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CC - PrePlat NOTES Li - �-��� �o 0 SANITARY SEWER: TO BE SERVED BY AN EXTENSION OF MERIDIAN CITY SEWER SYSTEM. DOMESTIC WATER: TO BE PROVIDED BY EXTENSION OF MERIDIAN CITY WATER SYSTEM. Q o = CD IRRIGATION WATER: WILL BE PROVIDED TO EACH LOT, WITH A NEW PRESSURE IRRIGATION PUMP STATION. THE PRESSURE IRRIGATION W Y J 1 _�� T I I SYSTEM WILL SERVE ALL PHASES OF THIS SUBDIVISION IN ACCORDANCE WITH IDAHO CODE 31- 3805 1 b . THIS SUBDIVISION = cO - - + - - - + - - - - -� - - I j/ �� / \ I FALLS WITHIN THE SETTLERS IRRIGATION DISTRICT, AND ALL LOTS SHALL BE SUBJECT TO THE ASSESSMENTS OF SAID DISTRICT. e LL Q oz o O zo00 i I I I I I STORM DRAINAGE: STORM DRAINAGE WILL BE RETAINED ON-SITE. THE STORM DRAINAGE SYSTEM WILL BE CONSTRUCTED IN ACCORDANCE � z o I R-4 I I I I I _ - WITH THE CITY OF MERIDIAN AND CURRENT ADA COUNTY HIGHWAY DISTRICT STANDARDS. W z o UTILITY EASEMENTS: EASEMENTS WILL BE PROVIDED FOR ALL PUBLIC UTILITIES OR IRRIGATION FACILITIES LOCATED OUTSIDE OF THE PUBLIC z o Ld W. TOURNAMENT DRIVE I - - - RIGHT-OF-WAY. � � 0_ - n C - � _ I ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET LIGHTS, IRRIGATION, AND O I I I I I TURNBERRY SUBDIVISION NO. 2 W I T T LOT DRAINAGE OVER THE TEN (10) FEET ADJACENT TO ANY PUBLIC STREET. THIS EASEMENT SHALL NOT PRECLUDE THE C ERRY (B00 81, PG 88.35 _ I I 100 50 0 100 200 300 CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. EXCEPT AS OTHERWISE SHOWN, THERE SHALL BE A oho FIVE (5) FOOT PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT LINE WHICH IS NOT ADJACENT I I I I I PROPOSED VEHICULAR � I I,� I TO A PUBLIC STREET, AND OVER THE TEN (10) FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY. �® - - - BRIDGEI CROSSING = h I SCALE �N\\FEET 14THE DEVELOPMENT OF THIS PROJECT SHALL BE IN ACCORDANCE WITH APPLICABLE MERIDIAN ZONING AND BUILDING ORDINANCES. s Lw I oti- 15P1;C- - - - - - T3�PpL=�-� - - - J- - - - - � - - - -- � to& roB TOO ro9 o�� `793.86 J- J- Ld - oB - _ SUBJECT PROPERTY DOES NOT FALL WITHIN ANY FEMA FLOOD HAZARD ZONE REFERENCE FIRM PANEL 16001CO250J, DATED �® a o re�o,� ioe ioe roa oa - - - - - - - - - - - - - - 31 -�-� OCTOBER 02, 2003. W = J � roe roe ros roe T TOB TOe roB ro e ro roa Toe BEGIN 10' 0B- e oe oe 26725 sf �N!