Loading...
HomeMy WebLinkAboutPavilion at Windsong PPlat FULL SET 20241216 1 /4 PRELIMINARY PLAT FOR = o R ,� PAW SUBDIVISION - � NIs 35 36 � ZFUJ ; LOCATED IN THE SE 1/4 OF THE SE1/4 OF ._ z SECTION 35 T.4N., R.1W., B.M. 4) Z I MERIDIAN, ADA COUNTY, IDAHO a) 2024 a NOTES N W z UNPLATED 0) _ I I I W j w 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. 1 I ( I Z ` I - F-: � 2. THE SUBJECT PROPERTY FALLS WITHIN A FEMA FLOOD HAZARD ZONE I , I I CQ w S89_31'02"E 344.93' IIIIII 5.00' FLOODWAY CROSSES THE SOUTHWEST CORNER OF LOT 12, BLOCK 3. NO - I I I W < CC) DEVELOPMENT WITHIN THE FEMA FLOOD PLAIN IS PROPOSED. REFERENCE FIRM � U) - s1 1 9 1 �I °24'56" PANEL 16001 CO143J REVISED JUNE 19, 2020. 5 uj Ld - � a 3. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, _ w °948 3 STREET LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET - - i 2 III I I \ ) \ II . � I o III I ADJACENT TO ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT , ONG zd o "' EASEMENT FOR PUBLIC UTILITIES IRRIGATION AND LOT DRAINAGE OVER THE 10 TSWTATERS UBDIVISION I �(3NAL F 0 0 0 - -- -- -- 1 � I III _ CD N� o z 1 LOCK 1 7 III (TEN) FEET ADJACENT TO THE REAR LOT LINE. EXCEPT AS OTHERWISE G\STFR _z m 5,657 2,506 III I I SHOWN, THERE SHALL BE A 5 (FIVE) FOOT PUBLIC UTILTY, IRRIGATION AND _ \ aQ7 Q-- �O � V) OO Q ^ 4 Lo I 1 02 03 4 ;. iii I LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT LINE NOT ADJACENT TO A BRIDGETOWER�PROJECT �Ru O O5 © III I I PUBLIC STREET. CROSSING ',L20 2,492 2,492 1,420 1,420 1,420 1,420 1,790 III r� III ' 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE SUBDIVISION SI1 WWC��WEST ATE �pP� I I p OF I I APPLICABLE STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE I \/ � i �� SUBDIVISION q � _ I I OF THE BUILDING PERMIT. D 8 -------------� 25' 20' 24' ------------- LZ w 24 20 20' 20' 20' 25' ll 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH W. CROSSWIND ST \ CHECKED BY: W. CROSSWIND ST. I " ii I I LOT. ALL LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF \ , WINDSONG Q DAVID A. BAILEY P.E. _ _ _ _ _ _ - _ �r�ll i THE NAMPA MERIDIAN IRRIGATION DISTRICT. I SUBDIVISION DRAWN BY: DAB/DES STORM ETAINED N SITE -- �iC14 I 6 PONDS DRAINAGE SUBSURFACE BINF INFILTRATION OFACI FACILITIESTHROUGH APPROVED BYDRAINAGE I '�' <: � z 30' - 20' 20' 20' 20' _ 33' � 2 m � II _ /BLOCK 3 "'I I 7. COMMON LOTS ARE TO BE OWNED AND MAINTAINED BY THE SUBDIVISION J --- I DRIVETHROUG HOMEOWNERS ASSOCIATION OR IT'S ASSIGNS. - - - - ----W. USTICK RD. I I CLOSE EXISTING LINDER ENTRANCE ' UILDI G C II 8. EXISTING STRUCTURES, EXCEPT AS NOTED, WILL BE REMOVED PRIOR TO _ _ _ Nm DEVELOPMENT OF THE PHASE CONTAINING THE STRUCTURE. " P I BLDGI TUMBLE CREEK v_o 0 6 5 4 3 2 1 �° `° -- / F 21 ! lu I SUBDIVISIONIN Sao 2,595 i2o 720 72o i2o 3,00� '. � P a 2020 SIF III 9. LOTS 8-13 BLOCK 3 SHALL HAVE BUILDING FIRE SPRINKLERS INSTALLED IN _ - _n Curve Table r -- - ill ALL BUILDINGS CONSTRUCTED ON THESE LOTS. Curve # Radius Length Chord Bearing Delta LL1 -- _I 2 ` ` \ rn C11nLILJ C1 50.00 9.06 9.05 , " , „ - --r' r ,. NOS'40 21 E 10'22 46 " PATIO C3 27.00 42.30 38.11 S44.37'59"E 89.46'05" 20'°' 1 20' �0 20' 20` 21' �' i �1 2 W C5 15.00 8.44 8.33 N15'37'57"W 32'13'51" Z _ _ _ 4 c, > ; 111 - - ~ y I III i Common Lots _ C6 15.00 8.44 8.33 S16'35'54"W 32'13'51 a GRASS o I i w I iii Lot Area Type ` I I Q III C7 15.00 23.56 21.21 N45'28'58"E 90*00,00" 1 Q°•rT3'1 °r2o'r I �0'° 20' 20' 13' I I Z ' III BLOCK 1 Lot 1 OPEN 5657 DRAINAGE - - C8 15.00 23.56 21.21 S44'31'02"E 90'00'00' CV J BLOCK 1 Lot 5 1948 PRIVATE DRIVE J II \ z I III BLOCK 2 Lot 7 OPEN 2506 ARTERIAL BUFFER - C9 15.00 8.72 8.60 N16'S5'04"E 33'19'31" Cfl i