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CC - REVISED Preliminary Plat and Open Space Exhibit- 29 CP&F INST. NO. 106023326 32 �I A \ I \ 1 \ I \ f I 1 I I � I \\ 1 I 11 I I 11 I II I SII I r 1 � II I I 11 I I II I I \ MAINTAIN EXISTING WELL SITE ACCESS TO W. QUINTALE DR. PROVIDE ACCESS EASEMENT TO CITY 1-7 j MAINTAIN EXISTING I I PUMP STATION SITE, ACCESS TO MCMILLAN RD. PROVIDE ACCESS EASEMENT TO CITY I\ l I I II I II II II II I I I I I PRELIMINARY PLAT FOR OAKS WEST SUBDI\/ISION SITUATED IN NW 4 OF THE SECTION 33, TOWNSHIP 4 NORTH, RANGE 1 WEST, B_M_, MERIDIAN, ADA COUNTY, IDAHO 2017 \\_------, - ,,__------ -- ---- -- - - - - INT OF --------- -- 'INNING =v CP&F INST - -_ - - _--- -- --_ - - - '4 J IQ 201 fi _Q54583 • --- - - 1118.7' - -- --=2w--- W 1/16 6� - -Qf?'------------ _------- - _------------ - - - - - - - - -- Z W r :- -- -� o=�F .....r.. _ --150.2 �_ �-\ --- FILLSLOPE - _ ,` ?---- LIMIT PER ROS 8989 IPCO EASEMENT \......,.,,-------- _ 1 6-1 -- -- � o N � 6169 SF � I 5-31-.- -- ------ ---- -_--- _ _ - - - - - ...., ....------__ --__ ---- �--------------------- -- --------- N Il 13.0----- COMMON- - -Lim-- T' -I I- /// - - - _ . A- C '.. N - - - ... 54593 SF ....1..... - - 50.2' 50.0 53.9' 20 _ 50.0' '50.0' N 62.2 \ �m --- COMMON 50.2_ ': ----- /\ -.\--�---- ----r.- 50.2' ------- -----/ 50,2' - /\'/ BI .8' So.2_ � r- j- � I 11 I �\ I, 16-2 � \\ I I I /Q AI 2�\ 2 8 1 2 7 j 52.6' --- .�1 -2 .0' ss.a' �-----\ r- -1 r I I 1 I I I I 1 � 11 F y� �+ Toa s 66.6' r- -----(7 / \ \ I I 1 I 9LOliK51 1 1 I I COMMON ---- �- v� / N, A 1 1 I 1 1 1 1 1 1 1 5-23 'I I I\ 1 1 1 1 1 I / \ 1 1 I I I" 5-22 5814 SF 6-3 6-4 7 \ _ I 044 S / \ I 5-20 I m 5-21 m 5-24 / \ 1 I I I 5-11 I I 9044 4 / 1 "� 5-18 5-19, f ro 0 1 N 6021 SF n :I n 6554 SF - 6554 SF n 6-5> `O co 10940 SF 1 fD I 1 / 5-16 \ 'm, 5-17 5977 SF a 6202 SF N 6428 SF 1 n 6656 SF 7606 SF 'n j 8556 SIF a J \ 1 1 1 1 10252 SF \ �N 7147 SF I -- I 5-13 / I L- J 2 2 2 1 I I \ \ I I 1 1 1 zo0o' ° J 6556 SF N / \ I I I - I-� � \ ao.D'- = i I I / \\ 1 I so.0' I I ( BUFFER ' I I 1 I / 5-15 \ ; \ �,-J L =J L-- ll L ---J-,; Lk1� ' I \\ / Z _ 2 I °° I I I 3658 sF ,. 5-25 ---J L-- J L-7 \ \ - ____ _-- / • \ .__2666 SF' :• � N 50 0' 50.0' 29.5' / �L \- / - -- J_--=_--- m :". COMMON N -L-� '- I_ 12�' V �w z1.00' I 5-10 I 5-12 � - - - � 1 � O .:i3�o', . 6-6 ',- / 11.0'-50.0' 50. 50.0'-20.0'=20.78 29 " v> I t m I 9424 SF 1548 S � \ I �^ I � / �:-� �� �� oQ �� - 55.T- - - - 53.9'- ,n N '�. `: 3562 SF..` / / � I /�\ I COMMO .. S / v 6$ 181.0' to\g / I �* ,5�0�� '.L3.t,' ...::COMMON 32.7' \\/I -VY-L�. S4FL RES- DR.- / 5-26 1 I 50.0' 50.0' 2ss 12 E / j °j I 152.1'- 6. a / ,a �s1.o' so.o' �o Ao 6516 SF ,I : I F---� E---� r-- 1 m- 14853 SF - - - - - COMMON -77- -7 \ \ h moo+ ., .:,,. �8 1L4' ----- -J o o l / f/ //��/� -- --1-- _- - --�- - SFE LANDSCAPE PLAN o - - - - �� - n / / // 1 / _ _ r _ T ---108:2'--- / / _ _ �j- AOR AMENITY !� - - - - - - � r - - - - •' � so oo;_ I N 1 \� I I' I _ o ~ II hl I I/ 3 4 5 6 M s5ss9F j1 I: m 11 \ - % N '`� 1 4-4 I 4-5 q� I _ 36,00'- _ I 6-10 °� �I I� I 2 <- <'� '\ 9039 SF n 8961 SF / II - �` _ _ 6`4 -� 6 1 594 06.1. 