , 3,2U > - z F` �.�/ / ��7�i , ,/ � ? I , 4' 3 ' 3 ' 34' 4 4' 3 34 C 6 ` 0� ✓/ �j�/A c'�i ����/ 60 0 30 60 120 15 70 L.L _ \� sf 10 11 0 12 0 13 14 4,748 sf 16 4,312 sf ,o3s sf \ SCALE IN FEET \ 1 g ^,730 sf 3,740 sf 3,740 sf 3,740 sf 3,740 sf 3,740 sf 3,740 sf 3,740 sf 3,740 sf, 3,740 sf 3,740 sf 3,737 sf \\ 1 00=60' DATE' 8 - sf � I 09-13-2023 3,960 I BL CK - - - - - c o03Eoo1 \ -- 4 - `56' - 15' 4' 3 ' 4' 34 34' 3 ' 4' 34 34' 3 ' 4' SHEET S89°48'34"W 841.23' N89'18'26"W 500.00' ■ PRELIMINARY PLAT FOR aa` ' REVEILLE RIDGE SUBDIVISION = mow _ P/L P/L L3 �,� _A__T_E_ R_A_L ' Z -c� ____ Z 28'-0 ---------- FARR L L9 LOCATED IN S 1/2 OF THE NE 1/4 AND THE N 1/2 OF THE SE 1/4 Z 24'-0" 4'-0" e 4 -___-- _ ----, LB 250. N88'S8 2'0'42E ,�a OF SECTION 5, T.2N., R.I.E., B.M. ■� 5 6 ���- 59 \ 15 CITY OF MERIDIAN, ADA COUNTY, IDAHO 1p�p _ L5 L6 �..AIX 6 2024 = C'3 12'-0" 12'-0" 5'-a" 69 6 31 5 W Z 10 GC W 10'-o" 1 o'-0" SLOPE SIDEWALK 1.75% t 64 � W z 0.25% PER ACHD SD 709 s Z o IMMEM SLOPE 2.00% SLOPE 2.00% -� ■� U � Z om BLOCK 2 W Z co 14 `� m ZLd 17,074 sf = N (n 4" - 3/4" MINUS 7 , M N o CL 5" THICK CONCRETE o 0 13 L v m CRUSHED GRAVEL sf 11 ,� 12 SIDEWALK (TYP.) 1n 15,073 sf 2 1/2" ASPHALT 4" - 3/4" MINUS CRUSHED 15,9118 sf 13,1552 sf 20,120 sf 20,567 sf PAVEMENT GRAVEL (COMPACTION REQUIRED) [SP-3, 1/2" MIX, PG 58-28] EXTEND GRAVEL AND PIT �S�ONAL FNG RUN 6" PAST CURB. (TYP.) ���' �G\STFR� �ijiF STANDARD ROLLED Q� O �� CURB & GUTTER (TYP.) AS PER 13 100' -10o'- - - - NUJ I I c 28' RIGHT-OF-WAY e� C3, 137> ACHD SD 702 ALLEY TYPICAL SECTION `�--- 40' ,03' - - - c- -c- c- - - - - - - _-_- - - - - - - � U � 12" - 6" MINUS PIT RUN -- -- REVELER _ _ _144 _ 1 �T Q NOT TO SCALE C22 - _ - 492' _ _ w _ - - - - � 66 LEGEND / ,07' C65 64 66' 75' 80' 80' So 74 ,�• ,� --- -- --- CHECKED BY: BOUNDARY DAVID A. BAILEY P.E. 00 LOT LINES s,4o2 sf ROAD CENTERLINE DRAWN BY: 0 o O o ® o o © Q7 ® RIGHT OF WAY P/L 10,644 sf 8,250 sf 8,250 sf 8,800 sf 8,800 sf 8,800 sf 9,353 sf 1 LOT NUMBER P/L 120 BLOCK NUMBER 24'-0" BL 0 K 5 -BLOCK 7 - - - - � I I EASEMENT 12'-0" 10'-0" - - - - - - - - - - - - - -80, - - - - - - 80 - - - - - - 80 - - - - - -73 - - �� i 10'-0" 10'-0' loo' 7s' - - - SETBACK 75' N - _ 628' _ _ _ _ - AL€'Y-k O ^I STREET CUR NAME GUTTER & SW ---- SLOPE 2.00% SLOPE 2.00%-� '• - - - - _ _ _ _ _- -- - _ - - - - - T 