I / � � III _ N III (� iii BLOCK 2 Lot 8 3386 PRIVATE DRIVE C10 15.00 14.90 14.29 N62'01'54"E 56'54'09" Z 2,785 2$ III 27 26 25 24 23 75 III BLOCK 2 Lot 9 OPEN 917 OPEN SPACE C11 15.00 19.30 17.99 N52.39'43"W 73.42'37" pp III III 1 I I M 2,008 1,620 1,620 1,620 1,620 2,006 .1 ul BLOCK 3 Lot 7 OPEN 850 COMMON LANDSCAPE C12 15.00 4.21 4.19 N07'46'33"W 16'03'43" I Q0 ( ill N C BUILD I G E 20 III I Iu - BLOCK 3 Lot 14 OPEN 4958 COMMON LANDSCAPE o_ C13 15.00 10.93 10.69 S20.37'34"E 41.45'16" Z I VICINITY MAP p 2,690 sf ��� I lill BLOCK 3 Lot 15 OPEN 6683 COMMON LANDSCAPE o C14 15.00 12.70 12.32 S65'45'06"E 48'29'48" � I� - 25' 0' 20'� 0' 20' 25' 0 °1 , " ' Z _ s nl I BLOCK 3 Lot 17 OPEN 1734 COMMON LANDSCAPE 1 = 500 C15 15.00 8.60 8.48 S16'40'07"W 32'S0'07" z + 2,4� , = I ' I I i BLOCK 3 Lot 18 OPEN 17871 ARTERIAL BUFFER > C16 15.00 14.90 14.29 S61'32'35"W 56.54'49" J m 1 d'll1 � I I BLOCK 3 Lot 20 2690 COMMON PARKING wa: " I J BLOCK 3 Lot 22 25759 ACCESS DRIVE P LAN SHEET INDEX C17 15.00 14.75 14.16 S61'21'18"E 56*19'26" IF I F `� nNl I I /� PLAT LEGEND w C18 39.00 61.10 55.04 S44.37'59"E 89.46'05" 10 ^ _ - 29 0 i I BLOCK 3 Lot 29 OPEN 9526 COMMON LANDSCAPE U- Cr sf N III I I m C19 15.00 8.91 8.78 N16'45'56"W 34'02'30" 2,843 w III � I I PROPOSED FIRE HYDRANT - Ill SHEET DESCRIPTION C20 15.00 14.72 14.13 N61.53'36"W 56.12'49" ' so' - C9 ii Cfl ' 1° STREET LIGHT 0 w I 1 - to " Z z C21 124.99 2.03 2.03 S73'36'20 E 0'55 52 � -: � � M 019 Q ; I PP- 1 PRELIMINARY PLAT, SHEET INDEX, EXISTING CONTOUR Z o g ' VICINITY MAP NOTES COMMON LOTS RIGHT-OF-WAY LINE o o_ C22 124.99 71.76 70.77 S56'41 39 E 32'S3 31 � ° ' •'' � � � � I f f a C23 15.00 8.76 8.63 S16.28'16"E 33.26'39„ 11 -- n BUILD NG F - Z_ 8c STREET DETAILS LOT LINE Z o I w 1 III Z I III - - � � GRAVITY IRRIGATION LINE � 0 30 31 � 32 � 33 � 34 35 < CDR; PP 2 PRELIMINARY ENGINEERING 2,005 623 617 623 1,623 2,002 - III Z I lu - EXISTING SEWER LINE o z F III II PP-3 PRELIMINARY SEWER PROFILES Q - w m PROPOSED SEWER LINE c� ' �h� ��I PP-4 - ADJACENT PROPERTIES 5 5 ZCL °1 II w w EXISTING WATER LINE _ PP-5 - SURVEY DATA F- 2,483 r I,• s 1% 1 V w r 1i 'I 11 . r 1 I � lu W W PROPOSED WATER LINE z 0 c? 13 2 2 0 0 12 G6 III O II - F Z Z P P- 6 OPEN E N SPACE EXHIBIT P PI PRESSURE IRRIGATION LINE a o = 1s' - -- u� - - � J STORM DRAIN LINE w m M 22 �iil I III Parcel Table Parcel Table Parcel Table o M 1 1 2: . '142' III iii - ROAD CENTERLINE N o 5,759 sf e III I III Lot Area Perimeter Description Lot Area Perimeter Description Lot Area Perimeter Description ' i I s ,I I• I I- ' • I G . ., II I � N P P P D N 2'i ': 1 G r' i 17 iii II ROLLED CURB/GUTTER AND SIDEWALK w Q d3 II BLOCK 1 Lot 1 OPEN 5657 466 DRAINAGE BLOCK 3 Lot 7 OPEN 850 184 COMMON LANDSCAPE BLOCK 3 Lot 27 1620 202 TOWNHOME 1 N o �- 1,734 sf I III I - � , N N I 46' BUILDING H °1 III EXISTING EDGE OF PAVEMENT 1 0 d3 16 III II BLOCK 1 Lot 2 1781 192 TOWNHOME 1 BLOCK 3 Lot 8 2785 213 TOWNHOME 2 BLOCK 3 Lot 28 2008 208 TOWNHOME 1 J z Mo N °I II NEW EDGE OF PAVEMENT 14 iii II BLOCK 1 Lot 3 1420 182 TOWNHOME 1 BLOCK 3 Lot 9 2478 203 TOWNHOME 2 BLOCK 3 Lot 29 OPEN 9526 987 COMMON LANDSCAPE 6 ' 9 206 x BLOCK 1 Lot 4 2492 207 TOWNHOME 1 BLOCK 3 Lot 10 2843 215 TOWNHOME 2 BLOCK 3 Lot 30 2005 208 TOWNHOME 1 0 LOT NUMBER ' 4,958 sf VERTICAL INTEGRATED RESIDENTIAL I III lu I NO°15'19"E d� •\ III ' I I� BLOCK 1 Lot 5 1948 210 PRIVATE DRIVE BLOCK 3 Lot 11 2841 215 TOWNHOME 2 BLOCK 3 Lot 31 1623 202 TOWNHOME 1 6,500sf LOT AREA 142 BLOCK 2 Lot 1 2492 207 TOWNHOME 1 BLOCK 3 Lot 12 2483 203 TOWNHOME 2 BLOCK 3 Lot 32 1617 202 TOWNHOME 1 BLOCK 7 BLOCK NUMBER - n °III �� �� + BLOCK 2 Lot 2 1420 182 TOWNHOME 1 BLOCK 3 Lot 13 2755 