�t 0e �' e ;�'r ref I I - MULTI-USE PATHWAY R I � a = ; y- '- ,', , ' � BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING � : = o m 21 22 23 24 25 26 27 28 29P77 I o REGULATIONS OF THE CITY OF MERIDIAN. N N N 3Q o 28 8945 If - O ( I W w Cl o � 1' C 00 CD CD C) Ln o -7611 sf�' %i LOTS 1, 2 AND 1 1, BLOCK 1; LOTS 1 AND 2, BLOCK 2; LOTS 6, 21 AND 22 BLOCK 3; LOT 1, BLOCK 4 AND LOTS 17, 19 AND cn ' N CD CD VICINITY MAP w Q " Ln 10 10 50 120' 30\ 31 BLOCK 5 ARE COMMON/OPEN SPACE AND STORM DRAIN LOTS TO BE OWNED AND MAINTAINED BY THE BURLINGAME z o BLO K 5 W. WHITE ASH OR. SUBDIVISION, HOMEOWNERS ASSOCIATION, OR ITS ASSIGNS. N.T.S. Q ft�- o 60' 55' 55' 55' 55' 55' 55' 50' LOCATED IN THE SE 1/4 OF SECTION 4, �r, 75 a_ a I 55 �� N ,`f; 27 6600 If r7All o w � CO 0 o- w 120' hh _ _ _ _ _ LOT 13, BLOCK 3 AND LOT 20, BLOCK 5 ARE SHARED ACCESS COMMON DRIVEWAY LOTS FOR THE BENEFIT OF AND PROVIDING TOWNSHIP 3 NORTH, RANGE 1 WEST, B.M. 120' $ ��'' "�` E AS!1 �' 1.$"S o� ;' UNPLA7TE0 t o STREET ACCESS TO LOTS 14 THRU 16, BLOCK 3 AND LOTS 21 AND 22, BLOCK 5. MAINTENANCE OF THE SHARED DRIVEWAYS MERIDIAN, ADA COUNTY, IDAHO ,` 266600 sf m (CHURCH OF✓ESUS CHRIST OF LOSS I z \ SHALL BE AS SET FORTH IN THE CC&R S PROVIDED FOR THIS DEVELOPMENT. X 18 00 55' 55' 55' 55' 55 50' �� ( 120' I I \ L02_7,1. If \ DIRECT LOT ACCESS TO W. CHERRY LANE IS PROHIBITED. Ll PAS RUT 1N� ' ,'' Sg o o o o 07124 sf- ,� 256600 sf \ - 7 O N I \\ o n n oo I N LLij - OPEN/ 7530 sf 05 sf- � 1 O I 1200_1 STORM 9$A(NAGE 1 15 14 13 R 412 11 70, ,�I PHASE o '`� z \ U o 18 ', N I 246600 If 301 w w I I PRELIMINARY PLAT DATA Q Lij 1- � 0 r / SITE AREA 18.99 ACRES OPEN SPACE/COMMON LOTS 2.50 ACRES Z (o o °' ARAG 9 120 , 0- Q Y Q ro 1 0 p ASE 3 0 4 0 0 5 `�' 0 6 "' 7 "' 0 8 �" °N°■ SE 1 z_ I- - - - SINGLE FAMILY RESIDENTIAL (64.0%) 12.15 ACRES CENTRAL COMMON/POND AREAS 0.93 ACRES Q Y 00 00 1 o 0 0 07054 sf ■ 1 fE� 3 � � o PHA I I RIGHT-OF-WAY (21.8%) 4.14 ACRES CHERRY LANE ARTERIAL BUFFER (50%) 0.03 ACRES U o rn � UNP� Y 47�4 HP �OHP - (� 237211 If END 10' MULTI-USE PATHWAY N / OPEN SPACE/COMMON LOTS (13.7%) 2.60 ACRES SETTLERS CANAL/PATHWAY NETWORK 1.12 ACRES p - °' 55'-E� 55' 55'_ -55' 50` -HP G x - x EG x x x x x LOCAL STREET BUFFERS 0.18 ACRES Q -o COMMON DRIVEWAY (0.50%) 0.10 ACRES z o 00 � 3000 If �, - - - - - E� I I STORM DRAIN LOTS (NON-ELIGIBLE) 0.24 ACRES Y Q N o - - - - - - - -- RESIDENTIAL LOTS 74 OTAL ELIGIBLE OPEN SPACE W U o 0 EXISTING m ��� P`` 5 s 354' ► ■ ;n 0- = =EG - - EG - - - - - -- EG- - - - - T(EXCLUDES 50% OF ARTER AL BUFFERS) 2.26 ACRES m w .