9,235 sf I W. ASHTON DR. _ _ _ _ _�- -_ -_ - - - - _ _ _ 60jf5.5 50' 50' SO' 50' 50' 50' 50' S0' 50' 52 1 HANDICAP RAMP ,20' SEWER LINE s S s � WATER LINE W W W 2 1/2" ASPHALT EXTEND GRAVEL AND PIT PAVEMENT I I STORM DRAIN LINE RUN 6" PAST CURB. (TYP.) 0 0 5 0 6 o O o ® a O o 10 0 11 1200 �, O3 � nl PRESSURE IRRIGATION STANDARD ROLLED 4" - 3/4" MINUS CRUSHED GRAVEL Q ® OO CURB & GUTTER (TAR R PER 14" - 6" MINUS PIT RUN 6,60000 sf 5,500 sf 5,500 sf 5,500 sf 5,500 sf 5,500 sf 5,500 sf 5,500 sf 5,500 sf 6,832 sf I 9,120 sf o GRAVITY IRRIGATIONACHD SD-702 BL CK 6 ` J rn FLOW ARROW � � i FIRE HYDRANT120> a' CATCH BASIN 6 - 50' 50 50' - 50' -50' - - - 50' -50' - - - 50• - - 50' - 50' 00 LJ - - - - - - - - - - - - - - - - TYPICAL ALLEY SECTION _ _ _ - - � STOP SIGN NOT TO SCALE - - - - - - - - - - - - - - - EXISTING WATER WELL 0 A W _ _ _ _ BUGLE--CAL _ co - - -s3,' 9,120 sf FOUND ALUM. CAP - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I N MONUMENT - - - - - - - - - 50 -50,- - -50- - - - 50. - - - -50' 50' S0' 52' '9 1 N ao' 40' 1 FOUND BRASS CAP �✓ / ,20' 0 MONUMENT P/L 47'-0" P/L OCK � � � INFILL LOTS l� 33'-0" _ _ 0 14 � n n w 7'-0" 7'-0" O ® o O © o O o ® o Qg 10 11 12 13 o O o_ _ 5,500 sf 5,500 sf 5,500 sf T 6,832 sf 9,120 sf 0"5'-0' 16'-6" 16'-6" 5'-0" '-0' 400 sf 4,400 sf 4,400 sf 4,400 sf� 5,500 sf 5,500 sf 5,500 sf 5,500 sf z I 14'-6" 14'-6" 0 ,2o ao SLOPE SIDEWALK 1.75% t 0.25% PER ACHD SD 709 50- So' So'_ - - _ 5.0' -so 40' 40'- -- - - 40 50' 50 - - SLOPE 2.00% SLOPE 2.00% - - - - - - - N - - - - -- - - - - - - - - - - - - - - _ _ _$- - © n - 692' -ALL n nl=50' 40'--- - 40 40 40, 50> 50' 50' 50' 52' �� I 9,235 sf I 1 u- 120' 1 4" - 3/4" MINUS LOC CRUSHED GRAVEL CL 5" THICK CONCRETE SIDEWALK (TYP.) 0 0 2 1/2" ASPHALT 4" - 3/4" MINUS CRUSHED rn o © 0 0 0 ® o O9 10 1 1 12 13 co GRAVEL (COMPACTION REQUIRED) 5,500 sf 5,500 sf 6,832 sf N PAVEMENT �4,466 sf T4,400 sf �4,400 sf 5,500 sf 5,500 sf 5,500 sf O n w [SP-3, 1/2" MIX, PG 58-281 EXTEND GRAVEL AND PIT 0 M4,9® sf I 9,035 sf o RUN 6" PAST CURB. (TYP.) 5,961 sf STANDARD ROLLED 5,862 sf ' RIGHT-OF-WAY CURB & GUTTER (TYP.) AS PER - - 0, '�' I z 47 RIGHT OF WAY - - - L' ACHD SD 702 C91 ___4 40' 40' 50' 50' 50' S0' 50' - - - 50' � � 10T -- - _ u 0 TYPICAL SECTION \9, ��' j- - - - - - - - - - - - - Aw TRUMPETER _ _ _ '� _ :M - _ � Q � I 12" - 