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PZ - Pre Plat REVISIONS Preliminary Plat For ]Lennon Pointe y situate in Government Lot 41 Section 1 Township 3 North, Range 1 West, Boise Meridian N Cityof Meridian, Ada County, Idaho Y _ 2021 0 SECTION CORNER EP � EP EP COPYRIGHT©BYDG GROUP 0 20 40 8 ++ 3 1/2" BRASS CAP EP EP EP EP ARCHITECTURE PLLC SCALE: 1 =40 CP&F No. 109109699 EP EP COPYRIGHT DATE LEGEND PLS 3F 36 25 BASIS OF BEARING �2 S 1/4 CORNER 5291 T..4N., R. I W., B.M. 25�1 , „ 25 0J.25 09/16/21 Subdivision Boundary Line 2�C,7) T.3N., R. 1 W., B.M. S 88 43 02 E 2662.34' �� 36 CP&F BRoASS CAP Section Line O 666.54' LJ 2017-120066 TCDRAWN BY - - - - - - - - Lot Line T �l D p M 1995.80' PLS Building setback Line 2570 r SECTOR UST1 C 1 D• 1 12087 PROJECT# BOX Centerline FP FP JO GS020-06B EP FP EP - Fence © s` ' - d� M $ 88°43'02" E 573.51F. EP L- ° ° a -EP EP EP EP Edge of Pavement \ � 263.51L a s �j 829� - - - - - - - 12'-2VL ILLY_ - _ r` UTILITY EASEMENT o - i d - - - - - �n MAG NAIL 310.00 NtroAl -R/w R W -OHP OHP OHP OHP Overhead Utility CHISELED X / I ELEV.=2568.70' - 60» N t2`''�V�l - - - - - - - - - - M/ P / LEV.=2570.71' �SEGT ELEV.=2569.3 N ELEV=257f.T2� - - - - - - - - - / �p 118 AULT -AP-AP-AP- Private Road Easement . BOX L L L Q �P ° LANDSCAPE BUFFED F4 X CS2 LLC. LPL LgNO L L L L Landscape Easement ° /� L'� '� c&B 6° �L L L o� y d W. usricK RD. CERTIFICATE OF SURVEYOR ��o s PLS �0� HEAD ELEV.=2569.45' L L L , 4�?" G�s rER G � � I, Ronald M. Hodge, do hereby certify that I am a Registered Land Surveyor Drip Line 52911 GRASS �� �`' �' licensed by the State of Idaho and that this preliminary plat of Lennon Pointe, w �P GRASS 36 C NCRETE o w G AVER was drawn from an actual survey made on the ground and accurately 8575 Concrete SPIGOT ° - I o /NG represents the point platted thereon -J ��9 ° ° I WALLS p p p FOR INFORMATIONAL � y P� Building57 I �O 24 ° O . 1 PURPOSES ONLY O TF OF �� O ti w 12 HEADGATE I ivy C ORIGINAL SIGNED BY: �'9� NOS - Flood Zone �p� 9� 62600 S.F.¢" ° I N I o RONALD M. HODGE, PLS M Proposed Utilities w o 9F y ° Ln /y (n r, ,,, o 09-17-2021 w I I cy ti 24" 60" I 0 12" PVC INV I z LLJ Ronald M. Hodge PLS 8575 SS Sewer L`' cF J Y c i ON FILE AT THE OFFICE ELEV.=2570.77' 1 Ln LV THIS DRAWING CONTAINS INFORMATION WHICH IS THE ST ST Storm Drain n I J 1 Q Q J OF FOX LAND SURVEYS. PROPRIETARY PROPERTY OF DOUGLAS L.GIBSON.NO II 24" Q. /\ / G S 30 I m UNAUTHORIZED REUSE OR DUPLICATION OF THESE ° ° e � _`//// PLANS OR ANY INFORMATION CONTAINED HEREIN W W Water GATE ° 48 �' WITHOUT THE EXPRESS WRITTEN CONSENT OF DOUGLAS 36» w N 48673 S.F. L.GIBSON.THIS DRAWING IS NOT TO BE USED FOR '�+� � I ■ L� 0 1 U�y CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT. UGE UGE Power r-i SPIGOT 8 GAS GAS Gas w DO 00I O USE IRR IRR Pressure Irrigation I J 6, F-0 Communications w 1 W D �5 81'96 NO R w R w _ c,9 � I DIRT I � � � � AP N Jll I �136�o DECK N P`P - �. Found 31/2"Brass Cap w o� w I E R II Monument in Asphalt, or as Noted w F