�1 - -]5� _ COMMON DRIVEWAY LOTS 2 z w o V HOME/GARAGE 152' \� 2.0 8250 If OPEN SPACE/COMMON/PARK LOTS 12 o a TO REMAIN �°- g5 } 55' 55' 55' 55' 50' �_ I I TOTAL LOTS 88 PERCENT PROPOSED ELIGIBLE OPEN SPACE: 11.90% Q PA 2 � o ILDING i19 `o CE« TOWIR 10% REQUIREMENT: 1.90 ACRES N 7181 If �h �, ■ EXISTING ZONING: R-4 AMENITIES: W o 1� 2s / N N N N N 25O If h � a Ay } 333 If o 6 0 7 0 $ o g o 1 Q Y ' N I r• - - - - PROPOSED ZONING: R-8 1. GAZEBO x / x � 150 -o I I GROSS DENSITY: 3.90 DU/ACRE 2. PLAY GROUND AREA 14 i o 7249 If x 6877�f �6 BLOCK 4 �``'P ASE 3 ■ N - x EXISTING NET DENSITY (EXCLUDES R.O.W.): 4.98 DU/ACRE 3. WALKING PATHWAYS X 94ti 60 Vt88250 Sf I HOME/GARAGE f AVERAGE LOT SIZE: 7,152 S.F. 4. POND m > w r X �6 150' TO BE REMOVED -x o x 3 a I L MINIMUM LOT SIZE: 5,600 S.F. Z = Z U_ � � - - - � Ri > z � o II in in in 1 o o w u, B IT Of 6426 If 15 sf o 0 15 0 - 14 0 -13 0 -12 069171 If Ln 17 FA 2 sf v I� UNPLATTED 23 I 103' 1600 J I 153' I< (SEVENTH-DAY ADVENTIST CHURCH C ILLIRON ST.� LEGEND o = w wmZ � Jw o 55' 55' 55' 35' °� 16 I - - BOUNDARY LINE EP EXISTING PAVEMENT z Z z n a z � L 294 sf_J 2 50 - I - - - SECTION LINE Ec EXISTING PAVEMENT �- 102' 6436 If SL 8 S �o Q 8871 sf I /- - - - - - Z a o } w n // F U Z O O 0�^ �� 0 ON 129 719 If � �� s� AY I I I - - �� 1 I RIGHT OF WAY LINE s"ss PROPOSED SANITARY SEWER z sue' 56' 55' 55' 55' 55' 15 N o 132' o- _ 7295 sf z PHAS Y I I LOT LINE EXISTING SANITARY SEWER o z z z w w _ I I q N N 120' w 91�8st � 7 � � 8 0 � 9 0 �10 � 11121� 14 Ali I - - N E - - CENTERLINE ��� EXISTING WATER LINE z m N xf�-x 7468 sf EASEMENT LINE w PROPOSED WATER LINE 45 _ - - -- - - - 60'_P - _120'- - -b� CITY LIMITS I I I I - - - x - _ Tom, T - - - CITY LIMITS BOUNDARY ->SPVc- - EXISTING GRAVITY IRRIGATION LINE o pHASEsI / 103, I N89'20'31"VII 461.10 i - ��T - - - _- - - - - - - - - - - - I ZONING BOUNDARY -GIR-- - - -GIR- - PROPOSED GRAVITY IRRIGATION LINE � o0 0 134' � 7503 s�5 0 20 _ - 7 I 7122 If 1344 i 1N i i ■■■■■■■■■■■■■■■�- PHASE BOUNDARY PiR PRESSURE IRRIGATION LINE wcj 127 � 7474 sf I "ftai ft [__ (D �ss� 1' CONTOUR LINE Y PROPOSED FIRE HYDRANT cc O 00 o 70563 If ti 135' U �S _ �' sD 5 CONTOUR LINE PROPOSED STREET LIGHT LV V) o LU 129' 3 m I I - - - - - - - I _ I; 7439 If I I PROPOSED CURB, GUTTER �- SURFACE FLOW DIRECTION o 0 0 0 7001 If I 136' PHASE 1 1 ^ I I I I & ATTACHED SIDEWALK Q ^o 0° 125' N 2 I o I - - - VALLEY GUTTER V o z I J I N RUT I I PROPOSED PATHWAY o it ----------- STORM DRAINAGE LINE & - N � 7648 If r I _ I I 66222 If Lo 143' UNP��ED o I - I PROPOSED 10' MULTI-USE -�-�� -J COLLECTION SYSTEM z w °j RUT 116' i �, 1 I I - - - PATHWAY N c 10110 If I � I I o � 33 I I I I 50' ROW a_ _ � 61 20 sf n �,g, 132' - I / I UNpLA PiR TE-81 I / I I I I I 3.5' 5' SIDEWALK 16.5' 16.5' 5' SIDEWALK 3.5' ��b.3 sf - 179_ - - / 1 1 J 1' LANDING 2' 14.5' 14.5' 2' 1' LANDI O PUMP STATION OPEN 1 N89'17'1O W V I 6 I } I I I 1�1 >- 165.09 1 F- g r R,.t� _ I V I 1.5% C B 2.0% A I A 2.0% B C 1�1 � 26239 sfl Z SHOP I 5 p I ~� Z Q I , �> I A CD CD N POND I� 1 BLOCK 3 I �o I D ' D w ``' Q N i; z 14' CROSS �- I GAZEBO/PLAY GROUND N I Q - I' ACCESS EASE. 1 - 60 I I D E F I F E D o o z 1-4 I � h v OA 2.5" ASPHALTIC PAVEMENT © 5" CONCRETE SIDEWALK - SEE ISPWC SD-709 EO 12" PIT RUN GRAVEL o h DWELLING Q n cam' I I I m I I� © 3" ROLLED CURB AND GUTTER - OD 4" OF 3/4" MINUS CRUSHED GRAVEL FO COMPACTED STABLE SUBGRADE o W Z `n Q J ______, M M I I SEE ISPWC SD-702 50' RIGHT-OF-WAY C OVERFLOW TO N�23211sf - - CD 25 �� _ _ TYPICAL STD. ROLLED CURB GUTTER AND 5' ATTACHED SIDEWALK � z _o { TENMILE CREEK2 x �� P I I \ ' - - - - W = o LLJ - "-_ - - - - - - - - - � - - - - - - - - - -L - - - - - - -- -- - - - J � U) - - - Ui E -NO'42'0"E 13.03' C LIMITS - 68' ROW Z o CD WEST CHERRY LAN N8g 171 195.35Mimi 4 3 ~ J - - - - - - - - - - - - - - - - - - - ` - - - - WEST CHERRY LANE 9 10 WEST CHERRYL, 3.5' 5' SIDEWALK 21' 9' ISLAND AREA 21' 5' SIDEWALK 3.5' 04 ow -0 - - - - - - - - - - - - - - - - �I _ - - - - - - - - - - - - - - - - - - - - - -- -- - - - - � I �- - I 1 2 18.5' 0.5' 0.5' 18.5' ow- 2' 1' LANDING LANDING M R-8 1 / - - - - - 0.5' 0.5' 0.5' 0.5' h+�l O I I I C B 1.5% MIN. A G H i G A 1.5% MIN. B C I SCALE 1 "=100, N ~ I I DWG.DATE 07/1 1/18 rls I < QI \ -J D �� D ,� PROJ. NO. 180407 \ I I o D E F E D F Cl) �I SHEET 1 OF 2 \\ V I AO 2.5" ASPHALTIC PAVEMENT © 5" CONCRETE SIDEWALK EO 12" PIT RUN GRAVEL © 6" VERTICAL (ISLAND) CURB © 6" VERTICAL CURB AND GUTTER DO 4" OF 3/4" MINUS CRUSHED GRAVEL FO COMPACTED STABLE SUBGRADE OH CENTERLINE STREET DESIGN PRE 68' RIGHT-OF-WAY TYPICAL STD. VERTICAL CURB, GUTTER AND 5' ATTACHED SIDEWALK AT ENTRANCE r-7180407-PRED:W:G:