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PZ - Public Utility Plans
■ 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. E - i DRAWN BY: O II \ / / -J n II -- I� 1 r� 4 _ I _ I - r O _ II I I I _I I 1 n/ I I L I I I -I I - _ 0 0 ` I ! CLUBHOUSE/ - 8 -- O I OFFICE ,------------- I ' � `� jvvv _ O 61 II - -j - j I i I �,, vvvIk' 0 11 --- ---- ---- --+ � �_,� % OLZ 3 -- -- -- � I 0AA _ vvv W I - I II v 2 0 �1 �0 O II '----- EXISTING p --- - -- / I / -T -------- 2 Z HOME TO 11 -- 15 � O O REMAIN W IIE- - _- , 1 0 / ----------------------------- ' / vvvvvvv 2 \i / -- � I- --�----- —---------I ------ r -� ! _ vvx2 - vv i i -- -- -- I ` W PINE A VE. I --- W. PINE A VE. ' I --------------- EXIST. 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 ■ 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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STREET NAME SHEET SCALE IN6FC�ET ailey Engineering,Inc. CIVIL ENGINEERINGIPLANNINGICADD Preliminary Engineering Report For Foxcroft Subdivision Ada County, Idaho SEWER/WATER IRRIGATION STORM DRAINAGE PROJECT NO: C2019-013 SS\04AL E'vG '�;C,%S 'E q�oti DATE: 11/13/2020 DEVELOPER 9TF OF \�P�C , Trilogy Development ID A I P 9839 W. Cable Car St., Suite 101 Boise, ID 83709 (208) 895-8858 1119 E. State St., Suite 210 ♦ Eagle, Idaho 83616 ♦ Tel.: 208-938-0013 Preliminary Sewer & Water Report • The proposed Pine Street Subdivision will have 88 buildable single-family residential lots and 216 apartment units in Meridian,Idaho. It should be noted that there are three existing homes that will be protected. (85 new, 3 existing single-family residential lots). • The property is made up of multiple parcels which are currently farmland. Sewer • There is an existing 12"sewer line in the along the Ten Mile Stub Drain(along north boundary). Sewer profiles are included in the preliminary plat. • There is a reclaimed water line stubbed towards us.May need to extend or do something with. Water • There are three(3)active wells on the subject property that will be abandoned with construction. • There is an existing 12"water main stubbed west from Ten Mile at Pine. • The preliminary plat does not show a water main in Pine beyond the easternmost entrance. • A water main crossing of the Ten Mile Creek is not proposed with the preliminary plat. Preliminary Irrigation Report Gravity Irrigation • The subject property lies within the Nampa&Meridian Irrigation District service area. • The Ten Mile Creek runs along the western boundary and the Ten Mile Stub Drain runs along the north boundary.Both names come from nearby plats. • There are various irrigation lines running across the site: o There is an irrigation box in the northeast corner of the site that appears to feed our site. The topo shows this pipe coming/stubbing from the Ten Mile Stub Drain but it looks like water is coming from the north. Per NMID,the water comes from a headgate north on Franklin,east of Ten Mile. Flows south along Ten Mile before turning west on Pine.Flows in a concrete ditch along Pine before splitting west and north. Both lines eventually end up in Ten Mile Stub Drain. This line is shown as piped to its historic discharge location. o There is a 10"PVC pipe entering the site in the southeast corner. This pipe goes