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CC - Preliminary Plat i I o Uj rr o W. LORETTA ST. _ 0 -! o :� o W o w 0 CO o W. TANERO ST. cc s -I cc no HUNTER w Q � � Co LDS CHURCHELEMENTARY O Z g � o N I ► m I I I I ®g o TTTT - BRIDGETOWER rz � � Qw0E CROSSING NO. 11 Z BRIDGETOWER CROSSING N0. 15 I I W U.) x v, CONNECT TO EXISTING SEWER I CONNECT TO EXISTING wATE \ \ I ( I ( I I z M M 3j m °- I EiK I TING ME IAK CITY LIMITS S 89°19' "E 13 5.02' z ® o r o Sao O _ .. o, M / 3 2 5 I 5, 6 5 4 . 5 25 h 1 N `-256 257 2 9 2S) 7 6 257 I I I I N / 21998 sf 12336 sf ri 10400 sf 103 sf I�' r 11049 sf rgi 11050 sf rIi 10400 sf M 11050 sf r�i 10745 sf cv T N 10134 sf r%� 9842 sf N O 4 P LO 999 14491 sf co '`'�\ -� BLOCK I �1aSe B cK 3 1 \ 100 50 0 100 200 300 SIT E � w N 65' 80, 8 ' 85' 85' TT 0' 85' 83' 78' 75' 30' \ \ J W in n ��• ;� ----- ---- zo9 -__- -- - ----------------- - - ---- -------------- ---- --T- --- LOCK \ IM J 5o o - W: 48 _ cn _. � 91 \.� B 113 I I o SCALE IN FEET w Q = o� o JED W RD Q � �� 1 533 sf , D� 14 80' 85' 85' 85' 85' 80' 78' � 1 i� 5 z _ ¢ I I I( SAWTOOTH (,j.J Z [r Q o 1 12 11 1 9 8 7 6 5 `�� i 11on sf o Y Y g o o 12853 sf .,• i f I� MIDDLE SCHOOL z o - f i\ _ i\ i\ i\ ^ I 11629 sf f ' U j J N Z a� cv 10795 sf c-1 10160 sf cv 10795 sf N N 10795 sf cv I Gt.. C3 L1J Q W c a 6, co 1147 sf iv 3 ' f1 - ^\ ° c Q (n �c }- 7 I j 130' 12803 sf 13436 sf �_ 1 0' j �' 3 W - l� M M M ° Z 10400 sf co i 15 K 2 I o Z d Q Z y� mto _ 130' 1 10382 sf 20 21 10400 f � I i EISBI S ARE I m l 18 I _ _ I I R-4 SETBACKS VICINITY MAP I I Z 8 1 130' I _ ( 22 130, i Z FRONT. 20' GARAGE / N.T.S. Z U 10400 sf I ^ r- ^ 23 3 \- 15' LIVING SPACE OR LOCATED IN THE NE 1/4 OF SECTION 35, T. 4N., R.1W., B.M. 0O (°III 16 1on5 sf � sT 10975 sf 3 I SIDE LOAD GARAGE Ja 10815 sf MERIDIAN, ADA COUNTY, IDAHO rn , 13721 sf l 11 0 sf 24 10 sf o I 10400 I REAR' 15' O o 130 ° ; b 11136 sf I I • SIDE: 5' (, - 10 \C�') 9 �� �e 2 80' 85' I 85, 12877 sf "' 13513 sf ' 130' 130 S /� - _ Q M 10400 sf 1 BLW � ----- -- 85' I dN p m 'OD 20� ' ..�--0 1 t4' 1 ,, 2 ` 1 2 I �' O Y _M 130' , 17 �� 8 10660 sf� ! I I o �I U fn L2 \ 10 _ i 16743 sf : CENTRAL I [ 2' I R.?rr''��� r h�1530 I Q 1 I CONNECT TO E iNG WATER LEGEND U 10413 sf o I 14 o i N _ Cc y O Z 00 , `� \ 111 _ 80 �`\ 1 t 1`2245 sf N -- I----- -- -- --- -- -- _- ... .., �... Q BOUNDARY LINE ---18 s - - - EXISTING SANITARY SEWER W U O Q 25 \ , •.° � --o�c` COMMON AREA ,,,� l i w 132' I uL ( '- 11399 sf 15 80 zn L^ - o W. MONR _ . 00 \ to J; �� `� 53415 sf I 2 (O 82' I 2 s '--ur' SECTION LINEW - M \ \ �• 3 \ u f f o UM 0 11 � � � 27 13 6 w 11126 sf 16 �8' I .�_ _.___. � ---------W__------- PROPOSED WATER LINE z m Z00 w I \ N o f I RIGHT-OF-WAY LINE - - - - -12 k'- - - - EXISTING WATER LINE N �p 17 2736 sf 1 N 1 I N ` \ SOS?�\ 13223 sf 12 ^ 11126 sf I N 1 - y 2 178• y�� �o "�' ( 1 2 �� 120' �A.