2$ti a N :.I I 59 2S m W' 1 656568SF M 65656 SF 8558 SF 4 o II IIII 1 I,\ I I cn II of I _ _ ° tl YI IIII --` L--- 1 I I i i LU 1 4 [IF - -143.0'- - - - �� \ R W. LOS _30 > I 2 1 20� \ .00 -------J 15 F ¢ �.O 0094 SF 12 I LOCK O II I J 3s.00' L cn I I I I I �ti I 42=2.0'=50.0' I 63.5'_.:.0.5' -117: ' - - r - - - - - - - I .5 COMMON w Z\ I 20.0' Y � �1 III 7 I / 15-61.' ,. a > \ :oo'---116 ----� a o N. Q q VI QIV 11 j // 5-8 I ns8 SF - -= -' - . - \ I I BLOCK 4 I I `` I I � - � . _ - N � o q II I II I� I �0 11 8192 SF _ �y I�IoNON� _ Q 1 I, --- �n _� I 4-3, 4-6 \ a z N"-1 �� 1 II UIV IIII I 1 < 1 -I L--�� f----� <M ;� M I w 1 5-28 I M � r- w I 0 7429 SF` \ I m I 7366 SF m �! _ I 7584 SF m n 50.0' 50.0' 62.2' I 1 O I I' I z I g Ir III SII II �� r I I B40CK5 I I g \\ I I 11 v¢iN 1 BLOCK5 I 2700' I r-� r---�---� _ �5 �I VI IIII II --t-+---+----+--- ,1s.o'- 25.0'1 I I I I ¢ I ------- L _-- -N L_______-� - I P` �I II II -�u a I1 t o o ,1s.o'--� a - 16 71 T I O Q I I -- 15-4 I 5-3 I 5-2 J1 5800 5E 11 I Lw 8 16 15 _ y - 1 19:3'- - - - COMMON III \I I 5800 SF 7366 SF 9036 SF - o d - -117'0' - - - I- - - - - _ _ - .� 3187 SF \ I 1 I 1 I o I\ 1 JIF -- l l 11\_,\ I I I V��11 \y 1(II I I I 1� 1 a I I I I I I ": \ /I �I ID Il /I /\ I I 5-7 0 30.00' _ 5_29 1 M N I 1 1 /III II V II I I II I \ 6607 sF I ( I I I I' sa oo' I I 4-2 M\ I 4-7 I M a W< I I Z 2 I P 1 1 7430 SF 1 1 7366 SF Z 7521 SF 1 - I N 6-13 1 6-12 1 I -- / 11 16467 sF 1 01 sF 6- 1 1---=�--I III I II I I 1 \ _ I �1 L ---U L-- J L ---\-J L_ --- L-- J LL--- J L_- �� I 1 189 I s1z3 sF�� �F 1za.o' 6Pso.o' soo'-o 635. _2e: 1n.P =o -a so sF 4,s.a�-- ,09.4--- 37 VI III 11 i �I �f �., "COMMON ....,..,. +'-:.. ,•, 0' 1 362.0' �� , Q 8 7' 2w o 0 12w 12w w 12w 12w 12'IIV. QUINTALE DR. ' o 0 _ -M a63.o- o = T - 1 X1779 - \- a m - - - - - - 81 �/ - , - - - - - 271-a'o''-T� = 00.00 �` \ .7• _ ": z. , moi. _ - �\ s _ _ m _ = - - -- 1 231.0 - ------ --- - 135.2' , t ,21.T 2 � / I 120.0' L - - - - '76.3` 6-50.0' 50.0' P�67.0':.�' - .' - N -- . - .... ,<y9. 284601 SF _ _ \ - -_ - 3 2-1; �- - �- _- / F .,. 4PI \ 8396 SF �. 7.0 �..... - 1-11-�-s-_-�--- IIT �� COMMON � m , � � � ., 8' / - -«•� '� _ _ Z -/� � - - :.-��6�s��� I ✓ I I I I 1, I I I I I I I I I I \1 ss.o•_ I coMMorFi 1�\1�\I� 2 1 3 I 4 I I\ I I I I BLOCK 2 1 I 1\ 1_3 I I o �I I \\ 0 1 0 0 0 o Q 11 \ I I vi vi ro - m -. � CITY OF M E R I D I A NF.o 0 5250 SF o 1-2 °° 1-1 1 12-2 1 2-3 q I 2-4 2-5 12-6 " 1 1-5 1 5856 SF ¢ 7702 SIF m 2-7 W _ _ _ 46:4' \\ y 1 1 \ 1 1 2 I 7720 SF I 5800 SF\� I 5800 SF 5800 SF I 5802 SF '� - _ - _. �-.� \ _ ,') 21 \ \ \\ - WELL SITE LEASE 9916 SF - d 6982 SF � I 964588E I � •. M + � 7 �--- V, \\ \\ \ \\1�\ I I \ n1_6A i 2 I I z I I I I I I I\ I 19562 SF 1 �' 3s.00 I I I\ I I I 1 I / \ ° r I WELL 1 I I -_ 34.00' L- - L- - -� L- - - -I L_ I 1 I ZI .1-38 0 \\ \\� \ 1 V so.o' \ Ifi - - - I I 3800' 7590 SF // \ \\ 1 \\ I\ \ v I o..' ` - 1-4 - J 34.00' I 1 73ss sF a / 1-36 \ \ I 57.72 BUFFER 1 1985 SIF0 2 + \ I I / COMMON • . . ° �61 59.00'-30.3'- 49.0' 50.0' 50.0 50.0' 3 �.�'-14 72'=0, I ' I I N / 8778 SF i N� \ \ / \ \\ ®®\ \ \\ T t X8-7 - L / + \\\ --- -�- - I -76.3- - - - 43.3'- - _ / / �/ ' \ a -%266• 6 16SL7.3' /�j -W. OVERCUP DR. =600.0 ' 0.2 2ah N� / / / // \ \A V \ I 8 706.6 20 \ 30.T / \ \ / ,?