across the site before discharging in the Ten Mile Creek. This line is shown as continued to its historic discharge location. o There's an existing field drain for the out parcel to the southeast of our site. This drain is shown as tied into the irrigation line running along Pine. • The site is in a Zone A flood hazard area.A flood study will be required. - A bridge over the Ten Mile Creek will be required. Pressurized Irrigation • The subdivision will tie into an existing pump station on Ten Mile,just north of the Ten Mile Stub Drain. • A subsurface pressure irrigation system will provide water to individual lot services. Pressure irrigation lines will be located in the back of lots. • Water rights are attached to this report. Preliminary Drainage Calculation Report The proposed Foxcroft Subdivision is located west of Ten Mile, at Pine Ave. in Meridian,Idaho. The site is currently multiple residences and farmland. The land generally slopes up from the northeast to the southwest. The front half of each building lot will be sloped toward the roadway and has been accounted for in drainage calculations. The back of most building lots, `Type A' lots, will drain to the rear towards a backyard swale. The entirety of`Type B' lots will drain to the front of the lot. The drainage areas have been delineated with attention to the anticipated lot type, with the front half of`Type A' lots and the entirety of`Type B' lots added to the appropriate drainage basin. Infiltration ponds are proposed at locations across the property to collect stormwater runoff from the proposed drainage basins. Prior to entering drainage facilities,runoff will be treated in sand and grease traps or manholes,per ACHD policy. Drainage along Pine Ave.will be served via infiltration swales along Pine. These swales will be sized with final design. Preliminary calculations were performed using rough grade breaks and drainage basins. Final profiles were not developed in the conceptual analysis;pond dimensions and location will be finalized when individual phases are being developed. See attached drainage map for preliminary drainage basins. (Appendix#3). Assumptions and Methodology 1. Site Grading. a. The existing site slopes up from northeast to southwest. b. Grading across the site will be performed on a limited basis for road sections and lotibuilding pads. Conceptual drainage basins have been designed to maximize the existing topography of the site. 2. Ada County Highway District Methodology was used for drainage analysis. a. Rational Method used for peak flows: Qp =CIA i. Qp =Peak flow for a 100-year design storm was used in preliminary analysis. ACHD's IDF curve was used to calculate peak storm runoff. The minimum time of concentration of 10 minutes was used in analysis. It is likely that a higher time of concentration will be calculated in design, which will lead to a lower intensity storm, and thus a lower peak flow. ii. C =Weighted Runoff coefficient based on land use 1. Asphalt/Sidewalk=.95 2. Single-Family Lots=0.45 3. Landscape Areas=.2 It is important to note that in preliminary calculations an estimated runoff coefficient was used. These runoff coefficients are based on previous subdivision designs. A weighted runoff coefficient of 0.60 was used in