Loading...
PZ - Preliminary Plats LO 00 Ln i N 00 v� l i II O 1 o I • II z 0 0 O O� I � O O O (S O O O O O O N rn to � Q W �/� 0 30' 60'W co1 I c� W 11 I I I I O N co j Z • Ln d l CA w / SCALE 1" = 30' J I i r n t1 1 I I I I I I t—J I /� � II • I O o /U) o i li i iIi i � I J / 0+'00 I I 11 I I I � 1 1 r r 1+0 — I — 2+00 — 3+001 N CARISBROOKE AVE 4+00 11 to + — I — — 5+00 5+2 .78 CD ,/__-- Ln / V Ln z O CD 1 I I i �I � II •••/ II 1\� II I / // // i'i i rr nn V �, MO ell LU I I i / / i /i II O 0 0 0 0 O O O O O O O O ,,,,',,-%;-A20 /iiii� w O LL-1";e; LL CID / � //ge, i� II it / 1 el W W � � LW O CD O n n CARISBROOKE PROFILE m 0+00 1 +00 2+00 3+00 4+00 5+00 5+30 2560 2560 U � M N n C? r'7� +N CD m 2555 CD 2555 +N \ m 00 CD U CD 1.3710.1 rn CDFINISHED GRADE Y N� fv^ U 04 — — m O N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -0.40% rn a - - - - - - - - - - - - - - - - - - - W 2550 - - - - - - - - - - - - - - - - - - - - - 2550 W � � cn I Cn z EXISTING GRADE Q w C14 I-o o N Q �J J w W O () U O M = CD O � m S V m L1J o z � Q w L�J = Q 2545 2545 � U C:) `L- 0+00 1 +00 2+00 3+00 4+00 5+00 5+30 Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE SHEET ADA COUNTY HIGHWAY DISTRICT C3 . 0 w o CD LO it 2551 — ------------ \ ^�� �+ 0 \ 00 II 10 10 i O \\ LO LO 11 11 � E � N o BLOCK 3 BLOCK 4 S z I 12 12 00 0 I w > LLJ _ I OWNER: MARK N. HALL I— — I 1' 0 30' 60' w 13 c° I II 13 N I SCALE 1 30" = ' J I � r n IIF O V 14 14 CD + Q I � I "' J I I ii J OWNER: ANDREW ECHAVARRIA U I W ASCENT ST 1+00 2+100 LLJ \ \ 1 I I Z 0 O I \I I IQ V > Q I I fJ'--- m w / \ LL 14 13 12 11 a O8 O O O O4 0 2O O \\ 1 m Z � Iw W BLOCK 6 BL CK 6 BLOCK 6 W ` o U � ---- ----- -- `---- I I ,co - - - - - - 10 - -- - - -- - - - \ / - - ------------- — —— _— - - ---——————-- . �5'3�"P1r66.65' — -- — . , • . ,• . , . T=7 Id P d, • , • A . — . . A A.• - • -------------, a , --� yi--- _ --------------------- _ _ .. a a a W —� .---------------------------------------- / • d • ——— — W — --------- ----------------------- � �---------------- -- ----------------- -- — ---- _—N 34'724"E_ --- ---------- — W W_ -------------- — — — -- -226A QSI' — — — — — — — — --- — — — — 376.45' - ------------r-------- W. FRANKLIN ROAD (PUBLIC) ------------- W O W n ASCENT-ALLEY PROFILE 0+00 1 +00 2+00 3+00 Q 2560 2560 Q o� 2555 �� 2555 N +Lo O O N � O O m m +LO O M �' FINISHED GRADE `v o,n o �m (D M N Y m m -0.40% -0.40%--------- � L IN _0.40% w rn � r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — Cc LE UJ UJI -� M 2550 1I 7 EXISTING GRADE 2550 z W _ _ w t^ Lil ON ON J (n Q N CD Lj � Z Y O O H w W (Cn U O n CD M m 0 V m � w in Z Y � LLJ = Q W I­__ J 2545 2545 0+00 1+00 2+00 3+00 Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE SHEET ADA COUNTY HIGHWAY DISTRICT C3 . 1 LO 00 Ln I N \ 9 1 I II C) C) � I o 1 / I _ _ _ _ � ,�i/ // // ,/iiiiiii / II I � � �/ O O O O O � O O O O O O O O // / //� /� i////,� Q W 0 30' 60' W SCALE 1" = 30' J z rri z3+00 4+00 WEST ALLEY 5+00 z6 i7 z r , 1 77 �// -ri CD z CD III I I I j \ W /i i/' / // i/ /'/// //' / III I I II \ r ,/iii i i i,�ii/,,/i — 1I // / / V CT 0 CID Cn 1 WW �\ I SO`34'26"W 370.89' 1 I I I L/ W W LW O n ASCENT-ALLEY PROFILE C 3+00 4+00 5+00 6+00 6+23 W 2560 2560 Q 2555 2555 O M O O� +Lr) U MN r^ 0% m O V N U) N C) EXISTING GRADE ,p N m CD UJcn I 3 J W00 '""0M N � N U 2550 \ 2550 t^ t Lil� ON U (n FINISHED GRADE O m S \ v m i \ z L�j Q w ow� = Q — o U o = o 2545 2545 Plans Are Accepted For Public 3+00 4+00 5+00 6+00 6+23 Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE ADA COUNTY HIGHWAY DISTRICT SHEET C3 . 2 LO 00 Ln i N ri It O / I — — � .-- - - - - - _--- - - -- -- - - - —— - - - - --- — — — — — — — — — — — — - 00 I. --- z I 803 / ---- � O 2�03 2:103 �103 8D3 Cn _ /N ' i' I N. ZIMMERMAN LANE ,' 2I03 2�03 2�03 > N �i' ,// I (PRIVATE) �'� LLJ 0 30' 60' � ' /�,'� EGR EGR EGR Ems= __-- EGR EGR EGR EGR Z If/ IF i EGR '----- I � � - - J It j I Ii I OP SCALE 1" - 30' I I — --- — _ �P — NO°34'26"E 809.37' — ______TO - - ---- ------- / BLOCK 2 — '� i I i II O8-- / / ' 789.37' ---- �.0 J I I j I I IC-0 dEl 0400 1+00 / EAST ALLEY n O — �— — — — i — 2+I00 — — 3+I00 _ 3+56.78 o J U z O O � I ; I � ; o l I 1► I I � > � M W O n I m 1 � 0 0 0 0 @1 O O O O O O O O n � � co Oo V C� Cr � W N 11 11 I I j I I I I M ,�/ O U J CD I I I II 1 CO � rrr j I II N O6 (nn W II III I I N O 7� I / M 3 II i W II III it I , I W ' I , / Q I I �• I W it W CD Q n ALLEY PROFILE 0+00 1 +00 2+00 3+00 3+57 2560 2560 W Q n o� 2555 cA 2555 +N O m O 003 � FINISHED GRADE N m m Q N ------------ -0.42% z N — — — — — — — — — — Cc a - - - - - - - - - - - - - - - - - - - - - - - - - W 2550 - - - - - - - - - - - - - - — — — — — — — — 2550 W cn o I00 z EXISTING GRADE a- J LCD oN N =1PCD(n CD W Y O w WCD () U O M O CD a- M m S V m W o z � Q w L�J Q r o = o U o LL- o 2545 2545 0+00 1 +00 2+00 3+00 3+57 Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE SHEET ADA COUNTY HIGHWAY DISTRICT C3 . 