I E 0 III - - - - - P,o w COMM J 179.03 -W. PEBBLES TONE DR. T� Found 2"Aluminum Cap O VAULT ° ? I SPIGOT 1515 W. UST/CK RD. o) in Asphalt N 1 I "� AP � - AP • Found 5/8"Iron Pin 10' ■ a >7 8.802f AC. p� L6' 82.24' With Plastic Cap, as Noted ^ LO I GA TIE , �,�' 13 , R W R W R/W N. c� I RF106.68 IRR I R -92.83 S • Found 1/2"Iron Pin w �~ I F-O F-O -295.43'- F- rn - - - N '� - - 11 8 CS2 LLC. with Plastic Cap, as Noted w ►\i - I - - j - - - - F-O Q�" _ - W. PEBBLESTONE DR. O Set 5/8"Iron Pin with O I I I O 2"Aluminum Cap, PLS 11463 I 1 104,205 S.F. i \ M 3504 S.F. -m m 3183 S.F. �M +eM Bench Mark Z ^ I i I - - 106.00' - r `" 97.00' z w �1 I - - 132.00 , r 12" CONCRE INV 104,205 S.F. 0 W NOTES 0 o - I I - ss Sanitary Sewer Manhole w ^_ O Jq 28 �� �'-�'���9.4 7 0 0 w O r BM W J o 7 ( �� N t� H OGATE��=/ AARON J. QUEEN 1. This 0 sD Storm Drain Manhole ° LU M 93.80 2862 S.F. cv 2619 S.F. 13 3111 NW 13TH ST. property falls in Zones AE & X of the Flood Insurance Rate Map No. 16001C0143J = O LL r4 3857 S.F. M O' _...,_.. 12' 20' Q Z O I D ,,, o _ _ - - -_ - - with an effective date of June 19, 2020. o C Irrigation Manhole I °° 120.21' _ - 18 - - 0 _. 00 LU I I a - o o \ 3240. "' 27 o I `�� oEV. 2570.44' 10 2. This subdivision will receive irri ation water from the Nam a Meridian Irri ation J - Y } 0 Manhole I 1/� RON PlN ,n! O o 0 3 In Z g p g Q Q w N I ELo% 2569.70' o0 6 0 - , - 2862 S.F. - - District and the City of Meridian. The pressurized irrigation system system will be J ' cv lV 2619 S.F. Z Q g Irrigation Control Valve w I = 1 a J 06 3360 S.F. o _ 10O I - - - C -I W Z _ = z 0 o J r4 ni o < W 2 � maintained and operated by the Homeowners Association. 0 DQ Water Valve I I 120.00' N o 17 LU II 25' - N 2916 S.F. o H GATE 26 0o I I o A I 4 I LU O j 3. Domestic and fire protection water shall be provided by City of Meridian. L1J ? Utility Pole s '"� � - - - - - - - - - - <� I\I � a 2 I 5 0 �r - - _ -- - - j/ 2862 S.F. N L N 111 2619 S.F. �S KIRK DAVID STEVENS Q cr O TR Telephone Riser - T2"Z077CRETE717 - - - - - - - - - - - - - - D � UQ - o - - - o j ^ I 3093 NW 13TH ST. 0� 4. Sanitary sewer collection shall be provided by the City of Meridian. 0 X I oo I't �i I 16 - - - - - - ^ l I - - 3360S.F. - N o LEV.=2569.4 -_ _ _ - - - - - - - - Electrical Junction Box w I W ^ \ d U U LU w n I J C N 2916 S.F. 25 o W o 5 d' 5. Storm water run-off generated on this site shall have a quality control treatment prior U a a Sign ,� I < o Z I ATE I� Y to being conveyed to onsite storage facilities. w Z w ~ I 4 0 2862 S.F. C14 , 1 N 2619 S.F. IRRIGATlO _ _ W g y g 0: Z ❑■ Gate Post I N I I 33O• M Q , W I 00 15 I - - �� / W - - ~ O Q 0 Gas Marker I - - J- N 2916 S.F. 24 " CON E /NV:O I Ib H D U 6. Landscaped common areas are located throughout the project and are identified on = o a a - - _ _ _ _ _ _ �EV.