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HomeMy WebLinkAboutCC - Approved Pre-Plat +� M v Q p U PRELIMINARY PLAT FOR v N FULLER PARK 1DIA - • ' FOXCROFT SUBDIVISION = zLu S65 24 02 E ■i Z � ___ ----------------------------------------- 49.70' CHAPARRAL Z ----------- 23.00' A PORTION OF THE SW 1/4 OF THE NE 1/4 OF SECTION 10 G) Z ___________________________ _____ N89'34 5s EELEMENTARY SCHOOL _ _ TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN = _ S89 3719E 765.14 � ��, ■- a S85.32'14"E 126.24' MERIDIAN, ADA COUNTY, IDAHO 2020 11 Z CD MOS W - N HERS FARM W L z � ,3 • NW LOC 1 SUBDIVISION BK. 88 PC. 10091 ; - _ _ F- _ RODS PARKSIDE FG► Z w 1 14 15 16 10 18 19 ©0 21 Sss 39, O i CREEK N 2 CO. ��' 0 W co O 10 O2"F W. ACARRERA LN. ' _- ' �'� - - O - TIBURON � °' a RODS PARK -MEADOWS (3w \ � W. D01/ER DR. ; I -RODS PARKSIDE � CREEK N0. 4 � I C R E E K S TO N E -� �� � � R CREEK ANOSI3E REEK N0. 1 � � � I I �pNAL F SUBDIVISION 09 S6>. I I ���S�\5 3p I a RF 113 PG. 16493 .,,• FULLER PARK � Q- o O F F � I WOODSIDE \ N ® 8 6,11 3g�19, 2 I CHAPARRAL CREEK N ' ? 1 Q O PROJECT ELEMENTARY Y > KiJ ki O 3 W � Y i N SCHOOL THUNDER � � W � I �c 'SITE BERKELEY CREEK O F o F Z RFF SQUARE -'Vl 13 i I LLJ Z n \ O� LOCK 1 © i MOSHERS FARM - -�- CHECKED BY: 2 Z O I DAVID A. BAILEY P.E. D \ © 14 SOMMERSBY = N� \ 5 S i i CAS TLE BROOK NO 2 DRBWN BY: Z >� \ 2 ® 66.p13s"F i 21 _ N0. 5 CREEKSTONE m '� \ © 448, I I \ �o tT ® 1p• i - - y $ Wo J � CHESTERFlELD - - \ a \ ® i i NO. 2 T, \, / NNW/ \NIS ; I CHESTERFlELD COUF AN S9E DS 2 O I 22.66'' " I I N�4 MILE - o O O I Q I (CHESTERFIELD � iL ® ® 31 NE BLOCK 1 0 I N0. 3 - - \ �, 0OD --- EXISTING W HOME TO m J 15 19 REMAIN Q 2 I \ UMBRIA - N89'36'02"W I NPLATTED� \ UNPLATTED W. PINE AVE. 39.48' N89'36'02"W 434.64' - �--- -- -- -- -- -- --�•1- -- -- -- -- -- -- r -- -- -- -- -- -- -- -- -- -- -- -- - i PINE AVE. -------- - ----- -L------------------- N89'36'02"W 38 .34' - -- -- - -- - \ � ------------- `Z 2 i )` i S52'35'07"W ` �\ e SW BLOC 2 I � i Lot Area YP 71.76 i Nt3�, I NE BLOCK 1 Lot 1 OPEN 33478 TEN MILE STU DRAIN NE BLOCK 1 Lot 2 OPEN 26945 REGIONAL PATHWAY - EASEMENT 10 l v NE BLOCK 1 Lot 3 OPEN 4106 ARTERIAL BUFFER 1/2 QUALIFIED VICINITY MAP �N o NE BLOCK 1 Lot 4 OPEN 9260 OPEN QUALIFIED 1 "= 500' CHESTERFIELD N a \ NE BLOCK 1 Lot 7 OPEN 8060 DRAINAGE NOT QUALIFIED SUBDIVISION NO. 4 V 9 - - _,; N i NE BLOCK 1 Lot 11 OPEN 14224 DRAINAGE NOT QUALIFIED BK, 112 P0. 16216 \ a 5 �` NE BLOCK 1 Lot 12 OPEN 195448 DRIVE PARKING � NE BLOCK 1 Lot 14 OPEN 8917 PATHWAY NOT QUALIFIED ; P LAN SHEET INDEX \< y N22'44'42"W �. O �Pi fN NE BLOCK 1 Lot 16 OPEN 26277 CLUBHOUSE 83.44' 1 N 0 \ O vP`� Sw B OCK 4 �� IN NE BLOCK 1 Lot 18 OPEN 21610 OPEN QUALIFIED SHEET DESCRIPTION �t \� 4 ' NE BLOCK 1 Lot 20 OPEN 25452 COLLECTOR BUFFER QUALIFIED EXISTING NW BLOCK 1 Lot 1 OPEN 2557 COLLECTOR BUFFER QUALIFIED PP- 1 - PRELIMINARY PLAT, SHEET INDEX, \ \ HOME TO N1g.21'27"W , I VICINITY MAP, NOTES, COMMON LOTS REMAIN � NW BLOCK 1 Lot 2 OPEN 47195 TEN MILE CREEK Z 94•S9 O '/ O ' U N PBATTED NW BLOCK 1 Lot 10 OPEN 8040 DRAINAGE NOT QUALIFIED PLAT LEGEND & STREET DETAILS NW BLOCK 1 Lot 11 OPEN 13286 REGIONAL PATHWAY QUALIFIED < PROPOSED FIRE HYDRANT PP-2 - PRELIMINARY PLAT 8c CURVE TABLE NW BLOCK 1 Lot 12 OPEN 22617 TEN MILE STUB DRAIN m* STREET LIGHT PP-2 - CONCEPTUAL ENGINEERING PLAN & NW BLOCK 1 Lot 13 OPEN 11415 OPEN QUALIFIED 2726 N c� " O , , \ EXISTING CONTOUR PARCEL TABLE a N25 23 24 W\ NW BLOCK 1 Lot 22 OPEN 2677 DRIVEWAY © `� `� RIGHT-OF-WAY LINE w �-� 125.16' 1 ` \ �\\ • ` PATHWAY NW BLOCK 1 Lot 23 OPEN 3523 QUALIFIED LOT LINE PP-3 - CONCEPTUAL SEWER PROFILES F W NW BLOCK 1 Lot 30 OPEN 4843 DRIVEWAY Q \ 13 ` •�•� GRAVITY IRRIGATION LINE N NW BLOCK 1 Lot 34 OPEN 3652 COLLECTOR BUFFER QUALIFIED w N39'20'28"W 14 \�� EXISTING O ♦ NW BLOCK 1 Lot 35 OPEN 1708 BUFFER NOT QUALIFIED 5 5 EXISTING SEWER LINE N 100.02'- HOME TO PROPOSED SEWER LINE Lu �' N \. REMAIN \ NW BLOCK 2 Lot 1 OPEN 15476 OPEN/DRAINAGE s s NOTES N o �I EXISTING WATER LINE N � SW BLOCK 1 Lot 1 OPEN 96169 TEN MILE CREEK > SW BLOCK 1 Lot 2 OPEN 2678 COLLECTOR BUFFER QUALIFIED W W PROPOSED WATER LINE 0:: z o ` � y 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. \ 16 \ \ A�O SW LOC 4 SW BLOCK 1 Lot 3 OPEN 5590 DRAINAGE NOT QUALIFIED P' Pi PRESSURE IRRIGATION LINE N39'43'48"W 2. PORTIONS OF THE SUBJECT PROPERTY FALL WITHIN A FEMA FLOOD HAZARD 89.05' �� \� SR SW BLOCK 1 Lot 15 OPEN 3053 PATHWAY 5D 5D STORM DRAIN LINE \ 18 ;9/T ® 90 10 11 �• - ZONE. REFERENCE FIRM PANEL 16027CO425F REVISED FEBRUARY 19, 2003. Z U is?, SW BLOCK 1 Lot 31 OPEN 2068 OPEN QUALIFIED ROAD CENTERLINE 0 3. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, ?4 SW BLOCK 1 Lot 32 OPEN 2123 DRIVEWAY ROLLED CURB/GUTTER AND SIDEWALK N45'26'50"W ti� �19 ` F` STREET LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET 0 z 1•76' `\ ems �\ 6's sw BLOCK 1 Lot 35 OPEN 11732 PATHWAY ASPHALT PATHWAY ADJACENT TO ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT S88'S2'12"E R9s _ _ _ - - _ - Off, SW BLOCK 2 Lot 1 OPEN 12791 COLLECTOR BUFFER QUALIFIED Li EXISTING EDGE OF PAVEMENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE 10 SW BLOCK 2 Lot 2 OPEN 5088 OPEN SPACE QUALIFIED (TEN) FEET ADJACENT TO THE REAR LOT LINE. EXCEPT AS OTHERWISE 50.71 `�\\ ��A 21 W. SUGAR PINE CT. \ NEW EDGE OF PAVEMENT SHOWN, THERE SHALL BE A 5 (FIVE) FOOT PUBLIC UTILTY, IRRIGATION AND SW BLOCK 2 Lot 15 OPEN 3254 OPEN NOT QUALIFIED•� Q LOT NUMBER LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT LINE NOT ADJACENT TO A�\ �� SW BLOCK 3 Lot 1 OPEN 9591 OPEN QUALIFIED 6,500sf PUBLIC STREET. LOT AREA e ® \ SW BLOCK 3 Lot 2 OPEN 5199 DRAINAGE NOT QUALIFIED 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE W. NEWLAND ST. \ ��,2 ® �� BLOCK 7 BLOCK NUMBER > z 00 © ® SW BLOCK 4 Lot 1 OPEN 2120 COMMON NOT QUALIFIED APPLICABLE STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT. P/L 47'-0" PAL N48'32'21"W ti,� FLOW ARROW e W �` SW BLOCK 4 Lot 3 OPEN 312 COMMON NOT QUALIFIED 101.97 , yc� gyp W. ASHTON DR. STREET NAME 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH O SW BLOCK 4 Lot 4 OPEN 274 COMMON NOT QUALIFIED 7'-0°° 33'-0" 7'-0°° \ `, 3 1p 31 LOT. ALL LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF tiF ® ® ® ® �` SW BLOCK 4 Lot 5 OPEN 5586 OPEN QUALIFIED THE SETTLERS IRRIGATION DISTRICT. \ \��� 9• ® \ SW BLOCK 4 Lot 6 OPEN 9720 DRAINAGE NOT QUALIFIED -0"5'-0' 16'-6" 16'-6" 5'-0" '-o' \ 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SURFACE DRAINAGE SW BLOCK 1 SW BLOCK 1 �� SW BLOCK 4 Lot 13 OPEN 4028 COMMON NOT QUALIFIED PONDS AND SUBSURFACE INFILTRATION FACILITIES AS APPROVED BY ACHD. 14'-6" 14'-6" _ •� SURVEY LEGEND 0 _ _ _ _ _ _ 7. COMMON LOTS ARE TO BE OWNED AND MAINTAINED BY THE SUBDIVISION \ N88'S1'42"W 675.22' FOUND ALUMINUM CAP HOMEOWNERS ASSOCIATION OR IT'S ASSIGNS. I SLOPE 2.00% SLOPE 2,00% ` J 1 UNION PACIFIC RAILROAD CALCULATED 8. EXISTING STRUCTURES EXCEPT AS NOTED WILL BE REMOVED PRIOR TO I I 1 I O FOUND 5TED POINT W IRON PIN DEVELOPMENT OF THE PHASE CONTAINING THE STRUCTURE. 4" - 3/4" MINUS CONCRETE 0 CRUSHED GRAVEL CL SIDEWALK (TYP.) -- -- -- PROPERTY BOUNDARY LINE z > 2 1/2" ASPHALT GRAVEL CRUSHED REQUIIRED) SECTION LINE o W PAVEMENT --- - -- 47' RIGHT-OF-WAY STANDARD ROLLED OR 6" VERTICAL DEVELOPMENT FEATURES PARKINGIL CURTYPICAL STREET SECTION PLANS B & GUTTER (TYP.) AS PER Q APARTMENTS NOT TO SCALE 10" - 6" MINUS PIT RUN ACREAGE OPEN SPACE REQUIRED SPACES: ZONING OWNERS DEVELOPER 0 -54 1 BR x 1.5=81 EXISTING- RUT, R-1 & R-15 JENSEN LIVING TRUST 10/26/2017 TRILOGY DEVELOPMENT, INC. TOTAL PARCEL-35.72 ACRES UDC 11-3G - NW-8.36 ACRES 10%OPEN SPACE FOR PROJECTS>5 ACRES - 162 2BR x 2 324 PROPOSED-R-8&R-15 (MIXED USE) 3720 W PINE AVE 9839 W CABLE CAR ST o SW- 14.62 ACRES OPEN SPACE REQUIRED FOR PROJECT - PARKING FOR CLUBHOUSE =6 MERIDIAN, ID 83642 BOISE, ID 83709 It NE- 12.74 ACRES (35.72* 10%)- 3.57 ACRES - HCAP SPACES-35= 12 SPACES SEWAGE DISPOSAL r� VIPER INVESTMENTS LLC ENGINEER USES TOTAL PROVIDED-5.74 ACRES- 16.1% J V MERIDIAN CITY SEWER TOTAL REQUIRED 411 1977 E OVERLAND RD SFR-22.98 DAVID A. BAILEY, P.E. ROW MERIDIAN ID 83642 O MULTI-FAMILY- 12.74 UDC 11-4-3-27 B.3. BAILEY ENGINEERING, INC. 0 25'-0" 25'-0" PROVIDED SPACES-429 WATER SUPPLY REQUIRED-80 SF OF PRIVATE USEABLE OPEN 1119 E. STATE ST., SUITE 210 x -COVERED SPACES-216 SCHWEIGER GARY AND JUDITH 18'-0" 18'-0" SPACE PER UNIT MERIDIAN CITY WATER EAGLE, ID 83616 LOTS -207 STANDARD TRUST SIDEWALK SIDEWALK TOTAL LOTS- 125 216 UNITS*80 SF= 17,280 SF -9 HANDICAP SPACES 3515 W PINE AVE EASEMENT BIORETENTION SWALE EASEMENT PROVIDED->85 SF PER UNIT CITY PLANNER/CONTACT _ BIORETENTION SWALE TOTAL DWELLING UNITS-291 - UNCOVERED SPACES-213 MERIDIAN, ID 83642 1'-0" 216 UNITS�85= 18,360 SF MERIDIAN CITY JANE SUGGS 0 5'-0" 1'-0" 7'-0" 7'-0" 5'-0" 1'-0" BUILDABLE RESIDENTIAL-75 (3 EXISTING) BIKE PARKING REQUIRED: 17 SPACES GRS INVESTMENTS GEM STATE PLANNING, LLC 1.75% 1.75% UDC 11-4-3-27 C. 9840 W. OVERLAND RD., SUITE 120 f 0.25% f 0.25% APARTMENT-9 LOTS-216 UNITS REQUIRED COMMON AREA SCHOOL DISTRICT 3515 W PINE AVE �i BOISE, ID 83709 COMMON LOTS-41 MERIDIAN, ID 83642 UNITS UP TO 1200 SF SIZE WEST ADA 208-602-6941 \\�\�/�� \\i\\\�\\�\\�\�. =250 SF PER UNIT \\\\ i \ // 4» 0 F -3/4" BASE///../ // 4" OF -3 4" BASE /�� DENSITY TOTAL REQUIRED CASEY PINE AVE / ��� �,/�./�\ /�,, ,� ��,,. FIRE DISTRICT 3513 W PINE AV 6" VERTICAL 6" VERTICAL OVERALL DENSITY DU/ACRE- 8.15 216 UNITS'250 SF-54,000 SF DATE: 5' WIDE 5" THICK CONCRETE MERIDIAN MERIDIAN, ID 83642 11-11-2020 5' WIDE 5" THICK CONCRETE CURB ACHD SD CURB ACHD SD NW BLOCK-28 SFR UNITS 3.35/ACRE ( ( SIDEWALK (ACHD SD 709) SIDEWALK (ACHD SD 709) 701) SW BLOCK-47 SFR UNITS 3.21/ACRE PROVIDED COMMON AREA PROJECT: SIDEWALK ELEVATION TO MATCH � 701) SIDEWALK ELEVATION TO MATCH C2019-013 GUTTER FLO ELEVATION ILINE (SPOT 50 RIGHT-OF-WAY GUTTER FLOWLINE (SPOT NE BLOCK- 216 UNITS 16.95/ACRE TOTAL PROVIDED-69,123 SF IRRIGATION DISTRICT ELEVATIONS SHOWN IN PLAN VIEW) TYPICAL PINE AVE SECTION ELEVATIONS SHOWN IN PLAN VIEW) NAMPA MERIDIAN IRRIGATION DISTRICT 80 0 40 80 160 NOT TO SCALE SCALE IN FEET [rp p . ti 1" = 80' z O r/ °J 1= U o az� = 0 M Q z co w aD Eg ct w ~ .` o rn cn owe N�o S65'24'02"E PRELIMINARY PLAT FOR = W N O 49.70' ' " FOXCROFT SUBDIVISION '� Z ~ � owz� N893458 E Z 1 --- - N ---- ------------------------------------------------------------------------ - - -------------- ---L 23.00' -2554- S89'37'19"E 765.14'- ---_ 321, =S85 26.2 �N = c� 12 W Z o \ Q34 22'61 -pf= \� ���\\\ W `q 30' 13'286 s 54 21' 4 ' \�\\ z �� Z NW BLOCK I1 � � � W a o \ 13 N 15 16 17 18 20 21 1 1 � V w \ 10 11,415 sf 14 19 ` �j. \5,626 � 4,408 4,400 +.4!