3 LO 00 OWNER: GLENN NEWKIRK FAMILY TRUST N LLI E 00 0 LLJ O I , ` ♦,`\`� `,,,,,,♦ I 6 BLOCK 1 `� ,\, �� \ ,`�„\����, \ �� \ SCALE 1" = 30' J LLI i J z o 0�00 W PERUGIlI+�O \ `,\,\��\\ ,\\� ���,'�' \ CD \ � 0 LU OLLI BLOCK 3 BLOCK 4 w O2 �\,\�,` \ LU O LLJ M C14 �I I BLOCK 5 ,\�,��`�`�� W L� Q O C� n-� PERUGIA PROFILE 0+00 1 +00 2+00 2+78 00 CD CD n 00o N LQ� p N O+N I O Lr)3a 6 O U U ±N n � FINISHED GRADE m +CD N N Cl M -0.40% 41 - .40% — — — — — — — — — — — — — — — — % 2550 - - - - - - - - - - - - - - - - - - _-0.40% - - - 2550 N m v O v=i EXISTING GRADE LLJ a w - °O t^ Lil ON N U N �Jv Q L N N n Z Y � O w W () U O M 2545 2545 o m CD 0+00 1+00 2+00 2+78 V mo z w Q w L o = Q o c� o L- o Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE SHEET ADA COUNTY HIGHWAY DISTRICT C3 .4 LO 00 \ \ LID p `\ CV CY) O o LLJ \ \ \\ 0 50' 100' w � SCALE 1" = 50' I BLOCK 1 \\ 0 \ \\ Q Z O O � o 10 s \ + \ - - - - I M 0 O c- Q ILL O BLOCK 1 \\\ `\\ W I J 8 `�� \ \ m L� W W o' w \\ \ Q I \\ W W LINE A S PERUGIA \ \ I x 1 I I \ O BLOCK Q 2 BLOCK 4 J I \ I BLOC 2 \\ \ Q w I 0 0 0 \ \ c I m Uj wl \ � w I \ I BLOCK 5 10 10 O ( LI—I I 11 11 I � 12 BLOCK 12 I (� O BLOCK 4 I 13 13 w I 14 z I 14 J Y M ♦^ i MCn V N m LINE CS ASCENT LINE B Z N S I w rn I N I I I J U awo Cn 14 13 12 11 l0 9 8 7 6 5 4 3 2 1 z New ¢ w O O O O O O O O O O O Ww � C v � oIM BLOCK B C BLOCK 61 V o m o CD 0 E IDIAN - APPROVED FOR z CONSTRUCTION Q w W w � = Q J (Y - - - - - - 8 - - - - o 0 o LL o These plans and/or specifications have been reviewed for —W W _ _ compliance with Meridian City Standards and Specifcations. W- This review does not relieve the owner, engineer, or contractor — — — — — — of the responsibility to design and/or construct those facilities — I — — — — — — — — — — — — — in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains — the right to enforce. Inconsistencies not noted by City staff shall SS SS o SS not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. SHEET Name Date C4 . 0 LO 00 - 2�03 2�03 2�03 2�03 Ln N I N. ZIMMERMAN LANE 2�03 803 r (PRIVATE) -EG' --r-EGR EGR EGR EGR EGR EGR SSMH 9 `� I EGR STA: 1+38.05 i U� 1 0 I k-4-4 OP- np-� np np NO°34'26"E 809.37' C II Og BLOCK 2 789.37' + I W Z 0 o I I i C) M M- ~ +7 LINE D c° LLJ I 0 30' 60' �I s s W SSMH 2 Z J- - I I 3 STA: 5+94.88 - - - - _ � I SCALE 1 = 30, J - - - -I- - - - - I O cNn I W I I I I Q O Q 0 0 0 0 0 0 0 0 6 0 0 0 0 N 0 6 0 m Z CG 00 V Q> Cl't � Crl N V 01 C11 Im N I I co W Uj z O O O rn NI - 3 (D _ 0 I I w w p) w w V00 / z_ N I J J Q N Ial STA: 0+39 53 O STA: 1+22.55 mow// M LINE A S 1+00 LINE A W 2+�00 3+ISO 4+00 LINE A O O Q I s- s s s c� - r - - - - - - N CARISBROOKE AVE _ _ _ SSMH 3 0 SSMH 0+00.00 6 I W - STA: 4+79.33 w STA: M M M M M • I I O // m O / � W I 00 Qp 3 D I I J G0- O o .n I I N 0 zl O O O O O O O 0 0 O O 0 0 6 I I / / co Gxlkl- /i SEWER LINE A PROFILE W Q I 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 6+21 1 W 0 - - - - - - - -FINISHED S-HE D-GRADE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W - - - - - - - - - -2550 C� � EXISTING GRADE 8" WATER MAIN 8" WATER MAIN 2545 2545 0 24.01 LF 8" SEWER @ 0.42% N m 35.53 LF 8" SEWER @ 0.42% 4 z o N 111.55 LF 8" SEWER @ 0.40% W 352.78 LF 8" SEWER ® 0.40 LUN rn 79.03 LF 8" SEWER 0.4 % 4 48"0 SSMH 2 Z N oo w 2540 48"0 SSMH 5+94.88 SEWER LINE A-SW 2540 U a w o N Q 4+79.33 SEWER LINE A-SWR z ci, c' w Y of w RIM 2550.5 8" IN 2542.33-W w C) " IN 2542.33-N U v o � a = 8" IN 2541. 8-W 8 o a 48"0 SSMH 4 8" OUT 254 .68-S 8" OUT 2542.23-E CD m E48COSSMH 1+22.55 SEWER LINE A-SWR 48"0 SSMH 6 39.53 SEWER LINE A-SWR RIM 2551.8t 0+00.00 SEWER LINE A-S�I m � o RIM .00 S t 2553.0t 8" IN 2540.26-N CAW " APPROVED FOR z RI IN 2539.59-NW 8" IN 2539.84-N 8" IN 2540.26-E IDAHO E I I N.