Loading...
HomeMy WebLinkAboutPre-plat Q O U Q N PRELIMINARY PLAT FOR - co .5 p!' �R N 1 ° ' " FOXCROFT SUBDIVISION = csWT "i z 000 PARK S652402 E CHAPARRAL _ 49.70' N89.34'58"E ELEMENTARY SCHOOL � z 3 A PORTION OF THE SW 1/4 OF THE NE 1/4 OF SECTION 10 z �-------------------------------- , -n-------;------------------------------------------ --- ' TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN = S89 3719E 765.14 ■- a ° 11 S85'32'14"E 126.24'I MERIDIAN, ADA COUNTY, IDAHO _56�8• \\ 2020 cs M OSH ERS FARMgm W w 8, NW LOC 1 SUBDIVISION W BK. 88 PG. 10001 z_ �� u � o 1© 1© 14 15 16 1© 18 19 S66`39,0 RODS PARKSIDE G+ z W M y i CREEK NO.�2 y O W o W. ACARRERA LN. TIBURON Q RODS PARKSIDE -MEADOWS V w s W. D01/ER DR. ; RODS PARKSIDE CREEK NO. 4 RODS PARK ID CREEK NO. 1 0 CREEK N0. 3 I I \ - - - -� S�pN A L FN CREEKSTOE - � �'� �� SUBDIVISION \ 21 Q7 56�. , � �srF , _ 113 PG, 16493 ® � � ® 1 3�'s3�F 3\'�� \ m i - � �\ FULLER PARK WooDSIDE N 2 Q 3 S . \ ELEMENTARYCHAPARRAL CREEK N Fa� 10 -� PROJECT o��u�rd U i Y i N\ SCHOOL r OO ® 'y/ THUNDER �T P \ z m W cR SITE BERKELEY CREEK O O F �� SQUARE Z © G) 4 O © J n \ 10 MOSHERS FARM - � CHECKED BY: DAVID A. BAILEY P.E. O ® SOMMERSBY = N_► 0 5 S i i CASTLEBROOK NO. 2 DRAWNA BY: �, \ 2 66• , , i N0. 5 Z �s 0�.35" i 2 - _ CREEKSTONE � ® CHESTERFIELD - 1 NO. 2 THE \ / ; CHESTERFIELD COURTYARDS i ® S50'13'59"E NO. 4 AT EN �^ 22.66' Cl c i ICHENO.TER3 NE BLOCK 1 0 EXISTING s 2 m HOME TO REMAIN 10 3 RAILROAD � n n IA n RAILROD iA 2 2 UMBRIA - \\\NPLATTED N89'36'02"W ° � \ W. PINE A VE. 39.48'�• -� - N89'36'02"W�i_ • --- - -- -4-3 4.64'-- -- --� -- -- -- W. PINE A /E. ---------- --------------------- - --------------------------------------------------------------------------------------- ----------------------------------------- _ -----____-- -� N89.36'02"W 38 _-- I - � O \2 2 1 Q S52.35'07"W \\ � SW BLOCK2 3 71.76' \` 3 2 I v,i Q Common Lots _ V` 03 ® 05 © 07 ® 09 10 11 © 1© ® 1© 16 J ; Lot Area Type VICINITY MAP \ � f ® ii NE BLOCK 1 Lot 1 OPEN 40162 IRRIGATION EASEMENT 1 = 500 CHEOOOEO , NE BLOCK 1 Lot 2 OPEN 29558 BUFFER S U B D�M G�O N NO, 4 ___AL I I if,' N NE BLOCK 1 Lot 3 OPEN 58385 OPEN BK, 112 O, 16216 � � NE BLOCK 1 Lot 10 OPEN 195448 PARKING © � � � - _ � _ _ 3 NE BLOCK 1 Lot 12 OPEN 26277 OFFICE/REC CENTER � PLAN SHEET r� 1 `�� N NE BLOCK 1 Lot 14 OPEN 21610 OPEN N22 44 42 W � Z O O ` j .0NW BLOCK 1 Lot 1 OPEN 47195 TEN MILE CREEK 83.44 1 N krP/ SW BLOCK 4 1 lco NW BLOCK 1 Lot 2 OPEN 2557 BUFFER SHEET DESCRIPTION EXISTING i NW BLOCK 1 Lot 10 OPEN 28674 PATHWAY/DRAINAGE P P- 1 - PRELIMINARY PLAT, SHEET INDEX, N19.21 27"W` �?n n \ HOME TO i NW BLOCK 1 Lot 11 OPEN 25557 IRRIGATION EASEMENT 94.89 y 0 REMAIN i NW BLOCK 1 Lot 20 OPEN 2677 DRIVEWAY PLAT LEGEND VICINITY MAP, NOTES, COMMON LOTS U N B LA TIED NW BLOCK 1 Lot 21 OPEN 3523 OPEN & STREET DETAILS �t1'z 10 NW BLOCK 1 Lot 28 OPEN 4843 DRIVEWAY PROPOSED FIRE HYDRANT PP-2 - PRELIMINARY PLAT & CURVE TABLE z 11 NW BLOCK 1 Lot 32 OPEN 5360 BUFFER �+ STREET LIGHT PP-2 - CONCEPTUAL ENGINEERING PLAN & \ NW BLOCK 2 Lot 1 OPEN 15476 OPEN/DRAINAGE -" EXISTING CONTOUR N25.23'24"W` SW BLOCK 1 Lot 1 OPEN 96169 TEN MILE CREEK RIGHT-OF-WAY LINE PARCEL TABLE PP-3 - CONCEPTUAL SEWER PROFILES Z 125.16 \ I ` SW BLOCK 1 Lot 2 OPEN 2678 BUFFER LOT LINE a SW BLOCK 1 Lot 3 OPEN 5590 DRAINAGE GRAVITY IRRIGATION LINELi N SW BLOCK 1 Lot 15 OPEN 3053 PATHWAY N39'20'28"W 14 �� � � EXISTING © � s s EXISTING SEWER LINE � 100.02' HOME TO SW BLOCK 1 Lot 31 OPEN 2143 OPEN S S PROPOSED SEWER LINE W REMAIN ` SW BLOCK 1 Lot 32 OPEN 2198 DRIVEWAY NOTES N a w W EXISTING WATER LINE � 16\ ? SW BLOCK 1 Lot 35 OPEN 8815 PATHWAY Li d W W PROPOSED WATER LINE M zz SW LOC 4 SW BLOCK 2 Lot 1 OPEN 12791 BUFFER PRESSURE IRRIGATION LINE 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. pl-Pi N39.43'48"W S '�,p SW BLOCK 2 Lot 2 OPEN 2887 OPEN 89.05' 0� S So S° STORM DRAIN LINE 2. PORTIONS OF THE SUBJECT PROPERTY FALL WITHIN A FEMA FLOOD HAZARD 18 O ® O 1 11 1 w`3S SW BLOCK 2 Lot 16 OPEN 4394 OPEN - ROAD CENTERLINE ZONE. REFERENCE FIRM PANEL 16027CO425F REVISED FEBRUARY 19, 2003. ;PO 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, N45'26'1076 ; �.��. 19 y F� SW BLOCK 4 Lot 1 OPEN 2411 BUFFER STREET LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET \ S I\ s9 SW BLOCK 4 Lot 3 OPEN 274 OPEN ASPHALT PATHWAY ADJACENT TO ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT e EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE 10 e S88.52'12"E �19 - - - _ _ _ _ ' 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 s OPEN 9720 DRAINAGE EP EP NEW EDGE OF PAVEMENT SHOWN, THERE SHALL BE A 5 (FIVE) FOOT PUBLIC UTILTY, IRRIGATION AND 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 LOT AREA \ 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE W. NEWLAND ST. 9 ® ® 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 000ti9 ® `` FLOW ARROW OF THE BUILDING PERMIT. 