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PZ - Pre-plat Lo 777�) 00 Lo untitled Map � i ,Nrbe e description Foryour map n 1 PRELIMINARY PLAT SHOWING W. AMITY RD E. AMITY RD cco N O PRE VA IL NORTH SUBDIVISION o 60' 120' 00 . . W E � z o LOCATED IN GOVERNMENT LOT 2 OF SECTION 31 , SCALE 1" - 60' o SITE c" T. 3N . R . 1 E. B . M . MERIDIAN ADA COUNTY IDAHO < Q w sw o 2021 U N w Z � J ui Z cli J I 0 I I I J W. LAKE HAZEL RD E. LAKE HAZEL RD Z I O INI MERAM LLC U (n 4940 S MERIDIAN RD 0 MERIDIAN , ID 83642 I O PARCEL # S1131223020 m = - VICINITY MAP - N.T.S. C) >- c I I i t ILLI Q = Z I I I I OLL Z Q INI I w 0 Z c):f DR GRAVEL LLC m W W I ADA COUNTY - TREASURERS OFFICE I I E. AMITY RD � 4990 S. MERIDIAN RD MERIDIAN, ID 83642 MERIDIAN, ID 83642 PARCEL # S1 1 31 21 2400 I� PARCEL # S 1 1 31 223400 CITY OF MERIDIAN oP I I S. MERIDIAN RD I I MERIDIAN, ID 83642 0 oP 2749 'Lo 2'A �� � PARCEL # S 1 1 31 223350 2747 2748 N �`J3 2727 46 -2743 2742 ��� 03 O I I / GR 0 Qo / cal O w 4s U O EGR 2746 - - - �`�� - - - - - - - - - > 0 Qo CO Qo I II BLOCK 35 LoO < w co I BRIGHTON INVERTMENTS LLC Q � � cn < — _ = � Q � I 4��j I I — 2� 0 z TOR CT. R LN. 4 E. AMITY RD � Q N M N MERIDIAN, ID 83642 W Q Ln � w I I I I N M 2737 PARCEL S 1 1 31 244500 T� LI-I # 27 2735 II II 34 M o 2733 p II 273 N Y 70 2731 3 II O II 33 32 31 30 29 28 27 26 2729 17 18 19 20 21 22 23 24 25 � I BL K 1 2 Ll 2732, 19 20 21 22 23 24 S8 5.99 16 15 14 13 12 11 10 9 Q I ICI BLOCK 1 PREVAIL SUB BLOCK 6 N I I 1 IiI 19 20 21 22 23 24 PHASE 2 15 14 13 12 11 10 O U W III 18 A III PRE IL SUBDIVISION N .2 BLOCK 6 BLOCK 6 z o oNcfl I III I � cfl N ® 00 J I _ w -- -- - - — w — W CALDERA — oQ Q Cb (� -CALDEIFA oN z 0 CV J rSs J o- cn CD W c0 j N U W W W 0 Q U [V d 2 Lo ^ w i I I nrk 1 0 12° sD � r 00 Q U U m o 0 Ln Q w 00 n Q w w NOTES: Ln o o o 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. SRO NA F PRELIMINARY DEVELOPMENT FEATURES 2. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) /_1 \S T E ENGINEER SURVEYOR PLANNER LOTrDRAINAGET TO ANY EASEMENTPUBLIC ADJACENTREET. EXCEPT AS TO ANY LOT LINE NOTEADJAC ADJACENTISE TOAT HERE PUBLIC SHALL TREET A 5 (FIVE) FOOT PUBLIC UTILITY, IRRIGATION AND TOTAL ACRES......................................... 5.25 AC 9412 TOTAL LOTS............................................ 23 CK-ENGINEERING IDAHO SURVEY GROUP SCHULTZ DEVELOPMENT COMMON/OPEN SPACE LOTS................. 4 CHAD KINKELA, P.E. 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF GREG CARTER P.L.S. MATT SCHULTZ, P.E. ISSUANCE OF THE BUILDING PERMIT. 3/31/21 SINGLE FAMILY LOTS.............................. 19 1300 E. STATE ST 1450 E. WATERTOWER P.O. BOX 1115 AVERAGE BLDG. LOT SIZE..................... 7,198 SF SUITE 102 MERIDIAN, ID 83642 MERIDIAN, ID 83680 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH LOT. ALL LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO sTq TE OF VD P PROPOSED ZONING................................ R8 2 UNITS/ACRE EAG08LE,,3ID 833�616 208-846-8570 208-880-1695 ASSESSMENT BY BOISE BOARD OF CONTROL. y�0 S. KIN��� COMMON OPEN SPACE.......................... 51,870 SF OR 1.19 AC 6. ALL STORM DRAINAGE SHALL REMAIN ONSITE WITHIN SEEPAGE BEDS. STORM DRAIN SYSTEM SHALL BE OWNED AND MAINTAINED BY THE ADA PERCENTAGE OF OPEN SPACE.............. 