210 TOWNHOME 2 BLOCK 3 Lot 33 1623 202 TOWNHOME 1 FLOW ARROW I I 15 �► n I � I II I I I I I �� `� BLOCK 2 Lot 3 1420 182 TOWNHOME 1 BLOCK 3 Lot 14 OPEN 4958 399 COMMON LANDSCAPE BLOCK 3 Lot 34 1623 202 TOWNHOME 1 W. ASHTON DR. STREET NAME 17,871 sf Q I I I I �\ - - ,� I I I \ BLOCK 2 Lot 4 1420 182 TOWNHOME 1 BLOCK 3 Lot 15 OPEN 6683 405 COMMON LANDSCAPE BLOCK 3 Lot 35 2002 208 TOWNHOME 1 0 - ---- ----------r n �n % �-_® BLOCK 2 Lot 5 1420 182 TOWNHOME 1 BLOCK 3 Lot 16 9206 414 LIVE WORK TOWNHOMES _---------- --- ---____ ----------- 297.99 136.49 I o d� ----- --_----------- 8�1-4-45- - --- - -d3 d3 --------------------------------- =__------------------------------- =�� BLOCK 2 Lot 6 1790 192 TOWNHOME 1 BLOCK 3 Lot 17 OPEN 1734 323 COMMON LANDSCAPE SURVEY LEGEND BLOCK 2 Lot 7 OPEN 2506 249 ARTERIAL BUFFER BLOCK 3 Lot 18 OPEN 17871 1332 ARTERIAL BUFFER LO 35os W USTICK RD I BLOCK 2 Lot 8 3386 330 PRIVATE DRIVE BLOCK 3 Lot 19 9270 416 LIVE WORK TOWNHOMES 0 FOUND ALUMINUM CAP z W. USTICK RD. 1 4 - _ _ _ _ _ _ 35 36 BLOCK 2 Lot 9 OPEN 917 295 OPEN SPACE BLOCK 3 Lot 20 2690 220 COMMON PARKING - - - - - BLOCK 3 Lot 1 3004 235 TOWNHOME 1 BLOCK 3 Lot 21 18236 579 COMMERCIAL Q FOUND 5/8" IRON PIN 2 2 1 CALCULATED POINT BLOCK 3 Lot 2 1720 212 TOWNHOME 1 BLOCK 3 Lot 22 25759 2001 ACCESS DRIVE 0 EP EP 26433b' eP . BLOCK 3 Lot 3 1720 212 TOWNHOME 1 BLOCK 3 Lot 23 2006 208 TOWNHOME 1 __ __ __ PROPERTY BOUNDARY LINE BAS BLOCK 3 Lot 4 1720 212 TOWNHOME 1 BLOCK 3 Lot 24 1620 202 TOWNHOME 1 SECTION LINE o - �� -----___`_- ----__-_-- -_-- BLOCK 3 Lot 5 1720 212 TOWNHOME 1 BLOCK 3 Lot 25 1620 202 TOWNHOME 1 -- LAC------------------_-------__--_--_--_- --_--_-_____� ----- ------- -------------__ � � BLOCK 3 Lot 6 2595 232 TOWNHOME 1 BLOCK 3 Lot 26 1620 202 TOWNHOME 1 ------------ \O� ADDITIONAL DETAIL 1 A1 I LAND USE SUMMARY SEWER CITY OF MERIDIAN WATER CITY OF MERIDIAN of OVERALL PROJECT DATA 1�1 II CURVE TABLE SCHOOL DISTRICT WEST ADA I III CURRENTZONING FIRE DISTRICT MERIDIAN A' III e CURVE # LENGTH RADIUS DELTA BEARING CHORD iii PROPOSED ZONING IRRIGATION NAMPA MERIDIAN IRRIGATION DISTRICT I III I TOTAL PARCEL AREA 4.77 C1 73.79' 125.00' 33'49'17" N57'09'35"W 72.72' TOTALLOTS 49 COMMON LOTS 10 OWNERS o P/L P/L P/L 18'-0" P/L P/L 24'-0" P/L COMMERCIAL LOTS 1 RAMA GROUP LLC 47'-0" 1580 W CAYUSE CREEK DR RESIDENTIAL BUILDABLE LOTS 35 MERIDIAN, ID 83646 TOTAL DWELLING UNITS 45 DEVELOPER -0'5'-0' 16'-6" 16'-6" 5'-O" '-0' 9'-O" CL 9'-0" 12'-0" 12'-0" PRIVATE DRIVE LOTS 3 BILTMORE COMPANY RESIDENTIAL GROSS DENSITY 9.4 UNITS/ACRE 1580 W CAYUSE CREEK DR 14'-6" 14'-6" 1' RIBBON CURB VRIBBON CURB 1' RIBBON CURB VRIBBON CURB 40 0 20 40 80 MERIDIAN, ID 83646 ENGINEER e SLOPE 2.00% SLOPE 2.00% SLOPE 2.00% SLOPE 2.00% -� SLOPE 2.00% SLOPE 2.00% SCALE IN FEET DAVID A. BAILEY, P.E. 1"=40' BAILEY ENGINEERING, INC. 1119 E. STATE ST., SUITE 210 EAGLE, ID 83616 4" - 3/4" MINUS 4" - 3/4" MINUS 6" - 6" MINUS PIT RUN 10" - 6" MINUS PIT RUN CONCRETE CRUSHED GRAVEL CRUSHED GRAVEL SIDEWALK (TYP.) 4" - 3/4" MINUS OPEN SPACE SUMMARY PLANNER/CONTACT DATE: CRUSHED GRAVEL 2 1 2 ASPHALT KENT BROWN 09-22-2021 2 1/2" ASPHALT 4" - 3/4" MINUS CRUSHED 2 ASPHALT / PAVEMENT GRAVEL (COMPACTION REQUIRED) PAVEMENT PAVEMENT COMMON AREA 1.94 ACRES/40.67% KENT BROWN PLANNING SERVICES PROJECT: 3161 E SPRINGWOOD DR C2020-018 47' RIGHT-OF-WAY STANDARD ROLLED OR 6" VERTICAL ' 24 RIGHT-OF-WAY F-WAY USEABLE OPEN SPACE REQUIRED 0.72 ACRES/15.0% MERIDIAN, ID 83642 CURB & GUTTER (TYP.) AS PER 18 TYPICAL ACCESS SHEET TYPICAL STREET SECTION PLANS DRIVE SECTION TYPICAL ACCESS DRIVE SECTION USEABLE OPEN SPACE PROVIDED 0.76 ACRES/15.93% 208-871-6842 NOT TO SCALE 10" - 6" MINUS