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CC - Revised PP PlatPRELIMINARY PLAT FOR PAISLEY MEADOWS SUB1DI\/ISION SITUATES IN W2, SE 4, SW 4, OF THE SECTION 29, TOWNSHIP 3 NORTH, RANGE 'I EAST, BOISE MERMAN, AE3A COUNTY, IDAHO 20'16 O_ N BELLINGHAM PARK SUBDIVISION NO. 2 °-3 BELLINGHAM PARK SUBDIVISION NO. 3 10 �i BK 97, PG 12340-12344 BK 101, PG 13430-13434 UNPLITTED In LO mN V O � EXISTh I 8" m w �' V90WU SEWER g z EXISTING 8" WATER STUB g STORM DRAIN DETENTION POND vvvv �v Q m _ _ 63' 114' 69'_ 72-� "' 72' 69' - -- - co m1-8 Y 1-7 18942 SF Y 11262 SF \ �Il 1-9 1 f 1 2-1 2-2 8000F 82a SF I Ia2e2 sF aao3 sF I \\ �� \ \ \, \\\ NMID TEN MILE �g1III 1-6 st82 sF 1 I �I rn 54' 70' M8 M jllj 47' MS I II z Radius 25016 SF COMMON \L- rZn O oS I 1 3-1 3-2 II N1-5 8000 SIF 3-5 m 00 8178 SF �\1 8178 SIF ,?w V) N 54' 8,. E. LYRA ST.. BW 25.31 I L-' --- 73 ---71'- ---70'--- ---71'---- n o ' 1 1 D i 47' 70' 1 SD 18 71' 71' 188 48' 1580 Q� I- C31 viso v� 1\ \ s w M �;.. 79' 78' 70' 29.86 w 9.27 C6 1-4 40.00 ED \ I 8000 SIF I 1 I �_ II -II I 116' I I I--3=7 `3-6 I III I 1-3 I I C9 1.53 18305 SIF \ 8000 SF 8178 SF 8178 SF` � 7 8306 SF 28.27 m 90.00 S45° 18'09"W 25.46 C11 28.27 Ill Ills 1-2 -I- I - - - - - IIII 8000 SIF I I N850 04'09"W 10.33 C13 III 116' I 1 I III C14 2-17 �IIj11 10 2-20 a N 11' 02' 05"W 24.63 EXISTING 8" ^ I �II 1-1 I WATER STUB 59.63 azaz SIF 9106 SF 9106 SF 9101 SF 29.96 N14° 55'22"W 9.31 -,so 17.51 40.00 25.08 N79° 00'36"E E. MELWOOD ST C20 1.02 01 1 3.23 25.00' 1 ��OA 20.05 40.00 28.71 I 98' 19.84 2-4 1 8025 SF I oZa I rp 116' r / Uj `5s a 2-5 m 1 �s000 SF� 1 100 YR FLOODPLAIN rf = L----------� I C7 I� 1 PIPE EX. _ li i>o mN DITCH ALONG I 2-6 a000 sEAST P/L I �SIFI 54' 70' M8 M II 2-3 vo 47' MS ENT EM0, E3Qn A I Radius 25016 SF COMMON \L- rZn O oS I 1 3-1 3-2 3-3 3-4 3-5 18327 SF I 8178 SF �\1 8178 SIF ,?w �1 8W 54' 8,. E. LYRA ST.. BW 25.31 I L-' --- 73 ---71'- ---70'--- ---71'---- n o ' 1 1 D i 47' 70' 1 SD 18 71' 71' 188 48' 1580 ryy viso v� 1\ \ s w M �;.. 2-4 1 8025 SF I oZa I rp 116' r / Uj `5s a 2-5 m 1 �s000 SF� 1 100 YR FLOODPLAIN rf = L----------� I C7 I� 1 PIPE EX. _ li i>o mN DITCH ALONG I 2-6 a000 sEAST P/L I �SIFI 54' 70' M8 M 71 • M8 70 M8 M8 47' MS M8' I Radius I 2-7 Pv I_ I 1 3-1 3-2 3-3 3-4 3-5 18327 SF I 8178 SF 8178 SF 8178 SIF �\ 8252 SF I I I ~ Q 1 25.31 E. ADELAIDE ST. I L-' --- 73 ---71'- ---70'--- ---71'---- ----73'- J 2 1 0.00 z ryy B' 79' 79' 78' 70' 29.86 S15° 03'41 "E 9.27 C6 38.90 40.00 55.72 \ I - - - - - - ---------- ---- - - --- I �_ 13-10 8 2666 I--3=7 `3-6 58.11 3-9 3-8 C9 1.53 18305 SIF .8178 SF 8178 SF 8178 SF` � 7 8306 SF 28.27 m 90.00 S45° 18'09"W 25.46 C11 28.27 18.00 2-8 F - - - - - - - - - U- - -J N850 04'09"W 10.33 C13 65.14 8093 SIF 2-4 1 8025 SF I oZa I rp 116' r / Uj `5s a 2-5 m 1 �s000 SF� 1 100 YR FLOODPLAIN rf = L----------� I C7 I� 1 PIPE EX. _ li i>o mN DITCH ALONG I 2-6 a000 sEAST P/L I �SIFI I 2--14 2-13 10 2-11 �w I 2-16 � 2-15 � 2-10 I COMMON 8005 SF 8207 SF 9193 SF I�1I 5-1 � I I 18271 SF 8000 SF 0 S EXISTING 8" �? �' vv 8000 SIF IU N I SEWER STUB �4 w I -�� 4 WI o 0 L - -- 7 -- --- --- --- - ---- --------/r-J V / 1 1 6' C,- - - - - - - - - - - - - I to 8W 1 t 4'8W W 8W 69dWzw..