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PZ - Site Plan ■ M Q O U PRELIMINARY PLAT FOR oC6 ° ' " FOXCROFT SUBDIVISION = VwT .- z � � FULLER PARK 5652402E CHAPARRAL � _ 3 49.70' A PORTION OF THE SW 1/4 OF THE NE 1/4 OF SECTION 10 z ----------------------------------------------------- ------- N89'34 58 EELEMENTARY SCHOOL � � --------_ 23.00 TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN = 5 ------- --------------------------------S89'37'19"E 765.14' ■- _ , 1 ° S85.32'14"E 126.24' MERIDIAN, ADA COUNTY, IDAHO � ss�. 11 2020 = cF O MOSHERS FARM Lu a w 8, NW LOC 1 SUBDIVISION WLZ BK, 88 PC. 10091 � zco PARKSIDE G+ z 14 w 1© 1© 15 16 1© 18 19 3 6 \ S 639�0 � � i I CREEK NO. W �2 �>` O o o 2 W. ACARRERA LN. -1 c - 40• \ `�� i I �q TIBURON Q RODS PARKSIDE -MEADOWS V w 9 W. D01/ER DR. i I RODS PARKSIDE CREEK NO. 4 _ _ i CREEK NU. 1 RODS PARK O CREEK NO. 3 �pNAL F CREEKSTONE --� � ��, \ `, � � SUBDIVISION SS\ 21 O7 S6>° I I �sTF 1 13 PC, 16493 ' I 1 30 S3"F m I FULLER PARK Quo CHAPARRAL WCODSI E N \ z 1 Q ELEMENTARY 10 PROJECT � u � / O •r W ® i I N M/mac SITE SCHOOL BERKELEY - THUNDER CREEK pq'F O F °PA. SQUARE qVl PNN, 1 � � 0 I � i ? n \ 10 MOSHERS FARM -tAj CHECKED BY: 2 2 O I SOMM DAVID A. BAILEY P.E. o ? N� � 0 5 � S � � i CASTLEBROOK � NO 2SBY pD B W B BY: Z 66. I N0. 5 , _ CREEKSTONE D o o ® CHESTERFIELD -C ` \\ 1 I i NO. 2 N 10 THE / i I I CHESTERFlELD COURTYARDS ti 0 I 22.66' 59"E I I I �4 AT TEN N Q I ICHESTERFIELD _ 31 ® ©9 NE BLOCK 1 I NO. 3EXISTING - RA 2 m HOME TO ' � 11 15 10 3 -� ILROAD � � M M � REMAIN Q RAILROAD i 2 2 I UMBRIA - \NPLATTED \W. N89'36'02"W I � \ PINE A VE. 39.48' N8936 02 W -� - - • ��-- -- ' ' " 434.64' UNPLATTED -- -- - - - -- -- -- -- -- E_. -- -- -- -- -- W. PINE AV -- -- N89'36'02"W 38 .34' I ----------------------------------- ---------------------------- imEl � S52'35'07"W N SW BLOCK 2 3 71.76' 2 I, I 3 � � \�,i Q o Common dots v © 1© ® 1© 16 ' Lot Area Type VICINITY MAP LA \ I \ NE BLOCK 1 Lot 1 OPEN 40162 IRRIGATION EASEMENT „I 1 = 500 CHESTERFIELD N \ Ii NE BLOCK 1 Lot 2 OPEN 29558 BUFFER •/I O NE BLOCK 1 Lot 3 OPEN 58385 OPEN SUBDIVISION N0. 4 � � � - - - Z,� N 5 \ BK. 112 PC, 16216 NE BLOCK 1 Lot 10 OPEN 195448 PARKING � NE BLOCK 1 Lot 12 OPEN 26277 OFFICE/REC CENTER ; P LAN SHEET INDEX- *44'4 " p Q � / I 1�2 W y O O ! i NW BLOCK 1 Lot 1 OPEN 47195 TEN MILE CREEK 83.44 99 1 N1 \� �l�,P`/ 3 SWI BLOCK 4 i NW BLOCK 1 Lot 2 OPEN 2557 BUFFER SHEET DESCRIPTION EXISTING i ` NW BLOCK 1 Lot 10 OPEN 28674 PATHWAY/DRAINAGE PP- 1 - PRELIMINARY' PLAT, SHEET INDEX, N19.21'27"W` 2� �C� \ �. REMAIN HOME i I NW BLOCK 1 Lot 11 OPEN 25557 IRRIGATION EASEMENT VICINITY MAP, NOTES, COMMON LOTS Z 94.89 y 0 / O i i NW BLOCK 1 Lot 20 OPEN 2677 DRIVEWAY PLAT LEGEND & STREET DETAILS UNPLATTED NW BLOCK 1 Lot 21 OPEN 3523 OPEN NW BLOCK 1 Lot 28 OPEN 4843 DRIVEWAY PROPOSED FIRE HYDRANT PP-2 - PRELIMINARY PLAT & CURVE TABLE 4 1 STREET LIGHT z 11 NW BLOCK 1 Lot 32 OPEN 5360 BUFFER PP-2 - CONCEPTUAL ENGINEERING PLAN & 0 \ \ \ 2726 EXISTING CONTOUR N25'23'24"W, I NW BLOCK 2 Lot 1 OPEN 15476 OPEN/DRAINAGE PARCEL TABLE �-� 125.16' © SW BLOCK 1 Lot 1 OPEN 96169 TEN VILE CREEK RIGHT-OF-WAY LINE - 1 ° ` PP-3 CONCEPTUAL SEWER PROFILES Z \ I SW BLOCK 1 Lot 2 OPEN 2678 BUFFER LOT LINE a © \ SW BLOCK 1 Lot 3 OPEN 5590 DRAINAGE GRAVITY IRRIGATION LINE N SW BLOCK 1 Lot 15 OPEN 3053 PATHWAY EXISTING SEWER LINE W N39'20'28"W 14 EXISTING © SW BLOCK 1 Lot 31 OPEN 2143 OPEN 5 Q o HOME TO s s PROPOSED SEWER LINE w 100.02 \ REMAIN SW BLOCK 1 Lot 32 OPEN 2198 DRIVEWAY NOTES N o W w EXISTING WATER LINE � 1 6\ \\ \ ? SW BLOCK 1 Lot 35 OPEN 8815 PATHWAY W W PROPOSED WATER LINE 0:: z lF. SW LOC 4 SW BLOCK 2 Lot 1 OPEN 12791 BUFFER p PRESSURE IRRIGATION LINE 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. N39'43'48"W moo SW BLOCK 2 Lot 2 OPEN 2887 OPEN 89.05' m m STORM DRAIN LINE 2. PORTIONS OF THE SUBJECT PROPERTY FALL WITHIN A FEMA FLOOD HAZARD \ $ \O'9 O ® O 10 11 1 sX?s SW BLOCK 2 Lot 16 OPEN 4394 OPEN - ROAD CENTERLINE ZONE. REFERENCE FIRM PANEL 16027CO425F REVISED FEBRUARY 19, 2003. Z V \ SW BLOCK 3 Lot 1 OPEN 15536 OPEN/DRAINAGE \\ ?�?+ ROLLED CURB/GUTTER AND SIDEWALK 3. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, 0 N45'26'S0"W ti� 19 \ F` sw BLOCK 4 Lot 1 OPEN 2411 BUFFER STREET LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10TEN 1.76' �• 6' (TEN) FEET \ S � s� �� � ASPHALT PATHWAY ADJACENT TO ANY PUBLIC STREET. ALL LOTS SHALL HAVE APERMANENT sw BLOCK 4 Lot 3 OPEN 274 OPEN p EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE 10 S88'52'12"E R��L - - - - _ _ _ �' SW BLOCK 4 Lot 4 OPEN 5597 OPEN E E EXISTING EDGE OF PAVEMENT (TEN) FEET ADJACENT TO THE REAR LOT LINE. EXCEPT AS OTHERWISE 50.71' �� 21 W. SUGAR PINE CT. ` SW BLOCK 4 Lot 5 OPEN 9720 DRAINAGE NEW EDGE OF PAVEMENT SHOWN, THERE SHALL BE A 5 (FIVE) FOOT PUBLIC UTILTY, IRRIGATION AND • \ \ A2 SW BLOCK 4 Lot 12 OPEN 4028 OPEN QQ LOT NUMBER LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT LINE NOT ADJACENT TO A �- PUBLIC STREET. 6,500sf e LOT AREA \ ® 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE W. NEW-AND ST. �9,20 ® © ® BLOCK 7 BLOCK NUMBER APPLICABLE STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE z P/L P/L N48'32 21"W 'Sy ® \ FLOW ARROW OF THE BUILDING PERMIT. 