47'-0" 101.97' �c�` gyp W. ASHTON DR. STREET NAME 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH 7'-0 33'-0" 7'-0 o� 31 LOT. ALL LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF " " � � S O THE SETTLERS IRRIGATION DISTRICT. s q. 5'-O" '-O' ® 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SURFACE DRAINAGE SW BLOCK 1 SW BLOCK 1 SURVEY LEGEND PONDS AND SUBSURFACE INFILTRATION FACILITIES AS APPROVED BY ACHD. 14'-6" 14'-6" 0 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. V � 1 UN/ON PACIFIC RAILROAD 1 FOUND 5/8" IRON PIN 8. EXISTING STRUCTURES, EXCEPT AS NOTED, WILL BE REMOVED PRIOR TO I O DEVELOPMENT OF THE PHASE CONTAINING THE STRUCTURE. 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 FEATURESCUR IL Q TYPICAL STREET SECTION PLANS B & GUTTER (TYP.) AS PER 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 o SW- 14.62 ACRES OPEN SPACE REQUIRED FOR PROJECT 54 1 BR x 1.5=81 MERIDIAN, ID 83642 BOISE, ID 83709 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 V 1977E OVERLAND RD r O 1 SFR-22.98 TOTAL REQUIRED 415 DAVID A. BAILEY, P.E. v ROW MULTI-FAMILY- 12.74 OPEN SPACE REQUIRED FOR MULTI-FAMILY TOTAL SPACES-429 MERIDIAN ID 83642 BAILEY ENGINEERING, INC. 25'-0" 25'-0" WATER SUPPLY (12.74" 10%)- 1.27 ACRES HANDICAP SPACES- 18(12 REQUIRED) SCHWEIGER GARY AND JUDITH 1119 E. STATE ST., SUITE 210 x 18'-0" 18'-0" LOTS TOTAL PROVIDED-2.02 ACRES MERIDIAN CITY WATER EAGLE, ID 83616 COVERED SPACES: TRUST J SIDEWALK SIDEWALK 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 5'-0" 1'-0" 7'-0" 7'-0" 1 -0 5'-0" 1'-0" BUILDABLE LOTS- MERIDIAN CITY JANE SUGGS 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 t 0.25% t 0.25% APARTMENT-9 LOTS-216 UNITS PROVIDED->85 SF PER UNIT SCHOOL DISTRICT 3515 DI PINE AVE IL�i BOISE, ID 83709 COMMON LOTS-31 MERIDIAN, ID 83642 216 UNITS 85= 18,360 SF BIKE PARKING REQUIRED: 17 SPACES WEST ADA 208-602-6941 CAS EY J O H NSO N FIRE DISTRICT 351E W PINE AVE DATE: 4" OF -3/4" BASE i \/� �./, i 4" OF -3/4" BASE DENSITY UDC 11-4-3-27 C. 6" VERTICAL 6" VERTICAL OVERALL DENSITY DU/ACRE- 8.17 REQUIRED COMMON AREA 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' R:pp CS E p 0 o U H co N Q Z c D LL1 Q rn 00 c Q LLI3wo . , PRELIMINARY PLAT FOR o w co - N S65 24 02 E co wa d -- FOXCROFT SUBDIVISION '- o N cn N 49.70 � o w z� N89'34'58"E � Z ---- ---------------------------------------------------------------------------------- --------------------_-------------- --_--------- N 23.00' 2554 _S89'37'19"E 765.14' __ _\- 9.02'- _== _ z = .-1... _ a - -- -- N5LU N LU tu NW BLOCK I1 \\\\\\� j a00 ��� 2a 674 sf 12 13 14 15 1 6 18 N 19 v 6\\\ A V w O 0 0 17 O O o 4,408 4,4002 376 7,056 3�� 5,762 8 o Pam. 51 25' 40' 40' C33 113 Gs /G50 C C34 75' 59' f r/ � (8 6 \ �N \ \�\ \���\� I Q7o�C Q v _W. DOVER ORS_ _ 2,677 sf „� 559 P//P�P/P v v - v v Avyyvv I N 7,213 2 P v \\ \ U � 3,523 sf / � �' � � A \� yv � � 4s °�• ,. \cR� 21 � 1P/p 16,779 \\ ® U � °• w• ` c�'> � .a > , l fPCO � �q�P/P rl��a \ 1 OS3�\\.__`�\\ 5,600 20' f/: \ CHECKED BY: 0 0 o 0 4,409 //P� �� q o P,/Pi / � P/P/ S v ��� Z 4,393 "' lPl ,, (8J/P P/P/ P \\\ DAVID A. BAILEY P.E. �t g2 N o' v � �Pi�� \ P/ / / P/P/� Pb v AVA\V �v w 110' v v �gPlP $3�. P/P P ��� ! �° • v v� . �\\VGA\� DRAWN BY: \. P/60_ ! / A (8 \ \\\\ \� DAB/BEB pJ / h 25 \\ n 5,474 0 4,400 \ 23 P 4,40 I \ � ' P �\ �� ' vv\v 110 v 15,476 sf 110' 110, V % i F P` � - \ / P//P 1 o 24 spq (eP F� V� gs ' P \ 6 Z ® 9 v ) P P, (e)�P/i P i � ,/P/ v v 6 47,195 sf% V (� m 4,400 5,500� \ D 4,400 m 7,874 \ P` � V A 110' 110' �1 P P� q P \� v v A\\ \V \ o . � �; \ 12 P/P/\ \ \\\\ ��� 4,400 � P� .� 8y / P 6s, \T �q�s(8• �N \ �\\\\\\���\ 4iioo •° � 110' ` '- - - - �/ °\P\, 5,502 C� T I I - _ ° .° _ • P, \P P OVERED SPACES 8 rT rl r Uo 195,4408P 7.1 �D 4,400 'n \ O 225 UP P 5,813 I IF I I I I I I I � P --_ _- P_ _ pp � ��/(pq8 � \ • �\ �� � \ �\\ 3 �� � I � III h P P - P 1Yp 4,501 Pf r P PI P} (', -- I - --- �__P 2 \ COVERED SPACES 11 COVERED SPACES 8 P1 25 8 P/ A SS6 A \ I 1 III 47�70 I ----- P Pi P/ �TT�� /` CCOVERED SPACES(81 j COVERED SPACES(8) 1 -- -- - , P � �PIPIP; P P; PIPIP PI�PIP; P; P; P; P; PIP P CLUBHOUSE _ I I -- I P P P/, fP P \ v � � � � \ 28 rt r�-rt-I-�-r 1 �-r-I--r-r-r-r P ����CE '� � 13 � � P P -- / / P/ V P,/P/ • �� �V� 11 o -- ���% Pi - - - � 7,318 y��- - v v_ tt� 59 E_ P d �224' i i i i p 22.66 ,116 I I -I Ia �.-P•I P�I - -����`��LU lCo 5<-5�t12 I --I1-<�Ir1 <E3-II-- o I <_ 1 _ _ •°. - - -294'-- 14- - 4 ,� (BJP� P/ P/ \ 3 �j OPG P P P PI P P P 6 0' 91 21,610 P/ A\ P2 P/ ill CHID SLOP EASEMENT 0 INST. NO. 106141329 4T P Pf 30 1 ------\\- \\ 2,5 sf "�IQ s• 42' 55' � /,68 h' I P � �� I ° s' 8-` t1fI �J 1-78--IiII 8-i�ce 25' L-$'L� - - - - -6145-02I- - -e- - ► os pp! (�\�\\Iv\ r P// oq/\ �� �C1 58,385 sf25' 29 / 6,607 31 - L J P _LP L \ �i i 1Il W I20.0' SEWER0EASEMENT 6,6 P PEXISTING a � I INST. N0. 