analysis of interior drainage basins that contain roadway and primarily single-family building lots. A runoff coefficient of 0.8 was used for Drainage Basins 3 & 4, as the basins contain mostly asphalt and concrete, with some landscaping area. A runoff coefficient of 0.90 was used for drainage areas 10-15 as these areas are mostly the Pine Ave frontage. iii. I=Rainfall intensity of design storm equal to time of concentration, inches/hour—ACHD Intensity-Duration-Frequency Curve was used in analysis iv. A =Area of drainage basin under consideration—The site is divided into basins as shown on attached drawing b. Runoff Volume Calculated using 1.15 inches of rainfall over the contributing area over a I hour period(ACHD Policy) i. V=CIA*3600 c. Typical drainage calculations are attached. d. Infiltration pond design i. Design volume was not increased by 15%to account for sedimentation by assuming that the percolation rate during the storm is zero. ii. Typical calculations for the infiltration ponds are attached 3. No permits or discharge agreements are expected to be required to construct the site drainage and irrigation systems as described in this report. RUNOFF COEFFICENTS, RUNOFF&INFILTRATION POND CALCULATIONS—Appendix 1 IDF CURVE—Appendix 2 DRAINAGE AREA MAP—Appendix 3 WATER RIGHTS—Appendix 4 Pine Street Preliminary Drainage Calculations Updated: 11/13/2020 All Ponds 4H:1V Slopes 2.0' Water Depth 2.5'Total Depth (10' offset) 20% upsizing to account for forebay being added &taking up volume down the road Drainage Area Area sf Area (acres) 100 cfs V100 (cu ft) Weighted Runoff Coefficient Time of Concentration Pond Design Plat Pond Capacity (estimated) (min) (estimated) Volume (cu ft) cu ft 101 39859 2.715 0.65 20 3.19 6099 7319 8738 Pond A 102 78403 103 43552 1.000 0.65 20 1.18 2246 2695 2779 Pond B 104 75249 1.727 0.80 20 2.50 4776 5731 6553 Pond D 105 61873 1.420 0.80 20 2.06 3927 4713 4960 Pond E 106 47745 1.096 0.60 20 1.19 2273 2727 2779 Pond 5 107 83276 1.912 0.60 20 2.08 3964 4757 5313 Pond 6 108 122733 2.818 0.60 20 3.06 5842 7011 7586 Pond 7 110 6613 0.152 0.90 20 0.25 472 567 0 Roadside Swale 111 13735 0.315 0.90 20 0.51 981 1177 0 Roadside Swale 112 20754 0.476 0.90 20 0.78 1482 1778 0 Roadside Swale 113 8712 0.200 0.90 20 0.33 622 746 0 Roadside Swale 114 7506 0.172 0.90 20 0.28 536 643 0 Roadside Swale 115 13772 0.316 0.90 20 0.52 983 1180 0 Roadside Swale 116 145263 3.335 0.60 20 3.62 6915 8298 9708 Pond C ACHD IDF, with revised curves Tc 100-Year 10 2.58 15 2.18 20 1.81 25 1.58 30 1.51 35 1.25 40 1.15 45 1.07 50 1.00 55 0.96 60 0.96 BOISE AREA INTENSITY-DURATION-FREQUENCY,WITH REVISED IDF CURVES Intensity(inches per hour) Design Storm 2 5 10 25 50 100 Tc 0.17 10 min 0.69 1.15 1.45 1.85 2.20 2.58 0.25 15 min 0.59 0.97 1.22 1.56 1.86 2.18 0.33 20 min 0.49 0.81 1.01 1.30 1.54 1.81 0.42 25 min 0.43 0.71 0.89 1.14 1.35 1.58 0.50 30 min 0.41 0.67 0.85 1.08 1.29 1.51 0.58 35 min 0.34 0.56 0.70 0.90 1.07 1.25 0.67 40 min 0.31 0.51 0.64 0.82 0.98 1.15 0.75 45 min 0.29 0.48 0.60 0.77 0.91 1.07 0.83 50 min 0.27 0.45 0.56 0.72 0.85 1.00 0.92 55 min 0.26 0.43 0.54 0.69 0.82 0.96 1.00 1 hour 0.26 0.43 0.54 0.69 0.82 0.96 2.00 2 hours 0.16 0.25 0.31 0.39 0.46 0.54 3.00 3 hours 0.13 0.19 0.23 0.29 0.34 0.40 6.00 6 hours 0.09 