PIT RUN NOT TO SCALE NOT TO SCALE I_ M E V O (J) CD I U N _ � C N C 1 111 I PRELIMINARY ENGINEERING PLAN FOR = � w z S89°31 '02"E 344.93' I ' 6A= � ;, 5.0� PAW SUBDIVISION �� - ~ 3 I i ➢"M II �p � N , \ z°2A6" G� s 5 N $ a II!I I MERIDIAN ADA COUNTY, IDAHO _ N 3,386 IIII II I I 2024 \ IIII Z w Q PI° °% ° III 1 U N O �- P, p, fd, % PI PI ° I I % I III 1 z \I III I I �' W Z a � � W Q Z w I - Q ■- - O O O - - L----J L----J L----J L----J L----J L---- i ----J L---�J � co o z ! ! LOCK 1 3 7 ii i I I I CD z o co \ 1 II I \ Z m 5,657 1 -1 2,506 i W ° `° II I I � Iin \ � 'n Z �Lj ® � 1 � i No V � m 781 1,420 2,492 S° 2,492 1,420 1,420 1,420 1,420 I 1,79pIE M AI�I E T ' III - I I Y �; 3 S I DLO EI I I;E SEII E T , �oNAL E I I 1 ® ❑ ❑ � ° � � I ss Nc 9 S J. ° 9 ids \ L-° - L°-° °L L°_, °L , ❑ /11 5, � S --------------------------- 4 20 20' 0' 20 25' ��; a� e-� `�o ------------- _ - S °° ° I ii i I \ �- W. CROSSWIND ST - WSW W W 1 W W W W W - „ W° II Wi LEGEND �IM it J S H 19RIPSSWIND ST. I I Ihc�, I , I P� V o _ _ BOUNDARY q ���• _ o LOT LINES �/D A.8 P IFID..f rr®rr ss ss-ass ri.aeear s s s 7-1 s s s s U EXIST SSMI7 - - _ "' II N GIs I I ----------------- --------------------- NE �------------ . . . . °. , . .. . . � � - - - IIII N'i --------� RIGHT OF WAY J / ., .. •. J ., .: .:. ✓ , •" •. .•,.. . ,• ♦' II I DAVI CHECK EBAILBYY�P.E. 30' 20' 20' '. 20' 20' 33' 14 . ' _ _ I �J 0 LOT NUMBER DRAWN BY: BLOCK NUMBER BLOCK 7 DAB/DES BLOCKS I Ii DRIVETHROUGH I " EASEMENT II " "' I SETBACK II I II -_P -_ I I II I i CLOSE EXISTING LIN[ CURB GUTTER & SW UILDI G C I III � ° I STREET NAME W. ASHTON DR. '� I BLDG I I �" I HANDICAP RAMP �� PI 0 . III s s s oo 2,9 5 5 0 0 3 0 0 3,004 E M A I N S I I SEWER LINE W W W Q 21 2020 SF °° � 1 y236 WATER LINE ZONE IC I STORM DRAIN LINE E! S I PI_PI W i I I PRESSURE IRRIGATION ° I PI o P 01 C� ! iI I GRAVITY IRRIGATION ' ° ° L --- N I ' d f ° � � _ ° I FLOW ARROW PATIO .. iI SSMH�A2 FIRE HYDRANT O. II; II I I L0 1 ° J°\I SrSMH° 1° °° SS`luC l' 3s . S I o� °s I II I 1 2b' 20' ° 2 o' 2b' �t° °r I 1111 ®I CATCH BASIN O SSMH - - L�I11 i II W W �'' it �pl I STOP SIGN I II W z - - - - 4 �� I 1 I II �Iii is EXISTING WATER WELL T77 � I s s s s s s s is 0 i I Ld lilii FOUND ALUM. CAP �'A� 20' ao' 20o i�' • '� s _ I I Q , IIIII MONUMENT 7 ° ° EpVG r _z I ilii FOUND BRASS CAP III MONUMENT N I I I IIII INFILL LOTS I� �aV P m Z I I4I IRR MH =25fi6.11' p RIM=znoso' "• l Y`I I I I _ � I I I xv E=zsaazs' _. _ O _ L__--J L-__-J L_-__J L__-_J L___-J L J N � O �� 04 V o I LO z �I 2,785 -;z Ao9 28 27 26 25 24 23 75' m _ 2,008 1,620 1,620 1,620 1,620 2,006 �II �� II < I . I � I BIORETENTION SOIL MIX SPECIFICATIONS .►� lul I I al (n I ao „I I � I i'i 60% SAND N I G E lili I I N 20% SANDY LOAM (SILT, SAND, CLAY) U 0 201 M .Inl I I , 20% COMPOST yo I a 11 O II I AD 7�12,690 sf �I�I n 25' ❑ ° 20' ❑° ❑ 70' NOTE: BSM HAS INFILTRATION RATE OF 0 2 478� 3 20 20 20'❑° ° 25 al I I 5 IN/HR [6 IN/HR RECOMMENDED IN Z J o I ° GEOTECHNICAL REPORT]...BSM ACTS AS LIMITING LAYER; INFILTRATION RATE OF - m a2 ADS m / i I 1 5 IN/HR USED IN DRAINAGE CALCULATIONS. I I - • °• J nl N + I Q i I I - - -- Z N s]56'3q VIII I � / I I a t14/ I e-inns _°\ W III I 8 I ? x N=2 sa as PROVIDE METAL 2,843 I °� _ c} _ �� I /� EMBANKMENT AND DIVIDER Of ill III BERM MATERIAL PER SOILS END SECTION W/ N _ --v a~ III I III ENGINEER AND COMPACTION TRASH RACK & -- III I I III RIP RAP AT PIPED In < (' 0 � LO III I TO 95% REQUIRED (PER � so' I LILII II I ❑ ❑ ❑ ❑ ❑ , r 3 - Z 19 °I I i ii AASHTO T180). INLETS) =o 1 0 Q ° 9,270 ° a I s (' ii i F FREEBOARD = m ii i I o Z N Ia ill - - I� 11 ----- BUIL NG F • z III -I 3H:1V MAX I-I I W --- J u I i ii I- I-III cn U - - _ ° Q III ? III Ld U) I I- I-III o 8 30 31 32 m 33 34 35 U (O11I i 00 I III �_ A I i ii I a cn III SLOPE 1% MIN I-III o N - a 2,005 1,623 1,617 1,623 1,623 2,002 ---�- I *IliIll III Q - TO BSM LENS L1jI III-_ ___II I O o III I < J ~ > II I II Z I I I-I I I-I I I-I � Z 04 N N = MIN. 3' SEPARATION o 0 I lit h u - m FROM SEASONAL HIGH - � � - � ��.5 �� � °• � r -� �,�� D� _ � y � �IIIII IIII I � -III-III-III I G.W. 2,4 3 1 i 1 l 1 °1 ° V II 1 I IIII _ r l 1° I I 1 ! 