�2i.0 1 BW 78 W Cd -1 'BODO 3F I/A D E. MELWOOD ST.I Si m E. MEL OW OD f �� 58' 69' 69' 69' 54' 98' �- - - o --�---� �(n I I utni I 266 1 5-29 \\ N ally B 1 u# 1 8282 SIF \ 5-3 m a000 SIFHT f 1 4-1 4-2`v 4-3 4-4 4-5 1 6e9� III 1 18753 SF 8000 SF \ \ 2 8000 SF 8000 SF 8303 SFi \ - - I v) co1 1 m 1 5-28 A `m =i --- ----�-------- ° 8000 SF r '-2670 -\ m I�' 5-4 m r -76• - ss'---= ss'. =649' --- -- '7z'-� > \ 8000 SIF 1 G 1 Q \ ILL LL�1 - - ---- o N I I � � PI EX. -�---116'---- t 5x ---- L - DITCH ALONG o m 1 m I 1 = 1 \------ m m- 1 1 1 1 4-10 4-9 4-8 4-7 4-6 1 5-27 _I -EAST P/L u) NA \ I8653 SF 8000 SF 8000 SF IF 8000 SSIF = 8000 SIF �D \ A�1+t 5-5 m 1 U r I 8000 SF 1 1 V) M rn `F' rn------ ---- -- --- ---- --� w 116' - - - - - -� - J > w w m I \116' aw Tsw 6 ' aw ss' aw st69 sw ss' 8w 5-26 ' "m 1 Z so 5 E. DAULBY ST. ID a000 SIF ia000 SF 98' 6 62' 9T -mac / 1 a \111A I I j 11 1 ill ill I IIII I IIII o. 6' ------ -----�_/--- - - - - ---------- 1 it 3=15 5-18 L----- II 8838 SF 8755 SF m 5-25 m it 5-7m 1 �J 8000 SF Ili 8000 SIF °3 E 1 1 5-16 5-17 a , II 1 8122 SF t2 8122 SF LLL_ 115' m I� _ III I I J 16 115' , II r 116' 1 r j III 11 1 > oos5-14 5-19 5-8 8923 SIF L 8889 SF U) aoF 62- a000 sF / I ' \ I W \\\ �... -_- 116' G ` V 1 I V Fcg��c �\� 1 i i h I 1 116' 5-13 5-20 y ryrO^O 1\1 \ \ 9185 SIF 1 i 9241 SF- �1 ° -m m 5-9 I ° 11 _ oo SF 8000 SF / t 111' v 116' 112' �� I 5-12 \y /l"�. \ l 0 2670- _ _5-21 1 5-22 N II 83 �1 SOF C37 �// 9268 SF I !� 93�i0 SF \ C36 10113 SF ul)\\ ��/ oo i' I / \\� m r- li'/ -------148'- - 150''-��c7�-- = ------162'-- ----J F_ - - _ . 162 R lRR _ IRR - IRR IRR - s 5-11 3 17595 SIF 3 �� ` v U �`.?2 '' COMMON 5 1 ti Ill Ill] 11 I _----_ _-=.njil � --_661 - - -�. - ' ---------- - ��c� L__ -31743-SF------------ - ---------- 30 �291322.60` - - _ -2673 - - - - 29 _ 661.22' ----- 661.20' _ 31 W 1 „ s ° 4310 -CJs 661' �\= 1/4 32 CP&F INST. N �@ aP BA.SJ OF RGORINC_ �- CP&F INST. 201 5-0 531 22 "„`�`�" " N0. 114003640 NO. 94002912 EXISTING 12" WATER PIPE EX. DITCH Al ALONG SITE FRONTAGE N Preliminary Plat (R-4) 0 80 160 Feet 54' 70' M8 M 71 • M8 70 M8 M8 47' MS M8' Length Radius I 2-7 Pv I_ w 28.27 -R 90.00 S44° 52' 04"W 25.46 C2 I 8000 SIF rA i^ ~ Q 1 25.31 E. ADELAIDE ST. I c24 S11 ° 51'53"E 21 " / / 0.00 2 1 0.00 z ryy B' 79' 79' 78' 70' 29.86 S15° 03'41 "E 9.27 C6 38.90 40.00 55.72 \ - ------- -- --- - - - - - - ---------- ---- - - --- 18.00 �_ F - � 131 ' - 40.57 40.00 58.11 N88° 53'46"W 38.85 C9 1.53 18.00 f N87° 15'26"W IFO C10 28.27 m 90.00 S45° 18'09"W 25.46 C11 28.27 18.00 2-8 F 25.46 C12 10.34 64.00 