- 8" OUT 2539.49-S 8 OUT 2539.74-SE 8" IN 2540.26-W o v o o 8" OUT 2540.16-S CONSTRUCTION Q w � w These plans and/or specifications have been reviewed for 2535 2535 compliance with Meridian City Standards and Specifcations. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. 2530 2530 SHEET 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 6+21 Name Date C4 . 1 LO 11 N 11 00 ' LO I I N BLOCK 3 I CV 12 BLOCK 4 I � 12 W E C� — —CD 6 w b OOWNER: MARK N. HALL I O I 00 � I 13 S �O � F 14 14 �0 0 30' 60' Q �W I I I z I I - SSMH 9 SCALE 1" = 30' rrJnn STA: 1+38.05 n V M M M M OWNER: ANDREW ECHAVARRIA Of Q w J 1+ S 0 0 S 1+00 1+00 S 1+ 12 J � � I Q I � ., SSMH 4 JLU O STA: 1+22.55 STA:H 1$85.12 I v m 3 z O O CD U-) = 0 o 0 0 � I 14 13 12 11 10 9 O O O O O O O O I W c� w � wo BLOCK 6 BL C 6 BLOCK 6 I O Q � SSMH 5 m STA: 0+39.53 I I I W W �I U _ - - - - - - - - - - - - - - - - a - , : ♦ • d • •d • A d ♦ \� . \ •. d •• d d♦ • • .A. d W W — —SSMH 6 a d STA: 0+00.00 vv I — — — — — — — — — — — — — — — — — — — — — — — — W. FRANKLIN ROAD (PUBLIC) SS— �SS o SS SS 0 U SEWER LINE C PROFILE SEWER LINE B PROFILE 1 +38 1 +00 0+00 0+00 1 +00 1 +85 m O FINISHED GRADE W FINISHED GRADE C — — — — — — — — — — — — — — — — — — — — — — — — — EXISTING GRADE W 2550 2550 Q EXISTING GRADE 2550 2550 W C� 8" WATER MAIN 8" WATER MAIN 25415 2545 254 15 2545 0 �•w■ U V T N m Q N N FL ~ cn10 N N � I = w W 0 Q U N 4.05 LF 8" SEWER ® 0.41� 181.12 LF 8" SEWE © 0.41% Q — N cn a 2540 2540 (~ -_ W c0 Q w 48"� SSMH 9 2540 48 540 0 SSMH 8 iz w �J o (n U o o 1+38.05 SEWER LINE C SWR 48"� SSMH 4 1+85.12 SEWER LINE B-SWR CD M RIM 2552.4t RIM 2551.1 t C° 1+22.55 SEWER LINE A SWR 48"0 SSMH 4 V 8" OUT 2540.81-E RIM 2551.8t 1+22.55 SEWER LINE A-SWR 8" OUT 2541.00-W RIM 2551.8t i� m � / 8" IN 2540.26-N E IDIAN_ APPROVED FOR 8" IN 2540.26-E 8" IN 2540.26-N I D A H O Q w L 8" IN 2540.26-W 8" IN 2540.26-E CONSTRUCTION � = Q J v 8" OUT 2540.16-S 8" IN 2540.26-W 8" OUT 2540.16-S These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifcations. 2535 2535 2535 2535 This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. 2530 2530 2530 2530 SHEET 1 +38 1 +00 0+00 Name Date 0+00 1 +00 1 +85Z�_- j C4 . 2 LO 00 Ln 2103 2�C3 2iO3 2�03 � � N EGR EGR EGR EGR cn C'7 O O 00 -NO°34'26"E 809.37' 1771 1z 789.37' G �- — O O Cn LLJ M M 0 30' 60' � LU T0 0 S 1+0 cn 1+ 4 O 7 SSMH 2 SSMH 7 SCALE 1" = 30' LJ STA: 5+94.88 STA: 1+48.41 V 0 J J / Q O O — I O O O O O _0 co z G.q j z o 0 0 w � W m / O s LL SSMH 3 ;)K / STA: 4+79.33 / °y // / w M /// m W W / / U / ellQ W SEWER LINE D PROFILE 0+00 1 +00 1 +48 W CD n FINISHED GRADE W W Q 2550 - - - - - - - - - - _ — _ 2550 EXISTING GRADE g" WATER MAIN 254 545 41 �F g„ SEWER ® 1.85% m 144. 48"0 SSMH 7 Z N r 1+48.41 SEWER LINE D-SWR w rn RIM 2551.5t a' � rn o 8" OUT 2545.00-S `n � W � 00 � po U' o Z 48"0 SSMH 2 Q 4J C 4 oN N 2540 5+94.88 SEWER LINE A-SWR 2540 z N CDw ¢ Uj � Z � 00 RIM 2550.8± oCQ 8" IN 2542.33-W o a 8" IN 2542.33-N m 8" OUT 2542.23-E V m o i (�/-W IDIAN - APPROVED FOR zLi IDAHO Q W W Li CONSTRUCTION � = Q J o � oLL_ o These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifcations. 2535 2535 This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. 2530 2530 Name Date SHEET 0+00 1 +00 1 +48 C4 . 3 Lo 00 \ Ln PRELIMINARY PLAT SHOWING N \ \ N P/L P�L \ 0 50' 100' 20'-C" \ ASCENT SUBDIVISION � Eo 2 8'-0" 8'-0" 2 ` \ SCALE 1" = 50' O cU� 20.00' \\ A PARCEL OF LAND BEING LOCATED IN THE SE s o z 3' 6°- -°°° \\ \\ 1 /4 OF THE SW 1 /4 OF SECTION 10, S�OPFgX CUT 2' 1' MPX SLOPE 2.00% SLOPE 2.00% 1 PE \Sao \ T. 3N . , R . 1 W. , B . M . , ADA COUNTY, IDAHO Q W F'`` CUT MARCH 2020 Lu S� 14" - PIT RUN 4" - 3/4" MINUS 1 FT RIBBON CURB I W STANDARD ROLLED CURB & GUTTER CRUSHED GRAVEL d� \ W PINE AVE �11 - t.J \ \\ \ .PER ISPWC AND ACHD \ PURDAM STUB SUPPLEMENTAL DRAWING SD-702 2-1/2" ASPHALT PAVEMENT O \ DRAIN 20 FT PUBLIC ALLEY/PRIVATE DRIVE SECTION BLOCK 1 I \\ \ \\ DRAIN RELOCATION NTS \ U \ \ \ PROJECT LOCATION z CD CD W FRANKLIN ST C� c� w 31, EASEMENT ROW 37,_0„ ROW EASEMENT - 10 9 sr, \ 33'-0" O \\ F \ STORM DRAIN FACILITY LLI 2'-0"y{ 16'-6" 16'-6" I► 2'_0" I m O \ `?i��. \ O Q 1 s —0 8 —0 1 I � 1 \\ — - � LL 14'-6" 14'-6" w V. LLI PRIVATE DRIVE \ � 2'-0" 5'-0 j �' 6 BLOCK 1 a SAC MqX CU 2'_0" 1 MPX C� COMMON LOT \ Y .., z m PF T �'• O \�-- SLOPE 