47'-0" 101.97' �� �u` hypo `� W. ASHTON DR. STREET NAME 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH 7'-0" 33'-0" 7'-0" LOT. ALL LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF THE SETTLERS IRRIGATION DISTRICT. -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 PONDS AND SUBSURFACE INFILTRATION FACILITIES AS APPROVED BY ACHD. 0 14 -6 14 -6 �, �•,� SURVEY LEGEND � 0 c9. N88.51'42"W 675.22' - - - - - - 7. COMMON LOTS ARE TO BE OWNED AND MAINTAINED BY THE SUBDIVISION --- SLOPE 2.00% SLOPE 2.00% -� O FOUND ALUMINUM CAP HOMEOWNERS ASSOCIATION OR IT'S ASSIGNS. (n 1 UNION PACIFIC RAILROAD 8. EXISTING STRUCTURES, EXCEPT AS NOTED, WILL BE REMOVED PRIOR TO �+ I ,J 1 I 0 FOUND 5/8 IRON PIN DEVELOPMENT OF THE PHASE CONTAINING THE STRUCTURE. W CALCULATED POINT 4" - 3/4" MINUS CONCRETE __ PROPERTY BOUNDARY LINE CRUSHED GRAVEL SIDEWALK (TYP.) -- - - SECTION LINE o W z > 2 1/2" ASPHALT 4" - 3/4" MINUS CRUSHED PAVEMENT GRAVEL (COMPACTION REQUIRED) 47' RIGHT-OF-WAY STANDARD ROLLED OR 6" VERTICAL DEVELOPMENT FEATURES CURB & GUTTER (TYP.) As PER Q TYPICAL STREET SECTION PLANS NOT TO SCALE 10" - 6" MINUS PIT RUN ACREAGE OPEN SPACE PARKING ZONING OWNERS DEVELOPER 0 TOTAL PARCEL-35.72 ACRES UDC 11-3G APARTMENTS EXISTING-RUT, R-1 &R-15 JENSEN LIVING TRUST 10/26/2017 TRILOGY DEVELOPMENT, INC. NW-8.36 ACRES 10%OPEN SPACE FOR PROJECTS>5 ACRES REQUIRED SPACES: PROPOSED- R-8& R-15(MIXED USE) 3720 W PINE AVE 9839 W CABLE CAR ST SW- 14.62 ACRES OPEN SPACE REQUIRED FOR PROJECT 54 1 BR x 1.5=81 MERIDIAN, ID 83642 BOISE, ID 83709 0 NE- 12.74 ACRES (35.72" 10%)- 3.57 ACRES 162 2BR x 2 =324 SEWAGE DISPOSAL USES TOTAL PROVIDED-4.46 ACRES PARKING FOR CLUBHOUSE- 10 MERIDIAN CITY SEWER VIPER INVESTMENTS LLC ENGINEER 1977E OVERLAND RD r 1 SFR-22.98 TOTAL REQUIRED 415 DAVID A. BAILEY, P.E.-40 v ROW MULTI-FAMILY- 12.74 OPEN SPACE REQUIRED FOR MULTI-FAMILY TOTAL SPACES-429 MERIDIAN ID 83642 BAILEY ENGINEERING, INC. O 2s'-o" 25'-0" WATER SUPPLY I ' I (12.74* 10%)- 1.27 ACRES HANDICAP SPACES- 18(12 REQUIRED) SCHWEIGER GARY AND JUDITH 1119 E. STATE ST., SUITE 210 �1 ` , 18'-0" 1 8'-O" LOTS TOTAL PROVIDED-2.02 ACRES MERIDIAN CITY WATER TRUST EAGLE, ID 83616 X SIDEWALK SIDEWALK COVERED SPACES: TOTAL LOTS- 116 3515 W PINE AVE EASEMENT EASEMENT UDC 11-4-3-27 B.3. 54 1BR X 1 =54 CITY PLANNER/CONTACT _ BIORETENTION SWALE BIORETENTION SWALE TOTAL DWELLING UNITS-292 MERIDIAN, ID 83642 0 REQUIRED-80 SF OF PRIVATE USEABLE OPEN 162 2BR X 1 = 162 JANE SUGGS 5'-0" 1'-0" 7'-0" 7'-0" 1,-0» 5'-0" 1'-0" BUILDABLE LOTS- MERIDIAN CITY SPACE PER UNIT TOTAL REQUIRED: 216 GEM STATE PLANNING, LLC SF RESIDENTIAL-76 (3 EXISTING) GRS INVESTMENTS 1.75% 1.75% 216 UNITS 80 SF= 17,280 SF TOTAL PROVIDED: 216 9840 W. OVERLAND RD., SUITE 120 f 0.25% t 0.25% APARTMENT-9 LOTS-216 UNITS PROVIDED->85 SF PER UNIT SCHOOL DISTRICT 3515 W PINE AVE IL �i BOISE, ID 83709 \\ \\/\\\.\� COMMON LOTS-31 216 UNITS�85= 18,360 SF BIKE PARKING REQUIRED: 17 SPACES WEST ADA MERIDIAN, ID 83642 N�� CAS EY J O H NSO N �\ DENSITY UDC 11-4-3-27 C. 4" OF -3/4" BASE �/� i./� 4" OF -3/4" BASE FIRE DISTRICT 3513 W PINE AVE 6" VERTICAL 6" VERTICAL OVERALL DENSITY DU/ACRE- 8.17 REQUIRED COMMON AREA DATE: 5' WIDE 5" THICK CONCRETE MERIDIAN MERIDIAN, ID 83642 5' WIDE 5" THICK CONCRETE NW BLOCK-28 SFR UNITS 3.35/ACRE UNITS 55-1200 SF SIZE=250 SF PER UNIT 11-11-2020 SIDEWALK ACHD SD 709 CURB (ACHD SD CURB (ACHD SD SIDEWALK (ACHD SD 709) ( ) 701) SW BLOCK-48 SFR UNITS 3.28/ACRE TOTAL REQUIRED PROJECT: SIDEWALK ELEVATION TO MATCH ' 701) SIDEWALK ELEVATION TO MATCH C2019-013 GUTTER FLOWLINE (SPOT 5O RIGHT-OF-WAY GUTTER FLOWLINE (SPOT NE BLOCK- 216 UNITS 16.95/ACRE 216 UNITS 250 SF-54,000 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 SHEET PROVIDED COMMON AREA NOT TO SCALE TOTAL PROVIDED-63,575 SF SCALE IN FEET 1" = 80' -Kpp -1 O U Q Z C D LLI Q Fy cnW z nn . , PRELIMINARY PLAT FOR01 o w cn - N S65 24 02 E o _ _ 6 < FOXCROFT SUBDIVISION '- o cn cv 49.70 o w z N89'34'58"E CD Z _ ------------------- ------------------------ --- --- ---- _ 23 00 -------- --------------- --------- _ -------- ' � g - ------ _2554- =-S89'3T19"E 765.14' - - -9.02 =- -- - z = • - - -- --- _ S85-32'14"E 126.2 W N 1 ��Bco \\\\ 24'. 26' 40 40 40' 4D 50 54' 21' 4= \\\�\\\ \\ O=G�j ■ c NW BLOCK I1 1 \\\�\� yj a 00 co ui a' (D O N O 14 15 16 O � W ��� 28,674 sf 12 � 13 17 18 � 19 ' \5,626 4,408 4,400 4,376 � 5,762 r.r,67 7,056 $ �ti I _ ot�� �c'\STERN C51 25' 40' 40' 8' C33 `� p 32 r/ r r�` ?O6� •' \�\ �\\\\\\ \\�� �- 113 75' _W. D01/ER OR. _ / 123' ? 2,67�.f; ^rn 55g P/ P/P/ \s \\\\\\ I \� AAINI 7,213 h Z / P �\ \ Nm cA 21 2s� P i P/ \\ �\ ��� \ 3,523 / a \ P/ N P/P� f / / P/ 4Eb IP �� � fr�Dq • . � s� \\\\��� �D A.B O P P� SAP I P L l;f �a) 5,600 20' 1 ,Z 22 > �7\ri�Dq (8)r P P// / f P P/ \ N 40,162 sf F S\\\\ Z M 4,409 f P� ri r (B)/ P l P/ j9 \\\� DAV DCHECA.EBAILEY P.E. � 4,393 P �� g2 N �7 P P/ PAP/P// P�o' AVAVAVA P �, P/ P r ° �� \\\\\� DRAWN BY: ,10' \ � \ �s1° JP �� � 23\ / / P,,P/ o_ / / , / DAB/BEB O7 O O o 23 P P (ejf'O 3 P P/ P �, P \�\ C7 5,474 4,400 \ 23 P/ \\\ 11� o'. 110' V �°P/P/ \ / PP P/P'P 15,476 sf 110' Y Q \ \\ I �`�(ejf P�P �P- 4,400 4,400 17,874 - C�1 / P ,P p/ / P Pcb 25 s'- / P �"' P� 12 P/ I \ I 4,400 � � � P 1 N 1 \ 4400 11o' 110' J 5,502 69' COVERED SPACES (8` �� CCOVERED SPACES 8� ��l PIP r r r r PI P _ P U s P rl rT rl ri rl ��� T T ^� P` 4,400 � J � L J U � � �\ I �• . �. 