9.26 N850 04'09"W 10.33 C13 65.14 8093 SIF 1 N 62.36 C14 2-17 2-18 2-19 10 2-20 a N 11' 02' 05"W 24.63 20.00'- 67.28 40.00 96.37 N18° 16'56"E 59.63 \ - 9167 $F \\ 9106 SF 9106 SF 9101 SF 29.96 N14° 55'22"W 9.31 -,so 17.51 40.00 25.08 N79° 00'36"E 17.37 C20 1.02 18.00 3.23 25.00' 1.02 ��OA 20.05 40.00 28.71 I 19.84 C22 28.41 18.00 90.43 2-9 1 C23 28.14 Ell 89.57 N44° 54'54"W 25.36 C24 8.40 18.00 8080 SF S76° 19'57"E 8.32 C25 40.95 26.00 90.24 S45° 10'511,W 36.85 C26 L 18.00 89.57 N44° 54'54"W 25.36 m ----79'--- 29'----50'----19'----59'-- 9'-----69'---72-12 90.43 N45° 05' WE -L- -_L 40.73 26.00 89.76 S44° 49'09"E 36.69 - ----- ----- --- 7--4525 S = -71' = - - 79'--- 28.20 18.00 89.76 S44° 49'l 25.40 COMM0 28.35 18.00 1 S45° 10'51"W 25.51 C32 28.14 18.00 SEE LANDSCAPE PLAN N44° 54'54"W 25.36 C33 28.27 18.00 90.00 2 25.46 C34 N Uj 1 FOR AMENITIES 23.25 3 20.96 C35 54.75 52.00 1 S53° 32'38"E 52.26 C36 20.18 52.00 22.23 S85° 33' 31 "E 20.05 C37 20.21 52.00 -2669- N85° 09' 40"E I 2--14 2-13 10 2-11 �w I 2-16 � 2-15 � 2-10 I COMMON 8005 SF 8207 SF 9193 SF I�1I 5-1 � I I 18271 SF 8000 SF 0 S EXISTING 8" �? �' vv 8000 SIF IU N I SEWER STUB �4 w I -�� 4 WI o 0 L - -- 7 -- --- --- --- - ---- --------/r-J V / 1 1 6' C,- - - - - - - - - - - - - I to 8W 1 t 4'8W W 8W 69dWzw..�2i.0 1 BW 78 W Cd -1 'BODO 3F I/A D E. MELWOOD ST.I Si m E. MEL OW OD f �� 58' 69' 69' 69' 54' 98' �- - - o --�---� �(n I I utni I 266 1 5-29 \\ N ally B 1 u# 1 8282 SIF \ 5-3 m a000 SIFHT f 1 4-1 4-2`v 4-3 4-4 4-5 1 6e9� III 1 18753 SF 8000 SF \ \ 2 8000 SF 8000 SF 8303 SFi \ - - I v) co1 1 m 1 5-28 A `m =i --- ----�-------- ° 8000 SF r '-2670 -\ m I�' 5-4 m r -76• - ss'---= ss'. =649' --- -- '7z'-� > \ 8000 SIF 1 G 1 Q \ ILL LL�1 - - ---- o N I I � � PI EX. -�---116'---- t 5x ---- L - DITCH ALONG o m 1 m I 1 = 1 \------ m m- 1 1 1 1 4-10 4-9 4-8 4-7 4-6 1 5-27 _I -EAST P/L u) NA \ I8653 SF 8000 SF 8000 SF IF 8000 SSIF = 8000 SIF �D \ A�1+t 5-5 m 1 U r I 8000 SF 1 1 V) M rn `F' rn------ ---- -- --- ---- --� w 116' - - - - - -� - J > w w m I \116' aw Tsw 6 ' aw ss' aw st69 sw ss' 8w 5-26 ' "m 1 Z so 5 E. DAULBY ST. ID a000 SIF ia000 SF 98' 6 62' 9T -mac / 1 a \111A I I j 11 1 ill ill I IIII I IIII o. 6' ------ -----�_/--- - - - - ---------- 1 it 3=15 5-18 L----- II 8838 SF 8755 SF m 5-25 m it 5-7m 1 �J 8000 SF Ili 8000 SIF °3 E 1 1 5-16 5-17 a , II 1 8122 SF t2 8122 SF LLL_ 115' m I� _ III I I J 16 115' , II r 116' 1 r j III 11 1 > oos5-14 5-19 5-8 8923 SIF L 8889 SF U) aoF 62- a000 sF / I ' \ I W \\\ �... -_- 116' G ` V 1 I V Fcg��c �\� 1 i i h I 1 116' 5-13 5-20 y ryrO^O 1\1 \ \ 9185 SIF 1 i 9241 SF- �1 ° -m m 5-9 I ° 11 _ oo SF 8000 SF / t 111' v 116' 112' �� I 5-12 \y /l"�. \ l 0 2670- _ _5-21 1 5-22 N II 83 �1 SOF C37 �// 9268 SF I !� 93�i0 SF \ C36 10113 SF ul)\\ ��/ oo i' I / \\� m r- li'/ -------148'- - 150''-��c7�-- = ------162'-- ----J F_ - - _ . 