2.00% SLOPE 2.00% U W g co 3 1 tijq I 7 \ cn SHOP Fl(� X CUT I w \ \ \\ PURDAM STUB Q 4" - 3/4" MINUS 2 1/2' ASPHALT I , DRAIN CRUSHED GRAVEL PAVEMENT W PER�UGIA ST \\ W \ CD STANDARD ROLLED CURB & GUTTER 14" PIT RUN g ��O ,o� - \ STORM DRAIN FACILITY PER ISPWC AND ACHD �0 �O SUPPLEMENTAL DRAWING SD-702 CONCRETE SIDEWALK PER ISPWC AND ACHD SUPPLEMENTAL DRAWING m 6 1-84 SD-709 O O 2$ 1 \ SR \ 00 I 00, TYPICAL 37FT ROW SECTION - NTS - BLOCK 3 O 1 (LOCK 4 O \ \\ Mf I \ o � � 1 w , �1 1 4 \\ VICINITY MAP O 1 NOT TO SCALE OACHD SIDEWALK O \ (m EASEMENT `\ \ ACHD SIDEWALK I \ ROW 47'-0„ ROW i ( EASEMENT O1 I O 2 \\ Q Fh 1 D. \ PRELIMINARY DEVELOPMENT FEATURES 33'-0" I I 01 I 1 11 20.0 ' 7 I 7.0 1 O 16.00' \\ TOTAL ACRES.............................................. 4.97 AC 5'-0" 16'-6" 16'-6" 5'_p" 2 FT FLAT LANDING 11 1 \ TOTAL LOTS................................................. 57 2 FT FLAT LANDING BEHIND SIDEWALK I 16. 0' 3 \ COMMON AND OPEN SPACE LOTS.............. 12 BEHIND SIDEWALK ' O \ BUILDABLE LOTS.......................................... 43 14'-6" 14'-6" I \ \ TEMPORARY ACCESS LOT............................ 1 Q 0' \ COMMON DRIVE LOT.................................... 1 3 MqX MPX CO 1 \ AVERAGE BLDG. LOT SIZE........................... 2,572 SF SLOP T w 9 I O \ DENSITY.................. / SRO ...................................... 8.65 UNITS ACRE F SLOPE 2.00% SLOPE 2.00% -� \ PROPOSED ZONING...................................... R-15 5;1 MPX FU�� F4C MqX CUT + , 10 LJ- 2.5" ASPHALT 14" OF 6" CONCRETE SIDEWALK PER ! I � BLOCK 3 1 0 1 LOCK 4 S �R PG 58-28 MINUS PIT RUN ISPWC AND ACHD m 11 m 1 11 m ��� I� EL EXTEND BASE MATERIALS SUPPLEMENTAL SD-709 m N rn 6" BEHIND CURB (TYP) (TYP) o' 4" OF 3/4" MINUS STANDARD ROLLED CURB & GUTTER 12 Z 12 IM NOTES CRUSHED GRAVEL PER ISPWC & ACHD SUPPLEMENTAL DRAWING SD-702 _ N 47' TYPICAL ROW SECTION 1 $oo' 13 10 13 0 N 1. MERIDIAN CITY WATER AND SEWER SHALL BE EXTENDED TO ALL LOTS. - NTS - d'O R�a� M 2. ALL LOT SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET w 1 14 1 14 R p LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE TEN 10 (TEN) FEET ADJANCENT TO �800, N ANY PUBLIC STREET, EXCEPT AS OTHERWISE SHOWN, THERE SHALL BE A 3 (THREE) FOOT PUBLIC UTILITY, IRRIGATION AND LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT N " I LINE NOT ADJACENT TO A PUBLIC STREET. z o - o oCD CD - W ASCENT ST 3. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE w rn o s STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING a' PERMIT. LLB N M o PAL 37'-C" P�L �O I 4. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO THE SITE FROM z <n o `� mLLJ 100 EXTENSION OF EXISTING SYSTEM ON ADJACENT PROPERTY. THE SUBDIVISION WILL BE w - 0O o �25'-0" c�� 5O SUBJECT TO ASSESSMENTS OF THE NAMPA AND MERIDIAN IRRIGATION DISTRICT. � � J oN N � Z `L Q c~n 1 7 0 5. STORM DRAINAGE SHALL BE COLLECTED AND TREATED ON SITE BEFORE 1 FT FLAT LANDING DISCHARGING TO THE PURDEM GULCH DRAIN AT PREDEVELOPMENT DISCHARGE RATE. LLB '1' o x 1 FT FLAT LANDING 5'-0" 12'-6 112'-6" 5'-0" BEHIND SIDEWALK I o STORM DRAIN SYSTEM TO BE REVIEWED AND APPROVED BY NAMPA MERIDIAN IRRIGATION BEHIND SIDEWALK BLOCK 6 DISTRICT AND THE CITY OF MERIDIAN. V m o 12'-0" 12'-0" BLOCK 6 m o EXISTING 5 14 13 12 11 10 9 8 7 6 O5 O4 3 2 O 6. LOT 9, BLOCK 6 IS DESIGNATED AS A TEMPORARY ACCESS LOTS. LOT 9, BLOCK z 3.� MqX MPX SIDE K 2 _ 6 WILL BE HAVE BOLLARDS INSTALLED IN THE PAVEMENT AND WILL BE CONVERTED TO v w S�OPF SLOPE TO BE S TO N S\�P� PEDESTRIAN AND FIRE ACCESS-ONLY ONCE THE PROPERTY TO THE NORTH (NEWKIRK, o LLJ o o :. •. GLENN FAMILY TRUST) DEVELOPS. ;1 MPX FUG FCC MqX CUT - - - - - - - SFT - 10 - - - - 8 - - SIDEWA K 89'15'34"W 366.65' s\o NA L F 2.5" ASPHALT 14" OF 6" CONCRETE SIDEWALK PER -2553_ 2553 5 PG 58-28 MINUS PIT RUN ISPWC AND ACHD \ NO'34'24"E-W ��, `,1STE G1/ EXTEND BASE MATERIALS 1897.44' EXISTINGI �� 33.88' 6" BEHIND CURB (TYP) (TYPjLEMENTAL SD-709 — - EXISTING 10' WIDE _ ANDGLITTERRB o - N89'15'34"W 366.65 - _ - _ EXISTING URB 4" OF 3/4' MINUS STANDARD VERTICAL CURB AND NO PLANTER STRIP AND z554 �O �� AND GUTTER PLANNER ENGINEER OWNER / DEVELOPER SURVEYOR CRUSHED GRAVEL GUTTER PER ISPWC & ACHD BARROW niTru - I- _ - - - / / EXISTING 10' WIDE _ 03 24 20 SUPPLEMENTAL DRAWING SD-701A W FRANKLIN ROAD 2555 PLANTER STRIP AND SCHULTZ DEVELOPMENT