112023311 HOME TO \8?' 01 PI PI PI PIPN CREMAIN 17241 34' , C�s 141 P - JI INST. NO. 1- - POW EASEMENT' ------ P g 2 413' 204' Rz _ � sir - - - 39.48' \ , " 2565 E R N89'36 02 W 434.64 R ' 1 EAR--- > ---�� ------ __ --- - =- \ - - ---------_T k- � To EAR EGR N89 36 02 W 388. N89'36'02"W 834.50' - ---y � EXIST._SID\ALK-- ---� - --------- ------- -------------- -------- ---- EP -------------------- ----------------------- --- - ------------ -- -------- -- - - ---- ----- ----------- -- 2 I. \+ - ---- - Ec -t ---------_------� ---- --ECR ----- ---- ECR-------- - ECR R ECR E 2,678 sf ^ N 1 II (o \ L------- - j 12,791 sf S52'35'07"W II A �v Z 34' w 71.76 34' 34' 34' 34' 34' 34' 34' 34' 34' 34' 34' 34' III I 2 / Q W Q e Jil � ACHD PERMANENT �Nrs 3 2 887 sf SW LOC 2 / I 1S` IU �j m Q EASEMENT INST. NO. W 5,590 sf I / p o I 2017-004324 m p C I I 95' 03 /® � �/� © � 0 ® � 10 11 12 113 14 15 16 p� Q Ld o a'rn 3,707a 3,572 3,570 3,570 3,570 3,622 4,278 io 4,460 � 4,353 N 4,41 6 r) 4,444 rU 4 41 1 N 4 377 4,394 sf O �� M EGRESS/INGRESS o 0 N \ �� EASEMENT INST. o o N Curve Table Curve Table Curve Table 4,810 / j NO. 7825065 & "' N �pp.�PS�MEN� \ a 5 Ao. \\� C626 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 0 � � o 0�� �� 5 c�� i � 138' N - \ °max cs1 C90 m C1 176.00 120.85 118.49 S37'07'47"E 39'20'32" 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 \\� z C ap6 Q� A 4,306 / �° \/ S$ �� Cg3 C92 16' 34' 27' 4' 28' I N ,� �j C2 241 00 58 97 58 82 N49 It/ 27W 14'01"1" 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' - ' 3 w c1 a EP E N 4,124 \ ��1y fah as 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 moo. 15,536 sf 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" L pZ N22'44 42 W1 O O GP� /y - \ �'2 411 slf. I 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" ' S 4,400 moo. Vo / �8' WADE ,I -F� 83.44 3 \ 1 C7 100.00 53.99 53.34 S32-oo 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" �� / CONCRETE 1 r 1 �� , \� \ . �,274 sf ; DRIVEWAY I V � � I C8 50.00 93.11 80.23 S35'53'22"W 106'41'47" C45 123.50 10.75 10.75 N19'57'09"W 4'59'16" C82 276.50 40.47 40.44 N55'19'50"W 8'23'13" 4665 Ro. \� /� EXISTING - i I 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" O N r \` ti� 0 N19'21'27"W ` �� 1\9 --- - \ HOME T 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" / � . '. �° • ��,� ° •�• c64 � REMAIN � I _ 94.89' r \� A -\- --j' - -- �1 \ \ \ L--- / 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 N2T21'02"W 9'0553" y 60 0 30 60 120 C12 38.00 1 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" Q SWLOK4 �E3 ; 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' 11'17'46" n 10.0' IDAHO ` \ 5'1801 7`�\\ 4 \I -- a�3 1 m 199 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 L PLAT LEGEND POWE EASEMENT Q / \ \�'0 5,597 sf 00 1 61,459 ��- 1 I Q \ \ • � I � I 1 C15 100.00 92.80 89.51 S6T17'16"W 53'10'20" C52 26.50 31.43 29.62 N56'47'00"W 6T57'29" C89 41.00 53.18 49.53 N43'16'53"E 74'18'51" INST. N 8654651 1 - - ----J \ \ I ECR 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" PROPOSED FIRE HYDRANT \ 5,218 ° \\ `\ - \ ISTREET LIGHT N25'23'24"W \\ \ - • C17 64.50 93.05 85.19 S4T15'40"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" e I , I EXISTING CONTOUR 125.16' 12 �\ \�\� \`'o \ 1 i� I ��� \ \ 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 \ 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 \ \ LOT LINE 13 \\ \ i U6 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" n\ \ o -- --- - \ L.L 4,704 \\ \\ �s \° 1s1' I 38 892 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" RR GRAVITY IRRIGATION LINE EXISTING SEWER LINE N39'20'28"W\ \\ 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" 14 o 100.02' 4,352 1 5 HOME TO I EAST BOUNDARY IDAHO C23 100.00 73.24 71.62 S67°52'42"E 41'57'58" C60 123.50 11.07 11.07 N88'41'37"W 5'08'07" C97 76.50 39.62 39.17 S14'26'10"E 29*40'16" 5 5 PROPOSED SEWER LINE \ 5 sf \ I REMAIN \ POWER BLANKET EASEMENT J c \ 9,720 sf INST.NO. 775256 C24 50.00 20.22 20.08 N78'00'56"W 23'10"2" 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 EXISTING WATER LINE � � R'- \ \\\ 83 22 ', -� \ \ \\ \ \ C25 50.00 20.22 20.08 N78'00'56"W 23*1 O'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" PROPOSED WATER LINE 1 °� \\ \\ a2 - __ __ - �++W W \ \ \ 77 40_ 40_-- ----- - --------- C26 50.00 22.48 22.29 N76'43'22"W 25*45'19" C63 123.50 11.07 11.06 S43'16'10"W 5'08'06" C100 76.50 6.86 6.85 N43*16'10"E 5-08'07" PI PI PRESSURE IRRIGATION LINE ` 96,169 sf 16 0 \\ °ei 40' 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" SD STORM DRAIN LINE (2 SW BLOCK 4 N39'43 48„ 'W 17\ \ / � �'�� � \ 7,12 2 , 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 6` �,"? o �0 8 9 s C29 100.00 40.05 39.79 S11°52'27"W 22'56'58" 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 \ �' e � O o O � 10 0 0 11 12 N IL 4,217 4,191 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" 4,247 � i� 33, \ � 4,1r,� 4,121 4,028 sf �.