_i0 4,376 � � I 14,224 sf 5,762 6,667 7,115 y 8,040 5,746 \ •40\�\\ �pNAL F \\ C64 25' 40' 40' 1 E C114 75' 59 Eno QQ _ b)h jrfi W. DOV/ER DR. N 6,027 \ \ <v r g1' ow 3,5231 f \\ o . �• \ U I �\\ 15,947 � \\S6'��\�\ M `� ��ID \ ® � /24 • ul� I S E \\ O 5,600 20 ^ \ 3 �\ CHECKED BY: w nl 4,393 0 iQ a 4148� \ \ \ \ 1 r`q\ \ DAVID A. BAILEY P.E. : g2 \ 110' 3 , sf \\\ DRAWN BY: O O o \ v 3 g W \ 25 \ \ \ \ \\ 2 \�\\�\�� DAB U C7 5,474 4 4n0 ^ ® 26,945 o- 1 m 4,400 V 110 I \ 16,215 2 11� 15,476 sf 110' I� V _ \ \ O 47'195 sf 6 Z ® a 01� n \ \ O 4,400 4110'0 5,500� \� O -- 44n0 N� 5O o� 4i4 0 11Q 14 � 28n I 1 I I © \ -n 4t10 0 a a.�ys I u, 6,918 5,813 O9 \ I \ \\ I \ d\ c, 4141 p �i111 o� C\2o 4, 3 sf I 17,318 I \� \ 05 S50'13'S9"E a 16,464 66' t°' 1� 18 S 22. , �. y� f \ /1U1�✓/1 33' I _ / / \ U)I I Z 27,126 aT. 2oa' J ACHD SLOP EASEMENT i • - - - � INST. N0. 1 061 41 329 - - - � o EXISTING /� 1,708 sf 6,607 6,631 7,589 o I I - - - - - J . . . _ ' I ao 120.0 SEWE EASEMENT I� 15 �' i. 9,2 0 sf 3 x m I INST. NO. 112023311 HOME TO / 4,1os sf REMAIN + MIW / I L - 7,241 1 '- 16,402 � 1 0' ----- -\ ^IQ __ _ _ _ _ _ _ _ _ J L _ J � I POWER LINEEASEMENT • 141' 42' 55' 8' 203' - - - - - - - - - "iil INST. NO. 102001859 a 204' N89'36'02"W 1 34 \� 57 sfaz _00 3,652 sf T ------- _ 25,452 sf ui 2565 EGR N89'36'02"W 434.64' � �- - - - ----- - - - _ R \ \ -= EGR W (AVE. N89'36'02"W 388. ' " - - ----�Gr� ------------L-- -T0 TO EGRP . \ EGR ----� �----EXIST._SIDEWALK-- --- - �- ------ ------------------------ ----------------------- --- - - ---------------- --_ ----- - --------- I------- ---- --------- - EP w I. /*I -- -` -� ---- R --- ----EGR---- -"bF£=- -�-� - ---- --------- ---- EGR-- ---- - '� L -€ EGR EGR EGR ----LI----- ----------- LID ---� S52'35'07"W 12,7 Z I , w III 71.76 > �Q ��II Q a ACHD PERMANENT 3 2 .SSW LOCK 2 .: lii o JI I EASEMENT INST. NO. W 5,590 sf I p o �Q I 2017-004324 vo �? 5,088 sf / Q 4A 0-o ® / Is o © � F 0 15 %j II 2 p w I ro \ o I 6 �f4,132 4,095 4,095 4,095 � 4O � ® M lCtl 04 1 Q N 1 1 12 M 13 04 14 N3,254 sf• J It it O� / 4 454 � 4 401 - O O O Id EGRESS/INGRESS Of O N 4,365 ^ 4,433 4,436 4,403 4,355 O N r G I EASEMENT INST. o o N Curve Table Curve Table Curve Table CL p 4,810 �� / / j NO. 7825065 & N v_N 39' 39' ClALLEY40 I �� 7838657 O Curve # Radius Length Chord Bearing Delta Curve # Radius Length Chord Bearing Delta Curve # Radius Length Chord Bearing Delta zo 0 O �- -�- - - -N- - - �� I Z ��' O co C1 100.00 9.99 9.99 S03'15'43"W 5'43'30" C39 123.50 11.07 11.06 S43'16'10"W 5'08'06" C92 323.50 83.48 83.25 S54'17'18"E 14'47'09" o A� C144 145 25' 25 C1 34' 34' 1g' C153 4,306 Ro \\ 1�'�a j C2 60.00 87.01 79.59 S47'40'13"W 83'05'29" C40 19.27 0.00 0.00 S45'S0'13"W O'00'03" C93 76.50 56.03 54.79 S67'S2'42"E 41'S7'S8" o C3 100.00 8.13 8.13 N88'27'18"W 4'39'29" C41 123.50 32.10 32.01 S53'16'58"W 14'53'29" C94 55.00 99.38 86.40 N85'21'53"E 103'31'31" N 4,124 0 9,591 sf �Y �� 1 ap C4 50.00 79.26 71.22 N45'20'58"W 90'49'32" C42 76.50 19.88 19.83 N53'16'58"E 14'53'29" C95 202.00 70.31 69.95 S10'22'13"W 19'56'30" N o N r '� 2,120 sf'N C5 50.00 62.61 58.60 N35'56'04"E 71'44'33" C43 576.50 29.11 29.11 S32'52'12"E 2'53'35" C97 32.00 12.94 12.85 N78'00'56"W 23'10'12" W o N N22'44'42"W` 10 N� O 105' IC3 83' -----C34 �� 79' I O n u Z O 7 �� 312 sf - - - r_ _ 7 C6 100.00 52.71 52.10 S33'17 41"E 30*12'04" C44 76.50 6.86 6.85 N43'16 10'E 5'08'07' C98 58.00 10.48 10.47 N70'50 38 W 8'49 35 J ---- - / 83.44' 4,400 moo. �� 4 18' WIDE ;---- N 11� -p 2 ,� 74 sf I CONCRETES I C7 100.00 53.99 53.34 S32'55'37"E 30'56'12" C45 323.50 65.01 64.90 S28'33'32"E 11'30'53" C99 68.00 17.02 16.98 N82'25'44"W 14'20'37" - � U�O 5,199 sf \ / ' DRIVEWAY-- i I C8 50.00 93.11 80.23 S35'53'22"W 106'41'47" C46 76.50 27.30 27.16 S33'01'30"E 20'26'48" C103 63.00 25.23 25.07 N11'52'28"E 22'57'00" // ® I W 4,665 moo- �G� EXISTING - C9 100.00 32.45 32.31 S08'53'51"E 18'35'37" C52 26.50 31.43 29.62 N56'47'00"W 6T5T29" C104 13.00 5.21 5.17 S78'07'32"E 22'5T00" N r 9 / (HOME TO ---- I \ N19.21'27"W \ / 11 \ C10 100.00 51.79 51.21 S14'26'10"E 29*40'16" C53 26.50 10.58 10.51 N11'22'14"W 22'52'03" C105 63.00 14.58 14.55 N07'01'51"E 13*15'46" �� � � / • ' .. ,, REMAIN � i _� i A _ 94.89' 2 ---moo- -- -- -j+ v --- / I C11 100.00 92.80 89.51 S67'17'16"W 53*10'20" C54 26.50 33.18 31.06 N35'56'04"E 71'44'33" C106 120.50 31.78 31.69 S07'57'21"W 15'06'47" ' � 4,803 j761,459 \ aO3 I - _a�3 i �I 60 0 30 60 120 C12 100.00 8.96 8.96 S43'16'10"W 5'08'07" C55 123.50 31.67 31.58 S41'02'58"E 14'41'30" C107 176.00 120.85 118.49 S37'07'47"E 39'20'32" 10 I �� �,� I SCALE IN FEET C13 100.00 25.99 25.92 S53'16 58 W 14'53'29" C56 76.50 41.31 40.81 S32'55 37 E 30'56 12" C108 76.50 65.15 63.20 N23'59 53 W 48'47'41 n 10.0' IDAHO ` \ 5,180 �i��\ o cj �I C14 36.00 37.16 35.53 N60'01'53"W 59'08'19" C57 26.50 49.35 42.52 S35'53'22"W 106'41'47" C109 123.50 3.18 3.18 N47'39'24"W 1'28'39" e L PLAT LEGEND POWE EASEMENT �'0 5,586 sf 1s4' C15 36.00 18.64 18.44 S75'33'S0"W 29'40'16" C58 123.50 52.75 52.35 N34'40'S6"W 24'28'17" C110 73.50 30.21 30.00 N06'48'S6"E 23'33'05" I j INST. N 8654651 1 1 �, ----------- I I > Z PROPOSED FIRE HYDRANT 5,218 ��\�� \ Ir-----li EGR MII C16 123.50 19.69 19.67 N45'16'11"E 9'08'09" C59 123.50 10.75 10.75 N19'57'09"W 4*59'16" C111 73.50 19.35 19.29 N26'07'58"E 15'04'59" STREET LIGHT N25'23'24"W` e -\��� \ \ ' I I --- L� C17 123.50 12.34 12.33 S03'15'43"W 5'43'30" C63 73.50 16.03 16.00 N11'12'34"W 12'29'54" C112 73.50 25.87 25.74 N43'45'28"E 20'09'59" e I , I 2726 125.16' - 12 /�� �ro 1 o C18 83.48 121.06 110.73 S47'39'30"W 83'05'29" C64 73.50 15.20 15.17 N83*18'54"E 11'50'43" C113 73.50 30.21 30.00 N65'37'00"E 23'33'05" �y EXISTING CONTOUR 4,925 �� \ �G\ / N �% C19 600.00 52.83 52.81 S31'47'38"E 5'02'41" C72 73.50 37.24 36.84 S42'59'55"W 29'01'39" C114 73.50 17.38 17.34 S83'59'23"E 13'32'41" RIGHT-OF-WAY LINE ` � - '� � \ I I � I------, LOT LINE 13 7 i \ C20 300.00 60.29 60.19 S28.33 32 E 11'30 53' C73 55.00 0.01 0.01 S42'52 02'E 0'00'39' C115 73.50 30.19 29.98 S65'27 03 E 23'32'00" � 38,892 C21 100.00 67.86 66.56 S42'14'29"E 38'52'47" C74 55.00 99.57 86.52 S09'00'03"W 103'43'32" C116 73.50 19.60 19.55 S46'02'35"E 15*16'57" �R� GRAVITY IRRIGATION LINE ,�o� \ �� ��\ �, - - - - I � � ' " \` EXISTING Iv G J C22 300.00 77.42 77.20 S54'17'18"E 14'47'09" C75 55.00 16.22 16.16 S69'18'38"W 16'53'39" C117 73.50 33.50 33.21 S25'20'38"E 26'06'56" 5 5 EXISTING SEWER LINE N39 20 28 W\ 14 0 100.02' 1 HOME TO I EAST BOUNDARY IDAHO C23 100.00 73.24 71.62 S6T52'42"E 41'57'58" C76 55.00 15.12 15.07 S85'37'54"W 15'44'53" C118 73.50 15.84 15.81 S06'06'41"E 12'20'58" \ J S S PROPOSED SEWER LINE 4,352� � 6 I REMAIN -i � \ POWER BLANKET EASEMENT \ 9,72o sf - INST.NO. 775256 C24 50.00 20.22 20.08 N78'00'56"W 23'10'12" C77 55.00 52.96 50.94 N58'54'35"W 55*10'08" C119 73.50 36.46 36.09 S14*16'27"W 28*25'17" l W �< EXISTING WATER LINE � R'' � �� °8•� 22 I �� \ °� ��\ �� °82 . J \ , / C25 50.00 20.22 20.08 N78'00'56"W 23*1 O'12" C78 123.50 3.60 3.60 N88'01'35"W 1*40'13" C120 73.50 18.34 18.29 S64'39'33"W 14*17'37" W W W PROPOSED WATER LINE - 1 �� ` 77' 40' 40 ---- -- -------0' C26 50.00 22.48 22.29 N76'43'22"W 25*45'19" C79 123.50 54.95 54.50 N74'26'39"W 25*29'38" C121 123.50 6.65 6.65 S01*08'33"E 3*05'03" P P PRESSURE IRRIGATION LINE � ss,1s9 sf 16 � � 08 � ao' o >. 4,369 ,moo � N C27 50.00 22.48 22.29 N76'43'22"W 25'45 19 C80 123.50 31.91 31.82 N54'17'47'W 14'48 07 C122 76.50 7.64 7.64 NO3'15 43 E 5'43 30 STORM DRAIN LINE N39'43'48"W ` 17 `�, , SW BLOCK 4 / C28 165.00 66.09 65.65 S11'52'27"W 22'56'58" C81 276.50 20.47 20.46 N49'00'58"W 4*14'30" C130 76.50 39.62 39.17 S14'26'10"E 29'40'16" W - ROAD CENTERLINE 89.05 `�• 4,123 6` ��? ' o o g o 1 p o s C29 100.00 40.05 39.79 S11'52'27"W 22'56'58" C82 276.50 40.47 40., N55'19'50"W 8'23'13" C133 48.36 3.87 3.87 N611327E 4'35'15" i� ROLLED CURB/GUTTER AND SIDEWALK 18 7,1„ O 2 O 11 0 0 12 13 x IL C30 100.00 40.06 39.79 S11'52'28"W 22'57'00" C83 123.50 34.99 34.88 N53'33'51"W 16'14'02" C134 48.36 22.64 22.43 N76'55'52"E 26'49'35" 4,247 i� ��, 4,191 4,166 4,121 4,028 sf ��. ASPHALT PATHWAY " \ °�� \' N ®0�4 C31 50.00 20.03 19.89 S78'07'32"E 22'57'00" C84 123.50 29.20 29.13 N38'40'24"W 13'32'51" C140 48.22 36.83 35.94 S67'39'09"E 43'45'37" FP FP EXISTING EDGE OF PAVEMENT N45 26 50 W R 19 \ fit. . , „ , „ . , „ . , „ 0 1.76 \ �tig ° / 4,252' A cs a+ C32 100.00 40.06 39.79 S11'52'28"W 22 57 00 C85 123.50 19.61 19.59 N27'21'02"W 9'05 53 C141 48.22 15.22 15.15 S36 43 50 E 18 05 00 NEW EDGE OF PAVEMENT �\\ �S\ .d° AM' ao' ao 30' ao' I S� o \ \�20 \cgs Q�, C33 24.20 26.97 25.59 N57'40'15"W 63'51'34" C86 123.50 39.61 39.44 N20'05'03"W 18'22'30" C143 123.50 9.52 9.52 N71'26'47"E 4'24'57" Q LOT NUMBER " ` `� Res °' ' 4,252 ; \ �- �a C34 83.48 0.03 0.03 S89'12'57"W O'01'26" C87 123.50 24.35 24.31 N05'14'55"W 11*17'46" C144 123.50 34.51 34.40 N81'39'36"E 16'00'40" S88 5212E �y -�'� °� c8o - _ _ gas'_ _ _ _ J s,soosf LOT AREA 50.71 p �� ' �21 I� SUGAR PINE CT. C35 24.82 13.90 13.72 S74'01'50"W 32'05'22" C88 241.00 83.26 82.84 N27'21'20"W 19'47'38" C145 123.50 9.07 9.07 S88'13'49"E 4*12'31" U BLOCK 7 BLOCK NUMBER O \OP�'�6`°��h \ .��' �°� 4,252 cis s' to 70' 70' w C36 123.50 10.04 10.04 N88'2T18"W 4'39'29" C89 241.00 30.07 30.05 N40'49'38"W T08'S8" C148 76.50 6.86 6.85 S88'41'37"E 5'08'07" O 78 � 10'10' 15' �3 N Vn �� w x FLOW ARROW �k.��0 ` ��\ \ 3 22 I ` C37 76.50 35.50 35.18 S80'34'51°W 26'3510" C90 241.00 52.15 52.05 N50'36'05°W 12'23'56" C153 41.00 15.35 15.26 N78'00'52"E 21'26'55' W. ASHTON DR. STREET NAME �� �F� ,cam _ II c�i C38 76.50 35.50 35.18 S53'59 41 W 26'35 10 C91 76.50 24.61 �24.511 S52'27 53 E 18'25 59 C154 41.00 43.77 41.72 N36'42 26 E 61'09 57 � 27 m m 33 - �, �, O O O 0 � �� i \9,132 6,577 6,577 30 m 11,769 �Co�'c„��' °o v SW�L CK / 5,502 L 15.0' 'v. SURVEY LEGEND `� EGRESS/INGf '32-21"W y9� ---- 108' 1 `°1 7co EASEMENT INST. 101.97 ' \ \y '9,AO ' I \ \ 70 70 31 32 J62' NO. 8806507 �� \ \ O ` FOUND ALUMINUM CAP \ 3s �0 \ 2,068 sf \ DATE: � � 2,123 sf � 11-11-2020 O FOUND 5/8" IRON PIN 10.0' IDAHO �Ss y I 25 28 29 34 PROJECT: POWER EASEMENT \� 8,276 \6,940 6,94o J \ O C2019 013 6,94u A. CALCULATED POINT INST. N0. 