16,779 W / J AIM R' - m x` \\ \ \ O �� � i 5,813 A3 \ • ° N -- I I - - P � - /N P o8 �0 1�q � � P l �� _ -1- _1- - P -P - --P I P - 7 U p h I I P (d�P / f COVERED SPACES 8 P P P}COVERED SPACES 8 P P - - ---___P-- -- P - / �CO�D SPACES(8 COVERED SPACES(8) / 25' 18' P 2 -- CLUBHOUSE/ I -P P �� PiTri� LPI PI Pi PI Pi PI PIP P1LP1 Pi Pi Pi Pi Pi Pi P P - ---- I P p G 5 r-1-rt-1- -r -r-I- -r -r P � � P_ •° / / P, �° 4,843 sf - : P I 7,31 8 18' P l �� 4 ql , " � ����a /T/7 � � ° G 55 224' -- OFFICE I - P P/ P P / 1 6 729 , �� I III f� \r 3 1� -� N / P N �� ���� I P/ fP/ �4 / I A \ \ti / � I 67 I I I I I I I I I I - � °Ia? I I I I I I P � ���(� __ $50'1 3 59 E 27�26 1 b�`� j y� 1 -rt 14 �s P f P '° I avv -��-+-��-� '"S ao ao �P�P/ �� T @ 22.66 �c ° �� -- -- O I 4 F ,)�IPIPIPIPIPIPIPIPIPIP o 0 0 0 o P ,V ° I � I- III 1- (ef41 co �3' COVERED SPACES 8 I V >f 9S - - [3- o - 21 610 sf �) P P 6 0' �1 I ID, . . P �. I / <: B < III < v F' \ (/� -- 8s-+ -�8r �Bs-I- P/ P/ 4T _ a 204' --- _I- h P/ P/ CHD LOP EASEMENT I - - - - - - - P \ 8�- IB-I- P P/ • LQ Z I --- I <_ :' - - -2e4'-- - - - f P!o �\` AINST.SNO. 1 061 41 329 8' _ II III �f I- --T �I L J P rt I �P AIL P OD 120.0' SEWE EASEMENT aN IO 6,631 7,589 \j C704 60' - - P P (8)f EXISTING 6,607 - ,fir 11 0 P _ ' I $ 15 �' P - INST. NO. 112023311 HOME TO 'N 8 , ,f PI�I°PI PI PI PIP W / \? � � 17,241 P 103-� 34' `� C2� � � L S�'� 1 6,402 � I 00 REMAIN lv N cgs - 81' - c2s ���� 1 0' M J II ,• I I I I 3a' L - - - J P/F F c31 � N sT POWER LIN EASEMENT �IQ � , NI L - - - - J P PIIP P PII P , C2� - �- L - - F, 6 - 2 \ ------------------- - 141' 2 42' 55, 32 68 203' 413' - - -204'- - IU P 200' 29,558 sf % I i INST. NO. 102001859 N89'36'02"W 2,557 sf 5,360 sf / �i T_ _GR __ N89'36'02"W 434.64'- -- EGA -�-_ FGR 2565 EGR _ EGR TG_- - t K_ TG EGR ` W. R P/NE A VE. N89'36'02"W 388. 4' I c - --------------- ---�� - \ ---� �----EXIST._SIDEWALK-- -- --- - -- ------ ------- -------------- -------- ------------------------ ----------------------- --- - ----LI----- ------------ - 2 ---------------- -- -`- -_�_� ---- _ --- --------------------------_ _- -�-_ - ---- --------- ---- EGR-------- - EGR EGR EGR R E EGR 35 07 W 12,791 sf � � S52 2 34' 34' 34' 4' II W �\I 71.76' I 34' 34' 34' 34' 34' I 34'` I 34' 34' 34' I C� f • W II I 2 Q � N Q cn SW L OC 2 cr. , / I o� ACHD PERMANENT 3 2 887 sf � � I LA �Q ASEMENT INST. NO. W 5,590 sf I II o 2017-004324 \ �a 1U� I o /® � �/� © � ® � Q 10 11 12 13 14 15 16 W ° = 00 \ w o 3,572 3,570 3,570 3,570 3,622 4,278 °D °' o rn 00 I Q c rn 3,707o M 4,460 N 4,353 N 4,41 6 r� 4,444 M 4,41 1 N 4,377 N 4,394 sf i O NN ® ��, 11 EGRESS/INGRESS o 0 N+ �y / I EASEMENT T. o o N Curve Table Curve Table Curve Table 4,810 / NO. 7825065 & "' N 26' 34' 34' N 34' 10' c95 / • 7838657 Y Curve # Radius Length Chord Bearing Delta Curve # Radius Length Chord Bearing Delta Curve # Radius Length Chord Bearing Delta o L�'�/ � � o �L338.Lry- - o�x C91 C90 m C1 176.00 120.85 118.49 S3707'47"E 3920'32" C38 73.50 36.46 36.09 S14°16'27"W 28*25'17" C75 55.00 16.22 16.16 S69°18'38"W 16°53'39" SE O / 2 C92 ,g' aQ6 Q� A 4,306 Ao \/ g0 /). C93 34' 27' 4' 28' I N C2 241 00 58 97 58 82 N49°47'27"W 14'01'11 C39 73 50 37 24 36 84 S42'59'55"W 29'01'39" C76 55 00 15 12 15 07 S85'37'54"W 15'44'53" o C3 241.00 106.51 105.65 N30°07 11 W 25°19 21 C40 73.50 18.34 18.29 S64°39 33 W 14°17 37 C77 55.00 52.96 50.94 N58°54 35 W 55°10 08 W 50' - c, V as' 3 w a EP E N 4,124 \ 1y �� a C4 50.00 79.26 71.22 N45'20'58"W 90'49'32" C41 123.50 6.65 6.65 S01'08'33"E 3'05'03" C78 123.50 3.60 3.60 N88'01'35"W 1'40'13" (n o N �p �P � n C5 50.00 62.61 58.60 N35°56'04"E 71'44'33" C42 76.50 65.15 63.20 N23°59'53"W 48°47'41 C79 123.50 54.95 54.50 N74°26'39"W 25°29'38" W o N 2sT I N22'44'42"W\ �o. O �a. 'wry !C --------_-----i--\ 1 NI z ----------- C6 100.00 52.71 52.10 S33'17'41"E 30'12'04" C43 123.50 3.18 3.18 N47'39'24"W 1'28'39" C80 123.50 31.91 31.82 N54'17'47"W 14'48'07" 83.44' 4,400 '�o. v�P� 33 -- - - 18' WIDE '� 2,4111 sf._ _ / ' _ CONCRETE I C7 100.00 53.99 53.34 S32°55'37"E 30*56'12" C44 123.50 52.75 52.35 N34°40'56"W 24*28'17" C81 276.50 20.47 20.46 N49°00'58"W 4*14'30„ y �/274 sf DRIVEWAY- I r 1 \ Q �® O 1 I I C8 50.00 93.11 80.23 S35'53;22;;W 106'41''47;' C45 123., 10.75 10.75 N19'57;09'�W 4'59'16"" C82 276., 40.47 40.44 N55'19''50;;W 8'23'13 ' Z V � W 4,665 Ao �� EXISTING _,� C9 100.00 32.45 32.31 S08'53 51 E 18'35 37 C46 73.50 16.03 16.00 N11'12 34 W 12'29 54 C83 123.50 34.99 34.88 N53'33 51 W 16'14 02 " Z N o 1\9 cps HOME TO --I I ml I z N19'21 27 W ` fn C� / G� Ce REMAIN C10 100.00 51.79 51.21 S14'26'10"E 29'40'16" C47 73.50 30.21 30.00 N06'48'56"E 23'33'05" C84 123.50 29.20 29.13 N38'40'24"W 13'32'51" 0 94.89 y, ,� -�- --j - -- �I I \ \ ----� j I C11 38.00 19.68 19.46 S75°33'50"W 29*40'16" C48 73.50 30.21 30.00 N30°22'01"E 23°33'05" C85 123.50 19.61 19.59 N27°21'02"W 9°05'53" o. \ C Z C 4,803 \ yl 1 60 0 30 60 120 e a0E a�E L � 1 i C12 38.00 39.22 37.50 N60°01'53"W 59*08'19" C49 73.50 15.01 14.98 N47°59'31"E 11°41'53" C86 123.50 39.61 39.44 N20°05'03"W 18°22'30" Sw� LO, K 4 a�3 SCALE IN FEET C13 100.00 25.99 25.92 S53°16'58"W 14°53'29" C50 73.50 30.21 30.00 