1 S �II 1 I IIII V O 1 ° M M M M M IIII I III „ - S S A �11 I � I IIII I VARIES, EXTEND 12 MIN INTO INFILTRATING GROUNDWATER WAS ENCOUNTERED IN TEST - - - II P - I I ilii LAYER WHERE LENS IS SPECIFIED (SHEET 3.3). EXCAVATIONS - SEE SHEET 3.3 FOR EXPECTED - - -- -- 11 \ HIGH GIN ELEVATIONS. IF GROUNDWATER IS ° IIII IIII I BACKFILL W/ REJECT SAND, -3/4 CRUSHED s 22 s s s \ O IIII I i ii GRAVEL, CLEAN PIT-RUN OR BSM. NEAREST ENCOUNTERED AT ELEVATIONS WITHIN 3 OF THE --- III I BOTTOM OF THE DRAINAGE FACILITY CONTACT b a 1 s ° 1142' ° ° ,. �uI l I III I EDGE OF INFILTRATION LENS MUST BE 10+ FT 25,759 sf ° 1 ' S lP l III FROM EDGE OF BUILDING FOUNDATION. DESIGN ENGINEER IMMEDIATELY FOR REDESIGN. 0 I ^= I I II I I I s ° °I I, ° a I S • � I I I I I � i ii II UNTIMELY NOTIFICATION OF THE ENGINEER MAY �k '� � 2,755 I I � I I I :S I I I I ' I L I '� I I 111 / / I �,t° __ 1 l 1 IIII CONTRACTOR TO NOTIFY QUALIFIED RESULT IN ADDITIONAL COSTS TO THE o �d3 \\ ` r° ` Ia - 1,734 s III GEOTECHNICAL ENGINEER AND OR PROJECT CONTRACTOR. REFER TO GEOTECHNICAL REPORT mN - it I I III / BY SITE CONSULTING, LLC, DATED JULY 7, 2020. w / I III ENGINEER TO WITNESS POND EXCAVATION. d3 46' �r BUILDING H d� da \ 1 R 9 16 I \ I I _ IRR MH \ _ 1 - = RIM=256981' � d 4 06 I I I I I x sE=255a29 ^ \ x =2 9,2 ► III �\ a '; TYPICAL PRIVATE INFILTRATION t� 4 f I _ ���� �� 0 4,958 sf VERTICAL INTEGRATED RESIDENTIAL BASIN SECTION WER IIII III I III II ll �\ o II INGR � �vv 15 fful - - - - - -_- __ _ �� � EGRE-) ,� 6,683 sf SEMEN IN = \ t�W __________ ____,-' te�rr}} �_---__---_---_- --- ------ ----- \ - - _ _ ---z_ 297.99 136.4 ------- ------ ---------------- - - - - 5 _ 1 7� I REALIGNMENT EASEME 30 0 15 30 60 SCALE IN FEET 1"=30' P/L 47'-0" P/L P/L 18'-0„ P/L P/L 24'-0" P/L e -0"5'-0" 16'-6' 16'-6' 5'-0" -0' 9'-0" 9'-0" 12'-0" 12'-0" j 14'-6" 14'-6" d /-1' RIBBON CURB 1'RIBBON CURB /-l' RIBBON CURB 1'RIBBON CURB e SLOPE 2.00% SLOPE 2.00% SLOPE 2.00% SLOPE 2.00% SLOPE 2.00% SLOPE 2.00% 4" - 3/4" MINUS 4" - 3/4" MINUS CRUSHED GRAVELJ C CONCRETE 6" - 6" MINUS PIT RUN CRUSHED GRAVEL � 10" - 6" MINUS PIT RUN SIDEWALK (TYP.) 4" - 3/4" MINUS DATE: CRUSHED GRAVEL 09-22-2021 2 1/2" ASPHALT 4" - 3/4" MINUS CRUSHED 1„ 2 1/2" ASPHALT PAVEMENT GRAVEL (COMPACTION REQUIRED) 2 z ASPHALT PAVEMENT PROJECT: PAVEMENT C2020-018 47 RIGHT-OF-WAY STANDARD ROLLED OR 6" VERTICAL 24 RIGHT-OF-WAY TYPICAL STREET SECTION PCURB LANS DRIVE GUTTER (TYP.) AS PER 18 TYPICAL ACCESS SHEET DRIVE SECTION TYPICAL ACCESS DRIVE SECTION NOT TO SCALE 10" - 6" MINUS PIT RUN NOT TO SCALE EPP . 2 NOT TO SCALE Q O U PRELIMINARY ENGINEERING PROFILES FOR = o PAW SUBDIVISION ._ Z Z = a_ W Z Rw W Z w cni Z oM W 0 `° SEWER LINE A PROFILE Z w N !n V m 2580 2580 �c AL FNG �G\STER�o'�� pal 3 Z W Z 00 OAT F 0 3 3 w 00 W °0 0 1//D A.B P� ao 00 00 Lc) cq 00 CD N M M � � N � � M � tO !'� rNj r� ,�04 °' °' r°fi 0 � 'n � 04 O CHECKED BY: r704 n c0 N 00 00 `� � M CO N Q + cOp DAVID A. BAILEY P.E. c0 U-) O W N N H M 00 of co) � o ai �n .. � LO DRAWN BY: N lC) Ll7 O Q00CDNN � ) Q � (0 NH Q + � N ? 