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CC - Pre-platl` 1 j CRY OF MER104W I Wpl LOT I \ 1 \ I I I I I I I I I I I I �\ \ \ \ \ C DEN US H 26) l` / w --r42s i �\ �� J�"o" I CITY OF MERIDIAN \ \I \`- t--_-I----[-- I I / / �/� \ \ \ I It ( SEWER LIFT STATION \ _ _ ' -! _ _ 1 I / / I ,- \ \ \ I / f At IN Af i — -- i I ,$ PROPOSED THE OAKS SOUTH SUBD.Ir\�---EL\ o �® ®®� EffED I I � �--- I-- I I 1 11 I I \\ l� \` ----�' ����� W II �— I I boo R— 1 t---I I —�--_ _ I I j I 1 �\ _ ,�' \ o K SITE PP[OPOSEP THE IOAKS OUTH ISUBD.\ f I 1 I \ \ \ \ �� cn AM PRESSURE IRRIGATION' '' �` \-L---Af- I 1 I I I 1 --t,_ P STATION - Fill U csET I I \ 1 Tofm,� �I-- --, _ _ 1 I \ I VICINITY MAP �-c `� = - _ •` _ / / I - ' 1 _ l \ ` I I 1 \ \ �I 2000' `�\,m o 4-5 D LOCATED IN THE NW 1/ 4 OF SECTION 33, TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M. c �P of o`�I1b 4I _ — I ADA COUNTY, IDAHO P C�POSED OAK o G ee. ��— ` cENSE,>l� e. 1 av✓E s_ I I 1 I I 1 \` _ I) S0111T�•i SUBD. NO. 6 ckf f;s " OP -� E f µ I 4 1 52270 - - - - - - OE7/Sf Ikff En Z 2 BLocK 1 t #7 _ I I w o I LJ TIN$I 0226 o� >m _ �^ �''�-� `'-_� I I II % f l fry-7 --- T� I I I i -----� Z _ IFI-r r6°n 9l f f I --i cv ¢ u sw ��-�--- _ _- �' P ` I I f I I I I I 0 Atm 0 3 64 BL K 2 711 fos \\\\ ec. of \ \ �o l _ Af \ 4 ``�roP t0Y o �3 n '4 �5 EN W 2 0 ,., �'' .o 1Zf• s \ OP a 5- N o �! p _ 6046 sf '� c m •n N ,� 3 14 9352 sf i� 6 .m S4'` �. T,2 �C7 �C ,f I Q I I 25. 25 113 f '� R 7349 sf ^ 9303 sf io 7 '�. _e.c. ` _ 28 8 , _��\c _,,, \ \ ` Q �c3i }7-�{ - 3 — O —1 �• 55' 9048 s( \ _�" �Q _ _ I Y b U) e 5 D 6383 16 S _ TOP=° -•mow _,` Y I 84' Ec' •oF°� m ' - SS a 101' `�O• - 13 6506 sf 76, 10031 sf p 9317 sf _ 1 s 9541 s( N-`���_ � m�,,, _ I -i- 6 \\� 45 55 t 1 12 i� 17�I 75• 9031 sf 12 a a `� __ �_ "-� = W. TAN&iRK ST. / O n 8694 sf 8 9 0 o .>_ 6711 sf t , a a " 9000 sf N 13 ,� .. - of \�, o P _ I 123 0 o w vo ^ v \ 9023 sf 14 ` W II m m 102 lE'A I-7 8 C c aol 7 �' •o o 17• - 110, 1 -� 9356 sf w'v' 1s k �' •fc_ , f '' ��a``� "'�I sue' Priyj _ s= ( --k--- `� Imo. 10757 sf BLOC 3 10T 6635 sf "e^o 80 8 sf L J ■ 10207 f �. 6• 5 ��_�� � 5 .16 Ec � G•�r P ,. ,:".