N65°37'00"E 23°33'05" C87 123.50 24.35 24.31 N05°14'55"W 11°17'46" n 10 , v �G� 1 1 ® m 1 - 60 C14 100.00 8.96 8.96 S43°16'10"W 5°08'07" C51 73.50 15.20 15.17 N83°18'54"E 11°50'43" C88 76.50 7.64 7.64 NO3°15'43"E 5°43'30" o 10.0' IDAHO ` \ 4 �I O2 a�3 PLAT LEGEND -�` °� ��- � ' POWE EASEMENT R \\ �0 5,597 sf 0D 1 61,459 1 ( 1 C15 100.00 92.80 89.51 S67°17'16"W 53*10'20" C52 26.50 31.43 29.62 N56°47'00"W 67°57'29" C89 41.00 53.18 49.53 N43°16'53"E 74*18'51" INST. N 8654651 11 \\ 1 - - -- - -- -JI I I t PROPOSED FIRE HYDRANT 5,218 \\\\\ \` 11 EGR C16 100.00 8.96 8.96 N88°41'37"W 5°08'07" C53 26.50 10.58 10.51 N11'22'14"W 22°52'03" C90 41.00 5.94 5.93 N84°35'19"E 8*18'00" STREET LIGHT N25'23'24"W \\ \ - • C17 64.50 93.05 85.19 S47°15'40"W 82°39'37" C54 26.50 33.18 31.06 N35°56'04"E 71'44'33" C91 76.50 6.86 6.85 S88'41'37"E 5'08'07" I , I 2726 EXISTING CONTOUR 125.16' - \ C18 100.00 9.99 9.99 S03'15'43"W 5'43'30" C55 123.50 31.67 31.58 S41'02'58"E 14'41'30" C92 123.50 18.08 18.07 N89'40'44"E 8'23'24" W -4,925 \ poi I N C19 600.00 52.83 52.81 S31'47'38"E 5'02'41 C56 76.50 41.31 40.81 S32'55'37"E 30'56'12" C93 123.50 35.02 34.90 N77'21'41"E 16'14'44" RIGHT-OF-WAY LINE '� \ \\ \ � � � � I I J i-------, _ LOT LINE /© \ C20 300.00 60.29 60.19 S28°33'32"E 11°30'53" C57 26.50 49.35 42.52 S35°53'22"W 106°41'47" C94 48.22 26.53 26.20 S43°27'04"E 31°31'28" m \ o _ ( - J GRAVITY IRRIGATION LINE ` 4,704 \\\\\`\ ms - _ 161 38,892 1 C21 100.00 67.86 66.56 S42°14'29"E 38°52'47" C58 123.50 12.34 12.33 S03°15'43"W 5°43'30" C95 48.22 25.51 25.22 S74°22'23"E 30*19'09" ' " \ \` \ `' I EXISTING � C22 300.00 77.42 77.20 S54°17'18"E 14°47'09" C59 73.50 105.98 97.03 S47°25'54"W 82°36'51 C96 48.36 18.66 18.54 N69°59'07"E 22°06'34" s s EXISTING SEWER LINE N39 20 28 W� 14 0 100.02' 1 \ HOME TO I EAST BOUNDARY ASS C23 100.00 73.24 71.62 S67°52'42"E 41'57'58" C60 123.50 11.07 11.07 N88°4137W 5080/ C97 76.50 39.62 39.17 31426'10"E 29°40'16" s s PROPOSED SEWER LINE 4,352� � �" 5 I REMAIN I \ POWER BLANKET EASEMENT A 5 sf °° . \2 9,720 sf - INST.NO. 775256 C24 50.00 20.22 20.08 N78°00'56"W 23*10'12" C61 76.50 35.50 35.18 S80°34'51"W 26*35'10" C98 28.00 28.90 27.63 N60°01'53"W 59°08'19" W W EXISTING WATER LINE -', 1 �� \\\\\\ c82 • \ f \ , / C25 50.00 20.22 20.08 N78°00'56"W 23*10'12" C62 76.50 35.50 35.18 S53°59'41"W 26*35'10" C99 123.50 19.69 19.67 N45°16'11"E 9°08'09" W W W PROPOSED WATER LINE \ ----------- _ ___----------- _ \ ` \ '• 77' 40' 40 ------- - ------- C26 50.00 22.48 22.29 N76'4322W 25'4519 C63 123.50 11.07 11.06 S43'1610W 5'0806 C100 76.50 6.86 6.85 N43'1610E 5'0807" -- -- PI PI PRESSURE IRRIGATION LINE 96,169 sf 16 0 \\ cei \ ao' 4,369 ° \ \ \ C27 50.00 22.48 22.29 N76'43'22"W 25'45'19" C64 15.68 0.00 0.00 S45'50'13"W 0'00'04" C101 76.50 19.88 19.83 N53°16'58"E 14'53'29" m STORM DRAIN LINE >� � \ , '. \ '°. � O7 SW BLOCK 4 N39'43 48 W 17\ \ 7 122 , C28 165.00 66.09 65.65 S11'52'27"W 22°56'58" C65 123.50 32.10 32.01 S53°16'58"W 14°53'29" C102 28.00 14.50 14.34 S75°33'50"W 29°40'16" W - ROAD CENTERLINE 89.05 4,123 �\ �,'� o \ ® 10 C29 100.00 40.05 39.79 S11'52'27"W 225658 C66 139.92 29.16 29.11 S32'52'12"E 11'56'24" C103 202.00 70.31 69.95 S10'22'13"W 19'56'30" ROLLED CURB/GUTTER AND SIDEWALK 18 A O O 12 ?. Q \ \ 4,217 4,191 4,166 � ? C30 100.00 40.06 39.79 S11'52'28"W 22°57'00" C67 323.50 65.01 64.90 S28°33'32"E 11°30'53" C104 32.00 12.94 12.85 N78°00'56"W 23°10'12" �n 4,121 4,028 sf s . ASPHALT PATHWAY �� \�\�\ °�� \' N \�?; C31 50.00 20.03 19.89 S78°07'32"E 22°57'00 C68 76.50 27.30 27.16 S33°01'30"E 20°26'48" C105 68.00 17.02 16.98 N82°25'44"W 14°20'37" EP I- EXISTING EDGE OF PAVEMENT N45 26 50 W 19 \ \ F 1.76' �tiR R°" / 4,252• R c a+ C32 100.00 40.06 39.79 S11'52'28"W 22°57'00" C69 76.50 24.61 24.51 S52°27'53"E 18°25'59" C106 63.00 25.23 25.07 S11°52'28"W 22*57'00" • O� l�� O• 1 40' 40' 40'/ 30' 40 �� NEW EDGE OF PAVEMENT C33 73.50 17.38 17.34 S83°59'23"E 13'32'41 C70 323.50 83.48 83.25 S54'17'18"E 14°47'09" C107 9.50 3.81 3.78 N11'52'28"E 22'57'00" \�� • �� ����20 � C23 ��OJ. Q LOT NUMBER $88'S2'12"E \ \� �94 R° ft 4,252 °� c ' _ - 24s' �°a \�� C34 73.50 30.19 29.98 S65°27'03"E 23°32'00" C71 76.50 56.03 54.79 S67°52'42"E 41'57'58" C108 117.00 15.21 15.20 S765832"E 7°26'57" 6,500sr LOT AREA 50.71' pF,��\ `�\\ � \ / 21 / '� c, \ YY S(f(�'AR PINE CT �� C35 73.50 19.60 19.55 S46'02'35"E 15'16'57" C72 55.00 99.38 86.40 N85'21'53"E 103'31'31" C109 63.00 14.58 14.55 N07'01'51"E 13'15'46" U V BLOCK 7 BLOCK NUMBER 4,252 °� I 9 s' 10 70' 70' C36 73.50 33.50 33.21 S25°20'38"E 26°06'56" C73 55.00 0.01 0.01 S42°5202E 0*0039 C110 120.50 31.78 31.69 S07°57'21W 15*0647" 0 1Q ` 78 O 10'10' 15' 73> N o� \�\ w _j r FLOW ARROW ��c��0 ` `\ \ 3 22 ` \XI C37 73.50 15.84 15.81 S06°06'41"E 12°20'58" C74 55.00 99.57 86.52 S09'00'03"W 103°43'32" C111 13.00 5.21 5.17 S78°07'32"E 22°57'00" W. ASHTON DR. STREET NAME - o P�;� 27 � 330 ��1 3 6,577 /+ 6,577 30 1 1,769 , w \ SW�L CK / 5,502 a. LL SURVEY LEGEND ��� 15.0 .32'21"W tiq - ,D8' 1 �1 EGRESS/INGfM� \ \ 7 ' �62 �\ EASEMENT INST. 101.97 , \ 'y 70' NO. 8806507 �O� �° 70 31 32 `� \ DATE: FOUND ALUMINUM CAP \\ 3s+ 0 �j \ \ 2,143 sf 2,198 sf 0` 11-11-2020 PROJECT: ® FOUND 5/8" IRON PIN 10.0' IDAHO �\�tS`s 9, I 24 \ 25 \� 28 29 � 34 � - cc POWER EASEMENT \ \\ 8,658 \7,340 340 35 7,340 J \ 16,066 O \ C2019 013 0 CALCULATED POINT INST. NO. 8654651 ` \ �� / O , ) \♦ SHEET PROPERTY BOUNDARY LINE \\ '��+ 75' 80' 1 /80' 8,815 sf 80 -- -- -- \ 239' ` -- - SECTION LINE \ \ N88'51'42"W 675.2 ' - - - - z ' _ O M E O Q Z O CD W M N Fy -5 _ Q 8' PVC INV=2552.75' Ld Q w w z� N o o C'3 W 12" ADS INV=2550.88' w N w ss - owz� CONCEPTUAL ENGINEERING FOR �� Z 12" ADS INV=2554.22' Co _�__ X � _ _ _ _ - _ X _ X _ _________X____ _ ____ x ram \2554— X X = X= _ SSM_A1 EXISTING— P z X X X Tnr� --2550 _ — _ — =_ _ _ _ — \ --_ _ k,\\ ; 12" CMP INV=2555.79' ��M FOXCROFT SUBDIVISION RCP INV=2556.71' ` 1 —2554= o� — — _ �� SSMH A2 \\�\ \ \ LLI roe W04 w uj - \. : \\\ \ \ :.