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PZ - Pre-Plat ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING AND MAPPING PLAT LEGEND - - - - - CONTACTS ���S�ONAL EXISTING PROPERTY LINE 0 GTGQ CIVIL ENGINEER: \STER�'\ (VERIFY) PHASE 2 PHASE 1 ccoyLAND 9S�. 6661 1 BRECKOGLE WOOD SIT.N NOT FO R i - - - - PROPOSED LOT LINE J GARDEN CITY, ID 83714 40' R.O.W. - I I �-�. I CONTACT: MARY WALL CONSTRUCITON .0 PROPOSED BACK OF CURB 1 PHONE: 208-376-5153 F OF �OP��, z PROPOSED FRONT OF CURB 9/�Y w P�' o p PROJECT 16.75' 16.75' \ LANDSCAPE ARCHITECT: B, w - PROPOSED CONCRETE \ b BRECKON LAND DESIGN o LOCATION --_- LAT 43°33'10.9"N SIDEWALK \ 6661 N GLENWOOD ST. o LONG 116°23'22.8"V1/ -xxxxxx- PROPOSED FENCE GARDEN CITY, ID 83714 w 14.75' 14.75' CONTACT:JON BRECKON x E.QUARTZ CREEK ST. 5 8, 5' IR PROPOSED PRESSURE + \ PHONE: 208-376 5153 E o M 2% 2% IRRIGATION \ a, '0 - g � > OWNER/DEVELOPER: ��j .o c � � � a -SS-SS- PROPOSED SANITARY 39, LLC 0 i to 0 - 0 00 SEWER MAINLINE - - CONTACT:JIM CHAMBERS � E 3 & a � � o z O PROPOSED SANITARY PHONE: 208-761 0120 � a -F, 0 O s a TYPICAL 40 R.O.W. ROAD SECTION SEWER MANHOLE SURVEYOR a o a m ao N o f 0 O _U O - JGQ e: NTH 'j C O [0.- C ? -w-w-w-w-w- PROPOSED DOMESTI G (M5 ASING MAP w 3.N Q t z ACCURATE SURVEYING AND MAPPING o cuWATER 1602 W. HAYS ST.,SUITE 306 w` 0 0 � 3 - L cCo `m 0 O 500 1000 1500 BOISE, ID 83702 ' ' ' ' ' ' 3 " a C0 O O FIRE HYDRANT CONTACT: NATE DANG a SCALE: I"= 500'-0" PHONE: 208-488 4227 Z 35' R.O.W. t o O LOT NUMBER BLOCK 1 BLOCK NUMBER , 16.5' 16.5' DRAINAGE FLOW ARROW -\ E.LAKE HAZEL RD. o 14.5' 14.5' o I�5' 2% 2% 8' S'� NOTES z K I. ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY, PRIVATE ROAD LOTS I o AND THE SUBDIVISION EXTERIOR BOUNDARY HAVE A TWELVE-FOOT 02') ° WIDE PERMANENT PUBLIC UTILITY, DRAINAGE, AND IRRIGATION EASEMENT. I w T VICINITY MAP TYPICAL 35' R.O.W. ROAD SECTION THE EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD w 2 SURFACE DRIVEWAYS TO EACH LOT. 