CK-ENGINEERING T&M HOLDINGS LLC sTq P�0 O SS 2554� _BARROW DITCH IDAHO SURVEY GROUP TE OF �� Q TEMPORARY ENTRANCE SECTION (NO PARKING EITHER SIDE) -ss o SS— MATT SCHULTZ CHAD KINKELA, P.E. DOUG McMASTER GREG CARTER, P.L.S. y�oS. KIN��� - NTS - P.O. BOX 1115 1300 E. STATE ST. P.O. BOX 2640 1450 E. WATERTOWER ST. MERIDIAN, IDAHO 83680 SUITE 102 EAGLE, ID 83616 SUITE 130 208-880-1695 EAGLE, ID 83616 208-941-5709 MERIDIAN, ID 83642 SHEET 208-846-8570 208-639-1992 c 1 ■ O S89'15'34"E 2640.54' / 00 I \ Ln \ \ PRELIMINARY PLAT SHOWING N PRELIMINARY DEVELOPMENT FEATURES \ \\ N WROUGHTON ELLIS M & K M TRUST 4260 W \ TOTAL ACRES.............................................. 4.97 AC FRANKLIN RD \ � E TOTAL LOTS................................................. 57 I MERIDIAN ASCENT SUBDIVISION ID 83642 \ COMMON AND OPEN SPACE LOTS.............. 12 PARCEL # S1210346740 \ \ BUILDABLE LOTS.......................................... 43 \ \ TEMPORARY ACCESS LOT............................ 1 C) \ \ A PARCEL OF LAND BEING LOCATED IN THE SE COMMON DRIVE LOT.................................... 1 00 20.00' `V �\ \ S AVERAGE BLDG. LOT SIZE........................... 2,572 SF z \ \ 1 /4 OF THE SW 1 /4 OF SECTION 10, DENSITY........................................................ 8.65 UNITS/ACRE o \ \ \ PROPOSED ZONING...................................... R-15 \ T. 3 N . , R . 1 W. , B . M . , A D A COUNTY, IDAHO TOTAL OPEN SPACE..................................... 48,373 SF (22.34%) W MARCH 2020 0 50' 100' Z \ IIr \ \\ \\ NEWKIRK GLENN FAMILY TRUST SCALE 1 = 50 NOTES Q O \ 4250 W FRANKLIN RD \ \\ \ MERIDIAN , ID 83642 J I^ BLOCK 1 \ \ PARCEL # S1210346801 1. MERIDIAN CITY WATER AND SEWER SHALL BE EXTENDED TO ALL LOTS. J \ \ \ 2. ALL LOT SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET MGB INVESTMENTS LLC W LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE TEN 10 (TEN) FEET ADJANCENT TO U FRANKLIN RD 7272 SF \ \ f \ ANY PUBLIC STREET, EXCEPT AS OTHERWISE SHOWN, THERE SHALL BE A 3 (THREE) MERIDIAN , ID 83642 \ d'- \ FOOT PUBLIC UTILITY, IRRIGATION AND LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT n PARCEL # S1210346730 I �� \ \ LINE NOT ADJACENT TO A PUBLIC STREET. 7V 3. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE z O O 30.0' STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING 0 ' 20.0' 0 4806 SF \ \ \\ PERMIT. 115.6' \ I 4. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO THE SITE FROM - \s' \ EXTENSION OF EXISTING SYSTEM ON ADJACENT PROPERTY. THE SUBDIVISION WILL BE Q 10 O 2477 SIF O 20.4' A� \\ SUBJECT TO ASSESSMENTS OF THE NAMPA AND MERIDIAN IRRIGATION DISTRICT. w I 95.1' \Sj \ I 5. STORM DRAINAGE SHALL BE COLLECTED AND TREATED ON SITE BEFORE DISCHARGING TO THE PURDEM GULCH DRAIN AT PREDEVELOPMENT DISCHARGE RATE. iv o o 2005 SF 5 � \ STORM DRAIN SYSTEM TO BE REVIEWED AND APPROVED BY NAMPA MERIDIAN IRRIGATION O Q 1 \ I DISTRICT AND THE CITY OF MERIDIAN. 95.1' v �, OLL PRIVATE DRIVE - (D 2197 SIF O ��Q \\ \\ 6. LOT 9, BLOCK 6 IS DESIGNATED AS A TEMPORARY ACCESS LOTS. LOT 9, BLOCK W COMMON LOT 00 N 6 N BLOCK 1 �" \ I 6 WILL BE HAVE BOLLARDS INSTALLED IN THE PAVEMENT AND WILL BE CONVERTED TO m 04 O -f- PEDESTRIAN AND FIRE ACCESS-ONLY ONCE THE PROPERTY TO THE NORTH (NEWKIRK,co W W � 8 \ rn 2458 SF O \ �\\ \ GLENN FAMILY TRUST) DEVELOPS. ~ 00 I `' 7183 SFrD \ \ a Y 00 190.0, \ 6.1' \ \ Q MGB INVESTMENTS LLC I z N I 39.0' \ 4380 W FRANKLIN RD n MERIDIAN ID 83642 BALDWIN, HARLIN C J3: W PERUGIA ST \ PLANNER ENGINEER PARCEL # S1210346603 124 N FRITTS LN cD o I \\ MERIDIAN , ID 83642 y on F, LJ PARCEL # S1210346720 Y I a \ \\\ \ w d- M , 6$ 63.9' �¢ �5 58.7' �9 \ \ SCHULTZ DEVELOPMENT CK-ENGINEERING z ai '�- 1 587 SF 1 S" 1 560 SF 1 \ \� ass_ \\ MATT SCHULTZ CHAD KINKELA, P.E. 88.8' P.O. BOX 1115 \ 1300 E. STATE ST. , N 2546 SF O2 MERIDIAN 2 , IDAHO 83680 (ol N 2518 SF \s� \\ SUITE 102 208-880-1695 cV 989'BLOCK 3 • - BLOCK 4 \O 98.7' O � \ \ EAGLE, ID 81111 MI N 2085 sF 3 N N 2082 SF N \ �\ f \\ 208-639-1992 1 98.8' 98.8' \k \ \ \ N 2281 SF O N N 2282 SF O M \ 04 jl 2373 SIF 5 4 4 98.9 5 4 \\ \\ I OWNER / DEVELOPER SURVEYOR O N N 2377 SF BLOCK 5 im N \ \ I 987 6 cl C�l 989 6 o O \\ \\� \\ I \ T&M HOLDINGS LLC IDAHO SURVEY GROUP Q N 2569 SF O 0 N 2577 SF O N _ \ \ DOUG McMASTER \ P.O. BOX 2640 GREG CARTER, P.L.S. 98 6, N I 1450 E. WATERTOWER