162 R lRR _ IRR - IRR IRR - s 5-11 3 17595 SIF 3 �� ` v U �`.?2 '' COMMON 5 1 ti Ill Ill] 11 I _----_ _-=.njil � --_661 - - -�. - ' ---------- - ��c� L__ -31743-SF------------ - ---------- 30 �291322.60` - - _ -2673 - - - - 29 _ 661.22' ----- 661.20' _ 31 W 1 „ s ° 4310 -CJs 661' �\= 1/4 32 CP&F INST. N �@ aP BA.SJ OF RGORINC_ �- CP&F INST. 201 5-0 531 22 "„`�`�" " N0. 114003640 NO. 94002912 EXISTING 12" WATER PIPE EX. DITCH Al ALONG SITE FRONTAGE N Preliminary Plat (R-4) 0 80 160 Feet 0 13.00' ACHD EASEMENT 2.00' 5.00' 8.00' 1.75%+/-0.25% 2% SEE PLANS FOR CURB TYPE 2.00' I. 2.00' CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD -709 Legend Q HAYDEN HOMES IDAHO, LLC Curve Table ® Curve # Length Radius Delta Chord Direction Chord Length C1 28.27 18.00 90.00 S44° 52' 04"W 25.46 C2 0.04 40.00 0.06 S6° 17'33"W 0.04 C3 25.31 40.00 36.25 S11 ° 51'53"E 24.89 C4 0.00 40.00 0.00 S29° 59'25"E 0.00 C5 9.38 18.00 29.86 S15° 03'41 "E 9.27 C6 38.90 40.00 55.72 S34° 11' 09"W 37.39 C7 7.85 18.00 24.98 N72° 19'41"W 7.78 C8 40.57 40.00 58.11 N88° 53'46"W 38.85 C9 1.53 18.00 4.88 N87° 15'26"W 1.53 C10 28.27 18.00 90.00 S45° 18'09"W 25.46 C11 28.27 18.00 90.00 N44° 41' 51'W 25.46 C12 10.34 64.00 9.26 N850 04'09"W 10.33 C13 65.14 64.00 58.31 N51° 17'04"W 62.36 C14 24.78 64.00 22.19 N 11' 02' 05"W 24.63 C15 67.28 40.00 96.37 N18° 16'56"E 59.63 C16 9.41 18.00 29.96 N14° 55'22"W 9.31 C18 17.51 40.00 25.08 N79° 00'36"E 17.37 C20 1.02 18.00 3.23 S61 ° 21' 02"E 1.02 C21 20.05 40.00 28.71 S74° 05'29"E 19.84 C22 28.41 18.00 90.43 N45° 05' 06"E 25.55 C23 28.14 18.00 89.57 N44° 54'54"W 25.36 C24 8.40 18.00 26.73 S76° 19'57"E 8.32 C25 40.95 26.00 90.24 S45° 10'511,W 36.85 C26 28.14 18.00 89.57 N44° 54'54"W 25.36 C27 41.04 26.00 90.43 N45° 05' WE 36.91 C28 40.73 26.00 89.76 S44° 49'09"E 36.69 C29 28.41 18.00 90.43 N45° 05' 06"E 25.55 C30 28.20 18.00 89.76 S44° 49'l 25.40 C31 28.35 18.00 90.24 S45° 10'51"W 25.51 C32 28.14 18.00 89.57 N44° 54'54"W 25.36 C33 28.27 18.00 90.00 S45° 07'56"E 25.46 C34 21.10 52.00 23.25 S11'45'24"E 20.96 C35 54.75 52.00 60.33 S53° 32'38"E 52.26 C36 20.18 52.00 22.23 S85° 33' 31 "E 20.05 C37 20.21 52.00 22.26 N85° 09' 40"E 20.08 C38 58.91 52.00 64.91 N41 ° 34' 28"E 55.81 C40 52.16 52.00 57.47 N19° 36'54"W 50.00 C41 34.95 52.00 38.51 N67° 36' 12"W 34.29 C42 27.25 18.00 86.72 N43° 29'39"W 24.72 C43 28.41 18.00 90.43 N45° 05' 06"E 25.55 C44 28.20 18.00 89.76 S44° 49'09"E 25.40 C45 27.25 18.00 86.72 S43° 25' 16"W 24.72 C46 34.39 52.00 37.89 S67° 50' 14"W 33.77 C47 52.16 52.00 57.47 S20° 09'21"W 50.00 C48 59.77 52.00 65.86 S41 ° 30' WE 56.54 C49 69.00 52.00 76.03 N45° 18'40"E 64.05 C50 6.38 52.00 7.03 N3° 47'03"E 6.37 C51 28.35 18.00 90.24 N45° 10'51"E 25.51 0 13.00' ACHD EASEMENT 2.00' 5.00' 8.00' 1.75%+/-0.25% 2% SEE PLANS FOR CURB TYPE 2.00' I. 2.00' CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD -709 Legend Q HAYDEN HOMES IDAHO, LLC FOUND BRASS/ALUMINUM CAP ® 11.00' 5/8" IRON PIN WITH PLASTIC CAP ® MERIDIAN, ID 83642 CALCULATED POINT ® 14.0" THICKNESS OF 6" MINUS UNCRUSHED AGGREGATE BASE FOUND 5/8" IRON PIN WITH PLASTIC CAP 0 6213 N. CLOVERDALE RD. 125 FOUND 1/2" IRON PIN WITH PLASTIC CAP 0 STRIPPED, PREPARED NATIVE SUBGRADE OR STRUCTURAL FILL SET 1/2" IRON PIN WITH PLASTIC CAP ss ss EXISTING SEWER W W EXISTING WATER CABLE MERIDIAN, ID 83642 EXISTING CABLE - - - EXISTING CENTERLINE - - - CITY OF MERIDIAN EXISTING DITCH EC EG EXISTING EDGE OF GRAVEL EP EP EXISTING EDGE OF PAVEMENT x PUBLIC ROADWAYS EXISTING FENCE F/o L AE �� EXISTING FIBER OPTICS GAS- GAS EXISTING GAS IRR EXISTING GRAVITY IRRIGATION C] jT EXISTING JOINT TRENCH oHP- 13.00' EXISTING OVERHEAD POWER PI PI EXISTING PRESSURE IRRIGATION So So EXISTING STORM T SPRINKLERS ONLY) EXISTING TELEPHONE T/FO EXISTING TELEPHONE & FIBER TOE TOE EXISTING TOE OF SLOPE TOB 0 WC EXISTING TOP OF BANK UGP UGP EXISTING UNDERGROUND POWER ss ss PROPOSED SEWER w PROPOSED WATER sD-SD PROPOSED STORM DRAIN PI PI PROPOSED PRESSURE IRRIGATION IRR _ PROPOSED GRAVITY IRRIGATION EP EP PROPOSED EDGE OF PAVEMENT EG EG PROPOSED EDGE OF GRAVEL sAwcur a PROPOSED SAWCUT - - - - - - - - PROPOSED DITCH CENTERLINE TOE PROPOSED TOP OF BANK a PROPOSED TOE OF SLOPE --TOE-TOE- - -- -- PUID EASEMENT LA /Vl EXISTING TREE o; \ONp,L S IS rE,,,� EXISTING LIGHT ❑O EXISTING MAILBOX EXISTING CONTOUR a 11118 PROPOSED CONTOUR EXISTING SIGN OO EXISTING MANHOLE -z' C�i�TTF EXISTING FIRE HYDRANT 0 F PROPOSED FIRE HYDRANT ON W NP PROPOSED VALVE • PROPOSED SAND AND GREASE TRAP • LO LO LO CONCRETE CURB AND GUTTER d d CONCRETE .• .• .• IRRIGATION BOX 38.00' ROW 34.00' TBC TO TBC C/L 17.00' I, 17.00' 2% 1 2% 3" ROLLED CURB (TRC) PER ACHD SUPPLEMENTAL STANDARD DRAWING SD -702 OR, 6" VERTICAL CURB (TBC) PER ACHD SUPPLEMENTAL STANDARD DRAWING SD -701 Parcels Included S1129346700 - 20.18+/- ACRES PARCEL # 1 2180 E. AMITY RD. MERIDIAN, IDAHO 83646 Contacts Notes 1. PRESENT ZONING = R-4; REQUESTED ZONING = R-4. 2. PRESENT LAND USE = BARE GROUND. 3. INTENDED USES: SINGLE FAMILY DETACHED RESIDENTIAL 4. A VARIANCE IS NOT BEING REQUESTED WITH THIS APPLICATION. 5. A PRESSURE IRRIGATION SYSTEM WILL BE CONSTRUCTED TO SERVE ALL LOTS. THE PROJECT IS LOCATED WITHIN THE NAMPA MERIDIAN IRRIGATION DISTRICT, WHO OWNS AND OPERATES THE BELLINGHAM PARK SUB. AND ESTANCIA SUB. PRESSURE IRRIGATION SYSTEM. SAID SYSTEM WILL BE EXTENDED TO PROVIDE PRESSURE IRRIGATION SERVICE TO THIS PROJECT. 6. ALL LANDSCAPE BUFFERS AND COMMON LOTS WILL HAVE PRESSURE IRRIGATION. 7. PERSON TO RECEIVE CITY BILLINGS AND CORRESPONDENCE: MIKE GREGORY (SEE CONTACT INFO. ON THIS SHEET) 8. 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 6-6-16. 9. DEVELOPMENT FEATURES INCLUDE THE FOLLOWING: SANITARY SEWER, DOMESTIC WATER, PRESSURIZED IRRIGATION, PUBLIC STREETS, FIRE HYDRANTS, OPEN SPACE, AMENITIES, AND LANDSCAPING. 10. PUID EASEMENTS ARE AS SHOWN. 