% .% .%. .'%., I I PI PI PI PI PI PIco PI NW BLOCK I1 SSMH A3 '� cs w c0 W o C0 \ \ wJ LL ~ 9� I `. .,. : • a SSMH A6 SSMH A4 \ P P \�\ i \ sa SSMH 61 , (�f P/Pi r-I �S�pNAL FN�i x 9 / �yf PPP - SSMH A5 \ \\ =NonR DR. g�� O s / a $\ w � P/P� °• \\ \ ~ \\\ \� ix �� -�-� s S 5 ,/ \\\ \\\ o N \ Z IO �s -- I-� s�—s P �' w P//PNSTR - x o 21 o P✓r P �O\ � \\ J \ ` 4 SSMH B2 r P ��\\\w ^ f P l 7 \\ \ \\ \� �x p of �• SSMH C1 o I / P/P rP/P/<� sD 8/ P/P \ � . �\\\ \\\\ \ -- R1 0 ®SSMH C2 I I w' /' �lP�PI r P,IPi \\\w 'f \ \ n � �� a © SSMH D . P P P�1 \\wry/ P/PfP P//P �\ w P Al ( PfP/P\ � r 7 PAP Pl 3 \ CHECKED BY: \\ \\ DAVID A. BAILEY P.E. f P/P ��\\ \ P 1 O P Pf \ \ a/ \�� ���\\\\ \\\\ \ \ w r P/ / P/ w P/P � x P o \w' DRAWN BY: DAB/BEB 0 P�so \ n J \\ P ; w P/P x si w P/�l 1 - (� I �� `�� \ / P/P� - P/ �\ P SSMH \ �- <`� 13 J — NE BLOCK 1 P P P / w O f P/ \ P o P P/'P SSMH D2 PI Pi— PI ° I PI PI PI 6- O PIP PIP PIP � b PIP PIP PIP PIP PiIP \' Q I \ P a �\ \w ' PfP/P —\ \ \\ \\\\ \\x ������ \ A P' d 0 0 \ fP/P 5 �, P � _ P Z P �`fi\ �� / f P/P• Ai �\\\ rp SSMH C3 \�' ' ° 3 - - - SSMH D3 0 \ - P P Pi w fP• \\ \ \ \ \ \ o /: SD-SD-SD SD-SD -- P O v \ -- P --- P � �v d v vq vv y� 3� v o o ' I P � fP/ \\ • \ � \\ \ \.2s I III V '\ I I I I I I I I � P o 1 0 1 a --- f P ' i� K' ^� / A P - P A 2 Z I PI PI PI PI PI I I - I P P P/ s � f f f fPIiPfP PI PfPIPfPIPfP -_ - P-_ � V A\\ ssA \ � \\ \ \ I I ��--X — x I = == =- Q° - P � L I - ---I- \ \ � P, P��� `� f /P \�� ��\\�2Sss -7 co \ w� P 1 3 I P --P -I-P-- - - \ P/P �$ w 7 X f P/ — ®\ \� \\\ \ SSMH B3 P+ PII P+ PII P� PII P+ P Ph P+ PI Pi PI P+ PI� --- CLUBHOUSE i I I _-\ - P- _ \�\\ \\\ L 3- \ i I P P I° P : SSMH E. \\ P/P/ \�o w `�7-r-I--r-r-r-r � _ _ _ ��� - --- \ \ / P/ w w P 1 I � / P/ 0 `� ��� - a � - � - P I .y P/ w fP/ 4 v� AAV 1 SSMH F1 SSMH D4 - �\ P -- OFFICE \ 1 SD SD—�� SD N P -I-tom _-I- - - 2 \z \ \ �----�-_- �T\ \'\�1 I �� ��� �-�-�-+� + --- :� X .' �°I� I I I P ICI P I I c \ SSMH B4 PI PI PI PI PI PI PI PI PI PIP cS� �P�, PIIP P PIP P 3 % �- \fi � -I-- Ir--I- ° �� } } } y,� a ;-I-� -P-I- �� NE BLOCK 1 \ -- -- - - P SSMH A9 P/' \ \. .-.:.~.:..:. P/ \ 6.0' \ \,\ � \ ❑ \I_ ,r//1 \ .• .. .• . � 'a 'a. . .. . .. ° . � P _ S� I i I �+ - P � P-I- i SSMH E2 � PPP/ � ��\ �� , P/ \ PRESSURE y I •. ,I S 2 I Z -\ a --- P I-P III P I P P/ II \ \ I I — - - - � — - - - � P P -I-- - -- - - - - - - - -- - - - RI INST. N 6141329 \ 3 P / i -�� P f P P x w w �\ \ PUIMP i ACHD SLOPE EASEMENT � I i P P� r '� P � � i P�� � f P • .. IRRIGATION III II lV _P 13 P -1 y I P P �f\ \, c\` P \ SSMH A10 I I 0 10 \ P T o o �t r P �o P/ STATION : v / 31 30 o --- �SWH . D5 L_ P �P �I�Pam- P f P/P _,,f / P I 20.0 SEWER EASEMENT 1 P r /, � _ • P 15 •• IIIIII mIIIIHOME TO 11 \ N _w _w w I P / 3 nP PI PI PI PI PI PI P ' 1 0lIINST. N0. 112023311 EXISTING oP P 3 P_ . Ill Ill L�j / w w P 6� 1 O �' I I I �I II / � �� - - v REMAIN ,, 3 a — — — _ v , II \ �ii — _ - II 1.0' - -- ` ``,-SSMH B5 \ NI L — J \ _ LL - - - - - P P/ /I " i II -� / — - - - - - - - - - P P PIPIPIPIP I Q- L - - — - - \/ \ � _ ilW11 POWER LINE EASEMENT \ r \ PI PI PI 2 I. I I, I PI PI PI PI PI PI PI PI PI PI PI PI PI I fp, PI PI PI PI PI PI I PI PI PI PI PI PI / PI \ -------------- --- INST. NO. 102001859 11l I I I 3 J Ilm w�—ww—$— 3 nR--Irate— ��w�—�u n� e T13 \� ----- 0P E 3 65 'I p �IO rnq 25 �R W. P/NE(AVE. , i G ---- �� -----------------__ --- - -- _ - - -------------- T -1 A 41.98 63.02 ----� �----EXIST._SID\ALK-- ----------------- -------------- - ---- ----- ----- ----- ----- ---- 3 1 _ ECR EGR GR ----LI----- \ I ----- ----- —Jk -- X X—�— ---- — ---- \ — ----E --�— — _— -- � — ---- ECR r-------- =—EGR ----- ---- -------- \�X -----'.E-- -cif 1 2 I \ \ PI PI PI / � MR 3 \ —— \� I\ \ h II 12' C P INV=2556.15' 1 \ \\ —�� PI PI PI PI y PI PI PI— PI I LJ..I L J� ------ / I \ v % % PI % h 0 " I 3 x 2 ��/ Q i% � Q v�i 0 JII ACHD PERMANENT \ \ + v 3 O LOC 1S' �1I 0 Q EASEMENT INST. NO. \\ `�R \ ' 1 ii I; - o � 2017-004324 \ \ \\1\\ �� \\ \ I I I Q i� 0- 0 SSMH B6 O Oro ® 0 © ® 9 10 11 1© 13 14 15 16 v CCD Q o EGRESS/INGRESS EASEMENT INST. o o M Parcel Table Parcel Table NO. 7825065 & c� fop MEN \� 1 7838657 a. _ ii o Lot Area Perimeter Description Lot Area Perimeter Description o EPS� g w We w R\OP \AO'\ 5 /�� 01 3— _ $ SSMH G5 m a O \4 $ ` i NE BLOCK 1 Lot 3 OPEN 58385 4390 OPEN SW BLOCK 1 Lot 9 4803 320 SFR N S \ \ GRESSINoG $a06 \ \\ ` SSMH B7 SSMH SW BLO KS3 G2 / NE BLOCK 1 Lot 4 16729 569 APARTMENTS SW BLOCK 1 Lot 10 5180 330 SFR o I NE BLOCK 1 Lot 5 16779 574 APARTMENTS SW BLOCK 1 Lot 11 5218 329 SFR 4`', ry r SEM�NA \N SSMH G3 ,-� s—ems— `�-�—s—ems 1 NE BLOCK 1 Lot 6 16759 573 APARTMENTS SW BLOCK 1 Lot 12 4925 317 SFR a � \ o �� NE BLOCK 1 Lot 7 16779 574 APARTMENTS SW BLOCK 1 Lot 13 4704 305 SFR W o \\\\\ \ \\\ 7 " \ Q`x/ SSMH G4-----�- -- ------X--Is- x X �L___ X NE BLOCK 1 Lot 8 16582 567 APARTMENTS SW BLOCK 1 Lot 14 4352 290 SFR Z \\\ 1 \\\\\\\\ \\ I 18' WIDE - - rl \\ \ \ �C / x CONCRETES II NE BLOCK 1 Lot 9 17874 595 APARTMENTS SW BLOCK 1 Lot 16 4369 285 SFR 3 / DRIVEWAY---, I V Q \\\\\e \\\\ cj XIX I NE BLOCK 1 Lot 11 17241 576 APARTMENTS SW BLOCK 1 Lot 17 4123 286 SFR r 1 \ \ \ / X X x I EXISTING ,I II NE BLOCK 1 Lot 13 17318 578 APARTMENTS SW BLOCK 1 Lot 18 4247 292 SFR v HOME TO --'--I REMAIN \ i NE BLOCK 1 Lot 15 16402 568 APARTMENTS SW BLOCK 1 Lot 19 4252 293 SFR \\\ \ ��\ � 0 9 - � __�_ �'1=-- � � '� �/ I x \ I I� � I ` NW BLOCK 1 Lot 3 27126 636 EXISTING HOME SW BLOCK 1 Lot 20 4252 293 SFR \\\\ \ L \ \ \ 2 a da�- J �x NW BLOCK 1 Lot 4 5813 339 SFR SW BLOCK 1 Lot 21 4252 293 SFR e SWaL k K 4 a�3 NW BLOCK 1 Lot 5 5502 320 SFR SW BLOCK 1 Lot 22 4756 306 SFR V / 10 _ �_ \ o r--- --- aG3 I x a i NW BLOCK 1 Lot 6 5500 320 SFR SW BLOCK 1 Lot 23 9132 387 SFR 10.0' IDAHO xX V° _ v ® - x �I ----I � V — o G3 o POWER EASEMENT \ �� s \ �\ x x F NW BLOCK 1 Lot 7 5474 318 SFR SW BLOCK 1 Lot 24 8658 552 SFR PLAT LEGEND INST. N0. 8654651 ` \\\ \\ \\ \\ \ ` 11 \� X I- I I 1 ECR I NW BLOCK 1 Lot 8 5600 325 SFR SW BLOCK 1 Lot 25 7340 508 SFR > z \\ x �\. � \"• � x � ° � \ X � NW BLOCK 1 Lot 9 7213 392 SFR SW BLOCK 1 Lot 26 6577 328 SFR PROPOSED FIRE HYDRANT \ �\ �� \\ x\\ I I -- I NW BLOCK 1 Lot 12 5626 323 SFR SW BLOCK 1 Lot 27 6577 328 SFR z � STREET LIGHT ` \ \ \� \�� + �� .r i `\ \ NW BLOCK 1 Lot 13 4408 302 SFR SW BLOCK 1 Lot 28 7340 508 SFR 2P26 EXISTING CONTOUR SSMH B8 N J ------- \ NW BLOCK 1 Lot 14 4400 300 SFR SW BLOCK 1 Lot 29 7340 508 SFR \ \ \\ \\\ + �� RIGHT-OF-WAY LINE \\\ t*`\\\ \ , 13 \ \ X - - --- ---- ----- I X� / \ NW BLOCK 1 Lot 15 4400 300 SFR SW BLOCK 1 Lot 30 5502 307 SFR x LOT LINE - I X + NW BLOCK 1 Lot 16 4376 298 SFR SW BLOCK 1 Lot 33 11769 548 SFR GRAVITY IRRIGATION LINE ` T° \ \�� �\\, 14 Q \ o` \ �� s�� EXISTING 6 \ NW BLOCK 1 Lot 1. 5762 329 SFR SW BLOCK 1 Lot 34 16066 593 SFR : .A\ \ x + EAST BOUNDARY IDAHO s � \ � � X ...: \ � \ \� HOME TO I I I I NW BLOCK 1 Lot 18 6667 376 SFR SW BLOCK 2 Lot 3 3707 283 SFR O EXISTING SEWER LINE \\\ \\\\�\ \ �� \ \ I REMAIN — \ POWER BLANKET EASEMENT J� ° �D5INST.N0. 775256 NW BLOCK 1 Lot 19 7056 355 SFR SW BLOCK 2 Lot 4 3572 279 SFR s s PROPOSED SEWER LINE \ �`� 15 � \-N NW BLOCK 1 Lot 22 4409 302 SFR SW BLOCK 2 Lot 5 3570 278 SFR w EXISTING WATER LINE � ``. \ � �\ � ° � �s \ ----- --------- , x ________ W \� I 3 --- ------- NW BLOCK 1 Lot 23 4400 300 SFR SW BLOCK 2 Lot 6 3570 278 SFR w W PROPOSED WATER LINE � �\ � � � � ., 16 � \ �. \ �`— � � \\ \� ��\ v �� NW BLOCK 1 Lot 24 4400 300 SFR SW BLOCK 2 Lot 7 3570 278 SFR PRESSURE IRRIGATION LINE \ \ `� \� SW BLOCK 4 �® NW BLOCK 1 Lot 25 4400 300 SFR SW BLOCK 2 Lot 8 3622 286 SFR PI PI � � . 1 SMH B9 so So STORM DRAIN LINE \ Fes` + �° �P �. � ` NW BLOCK 1 Lot 26 4400 300 SFR SW BLOCK 2 Lot 9 4278 325 SFR ROAD CENTERLINE \\ \\\ �\ 1 8 \ ��' 12 �� NW BLOCK 1 Lot 27 4501 310 SFR SW BLOCK 2 Lot 10 4460 333 SFRIL \ \ \ ,x \+ 1 ROLLED CURB/GUTTER AND SIDEWALK ` \\ °� \\\\\ � � � � , � � \ \ ® NW BLOCK 1 Lot 29 7589 361 SFR SW BLOCK 2 Lot 11 4353 325 SFR ASPHALT PATHWAY \��\ \ F� \ } 19\ x i \ \ NW BLOCK 1 Lot 30 6631 352 SFR SW BLOCK 2 Lot 12 4416 328 SFR , 0 EP EP EXISTING EDGE OF PAVEMENT ` \ x �� + \ NW BLOCK 1 Lot 31 6607 342 SFR SW BLOCK 2 Lot 13 4444 329 SFR \ \ \\\\ I 'IS H B10 w I NEW EDGE OF PAVEMENT ` I '0l r w w w w ° w w NW BLOCK 2 Lot 2 4393 298 SFR SW BLOCK 2 Lot 14 4411 328 SFR EP EP " ` NW BLOCK 2 Lot 3 4400 300 SFR SW BLOCK 2 Lot 15 4377 325 SFR �1 LOT NUMBER O ��� ` \\ I r� k s s YI: JVV� m s o-�s Ln CD �� w 21 N \v� NW BLOCK 2 Lot 4 4400 300 SFR SW BLOCK 4 Lot 2 61459 1108 EXISTING HOME 6,500sr LOT AREA 100 ` MH B1 1 ° N NW BLOCK 2 Lot 5 4400 300 SFR SW BLOCK 4 Lot 6 38892 1054 EXISTING HOME o BLOCK 7 BLOCK NUMBER o�F��O `\\ \I \ ` SSMH B12 SW BLOCK 1 Lot 4 4810 292 SFR SW BLOCK 4 Lot 7 7122 338 SFR X f FLOW ARROW SW BLOCK 1 Lot 5 4306 284 SFR SW BLOCK 4 Lot 8 4217 291 SFR J W. ASHTON DR. STREET NAME `� �L1 `\ s ADO•t<,P.w � �\ \ SW BLOCK 1 Lot 6 4124 287 SFR SW BLOCK 4 Lot 9 4191 290 SFR \\\�QO SW BLOCK 1 Lot 7 4400 301 SFR SW BLOCK 4 Lot 10 4166 288 SFR SURVEY LEGEND �c,PG;��' \ O xl \ SW BL CK 1 15.0 ` �� \\� \\\�,5� SW BLOCK 1 Lot 8 4665 313 SFR SW BLOCK 4 Lot 11 4121 286 SFR EGRESS/INGRESS \ \ PI PI \ \ \ \ \ 9�9 PI PI p PI PI PI EASEMENT INST. \ FOUND ALUMINUM CAP NO. 8806507 ` \ \ 4� I �\ p\� \ 31 DATE: ® FOUND 5/8" IRON PIN �� \ \ tiF , I 11-11-2020 CALCULATED POINT 10.0' IDAHO \� \\\ \\\�y- \ \ \\ 0 POWER EASEMENT ` ��\ \ 1 ) ® \ �` PROJECT: PROPERTY BOUNDARY LINE INST. NO. 8654651 \ \\\\\ \ \\\ PI 60 0 30 60 120 C2019-013 -- -- -- SHEET - -- SECTION LINE �� \ \ I PI P' P' PI Pi—% PI PI PI M Q O U QW w N � r_ ` 0O M SEWER LINE A PROFILE SEWER LINE C PROFILE ,� v- N � T W � L 3 2580 2580 Z 3 SSMH A5 STA:4 70.09 W Z RIM:2 58.84 2570 2570 - N SSMH Al - EXISTING INV IN:2545.98 SWuj STA:2+00. 4 INV IN:2545.98 E Z Z co w Z ,� w � Z �' RIM:2558. 