22.6% COUNTY HIGHWAY DISTRICT. SHEET 7. LOT 36 & 37 BLOCK 1, LOT 1 BLOCK 9, AND LOT 1 BLOCK 10 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE PREVAIL NORTH SUBDIVISION HOMEOWNER'S ASSOCIATION OR ITS ASSIGNS. P 1 ■ 0 Lo 00 Lo N N PRELIMINARY PLAT SHOWING +E o O PREVAIL NORTH SUBDIVISION S VL V z 0 LOCATED IN GOVERNMENT LOT 2 OF SECTION 31 , Q W T. 3N . , R. 1 E. , B . M . , MERIDIAN , ADA COUNTY, IDAHO 0 40' 80' w 2021 z J SCALE 1" = 40' 04 GP < 42 I \�, CD 3 2748 N N 2� 7 II I 2747 �`' CARLSON LATERAL RELOCATED L— Q �G 2745 746 48 CLASS III RC M 2742 w 803 2743 ��� ti��� 21J3 G� Q Id 4 Id Id 4— Id 708•8 `�� 2746 33. O EGR 2746 �`3 - LLO 0 1109' PI I —4PI —4PI —4 PI _ 10 1 m I = II PI —4PI —4 —4PI 4PI 4 —4 4 P_ — — — Lij EGR Q N IM II I BLOCK 9 1 — = _ _ _ _ 2745 E W W M I 7,90 sgft Q IIr r r r r • r r r r C • • • w N s s 1 ' M 124.8 s s I 2739 3 II N I � • I 5 . ' 50.0' 6 0' 0' 6 .0 5 0' 50.O' I I I 2737 I 2736 I1 N 2735 1 I �4J 273 M II 2733 34 rn cr cn cn rn 273_2 cn rn _ II II c^ �' f - f Cn j Cn f d O cn O rn cD W co O p O O O �I O O O O O cn O W O rn o o O o 0 o w o 2737 0 0 0 o iv O O O Y c1t O O �� cQco• n CO vi O vi p co O cn O cn O vi O - 273 t O co O cn - cn - co - 10 FO T CONCR I o rt rt rt rt PATHW Y 0 0 � I I 1 � 2729_ rt N 33 32 31 30 29 28 27 26 33. 0' 17 18 19 20 21 1 22 23 24 25 (J-) I � BLC CK 1 47.00' BLOCK 6 1 10' 11 11 .4' �7.6' 50.0' 50.0' 50.0' 50.0' 50.0' 70.0' _ 70.0' 50.0 0.0' CD 4 I y Iai ly I 2732� N----19 20 21 22 23 24 25 16 15 14 13 12 11 10 O9 W Q wo 0 0 o 0 0 0 o G,R I;I o 111 PREVAIL SUB BLOCK 1 PHASE 2 0 CD N U p 35'-0" o p Y Z W pCVj U R.O.W R.O.W R.O.W R.O.W 25'-0" � 6' o 42'-0" 47'-0" _ui r" rn Z 33'-0" 33'-0" Lu o Z `� a a wo 00 o z W Q Li N N J W SOUND PROOF z cn CD L-j Y N J MIN 2' LEVEL 16'-6" 16'-6" MIN 2' LEVEL 16'-6" 16'-6" Z ~ a N a =LANDING BEHIND LANDING BEHIND BARRIER WALL ,�; C) SIDEWALK (TYP) 2' S' 2' 14'-6" 14'-6" 2' 2' 2 SIDEWALK (TYP) 2' S' 2' 14'-6" 14'-6" 2' S' 2' � o o a N 3.1 8' S FX G�Z 311 �� i V � m ~ m L G _ � SGOpEAX CUT �.1 PE SC�PFAX CUT S�GP�x 10 FT WIDE CONCRETE z � � 2.00% SLOPE 2.00% SLOPE 5�0 3/ 1 2.00% SLOPE 2.00% SLOPE BERM \ \ \ M C� /\/ \ ",\\. 3.1 PATHWAY Q w w \\///\\//�\//�\/�\ \.\\r. \/�\ F/(� AX CUT F M`1X CU = Q J T f38'-0" 12'-6" 14" OF 6" CONCRETE SIDEWALK EXTEND BASE MATERIAL 14" OF 6" _ CONCRETE SIDEWALK EXTEND BASE MINUS PIT RUN PER ISPWC AND ACHD 6" BEHIND CURB (TYP) MINUS PIT RUN MIN 2' LEVEL LANDING PER ISPWC AND ACHD MATERIAL 6" BEHIND SUPPLEMENTAL DRAWING 2Y2" OF ASPHALT PAVEMENT SUPPLEMENTAL DRAWING BEHIND SIDEWALK (TYP) ' �`� S��o� co CURB (TYP) EXISTING EP SD-709 (TYP) � ST SD-709 (TYP) G' �" OF ASPHALT PAVEMENT STANDARD ROLLED CURB & GUTTER CONCRETE SIDEWALK PER MERIDIAN RD FINISHED GRADE OF ZRESIDENTIAL LOT 4" OF -" MINUS 3 ° PER ISPWC AND ACHD SUPPLEMENTAL ISPWC AND ACHD STANDARD ROLLED CURB 4" OF / MINUS DRAWING SD-702 SUPPLEMENTAL DRAWING /\\/\\/\\\\\ \ \ \\/�\\ \ /\\� 9412 CRUSHED GRAVEL & GUTTER PER ISPWC & CRUSHED GRAVEL �\i\i\i\i\i\ ACHD SUPPLEMENTAL SD-709 (TYP) EXISTING DRAWING SD-702 3/31/21 BARROW DITCH sT �o 0y TYPICAL 42' ROW SECTION WITH 33' STREET SECTION TYPICAL 4T ROW SECTION WITH 33' STREET SECTION EXISTING MERIDIAN ROAD W/BERM 'DS. K1N� - NTS - - NTS - - NTS - SHEET p 1 . 1