11. BUILDING SETBACKS SHALL BE PER M.C.C. 12. ALL BUILDABLE LOTS ARE LOCATED OUTSIDE OF ANY MAPPED 100 -YR FLOODPLAIN. COMMON LOT 3, BLOCK 2 IS ENCUMBERED BY THE 100 YEAR FLOOD PLAIN AS SHOWN. 13. STREETS, CURBS, GUTTERS, AND SIDEWALKS WILL BE CONSTRUCTED IN ACCORDANCE WITH THE ACHD AND CITY OF MERIDIAN STANDARDS. 14. SIDEWALKS WILL BE CONSTRUCTED AS SHOWN. 15. THE PROPOSED DEVELOPMENT WILL COMPLY WITH CITY ORDINANCES 16. STORMWATER FROM THE PUBLIC ROW WILL BE DISCHARGED INTO AN ONSITE DETENTION POND LOCATED ON LOT 3, BLOCK 2. 17. LOTS 3,12 & 16 OF BLOCK 2; LOTS 11 OF BLOCK 5 ARE COMMON LOTS THAT WILL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. 18. DEVELOPER RESERVES THE RIGHT TO ADJUST THE PHASING SHOWN BASED ON MARKET CONDITIONS. 19. SEE LANDSCAPE PLAN FOR PROPOSED AMENITIES. 20. THE PROJECT INTERNAL STREETS INCLUDE DETACHED SIDEWALK WITH 8 -FOOT PLANTER STRIPS. 0 rr I. 13.00' ACHD EASEMENT 8.00' 5.00' 2.00' 2.00' 2.00' 1.75% +/- 0.25% 2% 3.0" THICKNESS OF PLANT MIX PAVEMENT (3/4" MIX DESIGN) SEE PLANS FORI HAYDEN HOMES IDAHO, LLC DEVELOPER C/O MIKE GREGORY 11.00' 1406 N. MAIN ST. STE 114 4.0" THICKNESS OF Y," MINUS CRUSHED AGGREGATE BASE MERIDIAN, ID 83642 COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 ROSS ERICKSON, P.E. 14.0" THICKNESS OF 6" MINUS UNCRUSHED AGGREGATE BASE ERICKSON-CIVIL, INC. ENGINEER 6213 N. CLOVERDALE RD. 125 ROW AREA = 21.21% BOISE, IDAHO 83713 STRIPPED, PREPARED NATIVE SUBGRADE OR STRUCTURAL FILL 208.867.3954 COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 CLINT HANSEN, PLS PROFESSIONAL LAND SOLUTIONS, INC. FUTURE CURB, 231 E. 5TH ST., STE. A LAND SURVEYOR MERIDIAN, ID 83642 LU T.208.288.2040 WATER & SEWER 3 CITY OF MERIDIAN SERVICE PROVIDER PRESSURE IRRIGATION NMID GREG CURTIS SERVICE PROVIDER 208.466.0663 PUBLIC ROADWAYS ADA COUNTY HIGHWAY DIST. Notes 1. PRESENT ZONING = R-4; REQUESTED ZONING = R-4. 2. PRESENT LAND USE = BARE GROUND. 3. INTENDED USES: SINGLE FAMILY DETACHED RESIDENTIAL 4. A VARIANCE IS NOT BEING REQUESTED WITH THIS APPLICATION. 5. A PRESSURE IRRIGATION SYSTEM WILL BE CONSTRUCTED TO SERVE ALL LOTS. THE PROJECT IS LOCATED WITHIN THE NAMPA MERIDIAN IRRIGATION DISTRICT, WHO OWNS AND OPERATES THE BELLINGHAM PARK SUB. AND ESTANCIA SUB. PRESSURE IRRIGATION SYSTEM. SAID SYSTEM WILL BE EXTENDED TO PROVIDE PRESSURE IRRIGATION SERVICE TO THIS PROJECT. 6. ALL LANDSCAPE BUFFERS AND COMMON LOTS WILL HAVE PRESSURE IRRIGATION. 7. PERSON TO RECEIVE CITY BILLINGS AND CORRESPONDENCE: MIKE GREGORY (SEE CONTACT INFO. ON THIS SHEET) 8. 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 6-6-16. 9. DEVELOPMENT FEATURES INCLUDE THE FOLLOWING: SANITARY SEWER, DOMESTIC WATER, PRESSURIZED IRRIGATION, PUBLIC STREETS, FIRE HYDRANTS, OPEN SPACE, AMENITIES, AND LANDSCAPING. 10. PUID EASEMENTS ARE AS SHOWN. 