�,� •`� � Y�9jj/�pS ' �\ 145 20 113' 12 Q1 P 7' € '--------- all 1■ ■■ 21 w PP BRA€ \ 11636 sf 17 QQ �T Ec hjF-- a 26 25 24 ?3 N 3 9Y \ , a �13329 sf h 106 B sf ' lQ Ec N lN$j� 27 y _ " 1n N 19 7583 st ` 1 1 2 7 19 Q ec. 26 C A'��� - - - - - - - - - o a 28 i- _ J " 0 3 80' \ 75, H 9799 sf '4' 20 W �087 sf 10 ' 1 59046 sf ° m A w 4 AlaLOCK 7 k " o'er, o�', 'ao- o 0 4 90' 8S 75• 9914 sf 21 0 G e N Jj _ 6600 Sf m 5 \w2 7 10696 sf v 70� PIR Top OE -Sian -NEENE - -- - __ �® ,,�� \ 1'LO ,o PICNIC SHELTER 74 h 70 - :v'--•� 75' 22 23 P+ 3f.�r W M 115 qy-----Wr NA 85- 5 A . /`J( I BLOCK 8 c' �� w 11064 sf 540 sf"- 3/' - O' 29 aAY--- 55 55 ?sriGR UN g n o 0 6 I \\ 7y W I Z co 6210 sf 60 55 55 3 gv 10709 sf 4 11 75' 6 2 Q I 12W `vi 5 4 y _ ,! y u: c1`� v> 45 75' a .N row, 6300, sf 7 7 6 ^, w$ 6 q 44Nm I t N 30 6 y ; to N 6550 sf , - 43 0 7Qj• ••`1�' s 14461 sf55'� sf e y o �10 6T ea = 42 v b N 7 ?• m 0- a 6600 sf I ,o "' (''� 7" 12535 sf '� 75 Z W I 120' I I 59' 93' C \ 41 N ° 136' 21 75, 0 98' p M BL K 4 L0 B? - r 8 0 23 I I y [� 55 8' � 3 6600 sf I I 71' i I t7 616 ,p p� 6 00 sf '0 10533 sf k� .-p--� 1 g750 sf o - t • 2 '�' 19 18 17 i I �n� 70-- sf P I 120'I 54 13 1y 15 16 N ° ♦'� BLOCK 8 �+ 8 ^ ^ 9747 sf n f g I I 1 135' �N 10 t1 12 w w \ 120 �, @ 132 00 10904 sf AN SEE SHEET 2 OF 3 FOR NOTES, SITE DATA, PROPOSED ZONING AND STREET SECTIONS. • SEE SHEET 3 OF 3 FOR o !3; to O M w FN- �00 0 ao 01 LL t5 O W �o Z� W w �' ¢ o z W MdE a - a aW w O J > � J � W oo 0 O ¢a o0 J w 1E m W z 3 LLu w �i Q o o W a �� 0 0 LJ 04 y NALA �U M'o - " I W Q z g Now I••'— i ¢Zmp °o gz O Y N ¢"" U CKo d W W m zw�L2 (":2 N O w 3 nm � o 0 R y O - 0 I NEft � �rn PENN Of Nod RAQ O o � o 32 II m 22 v 128 0 n z • I 6600 sf I I H 'n „' a `o b 8 102 s 21 2O 19 28 a BL 10 2 '� 7445 sf I O Q 120' 70' N 8743 sf n N 78 39 m� 1ao' 26677 sf 135' (� LEGEND O I g 17 r 8290 sf 3 ^ o < .e n 9651 sf JZ. PIR t1CK 10 ' - - Z o 33 _ 75as sf 120' s 75' - I BOUNDARY LINE J O 6600 sf ---_'� ---- 1 try E `� a 10140 sf I 5 106 •n 7445 sf ' pT oa t20' m __.__,µ, acnRPAt►tOs ? , a7s7 sf 95 ^ BLOCK 7 3s 130' N 6 7 � \ L - - - J 135' — - - — SECTION LINE o 0 o w I 34 �--- - -- 80 60 8 \ 9 ryd $ PIR ssoo sf 132' _ o^ c g 11 — - - — RIGHT OF WAY LINE a p •� g 120' �, 4 9165 sf n 0 6600 sf 10 ,o m .