0.12 0.14 0.18 0.21 0.25 12.00 12 hours 0.06 0.08 0.10 0.12 0.14 0.16 24.00 24 hours 0.04 0.06 0.06 0.08 0.09 0.10 Boise Area Intensity Duration Frequency (IDF) 3.00 ------.2year 2.50 -*-5 year 22.00 -x-10 year y -6 25 year s c1.50 X\ 50 year r t/1 X --0-100 year 21.00 --*\ X....................... \ 0.50 ��X\ 0.00 10 min 15 min 30 min 1 hour 2 hours 3 hours 6 hours 12 hours 24 hours Duration in minutes and hours S:\ACHD Policy Manual Update\ACHD_SD_CALCS_November 2018 11/13/2020, 12:11 PM Version 10.0, May 2018 Q O E QN { ♦ + O 0) v N T W ■ Z — Z ------------------------------ _ _ ° ---------- ---------- -2554= ` \ —=_ _ ��� _— ---- uiZ_ o 1 —2554— \\ \ cq > w ` W .......... \ \ - : . . 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SUGAR PINE CT. \\ I U BLOCK 7 BLOCK NUMBER \ \\\� FLOW ARROW \ vI \ v J \ W. ASHTON DR. STREET NAME ` \ \\�\�\\\\�F D A 108 - SWBLOCK 1LL co °ti SURVEY LEGEND — \ FOUND ALUMINUM CAP \ \\�� \ \� \\�O\ DATE: cc ti� 11-11-2020 O FOUND 5/8" PROJECT:IRON PIN \ \\ \\� \\\ �y-\\ I \ \ C2019-013 A. CALCULATED POINT ` \\\ \\ II ) \\ SHEET PROPERTY BOUNDARY LINE SECTION LINErMApli ` V NAMPA & MERIDIAN IRRIGATION DISTRICT 1503 FIRST STREET SOUTH, NAMPA, ID 83651-4395 Assessment# Assessment Number Report 1320 W - - MailTo: GRS INVESTMENTS LLC 3515 W PINE AVE MERIDIAN ID 83642-5437 Deeded 1: GRS INVESTMENTS LLC Property Address: 3715 W PINE AVENUE MERIDIAN ID Ada County Parcel#: S 1210417910 Legal Description: COM E QTR COR SEC 10 3N 1 W,TH W 1494.3 FT TO RPB;TH S 450 FT,TH E 370 FT,TH S 402 FT,TH W ALONG RR R/WAY TO WRLY R/WAY TEN MILE DRAIN,TH NWRLY ALONG DRAIN 880 FT M/L,TH E 210 FT M/L TO BEG Status: Active Actual Acres: 0.00 Tax Roll 2018 Roll: Tax_Roll District Land: No Assessment Expense: 16.75 Tax Group: Regular Urban Irrigation: District Drainage: 7.50 TCCA: No Pending Segregation: No Ridenbaugh Maintenance: 0.00 LID: Pending Exclusion: No Project Maintenance: 163.43 Bankruptcy: No Tax Deed: No Urban Irrigation: 0.00 Delinquent: No Project Operation&Maintenance Project O&M 2019: 162.94 Excess Delivery 2018: 0.00 Water and Drainage Rights: Ridenbaugh Miner's Inches: Ridenbaugh Drainage Acres: Ridenbaugh Acre Feet: Ridenbaugh Acres: Project Drainage Acres: 2.68 Project Acre Feet: 4.02 Project Miner's Inches: 1.67 Settlers Drainage Acres: Arrowrock Acre Feet: Project Acres: 2.68 New York Drainage Acres: Water Delivery: Delivery Agent Lateral Tap Rotate RMI RA PMI PA NMID KENN 23145 No 1.32 2.11 NMID VON 4510 No 0.35 0.57 Lateral Rider Name Primary Phone Secondary Phone KENN George Figgins 888-2952 VON Wes King 887-1117 Comments: Notice Mailed to: 2018 GRS INVESTMENTS LLC 3515 W PINE AVE MERIDIAN ID 83642-5437 2017 GRS INVESTMENTS LLC 3515 W PINE AVE MERIDIAN ID 83642-5437 2016 GRS INVESTMENTS LLC 3515 W PINE AVE MERIDIAN ID 83642-5437 2015 GRS INVESTMENTS LLC 3515 W PINE AVE MERIDIAN ID 83642-5437 Prepared: 12-Sep-2019 9:37 am gcu Page 1 of 5 NAMPA & MERIDIAN IRRIGATION DISTRICT 1503 FIRST STREET SOUTH,NAMPA, ID 83651-4395 Assessment# Assessment Number Report 1320 K - - MailTo: SCHWEIGER,GARY R-JUDITH L TRUST 3515 W PINE AVE MERIDIAN ID 83642-5437 Deeded 1: SCHWEIGER,GARY R-JUDITH L TRUST Property Address: 3515 W PINE AVENUE MERIDIAN ID Ada County Parcel#: S 1210417300 Legal Description: COM