11. BUILDING SETBACKS SHALL BE PER M.C.C. 12. ALL BUILDABLE LOTS ARE LOCATED OUTSIDE OF ANY MAPPED 100 -YR FLOODPLAIN. COMMON LOT 3, BLOCK 2 IS ENCUMBERED BY THE 100 YEAR FLOOD PLAIN AS SHOWN. 13. STREETS, CURBS, GUTTERS, AND SIDEWALKS WILL BE CONSTRUCTED IN ACCORDANCE WITH THE ACHD AND CITY OF MERIDIAN STANDARDS. 14. SIDEWALKS WILL BE CONSTRUCTED AS SHOWN. 15. THE PROPOSED DEVELOPMENT WILL COMPLY WITH CITY ORDINANCES 16. STORMWATER FROM THE PUBLIC ROW WILL BE DISCHARGED INTO AN ONSITE DETENTION POND LOCATED ON LOT 3, BLOCK 2. 17. LOTS 3,12 & 16 OF BLOCK 2; LOTS 11 OF BLOCK 5 ARE COMMON LOTS THAT WILL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. 18. DEVELOPER RESERVES THE RIGHT TO ADJUST THE PHASING SHOWN BASED ON MARKET CONDITIONS. 19. SEE LANDSCAPE PLAN FOR PROPOSED AMENITIES. 20. THE PROJECT INTERNAL STREETS INCLUDE DETACHED SIDEWALK WITH 8 -FOOT PLANTER STRIPS. 0 rr I. 13.00' ACHD EASEMENT 8.00' 5.00' 2.00' 2.00' 2.00' 1.75% +/- 0.25% 2% 3.0" THICKNESS OF PLANT MIX PAVEMENT (3/4" MIX DESIGN) SEE PLANS FORI I 3" ROLLED CURB (TRC) L COMPACTED TO 95 % OF MAX THEORETICAL DENSITY (HVEEP.., CURB TYPE J PER ACHD SUPPLEMENTAL 11.00' STANDARD DRAWING SD -702 4.0" THICKNESS OF Y," MINUS CRUSHED AGGREGATE BASE 42.00' TO FACE OF SIDEWALK COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 OR, 14.0" THICKNESS OF 6" MINUS UNCRUSHED AGGREGATE BASE 6" VERTICAL CURB (TBC) COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 PER ACHD SUPPLEMENTAL ROW AREA = 21.21% STANDARD DRAWING SD -701 STRIPPED, PREPARED NATIVE SUBGRADE OR STRUCTURAL FILL 65,407 SF COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 CONCRETE SIDEWALK Typical 34 -Foot Local Street Section (Parki 37.00' LANDSCAPE BUFFER 25.00' COMMON LOT 5.00' Lu O z J z } LU U[If a 1.00' 1.75% +/- 0.25% CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL 5.00' STANDARD DRAWING SD -709 PER ACHD SUPPLEMENTAL STANDARD DRAWING SD -709 on Both Sides) E. Amity Rd. Street Section (72/96) 14.0'± (VARIES) RETAIN EXISTING PAVEMENT _ �_ _ ___ ____ „ c o E Wrightwo ad Or �N 0 ro. m Ec? y r - IF Melwond St E Pitkin Ave C K lay Houses ro E Oaulby St E Raguga Ln - d h PROJECT SITE 3 E FrateUo 5f N rasfPfdry s °O a n, f�a Dr fi o, E Amity Rd E Amity Rd E Am,ly 13. E Amity Rd E A... y 0 The Chuich al 2 Jesae chrisT ae -T ­ Vicinity Ma Development Features ZONING: R-4(CURRENT) OPEN SPACE CREDIT R-4 ( PROPOSED) 48.00' HALF WIDTH ROW 11.00' 878,912 SF TOTAL NUMBER OF BUIDLING LOTS = 42.00' TO FACE OF SIDEWALK TOTAL NUMBER OF COMMON LOTS= 4 LOTS GROSS LOT DENSITY= 3.72 LOTS/AC 36.00' FUTURE USTICK ROAD TBC 5.21 LOTS/AC ROW AREA = 21.21% T GRAVEL COMMON LOT AREA= 7.44% 65,407 SF BUILDING LOTAREA = 71.35% 13.00' 11.50- (VARIES) SHOULDEF 8,000 SF FUTURE CURB, 8,361 SF OPEN SPACE GUTTER AND LU O PAVEMENT w 3 WIDENING Q rn BYACHD z 2% 3:1Mgx J _-n OPE 70 SW H w------- 3t1 _ L AE �� wNIA----------- �� ---- af Ly C] CO C] F Y ~ 13.00' �_ O w PLANTER < In (GRASS & O Q SPRINKLERS ONLY) 