�. ASPHALT PATHWAY �� \�\�\ � ' °�� ,\ \ 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" Er Er EXISTING EDGE OF PAVEMENT N45 26 50 W \ 19 \ \ \ F 0 1.76' �tiR °" \ 4,252 R c 6' 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- \ 1 40' 40' 40'/ 30' 40' I ts9 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 N11'52'28E /-/- if 00" Q LOT NUMBER S88'52I12"E \ \� R9s R°���, 4,252 °� c ' \ _ _ 249' ��$ \\� 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 S76'58'32"E 7'26'57" I s,soosf LOT AREA 50.71 p�,��\ �\\\ � ,. \ / 21 / •� \ �- SUGAR 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 1 N07'01'51"E 13'15'46" V BLOCK 7 BLOCK NUMBER ��c,�c�p0 ` \ '�j, ��� 4,252 °� I c�9 s' 10 70' ` C36 73.50 33.50 33.21 S25'20'38"E 26'06'56" C73 55.00 0.01 0.01 S42'52'02"E 0°00'39" C110 120.50 31.78 31.69 S07'57'21"W 15°06'47" o 0 vQ� ���� v / 78 70' O 10'10' 15' U� vvv r FLOW ARROW �F�\�O ` \ \ 3 22 ` \ 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 7 � x J o°�P�� S � � ,� m m o 27 m m ff 33 �O 6,577 6,577 3O 11,769 �o \ SW BLOCK 1 5,502 LL L SURVEY LEGEND EGRESS/INGIL 9� - 108' 7 ' 31 EASEMENT INST. 101.97', \ \y '9iAO / ' \ 70, 70' �62 NO. 8806507 u vv \ O FOUND ALUMINUM CAP \ ��� �`° \ 2 DATE: 2,143 sf 3 \ ``\% \- \ I 2,198 sf �\ 1 1 1 1-2020 ® FOUND 5/8" IRON PIN 10.0' IDAHO �\ tss 9, 24 \ 25 28 29 0 ` PROJECT: POWER EASEMENT ` \ 8,658 \7,340 340 7O J \ 34 C2019-013 CALCULATED POINT INST. N0. 8654651 ` \\ jj� \ 35 J16,066 \\ SHEET 0 \ PROPERTY BOUNDARY LINE vv •�q 75' 80, 80' 8,815 sf 80 �\ -- -- -- \ 239' -- - SECTION LINE / \ 0 - _ _ _ `\\\ ! \ \ , N88'S1'42"W 675. � - - - - zo M E Coy = o Qz N C6 8 PVC INV=2552.75' Q w ,z 0� /�� V_ N 12" ADS INV=2550.88' o w co w — N (� W = 12" ADS INV=2554.22' \ Q z N ■i Z a - 3: - - ----- -----X-- - -- -- -- -- ------X--- X-----X-----X-----X-------_-X------------------------------- _ -_-- -- - - N - C 0 N F 0 R Z ____________ _ _ ___ X _ ____ ______ _-X SSMH Al - EXISTING � Z al _ FOXCROFT SUBDIVISION — 2 CM INV 2555. 9 ^� ��yv y'v �A r B �� _ __ q 1 —� _ _= _ yy-:Z� 12" RCP INV=2556.71' �� o C3 - _ _ - 25540= �_ -Tom -- _ �},' ��\ \\\�k� � Z o 1 _ .- _. v W ... ... . ... - y A\\ �2 Lu - 1 ` ` l0e •. ;:., '.' .. I .PI PI PI •PI PI PI PI \\\ PI PI PI_ PI PI_ PI ---- \ \\\ \\\ O -_ Z NW BLOCK h SSMH A3 � T, �� �._: �w\vvv �� �� z \\\ W \ -I �I 3 a \ ems\\\�\\ \\\\ \�� W o w w % —� J ToA�\VAV��A\ w 0 0 0 0 0 / � as I SSMH \�o� s SSMH A4 \\ v a\ X \ � LI VA \/P v v v �� \\�V �V�\\ X � SSMH B1 , PiP \ S�pNAL FN U f p I \ o ° • •° . ' - _ - - - o SSMH A5 F---W DO vE+R+8w D W \ s170 r, / \ e 3 �w � / p/ • °• , \ \ ss` \\ �\��\�—\ �I VI`A\�V X N 0 0 s s —s W � 2�- FU �/ O � zp- SSMH B2 \\ 1 g 1 � jP/ �� 7 OF � � � a - P/ Pj '' g SSMH C1 o pfP� 0 OSSMH C2 I _ III SSMH D w , P/P p s o x \P/P.\' SSIv�Ho Rl �\ Z f� o � r /pip F T� \ tL 1 N r \ \ L 4 P\�o \ 7 \ w v� F \ \ 3 \ \\\ \ ��\�\� \�\\\\\\\X DAV DCA.CHECKED LEY•P.E. s v pip �� s w �� �1 Q L F � f p iP �� s I PE �C �p/P N ,y f P/F DRAWN BY: O O 3 © \®\ s w o_ \\ \ V 1 7 0 q I v f / Pip �, 256 \ \ T� P/ w P �/ \Vv I 4 ®710 a: 6PfP�, 3 / Pf P o (ATvy \� �\ - __:�iX 10 N NE BLOCK 1 \/\/ s� w p/� SSMH \ - I •3 J \ 3 p 5 / P Q W� \ p\ SSMH D2 F -- - - - \ PI_PI PI I PI_PI PI � -j T p 6 � •• _ . °•_ _ _ pP, to � I P s w \ , pi p w K 6. p P p p P p P Plp p P p p P p pl P } } } a F \L+—� —+--+—+Ji — p \\ r SSMH C3 } 0 0 0 P G 4 3 SSMH D3 p P P v A\ \ o k - - - - - - ��o o f - P -- P p so w A A V A \ \�\V A �k , a l SD SD SD SD SD P a o o I P 7 P l �i P l \ \\ \ \ o _P- ---� -P _ _ P \� P/� \ \\\�\ \ p 8, p I om L / f P/ \ i / \\ \ \� �\ \ 2 \\\ II © i I p1 ? �O \ \ c� \w \\\� \\ss3,�o / \ - L p 0 1 o i - a I _--_ ; --- P Pfpll "IPlPTPllpfp PII pfplPfPlPfpl o - \ \_ -\\ P- -= p;P �-�-I-�-� t � � ---- \ / P/ X =_ _ ° --- L 13 \ \ X W SSMH 63 -1 j- 1 =� -i - - �- j + \ - I P p p \P S w x P, \ \\ \\ \ - E T�� 10 p CLUBHOUSE - - \ \ ��`� \ fp, ?� ` \ p I --P -I- P- I F SSMH E1 \\W \ \I PI PI p P PI PIP PIL PI PI PI PI pl P 3---r-r-I- P I -„ p P 0 F'__ \ P/ so r \ ,,� w w w F V �� x — o --- — --- \ f �\ �P \ \\ '� SSMH D4 p ® v �, A �\f OFFICE i • a d I 7,-- p v v , P/ �, � p P w yvv y � II II 8I iT/7//, : ° ■ y--� - so=�� � y _P �X ' II I y -y P yI F-I -P- 7�3� \Z \ C� �' - rv�+ + + + ¢ �� P I P P I P / f P% �� l n 9 _ � 91 �1i \ \ SSMH B4 I pll pll PII pll pll PII PII pll PII PII p �\\I�}P p P} pll p} P 3 \,A% _li-P hr?-_ ��' - NE BLOCK 1 \ \pip P � -- i1U1\ i -- - �L a p s2 p p a. .