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CC - Pre-Plat S 0°01'04"E(R) PRELIMINARY PLAT FOR S 002446" W 30.00' O/0 TIMBERLINE SUBDIVISION � I I S 8904959"E(R)- A PARCEL OF LAND LOCATED IN THE NW 114 OF OF THE NE 114 OF S 89024'09"E 55.00 �I� NLD FEMA NOTE THIS PARCEL LIES WITHIN ZONE X: SECTION 25, T. 3N., R.1 W., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO � �i� /� o_ PER MAP NO. 16001CO234H, EFFECTIVE DATE 2/19/2003. // 26 , �" -_ U) ZONE X:AREA OF MINIMAL FLOOD HAZARD 2018 -I' 69� /, `�/ I� BENCHMARKS o TBM#1 o Q 5/8" REBAR W/ILLEGIBLE CAP 0 ELEV: 2690.18' + TBM#2 0 z o c 5/8" REBAR W/PLASTIC CAP "PLS 11334" 60 0 30 60 120NINE °25�' �+ / ii 26 7 cf� i ELEV: 2686.85' / II TBM#3 SCALE IN FEET 5 �.- / � � i / COMMON a N r7 n 5/8" REBAR W/PLASTIC CAP "PLS 972" 1"=60' //' �$ / /j�� \ LOT W. VICTORY ROAD / j GO��� / 6� / \ 2 BILTMORE ESTATES / "� 0 \ I SUBDIVISION S 0001'04"E(R) i' / � / \ � 6 \ 6/ I c CURVE TABLE R.O.S. INST. No. 107148189 ° �/ _ S 0°2446" W _ 24440 0 �� �/ \ / \ I 10.0' S CURVE ARC LENGTH DELTA ANGLE RADIUS CHORD LENGTH CHORD BEARING DELTA ANGLE (R) CHORD BEARING (R) - -/ - x�j�, ° �� / i / \ \ / / \ / 6�a� .� 0 0 C1 248.25' 16035'34" 857.22' 247.38' S 13022'27" E 16035'34" S 13048'17" E (� X / �� � 5 ��/ / 5 \ �G C2 99.12' 18035'34" 305.45' 98.69' S 14022'27" E 18035"' S 14°48'17" E /� ' �I I / I x x � �jp9120329 � � � \ / \ / / � � / � � � o � 0 t 1 - / / \ \ / \ /�i E R� I R EA EN / i BLOCK 1 N d a, 'o v = M _ °06 0 / I 20�SEEN / I 4 \ \ / / / / 1 / m •� / / COMMON I oo p - o PHASE 2 PHASE 1 s z3°�o/ - �2660, v I �% -� 9 / / //� / / v vim/ .2- z z 5 �� \ I I COMMON i 5 s / 6�2 LOT I C v 0 W. TALL PRAIRIE DRIVE I / \ \ / I I / _J ` \ / I I 10� I LOT // / �% / /�/ / / / / /� INST ANo. 109120329T PER 0 0 , N v S 22006'04"E R o / / / / / I boa / _ © ± O / \ I I I / / / / 3 140' of - I C2 ��BLOCK 1 \ \ \ \ / 12 \ \ / I I I �J / / // / �' 6g8 I 0 0 al S 21°40'14"E 12.91' S°30'30 E(R) I N \I ,W- / \ �� / / / _ J 2 / - Z PROJECT SITE TSB dHo S - \ 6�\ �� 125.99 � \ / \ \ ,13 \ \ 26 \ \ 2666 J j � 1 I a[- ITT] N v V H I z dHa _ \ � _ / � � ,\ �`s � � / / S CAW AVE 14 �` BEAR > 1 /x - - - 1 `\ \ `\ 2662 \\ \�/� �5 S. W 0 W. HARRIS STREET �� I V A 15 V A/ �'_ �2670 x / 2660 \ \ / INS N0\113 0 18 I I 17 16 _ VICINITY MAP 1 s 662 �' I_ ,, - WATE; -s- I _ -r I // I II / /� / 1 g6- u � w CD 2 I 1 / / E�J pN0 IFEG pVE ' I 1 I� I I / \ \ / / / Y / I / / 26 1 I z O O � w n_ I L - - - - - _ I I \ / /I / / III �, z 1 - 800 I y/- � � � - � � � � ,, �/ S��TH WINK � �\�� I� / I I� � \ / / / I I / / / � w � a �1 / _ � _ / , �. �� 6��- II --6 �i / / 4 I / 2 o� III o � � m � � 7 ,I I I -r - - - - -66�`/- - - - , � - 1, ,ti � o / 81 III // / Z�oo� � � -W--�2 -----�T - � -A 26� ,L6 I i I I I / - - - I z ccl O _ LEGEND I I 5 ,�06 _I ��� 0 �, I I o / / _ _ _ J Q z � 0 COMMON - - - - _s- -SS =S_ SS �j I I // / /I I /9 2°a I I / I I I _ I I ' / / \ ` /LOT / 8 OL CK 2/I L _ / - - J Lf Q z z CD w -- � I / _ - - - - _ - __ lam I I / I/ 10/ II � / /�o��' ll I �I I I I I _ /\ \ / / _J �f- - - - ou � oQ � . PROPERTY BOUNDARY LINE I 1-� N M I I / / I I I_ I - - w_ Q - z w � V EXISTING DEED OR LOT LINE I J � - W" 11/ I I I I / I I i _ I - z ¢ w J �. - _ W W I / �a� / I L----- - cn oww JO PROPOSED LOT LINE w / _2670- �� 14 �I 1 2 I I = / I I/ /II �� / I / �� IL _ _- I I-` 773.94 RIDGE � z � � � � 5 KE TUCKY I I / II /_ tiO _ W ESTATES SUBDIVISION I EXISTING RIGHT OF WAY _ I �2 _4_ 4 - - - - ` N u, 12 r I / `- / I N007°OS'71 (R) Cn JQ x_ z Q w w w U/ _ _ 42 37SECTIONAL LINE _ 267 = W- I II I W Y RIDGE ESTATES w � a c� w I - - - - - - - - - CK SUBDIVISION 5 o / - w W I KENTU � Qz00 � 0 CENTERLINE -� - - - - - - - - z z I y O J 1 - � � I � I R/W R/W O w EXISTING EASEMENT BLOCK 3__2676 J J_ / I O w0 c/) O J Y - - - - - - - I I / 7g 15 �� �U II I 65.0' ❑J o �ch� Y O z0 O PROPOSED EASEMENT I J _3 -26 / 1\ �_ / I I C/L R/W 5.5 5.5' v� 00 O U EXISTING BUILDING ^N�1 - O / // �Q Q /I 37.0 2.0' 5.0' 2.0' 16.0' 2.0' 2.0 16.0' 2.0' 5.0' 2.0' z z / v�� L/ 2680 L= - - - - \ - -� - -�J � 1- J - _ 17.0' 3.0' 10.0 1.0' 1.0' C/L EXISTING EDGE OF CONCRETE - -� EG EXISTING EDGE OF GRAVEL I 'i' O �T - - - /- - - - - - - - - ' VARIES BORROW DITCH 5.0' 1.0' ACHD BLOCK 2 \ 1 SIDEWALK 2% 2%_ ---- W---- EXISTING 12"WATER LINE I ,2652 2 / / I ' VARIES 1-4% EASEMENT W PROPOSED 8"WATER LINE w I I �2684- , 16 / I ^ \ 3" OF ASPHALT PAVEMENT CONCRETE SIDEWALK CONCRETE SIDEWALK CONCRETE SIDEWALK - - - S - - - EXISTING SEWER LINE I 1 I / / I N (PER ACHD SUP. 2.5" OF ASPHALT PAVEMENT 2.5" OF ASPHALT PAVEMENT - - ^ 4" OF 3/4" MINUS AGGREGATE (PER ACHD SUP. 4" OF 3/4" MINUS AGGREGATE 4" OF 3 4 MINUS AGGREGATE (PER ACHD SUP. S PROPOSED SEWER LINE _ _ _ _ _ 19 1 1 I/ ^� 26" OF 6" MINUS PIT RUN GRAVEL SHOULDER DWG. SD-709) DWG. SD-709) / DWG. SD-709) �I / F 26 - 18 / Zo I 6" VERTICAL CURB & GUTTER 14" OF 6" MINUS PIT RUN 14" OF 6" MINUS PIT RUN 