8654651 \ \ >>� / 35 �14,881 SHEET ' 78' 80• 1 1,732 sf / PROPERTY BOUNDARY LINE \� � 80 80 235' -- SECTION LINE XPP - 2 N88'51'42"W 675.22' Z Z O ■ ce) E LD F- v p o 0 F � Q Z f o Cad w guj rn (D 8' PVC INV=2552.75' Q o w w w zo"� V N 12" ADS INV=2550.88' o l I N w N rn W 12" ADS INV=2554.22' r`fi N O 0 N N W ■� Z � ss -- _ _ _ CONCEPTUAL ENGINEERING FOR Z CID -----------X----�--------- X _ _ ___ _ _ _ X \ X x X X X X X Tl1R X X X _ X z —2554— — 8 _ _ _ — _ _ �SSMH Al EX SI TING— ' _ � FOXCROFT SUBDIVISION a �\ —_z 12" CMP INV=2555.79' �'M ■ — � 550 x ( N �_ `� \\ 12" RCP INV=2556.71 ��o� = C'3 2 554= TO "s \\� \\ I \\ N Lu \ 1 : > I PI PI_PI P W \\ \\ TOe % % I PI PI P1 W � 1 s \ �� Z WNW BLOCK 11 � ossMA3 W un\ -� w SSMH A4 ,, y fp pf ' \ b $ So \ � \ f p p/ p \\ 1 _W. Ol/ER DR. -\ d 9 P/ p/p ;If Z 1 8 s PPP / r \ 5 P/p p/F < // P O$ SSMH A7 > P p /P/ < //� , / P P/ SSMH A8 ,� H A5 2�4 �I f P/p� f / PfP q � pfp` s yb ?ter / P/p\ P/ p/ \ // ; Z -I r P Pf P/ �\ '/" p P/p//j/�so��. ./ Pi E;✓ 8 v v \ \\\\�A \� \\ �� CHECKED BY: I III, y� / f / / / Pf x� ` \ 7- / IP�P/ cj v �� A\ \ \ \ \ O I \\ P/p r P/P/ 1 P/P ���� p \\ ,/a ' \\ 2 \\\\\\ \\ $�� DAVID A. BAILEY P.E. f P/p\� \ P/p w �P/P \ / \1��. r°\\\� \\\ _ � \�o .....`. . . \\\ \\\\\ \ DRAWN WN BY:D PfP/p x w f \` Z NE BLOCK\ 1 P� / P/ I \ /s 5 \ i P / \P \ \ d P -P+--+-P++-+Jr l P P+ PP P P p1 P/P P 6 / VLl P 1p� J q. ] ] � r / 4 ' SSMH A9 \ SD - - - - - - I � o o i °• P _P �_P_ PfP/ X\w �P \ o c�� \ \\�\ \\� I \ Q \ al m m m m m I p o 01 I P F--__ 16 o V ` I I I P o y \ ` PT PI PT pl PT PI PT P P PT PI PT PI PT P r X X X w/ I = == =� = - - 1 = =� = I I I j\ I 1 I P __P P_ /p --I— \ .. P ` SSMH B 1 _ + j + + / I I r__ i p I f p : .. I/ \ G [�� T/TT/� all PI PI PI PI PI PI PIP Py pl PI pi, pl PIp P CLUBHOUSE/ I u I I --P-I--- I I \ \ P/ f P \\ \\\\\ \ \\\\ I II \ \ \ \ s V O � r-rr-T-rr-r I`Z—r1—T—r7—r ° I OFFICE O \\ \ \ (l/11/� - _ m m SD—SD- m I f x i I P r'-I 3 F P_ _ . . . � f Pj P1 � \ pf p/ 2 Z I _ I I \ / \ pf \ � � I I I I P—t _I—P P—� I P P p w / P \ c/ � \ \. .'... I I P 1 —r ley I P/ �\ o I I I I I I I I U1/ SSMH B2 P� P� PI PI PI PI PI PI PI PIP �'���Ib�P P P� P P�P 3 r7n ° P 51 I—P JII P I I \ p fP V cy 6 II \ o \ x� \� Z y� -- ' -- - I L�% a --, NE BLOCK 1 I f \ P o I o �+ �� \\Q \ \ ❑ \I J -1U1/��1 I i •;. : I I /w p S92 p I P 6.0' P P' I I --+ —k- I P/p/ P/ \ PRESSURE o. 71— P I ���� IP TI -I_P 1 -I 3 P Ia P/ p �� w �`�`p/ P/ c\ IRRIGATION ii ACHD SLOPE EASEMENT PINST. NO. 106141329 P P -------- „ A\ PUMP I 3 II y I I _ 3 - _ I P p III p P P/ �� �`�y\ QfP/ ° ° \ _ • II !� 31 o r l- I I I �I P -T-- a I t -71r'-I- I I' - _ f , P ��ri \w +f pf p/ STATfON I < m SEWER SERVICES FROM EXISTING' \- I L- L J P I _LP 4I_ P_J I P I r c] o \f P/ P P �fi�\X pf p/ ' ° I I 20.0 SEWER EASEMENT \ EXISTING \ } ' MAIN (TO MEET PLUMBING CODE) --� I p p I 3 P - � ���, f ��\ p( I _ g ��� � E E T M � I I I � � I ' 3 m1 I i IIiI INST. N0. 112023311 \ \ s HOME TO / / o �� I E3 --1 ---w w w — �� �__ r, I P �b _LL 19 � � / 1 2 PI PI PI PIP Q I o1 ' f P - -----sa r- - _.I I ¢� E� n \��6� a I I I I III REMAIN I w 3 / d III 1.0' \ \ C1J , .. T v I ---- �� Y�L'1 P l — — \ ,;SSMH B I L _ _ _ _ _ _ _ _ _ _ _ J P �iP\IPIP I rLtl / (/ P/ ��k - I I POWER LINE EASEMENT ------ ----\ i a I I ------ Q' L - - Y / P/p/ n56 � - - II I III /// \ L————————————————————\' PI PI PI I I PI PI PI PI PI PI PI PI PI PI PI PI PI I IPI I III INST. NO. 102001859 PI PI PI PI PI PI I PI PI PI PI PI PI_____ PI PI PI PI I PI PI pl PI PI I I ... ..R, ^ I I IRR I - _ IRR�-6'L': 6'C:- .... .... ... ... NC! I rIR IRR IRR WR 4 ---� / oP E EGR w ww w — wW s w T �—w w TG w -0 �—w w w w w w w w w w W. 2565 3 All _ _ --SII� — W—WW W W w .. ••W W \I \ I \ \ \ 02 BDr— — _ — =�o`� — _ — _ — —TOE — Ec-R — EGR Fri EGR— EGR ` W PINE A VE. I a es�— I 41.98' ----y ----EXIST.-SIDEWALK- -- ------ 3 ----------------- ---- --------- - ---- ----- ----- ----- ----- -- ----- ---�f \ - EGR EGR EGR _ _EP I ----LI----- '` " ° .. —�-----�7--- �---_— X X— — ------ — ---- 9i — ----- ----E -- ------ _ --•--� — ---- EGR EGR R f---------- -- \\\ I li — — --/� - — X X X -X X -- ------ ---- -------- ��X EGR \\. lmIII I I cfl ---- IRR I I— 12r CMP INV=2556.15 PI PI PI PI I % w I a-wQ SW LOCK 2 \� o ACHD PERMANE o EASEMENT INST. NO. ` Jil J p 2017-004324 \ \ � UA; I d o \ \\ \ SSMH 64 o ® 0 © - 15 II Q� - .::.. \ s ��� 0 ® O9 10 11 1� 13 14 I " a Fh 0 o ® \ Iq EGRESS/INGRESSIN I EASEMENT INST. o o N L N I M Parcel Table Parcel Table NO. 7825065 & N 7838657 Y w o —w o a • li aid o Lot Area Perimeter Description Lot Area Perimeter Description �o SMH C ZC/I m SSMH. C NE BLOCK 1 Lot 5 16464 566 24 UNIT APARTMENT SW BLOCK 1 Lot 10 5180 330 SFR ao \NGR�B 6�C� O \ \ SSM CL H 1 SSMH C2 i NE BLOCK 1 Lot 6 16918 574 24 UNIT APARTMENT SW BLOCK 1 Lot 11 5218 329 SFR w SSA a ScW BLO K 3 w w W o S� \ \\\\ \\\\\\\\ c '`\\ SSMH 65 0 GR� ND w w 15 \N O \ o �� - _ NE BLOCK 1 Lot 8 16215 568 24 UNIT APARTMENT SW BLOCK 1 Lot 12 4925 317 SFR p w o \\ vv� - - o SSMH C3 1 NE BLOCK 1 Lot 9 15947 566 24 UNIT APARTMENT SW BLOCK 1 Lot 13 4704 305 SFR N (14 o I \7-\ \�\ Y, O �P ° z; NE BLOCK 1 Lot 10 15746 560 24 UNIT APARTMENT SW BLOCK 1 Lot 14 4352 290 SFR N / _ L'-I O N � A \ \ �P, SSMH C4 --- 3 X I `18' WIDE X -X- NE BLOCK 1 Lot 13 17874 595 24 UNIT APARTMENT SW BLOCK 1 Lot 16 4369 285 SFR Er z o \ \\\\\ 1 \\\\\\\\ \\ o -04• \ O CONCRETES I NE BLOCK 1 Lot 15 17241 576 24 UNIT APARTMENT SW BLOCK 1 Lot 17 4123 286 SFR d / \� � 4 / I DRIVEWAY---'I � 'y NE BLOCK 1 Lot 17 17318 578 24 UNIT APARTMENT SW BLOCK 1 Lot 18 4247 292 SFR OEXISTING - IX I NE BLOCK 1 Lot 19 16402 568 24 UNIT APARTMENT SW BLOCK 1 Lot 19 4252 293 SFR z "' IHOME TO \ A A S NW BLOCK 1 Lot 3 27126 636 SFR SW BLOCK 1 Lot 20 4252 293 SFR \ c� REMAIN \ 1 0 z NW BLOCK 1 Lot 4 5813 339 SFR SW BLOCK 1 Lot 21 4252 293 SFR NW BLOCK 1 Lot 5 5502 320 SFR SW BLOCK 1 Lot 22 4756 306 SFR N e S L K ae3 i NW BLOCK 1 Lot 6 5500 320 SFR SW BLOCK 1 Lot 23 9132 387 SFR 1� V / NW BLOCK 1 Lot 7 5474 318 SFR SW BLOCK 1 Lot 24 8276 544 SFR n 10.0' IDAHO \ \\ \�� \\ -- `I���\ (5\ NW BLOCK 1 Lot 8 5600 325 SFR SW BLOCK 1 Lot 25 6940 498 SFR POWER EASEMENT ` \ \ � x r X X INST. NO. 8654651 PLAT LEGEND i \\ \\\\ \ �\� \\ \� �\\\� I , 11 � \ �\ �• `J� --- �}I--_________�I I I �--___11 ECR NW BLOCK 1 Lot 9 6027 370 SFR SW BLOCK 1 Lot 26 6577 328 SFR NW BLOCK 1 Lot 14 5626 323 SFR SW BLOCK 1 Lot 27 6577 328 SFR > Z K PROPOSED FIRE HYDRANT \ \ \\ e \ `� `� x\ X NW BLOCK 1 Lot 15 4408 302 SFR SW BLOCK 1 Lot 28 6940 498 SFR C✓+ STREET LIGHT NW BLOCK 1 Lot 16 4400 300 SFR SW BLOCK 1 Lot 29 6940 498 SFR EXISTING CONTOUR �\\\'L�\�\�\\ �° \ x \� \ �� SSMH B6 I N J i�111---- \ NW BLOCK 1 Lot 17 4400 300 SFR SW BLOCK 1 Lot 30 5502 307 SFR RIGHT-OF-WAY LINE \\\ \\\ \ X - - - x_ / \ NW BLOCK 1 Lot 18 4376 298 SFR SW BLOCK 1 Lot 33 11769 548 SFR � w I x ( , IIn 0. i x NW BLOCK 1 Lot 19 5762 329 SFR SW BLOCK 1 Lot 34 14881 576 SFR LOT LINE RR I— GRAVITY IRRIGATION LINE \ \-\� �\, 1 4 \ �\ ` \ �� s�� EXISTING 7 \ NW BLOCK 1 Lot 20 6667 376 SFR SW BLOCK 2 Lot 3 4132 294 SFR x + EAST BOUNDARY IDAHO \ \yo w \ HOME TO I EXISTING SEWER LINE ` \ \\\\\ � � \ - \ POWER BLANKET EASEMENT NW BLOCK 1 Lot 21 7115 358 SFR SW BLOCK 2 Lot 4 4095 288 SFR 0 REMAIN INST.NO. 775256 NW BLOCK 1 Lot 24 4409 302 SFR SW BLOCK 2 Lot 5 4095 288 SFR I 5 5 PROPOSED SEWER LINE �n J NW BLOCK 1 Lot 25 4400 300 SFR SW BLOCK 2 Lot 6 4095 288 SFR y EXISTING WATER LINE �\ �\ IN, --X- _ --------- W`� � � � ,gl, __- NW BLOCK 1 Lot 26 4400 300 SFR SW BLOCK 2 Lot 7 4025 301 SFR w w PROPOSED WATER LINE \ � . 16 � w I� NW BLOCK 1 Lot 27 4400 300 SFR SW BLOCK 2 Lot 8 4454 327 SFR PI PI PRESSURE IRRIGATION LINE \ �� - ��• ` `� . \� x I SW BLOCK 4 - NW BLOCK 1 Lot 28 4400 300 SFR SW BLOCK 2 Lot 9 4401 329 SFR \ 7 SD—so STORM DRAIN LINE ��� � SMH B+ '��� `� A `� NW BLOCK 1 Lot 29 4501 310 SFR SW BLOCK 2 Lot 10 4365 325 SFR ROAD CENTERLINE , ,, 18 �� O9 10 11 12 13 + NW BLOCK 1 Lot 31 7589 361 SFR SW BLOCK 2 Lot 11 4433 328 SFRIL ROLLED CURB/GUTTER AND SIDEWALK NW BLOCK 1 Lot 32 6631 352 SFR SW BLOCK 2 Lot 12 4436 329 SFR ASPHALT PATHWAY \ \ �� A\\\ \ \� } 19 i \ ' \ \ NW BLOCK 1 Lot 33 6607 342 SFR SW BLOCK 2 Lot 13 4403 327 SFR 0 EF EF EXISTING EDGE OF PAVEMENT NW BLOCK 2 Lot 2 4393 298 SFR SW BLOCK 2 Lot 14 4355 323 SFR \\ \\\ O MH B8 I ` NW BLOCK 2 Lot 3 4400 300 SFR SW BLOCK 4 Lot 2 61459 1108 SFR W w w w w NEW EDGE OF PAVEMENT \ •` \\ \I� L l x \ - - • .° 0, • • a •; • • o w \ - —�- - - - —� _ ` NW BLOCK 2 Lot 4 4400 300 SFR SW BLOCK 4 Lot 7 38892 1054 SFR Oi LOT NUMBER I �' / 00 ® NW BLOCK 2 Lot 5 4400 300 SFR SW BLOCK 4 Lot 8 7122 338 SFR 6,5005r LOT AREA \�P 0h �` U DO �PG'�hN I p� SW BLOCK 1 Lot 4 4810 292 SFR SW BLOCK 4 Lot 9 4217 291 SFR BLOCK 7 BLOCK NUMBER �F'��o �\ \i \ .`�\ 3 SMH B9 I ��` U 0 \ \\w ' SW BLOCK 1 Lot 5 4306 284 SFR SW BLOCK 4 Lot 10 4191 290 SFR f FLOW ARROW Q�S� ��� ` ��\\ \ \ \ 6 \\ \ I SSMH B10, 10 x J \\\ \ �\ SW BLOCK 1 Lot 6 4124 287 SFR SW BLOCK 4 Lot 11 4166 288 SFR W. ASHTON DR. STREET NAME \\\V9AN, ( \ SW BLOCK 1 Lot 7 4400 301 SFR SW BLOCK 4 Lot 12 4121 286 SFR � �`� \ \ O SW BLOCK 1 Lot 8 4665 313 SFR0 SW BLOCK 1 SURVEY LEGEND ���` 0 �L�� 15.0 A\ w \ \ 3 3 - rSW BLOCK 1 Lot 9 4803 320 SFR IL EGRESS/INGRESS `� \\ A PI PI % % PI— PI PI PI PI �� ` EASEMENT INST. �+ U Q5 FOUND ALUMINUM CAP NO. 8806507 \ DATE: FOUND 5/8" IRON PIN ' 11-11-2020 10.0 IDAHO \� �\\� \ \\� • \\ I 4 � \ \ 9 0 CALCULATED POINT \ �"9' I 4 \ PROJECT: POWER EASEMENT \ \\ _ C2019-013 __ __ __ \\\ \\\� \ ) 60 0 30 60 120 SHEET PROPERTY BOUNDARY LINE INST. NO. 8654651 P P' P' PI SCALE IN FEET _ SECTION LINE \ I :. . ... . \ :\ I PI PI PI .. ..... 1 ' 60' Q O U QN ♦ + O 0) SEWER LINE A PROFILE T W 2 ■ Z c 2580 2580 Z � g .- a_ W Z CA SSMH Al EXISTINGW � W D STA:2+00.00 Z v) RIM:2558. 5 'c t5 v W . 2570 INV IN:25 4.91 S 2570 W Q ° z -i U) o z w 5 wLU L0 o V'M co U) w z C� w "i q:Lo ��co� 30 3 z 14 c° n o En Nr- QN�NH SS H A5 cr° N am ^ N < `_ ^`n N + Lo z STA:5+77.85 Lq n�� r7 00 N a + � , a + LoZD � Qc�-o RIM:2556.46 � 6Lo cflr oN �n QOo 2NN 0 2NN-0 �>> �S�ONAL FNG N -zz INV IN:2546.90 S 0 �c.1? o NON o M N 4�0�`� ���sr'EFy Va - > tea » cncn �__ (0 "'zo Q � Lo(N < r?Lo = rn "'o N cni- _ cn � _ 2560 N - -- - _ IN OUT:2546.80 E » _ r- Nz = oo N o ui N > 2560 ^`II � N (nRZ NNQ_'K Z Pr II II CHECKED BY: IIDAVID A. BAILEY P.E. 2550 II 2550 DRAWN DAB ' II 154 LF 8" 165 LF 8" 56 LF 8" pVC ®0.62% „ 153 F 8" 2 LF „ PVC ®0. 