'I X 10 N 1000 O 1000 2000 3000 Scale: NTS 2. ALL REAR LOT LINES SHALL HAVE A TWELVE-FOOT (12') WIDE PUBLIC UTILITIES, PROPERTY DRAINAGE, AND PRESSURIZED IRRIGATION EASEMENT. Lu ■ SCALE: I"- 1000'-O" 3. LOT I, BLOCK I; LOT I, BLOCK 2; LOT I, a, 10 AND 18, BLOCK 3; LOT 9, 14, z Lu AND 15, BLOCK 4; LOT I AND 7, BLOCK 5; AND LOTS I AND 6, BLOCK 6 ARE Copyright 2020 = DESIGNATED AS COMMON/LANOSGAPE AREA LOTS AND WILL BE OWNED BY All rights reserved. Reproduction or use in any form o 1 I THE HOMEOWNERS ASSOCIATION AND/OR A5516NS. THESE LOTS SHALL or by any means without written permission of 2 HAVE A BLANKET PUBLIC UTILITIES, DRAINAGE AND IRRIGATION EASEMENT Brockon Land Design,Inc.is unlawful and subject to 0 criminal prosecution. w OVER THE ENTIRETY OF THE LOT. -� - E QUARTZ CREEK ST. N 89 5 - - _ -_ - - z t \ \2 S 89 57'78" W 4. ALL EXISTING EASEMENT ARE SHOWN PER CURRENT TITLE REPORTS. HP L5` - - - - - - - - - - - - - - --__ � - - - - - - - - - - 5. PRESSURE IRRIGATION SYSTEM TO BE PROVIDED. THE SYSTEM WILL BE a = PROPOSED DRAINAGE= 61 \ 789 30 OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. THE W 0 FACILITY 1 1 \ IRRIGATION WATER FOR THE SYSTEM WILL BE SUPPLIED BY EXISTING r Y BLOCK 1 33,217 SF ° 19,206 SF SURFACE AND GROUNDWATER RIGHTS. Er - � -I } 18 - IFS - �R - 85' 75' 75' 80' 80' 80' 90' 90' 90, 90' 90' 90' 90, 90, 90, Y 98' 77, 6. THE SUBDIVISION IS SUBJECT TO COMPLIANCE WITH THE IDAHO CODE Lu K COMMON LOT Q 7 o BLOCK 4 I I BLOCK 4 BLOCK 1 7 F I BLOCK 2 W BLOCK 3 q SECTION 31-3805 CONCERNING IRRIGATION WATER. z Q \ 9 o J / 1 7. ANY RE-SUBDIVISION OF THIS PLAN SHALL BE IN COMPLIANCE WITH THE COV ° 9S,\ APPLIGABLE SUBDIVISION REGULATIONS IN EFFECT AT THE TIME OF O o IIII 11,877SF ® of �I �I O �I O �I O I� I;r, I;r, M I � Ico � I � I � IC \ I� � I I� O \ � Lu 1 �., 6 �., 5 �., 4 �., 3 �,, 2 �,, 1 �,, 2 M coM 2 �,., 3 coM 4 coM 5 Cl) 6 Cl) 7 co J 2 /� 1 I RE-SUBDIVISION. � IIII 10,212 SF 1 10,033 SF 1 10,050 SF 1 10,729 SF 1 10,738 SF 1 10,764 SF 1 12,102 SF 1 12,114 SIF 1 12,126 SF I W 1 12,154 SF 1 12,166 SF 1 12,178 SF 1 12,190 SF 1 12,201 SF 1 12,213 SF 1 Q 35' 12,507 SF \ r LL H /^ O 22,825SF 8. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE M H 60' 12,719 SF \�\ \ MERIDIAN CITY UNIFIED DEVELOPMENT CODE AT THE TIME OF 155UANGE OF 0 8 ° 60' a 52 _ I // �o), A BUILDING PERMIT OR A5 5PECIFIGALLY APPROVED AND/OR REQUIRED. z w - o 80' 80' 90' 90' �90L- L 90' 90' 90' 90' 90' 86' 5' -O�\1'=== 56' �d \ \ q. ALL EXISTING SEPTIC SYSTEMS AND WELLS (NOT USED FOR IRRIGATION) O s1�6„, SS-ss O SS- ss ss SS SS ss s TERRACE