6" VERTICAL CURB & GUTTER oHP EXISTING OVERHEAD POWER I O� ❑ 11 \ / VICTORY ROAD (PER ISPWC SD-701) 6" VERTICAL CURB & GUTTER (PER ISPWC SD-701) TB EXISTING TOP OF BANK 1 o J -1C�- I I STREET SECTION (PER ISPWC SD-701) GB EXISTING GRADE BREAK 00 I l- Fc /� 17 I I h _ �' ENTRY ROAD 65'RIGHT-OF-WAY L _ I EXISTING TOE OF SLOPE Q w I / /\\ II ~ - SITE DATA S.VOLUNTEER PLACE z F 1"=10' 0 EXISTING CHAIN LINK FENCE ¢O �b� \ I / J ❑ EXISTING WOOD FENCE � a I w w 1. PROJECT LOCATION: MERIDIAN IDAHO R/W R/W O BLOCK4 - 1- - S. VOLUNTEER PLACE - s 2. PROJECT ZONE CLASSIFICATION: R8- MINIMUM LOT SIZE: 5,445 sq ft 50.0' Q Q 0- Lw X EXISTING WIRE FENCE ULJI 1" - I oN o�i 3. PROJECT ELEVATIONS ARE BASED FROM NAVD 88 DATUM 25.0' 25.0' 00 M _ 2601 EXISTING CONTOUR LINE W cq LO 00 �1 ��` - f - J - I _= 4. PROJECT AREA: 17.30 ACRES (753,704 sq ft) C/L Cn Q Q - - 2.0' 5.0' 12.0' 16.0' 16.0' 2.0' 5.0' 2.0' EXISTING DRAINAGE PIPE p� w ( o �.L.� CID \ \ � / 5. REQUIRED OPEN SPACE: (753,704x10%) =75,370.4 sq ft - ---- W ON 0° '29"E 220.00') �� I - 6. NUMBER OF RESIDENTIAL LOTS: 57 2% 2%' z � SS EXISTING SEWER MANHOLE TBM#2 ° � �39 � ° I/ � / I / 0 • PROPOSED SEWER MANHOLE w 1 tz 24 Y 1 I I 7. PROPOSED EASEMENTS:SUBDIVISION BOUNDARY: 10.0 FEET,ALONG STREET FRONTAGE: 10.0 FEET,SIDE LOT LINES: � LJJ LU U \ COMMON 110.0' CENTERED ON LOT LINE CONCRETE SIDEWALK 2.5" OF ASPHALT PAVEMENT 3" ROLLED CURB & GUTTER W OWMH I - - - - - W LOT 23 21 / (PER ACHD SUP. (PER ISPWC SD-702) EXISTING WATER MANHOLE � 1 - m 1 1 22 /' z 8. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME DWG. SD-709) 4" OF 3/4" MINUS AGGREGATE W 1 / OF THE RE-SUBDIVISION 14" OF 6" MINUS PIT RUN CONCRETE SIDEWALK a I Z) o / I 3" ROLLED CURB & GUTTER (PER ACHD SUP. EXISTING FIRE HYDRANT N LJ I I I 38 �/ I I I 1 / ti 9. BUILDING SETBACKS ALONG WITH DIMENSIONAL STANDARDS FOR THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH (PER ISPWC SD-702) DWG. SD-709) o THE APPLICABLE CITY OF MERIDIAN ZONING STANDARDS. 36.0' STREET SECTION 50'RIGHT-OF-WAY L PROPOSED FIRE HYDRANT - - - J - - - - S.WINNIPEG AVE � I _ _ + - - - - - � 10. SANITARY SEWER AND WATER SYSTEMS SHALL BE PROVIDED BY THE CITY OF MERIDIAN. 1„=l0 EXISTING WATER VALVE ��a- I- - - - - - -11 1 -] F-BLOCK2� � 11. ALL STORM WATER FACILITIES SHALL BE CONSTRUCTED PER ACHD POLICY. SEEPAGE BEDS AND/OR STORM WATER O _ _ I I I I 1 1 1 PROPOSED WATER VALVE IN O 7 -I Q RETENTION PONDS SHALL BE UTILIZED IN THIS PROJECT. SEEPAGE BEDS WILL BE PLACED WITHIN THE ROAD I I 1 I- RIGHT-OF-WAY AND/OR COMMON AREAS. RETENTION PONDS WILL BE CONSTRUCTED IN COMMON AREAS. E OW EXISTING WELL � J � o Z W 1 W R/W R/W z PI V <r _ - 12. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE RIGHT TO FARM ACT WHICH STATES: z EXISTING PRESSURE IRRIGATION VALVE I 37 �Cn 1 1 W 47.0' Z'S' 26 1 1 27 28 AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF NOT A NUISANCE- EXCEPTION. NO OD EXISTING STORM MANHOLE I I \ 25 I I I I AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, 23.5' 23.5' (f� ® EXISTING STORM DRAIN CATCH BASIN 1 L_ - - - � I 1 PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES C/L 2 0' EXISTING UTILITY POLE a I I I I` - - - I V)`1) `1 / - 1 U AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1)YEAR,WHEN THE OPERATION, FACILITY OR EXPANSION 2.0' 5.0' 2.0' 14.5' 14.5' 2.0 5.0' O Stamp EXISTING POLE ANCHOR W I r I 1 1 WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT 1/ I- APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL SDI FN ❑E EXISTING ELECTRICAL BOX ° 36 / o - - _ - _ J L \ Z „ �i0• T � 1 W OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF. 2% 2%- Gy EXISTING LIGHT POLE I�' N 0 Q039 E(R) � 13. PRESSURE IRRIGATION SHALL BE PROVIDED PER IDAHO CODE SECTION 31-3805. g � � ��` �l✓ � F ;O� PROPOSED STREET LIGHT / I C CONCRETE SIDEWALK O w l I s-W. CUMBERLAND DR. s w ❑T EXISTING TELEPHONE RISER I J / - _ - 2.5" OF ASPHALT PAVEMENT 3" ROLLED CURB & GUTTER O g TMH / W ,, (PDWG. SD-709) (PER ISPWC SD-702) 4" OF 3/4" MINUS AGGREGATE ` r o OO EXISTING TELEPHONE MANHOLE I -O TBM#3 COMMON LOTS 14" OF 6" MINUS PIT RUN CONCRETE SIDEWALK qT �P SQUARE USABLE OPEN SPACE 3" ROLLED CURB & GUTTER (PER ACHD SUP. O F 0 F �TJB EXISTING TELEPHONE JUNCTION BOX I I � � \ BLOCK LOT DWG. SD-709) `��ii, FOOTAGE SQUARE FOOTAGE (PER ISPWC SD-702) z £. COSL w EXISTING MAILBOX I 1 / � I� � I 1 1 12,418 12,418 33.0 STREET SECTION 50 RIGHT-OF-WAY EXISTING SIGN I _ / 35 i (o d A- I W.CUMBERLAND DR.,S.VOLUNTEER PL.,S.BEAR CLAW AVE. / "v ° 1 7 23,251 23,251 1°=10' Project No. RSC 17-38 QQ FOUND 5/8"REBAR AS NOTED I p I \ / N II 1 8 8,661 0 0 FOUND 1/2"REBAR AS NOTED Oa \\ 1 9 14,686 14,686 W / Drawn By: JEC 0 CALCULATED POINT � I / / \ / 34 1 1 33 1 I 32 1 I 31 I 30 I I 29 I 2 24 8,172 8,172 DEVELOPER LAND SURVEYOR CIVIL ENGINEER (R) RECORD INFORMATION PER R.O.S.INST. No. 107148189 ®TJe \ / ' I I ' I QC Date: March 7, 2018 2 40 11,183 