� 0���90.0' ° 0.0 50.0' 50.0' n �50.0'� .0' 28.6' 42.31'•8,40 \ ��48.3� 1A' \ 11 \\ } ' 120.0'i 1-8 ao" <::17- F .. , < �s7.r X92 \ / / \ \ 22 1 21 • \ \ / / I I o 9438 SF M - \ - 3°s' \ 93 9 • 3 9'` \ I III . a (� 3-11 \ I I �_ r-___ 3�_ °2e \ ansa 5 1 I -------- NW a 7511 SF --1 I \1 I 1 3 1 I 11 I I , _, r_c_ ts:e'�4e�.00 �9 \ , IJCA \ I ----131.0'--- a 1 I I I �5' \ / -1 3- 10 \ 3-9 1 1 I - \ cp \ \� I \ \ \\ \ \ CITY OF MER�pIAN BLOCK 1 1 a -_------ 5764 SF I 6007 sF 1 1 3-8 13-7 3-6 0 1 I I \ \\ 16� /// \ 1 \\ \\ I I I -116.0, - - - 6251 SIF N of 7234 SF 7683 sF I cp o �1 \ EIET STATION 0 1_g I I o�n I I \ 1 I i 1 6466 SF I 3-5 o I 1 I > N \/'` > \ -� �- 1 III\ \ I \\ I \-_ �O I I I I N 1 3-4 o I I I \' / 9300 SF I I I I I T 7683 SF N LEASE AREA \ I I\ 1 I N 1 3-3 I \ \ 5806 SF 1-7 \ I :' N 3-12 I I \ I I I 1 \` - l --- 7.00' 27918 SIF \ I < ¢ I 7250 SF 1 L - - 7683 SF - 1FFER PUMP STATION -- J------� d - I \��\ L _ I /� - 1-T-\ , 1 \ `n 1 // \}-----_ 1 Z I I 1 so.2Iti 2s' J L - , \ i I 7359 sF o0 0. \ \ / / 116 / / \ _ =� a a - - { L-------- 25.4'1 t'-38.6'- 1 I _ _ s3. --' I BLOCKS 34.00'--116.0'--- -7 r--__� 12' o. s ____\ I 1 I foo 1-33 \ PLS 11-779---- 4PI 63.5' LI I I 7166 $F ) -- 38.00' FEMA EFFECTIVE 100 -YR I I 1-1 D_ BLOCK 3 _ 63.5• ' -I L _ - I \ \ BLOCK 1 9336 SF o I I / \ PI _ _ J c° I- FLOODPLAINBOUNDARY 1 1 1 \ I O 1 1 ^/ / / 3,5. 4PI 3 \ 635 0 o I L - - _ _ J \1 3-13 7213 SF N / l I r' s3. 4PI \`---- ---- --- --- 11 III pl I /L \ 9739 sF 3-14 110.7 3-15 / I / % /-__ s ` I ;.I 1 �� I R I Id IIII 1 1 2 /,so.T -off 1-11 as I I I 7878 SF,/ / 3-16 I / / \ I 1 I° o _ 3389 sFj ° 05 / / / 8376 SF / I /3-1 U 1-32 I BLOCK II II cN -... /.. COMMON / r _ _ _ s• 5942 SF / 1 / o / / 83 30713 SF \ I I Ill I .96.0' 45.4' 98. _ J L l l l �° l l l -7 r - _ COMMON 2 _ / 3-17 I / 83.s' 770. la Z- --- 7366 SF / o / / / / 34.00' _ _ 2' _ _ ` l o I III , /r� >> a s • I I 3-18 7366 SF 1 \ f I III q IQ l II I� I 1-31\ \ I II ISI I 1 5632 SF \ / / 1-12 N I 1 ss.s 830` �J/ L` I / 3-20 / o / i �3 L__ I \ I \ '1-19� � ' I G� 9431 sF � I-_ ,., , s �\ � � -- ---- ..� _. ,. � �2 0• - _ � / , 7366 sF � I � 17s.r-; I m �losns sF�� L° N 1-14 / / - s:e - `` / 3-21 Y �_� I I III NIU I I -�- t / T 6472 SF of - .3' 630• ` / / 7366 SF / v / -I--- I I IIIIII�� II I I COMMON \ % 5968 SIF / / _ 7 = `: X 63.9' vv - 3s J L ` / l / -�'l I 'I 20 00' PRESSURE / / / , 1-15 / I / �/ _ 0 0' i ENROS _ l tv / 1-30 I \ I ( �I J 23 1 1 7732 SF / / / _ ` _ X63:5' -R. 3• ,. - _ / : : / 7503 SF I I I 111 IQ I II ' I I 2 1 1-16 I I _ \/`o J 1� II III I� II III r ` ` 2 N - _ 72 I d' V) I 1, It I 11 III I 1 7732 321 _ _ :::`�63.5'7 , O$h '. / _ ` `.3 _ ` I\ I� z II 11 I I 1 1-18 �.