6" MINUS PIT RUN NOT TO SCALE � _ - - - - - - 44' 1 N_ Z z �w 419' �V � - z w z n ` 40' 40' 40' 40' 40 40 40 40' 40' �� T �� 107' -- 9 2_i 50.20' 1 N - a - - - - - - - - - - - - y� 1 16.02' V 11 w 7 M O r N N N 8,591 sf O o O 'pO ® O O © O 0 ® p O O 1D O 313, 1 O r I 4000 sf^ 4,000 sf 4,000 sf^ 4,000 sf 4,000 sf 4,000 sf `r I 4,000 sf 4,000 sf 4,000 sf N T o � ��yff > _ o \� I 121 0= Z (V \s LO K 9 , �^ n c c O \3s' 3T 13' 2T 13' 2T 13' 2T 13' 2T 13' 2T \ / 8,391 sf O nl 11 / p \ U 132 0 Z 0 15 0 14 0 13 0 12 0 p f / O O O O O �\ \, 4,839 sf 4,000 sf� 4,000 sf^ 4,000 sf� 4,045 sf� 4,357 sf� u ro� Q3 7,751 sf N , lo \ C79 9' 40'- _ 40' 40= 8' C78 17 150, n 62\ 9,153 sf 60 30 60 20 to Q \ 0 50_ _ 42. C17 / \ \ 1\ SCALE IN FEET mm W \ . \ 1„ 60, W N / 60,00 - - n \ 2s 58 � 59 0 23-1 4,402 sf 4,199 sf 6,334 s '/ s 60' - �t 1 16 9,201 sf � - !�i� W i \ / 1 & 6p, \ - \ \\1 i S74 O , s 4 sf 9,219 sf �' 4 60, - 8145 6 v I.LI \ �� �� O � B� \ - 11 9,237 sf OC 62• s0. 0 > 9,254 sf � � 86'-0" \\ /�/` V i \Cgs 9,272 sf h o/ �9 5 , - \ e W ` \\ 29 560.0 i i \ \ ` \\ -- ' 69,28899 sf - . OW - ROW - 1 (TYP) (NP) 1 ° �,\ \ i 9,307 sf \ O5'-0 N" 7'-0" 24'-0" 24'-0" 7'-0" 5_0» �\ �� \ � 9 � O 1.75% 1.75% ,\\ \\ \ \ \ \ �'4 A i \ \ 11,796 sf a 0 - W 2'-0" 22'-0" 12'-0" 22'-0" 2 -0 iV T^ t 0.25% t 0.25% , � \ \ �`I C� �_ � [� , 24?.9y' I � Lo 1.75%. �-1.75% \ \�,\ i i� - �5�8'\/\ �\ iv / 10,331 sf '� ® 3 0_ O '� 1 J • 2% 2% 'Y /�- o o -► `,\ i� - `O 4 �' M 8,663 sf 3,227 sf I I 4" OF -3/4" BASE 4" OF -3/4" BASE J C� SOD 5' WIDE 5" THICK CONCRETE SOD STANDARD 5' WIDE 5" THICK CONCRETE SIDEWALK (ACHD SD 709) 3" ASPHALT PAVEMENT VERTICAL CURB SIDEWALK (ACHD SD 709) SIDEWALK TO BE A MIN. TBC SIDEWALK TO BE A MIN. TBC i\ii \ - IO I EXTEND 4" MINUS AND 4' -3/4" AGGREGATE BASE & GUTTER (TYP) \ - J ELEVATION OR MAX 6° ABOVE AS PER ACHD SOD ELEVATION OR MAX 6 ABOVE \ �__-_ 1 CENTERLINE PITRUN 6" PAST CURB. 20" -6" PIT RUN SD-701 CENTERLINE ii`_ Css I Lo I t I (TYP.) i C40 - - - ' 323' - N - N W EXTEND J" MINUS AND i\ - - - - STANDARD VERTICAL CURB & GUTTER (TYP) AS PER PITRUN 6" PAST CURB. N7 ACHD SD-701 6" VERTICAL CURB T(NO GUTTER) PER ISPWC 4 �g26„W 1 N I SD-701A. BACKFILL PER ISPWC SD-706 6365' 'pO� (n 1 1 DATE: 09-13-2023 74' (TYP) RIGHT-OF-WAY 2 5�s I PROJECT: ENTRANCE SECTION , I C2023-001 NOT TO SCALE ' SHEET 6' l I