2 � N0 DAB/DES g0 � ((0 2 � NZ ZD ONZ Zo 2c+0 � Z � gONZO N ~ � Z NO � � � a � � » > mQN (n - � » UnUnIY — (nOcON NH � >> > N — z ZZ NH � >> Un (� D: ZZ + u7Z NN � Z ZZ co co ZZ I ► I I 198 LF 8" PVC 00.62% (202 LF C C) " PVC 00.42% I I r=(85 25 LLF C—C) F 8" PV ®0.42%118 F 8" FV ��•42% LF C—C) 278 LF 8 PVC ®0.42% (282 LF C C) 2560 2560 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 1 1 +00 1 1 +42 SEWER DNE C PROF E SEWER LINE D PROFILE SEWER D NE E PROE LE 2580 2580 2580 2580 2580 2580 z 0 F- a. N W 0 � — W HZ W W W 00 00 j Un oo 00 Uo W o 00 (0 C0 00 00 W z OO '00 0400 00 M 0) 7 QOO QR 0)� � K� INN O� N10 N � n O O K H D2 7 rri � N aM0 a0 � tD M iic0 O 'tO � 04o0vivi v0) 00 to (00 SS TON a 00 � � L � (D ON .. MLo L ST L ? o l ) In N CO 04 00 (0 NH(0 QO N DOc0 Wco RI :2569.48 N O + lC = + - - o? o O INV IN:2564.47 8S c > � ~? Q > »O cn n Fr — N nn � z » > m » INV OUT:2564.37 8NW i > ZZz zz (n w NNEZ o 2570 2570 LL 2570 2570 2570 _ _ _ _ _ - - - - - - - - - -- - - -- - 2570 --- - - - - - - --- ---- ---- -- 0 90 LF 8" PVC 00.6 % V 1 3 LF 8" PVC ®0.62 57 LF 8" PVC C0D0. 2% 0 194 LF - Z (148 LF C-C) (61 LF C-C) 40 LF 8" PVC ®0.62% _ (44 LF C-C) o 15 LF 8" PVC 00.42% (19 LF C- ) W W 2560 1 1 2560 2560 1 1 12560 2560 2+00 60 Z 2+00 3+00 3+47 2+00 3+00 4+00 4+74 2+44 Z W 0 Z J o DATE: 09-22-2021 PROJECT: C2020-018 SHEET +� M v Q p U = Q O 00 � ADJACENT PROPTERIES FOR v PAW SUBDIVISION '— Z ~ _c� Z MERIDIAN ADA COUNTY, IDAHO a 2021 = c� W Z :oftoc LLI W Q W � Z w co Y Z O coW 000 0Y 0 z LLj N (n V It co I R9465760550 3496 N TRADEWIND AVE BILTMORE COMPANY LLC I C�S\ON L FNG �G\s rFR�o'y� DTRU G`T� R9465760560 N B� TRADEWIND LEGEND BILTMORE COMPANY LLC BOUNDARY of LOT LINES D A.B ROAD CENTERLINE - - - R9465760570 ' RIGHT OF WAY O DAVIIDCHECKED BAILEY BY: P.E. 3452 N TRADEWIND AVE LOT NUMBER BILTMORE COMPANY LLC BLOCK NUMBER BLOCK 7 DRAWN BY: DAB/DES I I EASEMENT SETBACK R9465760580 SO435449910 I CURB GUTTER & SW W. ASHTON DR. 3430 N TRADEWIND AVE 3485 N LINDER RD STREET NAME MOORE, DANIEL G YURKE, MARTIN W I HANDICAP RAMP 8D.— MOORE, JILL K SEWER LINE S S s WATER LINE W STORM DRAIN LINE PRESSURE IRRIGATION p Pi P R9465760590 GRAVITY IRRIGATION 'RP 'R" 3408 N TRADEWIND AVE f FLOW ARROW MCKAY, MALCOLM K IV I FIRE HYDRANT 49 CATCH BASIN STOP SIGN `n o `�J ;_J U) EXISTING WATER WELL W I ozr N�z oozQ o��� FOUND ALUM. CAP �co§E co�Q r —<1 �z�z I O � R9465760600 o cn I— C:)cn a- co 3:cn u o 3 z Q MONUMENT 11LTMORE 820 W CROSSWIND S r 0p m r,o o coop � r-(n o COMPANY LLC Ln o' Ln o'u m o o r-o z FOUND BRASS CAP cOU� coo Lo�Qp w It coo=_ vV)co E I MONUMENT �oo� 0�U Of z � QQ INFILL LOTS U cq \ r r m o a Q SO436336052 3610 N LINDER RD G20 LLC I I R9465760380 W WIND DRIFT ST BILTMORE COMPANY LLC R9465760420 I R9465770040 3349 N WHIRLWIND AVE 3364 N WHIRLWIND AVE J LEVERMAN, ANDREW GLENN ROBINSON-WILLIAMS, PHILIP JAMES o Z ROBINSON-WILLIAMS, 0 0� JAMIE 0 � o z_ w I R9465770030 o)3:oo� R9465760410 3333 N WHIRLWIND AVE 3323 N WHIRLWIND AVE I �N� BECKER, KURT W - LESLIE, TURNER D cc LESLIE, KIERSTYN BECKER, JENNIFER L \ �m I \ \ \ R9465770020 \ - / 3310 N WHIRLWIND AVE \ BEST, BENJAMIN _ BEST, MEGAN � U I z J O F O� d U N I LJ 0 \ y (i OQGv O�QUi rn ^aZ co � 2� � v ZJ O�/�z �v� WLLI \ W\ �� � �2�� N�2 OQ� Z \ d- 3Z2 CD 22 J \ ��\ °'s QQ ^Q� O�Q La cow �' z V, 0) l4j Zo SO436336111 1450 W USTICK RD MRS LAND HOLDINGS LLC _ I e \ \ I a I o - - - _ - W. USTICK W USTICK RD ————————————————————— ———— 0 CREEK HOME OWNERS ASSOCIATION w . co N w Q=w oz w z 0 Cw_j • \ S1 201223115 zes ozw o � oo \ \ .