RIDGE DR. ss-� ss ss ss ss 32, /� �, \ \ G SHALL BE ABANDONED IN ACCORDANCE WITH CENTRAL DISTRICT HEALTH, o v 10,165SF www-w-� w-w-wwwww w wwwww-w w-w w wowwwwww-� wwww-w-w-ww www \ / ® 3 ���- 8, �c� �� �� IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND IDAHO CF) 9 / 12,810 SF o _ s \ , 1 � �� I DEPARTMENT OF WATER RESOURCES REQUIREMENTS. m U 1 72' 80' 80, 80' 75' 5' 4' 88' 93' 119' 90' 90' 90' 120' 120' 120' 4'-6j, \s / A 5 W W MIN I e �, S), �3 1? 0,5 F,P 10. ALL UTILITIES SHALL BE LOGATED UNDERGROUND PER MERIDIAN CITY I� 9' 4' 12 s BLOCK 5 BLOCK 3 BLOCK 3 \SS����� \ �^ 0 \ \�� ����\ I CODE. Cn o Cn 11 N -Q_N 3 N 4 N 0 � © N N I I I IM 13 �I� 12 /. ��SS 14,163SF \ 9 w �., in in in I FUTURE PHASE 10 10,263 SF co N c� r, c�, O o 6 r^ T w IIII 10,613 SF 10,000 SF 10,000 SF 10,000 SF 10,000 SF 20 19 I I 11 \ V J 3 18 1 14 I{ 15,741SF I� 14,516SF \ \ DEVELOPMENT INFORMATION J = 128' I 14,113 SF 1 14,233 SF I 17 v '� �14,216 SF d'� 2) Q o - - O I 17,976 SF ��/ `�O ��� G � I I 1 ��24,s36 sF��� I 16 � 15 I� � � co _ \ N III °D OCK 1 BLOCK 4 � i 16,384 SF I� N \ 3,358 SF 85' _ 15' 65' 15' _65' 15' 65' _ _ 80' 11 19 I 18,652 SF I 18,137 SF 45' 49'_ / / \ © c5 \ \\ 1 b �r� I g3 26 10-77' s 14,563SF w. LOCATED IN THE NW1/4 AND NE/4 OF THE SW1/4 SECTION 31, T3N, R1E co 3,697 SF 92' 93 CO MON LOT / / 12'�63' 9 W I IIII 12 � \ � � EXISTING ACHD DRAINAGE ( ' �+ rv- 10,260 SF -1 A 48,747 SF 3 I v R /G L rn / FACILITY AND EASEMENT �128 \ BLOCK 5 \ / 44, \ \S�\N ��FtP _ \� Y TO BE RELOCATED SEWAGE DISPOSAL - MERIDIAN CITY SEWER Q 2 1 O 7 O/ y3 EX LP ,-�-_ _COMMON LOT i � o III IIII - � o � �o � 48 T / \�N�� ENS - v, o IIII BL CK 4 1o,z67 SF I I 16,557 SF \ \ �\ c8 M / \ (MAIN BEING CONSTRUCTED AT QUARTZ CREEK AND PREVAIL WAY) Q IL p 11 0 v ® _�\ 18 �� ����eg•� �� �� M ���� ��� 10 rn 07 w Z 18' 31 Ir O a 13 10,639 SF 1 11,607 SF�I �D L20 BLOCK 7 O g 10z' \� o 19,582SF / \ - _�\ \ \ Z_ 90180\, 'o, \62 13,4\sF \ WATER SUPPLY - MERIDIAN CITY WATER (MAIN BEING CONSTRUCTED r "i11,324 Sr- d'6", 1 Q 189' \\ T�R q7, \ Sz0' A 19 p� \ 3 x� �6 �p � PROPOSED �� 13T ss L2 ?