°� ' I -�- LOT TINE -ERR PROPOSED PRESSURE IRRIGATION LINE 0- O ------•,s10R•--------- -- 11050 s 11 12052 sf losso sf � I 2 1 i �,-� - CENTERLINE -- PROPOSED GRAVITY IRRIGATION LINE 1 11000 sf �, ^� 13 ' _ I ^ I I I - - - - - - - - - - EASEMENT LINE OHP EXISTING OVERHEAD POWER o z 400 sf 10 I \ Zw � f-9 �+ o O W 3 0 1 sf u , )]' \\\ O BLOv ' L ` 0 I o C= ©©o©o©©r3 I3 o IRR EXISTING IRRIGATION LINE Z o g-� \\\ s p r l- 3 I - 30 ZONING BOUNDARY o w o w . 10400 sf 9 q�'y'gy T� I + I C> W o ^� 8 . I z 11699 sf 10 1 3 r �Irr_ps ^ 12368 sf 80. \\ 0 ,� I c' ;p 10418 sf ( I ]C W. CRESCENT CT. EXISTING CITY LIMITS PROPOSED FIRE HYDRANT Z Z Z 10400 sf o 1 B 131 5 l a� 1' CONTOUR' LINE 91 C cEss „o eo, PROPOSED STREET LIGHT 4 a 10400 'S6. \\\\ '\ `P6' ° ' �Z f`26J (D Vi o 0 o / -� 17 10400 sf ao S N o \\ 80, 4 4 5 CONTOUR LINE �-- SURFACE FLOW DIRECTION w o o W 35' SETTLERS IRRIGATION \ 10400 sf 'O 12658 sf t147s sf r I I CURB, GUTTER & SEPARATED C__^_= STORM DRAIN SEEPAGE BED � o z g COLEMAN LATERAL EASEMENT 7'\ I o 16 401 10415 sf o J e 3 / SIDEWALK o i i 80• has s 14 ~ 1040o s 15 \\\\ 6 13 , .� STORM DRAINAGE LINE, SAND & GREASE TRAP N W 0 136 0 / 8'SS PROPOSED SANITARY SEWER ®"�'--''"�'-� & COLLECTION SYSTEM base!� T w r B�, \��\ `- _ 7p� 10400 sf � \� ! 5 1 11SUBDMSION PHASE & PHASE 120' i �3'j• T£ Fips 14 >� / ,try i ip 114so �c ee 3 BOUNDARY Ph Q 15 I 2(A \ N� rpgTO ?10400 sf ��' 14632 sf J a �" O o sf TN S�' a 1 3 6 �� J 135' �" "� `r r/ 8400 s I - Z 10400 sf 9�. �S�` '�� O .Io 12 9 j 6 _ rn `. 1 I � o Z z 6 I 21 11192 sf �`_1`1 OZ 13815 sf �, �s� fn d o 8400 o V I 8400 sf 23 0 -2,r • - (.0 E. W '"�► 00 o O h 120�5 7 8 sf 24. \ 1 1 R.1 147' 120' co '� O v I 17 22 1051 f. 25 11s s5 0 7 I o - o 10 I PRELIMINARY PLAT DATA r� Q I "' � 00 - 3 W sf 2^ I 9333 sf 856 0 26 /hh !� 21714 sf 6 Q o 4 O I ` ems• S �I j SITE AREA 39.76 ACRES EXISTING ZONING RUT ` V o f� 10 ' �� 88 60' s347 sf. 9 SINGLE-FAMILY RESIDENTIAL 65.247. 25.94 ACRES f� rn o, 9� -- - - ) „ob 27 50 I I ( )' SINGLE-FAMILY(RESIDENTIAL LOTS: R 99 � O W ao � O �•• - ,---- '` 17564 sf %� 30 RIGHT-OF-WAY (22.13%) 8.80 ACRES Z �-� ° - - �o, 8144 sf, 8 ��s, 'I i COMMON AREA (12.63%) 5.02 ACRES OPEN SPACE/COMMON LOTS: 12 rn N I CINDER ROAD (ARTERIAL) BUFFERS 0.91 ACRES N . - 70' BLOC 1 99 sf TOTAL LOTS 111 o TIN 4 73's \� $ ��'' 1 UNPLATTED RESIDENTIAL STREET BUFFER LOTS ' 0.37 ACRES o prl j� 869 sf 1ss1s sf I - - PATHWAY/WHITE DRAIN LOTS 2.08 ACRES GROSS DENSITY 2.49 DU/ACRE cH p a 23 •�3 \ PEDESTRIAN PATH LOTS 0.20 ACRES NET DENSITY 3.82 DU ACRE r \ i l 11 0 8047 sf o • PRESSURr IRRIGATION CENTRAL AMENITY 1.23 ACRES I 4 � ( EXCLUDES RIGHT-OF-WAY & COMMON AREA / 808 f o �9 PUMP STATION OTHER OPEN SPACE LOT 0.23 ACRES 15W 805o COMMON s�,101 o sf 2, \ ELIGIBLE OPEN SPACE (12.55%) 4.99 ACRES MINIMUM RESIDENTIAL LOT SIZE 8,000 SF _162 C1C 1at15 sf >�=E^__a �, I �- AVERAGE RESIDENTIAL LOT SIZE 11,413 SF 20 IRRIGATION ---------P1��s .