\v I \ �� P I i E SSMH E2 1 4 �./�p,'\,' W�� //y\/ v v PRESSURE v rill ` aC 6.0' P _I-P I- P-I_ SSMH A9 p s w P/ �� f ACHD SLOPE EASEMENT I P P 3 / IRRIGATION p-� _IA�I ��I — — — — • .. v� 1 u�' INST. NO. 1 061 41 329 ' -- p I P p ?-- I- Pf P/Pfp yX � w ���v � p v SSMH Al O PUMP i I J - Q p T o a I t 3 -I-t\r ° •a p ,o �f pi P/ STAT�ON - 31 0 9 H D5 p gyp/ \ I vv v EXISTING /"'� , � � � � � � �� � -- � L_ � -�P�I���-3 fp/ I l P P - T P P I 20.0' SEWER EASEMENT \ - - _ \ 3 II � \ \ o � � „, W w I � s X�� / �p O II 2 I I I Ill INST. N0. 112023311 \ HOME TO 11 -� _ _ - p 15 i 3 pl pl PI P p P P -I h REMAIN /// N o l \ - P m 3 W j \ W �� �y� �I- - I ; \ II so 1 0 � — I \� `;SSMH B5 Nu I r -- -\ \ PI PI PI I - I Y L ® _. _ / P/ F7 w ' I — — — J / POWER LINE EASEMENT � =— � � p� p yIPIp - - - - - - - / PiA �S � I � II II hill INST. N0. 102001859 , I �----- \ \ I I I PI PI PI / PI PI PI, PI PI PI PI PI PI PI I PI PI PI PI PI PI PI I PI PI_ P L -- --------� 1 \ a MMtI PI PI PI PI Pi—PI PI PI I � —�u w�—■n _ � ON I / 2I III \ f - -_ •r ECR 256 I ` E EGR ' ---- \i----- ----�__ ---- - - -------------- T - ---__-------- -- ----- - _ -- -- __ .9 .: T 8f E AVE.A I/E p- EXIST, SIDEWALK -- - - 3 - - ----- -- - --- - --- ----- --- ----- - - ECR ECR Eea- _ _ _ i �� � 41 63 ----�_---- -- I / �� - ----- ----- k-- - -� ---- --- - -- GR ----E - ___------ -=----EP __ ECR—- -- L r--------- \._ E —_-- _—_R_---_ -- -- - �y 1/� �- EG \ ,.. \` \ \ \i � � PI-gip PI PI I PI PI PI PI �pj PI % P I \ 12 CW�R INV 2556.15 � �I \ � �� PI PI P, q � w I �ll �II ---- \\ Q\ \\\\�\ I �I v Q SW LOC 2 � U) ACHD PERMANENT \ \ \� 9 / li 0- Q EASEMENT INST. NO. Of i�� - 2017-004324 � ''�' o 16 a �® 0 © 0 ® 9 10 11 1 13 14 15 �• W ° = ow — \X) w SSMH B6 f v o \ \ s �\ \ of [if L i1 3 \ EGRESS�INGRESS _0Of o EASEMENT INST. 60 M Parcel Table Parcel Table NO. 7825065 & cv p.0' EN t 7838657 10 EPS�M �\ ` w UEY=W- „, ' �1 -� o Lot Area Perimeter Description Lot Area Perimeter Description o SSMH G5 - Z 3 m a �R <SEE ASS 0� NE BLOCK 1 Lot 3 OPEN 58385 4390 OPEN SW BLOCK 1 Lot 9 4803 320 SFR NOR go6� \ �� SSMH G2 SSMH G1 • ' `� SW BLOCK 3 - - - f � NE BLOCK 1 Lot 4 16729 569 APARTMENTS SW BLOCK 1 Lot 10 5180 330 SFR a o �SINO \\\\\\\ ` �,� SSMH B7 w W - W _ W W f " - W a NE BLOCK 1 Lot 5 16779 574 APARTMENTS SW BLOCK 1 Lot 11 5218 329 SFR \ -V_ EN ` SSMH G3 vN s4� 2�a--f-� �_Q g �PSEM ��� 1 - i 1 NE BLOCK 1 Lot 6 16759 573 APARTMENTS SW BLOCK 1 Lot 12 4925 317 SFR a NE BLOCK 1 Lot 7 16779�\ ' ���� �� o y 574 APARTMENTS SW BLOCK 1 Lot 13 4704 305 SFR Lio \ \\\ � , ------ % - P"9 Q�, SSMH G4= - - -- ------X--I-- �- - \___ NE BLOCK 1 Lot 8 16582 567 APARTMENTS SW BLOCK 1 Lot 14 4352 290 SFR z % s p _ x CONCRETES i NE BLOCK 1 Lot 9 17874 595 APARTMENTS SW BLOCK 1 Lot 16 4369 285 SFR IN 3 \ DRIVEWAY-- NE BLOCK 1 Lot 11 17241 576 APARTMENTS SW BLOCK 1 Lot 17 4123 286 SFR IX EXISTING �X I NE BLOCK 1 Lot 13 17318 578 APARTMENTS SW BLOCK 1 Lot 18 4247 292 SFR z 0 X a` HOME \ � NE BLOCK 1 Lot 15 16402 568 APARTMENTS SW BLOCK 1 Lot 19 4252 293 SFR v v 9 - A \ IxREMAIN0 z--- --- ` NW BLOCK 1 Lot 3 27126 636 EXISTING HOME SW BLOCK 1 Lot 20 4252 293 SFR \ \ \\\\\��\ xX NW BLOCK 1 Lot 4 5813 339 SFR SW BLOCK 1 Lot 21 4252 293 SFR 1 \\\\\\ \\\\\\\\ \ \ \ \ —SW Rjl SF i NW BLOCK 1 Lot 5 5502 320 SFR SW BLOCK 1 Lot 22 4756 306 SFR \ ao tl 10 � - -- W � \ `�` ''• � � � � � r-----------I � � �, i NW BLOCK 1 Lot 6 5500 320 SFR SW BLOCK 1 Lot 23 9132 387 SFR � NW BLOCK 1 Lot 7 5474 318 SFR SW BLOCK 1 Lot 24 8658 552 SFR v POWER EASEMENT \ \ PLAT LEGEND INST. N0. 8654651 ��\� \\\\\\\� � 1 1 �— __ -_--_----_- \ ECR NW BLOCK 1 Lot 8 5600 325 SFR SW BLOCK 1 Lot 25 7340 508 SFR �' - \ � I I NW BLOCK 1 Lot 9 7213 392 SFR SW BLOCK 1 Lot 26 6577 328 SFR < PROPOSED FIRE HYDRANT \�A }% i NW BLOCK 1 Lot 12 5626 323 SFR SW BLOCK 1 Lot 27 6577 328 SFR Z m STREET LIGHT % '\ ��� v�° — �� v \ \ I NW BLOCK 1 Lot 13 4408 302 SFR SW BLOCK 1 Lot 28 7340 508 SFR EXISTING CONTOUR ���� �� -- � �� SSMH B8 I --- --� NW BLOCK 1 Lot 14 4400 300 SFR SW BLOCK 1 Lot 29 7340 508 SFR RIGHT-OF-WAY LINE ��� C `\\� yv 13 -- X �X x / NW BLOCK 1 Lot 15 4400 300 SFR SW BLOCK 1 Lot 30 5502 307 SFR m LOT LINE ' \ \ - =� � + NW BLOCK 1 Lot 16 4376 298 SFR SW BLOCK 1 Lot 33 11769 548 SFR — GRAVITY IRRIGATION LINE �o ��\\\� �vw�, 1 4 s �� s� EXISTING �I NW BLOCK 1 Lot 17 5762 329 SFR SW BLOCK 1 Lot 34 16066 593 SFR \ \`\ \ \\� HOME TO I I X + EAST BOUNDARY IDAHO NW BLOCK 1 Lot 18 6667 376 SFR SW BLOCK 2 Lot 3 3707 283 SFR D O EXISTING SEWER LINE ��� v v � \ REMAIN \ POWER BLANKET EASEMENT Li s s PROPOSED SEWER LINE v vv� e 1 5 `� ���� - -�--� INST.N0. 