5 INV 0 T:2545.88 NW N z z ._ w Z INV IN:25 4.44 S wZ U) f00 C° ''�� �N SSMH Cl Z Oo Z w M 2570 �, 2570 LLI Q °° o U) r i STA: +85.48 �n o wZ wN O� U) r r N,*� Q + cow Mcfl cfl� RIM: 555.26 U)� ao N�00 J `� - W � Nm (n� lnr N �a0 a0 � � NLoN 8 - � � � � cor uj 3 r cornq* q* Q + (0 = ENO No U) ��! INV IN:254 .30 SW NI:� MC6N - 1 � 0`no � ��ri Nco N ��n U) o� � .. r7 toZ� NOk �> m W �N NH I V OUT:25 7.20E • n,*1.0 o LO1 C� w Nr r4 'mN + coNN 2 � N-0 NE? + �ZZO N �j1.n .. + mO (0 L 0� ��; �iN N �N Q NH O �z z a •'ZZ 2560 = r) N- -0 'nZ~ CO NO 2560 O r � 0010 co N Z N N -- Q g> » 2 N-0 �> N � �m .. 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BAILEY P.E. pV ®0.42% DRAWN BY: BEB II I I 251 LF " PVC 00 65% I I 68 LF 8" PVC 00. 2% 268 F 8" P C 00.42% 115 LF " LF 8 2540 12 L 8" PVC 00.4 % PVC 00.42% LF 8" 4PVC 00.42% \-38 PVC ® .42% 75� LF 8"C 0.42% 2540 2540 2535 2535 1 +50 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 1 +50 2+00 3+00 4+00 5+00 6+00 7+00 SEWER LINE B PROFILE 2580 2580 SSMH 61 SSMH B1 STA: +36.31 IM:2567.2 RIM: 556.43 INV OUT:2555.13 co INV IN:254 .22 SW w W Z Z Z m 2570 INV OUT:25 6.12E (n z Z ``' ``'In O _ 2570 wZ WZ OOP Nm 00� 00 0004 � M j � O �= OCpU)L0 n Z N Lr N _ N CN ,n p�U)pp* r7 � 00 � m +Lo � H U) �q1t Li Z N O �00 N p��N � � 6L + co NLr)ZO (n3 � N � m � °a NQ m cO �Z� oO� � N� - lr% (nQ �»� - -_ - -- - --- (0U) 1N * 00 � t 00 m00 rim m 000 mNH N-- LOZO 2 N-0 Q .. �- 10uNND � r7cflcfl r7 tm M0t mp �mN + U ..0 N _»> = � N-O >> N ~ �ZZ ol 21+7NZZ0 "tq* * � Mcfl '�N MCA ^U .. mmmNH 2O) NZ0 (n FezZZ --- - (nH �>> N �ZZ NNE-- (nH � >> mcD6NN .. m + Z? m + LpZ 200C4 N � i» - -- �� / (n (n �ZZ 2560 NN �zzz 21+� NZZ � co -o � rN- N » (n (no'?? - -- - - - - - - - - 2560 V) >>> (n (n ZZ (nc~i� Ix (n (n R? ?Z - - IF 7 299 LF 8" 55 LF 8" 45 LF 8' PVC 0.65% 2550 116 LF P C ®0 42 VC C�0.42 0 " 0 2550 127 LF 8" 108 LF 8" PVC 00.42% 127 LF PV ®p,42% PVC 00. 2% Z " pVC ®0. 2% o 79 LF 8 4�= 272 F 8" PVC 00.4 % F a U N W PVC 00.42% 20 LF 8" PVC ® .42% I L w N_ a 0 2540 2540 W Z 1 +50 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 . nn V , W U -1 0 Z SEWER LINE D PROFILE SEWER LINE E PROFILE SEWER LINE F PROFILE SEWER LINE G PROFILE 0 L 2580 2580 2580 SSMH A8 2580 2580 2580 2580 SSMH G3 2580 STA:10+56.25 SSMH 137 SSMH 132 STA:4 24.61 > Z RIM:2560.99 STA:10+92.98 TA:4+07.19 RIM:2 62.75 SSMH A5 INV IN:2548.74 SE RIM:2560.77 RIM:2562. 1 INV I :2551.24 SE W STA:4+70.09 INV IN:2550.00 SE INV IN: 551.07 SE] [INV UT:2551.1 NW RIM:2558.84 INV OUT:2548.64 NW INV IN:2550.00 NE INV OU :2550.97 INV IN:2545.98 SW SMH E2 INV OUT:2549.90 NW 00 n/ rn L.L INV IN:2545.98 NE Z w STA:3+89.72 w ci INV OUT:2545.88 NW Z z N 3 Z (Z RIM 2562.22 N z (n r Ln N O INV OUT:2 49.99 N r w w N o •IN W 2570 z ,n 00 2570 2570 O 2570 2570 r r 2570 2570 N O c� 2570 W m� �� N N00 00 �� 000 N N00 N q* m . + mO 0 N00 Nr 17 ��� 0 ao ao� N nN 0 m�� MO m00 00� _� mM� 0 � �N = co NO 00� r ��� ��N � '� �N p �H 00 SUN mt m r� �N 00 cON rinN 2 NZ (n H �Z I M � M mN mONF DM EN EN + �O LdV) CONH pMCONIN ro .. � � pm .. (n (n0'- �1 0) Npqtm 1.0 +111 � ••O + ZZD 2rN0 + L0ZOO + mZZOO O (o� O + mNI N ~ Fy Z W V / 0NILN �NH 'tN-0 U) .. >> NH -Z � Q �>> � Q � >> Q (n � (n (n IRK- U) (n � _ Q / n 2NNZ0 H �» V) (n (n ZZZ (n (n �zz (n (n �ZZZ F- NN �zz NN �ZZ N �ZZ _ --- - -- - ---- - - -- - - - -- -- _ N � _ -- _- - - - _ - - -- - - - --- --- - - - - 2560 2560 2560 2560 2560 2560 2560 2560 � � W Q LL 0 222 LF 8' " 0.6 % nn 2550 2550 2550 " 2550 2550 2550 2550 48 LF 8" ® 2550 L.L » 1 8 LF 8 PVC ®0.4 76 L 8" 80 LF 8 pV 00.65% 204 LF 8" VC ®0.42% W 98 LF 8 •42% VC ®0.6 % PVC 0.65% 13 LF 8" 36 LF 8" 0 227 LF 8 PVC 0.42% pVC PVC ®0.42% PVC 0.42% pVC o v X 34 LF 8" \-l9 LF 8" PVC 00.42% Z PVC 00.42% 0 2540 2540 2540 2540 2540 2540 2540 2540 0 1 +50 2+00 3+00 4+00 5+00 6+00 7+00 7+50 1 +50 2+00 3+00 4+00 4+50 1 +50 2+00 3+00 4+00 4+50 1 +50 2+00 3+00 4+00 5+00 6+00 7+00 7+50 IL DATE: 11-11-2020 60 0 30 60 120 PROJECT: C2019-013 SCALE IN FEET SHEET 1" = 601 1p p .41 VERTICAL SCALE: 1"=6' CS �2 0 E Rw ON 0S CD NC: z OPEN SPACE EXHIBIT Z z FOR - -------- -- --------- - --------- -- --------- -- --------- - --------- -- --------- - ------- - --------- -- --------- -- --------- - --------- -- ------- --- --------- -- --------- - ---------------- --- 77-7 FT SUBDIVISION FOXCRO 11 25,557 sf W Z Z u) KK H� X A A X)6"v"v_v_ wvvvvvv mlvvvvv "Ivvvvvvvvvvvvvvvvl Z Lu (0 NW BLOCK �__ M 00 \\ _ \ —� 10 13 14 15 16 17 18 19 Lij Cf) % 0 uj Ld 3 \ C.� Lu J� 42,695 8 \ 21 ,7 s A L L \It Sf v 2,677 sf v U X DOVER DR N ,N ZNZ)Z\/VVVV I —,- 23 sf 01 ID oAp U .B to vv 0 7� ' © i - ,.,i i - . / v '' CHECKED BY: C"I 3 DAVID A. BAILEY P.E. AAAAA DRAWN BY: k t� DAB/BEB AREA 4vv 12,574 8,095 sf 0 Sf \47, 19 5, sf kl6 0 '7 VV\A/V\/I&--' uvvv\/VV ___1 9 5 4 4 8 s f/ AREA 4,350 S f — — — — )AAA AAA RFA 2 -------------------------I ---------------------- -------- --------------- % 26,277 Sf 5 --------- -- --------- -- ---------- --- ---------- - --------- -- --------- -- -------- !------- \ � � \ I I j I I 10 I I I I I �-J VA C_ i i CLUBHOUSES 13 -------I A 3 ARE --------------- tt .. \ -- --------- -- --------- -- ---------- -- ---------- -- -------- OFF -------------- 21 ,610--------- -- --------- Sf" 4 z V C * Vv vvvv i /VVVA#iZV\&MT\/"XfVfV\./A/vy /Vvvv \AA/wxw\/SevffPbvkPKr\yvy/vv AREA zi vvvv \\ \` i' ! 