< o.2 -a 7396 sF 4i _/ I / _ Vis' -� / _ Y I I I I I 20.00' WATER_ _ I- 5 / EASE. J � _ � / - ,4 1-29 } c I / a 1-20 / / - `83 5• ® / 7928 SF 6pI s L_J / 3 / 7373 SF I 1-21 �s' �. L s2g'_ I �� W 66.8' `_ / I BLOCK 1 / 7373 SF / / /�\__ ��1-27 PI` 83.T -'J / / / / 3722 3 SF/ I / / - "..COMMON:-',__-- Ps3s' ,' N� � � I ►'7 � III \ \ � \\ � � L _ / l / 7373 SF I / \ a I li I I / / / \\\� \ , IREGRE1-24i s _,/ L / 7373 SF / _ / / 2 I I // \\ - -DR-.,83' 4-25 1 --- •�,_\\`_PS--__,_� 83s•'J L_ � I 7666E / �\ 1-26 � -J »s3.s �J L_ / / \6674 SF /� 1-28 - � o I �� r as.2\ ` -_J / 1o51zsF o VE Q w _ _ `� 1 J 1 I 83 J.5' - L ( O�/�` ISI l , 12 II -_-_ --„ �Z7 S -11779J `Ill _ _ _ l�� �N_ __ _Il 1� v PS / N 1 ��2s - - - - - - S89'17'25"E _ „ \ ____ _ �- \` \ \ - - - P` _ 1\`PS / PLS 11'779 I t 00 1`-� 6 r7 - N 32 33 1/4 CP&F INST. NO. 2016-120634 PLS 179 \\\\\ \- 1 PS l/ _-------- - _i -- Preliminary Plat 0 80 160 Feet Parcels Included SO433223010 - 30.91 ACRES PARCEL # 1 4730 N. MCDERMOTT RD. MERIDIAN, IDAHO 83646 Contacts Keyed Notes 1. 20 -FOOT WIDE SHARED DRIVEWAY. 5 -FOOT LANDSCAPE STRIP PROVIDED ADJACENT TO DRIVEWAY - DRIVEWAY LANDSCAPE STRIP TO BE CONSTRUCTED WITH HOME CONSTRUCTION. 2. BUILDING ENVELOPE PER M.C.C. 3. 5 -FOOT WIDE WALKING PATH SIDEWALK CONNECTION. 4. 14 -FOOT WIDE VEHICULAR PATHWAY WITH 14 -FOOT WIDE PUBLIC USE EASEMENT.. 5. STORM DRAIN DETENTION POND. 6. 10 -FOOT WIDE MULTI -USE PATHWAY WITH 10 -FOOT WIDE PUBLIC USE EASEMENT. Legend HAYDEN HOMES IDAHO, LLC 00 C/O TIM MOKWA DEVELOPER 1406 N. MAIN ST. STE 109 TOTAL NUMBER OF NON-RESIDENTIAL BUILDING MERIDIAN, ID 83642 • 208.869.9785 ® BECKY MCKAY m ENGINEERING SOLUTIONS LLP LAND PLANNER 1029 N. ROSARIO ST. STE 100 F1 7 11 MERIDIAN, IDAHO 83642 ROW AREA = 208.938.0980 n ROSS ERICKSON, P.E. 20.88% ERICKSON-CIVIL, INC. ENGINEER 6213 N. CLOVERDALE RD. 125 SS BOISE, IDAHO 83713 3.53% 208.867.3954 Z CLINT HANSEN, PLS PROFESSIONAL LAND SOLUTIONS, INC. W 231 E. 5TH ST., STE. A LAND SURVEYOR MERIDIAN, ID 83642 EXISTING CABLE T.208.288.2040 WATER &SEWER Ma 115,192 CITY OF MERIDIAN SERVICE PROVIDER - PRESSURE IRRIGATION SETTLERS IRRIGATION DIST. QUALIFIED OPEN SPA( MACK MEYERS SERVICE PROVIDER 208.871.4468 PUBLIC ROADWAYS ADA COUNTY HIGHWAY DIST. Keyed Notes 1. 20 -FOOT WIDE SHARED DRIVEWAY. 5 -FOOT LANDSCAPE STRIP PROVIDED ADJACENT TO DRIVEWAY - DRIVEWAY LANDSCAPE STRIP TO BE CONSTRUCTED WITH HOME CONSTRUCTION. 2. BUILDING ENVELOPE PER M.C.C. 3. 5 -FOOT WIDE WALKING PATH SIDEWALK CONNECTION. 4. 14 -FOOT WIDE VEHICULAR PATHWAY WITH 14 -FOOT WIDE PUBLIC USE EASEMENT.. 5. STORM DRAIN DETENTION POND. 6. 10 -FOOT WIDE MULTI -USE PATHWAY WITH 10 -FOOT WIDE PUBLIC USE EASEMENT. Legend --7-- ® 00 FOUND BRASSIALUMINUM CAP = EXISTING FIRE HYDRANT TOTAL NUMBER OF NON-RESIDENTIAL BUILDING 5/8" IRON PIN WITH PLASTIC CAP • ® ® CALCULATED POINT m CONCRETE CURB AND GUTTER 3.23 LOTS/AC FOUND 5/8" IRON PIN WITH PLASTIC CAP F1 7 11 IRRIGATION BOX ROW AREA = FOUND 1/2" IRON PIN WITH PLASTIC CAP n COMMON LOT AREA = 20.88% SET 1/2" IRON PIN WITH PLASTIC CAP ss W Ustiek Rd SS EXISTING SEWER 3.53% 47,480 SF Z w EXISTING WATER RESIDENTIAL AVERAGE LOT SIZE = W n CABLE 0% EXISTING CABLE n m 6 Vicinity Ma 115,192 - EXISTING CENTERLINE - - iQ QUALIFIED OPEN SPA( EXISTING DITCH LU C/) o EG EXISTING EDGE OF GRAVEL EG EP EXISTING EDGE OF PAVEMENT EP Z Y EXISTING FENCE x F/O LL O EXISTING FIBER OPTICS J GAS- EXISTING GAS GAS- LU U w EXISTING GRAVITY IRRIGATION Z o IRR 0 JT EXISTING JOINT TRENCH JT OHP EXISTING OVERHEAD POWER LAN,S ONPL PI EXISTING PRESSURE IRRIGATION PI a 11118 EXISTING STORM SD A OF TSN EXISTING TELEPHONE T T/FO t 0 .. • • • • • .... EXISTING TELEPHONE & FIBER • • • • .. •• •• ID •• •• •• • • • • • Ln • EXISTING TOE OF SLOPE TOE • • EXISTING TOP OF BANK TOB w F- r° UGP EXISTING UNDERGROUND POWER 0 UCP SS D SS PROPOSED SEWER a� a� PROPOSED WATER SD zo ao PROPOSED STORM DRAIN PI PI PROPOSED PRESSURE IRRIGATION IRR PROPOSED GRAVITY IRRIGATION NU EP PROPOSED EDGE OF PAVEMENT EP EG PROPOSED EDGE OF GRAVEL EG PROPOSED SAWCUT �w o� SAWCUT - " - " - . - " - - PROPOSED DITCH CENTERLINE zm 0155 UD PROPOSED TOP OF BANK TOB o�z o< w PROPOSED TOE OF SLOPE TOE - - - - - - - - - - - - - - PUID EASEMENT z 0 EXISTING TREE o; EXISTING LIGHT w w w EXISTING MAILBOX / - 2600, w� EXISTING CONTOUR / _?600✓ PROPOSED CONTOUR --7-- EXISTING SIGN 00 EXISTING MANHOLE = EXISTING FIRE HYDRANT TOTAL NUMBER OF NON-RESIDENTIAL BUILDING PROPOSED FIRE HYDRANT • PROPOSED VALVE ® PROPOSED SAND AND GREASE TRAP m CONCRETE CURB AND GUTTER 3.23 LOTS/AC CONCRETE F1 7 11 IRRIGATION BOX Development Information TOTALACREAGE: 30.91 AC = 1,346,570 SF TOTAL NUMBER OF RESIDENTIAL BUILDING LOTS = 98 LOTS TOTAL NUMBER OF NON-RESIDENTIAL BUILDING PROJECT SITE W McMillan Rd TOTAL NUMBER OF COMMON LOTS= n W McMillen Rd m CREDIT 3.23 LOTS/AC z m a n 5.82 LOTS/AC ROW AREA = a a z n COMMON LOT AREA = 20.88% W Ustick Rd W Ustick Rd W Ustiek Rd W Umick Rd W Ustiek Rd W Usticp 3.53% 47,480 SF Z Z a RESIDENTIAL AVERAGE LOT SIZE = v n 11,500 0% � o y 6 n m 6 Vicinity Ma 115,192 & PARKWAY LANDSCAPING FRONTING BUIDLING LOTS Development Information TOTALACREAGE: 30.91 AC = 1,346,570 SF TOTAL NUMBER OF RESIDENTIAL BUILDING LOTS = 98 LOTS TOTAL NUMBER OF NON-RESIDENTIAL BUILDING LOTS = 2 LOTS TOTAL NUMBER OF COMMON LOTS= SPACE 19 LOTS GROSS LOT DENSITY = CREDIT 3.23 LOTS/AC RESIDENTIAL LOT NET DENSITY= 28,522 5.82 LOTS/AC ROW AREA = 21.14% 284,601 SF COMMON LOT AREA = 20.88% 281,127 SF RESIDENTIALBUILDINGLOT AREA = 54.46% 733,362 SF WELL & PUMP STATION LOT Al 3.53% 47,480 SF MIN. LOT SIZE = COLLECTOR STREET BUFFERS (QUINTALE DR. & TRIDENT AVE.) 5,000 SF RESIDENTIAL AVERAGE LOT SIZE = 69,912 7,483 SF OPEN SPACE CALCULATIONS COMMON LOTS, BUFFERS & QUALIFIED OPEN SPACE TOTAL QUALIFIED OPEN SPACE PROVIDED: 214,231 SF 15.91% I Notes 1. PRESENT ZONING = R-8, R-15 & Ill REQUESTED ZONING = R-8. 2. PRESENT LAND USE = BARE GROUND. 3. A PRESSURE IRRIGATION SYSTEM WILL BE CONSTRUCTED TO SERVE ALL LOTS. THE PROJECT IS LOCATED WITHIN THE SETTLERS IRRIGATION DISTRICT. THE EXISTING OAKS SOUTH PRESSURE IRRIGATION SYSTEM WILL BE EXTENDED TO PROVIDE PRESSURE IRRIGATION SERVICE TO THIS PROJECT. 4. ALL LANDSCAPE BUFFERS AND COMMON LOTS WILL HAVE PRESSURE IRRIGATION. 5. PERSON TO RECEIVE CITY BILLINGS AND CORRESPONDENCE: TIM MOKWA (SEE CONTACT INFO. ON THIS SHEET). 6. TRAFFIC IMPACT ON EXISTING ADJACENT ROADWAYS AND INTERSECTIONS WILL BE MODERATE. A TRAFFIC IMPACT STUDY IS NOT REQUIRED FOR THIS DEVELOPMENT AS DOCUMENTED BY MINDY WALLACE OF ACHD ON 12-1-17. 7. DEVELOPMENT FEATURES INCLUDE THE FOLLOWING: SANITARY SEWER, DOMESTIC WATER, PRESSURIZED IRRIGATION, PUBLIC STREETS, FIRE HYDRANTS, OPEN SPACE, AMENITIES, AND LANDSCAPING. 8. PUID EASEMENTS ARE AS SHOWN. 