775256 NW BLOCK 1 Lot 19 7056 355 SFR SW BLOCK 2 Lot 4 3572 279 SFR \V � �� v � / NW BLOCK 1 Lot 22 4409 302 SFR SW BLOCK 2 Lot 5 3570 278 SFR w w EXISTING WATER LINE ♦ A �Iv �� °� �s \ ------- ��\ �\ I ,��--- --- _ - NW BLOCK 1 Lot 23 4400 300 SFR SW BLOCK 2 Lot 6 3570 278 SFR W w PROPOSED WATER LINE �\ , 16 NW BLOCK 1 Lot 24 4400 300 SFR SW BLOCK 2 Lot 7 3570 278 SFR P P PRESSURE IRRIGATION LINE SMH B9 s vw \ SW BLOCK 4 � � NW BLOCK 1 Lot 25 4400 300 SFR SW BLOCK 2 Lot 8 3622 286 SFR so so STORM DRAIN LINE `— �' NW BLOCK 1 Lot 26 4400 300 SFR SW BLOCK 2 Lot 9 4278 325 SFR W ROAD CENTERLINE �� ��� \ \ ��. 18 7 ® O9 10 11 1 2 �` NW BLOCK 1 Lot 27 4501 310 SFR SW BLOCK 2 Lot 10 4460 333 SFR ROLLED CURB/GUTTER AND SIDEWALK ` \\ �� ` ` NW BLOCK 1 Lot 29 7589 361 SFR SW BLOCK 2 Lot 11 4353 325 SFR ASPHALT PATHWAY \ 19 i NW BLOCK 1 Lot 30 6631 352 SFR SW BLOCK 2 Lot 12 4416 328 SFR ` \ \\'_ NW BLOCK 1 Lot 31 6607 342 SFR SW BLOCK 2 Lot 13 4444 329 SFR EP E EXISTING EDGE OF PAVEMENT v w''S H B10 - - - - - I - n 0 W- w �♦ NW BLOCK 2 Lot 2 4393 298 SFR SW BLOCK 2 Lot 14 4411 328 SFR li EP EP NEW EDGE OF PAVEMENT \ o w W- 0 — NW BLOCK 2 Lot 3 4400 300 SFR SW BLOCK 2 Lot 15 4377 325 SFR Ln II. JVVf1/\ 'r//YG Lr/, f o o Li LOT NUMBER I ` s s=: �� � vvv A \ 21 - N N \� NW BLOCK 2 Lot 4 4400 300 SFR SW BLOCK 4 Lot 2 61459 1108 EXISTING HOME s,5oosr LOT AREA v�P�� N`o� `� I O P�' � ♦ <\� � � �� � � � 0 F 4 EXISTING �O F �� v \\\� MH B1 1 N NW BLOCK 2 Lot 5 440 300 S R SW BLOCK 4 Lot 6 38892 105 EX S NG HOME 0 BLOCK 7 BLOCK NUMBER ����o �� O \ ` © �� SW BLOCK 1 Lot 4 4810 292 SFR SW BLOCK 4 Lot 7 7122 338 SFR FLOW ARROW Q���• �� ` \\ �`i �\ SSMH 612 ` x I \ � `vv � SW BLOCK 1 Lot 5 4306 284 SFR SW BLOCK 4 Lot 8 4217 291 SFR J W. ASHTON DR. STREET NAME SW BLOCK 1 Lot 6 4124 287 SFR SW BLOCK 4 Lot 9 4191 290 SFR ` © ` SW BLOCK 1 Lot 7 4400 301 SFR SW BLOCK 4 Lot 10 4166 288 SFR 0 P VA �°00 SURVEY LEGEND o SW BLOCK 1 0 15.0' vv �� y�� �,� - © v SW BLOCK 1 Lot 8 4665 313 SFR SW BLOCK 4 Lot 11 4121 286 SFR EGRESS/INGRESS vv �� 9� PI PI 17 API PI PI PI PI PI LL EASEMENT INST, v v FOUND ALUMINUM CAP NO. 8806507 \ \ '0� 31 vvv A\ O FOUND 5/8 IRON PIN ti % DATE: O 4 5 11-11-2020 CALCULATED POINT \\\\` \ \� , 8 �` PROJECT: 0 POWER EASEMENT _ C2019-013 PROPERTY BOUNDARY LINE INST. NO. 8654651 \ \\\ 1'�'I �� 60 0 30 60 120 I . -- -- -- \ SHEET SECTION LINE �\ PI PI PI PI PI P' ° w P P % - -- -- - ,. . .. . • ' . . w SCALE IN FEET -A ���� ���\\ V _ -- -- -- - _ �� -- 1 ' = 60 J Q O U Q 0 co 0 ♦ + NO C SEWER E A PROFILE SEWER E C PROFILE v- N � w a 2580 2580 Z = a SSMH A5 STA:4 70.09 Z o RIM:2 58.84 z 2570 2570 W SSMH Al - EXISTING INV IN:2545.98 SW ^ W STA:2+00. 4 INV IN:2545.98 NE W z m w Z_ En RIM:2558. 5 INV 0 T:2545.88 NW N z z .� ci w t3 cn `r INV IN:25 4.44 S wZ U) � �ft 00 C° "�� 3N SSMH Cl z Z 257000 N O � � o �i 2570 - �co STA: +85.48 m �eei W o WZ WN � to r- r- � N�m Q + cD� tn� O J U - 0 o M(6co RIM: 555.26 N W 3Nm No tnl� N �aDao � � N�N � � � � toles wui r corn� � Q + (DNS = � N0 No r�ntN INV IN:254 .30 SW Ni:� prj �N � � Omo 0 rL0L0 Nto N �� L0 oLO to .. r� ,nZ� N > m o °N NH INV OUT:25 7.20 E • ��N o L0 C� W Lo Nr q � 4 ju) + toNN = � N-0 U) + t(7ZZ� N Lrjtn .. + �� 1 �tA- mN N coN Q 00 N� O �z z Q ••zZ 2560 = r) N- -0 rnZ~ Q IN 2560 O I* m It -: OOm .. cD N .. Z (n (n F-- Q �_> » 2 N-O �> r_It cDo0 = ^ _p Q .. _ _ � � �ZZZ m N �Z Nt0r,:Lo . MN N Q mNNH Q � tnNH � �» - _- - - - Q + LpN Q + ,� . = Nzzo = � NZ0 NN ••zz �' �ZZ _ - - - - -- -- - - AL En ?z -0A FN NH �> (nH � O N �zzz NN �ZZ - - - - - - - - - - - -- - - - - - - -- - - - - - -- - - - - - - - -- - - - - - - �Otc�' G\STER�O�i�t�` IF 2560 _ Lr-- _ - _ - -- - 2560 a N �� I I 2550 2550 O��/D A.B P� II 154 LF 8" CHECKED BY: I I 181 L 8" 2550 2550 56 LF VC 00.65t. DAVID A. BAILEY P.E. pV C�0.42% DRAWN BY: BEB II I I 251 LF » PVC ®0 65% I I 68 LF 8" PVC 00. 2% 268 F 8" P C 00.42% Lv 115 LF » 2540 2540 12 L 8" pVC 00.4 % PVC 00.42% 38 LF 8" PVC 0 42% \_53 LF 8" PVC ® .42% PVC 0.42% L2540 2540 2535 1 1 1 12535 1 +50 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 1 1 +00 12+00 13+00 14+00 15+00 16+00 1 +50 2+00 3+00 4+00 5+00 6+00 7+00 SEWER LINE B PROFILE 2580 2580 SSMH B1 SMH B1 STA: +36.31 IRIM:2567.215 RIM: 1556.43 INV OUT:2555.13 INV IN:254 .22 SW w W Z z Z o 0 2570 INV OUT:25 6.12E cn z Z fn 00 w w Lo O _�' 2570 wZ WZ OOP N00 a0� 00 0c) �_ 0 ��LO Nm Z Z Nto ��6 Ix 1* 00011 Lc N� o pt�t� m + (04:N t� W)wi 300 N LO N� �O pt�t�N NO)LOm m�N mO �lnN = � NZ=O - -- _ - _ - - - � �� �� (n3 mtn M �00 � oajtt m tDNN� OONpjmN m (DDNF- r- LoZO U) Q �»� - -- - - - - --- 00� tnN 4 00 �� 00 r )00 � Ttn m 000 mNH N �- Q0) tnNN� � r`)tOcfl M 4m 17p� Loc; + 3 ..0 N M»> = � N-p �» N ~ �zz SrjNZZ0 � �� � ) co 'tnN ItOr,m .. mrnmNH 2ONZ0 N �ZZZ --- - (nH �>> N ZZ (n (nCC040 -- (nH � >> mCOLONN .. m + Z? m + �Z m00NZO N �» \ � `` (n (nZEZZ 2560 NN �zzz = riNZZ_ � o -p � � N- N » NN �ZZ - - - - 2560 -� (n cn z z - - 299 LF 8" 55 LF 8" 45 LF 8' PVC 60.65% 2550 116 LF " P C ®0 42 VC 00.42% " 0 2550 1 7 LF 8" 108 LF 8" PVC 00.42% 99 7 LF pV 00.42% 79 LF PVC ®0. 2% Z pVC 00. 