- 11622 sf '� 52 ¢ iA tt0 7 11 12 13 I 10 17485 sf y w S LOT LINE o N p 120' , 6 8767 sf 14 15 16 fi600 sf 10938 sf cv i 2 .ye 4 5 it 9396 sf \ 1n 1n N 3 a ^ le s78z sf 9 ss, n __ EXISTING LOT/PARCEL LINE 1 9360 sf p - 130 `�O 10T 75' 70' 64' 46, s $ 1 tp - CENTERLINE 35 .0 2 3 ^ 9360 sf 9360 sf N g m 120' 67 EASEMENT LINE 6600 sf •- 9360 sf - - - ® _ - - - �1,�' I 130' n 9360 s( ----------- 120' 10433 sf 90' ti� - - - - - -� - - ---�y. THIRk Sf. - —� '8' is 2 (, W CURB GUTTER &ATTACHED SIDEWAUC BLOCK 5� - - - s 95 G---E�— ■ p w b 36 p 1� W-69R •� 6600 sf 12 i 25 25 0 E �_,s -rr _ •-4-v --0 120' _. 9750 sf 55 55 55 55 50 ?e I 130' -E 1, E - '2�'�y 726.53 2 3 4 5 6 7 6600 sf BLOCK 8 S8503 - 13 \`G J 9009 sf 1 ^ 9119 sf ,� o o o o H �' - a 9750 sf 1 W I McFADDEN DRAIN SPUR EASEMENT 126 h 34 6600 sf 130' $$ i I INST. 17608075 ' BLOCK 5 65' BLOCK 6 0, 120• I I ". t1 ti;�� 9265 sf 33 14 13 12 11 10 9 g '� 6600 sf I a 9750 sf I - � 1�5 755 sf '6120' �I 56 s "• 6600 sf 96600 sf050 sf sf 7636 sf 130' t�i\j 12 H 15 f 118 n 32 s39' ry0 � I 6S407 sf 60 f � I 9 ti0 60 70 70 70 47 t 580, o eQi oo n4, oo � oo � P � o PIR BLOCK 9 p, 10 9 8 7 6 vOj � y 0 � y 0 •"• O 0 M h tie 1019 10315 sf lozse sf I--VL 1 sf CURB, GUTTER & SEPARATED SIDEWALK W M g 127 130, 130 a ► 42 S- - - EXISTING SEWER LINE E-+ O° 15 s7so sf 3 N Z PROPOSED SEWER LINE W/MANHOLE oI O ��1I z es--6— 8890 sf m 9777 sf N w EXISTING WATER LINE Li� � o 12-r BL K 10 130' 130, ('ton 8w—� PROPOSED WATER LINE W/FIRE HYDRANT o w o m 14 BLOCK tt Ps EXISTING PRESSURE SEWER LINE r, jl■� CD - r ^ 12 9144 sf a 9750 sf 9776 sf —BHP EXISTING OVERHEAD POWER LINE & POLE �+�I Q d 127 130, 130• EP EXISTING EDGE OF PAVEMENT (rl z Z z o EXISTING GRAVEL ROAD z A = z 12 13 - 5 I - EXISTING GRAVITY IRRIGATION LINE _� ¢ 10379 sf _65 m 11466 sf 11019 sf SIR PROPOSED GRAVITY IRRIGATION LINE a `ti0 '..' — — — EXISTING DITCH LINE I U N PLATTED �\ - — - -W=-sT - s23s sf iz4 — - w - - - - - — - aN.- RHeDEs � EXISTING TREES M+■1 (NOT A PART) 13 9128 sf S9 st t11' 16- I • 76 �— �` ® ® PROPOSED PRESSURE IRRIGATION LINE EXISTING CITY LIMITS BOUNDARY 70 70 70 7t 30 ^ s3oa sf ^ 78' 76 76 76 78 75 78 75 80 T-e 68 I �° to is 16 17 18 19 silo'60 Sf 124' 17 20' ? — o ® _ o EXISTING ZONING BOUNDARY - 11828 sf H y N o c o N _ _ BLOCK 8 144 n 9818 46 sf 19 9880 sf 20 s 9880 f 21 9 f 880 s9880 22 - sf -10140 24 sf '.' 