2% PVC 0.42% 2 LF " PVC 0.42% PVC PVC ®0.42% V 3 I.F 8" PVC @0.42% 2540 2540 1 +50 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 1 1 +00 SEWER LINE B PROFILE 2580 2580 SSMFI B10 RIM:2567.25 3 INV OUT:2555 44 W 3 Ld ILL wI z 3 z co 2570 U Ld W �' Lc "' 2570 W Z O N m 00 N P7 M (D In Z N 00� 0) 't04 N ^ m 0) r- C4r7 N O 00 00 00 N O Lr (nZ Go �� M� � �m0� m + ON co4 u) m + coN U') _ U) a � > - 0M a)co N 0000 c'smo0� rn� m O mNl- N- z0 •• - N Q �> > __ = � N-O � a .. N � > m 't't 'N O ��N N OLf) m � � O+ONZO � NFrZ z ��� N � �» V) V) U) z / < r- + mND m NZ) 2c+0N O Qom» �� � (n (n0'ZZ Lo Z Z H _ + � N O = O m � > ZZ _ 2560 � � Nzzo N- Nam_ - N � _ - - - - - - - - --- J 2560 V) la- > >> N RZZ N FXZZ - V) (nRZZZ - _--- 299 LF 8" " 45 F 8' VC ®0.62 0 ---------- --------- 155 L 8 2550 „ 116 LF 8" PVC 0 .42% PVC 0.42% 127 LF 8" 10 LF 8" PVC 00.4 % 2550 CL Of 12 LF 8" PVC @0.42% Q_ „ 79 F 8 PVC 00.42% PVC ®0. 2% 255 LF PVC 0.42% a. o PVC @0.4 % a w U) a- N W 0 W Q N N o � N 2540 2540 wo' Z o 1 +50 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 1 1 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 VJ w U -1 0 Z _ e SEWER � NE C PROFILE (� 0 2580 SSMH C3 2580 � e � SSMH B5 SSMH C2 STA:4 24.61 n > Z STA:9+15. 2 TA:4+07.1 RIM:2 62.75 RIM:2560.7 RIM-2562. 1 INV I :2551 .64 E e W INV IN:255 .40 SE INV IN: 551.47 S INV UT:2551.5 NW 3 INV IN:255 .40 NE INV OU :2551.37 W Ld N U) a INV OUT:2 50.30 NW W N P7 n Lo N a, SSMH C5 0 `f)�N LL 2570 ``' Co M 0"' " 2570 W r,o "toM� , RIM 2564.47 = + Nzo 3: D 0 00 �Lo Lo = 't N Z NVV OUT:2 52 86 W N IN:2512.96 NE N z z 10 �N Ln � V) � -z -- w J N 2560 2560 W Q LL ......... ...... 0 49 LF 8" 222 LF 8' PVC ®0.62% n 2550 48 VC ®0.4 % 2550 L.L 4 PVC ®0. % VC 00.42 0 L39 LF 8" 13 LF 8" \_36 LF 8" PVC 0.42% W 0 PV @0.42% PVC 0.42% X 0 U J Z 0 - � 2540 2540 0 IL 1 +50 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 U DATE: 11-11-2020 60 0 30 60 120 PRo C2019-CT: 013 SCALE IN FEET SHEET 1 " = 60' VERTICAL SCALE: 1 "=6' LLPP -4A PARKING PROVIDED SPACES - 429 SINGLE FAMILY PARKING o M a co .s APARTMENTS - COVERED SPACES - 216 - EACH UNIT PROPOSED HAS 2 v o T - 207 STANDARD CAR ENCLOSED GARAGE _ z w REQUIRED SPACES: •� � 3 — — - 54 1 BR x 1 .5 = 81 - 9 HANDICAP SPACES MEETING CODE REQUIREMENTS OPEN SPACE AND PARKING Z - -��- --- - .._ } - za.-,_.-- - ----- - -,_,_,- -.,�:�.�.,�, �� ,�,-,,.,�,�,. aT - 162 2BR x 2 = 324 - UNCOVERED SPACES - 213 FOR 2 OFFSTREET PARKING PER EXHIBIT FOR '� a IIQ,/VVV \AA/VNIN -- - --------- - -------- - -------- - --------- -- ------- -- ------- -- --------- - --------------- -- ----- UNIT. — ---- - -1-=3G-3. B . 1 .e. 13,290 sf - -� PARKING FOR CLUBHOUSE = 6 � � - 91 ADDITIONAL PARKING FOXCROFT SUBDIVISION W � N 13,290sf 11 /�//////���� ems. - HCAP SPACES - 35 = 12 SPACES SPACES ARE IDENTIFIEDuj A. � AAAA AAA4� ON-STREET (1 .2/UNIT) THESE ARE z � � 0000 NW BLOCK 1 II -- - ;, /,j,, �g �.� TOTAL REQUIRED 411 W < o O/�j NOT INTENDED TO BE MARKED _ w W . I_. _ i� v .rt "''�. U I' i !% �. / O cry c� A AREA , AAA _j � � 11,14osf Sf . ON THE PUBLIC STREET BUT v w \ 1 / � ONLY AS AN ILLUSTRATION OF I -� 10, ..� //,/,/ � QUALIFI -..�_ REASONABLE PARKING NET OF NAL - osf \ \\ g C� �\ ��'� \STF - - f �°q ;._ y //�/, -�.,�� DRIVEWAYS AND OTHER �� �G RF e. 3, 3 s . < \\ !moo/ o a N � 8;"> AREA 7 OBSTRUCTIONS 9 3 523 sf _ /, i �� OF o �� �, s.�p'�- F5 v / \ Z Ispgc�s ,/ // _ � � \ /��_O��// - CHECKED BY: § 8 DAVID A BAILEY P.E. 12,126sf V Y 5 �\ \ `'- S(8� • ;- ✓ ' - s (ej cJc / ., O - �� DAB WN BY: P �� P C0l�p�• 4, Cl UAL I \ffvZ 6 II `' cc ` AS(8)! , `SP4�S(8 F% ', \ \\� r `� `� /,��i a A /' ••� ® P ��� zz\ OOOSp W � ; / ��, vvv �� / 47195sf ' ' v //� ° ' - I r n � AREA 2 � �..� � I ,, ; �°q�'04 AREA 4 ._ 4,350 sf _ i /� 8 095 sf 26,906 AAAAA AAAv\A p / �/ s f y �� ✓�i �„ /��� \ RE - - - - , I �I t 1 %� _ f � i I i `- i � C v � c v I; � (,3 i•.� I } VERED SPACES 8 ® � AAAAA p F FD _ - ___- - _ - 16 I � � I I I I ���CFS(8 7 1�,Cp � r� � V •, /���'a iI i COVERED SPACES (8� VERED SPACES(8)' I - - r ;f �p v v /���/ , � q� � � / QUALI �, IED DC COVERED SPACES(8 12 VERED SPACES T- ��' CLUBHOUSES I - - AREA 3 !�,_ �. rr. /Q/// 30 ;I ------ - - F c = - ; ;-� ---- �< r, _ ��� ���iioo 111-3G- . B . 1 .a. 7,339 sf I� �I I .- _ -. _-- I � v vvvv -a G� II I- --�- P P � I�I •,. (I-��C.O,VER,E•D- � E Ii -1.1� I -i P °� SPACES (8) 18 / AREA --- - - _ i II o I I o I I c I I w © AAAVVII I I _ r I I C7 C7 I IIW I I W I W I r U II F_ - - - - - - - - - - - � E, A 3,243 AAAAAA Sf o �� ! L_ J L: L �l_-r J j I -p�r, II �� ,�q S q S EXISTINGC � � I --- - - - ------- -- r o _ 7 �,(e�• ? _ (aj r- Z - - P ----------- \ Int n j 1_ - AAAHOME TO I� I�° C � � � 15 � � -� --- s I; 1 g V C7 C7 il._.___._._. _ --------- _. .-_-_----. _-_--_ ._ __ I _ I C§ O C<✓r3� C C� / -I REMAIN W II �� � �' ' -- ------ - --------- ---- �`` ' ti� i i �'--; _ 1 2 - -- � ' 7,339sf J 1 _11a I / i L ( -- --- -- — — — — J -- � ---- - _ � i - ; ------- ---' ---- v \A -----------r-- - - - - - - - - - - - � I i it _ � -'---- QUALI IED UDC 2,557sf 1 2 4 27,424sf � , � \ UALIFIED UDC I - � 11 3G-3. . �;106 s T —— —— —— —— — W. PINE A I/E. W. PINE A VE. �_---EXIST.—SIDEWALK-- It It I I v 5- 0, ----------- vvvv� \� 2,678sf 2 1 12,791 sf AAAA -— -- - LOC vv 1 08 s. , _ _ 2 — G—3dw. f LEGENDAAAA1a. � AAAAAAA �`.