9. BUILDING SETBACKS AN DIMENSIONAL STANDARDS WITHIN THE DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE MERIDIAN CITY CODE. 10. LOTS 10, 11, 12, 13, 14, 15 & 19 OF BLOCK 1 ARE LOCATED WITHIN THE ZONE A SPECIAL FLOOD HAZARD AREA - SEE FEMA FIRM PANEL 16027C0300F, DATED 5/24/11 AND PANEL 16001C0140H, DATED 2/19/03. 11. LOTS 4, 11, 19, 27, & 39 OF BLOCK 1; LOT 1 OF BLOCK 2; LOT 1 OF BLOCK 3; LOT 1 OF BLOCK 4; LOTS 1 6,12,15,25,30, AND 31 OF BLOCK 5' AND LOTS 1 2 6 AND 7 OF BLOCK 6 ARE COMMON LOTS THAT WILL BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. 12. LOTS 2, 3, 4, 5, 12, 13, 26, AND 28 OF BLOCK 1; LOTS 7, 8, 10, 11, 22, 23, AND 24 OF BLOCK 5; AND LOTS 3, 4, 5, 8, 9, AND 10 OF BLOCK 6 TAKE ACCESS FROM A SHARED DRIVEWAY. 13. DEVELOPER RESERVES THE RIGHT TO ADJUST THE PHASING SHOWN BASED ON MARKET CONDITIONS. 14. SEE LANDSCAPE PLAN FOR PROPOSED AMENITIES. 15. THE PROJECT INTERNAL STREETS INCLUDE DETACHED SIDEWALK WITH 8 -FOOT PLANTER STRIPS. 16. RESIDENTIAL LOTS SHALL NOT TAKE DIRECT ACCESS TO N. MCDERMOTT RD. OR W. MCMILLAN RD. LOTS 6 AND 7 OF BLOCK 1 SHALL TAKE DIRECT ACCESS TO N. MCDERMOTT RD. QUALIFIED QUALIFIED OPEN OPEN ACTUAL SPACE SPACE FEATURE AREA (SF) CREDIT AREA (SF) 35 -FOOT MCDERMOTT RD. BUFFER 28,522 50% 14,261 ADDTL. MCDERMOTT RD. BUFFER FRONTING L6 -B1 3,703 50% 1,852 25 -FOOT MCMILLAN RD. BUFFER 26,028 50% 13,014 ADDTL. MCMILLAN RD. BUFFER TO TBC 49,674 0% - COLLECTOR STREET BUFFERS (QUINTALE DR. & TRIDENT AVE.) 69,912 100% 69,912 STORM DRAIN DETENTION POND 11,500 0% - COMMON OPEN SPACE L19 -B1, L1 -B3, 11-15-135 (50'X 100' MIN.) 115,192 100% 115,192 & PARKWAY LANDSCAPING FRONTING BUIDLING LOTS 32,449 0% - iQ QUALIFIED OPEN SPA( 214,231 SF TOTAL QUALIFIED OPEN SPACE PROVIDED: 214,231 SF 15.91% I Notes 1. PRESENT ZONING = R-8, R-15 & Ill REQUESTED ZONING = R-8. 2. PRESENT LAND USE = BARE GROUND. 3. A PRESSURE IRRIGATION SYSTEM WILL BE CONSTRUCTED TO SERVE ALL LOTS. THE PROJECT IS LOCATED WITHIN THE SETTLERS IRRIGATION DISTRICT. THE EXISTING OAKS SOUTH PRESSURE IRRIGATION SYSTEM WILL BE EXTENDED TO PROVIDE PRESSURE IRRIGATION SERVICE TO THIS PROJECT. 4. ALL LANDSCAPE BUFFERS AND COMMON LOTS WILL HAVE PRESSURE IRRIGATION. 5. PERSON TO RECEIVE CITY BILLINGS AND CORRESPONDENCE: TIM MOKWA (SEE CONTACT INFO. ON THIS SHEET). 6. TRAFFIC IMPACT ON EXISTING ADJACENT ROADWAYS AND INTERSECTIONS WILL BE MODERATE. A TRAFFIC IMPACT STUDY IS NOT REQUIRED FOR THIS DEVELOPMENT AS DOCUMENTED BY MINDY WALLACE OF ACHD ON 12-1-17. 7. DEVELOPMENT FEATURES INCLUDE THE FOLLOWING: SANITARY SEWER, DOMESTIC WATER, PRESSURIZED IRRIGATION, PUBLIC STREETS, FIRE HYDRANTS, OPEN SPACE, AMENITIES, AND LANDSCAPING. 8. PUID EASEMENTS ARE AS SHOWN. 9. BUILDING SETBACKS AN DIMENSIONAL STANDARDS WITHIN THE DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE MERIDIAN CITY CODE. 10. LOTS 10, 11, 12, 13, 14, 15 & 19 OF BLOCK 1 ARE LOCATED WITHIN THE ZONE A SPECIAL FLOOD HAZARD AREA - SEE FEMA FIRM PANEL 16027C0300F, DATED 5/24/11 AND PANEL 16001C0140H, DATED 2/19/03. 11. LOTS 4, 11, 19, 27, & 39 OF BLOCK 1; LOT 1 OF BLOCK 2; LOT 1 OF BLOCK 3; LOT 1 OF BLOCK 4; LOTS 1 6,12,15,25,30, AND 31 OF BLOCK 5' AND LOTS 1 2 6 AND 7 OF BLOCK 6 ARE COMMON LOTS THAT WILL BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. 