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Z-100, ---- --- --------- W PINE AVE. ----EX-1-ST-SOEWALK- ----- --- ----------- �AVIVVVV Vvvvvvvv VVVVVV\/ 2 1 20,072 s 2,678 - - - vvvvvv\/\/vvD000C\­ Sf vvvvv VDII SW LOCR 2 Common Lots LEGEND 5 5 9 0 s f 16 Lot Area Type _j QUALIFIED OPEN SPACE - 4.46 acres 12.5% NE BLOCK 1 Lot 1 OPEN 40162 IRRIGATION EASEMENT WOW NE BLOCK I Lot 2 OPEN 29558 BUFFER � ; \ jlI z NE BLOCK I Lot 3 OPEN 58385 OPEN 0 �% O \ / ALLEY NE BLOCK I Lot 10 OPEN 195448 PARKING NON QUALIFIED OPEN SPACE LL N 0 (n A vqq(xx)g�� 11 ,053 \ \ -'.4 NE BLOCK 1 Lot 12 OPEN 26277 OFFICE/REC CENTER 1A/v.11wvv SfVVrVV7VVV\ NE BLOCK 1 Lot 14 OPEN 21610 OPEN NAAAAAAAA \/wvw LLJ NW BLOCK 1 Lot 1 OPEN 47195 TEN MILE CREEK 4aa441I V MULTI-FAMILY OPEN SPACE 63,575 sf NW BLOCK 1 Lot 2 OPEN 2557 BUFFER >w 241 1 sf wiz , i I I I I I I I NW BLOCK 1 Lot 10 OPEN 28674 PATHWAY/DRAINAGE �'\ 18, WIDE ASPHALT PATHWAY CONCRETE NW BLOCK 1 Lot 11 OPEN 25557 IRRIGATION EASEMENT \CC7) DRIVEWAY NW BLOCK 1 Lot 20 OPEN 2677 DRIVEWAY Z V Z 96, 169 sf NW BLOCK 1 Lot 21 OPEN 3523 OPEN V_ 274 sf EXISTING NW BLOCK 1 Lot 28 OPEN 4843 DRIVEWAY 0 HOME TO 0 0 CO \ REMAIN NW BLOCK 1 Lot 32 OPEN 5360 BUFFER — ONW BLOCK 2 Lot 1 OPEN 15476 OPEN/DRAINAGE DEVELOPMENT FEATURES (n V) 5,597sf, SW BLOCK 4 1 SW BLOCK 1 Lot 1 OPEN 96169 TEN MILE CREEK O ISW BLOCK I Lot 2 OPEN 2678 BUFFER ACREAGE MULTIFAMILY USEABLE 4 TOTAL PARCEL-35.72 ACRES > PLAT LEGEND SW BLOCK I Lot 3 OPEN 5590 DRAINAGE NW-8.36 ACRES OPEN SPACE 11 \ I SW BLOCK 1 Lot 15 OPEN �053 PATHWAY SW- 14.62 ACRES AREA S.F. > PROPOSED FIRE HYDRANT SW BLOCK 1 Lot 31 OPEN 2143 OPEN NE- 12.74 ACRES AREA 1 4,350 Z CE-+ STREET LIGHT SW BLOCK 1 Lot 32 OPEN 2198 DRIVEWAY SFR-22.98 mm 2726 MULTI-FAMILY- 12.74 AREA 2 26,277 W EXISTING CONTOUR SW BLOCK 1 Lot 35 OPEN 8815 PATHWAY SW BLOCK 2 Lot 1 OPEN 12791 BUFFER AREA 3 8,095 RIGHT-OF-WAY LINE LOTS LOT LINE V � O \ � SW BLOCK 2 Lot 2 OPEN 2887 OPEN TOTAL LOTS- 116 AREA 4 3,243 -292------ TOTAL DWELLING UNITS GRAVITY IRRIGATION LINE --------- ------- ------- SW BLOCK 2 Lot 16 OPEN 4394 OPEN ------- ------- TOTAL 63,575 ------- -------- BUILDABLE LOTS- ------ EXISTING SF RESIDENTIAL-76 (3 EXISTING)_S_S SW BLOCK 3 Lot 1 OPEN 15536 OPEN/DRAINAGE EXISTING SEWER LINE HOME TO APARTMENT-9 LOTS-216 UNITS C-) 9 7,20 sf SW BLOCK 4 Lot 1 OPEN 2411 BUFFER PROPOSED SEWER LINE COMMON LOTS-31 REMAIN w w EXISTING WATER LINE 15O SW BLOCK 4 Lot 3 OPEN 274 OPEN _ _ SW BLOCK 4 Lot 4 OPEN 5597 OPEN DENSITY _w_w 8.17 PROPOSED WATER LINE OVERALL DENSITY DU/ACRE SW BLOCK 4 Lot 5 OPEN 9720 DRAINAGE PI_PI PRESSURE IRRIGATION LINE I NW BLOCK-28 SFR UNITS 3.35/ACRE SW BLOCK 4 Lot 12 OPEN 4028 OPEN SW BLOCK-48 SFR UNITS 3.28/ACRE > STORM DRAIN LINE SW BLOCK 4 NE BLOCK- 216 UNITS 16.95/ACRE ROAD CENTERLINE ® 0 10 ROLLED CURB/GUTTER AND SIDEWALK OPEN SPACE L UDC 11-3G EP EP EXISTING EDGE OF PAVEMENT 4,028 sf­'_\ 10%OPEN SPACE FOR PROJECTS>5 ACRES OPEN SPACE REQUIRED FOR PROJECT 10%)- 3.57 ACR EF EP NEW EDGE OF PAVEMENT '� O \ LOT NUMBER (35.72 TOTAL PROVIDED-4.46 ACRES ES ——————————— 6,500sf LOT AREA OPEN SPACE REQUIRED FOR MULTI-FAMILY — - — - — - (12.74- 10%)- 1.27 ACRES BLOCK NUMBER W SUGAR PINE CT TOTAL PROVIDED-2.02 ACRES BLOCK 7 FLOW ARROW U1% j O UDC 11-4-3-27 B.3. W. ASHTON DR. STREET NAME REQUIRED-80 SF OF PRIVATE USEABLE OPEN SPACE PER UNIT X Z 216 UNITS*80 SF= 17,280 SF �, © PROVIDED->85 SF PER UNIT SURVEY LEGEND 216 UNITS*85= 18,360 SF 0 w SW BLOCK 1 UDC 11-4-3-27 C. O FOUND ALUMINUM CAP Cf) REQUIRED COMMON AREA LL UNITS 55-1200 SF SIZE=250 SF PER UNIT O FOUND 5/8" IRON PIN 0-) TOTAL REQUIRED I 31 216 UNITS*250 SF-54,000 SF CALCULATED POINT DATE: 11-11-2020 w ® PROVIDED COMMON AREA PROJECT: PROPERTY BOUNDARY LINE TOTAL PROVIDED-63,575 SF C2019-013 SECTION LINE 60 0 30 60 120 SHEET .................................... SCALE IN FEET S 11 1 ff = 60f CS� p M o 00 — aCPLu ■ Z � a PATHWAYS EXHIBIT Z NW BLOCK 1 F O R PINE AVENUE DEVELOPMENTS C) �O 0 LZ 'O O OO O O8 9 CN W co O Z vvvv jjLd O W. DOVER OR. 0 --_ � ui � v Q ui 0 NYVAIV Z i i rN4 S�pN A L F�c O z 00 '' T �F 0 Y Y - . �I o O Z V 3 W - 0 '�. � ; b CHECKED BY: ��r i ✓ % O /� �' '' DAVID A. BAILEY P.E. 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SIDEWAEK r-- ------E d��EL 2 1 i — —_ I N. � Jlil 1 O O ® O O O O 10 11 12 13 14 15 16 W O O ALLEY Z vvvv IN � I © 1 ? �P O P� LL O a V C W ® EXISTING w a r � HOME TO 4 N � n REMAIN i L z O FUTURE MILE HIGH PINES O SUBDIVISION 10 SW BLOCK 4 r 1 O Z LJ 4 I o � 11 O 0 _ 1 2 o V O LEGEND �'� `� --`-- -- __--- - -- - --- _ --------- z 4 -- --_-- --_-_ ' ' EXISTING 0 QUALIFIED OPEN SPACE HOME TO ' REMAIN II ` I ' II ` j l NON QUALIFIED OPEN SPACE 1 0 \ III SW BLOCK as O I �` . I J MULTI-FAMILY OPEN SPACE O O O 1 0 1 2 '� I O O O (� ASPHALT PATHWAY O � I SIDEWALK W. SUGAR P/NE CT. ` ' LL Q 2� O C0 ) 0 � 20 0 �o C� PLAN LEGEND Ra SW BLOCK 1 33 � U O m STREET LIGHT \ O RIGHT-OF-WAY LINE �� %\ LOT LINE 4 O O � =4 — ROAD CENTERLINE `�. 0 \ � ROLLED CURB/GUTTER AND SIDEWALK EP EP EXISTING EDGE OF PAVEMENT EP EP NEW EDGE OF PAVEMENT -- -- _ DATE: LOT NUMBER - - - - - - - - - 11-11-2020 BLOCK 7 BLOCK NUMBER 60 0 40 30 120 C2019-013 PROJECT: W. ASHTON DR. STREET NAME SHEET SCALE IN6FC�ET