25 - 9750 sf � 26 - 10140 s f� 27 - 9750 '� 28 2s I APPROXIMATE 100 YEAR FEMA LOOD PLAIN ------------- ------------------------- �r --. - BL K 5 m 71' III 42 a 29 605 sf 7110' ^ i g ig a I 11404 sf ^ sf BLOCK 8 10400 sf 11324 s f PROPOSED PHASE SCALE 1 "=100' IR -- laa' STORM DRAIN W/CATCH WIN, MANHOLE, -_ __ N89'1T46"W 1738.43'��`. � L TRAP & SEEPAGE BED SAND & GREASEDWG.DATE 07/31/17 rls � � �- vALLEY GUTTER SURFACE FLOW DIRECTION PROD. N0. 170320 APPLE VALL Y SUBDIVISION I I I I I # PROPOSED STREET LIGHT SHEET 1 OF 3 I I I 2s3v 1' CONTOUR LINE RUT I I 100 50 0 100 200 300 I I D T i P I 1\ U I I I 25ta 10' CONTOUR LINE PRE-1 SCAL9 IN FEET i i /170320-PRE.DWG 42' ROW 52' ROW 1 21' - 1 21' 1 tU 5' SW_ _ _I- 16.5 I _ 16.5 I - 5' SW 1 1 2 �� 15.5 �I� 14.5' �i 2 I OA 2.5" ASPHALTIC PAVEMENT I QD 4" OF 3/4' MINUS CRUSHED GRAVEL 3" ROLLED CURB AND GUTTER - SEE ISPWC SD-702 0 PIT RUN GRAVEL © 5" CONCRETE SIDEWALK - SEE ISPWC SD-709 (D COMPACTED STABLE SUBGRADE STREET SECTION - 42' RIGHT-OF-WAY WITH ATTACHED 5' SIDEWALK N.T.S. (N. DELFT AVE., W. LARISA ST., N. NEMEA WAY, W. KITHNOS DR. & (A PORTION OF) N. PARNASSUS AVE) I OA 2.5" ASPHALTIC PAVEMENT I OD 4. OF 3/4" MINUS CRUSHED GRAVEL © 3" ROLLED CURB AND GUTTER - SEE ISPWC SD-702 QE PIT RUN GRAVEL © 5' CONCRETE SIDEWALK - SEE ISPWC SD-709 QF COMPACTED STABLE SUBGRADE STREET SECTION - 52' RIGHT-OF-WAY WITH 8' SEPARATED 5' SIDEWALK N.T.S. I 1 ` --1 ------------ FUTURE STREET - -- - _ �-- L_-1--I_J_-L-L_L_LJ) J�� I I I I \ \\ 1 I I I f I 1 1 OAKS SOUTH 7D. NO/ 4 1 CITY OF MERIDIAN � I / \ \ / / $` I SEWER LIFT STATION \ '/\\ PROPOSED THE OAKS SOUTH SUBD. (� - - - 1 i i I \ \� \ A- y P16POSE15 THE AAKS tOUTAUBb.,l I I `� I I I I 1 \ y '� -�(` ` L I 1 1 P� P40SED OAK I - -I I I I I i I 1 ) SOO TTilliFHHHHHi SUBD. NO.1 6 r- - � 3 _ o I ' BLceK t jo'NMID fNi TTo ��0� ��` s L _ J NST. - - - 2 W. AEGEAN DRIVES£M R_ �70726 a °oP_��, _` 1 ` J I l ( I ? ` % I I 1 I -z _ ___�`oP�`` 11 130' R=300 i �� ``FU �� I - �� BL K2 IT- `PE IECREEK -*P �__ �` I l 1 I I 1 I E----I m 