0 E. Amity Rd. Street Section (72/96) 14.0'± (VARIES) RETAIN EXISTING PAVEMENT _ �_ _ ___ ____ „ c o E Wrightwo ad Or �N 0 ro. m Ec? y r - IF Melwond St E Pitkin Ave C K lay Houses ro E Oaulby St E Raguga Ln - d h PROJECT SITE 3 E FrateUo 5f N rasfPfdry s °O a n, f�a Dr fi o, E Amity Rd E Amity Rd E Am,ly 13. E Amity Rd E A... y 0 The Chuich al 2 Jesae chrisT ae -T ­ Vicinity Ma Development Features ZONING: R-4(CURRENT) OPEN SPACE CREDIT R-4 ( PROPOSED) 16,535 TOTALACERAGE: 20.18 AC = 878,912 SF TOTAL NUMBER OF BUIDLING LOTS = 75 LOTS TOTAL NUMBER OF COMMON LOTS= 4 LOTS GROSS LOT DENSITY= 3.72 LOTS/AC N ET DENSITY = 5.21 LOTS/AC ROW AREA = 21.21% 186,444 SF COMMON LOT AREA= 7.44% 65,407 SF BUILDING LOTAREA = 71.35% 627,061 SF MIN. LOT SIZE= 8,000 SF AVERAGE LOT SIZE = 8,361 SF OPEN SPACE CALCULATIONS COMMON LOTS 25-FOOTAMITY RD. BUFFER (COMMON LOT) 12-FOOTAMITY RD. BUFFER (WITHIN ROW TO TBC) COMMON LOT 2-3 DEDUCT FOR POND AREA ON LOT 2-3 COMMON LOT 2-16 INTERNAL PATHWAYS (2-12) PED. CONN. TO AMITY RD. (5-11) (1) PLANTER STRIPS (2) TOTAL PLANTER STRIP AREA WITH DWYS DRIVEWAY AREA IN PLANTER STRIP ACTUAL AREA (SF) OPEN SPACE CREDIT OPEN SPACE AREA (SF) 16,535 50% 8,268 7,936 50% 3,968 251016 100% 25,016 (6,472) 100% (61472) 18,271 100% 18,271 4,525 200% 9,050 1,140 100% 1,140 OPEN SPACE 59,241 SF 55,370 SF WIDTH PLANTER DRIVEWAY (FT) DEPTH (FT) AREA (SF) 2 CAR DWYS 19 20 8 3,040 SHARED 20' DWYS 1 20 8 160 3 CAR DWYS 54 32 8 13,824 (3) TOTAL DRIVEWAY AREA 17,024 SF (4) PLANTER STRIP AREA CREDITED TO OPEN SPACE (2)-(3): 38,346 SF (5) TOTAL OPEN SPACE PROVIDED (1) + (4): 97,587 SF 11.10% NOTE: THE NMIDTEN MILE DRAIN EASEMENTWILLBE FENCEDATTHE NORTHEASTCORNER OF THE PROPERTY AND THERE WILL NOT BE ACCESS TO THE EASEMENT AREA AREA FROM WITHIN THE DEVELOPMENT. THE EASEMENT AREA WAS INCLUDED IN THE ABOVE OPEN SPACE CALCULATION; HOWEVER, THE PROJECT STILL COMPLIES WITH THE 10% OPEN SPACE REQUIREMENT WITHOUTTHE FENCED NMID EASEMENT AREA INCLUDED AS SHOWN BELOW: (6) NMID EASEMENT AREA AT NORTHEAST PROPERTY CORNER: 9638 SF (7) ADJUSTED TOTAL OPEN SPACE PROVIDED (5) - (6): 87,949 SF 10.01% Keyed Notes 1. 20 -FOOT WIDE SHARED DRIVEWAY WITHIN 25 -FOOT WIDE CI CROSS ACCESS EASEMENT. 5 -FOOT LANDSCAPE STRIP PROVIDED ADJACENT TO DRIVEWAY - DRIVEWAY aLANDSCAPE STRIP TO BE CONSTRUCTED WITH HOME CONSTRUCTION. 2. BUILDING ENVELOPE PER M.C.C. 3. WALKING PATH SIDEWALK CONNECTION. CONTACT DIGUNE 48 -HOURS BEFORE DIGGING 1-800-342-1585 O J Cn J O m�O C] CO C] Cn �_ < 2 O Q 0 Q LU Z 0 WC 00 G r N W W Q � J _ Cn IL w W a Z O 0 a LA /Vl \ONp,L S IS rE,,,� a 11118 Ln � -z' C�i�TTF 0 F ON W NP • •. • LO LO LO 1 .• D • '• . co .• .• .• •-000 '• .• 1• .• • 1 1 • D• • LU LU �_ t� a U �S z O LU � En� 7 rc= o �4 I� o $Z O Z W rn � 0> 0?W Z } Q m Zz 00 LU O C, C, 0] F_ W Q U �X Z p W dlai a a o NUMBER: aJOB Z IDBI6017 DATE: 7-11-16 SHEET NUMBER: J ii F- LU tz 11 ppol W W U)