ST. EL N 2079 SF 99.0 O 7961 SF N f \ EAGLE, ID 83616 SUITE 130 O N N 2088 sF N P \ \ 208-941-5709 �I I \ \ MERIDIAN, ID 83642 O N 98.6' 99.1' :--_ \ \ I 208-846-8570 N 2275 SF O N N 2288 SF O N 36.0' 41.0' \\ \ \ Q �I 0 98.5' cD 99.1, o L \ O O a 3198 SF 4298 SFa 2384 S N L" \\ \ Ico N m 98.4' 99.2' m 00 O 4 \\ \ 0 00 O r o N N 2562 SIF 10 N ,, 2584 SF 10 '.6 :z M r- � I N J 00 z z Q ro Li z o Y Y BLOCK 3 98.4' Y BLOCK 4 99.3' °_° z N N EL 2073 SF 11 N 2094 SF 11 �, QNo w a 98.3' a 99.3' 36.9 p \ a =CD ' N 2267 SF 12 04Z N 2294 SF 0 ENI M w 98.2' CD99.4' m o 2359 SF 13 N N 2375 SF 13 oN N 5.0 97.7' 14 94.5' 1782 SF 0 _& 1746 SF 14 Li.01 N o Q CD N o m 58.2' 58.5' I Y o N a-�� Lo z o I I ECHAVARRIA, ANDREW a N w rn 4110 W FRANKLIN RD Cc � rn W ASCENT ST I MERIDIAN , ID 83642 (D<zz 1 � N o PARCEL # S1210347003 W wi m J z F, W pp Q 39.3' 25,1' 25.1 29.0' s 56.0' �1 29.0' 25.1 25.1' 27.0' 27.0' 27.3 iv 0 Li a Z w o °I o 00 UJ V) Lo c N � U- U- ^I w 0 N (/� (/1 V7 (n V7 N Q J N N W % O O N n = N N W CD w O� I� n n ^ n ^ coQO u W = () U O X N r7 O N O N O N O M O CV O N O CD ON O N O N O N r7 I d U CD C� CDco co co co co 00 � O m BLOCK 6 BLOCK 6 V m o 14 13 12 11 10co O 8 O O O O O O O I I ` j z w 39.0 25.1' 25.1' 29.0' 29.0' 25.1' 25.1' 27 Q w .0' 27.0' 27.1' 31.7' = Q - o v o LL_ o li 2661 SF 127.7' 10 553 37.0' 3777 SF 8 0 202.0' TOID �s\o NA L F,y N89°15 34"W 366.65' �� ��s r E 2553 2553 NO'34'24"E S.9 S.10 I 33.88' 1897.44 _ _ - I N89°15'34"W 366.65 S.16 S.15 55 376.45' 412 I - - - - - - - - - - - - - - - I- - _ - - _ _ 03/24/20 2555 STa T �P 2554 W FRANKLIN ROAD C1 E O F �o Px\y�0 S. KIN`�� SHEET cl . 1 Lo 00 \ Ln PRELIMINARY PLAT SHOWING N \ \ N P/L P�L \ 0 50' 100' 20'-C" \ ASCENT SUBDIVISION � Eo 2 8'-0" 8'-0" 2 ` \ SCALE 1" = 50' O cU� 20.00' \\ A PARCEL OF LAND BEING LOCATED IN THE SE s o z 3' 6°- -°°° \\ \\ 1 /4 OF THE SW 1 /4 OF SECTION 10, S�OPFgX CUT 2' 1' MPX SLOPE 2.00% SLOPE 2.00% 1 PE \Sao \ T. 3N . , R . 1 W. , B . M . , ADA COUNTY, IDAHO Q W F'`` CUT MARCH 2020 Lu S� 14" - PIT RUN 4" - 3/4" MINUS 1 FT RIBBON CURB I W STANDARD ROLLED CURB & GUTTER CRUSHED GRAVEL d� \ W PINE AVE �11 - t.J \ \\ \ .PER ISPWC AND ACHD \ PURDAM STUB SUPPLEMENTAL DRAWING SD-702 2-1/2" ASPHALT PAVEMENT O \ DRAIN 20 FT PUBLIC ALLEY/PRIVATE DRIVE SECTION BLOCK 1 I \\ \ \\ DRAIN RELOCATION NTS \ U \ \ \ PROJECT LOCATION z CD CD W FRANKLIN ST C� c� w 31, EASEMENT ROW 37,_0„ ROW EASEMENT - 10 9 sr, \ 33'-0" O \\ F \ STORM DRAIN FACILITY LLI 2'-0"y{ 16'-6" 16'-6" I► 2'_0" I m O \ `?i��. \ O Q 1 s —0 8 —0 1 I � 1 \\ — - � LL 14'-6" 14'-6" w V. LLI PRIVATE DRIVE \ � 2'-0" 5'-0 j �' 6 BLOCK 1 a SAC MqX CU 2'_0" 1 MPX C� COMMON LOT \ Y .., z m PF T �'• O \�-- SLOPE 2.00% SLOPE 2.00% U W g co 3 1 tijq I 7 \ cn SHOP Fl(� X CUT I w \ \ \\ PURDAM STUB Q 4" - 3/4" MINUS 2 1/2' ASPHALT I , DRAIN CRUSHED GRAVEL PAVEMENT W PER�UGIA ST \\ W \ CD STANDARD ROLLED CURB & GUTTER 14" PIT RUN g ��O ,o� - \ STORM DRAIN FACILITY PER ISPWC AND ACHD �0 �O SUPPLEMENTAL DRAWING SD-702 CONCRETE SIDEWALK PER ISPWC AND ACHD SUPPLEMENTAL DRAWING m 6 1-84 SD-709 O O 2$ 1 \ SR \ 00 I 00, TYPICAL 37FT ROW SECTION - NTS - BLOCK 3 O 1 (LOCK 4 O \ \\ Mf I \ o � � 1 w , �1 1 4 \\ VICINITY MAP O 1 NOT TO SCALE OACHD SIDEWALK O \ (m EASEMENT `\ \ ACHD SIDEWALK I \ ROW 47'-0„ ROW i ( EASEMENT O1 I O 2 \\ Q Fh 1 D. \ PRELIMINARY DEVELOPMENT FEATURES 33'-0" I I 01 I 1 11 20.0 ' 7 I 7.0 1 O 16.00' \\ TOTAL ACRES.............................................. 4.97 AC 5'-0" 16'-6" 16'-6" 5'_p" 2 FT FLAT LANDING 11 1 \ TOTAL LOTS................................................. 57 2 FT FLAT LANDING BEHIND SIDEWALK I 16. 0' 3 \ COMMON AND OPEN SPACE LOTS.............. 12 BEHIND SIDEWALK ' O \ BUILDABLE LOTS.......................................... 43 14'-6" 14'-6" I \ \ TEMPORARY ACCESS LOT............................ 1 Q 0' \ COMMON DRIVE LOT.................................... 1 3 MqX MPX CO 1 \ AVERAGE BLDG. LOT SIZE........................... 2,572 SF SLOP T w 9 I O \ DENSITY.................. / SRO ...................................... 