2% o 8" 12 272 LF 8" PVC 00.42% a U nDwr N W PVC 00.42% 20 LF 8" PVC ® .42% UJ 0 ( Q 0 2540 1 2540 Of z 1 +50 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 1 1 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 '' nn V ) w U J Z 0 _ SEWER LINE D PROFILE SEWER LINE E PROFILE SEWER LINE E PROFILE SEWER LINE 0 PROFILE LL e 0 2580 2580 2580 SSMH A8 2580 2580 2580 2580 SSMH G3 2580 STA:10+56.25 SSMH B7 SSMH G STA:4 24.61 RIM:2560.99 STA:10+92.98 TA:4+07.1 RIM:2 62.75 > z SSMH A5 INV IN:2548.74 SE RIM:2560.77 RIM:2562. 1 INV I :2551.24 SE STA:4+70.09 INV IN:2550.00 SE INV IN: 551.07 S [INV UT:2551.1 NW LJJ RIM:2558.84 INV OUT:2548.64 NW INV IN:2550.00 NE INV OU :2550.97 INV IN:2545.98 SW SSMH E2 INV OUT:2549.90 NW 00 n/ rn L.L INV IN:2545.98 NE z w STA:3+89.72 W N INV OUT:2545.88 NW z z N z z co RIM 2562.22 N z 3 �LO nn 3 to O INV OUT:2 49.99 N w w � m o •cm`! W L.L Z o Oo 2570 2570 O 2570 2570 r 2570 2570 N o m � 0 2570 2570 (n N7 r-r- '� oNo ONo� N �� N 00�� '� �nONo ONo� vi no � � nN ' _ � Np O •N o m O 0) to to to g 00� � �� 0 � �Mj' O�N � rf) 'tU) �N p � �H � 00 ��N Vrn �t(�jL0N 00toU) Oqr,mN 2 � NZ N ~ �z MNtO� toptnN m �NH 0 ►� NCN + tn� Wre) (004H OMtoNNH SON � � pU-) .. � N (n �- 0) ptm rnoNH + U)z + ZZo Sr_ Np + tnZO + t()ZZO Om� O + mN� N ~ -z V / ONONH � N-0 mQ ..»> N � -z � Q �» � Q �»> rn Q (n H cn cn _ (n - (n - d W = NNZO H » N �zz (nN ZZZ (n (n �ZZ (n (n �ZZZ ~ �z (NN �ZZ - _ - - _ - - - - - - -- -En RZZ - - -- - - -- - 2560 - - _ - - _ _ _ _ - - - - - - 2560 2560 2560 2560 2560 2560 2560 _j , I Q LL NNNNNNNNNI222 LF 8' >NN » 0.6 % n 2550 2550 2550 2550 2550 2550 2550 48 LF 8" LIF 2550 r1 » 14.8 LF 8" PVC @0.4 % 0 76 L 8" 80 LF 8 pV ®0.65% 204 LF 8" VC C�A0.42% LL I 98 LF 8 •42% VC C�0.6 % PVC 0.65% 13 LF 8" \_36 LF 8" 0 227 LF 8 PVC 0.4 ) pVC PVC ®0.42% PVC 0.42% o v X pvc 34 LF 8" \_19 LF 8" PVC 00.42% z PVC ®0.42% 2540 2540 2540 2540 2540 2540 2540 2540 0 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 U DATE: 11-11-2020 60 0 30 60 120 C2019-01 2019-01 3 SCALE IN FEET SHEET 1" = 6 0' VERTICAL SCALE: 1"=6' KPP 41 Q O U Q N - N C N ■� Z a OPEN SPACE EXHIBIT Z _ . � �._ -� -� - �� �� -� -- �� �� � FOR ` - --------- -- --------- -- -------- - -------- - "---- --- - - - --- - ------- - -------- - ------ - "------- "- -"----- - ------ -" ------ -11 T F 0 X C R 0 F T S U B D I V I S I 0 N Z �• W "' w _ NW BLOCK 1 . �-------------- Lu I" L! < o x CD s� � — _ _ —� 1 13 14 15 16 17 18 19 3 , 0 v � w 42 695 �. 9 ' 8 21 ,727 Sf / �. sf �S�ONAL F�c �e\s rF i2 \\ N F Og W. DOV/ER DR. vvv3,523 sf 21 i�- i �F G �� ��, /� ' / ���. 7 S f ' •,,,� ID A.g vv • ( © /_/ / Z / ..,� CHECKED BY: N _ / / - _ �� 3 DAVID A. BAILEY P.E. T� 1 � DRAWN BY: , DAB/BEB 12 574 © �� ; AREA 4 T. sf ��_ 8,095 sf 47, 195 sf © �o ® g ; / % % ; 6 -195 448 sf, . .� �� © AREA 1 0 4,350 sf / i AREA 2 to ------------"------_._____ -___ _____-_____,_ - / -; i i r ;' ; 26,277 eSf \ O � -- ------ --- '--------- '- --------- -- --------- -- -------i j \� 13 V •i I ' 1 0 I I I I CLUBHOUSE/ _-____, OFFICE I I AREA r___________-_ I Ii A --------- -- --------- -- --------- -- -"------- - "--------- --" ---------- -- ------- I I '------------- 21 ,610 s fAlvvv _ 4 \ E _ __ Lilu /Vvvv Co ` I ____-_____-_________-_-___ I I I ` I u l l I I '__-__J /� AREA C I 14 .-< oc ---------------------------------- 5 A O 1 ' GG - - - - - - - - - � , �- - - - - - --o— — � �� 3,243vvv Q 31 I sf EXISTING --"- ` HOME TO '� 11 - ---- - ---- ----- - - ------------------- - --"; ! LE 15 J , / - ' I i REMAIN "-- >" -------- - --------- -- ------- _. -- i i /" > 1 0 i I I I -____ QLIWVVVVVVV ---- ------ ------ -- L — — — — — - - — J ; , -- - ------r ------------------- �� ---�a' f%.J-----"----------- -------------------�- ' 2 557 2 2 J _ 5,360 sf ' ivv XX 2 29,558 sf W. P/NE A I/E. W. PINE A I/E. --- ---_E-4S-(_SIDEWALK-- -- v i - �I --- ------------ i -- 2 1 20,072 sf 2,678 sfvvvvvvv • ---- - -; — SW LOC 2 ,, LEGEND _5,590 sf Q ' Common Lots 03 ® 0 © 0 ® 9 10 11 1 13 14 15 16 W \ O O O O O O v 1 Lot Area Type - \ a QUALIFIED OPEN SPACE 4.46 acres 12.5% ® \ NE BLOCK 1 Lot 1 OPEN 40162 IRRIGATION EASEMENT F • � NE BLOCK 1 Lot 2 OPEN 29558 BUFFER I� NE BLOCK 1 Lot 3 OPEN 58385 OPEN F NE BLOCK 1 Lot 10 OPEN 195448 PARKING NON QUALIFIED OPEN SPACE 11 ,053 .