5,591.5 BAILEY INVESTMENTS, LLC CARL PORTER, PLS JIM E. COSLETT, P.E. w1 V I I / I I 3 5 10,060 10,060 BRUCE HESSING SAWTOOTH LAND SURVEYING ROCK SOLID CIVIL LLC Sheet No. I I I \ I 13501 51 st AVE NE, 2030 S WASHINGTON AVE 270 N. 27TH STREET 7 0 BLOCK2 / S 6103457" W 24.12' 3 7 9,134 4,567 MARYSVILLE, WA. 98271 EMMETT, ID. 83617 BOISE, ID. 83702 ® - - - - J - - �� - - �- - - L - - J - - S 61009'07" W(R) 5 1 964 0 (208) 789-4064 (208) 398-8104 (208) 342-3277 rr�n I 0 o TBM#1 N 0°26'29"E 290.01' N O°26'38"E 185.25' o TOTAL 78,745.5 V N O°00'39"E(R) NTUCKY VILLAS SUBDIVIS ON N 0000'48"F(R) Q of 3 PRELIMINARY PLAT FOR TIMBERLINE SUBDIVISION A PARCEL OF LAND LOCATED IN THE NW 114 OF OF THE NE 114 OF0 ♦♦��11 a v! 0 SECTION 25, T. 3N., R.1 W., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO oCO 2018 `n Of 0 0 a N r7 J V— o mo ur +, ' � r O — — — O _ _ _ _ O _ WEST VICTORY ROAD _ _ °' 0 '- m E z EP EPA— EP EP N -� EP EP EP ��P --Ep EP EP EP EP �� EP - EP_ / EP EP/ EP EP EP I EP NIZ9 1p� EP EP EP P EP O- - - - - - EP - m- - - - - - - - - - - EP _ _ _ _ _ a� o 'v ' w — — — — — — — — — — — — — — aLL2 a � H� �� —� �P - - nHP� �\ — — — —l— EP — �— —� - - w N - -m- EP /� —/ 4�1- - -� - - / v c� o I nIIlp C v n 6 In C \ \ - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — A 0 0 FUTURE 315' - - - - - - - - - - - - - - - - - — - - - - - a ROUND-A-BOUT\ z 40 7 23' ro N u 3 11g183 .po\ \ \ \ \ \ \ 9,134 \ L — I _ — —I— — - t O 3 RIGHT OF WAY o L 1 \ Z s ft r- o \ U 329' \ \ \ \ O sq 1 I 5 - - -S- - - --� — S ` W Z 23' N - — 94' - - - - — - - - -N a - - I V a[- 116 i \ o (— — 69' — - 69' - — — -1 r-- 72 — — 68' — 62 - 60' 99 \ \ BLOCK2 I I 32.5' 32.5' �� \ �'- - p� - - 60' \� I \ 71' I - - 5i — � w 122 \ 20' 20' \ \ BLOCK 3 \ \ I I \ I 0 \ I I A � 35 0 \ 36 1 38I �� \ 7,050 37 7,050 39 00 moo' 1 \ \ \ L' \ 7,192 sq ft o 7,050 N ^ N 0 2 \ \ I\ I I \ L� s ft CD o sq ft N —7 050 ko \ 1 r, \ \ q \ \ \ sq ft N J\ sq ft ^ 6,642 6,627 3 \ \ \ \ sq ft sq ft 7,862 I 4 N rn \ \ Cn w0 w O � I 2690 f 1 \ I I I z o � w � I6 I 1 - I X I � 6 \ � c�—nz >- woN � I N s ft r, COMMON LOT � I q � I 8g89 � 1 i� . �8> �� 1 1 1 1 I \ 5 NCI 10,076 w -J--J Np 964 sq ft COMMON LOT 6 sq ft I 0 I � I 1 40 0 20 40 80 0 b \ �� O / BLOCK 4 I \ 10,060 sq ft \ \ \ Q � ww O _ 1 IN III 34 I, I - - - - -I- — — T - 1J I N N I I I I SCALE IN FEET Q z_ o Q 8,172 69 69' 48' a� \ n i sq ft 44' ssT�� J� \ II 1 \ I \ I 1 ( II 1 =40 QOn LLJzwc,, � w W — I —� N 