� I 1515 W USTICK RD o w-i N co�~ o m o Q SINDON, WILFRED T I m o o m z Y �w -0 /I� �S4NDON, EVELYN H \ S1202110015 3195 N LINDER FAD ,`I m o o Ln?z w \ •� ADA COUNTY - EMS DI TRICT oo m 0w�cn oomwU) mom ��ow z0� R8557170290 OF cv— z D Q Q 134 N BLUE SPRINGS AVE °r°a o Q Ln LANIGAN, STEVEN S I \ \ LANIGAN, MICHELLE C o r II R8557170300 �o�F Q \ 3120 N BLUE SPRINGS AVE 2 U J JOHNSON, GARY EVERETT \ w R8557170400 o�_ \ FOXFARRELL, MELISSA JU �\ \ �o z 3098 N SPRINGTIME WAY z o I TREADWELL, DAVID C \ I \ Ln TREADWELL, LINDA L `n Cf)U m I R8557170310 00 \ 1 Q�z 3090 N BLUE SPRINGS A \� I o)2 \ HAMILTON, LISA L o= HAMILTON, MARK J �\ o 0 \ \ 60 0 30 60 120 DATE: 09-22-2021 SCALE IN FEET PROJECT: C2020-018 1"=60' SHEET Q O E QN { ♦ + O 0) v N T W ■— Z I- Z � g W Z Rw Lu Z w U) i Z 0m W 0 `° � o z w N !n V m �c AL FNG �G\s T'EF y A pal '9T Q� � p F 0 \� ��D A.B P� CHECKED BY: DAVID A. BAILEY P.E. 1/4 II DRAWN BY: 35 36 DAB/DES Y II 410 00 UNPLATED S89'31'02"E 344.93' 45.00' — w c Ns9 24'5s'W r. a OW— c SS t \\ I II z a of I - - - - _ V)z o I II p I I I I PERMANENT SLOPE I n I II I 11 IIfI EASEME�ZJN T _0W. CROSSWIND ST LoNo Lo 12 2 lII LO OD o�o zm rn wCCNO� tin o M ° I I N � III 3 ' I N 1 y I �, I � � � I o b I� I I I o I o ui w w �� D SD '�1 D o 65.88' _ e� —� SS NO'15'19"E �, ��, 7' CREA�tStd EGRESS INGRESS 0 -- ---EASEMENTS\`\ \ •�o� _ EASEMENT i1 49' C:3 7 - - - - - - - 7, a.°' CREASON LATERAL PERMANENT SLOPE EASEMENT 0 77 �.o REALIGNMENT EASEMENT iA II �' /4 35 2253.35' — u� 2 W U39o. ST100'CK RD — — I II 35 36 2 1 II 2643.35' . . . . . . . . . . . . . . 0 S89'14'45"E PARCEL N0. SO435449705 OWNER — BUYRITE LLC PARCEL NO. SO435449025 OWNER - BUYRITE LLC o 60 0 30 60 120 CURVE TABLE 60 0 30 60 120 CURVE # LENGTH RADIUS DELTA BEARING CHORD SCALE IN FEET Cl 73.79' 125.00' 33'49'17" N57.09'35"W 72.72' SCALE IN FEET 1 "=60' 1 "=60' 0 W W DATE: 09-22-2021 PROJECT: C2020-018 SHEET OPEN SPACE EXHIBIT FOR � R 0 PAW SUBDIVISION - aco N � Lu T 2 5 0 6 s f t LOCATED IN THE SE 1/4 OF THE SE 1/4 OF .= Z g SECTION 35 T.4N., R.1W., B.M. Z ARTERIAL BUFFER MERIDIAN, ADA COUNTY, IDAHO G) Z 2024 a 917sgft '_ cy COMMON LANDSCAPE W Z CD W � a) W 5 S890 31f 027f E 344.93, II 5.0l$, Z =rano I PI --- P --iiIiIl iIl '24'kI 6" I �- /VZ-R w< N PLAT LEGEND w w5 N N J COMMON LANDSCAPE 3386 I < w PROPOSED FIREHYDRANT (mop I 3 O PI PI A. III w �, P a In• . 11 I I STREET LIGHT ' ° °PI 1 A P1 % I II i I O N O 1 II I I EXISTING CONTOUR z O '\ONAL F LOCK 1 RIGHT-OF-WAY LINE Nc, G\srFR 'yF Z m 5,657 a 2,506 III I I LOT LINE 4�o q__ "0 can s to 0 III N ' OR GRAVITY IRRIGATION LINE Common Lots � > I KiJI� Id 1,781 1,420 2,492 s° 2,492 1,420 1,420 1,420 1,420 1,790 EXISTING SEWER LINE III I I Lot Area Type s s s s PROPOSED SEWER LINE 3 s III BLOCK 1 Lot 1 OPEN 5657 DRAINAGE ID A.BP` III I I EXISTING WATER LINE I BLOCK 1 Lot 5 1948 PRIVATE DRIVE PROPOSED WATER LINE 0 L - � "-j1 �° -°� CHECKED BY: __- __ _--_- 25 20' 24' s ° 24' 20' 20' 20' 20' 25' 4' Ili I BLOCK 2 Lot 7 OPEN 2506 ARTERIAL BUFFER DAVID A. BAILEY P.E. -----------------------� 3 _____----------------------------------- - , s ° sa ° ° s ° ° °° ° °° ° � III PI_P� PRESSURE IRRIGATION LINE s I I BLOCK 2 Lot 8 3386 PRIVATE DRIVE DRAWN BY: W. CROSSWIND S T w w W w W STORM DRAIN LINE DAB/DES II I �+ w w w w w w w w l I BLOCK 2 Lot 9 OPEN 917 OPEN SPACE - 1 W. CROSSWIND ST. - COII I ROAD CENTERLINE - -- - - �� I BLOCK 3 Lot 7 OPEN 850 COMMON LANDSCAPE - - - - - - _ _ d•II _ � _ IT 111 BLOCK 3 Lot 14 OPEN 4958 COMMON LANDSCAPE ROLLED CURB/GUTTER AND SIDEWALK Irlll BLOCK 3 Lot 15 OPEN 6683 COMMON LANDSCAPE FP FP EXISTING EDGE OF PAVEMENT ---------------- - ------------------------ �i- ------ Y. 'I'fl EDGEF PAVEMENT r.. , . . 4. --------------------------it 30 20 20' '. 