� NE BLOCK 1 Lot 12 OPEN 26277 OFFICE/REC CENTER a \ NAAAAAA- O s f NE BLOCK 1 Lot 14 OPEN 21610 OPEN W \ 1 NW BLOCK 1 Lot 1 OPEN 47195 TEN MILE CREEK MULTI-FAMILY OPEN SPACE - 63,575 sf N a 1 _ _ > �•,` � � � y�P '"-"-"-"-'--------------- ---•-� NW BLOCK 1 Lot 2 OPEN 2557 BUFFER W a P� 2,41 1 Sf NW BLOCK 1 Lot 10 OPEN 28674 PATHWAY/DRAINAGE CONCRETE ASPHALT PATHWAY NW BLOCK 1 Lot 11 OPEN 25557 IRRIGATION EASEMENT 3 DRIVEWAY NW BLOCK 1 Lot 20 OPEN 2677 DRIVEWAYZ Z V 9 6, 1 69 sf, ® I \� 274 sf EXISTING NW BLOCK 1 Lot 21 OPEN 3523 OPEN �� HOME TO NW BLOCK 1 Lot 28 OPEN 4843 DRIVEWAY ® 0 Z \ c� REMAIN NW BLOCK 1 Lot 32 OPEN 5360 BUFFER NW BLOCK 2 Lot 1 OPEN 15476 OPEN/DRAINAGE DEVELOPMENT FEATURES rn N Y ,� 10 5,597 sf SW BLOCK 4 1 SW BLOCK 1 Lot 1 OPEN 96169 TEN MILE CREEK � O I ACREAGE 4 1 SW BLOCK 1 Lot 2 OPEN 2678 BUFFER TOTAL PARCEL-35.72 ACRES MULTIFAMILY USEABLE o > L PLAT LEGEND j SW BLOCK 1 Lot 3 OPEN 5590 DRAINAGE OPEN SPACE f '. NW-8.36 ACRES SW BLOCK 1 Lot 15 OPEN 3053 PATHWAY SW- 14.62 ACRES AREA S.F. > z < PROPOSED FIRE HYDRANT \ I NE- 12.74 ACRES Q SW BLOCK 1 Lot 31 OPEN 2143 OPEN AREA 1 4,350 0 a + STREET LIGHT \ ` W '� �. SW BLOCK 1 Lot 32 OPEN 2198 DRIVEWAY SFR-22.98 MEXISTING CONTOURMULTI-FAMILY- 12.74 AREA 2 26,277 ""`� � � . � .,�', \ ` SW BLOCK 1 Lot 35 OPEN 8815 PATHWAY RIGHT-OF-WAY LINE �� �� SW BLOCK 2 Lot 1 OPEN 12791 BUFFER AREA 3 8,095 �� LOTS LOT LINE O SW BLOCK 2 Lot 2 OPEN 2887 OPEN TOTAL LOTS- 116 AREA 4 3,243 In GRAVITY IRRIGATION LINE ` �� - ____--" ----__ ______ ` SW BLOCK 2 Lot 16 OPEN 4394 OPEN TOTAL DWELLING UNITS-292 TOTAL 63 575 _ BUILDABLE LOTS- s s EXISTING SEWER LINE 14 --= ----- ! ; EXISTING © SW BLOCK 3 Lot 1 OPEN 15536 OPEN/DRAINAGE SF RESIDENTIAL-76 (3 EXISTING) PROPOSED SEWER LINE 9 720 Sf ' ! HOME TO APARTMENT-9 LOTS-216 UNITS ' SW BLOCK 4 Lot 1 OPEN 2411 BUFFER s s REMAIN ` COMMON LOTS-31 ' ' I EXISTING WATER LINE 15 �� �, O j I I `� SW BLOCK 4 Lot 3 OPEN 274 OPEN W W WW W PROPOSED WATER LINE ` SW BLOCK 4 Lot 4 OPEN 5597 OPEN DENSITY OVERALL DENSITY DU/ACRE- 8.17 '� 16 \ SW BLOCK 4 Lot 5 OPEN 9720 DRAINAGE PI PI PRESSURE IRRIGATION LINE `.` � '�! ' 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 �, \ j SW BLOCK 4 NE BLOCK- 216 UNITS 16.95/ACRE W ROAD CENTERLINE \ ROLLED CURB/GUTTER AND SIDEWALK z � 18 �'�, 0 ® Og 10 11 12 OPEN SPACELL '' UDC 11-3G EPEP EXISTING EDGE OF PAVEMENT �� ` 4,028 sf,._-_� 10%OPEN SPACE FOR PROJECTS>5 ACRES NEW EDGE OF PAVEMENT � �\ 19 � � OPEN SPACE REQUIRED FOR PROJECT ® W LOT NUMBER TOTAL PROVIDED 4.46 ACRE S 6,500sf LOT AREA i `� OPEN SPACE REQUIRED FOR MULTI-FAMILY BLOCK 7 BLOCK NUMBER �� I I - (12.74. 10%)- 1.27 ACRES W. SUGAR PINE CT. TOTAL PROVIDED-2.02 ACRES FLOW ARROW 0 W. ASHTON DR. STREET NAME ` UDC REQUIRED B.3. '.� � © �♦ REQUIRED-80 SF OF PRIVATE USEABLE OPEN SPACE PER UNIT X 216 UNITS*80 SF= 17,280 SF z P PROVIDED->85 SF PER UNIT SURVEY LEGEND 6 © �` 216 UNITS*85= 18,360 SF 0 W SW BLOCK 1 `'- +- © UDC 11-4-3-27 C. LL O FOUND ALUMINUM CAP +` co REQUIRED COMMON AREA OC % UNITS 55-1200 SF SIZE=250 SF PER UNIT O FOUND 5/8" IRON PIN \ �� °+, 31 C- \ TOTAL REQUIRED +,` 216 UNITS*250 SF-54,000 SF DATE: CALCULATED POINT ` +, 4 N N `� 11-11-2020 7T! ® PROVIDED COMMON AREA PROJECT: PROPERTY BOUNDARY LINE ' ® \ TOTAL PROVIDED-63,575 SF C2019-013 SECTION LINE SHEET � �% �� 60 0 30 60 120 SCALE IN FEET M E o � CD v 1, / a Lu � - -- PATHWAYS EXHIBIT Z - �♦ NW BLOCK 1 FOR I]] /Vy 10rvv �� PINE AVENUE DEVELOPMENTS = ��c ♦ _ _ —� 12 15 14 1 5 1 0 1 1 8 1 0 z o W � N 9 Vv 0 Z = W � o — ww Og W DOVER DR. 2 . , - - C.� w 0 i i _ 0 0 �G\STF�� /2F Y Y 1 0 / 11�1TR�I CT�_ . ,i o © �7_1 L" 0 ® � � � _-,_ i ``, / ��___ i� i � ?�__-, � � CHECKED BY: J i �`� % 1 O / / / O '' DAVID A. BAILEY P.E. 3 i O DRAWN BY: 0 vvy 1 / i ��� _r ----- ----------------------------- 0 - _ I _ I u I 1 2 - I _ I _ 10 15 ' I _ _ CLUBHOUSES --_ g = - u I OFFICE ,Vvim w 4 pp I' I I Y I �I 0 II -I _ II I I- � _ i �'r I II I vvvvvvvvvvv14 / i I k' Qc W l Q 51 50 20 II --- EXISTING p ------ ------------- -- / T-----------, 2 2 HOME TO 1 1 - - 1 5 0 REMAIN lv a -- - --- / 1 2 All —'---- // NZNZvNZNZNZN 2 -- / ———--—----------- ---------------------------------- - - - - - - - - — ., i 2 -- -- -- -- -- -- -- -- -- -- -- -W PINE AVE.-- -- -- -- -- -- -- -- -r---- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- EXIST. SIDEWALK---- _ W. PINE A VE. i -- -- -----\ d3� L 2 1 � \ SW LOC 2 I E 0 0 0 0 07 0 0 10 11 12 1 � 14 18 18 ALLEY , Z ® 0 � © �l ? �P Z 0 Li EXISTING w < � HOME TO 4 REMAIN 0 i w o 0 FUTURE MILE HIGH PINES � Z 0 SUBDIVISION SW BLOCK 4 10 z U 4 I o 11 z 0 0 e 1 2 0 LEGEND �`�, �'� :---`-- --- _:-- - _ --- . -- > 1 4 --- ---_- ----_-, EXISTING QUALIFIED OPEN SPACE 0 D4 NZHOME TO �� REMAIN 15 0 , NON QUALIFIED OPEN SPACE 1 6 I I ♦ SW BLOCK 4 `4 e, 1 '+ MULTI-FAMILY OPEN SPACE rn 18 0 0 0 10 11 12 '�% V — ASPHALT PATHWAY Aa.��m 1 g v SIDEWALK 0 W.SUGAR P/NE CT. ` � LL Q 0 0 `� aa 2� �— a 0 26 PLAN LEGEND 0 0 , SW BL CK 1 5� ♦ U 3 0 \ m{E STREET LIGHT O a X RIGHT—OF—WAY LINE LOT LINE � �g ♦♦ i 0 20 1 Q — ROAD CENTERLINE �. � � 4 a 0 ROLLED CURB/GUTTER AND SIDEWALK �`'� 'a, ♦ EP EP EXISTING EDGE OF PAVEMENT EP EP NEW EDGE OF PAVEMENT —— —' — —— —— —— _ _ _ _ — _ DATE: O LOT NUMBER - - - - - - - - — 11-11-2020 BLOCK 7 BLOCK NUMBER 60 0 40 30 120 PROJECT:0119-013 W. ASHTON DR. STREET NAME SHEET SCALE IN6FC�ET