1 W—W. CUMBERLAND DR W Ln ^' W �\� I I \ \I \ I I w Q � �z Cj W -O I — *7 — 1 � I I� I \ I I wQ0 � cn \ W Ln S S - 6S� \ J — — T — — J� I � \I I I — -� � C/� 0 W J N J I 117' - — - c» — — \ �� N N so' I 71' I — — —I 86 z Q � L J_J 10 ' m z o w U w w 0 33 - - - - 109' — ° I _7,302 \ 6�'" ��1 - 4V �j, I N ~ zp0 = 0 / sgftJ � � 0 � w 25 1 24 �Oi� � � S 55 I Stein w O � wNO � � O � Ocn0LL, L — — — - — — Q v 8q f� COMMON LOT i° in Cn 0 w Y = O N cn O CD - - - - - 8,172sgft � I / \ 67 I 1 I \ I w = z � 0 140' 77 V — � 32 W - - 130' 17 W 8,382 N 16 m - - - - - 130' - - - - - - Q I rn sq - I I �r, 7,300 `n � - - - I- - i 8,300 0 sq ft � sq ft `1 25 25 18 11 0: 1 1I 6,895 M 26 N 23 �! 1 �' w 11 J 1 1 in I 1 I 1a 1a - - - - - - - - - ( sgft \ 140' 8,083 _ sq ft 8,120 LN z �J 6, N 15 s ft 1O � CO ^ 0 14 I - - - - -sq ftJ co m 8,007 23.5' 23.5 II N A 7 619 - - - - - - - - - - -� — - - J sq I cn I o � 31 I N BLOCK 2 > / s sq ft Ln _ N 107' — N � - � � - - - - - - - - J � 71' 73 I I 7,300 16.5' 16.5' L - - -143'- - - - - - - - Z I o co O BLOCKI sq ft — — — — 23OR 1. .5' 23.5' z � I o F — 130' - - - - 130' - - - � - - - / / I J / /' / N I I I N I N 17 N I 0 L �O Etti 16.5' 16.5-1' N N N I _ � I 6,518 - - 140 18 I I D q sq ft I m 1 — 27 — 8, 8 ob co I I - - - - - - - \ ,�\ 7,627 8,22 189 sq 64/- - � L � - - 69' _ N� I I m I I I \ II o Q rn r I I I — sgft co - - - � LL 30 � � sq ft I I I - - - - i33' - - - - I L - - - - MATCHLINE � Q J n 7,314 � too � \ \ / / b � 00 �/ I _ _ � _ E 00 M Q sgft — — 2694 z - - J - - - - - - - - - - - - - - J - - - - - - - - � - - J `v �°\� / / IN NI — i - - 106'- - - - - � U) z _ R48. 9 0 _ _ _ _ i I I LLB — 5 - - - - 105' — � - - - - - - - 126' — �� �\ - - 143 BLOCK `° / 8300 Q Z i \ I sq ft 1 1 Z — 115' 19 I N 8,400 zo I L — — — - - W W L1J Z BLOCK 2 \ —— 28 I sq ft I 7 t, — i 1sgft \ 21 I I 29 'b sq - - - � - - 145' ''- - - - - - \ / 00 00 10,830 1 I \ I00 269 6 \ - I 10,108 / sq ft f-M — — — m sgft - � \ / / I - - - - - - 117' - - - - � I _ _ _ - - �trN - — — — — — — — — — — — — - L_ __ 169 128' O _ O A 20 �I L� 136' 1,' / 10,108 zn sq ft 00 E z 0 \ _ � � cn \ Q Stamp 1 w S\ONAL F Iz `STE� lu 069 1 Q cosy-�-1\ Project No. RSC 17-38 Drawn By: JEC Date: March 7, 2018 Sheet No. CID 2 "--K 2 of 3 PRELIMINARY PLAT FOR TIMBERLINE SUBDIVISION A PARCEL OF LAND LOCATED IN THE NW 114 OF OF THE NE 114 OF0 ♦♦��11 a v! U SECTION 25, T. 3N., R.1 W., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO oCO 2018 `n Of 0 0 O d3O'y a cv r7 \ J — oo II V � m a' J WWW w E N E /��� W O vOi N OV NOm > / -O N Ruac� ti6� ' Coo J u / / I N 11117, � u 3 � of 0 0 � 40 0 20 40 80 / // 260 � ' // / i v z � o SCALE IN FEET /1 �i / �° I w 1"-401 �� COMMON LOT 23,251 sq ft / I LL- = z LJ —o LL o COMMON LOT/ �� 66/ 9�� \ �V� �Z� / / I L� w m � N ol 8,661sgft � � pO /\ 2� / 0 : � 0- 0 _ / cn �/ / 6 xoj 26� / I I Q z O Q / / 6,4001�9 I O z sgft / / 26�� ti � I OQ = cnz � aH° 43' / 197' / ��Q /= / / \ \\ / �\ / / / I LL Q v� Q V x / x x %�— �'o, \ 6,400/ \ \ BLOCK 1 / / ,2�'�g / I Z J LL 5 / / �� � °��F\\ \\ sgft \ V� 66 / ' I / / I z �w � Q c� z Q LL N I I w o 9 / /" //' /� I/ ,9! \ j / / / I / / / I Co Q z 0 0 = O COMMON LOT / / - \ / / / / BLOCK 3 II I /� I 14,684 sq ft // / I 4 \ \ / // / 2��'2 I L� O J -I 6,502 \ 5 / 1 OL Cl-� L-i 0 =D O 9 2 w j / / �/ / Ii20' sq ft �\ \\ /� 6 / / / 12,418 / I v- O o U ai sq ft / / / / 0) 2 j "N / q � z � � z � o 61 \ V A I i / / / / / I I / 7,446 9 706 sq ft \ \ s ft q 00 rp�6 61 � � \ I \ N I / I / 1 , , 3 / a \ \ 12 / I I / A3 / S / / L''� / / / 6,273LLJ z o \ \ \\ N 7 / II II I I- / 1�' // / \ / �/ sq ftsq ft 13 1 ° 59 / \ \ \ \ 7,115 \ \ \ 'I �I '� �� / / \, ti65 — �/ — --{ -� — 43' / \ sq / \\ \\ / / \ \\/ / j/ J I I r,)5 70 O �\ \ o \ 14 6,590 \ / / / 60, G A / / / \ \ � � ,, IPE VE � , s/ ,w / s \ \\ N 15 o \ sq ft /\ \ / / W� �' 5 /�' / _s S. BEAR CLAW9VE 6,139 \ \ \ / � � O, i0 � /\ —' � � / 1sgft // so W I W 1 O sq ft \ � �� �� I 55 / � � / \ / / / � / 94' 16 6,089 sgft \V A / �, �60, � I I I I / A V / /// / I � � 80' / _ _ — : 2 \ 6 � Z Q = I Q J l � 6, � I � \ \ ` I 10,136 I � � z �_ L— — ' �2 i �� / I / I / I / \ / 4 / I / / co � � v," �26 ,- ' � � � I / I � I / / I I I 2 o sq ft II _ 14,342 / I / 3 / 10,146 / g- III I J � J O 6 �, sq ft N/ 10,120 I / sq ft °° Lu Cn 1s3,688 , \ / / I sq ft I10 /� / III w G 7 Ln I g \ / v- 10,000 I �L� / I I g I kq_ - sq ft I I / \ \/ - I I / / / BLOCK 2 — ss — I I 0 10,000 / \ / / °' / sq ft I I I / / / I / I — J 95' 10,000 I I II I \ — — / 94' 10 / °' sq ft 10,000 75 I sq ft 87, V �, y _ I 11 2°�8 / I ' / I I i / I I _ L — 106' I I / 10,000 / I I o I _ I z / _ / sq ft II I 268 26a2 I II 26a� / I— 70' I 65 r/\ O U _ _ —/ in 12 _ 9,00o I / 83 O Stamp — sq ft I / I� � I S\ONAL F ��� S T BLOCK I O I / Ila 069 z M£. �OS�� J I— — —69'� — — ��43' . —I MATCH LI N E Project No. RSC 17-38 Drawn By: JEC Date: March 7, 2018 Sheet No. CID 3 "--K 3 of 3