15 4 2 3 4 5 W OREN 5 w 14 5 I P o W. LARISA Si. 4�" z 16w R� '2 Y 6 2 S2 o GEAN 83,�RIO R�ao I- w Lo Lo BLm 3 1a �' 2 sp. R=300' _ 15 'QC z I c/ 192-��w_�riIKONO t6 30'Nd ���.tp��� �I I �p"naeavgy�' fq� \ PM y1 13r S NRIVE t7 .,, D fMfN 1N 26 25 24 23 22 21 20 ,B 2 � R�Rn,.. T. Lcl I M < o z I I P 1= I z I� 4x1� U W � ` -ram I 9 _ 6 53' - b « 2 94 9 6 7 \ 0 11 8 ? 3pu• 35' 9 �o \� - W. S8503'27"W 72 10 1 2 35 McFADDEN DRAIN SPUR EASEMENT INST. 17608075 BLOCK 5 - II RUT UNPLATTED I I (NOT A PART) RUT I - - ,N. _ 307' _� 45' W. STAVROS ST. n R=30 I G 9 1 � eL to m q-iL1 -y BLOCK 12 10 0 6 � n1- 7 Bj3, t1 4 P7fpT W. KASOS ST �� I c0 9 17 63 156' - 00 I CD _W. THIRA ST. 00 0 363' - --- - -R� ,e I w I 9y 60• ,0 2 � 2 3 4 5 15' , Q. 52'3 N j a o I C) L N ¢I 14 ¢=� BLOCK 11 04 L N BLOCK 9 12 Z 4 l o 4 ' I 10 9 8 7 6 JI N III\\ I 12 13 Z z 5 I P �R' spy _ W. RHO6ES ST. _ W RHODES ST. 309- S6' - - N8 i 17'46"W APPLE VALUBDIVISION VICINITY SITE PLAN 150 75 0 150 300 450 SCALE IN FEET 1738.43' I 0 O J LU F- 00 c Q w o g O rn LJ- 1-n :' z¢ °° O U3 t� o z Lu w Q o L0 - w m a �m O J > M LLB L W 0 u.j ao H N = co GENERAL NOTES W r o LLJ z 3 - N 1. SANITARY SEWER SERVICE TO BE PROVIDED BY EXTENSION OF MERIDIAN LL J a CITY SEWER SYSTEM. 0 'o g w 2. DOMESTIC WATER TO BE PROVIDED BY EXTENSION OF MERIDIAN CITY WATER uj 0- � M SYSTEM. 3. A PORTION OF THE SUBJECT PROPERTY FALLS WITHIN FEMA 100 YEAR FLOOD HAZARD ZONE - REFERENCE FIRM PANEL 160001CO139H, DATED FEBRUARY 19, 2003. 4. ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT o FOR PUBUC UTILITIES, IRRIGATION, AND LOT DRAINAGE OVER THE FIFTEEN (15) FEET ADJACENT TO ANY PUBLIC STREET UNLESS OTHERWISE DEUNEATED. THIS � ~ � � � � a EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD -SURFACED Y M CD. DRIVEWAYS AND WALKWAYS TO EACH LOT. Lu Q N o , M 5. UNLESS OTHERWISE SHOWN AND DIMENSIONED, ALL LOTS ARE HEREBY z Z n } z o m DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBUC UTILITIES, O 1' _a N 0 o IRRIGATION AND LOT DRAINAGE OVER THE FIVE 5 FEET ADJACENT TO ANY �- U m z w 0 INTERIOR SIDE LOT LINE, AND OVER THE TEN (10) FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY. o 6. DIRECT LOT OR PARCEL ACCESS TO N. McDERMOTT ROAD IS PROHIBITED. g 7. THIS SUBDMSION FALLS WITHIN THE NAMPA & MERIDIAN IRRIGATION DISTRICT, AND ALL LOTS SHALL BE SUBJECT TO THE ASSESSMENTS OF SAID 3 s DISTRICT. PRESSURIZED IRRIGATION WILL BE PROVIDED BY NMID. m 8. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION z z w SHALL BE IN COMPLIANCE WITH THE APPUCABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN. m 9. LOTS 1-4, 24, BLOCK 1; LOT 1, BLOCK 2; LOTS 1-2, 15 & 37, BLOCK i ; - 3; LOT 9, BLOCK 4; LOTS 11, 12 & 23, BLOCK 5; LOT 1, BLOCK 7; LOT 11, o BLOCK 8; LOT 17, BLOCK 10; LOT 1, BLOCK 11; LOT 1, BLOCK 12; LOTS 1, C5 K m 2 & 11, BLOCK 13, ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY m THE SUBDIVISION HOMEOWNERS ASSOCIATION OR ITS ASSIGNS. - a O a � y o 0 SITE DATA email. Q V) M SITE AREA 62.70 ACRES 00 RESIDENTIAL LOT AREA 40.89 ACRES 65.2% Lu � x 1-0� RIGHT-OF-WAY 13.60 ACRES 21.1 % No 0 0 COMMON AREA 8.21 ACRES 13.1 % o SINGLE-FAMILY RESIDENTIAL LOTS: 215 0 55' WIDTH PRODUCT 117 (54.47.) CID 0 70'-75'+ WIDTH PRODUCT 98 (45.6%) z N COMMON LOTS 22 TOTAL LOTS 237 GROSS DENSITY 3.43 DU/ACRE 0 a NET DENSITY IL (EXCLUDING ROW & COMMON) 5.26 DU/ACRE AVERAGE LOT SIZE 8,284 SF m COMMON LOT AREA 8.21 ACRES W FIVE MILE CREEK & McFADDEN DRAIN 2.31 ACRES M m ARTERIAL BUFFER 0.59 ACRES Em+ Z ~ z COLLECTOR BUFFER 1.90 ACRES �1 O W CENTRAL COMMON AREA 1.36 ACRES E4 I~ N 3. 0 E� PED PATH, MISC. COMMON 2.05 ACRES 0- � 10% REQ. EUGIBLE OPEN SPACE 6.27 ACRES w z fif \ z 50% ARTERIAL BUFFER 0.29 ACRES z COLLECTOR BUFFER 1.90 ACRES Fy z o CENTRAL COMMON AREA 1.36 ACRES 1�1 A z w 0 " PIED PATH, MISC. COMMON 2.05 ACRES M w Z o TOTAL IN LOTS 5.60 ACRES h+y cr Z LEGEND 8' RESIDENTIAL LANDSCAPE BUFFERS rW C V) z 70'+ LOTS 0.90 ACRES v LOTS 0.90 ACRES W o 0 - - BOUNDARY LINE ELIGIBLE OPEN SPACE (11.80%) 7.40 ACRES - - - - - SECTION LINE SECTION RIGHT OF WAY LINE LOT LINE EXISTING ZONING RUT - - - - EXISTING LOT/PARCEL LINE PROPOSED ZONING R-4 AND R-8 SCALE 1 "=150' - CENTERLINE AMENITIES: ZONE R-4 1. DETACHED 5' SIDEWALK & 8' LOCAL STREET PARKWAY DWG.DATE 07/31/17 rls ZONE R-8 2. PLAYGROUND EQUIPMENT PROJ. NO. 170320 3. PICNIC SHELTER 4. GREEN GRASSY AREA LARGER THAN 50'x15O' SHEET 2 OF 3 PRE-2 /170320-PRE.DWG