12. LOTS 2, 3, 4, 5, 12, 13, 26, AND 28 OF BLOCK 1; LOTS 7, 8, 10, 11, 22, 23, AND 24 OF BLOCK 5; AND LOTS 3, 4, 5, 8, 9, AND 10 OF BLOCK 6 TAKE ACCESS FROM A SHARED DRIVEWAY. 13. DEVELOPER RESERVES THE RIGHT TO ADJUST THE PHASING SHOWN BASED ON MARKET CONDITIONS. 14. SEE LANDSCAPE PLAN FOR PROPOSED AMENITIES. 15. THE PROJECT INTERNAL STREETS INCLUDE DETACHED SIDEWALK WITH 8 -FOOT PLANTER STRIPS. 16. RESIDENTIAL LOTS SHALL NOT TAKE DIRECT ACCESS TO N. MCDERMOTT RD. OR W. MCMILLAN RD. LOTS 6 AND 7 OF BLOCK 1 SHALL TAKE DIRECT ACCESS TO N. MCDERMOTT RD. CONTACT DIGLINE 48 -HOURS BEFORE DIGGING 1-800-342-1585 z O L O J N r N Q 17) in y Qm U N Cn Z <w� 5 0 iQ LU C/) o J J 04 (7 ~ w(0 Lu Z Y LL O J LU U w Z o 0 LAN,S ONPL a 11118 A OF TSN W NPS •LO cc t 0 .. • • • • • .... • • • • .. •• •• ID •• •• •• • • • • • Ln • IM • • w F- r° 0 D N a� a� zo ao a O z< o? NU zO �w o� zm 0155 UD o�z o< w ¢3 z 0 O L w w w w� N Ots => U U a �Z �o QY I U w U o Z _o _rZ >s Z2 o W xa VZ ww m'+ N � O �3 U '- K Y z e°3 U - co W -� 0) m a m z�� 0-0 )Of NN m UU W Q U vX z O w w a ILL JOB NUMBER: Z IDB17052 DATE: 12-19-17 SHEET NUMBER: WW w� ppml W IL 12W u CITY OF MERIDIAN 1-5 a WELL :l' 6 LEASEI I Hrt�rI I I I I I • I' I I 1 I I CITY OF MERIDIAN LIFT STATION LEA_-71REA 1-8 12w 12w 12W_ .Q U 1-3 1-2 1 1-1 :. 2-2 1 2-3 1 2-4 1 2-5 2-6 - 2-7 I 2-8 _ D - - -- - v v _ 2W--1 2 15 -- --------- - - 199.02'ao �---- -T------- s-2r-� --I r - \ I 30 1 II II I A\ 31 I I I I \ 6-3 III 6-4 III I` I I III III 6-5 01 g�CCKv00 6-6 � 5 X-L8s too I I I I I p�p// N 1 6-8 111 6-9 III 6-10 O II 1� �[ ��I 2 N7 �i II II 1}II III IQII III � I I I I U1 � II II ILII 9.11 I I L_ �_ L_ o II II ILII I11 I w 1111 of 11 _ j-- ------ II ILII III 118 36 II II III 6-13111 II Izll RI I 6-12111 6-11 - - - - - - -37 II II III I I 111 I I II I II III I L_Ih l I I ILII _ L 779 — — V _ JI 7ZW -, — —��y I ROW1r3=1 � -I. -\ - L--egg'-QUINTALED�• 1-39 ,1-38 N 21 I 1-37 I / 1-36 JK \\ \ \ - NT OF INNING LEGEND — QUALIFIED OPEN SPACE PROPOSED FILL SLOPE LIMIT ! I pz�0 1-21 CP&F INST. 29 -- - o�m 1-22 1 MCMUAN-REQ 1 ap\ aMIN. REQUIRED ARTERIAL ROADWAY BUFFERS (50% CREDIT) /I 1-23 / IM \ NO. 106023-326,32 3 -- 1-24 / jjv7 i m w'3�o / 1-25 - _Emig — \ LU LU W a3 - n � I i N r I.r I ------------_"----5-31---- -' ' Qog-, 111w -....-- "- w LEGEND — NOT QUALIFIED OPEN SPACE N _ U" O PARKWAY LANDSCAPING FRONTING BUILDING LOTS - DOESN'T (n a Q i > z r - - 7 ---- I r--� / /1 I 5-14 COMMON AREA OPEN SPACE (0% CREDIT) NOT QUALIFIED m Q 5-23 5-20 5-21 5-221 5-24 � � U 5-11 I 5-13 //. // 5-16 \\\\ 5-17 III 5-18 11 5-19 III III OPEN SPACE CALCULATIONS 0 I------- L 1 _ - - - - - - W 1/16 PLS 7729 COMMON LOTS, BUFFERS & QUALIFIED OPEN SPACE 2 Z PLS 11779 PLS 71779 M oq j5-10 11 5-12L.- Q d O t° 0 150 300 FEATURE AREA (SF) CREDIT AREA (SF) C4 35 -FOOT MCDERMOTT RD. BUFFER 28,522 509/o 14,261 Feet w J ` • ~ H FLorses oal ® � e. 5_26 ADDTL. MCMILLAN RD. BUFFER TO TBC 49,674 0% - _ COLLECTOR STREET BUFFERS (QUINTALE DR. &TRIDENTAVE.) 