8.65 UNITS ACRE F SLOPE 2.00% SLOPE 2.00% -� \ PROPOSED ZONING...................................... R-15 5;1 MPX FU�� F4C MqX CUT + , 10 LJ- 2.5" ASPHALT 14" OF 6" CONCRETE SIDEWALK PER ! I � BLOCK 3 1 0 1 LOCK 4 S �R PG 58-28 MINUS PIT RUN ISPWC AND ACHD m 11 m 1 11 m ��� I� EL EXTEND BASE MATERIALS SUPPLEMENTAL SD-709 m N rn 6" BEHIND CURB (TYP) (TYP) o' 4" OF 3/4" MINUS STANDARD ROLLED CURB & GUTTER 12 Z 12 IM NOTES CRUSHED GRAVEL PER ISPWC & ACHD SUPPLEMENTAL DRAWING SD-702 _ N 47' TYPICAL ROW SECTION 1 $oo' 13 10 13 0 N 1. MERIDIAN CITY WATER AND SEWER SHALL BE EXTENDED TO ALL LOTS. - NTS - d'O R�a� M 2. ALL LOT SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET w 1 14 1 14 R p LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE TEN 10 (TEN) FEET ADJANCENT TO �800, N ANY PUBLIC STREET, EXCEPT AS OTHERWISE SHOWN, THERE SHALL BE A 3 (THREE) FOOT PUBLIC UTILITY, IRRIGATION AND LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT N " I LINE NOT ADJACENT TO A PUBLIC STREET. z o - o oCD CD - W ASCENT ST 3. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE w rn o s STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING a' PERMIT. LLB N M o PAL 37'-C" P�L �O I 4. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO THE SITE FROM z <n o `� mLLJ 100 EXTENSION OF EXISTING SYSTEM ON ADJACENT PROPERTY. THE SUBDIVISION WILL BE w - 0O o �25'-0" c�� 5O SUBJECT TO ASSESSMENTS OF THE NAMPA AND MERIDIAN IRRIGATION DISTRICT. � � J oN N � Z `L Q c~n 1 7 0 5. STORM DRAINAGE SHALL BE COLLECTED AND TREATED ON SITE BEFORE 1 FT FLAT LANDING DISCHARGING TO THE PURDEM GULCH DRAIN AT PREDEVELOPMENT DISCHARGE RATE. LLB '1' o x 1 FT FLAT LANDING 5'-0" 12'-6 112'-6" 5'-0" BEHIND SIDEWALK I o STORM DRAIN SYSTEM TO BE REVIEWED AND APPROVED BY NAMPA MERIDIAN IRRIGATION BEHIND SIDEWALK BLOCK 6 DISTRICT AND THE CITY OF MERIDIAN. V m o 12'-0" 12'-0" BLOCK 6 m o EXISTING 5 14 13 12 11 10 9 8 7 6 O5 O4 3 2 O 6. LOT 9, BLOCK 6 IS DESIGNATED AS A TEMPORARY ACCESS LOTS. LOT 9, BLOCK z 3.� MqX MPX SIDE K 2 _ 6 WILL BE HAVE BOLLARDS INSTALLED IN THE PAVEMENT AND WILL BE CONVERTED TO v w S�OPF SLOPE TO BE S TO N S\�P� PEDESTRIAN AND FIRE ACCESS-ONLY ONCE THE PROPERTY TO THE NORTH (NEWKIRK, o LLJ o o :. •. GLENN FAMILY TRUST) DEVELOPS. ;1 MPX FUG FCC MqX CUT - - - - - - - SFT - 10 - - - - 8 - - SIDEWA K 89'15'34"W 366.65' s\o NA L F 2.5" ASPHALT 14" OF 6" CONCRETE SIDEWALK PER -2553_ 2553 5 PG 58-28 MINUS PIT RUN ISPWC AND ACHD \ NO'34'24"E-W ��, `,1STE G1/ EXTEND BASE MATERIALS 1897.44' EXISTINGI �� 33.88' 6" BEHIND CURB (TYP) (TYPjLEMENTAL SD-709 — - EXISTING 10' WIDE _ ANDGLITTERRB o - N89'15'34"W 366.65 - _ - _ EXISTING URB 4" OF 3/4' MINUS STANDARD VERTICAL CURB AND NO PLANTER STRIP AND z554 �O �� AND GUTTER PLANNER ENGINEER OWNER / DEVELOPER SURVEYOR CRUSHED GRAVEL GUTTER PER ISPWC & ACHD BARROW niTru - I- _ - - - / / EXISTING 10' WIDE _ 03 24 20 SUPPLEMENTAL DRAWING SD-701A W FRANKLIN ROAD 2555 PLANTER STRIP AND SCHULTZ DEVELOPMENT CK-ENGINEERING T&M HOLDINGS LLC sTq P�0 O SS 2554� _BARROW DITCH IDAHO SURVEY GROUP TE OF �� Q TEMPORARY ENTRANCE SECTION (NO PARKING EITHER SIDE) -ss o SS— MATT SCHULTZ CHAD KINKELA, P.E. DOUG McMASTER GREG CARTER, P.L.S. y�oS. KIN��� - NTS - P.O. BOX 1115 1300 E. STATE ST. P.O. BOX 2640 1450 E. WATERTOWER ST. MERIDIAN, IDAHO 83680 SUITE 102 EAGLE, ID 83616 SUITE 130 208-880-1695 EAGLE, ID 83616 208-941-5709 MERIDIAN, ID 83642 SHEET 208-846-8570 208-639-1992 c 1 ■ O S89'15'34"E 2640.54' / 00 I \ Ln \ \ PRELIMINARY PLAT SHOWING N PRELIMINARY DEVELOPMENT FEATURES \ \\ N WROUGHTON ELLIS M & K M TRUST 4260 W \ TOTAL ACRES.............................................. 4.97 AC FRANKLIN RD \ � E TOTAL LOTS................................................. 57 I MERIDIAN ASCENT SUBDIVISION ID 83642 \ COMMON AND OPEN SPACE LOTS.............. 12 PARCEL # S1210346740 \ \ BUILDABLE LOTS.......................................... 43 \ \ TEMPORARY ACCESS LOT............................ 1 C) \ \ A PARCEL OF LAND BEING LOCATED IN THE SE COMMON DRIVE LOT.................................... 1 00 20.00' `V �\ \ S AVERAGE BLDG. LOT SIZE........................... 2,572 SF z \ \ 1 /4 OF THE SW 1 /4 OF SECTION 10, DENSITY........................................................ 8.65 UNITS/ACRE o \ \ \ PROPOSED ZONING...................................... R-15 \ T. 3 N . , R . 1 W. , B . M . , A D A COUNTY, IDAHO TOTAL OPEN SPACE..................................... 