20' 20' 33' ' ' � '� � „ I BLOCK 3 Lot 18 OPEN 17871 ARTERIAL BUFFER �i LOT NUMBER �BLOCK 3 w I BLOCK 3 Lot 20 2690 COMMON PARKING 6,500sf LOT AREA � II P - I DRIVETHROUGH III I I BLOCK 3 Lot 22 25759 ACCESS DRIVE BLOCK 7 BLOCK NUMBER -- -- �I BLOCK 3 Lot 29 OPEN 9526 COMMON LANDSCAPE 13 U I LD I G C l 0 11 I FLOW ARROW 1 I QI I I W. ASHTON DR. STREET NAME s� P O BLDG °° III 6 5 4 3 2 Q 21 2020 SF III 1 2,595 1,720 1,720 1,720 1,720 3,004 1 10 P o) ---I -- 118,236 SURVEY LEGEND ° . � III I W _ 0) 1 I o I 1 P o► D cq I LL_I 0 FOUND ALUMINUM CAP I PATIO 1 'I I• 1° Q 1 l I 11 11 1`° 1 � s w ! III I � Q FOUND 5/8" IRON PIN 2b'1 `20'a` 1 2 0° l I = ®® III r 2b'°° .•2i�. tol F--i-III i III o Q W ��%% I I 0 iii 0 CALCULATED POINT 850sgft z - - - 4 _ Ld - a GAS l u PROPERTY BOUNDARY LINE I COMMON LANDSCAPE o I w -- -- -- SECTION LINE j TS 1 °'20' -1 1 26' `@0' ° 20' °,3' 7 GTE °I I r ° °•I I I III 8 sf r r b I III I I I J , I III • P I PI T�� I z iii I L----- I I -- -- -J L �- III N 1- I I III 1 -SIN I � III N Q in III III z 2,785 28 27 26 25 24 23 75' LO iii m 1 2,008 1,6J0 1,620 1,620 1,620 2,006 III I II •► Ill I ADDITIONAL DETAIL (� 1 I o III I � III LAND USE SUMMARY O N o BUILDI G E 1201 M 1 ; ��� I N III SEWER CITY OF MERIDIAN Z II 2690 sf III I I I� - WATER CITY OF MERIDIAN , O II I 1 OVERALL PROJECT DATA (n li I SCHOOL DISTRICT WEST ADA II ul p Ya -- 25' °° °0 20' 20'° °20' 20'°° °0 25' 70' u� I CURRENT ZONING C-C FIRE DISTRICT MERIDIAN V 2°4'J I 1 - I PROPOSED ZONING C-C&TN-R ��� � IRRIGATION NAMPA MERIDIAN IRRIGATION DISTRICT TOTAL PARCEL AREA 4.77 9526sgft - - Q COMMON LANDSCAPE I - I ---T- itVi 11 ^ TOTAL LOTS 49 N R 29 rn . Z e III 0 i I I I `iJ I I �! COMMON LOTS 10 OWNERS Z 1 Q 9,526 sf 0_ /nll I (`� I /p RAMA GROUP LLC 0 2,843 - _ � I III I I iil COMMERCIAL LOTS 1 1580 W CAYUSE CREEK DR a 1 O I Lu I (�� i lid RESIDENTIAL BUILDABLE LOTS 35 MERIDIAN, ID 83646 N I � I III 0 60' I ° a O 0 ii � TOTAL DWELLING UNITS 45 DEVELOPER II ° °o "' 3 - Z 19 I- III I III PRIVATE DRIVE LOTS 3 BILTMORE COMPANY a - Q Q III III 1580 W CAYUSE CREEK DR N o 9,27o I III I III RESIDENTIAL GROSS DENSITY 9.4 UNITS/ACRE -i III III MERIDIAN, ID 83646 > Z) 0 III W O II a m W III Y III 0:: z III 11 _---- III I III �` I III I III ENGINEER BUIL NG F z II I- - III DAVID A. BAILEY P.E. I III � III - --- I °' III BAILEY ENGINEERING, INC. J � III II Q C0 iii iii 1119 E. STATE ST.,SUITE 210 II I 30 31 32 33 34 35 ~, U ii I iii EAGLE, ID 83616 e 2,005 1,623 1,617 1,623 1,623 2,002 I -- - � I •III � I III II w II J OPEN SPACE SUMMARY PLANNER CONTACT (7)II I III KENT BROWN KENT BROWN PLANNING SERVICES COMMON AREA 1.94 ACRES/40.67% J J ° s l J III I III 3161 E SPRINGWOOD DR II 2,4 3 USEABLE OPEN SPACE REQUIRED 0.72 ACRES/15.0% MERIDIAN, ID 83642 Io � � I °• s I � I�III III 208-871-6842 l 6 QIII III III USEABLE OPEN SPACE PROVIDED 0.76 ACRES/15.93% 3 c I III �,^III I III II -- - u III III III P I I P e III III a n 22 Q jj I III o \ I� ----- I I I � r . ° 1142'J . • I�III I III •I III II 25,759 sf ° 1 J Y III III 1 734S ft II 2, P 755 es I I L1 I° 1 I g 11 11 I I 17 III - da 1,734 sf- III I III � COMMON LANDSCAPE I II 46 BUILDING H ft g 5785s M 16 III 0 III � COMMON LANDSCAPE 6 d� 9,206 , 14 I iii iii\1-" 0 41958 sf VERTICAL INTEGRATED RESIDENTIAL III N 0015 19"E\y� "' III I II I II ,42' II iii I ;II I III ,C III ill II �O i i 6,683 sfXX, - -------------- - - -------- 136.4 -�° ;--------297.---y------------- --- - ---------------- ----- ----------------_- 29 7 9 9 � - - ----- ---------------- --------------------------- ------- ---- --------- -----1, OLA - 35 z W. US TICK RD. W US-TICK RD 1 4 - - - - -❑ - - - - - - 35 36 , - - - - - - - - _ _ 2 1 40 0 20 40 80 - 2 6 4335' � � o -- - - .F - _____ _ SCALE IN FEET - -. 1»=40' 6683sgft 17871 sgft 0 COMMON LANDSCAPE ARTERIAL BUFFER DATE: 12-07-2021 PROJECT: C2020-018 SHEET