69,912 100% 69,912 1 5-9 `- STORM DRAIN DETENTION POND 11,500 0% - 5 — — — — QUALIFIED OPEN SPACE 214,231 SF TOTALQUALIFIEDOPEN SPACE PROVIDED: 214,231 SF 15.91% 5-27 ® L-----�s=3o 5-8 5-6.. ., ,... .. . -----� ----- L __7 1 4-3 -I 4-6 1 1 -I :. `- -. F-----� 5-28 .. r-- _-- —� 5-5 III 5-4 1115-3 III 5-2I F a-----� -- — —� --- --__ _ -----J ----- I 5-7 1 4-2 4-1 ® 5-29 L_ 12W u CITY OF MERIDIAN 1-5 a WELL :l' 6 LEASEI I Hrt�rI I I I I I • I' I I 1 I I CITY OF MERIDIAN LIFT STATION LEA_-71REA 1-8 12w 12w 12W_ .Q U 1-3 1-2 1 1-1 :. 2-2 1 2-3 1 2-4 1 2-5 2-6 - 2-7 I 2-8 _ D - - -- - v v _ 2W--1 2 15 -- --------- - - 199.02'ao �---- -T------- s-2r-� --I r - \ I 30 1 II II I A\ 31 I I I I \ 6-3 III 6-4 III I` I I III III 6-5 01 g�CCKv00 6-6 � 5 X-L8s too I I I I I p�p// N 1 6-8 111 6-9 III 6-10 O II 1� �[ ��I 2 N7 �i II II 1}II III IQII III � I I I I U1 � II II ILII 9.11 I I L_ �_ L_ o II II ILII I11 I w 1111 of 11 _ j-- ------ II ILII III 118 36 II II III 6-13111 II Izll RI I 6-12111 6-11 - - - - - - -37 II II III I I 111 I I II I II III I L_Ih l I I ILII _ L 779 — — V _ JI 7ZW -, — —��y I ROW1r3=1 � -I. -\ - L--egg'-QUINTALED�• 1-39 ,1-38 N 21 I 1-37 I / 1-36 JK \\ \ \ 1-201-29 ` LEGEND — QUALIFIED OPEN SPACE 1-2s pz�0 1-21 1-27 w \\ \\ \ W Z o�m 1-22 1 Z 0' cV Q 1 ap\ aMIN. REQUIRED ARTERIAL ROADWAY BUFFERS (50% CREDIT) /I 1-23 / IM \ 1-24 / jjv7 i Z m w'3�o / 1-25 — \ LU LU W a3 1-26 n � I i N r I.r • Fly iV LLI Of Q U D' 0 0 cnr Qog-, 111w / 1-28 14 w LEGEND — NOT QUALIFIED OPEN SPACE N _ U" O PARKWAY LANDSCAPING FRONTING BUILDING LOTS - DOESN'T (n a Q i > z O O COMMON AREA OPEN SPACE (0% CREDIT) NOT QUALIFIED m Q Q � � U ..` 0 ... .' p - - - - OPEN SPACE CALCULATIONS 0 PLS 11779 N 1/16 - - - - S89'Ii25'E- _ - - - - - - W 1/16 PLS 7729 COMMON LOTS, BUFFERS & QUALIFIED OPEN SPACE 2 Z PLS 11779 PLS 71779 M oq IN QUALIFIED QUALIFIED Q d O t° 0 150 300 FEATURE AREA (SF) CREDIT AREA (SF) C4 35 -FOOT MCDERMOTT RD. BUFFER 28,522 509/o 14,261 Feet w J ` • LEGEND — QUALIFIED OPEN SPACE Lu 00 o pz�0 a�Nw W Z o�m Z 0' cV Q dz aMIN. REQUIRED ARTERIAL ROADWAY BUFFERS (50% CREDIT) ��33 Z m w'3�o . ADDITIONAL ARTERIAL ROADWAY BUFFERS (50% CREDIT) LU LU W a3 COLLECTOR STREET BUFFERS - QUINTALE DR. AND >Z W > W J UL. Q nomI Toa TRIDENT AVE. (100% CREDIT) LLI Of Q U D' 0 0 cnr Qog-, 111w aCOMMON AREA OPEN SPACE (50'X100' MIN.) (100% CREDIT) w LEGEND — NOT QUALIFIED OPEN SPACE z O PARKWAY LANDSCAPING FRONTING BUILDING LOTS - DOESN'T (n a Q -8' COMPLY WITH TREE SPACING REQ. (0% CREDIT) -NOT QUALIFIED > z O O COMMON AREA OPEN SPACE (0% CREDIT) NOT QUALIFIED m Q Q � � U V Z 0 g w OPEN SPACE CALCULATIONS 0 Q uJULI a 3: z COMMON LOTS, BUFFERS & QUALIFIED OPEN SPACE 2 Z (n W QUALIFIED QUALIFIED Q d O ACTUAL OPEN SPACE OPEN SPACE 0 FEATURE AREA (SF) CREDIT AREA (SF) 35 -FOOT MCDERMOTT RD. BUFFER 28,522 509/o 14,261 w J ADDTL. MCDERMOTT RD. BUFFER FRONTING 1_6-131 3,703 509/o 1,852 ~ H 25 -FOOT MCMILLAN RD. BUFFER 26,028 500/6 13,014 i j ADDTL. MCMILLAN RD. BUFFER TO TBC 49,674 0% - _ COLLECTOR STREET BUFFERS (QUINTALE DR. &TRIDENTAVE.) 69,912 100% 69,912 STORM DRAIN DETENTION POND 11,500 0% - COMMON OPEN SPACE 119-81, L1-133, 1_15-85 (50' X 100' MIN.) 115,192 1009/ 115,192 8' PARKWAY LANDSCAPING FRONTING BUIDLING LOTS 32,449 0% - QUALIFIED OPEN SPACE 214,231 SF TOTALQUALIFIEDOPEN SPACE PROVIDED: 214,231 SF 15.91%