48,373 SF (22.34%) W MARCH 2020 0 50' 100' Z \ IIr \ \\ \\ NEWKIRK GLENN FAMILY TRUST SCALE 1 = 50 NOTES Q O \ 4250 W FRANKLIN RD \ \\ \ MERIDIAN , ID 83642 J I^ BLOCK 1 \ \ PARCEL # S1210346801 1. MERIDIAN CITY WATER AND SEWER SHALL BE EXTENDED TO ALL LOTS. J \ \ \ 2. ALL LOT SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET MGB INVESTMENTS LLC W LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE TEN 10 (TEN) FEET ADJANCENT TO U FRANKLIN RD 7272 SF \ \ f \ ANY PUBLIC STREET, EXCEPT AS OTHERWISE SHOWN, THERE SHALL BE A 3 (THREE) MERIDIAN , ID 83642 \ d'- \ FOOT PUBLIC UTILITY, IRRIGATION AND LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT n PARCEL # S1210346730 I �� \ \ LINE NOT ADJACENT TO A PUBLIC STREET. 7V 3. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE z O O 30.0' STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING 0 ' 20.0' 0 4806 SF \ \ \\ PERMIT. 115.6' \ I 4. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO THE SITE FROM - \s' \ EXTENSION OF EXISTING SYSTEM ON ADJACENT PROPERTY. THE SUBDIVISION WILL BE Q 10 O 2477 SIF O 20.4' A� \\ SUBJECT TO ASSESSMENTS OF THE NAMPA AND MERIDIAN IRRIGATION DISTRICT. w I 95.1' \Sj \ I 5. STORM DRAINAGE SHALL BE COLLECTED AND TREATED ON SITE BEFORE DISCHARGING TO THE PURDEM GULCH DRAIN AT PREDEVELOPMENT DISCHARGE RATE. iv o o 2005 SF 5 � \ STORM DRAIN SYSTEM TO BE REVIEWED AND APPROVED BY NAMPA MERIDIAN IRRIGATION O Q 1 \ I DISTRICT AND THE CITY OF MERIDIAN. 95.1' v �, OLL PRIVATE DRIVE - (D 2197 SIF O ��Q \\ \\ 6. LOT 9, BLOCK 6 IS DESIGNATED AS A TEMPORARY ACCESS LOTS. LOT 9, BLOCK W COMMON LOT 00 N 6 N BLOCK 1 �" \ I 6 WILL BE HAVE BOLLARDS INSTALLED IN THE PAVEMENT AND WILL BE CONVERTED TO m 04 O -f- PEDESTRIAN AND FIRE ACCESS-ONLY ONCE THE PROPERTY TO THE NORTH (NEWKIRK,co W W � 8 \ rn 2458 SF O \ �\\ \ GLENN FAMILY TRUST) DEVELOPS. ~ 00 I `' 7183 SFrD \ \ a Y 00 190.0, \ 6.1' \ \ Q MGB INVESTMENTS LLC I z N I 39.0' \ 4380 W FRANKLIN RD n MERIDIAN ID 83642 BALDWIN, HARLIN C J3: W PERUGIA ST \ PLANNER ENGINEER PARCEL # S1210346603 124 N FRITTS LN cD o I \\ MERIDIAN , ID 83642 y on F, LJ PARCEL # S1210346720 Y I a \ \\\ \ w d- M , 6$ 63.9' �¢ �5 58.7' �9 \ \ SCHULTZ DEVELOPMENT CK-ENGINEERING z ai '�- 1 587 SF 1 S" 1 560 SF 1 \ \� ass_ \\ MATT SCHULTZ CHAD KINKELA, P.E. 88.8' P.O. BOX 1115 \ 1300 E. STATE ST. , N 2546 SF O2 MERIDIAN 2 , IDAHO 83680 (ol N 2518 SF \s� \\ SUITE 102 208-880-1695 cV 989'BLOCK 3 • - BLOCK 4 \O 98.7' O � \ \ EAGLE, ID 81111 MI N 2085 sF 3 N N 2082 SF N \ �\ f \\ 208-639-1992 1 98.8' 98.8' \k \ \ \ N 2281 SF O N N 2282 SF O M \ 04 jl 2373 SIF 5 4 4 98.9 5 4 \\ \\ I OWNER / DEVELOPER SURVEYOR O N N 2377 SF BLOCK 5 im N \ \ I 987 6 cl C�l 989 6 o O \\ \\� \\ I \ T&M HOLDINGS LLC IDAHO SURVEY GROUP Q N 2569 SF O 0 N 2577 SF O N _ \ \ DOUG McMASTER \ P.O. BOX 2640 GREG CARTER, P.L.S. 98 6, N I 1450 E. WATERTOWER ST. EL N 2079 SF 99.0 O 7961 SF N f \ EAGLE, ID 83616 SUITE 130 O N N 2088 sF N P \ \ 208-941-5709 �I I \ \ MERIDIAN, ID 83642 O N 98.6' 99.1' :--_ \ \ I 208-846-8570 N 2275 SF O N N 2288 SF O N 36.0' 41.0' \\ \ \ Q �I 0 98.5' cD 99.1, o L \ O O a 3198 SF 4298 SFa 2384 S N L" \\ \ Ico N m 98.4' 99.2' m 00 O 4 \\ \ 0 00 O r o N N 2562 SIF 10 N ,, 2584 SF 10 '.6 :z M r- � I N J 00 z z Q ro Li z o Y Y BLOCK 3 98.4' Y BLOCK 4 99.3' °_° z N N EL 2073 SF 11 N 2094 SF 11 �, QNo w a 98.3' a 99.3' 36.9 p \ a =CD ' N 2267 SF 12 04Z N 2294 SF 0 ENI M w 98.2' CD99.4' m o 2359 SF 13 N N 2375 SF 13 oN N 5.0 97.7' 14 94.5' 1782 SF 0 _& 1746 SF 14 Li.01 N o Q CD N o m 58.2' 58.5' I Y o N a-�� Lo z o I I ECHAVARRIA, ANDREW a N w rn 4110 W FRANKLIN RD Cc � rn W ASCENT ST I MERIDIAN , ID 83642 (D<zz 1 � N o PARCEL # S1210347003 W wi m J z F, W pp Q 39.3' 25,1' 25.1 29.0' s 56.0' �1 29.0' 25.1 25.1' 27.0' 27.0' 27.3 iv 0 Li a Z w o °I o 00 UJ V) Lo c N � U- U- ^I w 0 N (/� (/1 V7 (n V7 N Q J N N W % O O N n = N N W CD w O� I� n n ^ n ^ coQO u W = () U O X N r7 O N O N O N O M O CV O N O CD ON O N O N O N r7 I d U CD C� CDco co co co co 00 � O m BLOCK 6 BLOCK 6 V m o 14 13 12 11 10co O 8 O O O O O O O I I ` j z w 39.0 25.1' 25.1' 29.0' 29.0' 25.1' 25.1' 27 Q w .0' 27.0' 27.1' 31.7' = Q - o v o LL_ o li 2661 SF 127.7' 10 553 37.0' 3777 SF 8 0 202.0' TOID �s\o NA L F,y N89°15 34"W 366.65' �� ��s r E 2553 2553 NO'34'24"E S.9 S.10 I 33.88' 1897.44 _ _ - I N89°15'34"W 366.65 S.16 S.15 55 376.45' 412 I - - - - - - - - - - - - - - - I- - _ - - _ _ 03/24/20 2555 STa T �P 2554 W FRANKLIN ROAD C1 E O F �o Px\y�0 S. KIN`�� SHEET cl . 1