�_- 5 I 175 - r, `� R-- , 0.23 ACRES p ' EASEMENT I -- ,,ow, -- 60---PtRR -. I CENTRAL AMENITY 1.23 ACRES AMENITIES: _ 50% ARTERIAL BUFFERS 0.45 ACRES � 4 � ' - � ���.o.����� ��� PEDESTRIAN PATH LOTS 0.20 ACRES 1• DETACHED 5 SIDEWALK & 6 LOCAL STREET I- - - - - - - - - - - - - - - - - PARKWAY (EXCEPT W. ASHTON DR.) W \ ( 1317.44' I PATHWAY/WHITE DRAIN LOTS 2.08 ACRES 2, CENTRAL AMENITY WITH PLAYGROUND EQUIPMENT Sri N 89'11 37 WzAt �2'S�'ER EASEMENT SAWTOOTH RESIDENTIAL STREET LANDSCAPE BUFFERS 0.80 ACRES 3. MULTI-USE PATHWAY ALONG WHITE DRAIN '_' I-- - ONNECT�F TO IS SEWER w� CONNECT 0 EXISTING ATER - MIDDLE SCHOOL 0 0 O U Q IWATERsoNG I ESTATES G[ a l /Tq ',-� r W. BELLAGIO DR. Z ® cc � I a ,� - I - ( 0 �'' z w fz 8 I ► I -\ rT_ _T_ _T_ \� \- -\ _ w z A _j � � Q LU 56' ROW � I r w NOTES ° uj - 45 W �' 50' ROW 1. SANITARY SEWER SERVICE TO BE PROVIDED BY EXTENSION OF MERIDIAN CITY SEWER SYSTEM. � 2. DOMESTIC WATER TO BE PROVIDED BY EXTENSION OF MERIDIAN CITY WATER SYSTEM. 0.5' 5' 6' 33' 6' 5' 0,5' 3. SUBJECT PROPERTY DOES NOT FALL WITHIN ANY FEMA FLOOD HAZARD ZONE - REFERENCE FIRM PANEL I SIDEWALK LANDSCAPE LANDSCAPE SIDEWALK I $'S. 33' B'S� 160001CO143H, DATED FEBRUARY 19, 2003. I 2' 14.5' 14.5' 2' I4. ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, 5 2*- 29 2 5 AND LOT DRAINAGE OVER THE FIFTEEN (15) FEET ADJACENT TO ANY PUBLIC STREET. THIS EASEMENT SHALL Sidewalk Sidewalk NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. STD. ROLLED CURB CL STREET DESIGN C 5. UNLESS OTHERWISE SHOWN AND DIMENSIONED, ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT STD. ROLLED CURB I Roll Curb Roll Curb-. I EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE FIVE (5) FEET ADJACENT TO ANY 1.5q MAX. 1,5� 1.5% - INTERIOR SIDE LOT LINE, AND OVER THE TEN (10) FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION 2 0% 2.0% 1`5% 1.5%MAX. ( -..�--2.0% 2.0%--.- "_ BOUNDARY. SCALE 1 -100 4 1 o ° . 4'• '•4 6. DIRECT LOT OR PARCEL ACCESS TO N. UNDER ROAD IS PROHIBITED. III=III-III D. o • o °o _ 4 III=III=III vT -III _ _ •o•;. . II-°I. =.:•a III= 0 7. THIS SUBDIVISION FADS WITHIN THE SETTLERS IRRIGATION DISTRICT, AND ALL LOTS SHALL BE SUBJECT TO THE DWG.DATE 02/26/15 :•°-�': :� ° °t• 3 ASSESSMENTS OF SAID DISTRICT. I>- o Compacted Stable Sub grade� r 2 1/2 Asphaltic Pavement o 8. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE PROD. NO. 150106 13 3" ASPHALTIC PAVEMENT COMPACTED STABLE SUBGRADE al +1, , a; APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN. 1 6 3/4 Minus Crushed Gravel 12 Pit Run Gravel r 0 12" PIT RUN GRAVEL 6" OF 3/4" MINUS CRUSHED GRAVEL o I SHEET 1 OF 2 �, LOCAL STREET SECTION (50 R.O.W. - W. ASHTON DR.) CD TYPICAL LOCAL STREET SECTION (56 R.O.W.) N.T.S. Lj N.T.S. PRE /150106-PRE.DWG I