`, = - Q I Common Lots AAAA % 5,082 sf 3 4 5 6 15 W g \\ Q O O O O O O v I Lot Area Type ° J \ �`\ g g 10 11 1 13 14 I i QUALIFIED OPEN SPACE - 2.99 acres 8.4 /° MULTIFAMILY USEABLE 4 \ O O O O © O O NE BLOCK 1 Lot 1 OPEN 33478 TEN MILE STUB DRAIN ° P P v � \ Q QUALIFIED OPEN SPACE NATURAL - 2.75 acres 7.7/° OPEN SPACE w D_ AAA\\ NE BLOCK 1 Lot 2 OPEN 26945 REGIONAL PATHWAY — EASEMENT (0.58 ACRES OF 2.75 NEEDS COUNTED TO MEET 10%) UDC 11-4-3-27 C. Q % v Q I zo o_ O \ \ — 9 NE BLOCK 1 Lot 3 OPEN 4106 ARTERIAL BUFFER 1/2 QUALIFIED AREA S.F. F w Z UA E- NE BLOCK 1 Lot 4 OPEN 9260 OPEN QUALIFIED 4 350 \ ---- NON QUALIFIED COMMON LOTS AREA 1 W o \\ Q ---- o � _ � � � a NE BLOCK 1 Lot 7 OPEN 8060 DRAINAGE NOT QUALIFIED AREA 2 26,906 Q — _ _ _ _ _ _ / NE BLOCK 1 Lot 11 OPEN 14224 DRAINAGE NOT QUALIFIED 0 w N N �\ © 9,573sf P P P P P P NE BLOCK 1 Lot 12 OPEN 195448 DRIVE PARKING AREA 3 21 ,610 N o N 1 Q� a NE BLOCK 1 Lot 14 OPEN 8917 PATHWAY NOT QUALIFIED MULTI-FAMILY OPEN SPACE - 69,123 sf AREA 4 8,095 w d N N 0:: z o 0 /��/ 3 NE BLOCK 1 Lot 16 OPEN 26277 CLUBHOUSE AREA 5 3,243 % O Q (`Q' P 18' WIDE I — 1 '� O2 /P I CONCRETE ! NE BLOCK 1 Lot 18 OPEN 21610 OPEN QUALIFIED AREA 6 1655 Z � ASPHALT PATHWAY ` 1 Q \o \ % 4 DRIVEWAY NE BLOCK 1 Lot 20 OPEN 25452 COLLECTOR BUFFER QUALIFIED U g P AREA 7 1632 Q vvvv vvv O EXISTING I NW BLOCK 1 Lot 1 OPEN 2557 COLLECTOR BUFFER QUALIFIED \ P , AREA 8 1632 P HOME T REMAIN O tl NW BLOCK 1 Lot 2 OPEN 47195 TEN MILE CREEK Z � O p 1 NW BLOCK 1 Lot 10 OPEN 8040 DRAINAGE NOT QUALIFIED TOTAL 69,123 n _ ALIFIEDII 50,710sf G /P �C II NW BLOCK 1 Lot 11 OPEN 13286 REGIONAL PATHWAY QUALIFIED DEVELOPMENT FEATURES �Q II NW BLOCK 1 Lot 12 OPEN 22617 TEN MILE STUB DRAIN °vv 10 NW BLOCK 1 Lot 13 OPEN 11415 OPEN QUALIFIED-3 G-3. B . 1 .a. 5,5853�C BLOCK , ACREAGE � �.. " 0 II — — \ ` � 5 vvvII TOTAL PARCEL-35.72 ACRES.36 ACRES QUALIFIED UDC 11 3 G 3 . B . 1 .a . e PLAT LEGEND NW BLOCK 1 Lot 22 OPEN 2677 DRIVEWAY 5,585sf �I NW BLOCK 1 Lot 23 OPEN 3523 PATHWAY QUALIFIED SW- 184.62 ACRES Z OPEN SPACE N O DRAINAGE 50x 100 MIN > Z PROPOSED FIRE HYDRANT � \ 160 0 30 60 120 NE- 12.74 ACRES Q \ II NW BLOCK 1 Lot 30 OPEN 4843 DRIVEWAY e m� STREET LIGHT ` \\\ ` SFR-22.98 I ' I t 12 SCALE IN FEET NW BLOCK 1 Lot 34 OPEN 3652 COLLECTOR BUFFER QUALIFIED 50 845 SF W 2726 EXISTING CONTOUR ` v v \ » — MULTI-FAMILY- 12.74 VVV\AAAA \ ♦ 1 — 60 NW BLOCK 1 Lot 35 OPEN 1708 BUFFER NOT QUALIFIED vvvvvvvv RIGHT-OF-WAY LINE ♦ 1 . 17 ACRES \\ .� \ ` NW BLOCK 2 Lot 1 OPEN 15476 OPEN/DRAINAGE LOTS LOT LINE \ 1 3 \ ♦ SW BLOCK 1 Lot 1 OPEN 96169 TEN MILE CREEK TOTAL LOTS- 125 n GRAVITY IRRIGATION LINE ` \ --- ____-- --__. ___ ♦ TOTAL DWELLING UNITS-291 - - VVVVVVVWUV%X14 \ ------ VVVV\/\ -_ ` SW BLOCK 1 Lot 2 OPEN 2678 COLLECTOR BUFFER QUALIFIED BUILDABLE LOTS QUALIFIED UDC 11 3 G 3 . B . 1 .e.vvvvvvw)xt 1••` s s EXISTING SEWER LINE ♦ ` EXISTING ♦ SF RESIDENTIAL-75(3 EXISTING) p O HOME TO SW BLOCK 1 Lot 3 OPEN 5590 DRAINAGE NOT QUALIFIED APARTMENT-9 LOTS-216 UNITS PATHWAYS WITH LANDSCAPE S S PROPOSED SEWER LINE ` ` SW BLOCK 1 Lot 15 OPEN 3053 PATHWAY COMMON LOTS-41 Q EXISTING WATER LINE ° Al ,5g�`1 5 ,; REMAIN W W � •.;. ♦ SW BLOCK 1 Lot 31 OPEN 2068 OPEN QUALIFIED w W PROPOSED WATER LINE ;\� �O Q ` SW BLOCK 1 Lot 32 OPEN 2123 DRIVEWAY DENSITY 31 ,598 S F W vvvv 1 -3 . V' A 3' 0 OVERALL DENSITY DU/ACRE- 8.17 Z PI PI PRESSURE IRRIGATION LINE \ 16 '� `�� .; SW BLOCK 1 Lot 35 OPEN 11732 PATHWAY NW BLOCK-28 SFR UNITS 3.35/ACRE 0.73 ACRES Q \ Q SW BLOCK-48 SFR UNITS 3.28/ACRE Q m SD STORM DRAIN LINE �♦ �`� Q Q ;�,, SW BLOCK 4 ♦ SW BLOCK 2 Lot 1 OPEN 12791 COLLECTOR BUFFER QUALIFIED NE BLOCK- 216 UNITS 16.95/ACRE �� 1 � � � ♦ SW BLOCK 2 Lot 2 OPEN 5088 OPEN SPACE QUALIFIED ROAD CENTERLINE �� Q QUALIFIED UDC 1 1 -3G-3 . B .3. / \ ♦ \�� 1 8 \ Q\` ® O 1 0 11 1 3 ♦ SW BLOCK 2 Lot 15 OPEN 3254 OPEN NOT QUALIFIED OPEN SPACE W Q ROLLED CURB GUTTER AND SIDEWALK COLLECTOR BUFFERS �� — ��� ♦ SW BLOCK 3 Lot 1 OPEN 9591 OPEN QUALIFIED UDC 11-3G EPEP EXISTING EDGE OF PAVEMENT �� Q ` Q 10%OPEN SPACE FOR PROJECTS>5 ACRES ( , SW BLOCK 3 Lot 2 OPEN 5199 DRAINAGE NOT QUALIFIED OPEN SPACE REQUIRED FOR PROJECT v 0 NEW EDGE OF PAVEMENT \ 45,450 sf \ � SW BLOCK 4 Lot 1 OPEN 2120 COMMON NOT QUALIFIED (35.72- 10%) 3.57 ACRES Oi LOT NUMBER ��� TOTAL PROVIDED-5.74 ACRES- 16.1 vvv �� a �- - - a. �_ - - - - ♦ SW BLOCK 4 Lot 3 OPEN 312 COMMON NOT QUALIFIED 1 .04 ACRES s,aoosr LOT AREA _ W BLOCK 4 Lot 4 OPEN 274 COMMON NOT QUALIFIED UDC 11-4-3-27 B.3. 21,817sf �� 4 — — — REQUIRED-80 SF OF PRIVATE USEABLE OPEN SPACE / /'� BLOCK 7 BLOCK NUMBER �\ 21 _ a a nW �/ E CT• SW♦kLOCK 4 Lot 5 OPEN 5586 OPEN QUALIFIED PER UNIT v , FLOW ARROW l O 216 UNITS 80 SF= 17,280 SF QUALIFIED UDC 11 3G 3 . B .4 . 0 `� Alvv �� SW BL K 4 Lot 6 OPEN 9720 DRAINAGE NOT QUALIFIEDO ('� PROVIDED->85 SF PER UNIT X W. ASHTON DR. STREET NAME `''P 3G © SW BLOCK 4 Lot 13 OPEN 4028 COMMON NOT QUALIFIED 216 UNITS*85= 18,360 SF ONE HALF ARTERIAL BUFFERS V Z J �� ♦ UDC 11-4-3-27 C. v� `�\ ♦ REQUIRED COMMON AREA UNIITS 5-12 0 SF SIZE=250 SF PER UNIT 2 ,503 sf W 0 SURVEY LEGEND h �Q / Q `Vt � � ♦ TOTAL REQUIRED 4 SW CK 1 3 BL � ♦ 216 UNITS*250 SF-54,000 SF .05 ACRES IL PROVIDED COMMON AREA O FOUND ALUMINUM CAP \ \ ♦ TOTAL PROVIDED-69,123 SF O FOUND 5/8" IRON PIN '\\\ QUALIFIED UDC 11 -3G-3 . B .7 DATE: \ 31 `♦ 11-1 1-2020 A CALCULATED POINT '\\ ® 5 8 9QUADQEDNATURAL WATERWAY PROJECT: PROPERTY BOUNDARY LINE 4 UDC U C2019-013 SECTION LINE \\ 119 722 sf SHEET - -- --- 11,732sf 11 -3G-3.'� 1 .e. 11 , 732 sf7 S • — 5 2 .75 ACRES —