E-QTR COR SEC 10 3N 1 W,TH W 939.3 FT TO RPB;TH S 5*W 385 FT,TH W 152.11 FT,TH S 100 FT,TH W 370 FT,TH N 450 FT M/L TO N BDRY SE QTR,TH E 555 FT TO BEG Status: Active Actual Acres: 0.00 Tax Roll 2018 Roll: Tax_Roll District Land: No Assessment Expense: 16.75 Tax Group: Regular Urban Irrigation: District Drainage: 14.50 TCCA: No Pending Segregation: No Ridenbaugh Maintenance: 0.00 LID: Pending Exclusion: No Project Maintenance: 315.88 Bankruptcy: No Tax Deed: No Urban Irrigation: 0.00 Delinquent: No Project Operation&Maintenance Project O&M 2019: 314.94 Excess Delivery 2018: 0.00 Water and Drainage Rights: Ridenbaugh Miner's Inches; Ridenbaugh Drainage Acres: Ridenbaugh Acre Feet: Ridenbaugh Acres: Project Drainage Acres: 5.18 Project Acre Feet: 7.77 Project Miner's Inches: 3.24 Settlers Drainage Acres: Arrowrock Acre Feet: Project Acres: 5.18 New York Drainage Acres: Water Delivery: Delivery Agent Lateral Tap Rotate RMI RA PMI PA NMID VON 4510 No 3.24 5.18 Lateral Rider Name Primary Phone Secondary Phone VON Wes King 887-1117 Comments: Notice Mailed to: 2018 SCHWEIGER,GARY R-JUDITH L TRUST 3515 W PINE AVE MERIDIAN ID 83642-5437 2017 SCHWEIGER,GARY R-JUDITH L TRUST 3515 W PINE AVE MERIDIAN ID 83642-5437 2016 SCHWEIGER,GARY R-JUDITH L TRUST 3515 W PINE AVE MERIDIAN ID 83642-5437 2015 SCHWEIGER,GARY R-JUDITH L TRUST 3515 W PINE AVE MERIDIAN ID 83642-5437 Prepared: 12-Sep-2019 9:38 am gcu Page I of 4 NAMPA & MERIDIAN IRRIGATION DISTRICT 1503 FIRST STREET SOUTH, NAMPA, ID 83651-4395 Assessment# Assessment Number Report 1320 H - - Mai1To: JOHNSON,CASEY J L-KIMBERLY R 3513 W PINE AVE MERIDIAN ID 83642-5437 Deeded_1: JOHNSON, CASEY J L-KIMBERLY R Property Address: 3513 W PINE AVENUE MERIDIAN ID Ada County Parcel#: S 1210417500 Legal Description: COM E-QTR COR SEC 10 3N 1W,TH W 939.3 FT,TH S 5*W 385 FT TO RPB;TH S 5*W 30 FT,TH S 43*E 659.5 FT TO RR R/WAY,TH W 603 FT ALONG RR R/WAY,TH N 502 FT,TH E 152.11 FT TO BEG Status: Active Actual Acres: 0.00 Tax Roll 2018 Roll: Tax_Roll District Land: No Assessment Expense: 16.75 Tax Group: Regular Urban Irrigation: District Drainage: 11.73 TCCA: No Pending Segregation: No Ridenbaugh Maintenance: 0.00 LID: Pending Exclusion: No Project Maintenance: 255.51 Bankruptcy: No Tax Deed: No Urban Irrigation: 0.00 Delinquent: No Project Operation&Maintenance Project O&M 2019: 254.75 Excess Delivery 2018: 0.00 Water and Drainage Rights: Ridenbaugh Miner's Inches: Ridenbaugh Drainage Acres: Ridenbaugh Acre Feet: Ridenbaugh Acres: Project Drainage Acres: 4.19 Project Acre Feet: 6.29 Project Miner's Inches: 2.62 Settlers Drainage Acres: Arrowrock Acre Feet: Project Acres: 4.19 New York Drainage Acres: Water Delivery: Delivery Agent Lateral Tap Rotate RMI RA PMI PA NMID VON 4510 No 2.62 4.19 Lateral Rider Name Primary Phone Secondary Phone VON Wes King 887-1117 Comments: Notice Mailed to: 2018 JOHNSON,CASEY J L-KIMBERLY R 3513 W PINE AVE MERIDIAN ID 83642-5437 2017 JOHNSON,CASEY J L-KIMBERLY R 3513 W PINE AVE MERIDIAN ID 83642-5437 2016 JOHNSON,CASEY J L-KIMBERLY R 3513 W PINE AVE MERIDIAN ID 83642-5437 2015 JOHNSON,CASEY J L-KIMBERLY R 3513 W PINE AVE MERIDIAN ID 83642-5437 Prepared: 12-Sep-2019 9:37 am gcu Pagel of 3 'o wC) bC c) � T� 7 011m IV y 0 0 E. 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