� / I AT QUARTZ CREEK AND PREVAIL WAY) I ' I n1 I W �CF 36, 81' �° N� S 07 ��2 IRRIGATION POND 8� - '� °' 1 464,410 SF W W I F � g _ � R/pGF � 17 �� V � 46.6 BL cK 3 � I � Z ►v > � � � SS 2�0 44 � \ \ 3 � CITY- MERIDIAN w w w 14,547 SF 4� \ �k �D 8 w Q co 45LOCl�4 \ \ -_ _ % 4p/ \ \ \\\\a 14,307SF I 1 PROPOSED DRAINAGE z ss' - 15 �� 16 � 2 \ \ ss FACILITY SCHOOL DISTRICT - WEST ADA3: :2 15,205 SF �\ h 141' Z I IIII , A\ 8,639 SF COMMON LOT - - i III IIII BLOCK 4 2 14 \ EMERGENCY ACCESS PRESSURE IRRIGATION DISTRICT - NAMPA AND MERIDIAN IRRIGATION w EXISTINGDRAINAGE " 32,\ 61' -40i\ 45,052 SF R.2 I SU SU / DISTRICT T Ir AND EASEMENT TO �� IIII I BLOCK 6 S7' - � W� G� �SD S BE ADJUSTED p: IIII IIII COMMON LOT _J �20 z IIII 51 oOMMC _ 65°2� 'i DEVELOPMENT FEATURES �� W 23,722SF 1c" 23,161 SF N\�3 ��o S / EXISTING ZONING = RUT =�� � 1 23,286 SF � i / °'� IIII IIII O / © 739/ EXISTING PRIVATE �\ �� IIII IIII O N 4 \ DRAINAGE FACILITY V� \ iLii 31,200 SF PHASE LL Z 1 , o w - I IIII IIII � 21,388 SF \) BLOCK 6 - - EP o ® I R-4 ZONING (MINIMUM) Q Q 57' 23' o \o�<-\ MINIMUM LOT SIZE: 8,000 SF W 82' ^��� 3 J EP _ - - \ \ \ MINIMUM STREET FRONTAGE: 60' w w\ O 0 - \ FRONT SETBACK (LOCAL): CD Q 0 19,402 SIF �� 3 O C O GARAGE: 20' U D I \ASS ��' / 3/ \ 1 LIVING AREA: 15' 0 \ r REAR SETBACK. 15 SIDE YARD SETBACK: 5' s° �� ACREAGE: ti sS' \ �� \ \ TOTAL PARCEL= 1,235,017 SF (28.35 AC) a q c o z c TOTAL LOTS= 60 \ y m-o° WW�WzF \ C9 \ BUILDABLE LOTS= 50 ?ujaWzzz VJ M`YCC DWELLING UNITS PER LOT= 1IS DWELLING UNITS TOTAL= 50 C \ \ GROSS DENSITY= 1.76 DU/AC a?�°•W _ 1 � NET DENSITY = 3.30 DU/AC � - - - - MINIMUM BUILDING LOT AREA= 10,000 SF REVISIONSQ \ E. SHAFER VIEW RD. AVERAGE BUILDING LOT AREA= 13,444 SF No. Date Description J MINIMUM RESIDENTIAL BUILDING SIZE= 2,500 SF 0- 1 TOTAL OPEN SPACE= 371,236 SF (8.52 AC) \\ \ QUALIFIED OPEN SPACE REQUIRED = 123,502 SF (2.84 AC) \ QUALIFIED OPEN SPACE PROVIDED = 171,647 SF (3.94 AC) PROJECT NO.: m 20021 B FUTURE PHASE DRAWN BY: R-2 ZONING (MINIMUM) TC/CS Z c, `\ \ 1 MINIMUM LOT SIZE: 12,000 SF CHECKED BY: \ \ MINIMUM STREET FRONTAGE: 60' JB/MW _ FRONT SETBACK (LOCAL): DATE: J 1L\ \ GARAGE: 20' 11/18/2020 w LIVING AREA: 15' 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - REAR SETBACK: 15' SHEET NUMBER ^ SIDE YARD SETBACK: 5' L-L T PRELIMINARY PLAT PP1.0 ACREAGE: TOTAL ACREAGE = 10.66 AC N 100 0 100 200 500 TOTAL LOTS = 1 SCALE: I"= 100'-0" 1 12 13 14 15 16 17 18 19 110 111 112 113 114 115 116