=2570. Q W Q o 6 the landscape plan. These areas shall be owned and maintained by the Homeowners (� r U > T Comm Marker LIJI LIJ I 3 o I I I1�1 - 2862 S.F. N , B N u�2619 S.F. Association. I of \ 0 W Io - - _ _ - - - - - Q_ - - - EDER N. SANTANA ? zz < w Water Marker 3360 S.F. c.l (;- o - o - - - - 3075 NW 13TH ST. Q Q O ¢ O w I \ 14 I I 23 o Q r r'DGA E 7. Lot 1, Block 1 and Lot 13, Block 2 are common lots and well be owned and maintained _ N z Y ® Catch Basin o II I \ O U O �N 2916 S.F. - - O 0 I ;� I o �''� by the Home Owners Association. �- w ( x a z o �` \ I \ O2 - Q 1 2862 S.F. 1714 C., 2619 S.F._ 1 v cr co a 0 = C 2 Deciduous Tree - - - - CC,"J'.4;t I L IN v H 06 �, f \ o o U W 8. The private road easement shown hereon will also serve as a utility easement. Q v) LL Y I 4080 S.F. O 13 �=75 7�75 - - 0 - 0)W.C. Witness Corner w J \ � O \ I - w = r- w O� cn 1 I� 2916 S.F. o a o 00 N Q Q O Z 22 0 �I o Og ;� 9. Building setbacks and dimensional standards shall be in accordance with the City of < o N a a_ _ �- - 00- I \\ \\ 120.00' O r - - - - - - '2- - - - - - 2862 S.F. - - N - m N - 2619 S.F. - - ri Meridian standards in effect at the time of the subdivision. U) o - - _ - - - V W J L _ - - - - - - - Z ' - - - - - � JOHN G. 111.09'R 007co00 O \\ ^ � 12 I 1 3055 NW 13TH ST 10. Contour and spot elevation data is referenced to NAVD88 Datum. co a J 2916 S.F. o o m 4 W ---- PROJECT ADDRESS I 0 I \\ \ \ Q' N - - I 21 I 4 I W I W M -per \ \ \ D ,, 2862 S.F. N cv 2 2619 S.F. 1515 W. Ustick Road, Meridian, ID 83646 0 \ PLS 17.001\2f1 J\ 60 �P\� \\ J CJ 0 11 ° - - - - I N, W I Sao- - BASIS OF BEARING 52 yi �o �� 33485.F. 20 0 ' o - - The basis of bearing for this survey was established by GPS techniques, Q DEVELOPER/APPLICANT \ I\ \\ ��PS��� ��j 9F - M = ` 1 8.00' zs6O -o o M 10 projected to the Idaho State Plane coordinate system, NAD 83 datum, West o_ - _ - - c., r4 L 2619 S.F. �JORDAN LEACH zone. All bearings shown are on rid azimuth and all distances shown are at � The Land Architect HE DGAT - - - _ _ _ - - - O 3039 NW 13TH ST. g g w \ o I \ - - - - - - - - - - - - - �'� ground. Refer to the drawing for the specific line and monuments used. 141 N. Palmetto#1731 w \ 1 � / p � o F 11 9 Eagle, ID 83616 5 \ I \ 1o4O.F. \ I I o 19 I 10 m 261\ G�F W Andrew Wheeler I \ I O8 O9 10 o I I�., Ln 9 f 208.890.8669 \ \ I _ 4 4452 S.F. M W 97.00 I �O2 N N BENCHMARK NAVD 88 andreww@tpchousing.com \ > I M I I I 0 ^ o _2 ( ) N I I °I 105.80 o 12 0 - �F` ��- The reference benchmark for this survey is the National CORS Network, �� ni "/ 3223 S.F. m elevation brought to site via static GPS observations and processed using the ENGINEER �, \ �s I J \ \ - m "' National Geodetic survey "opus" utility and post processing software. \ Lr) 1 \ - ,,�ti; rV - 100.24'- - - nn Western Consulting Group PLLC Z� "� Lri \ GRASS P L� 3527 S. Federal Way, Suite 103 �� \ O 25 \ O �, _ / rl 29.0'0 22.00 30.00 = G Boise, ID 83705 y O W / O � \ - - � l'� _ _I � 1 BRIAN S. DE LA MOTTE Kurt Norell w J// _ I 60Q'p`b� 13 3021 NW 13TH ST. 208-860-8262 C �PSON��N� yo `\_ 00 . kurt.norell@wcgid.com Z\ c� �ps� AP AP 12 352 S.F. I O CONC ETE 1 _ \ \ 1.99, - - SURVEYOR CULVET I - - - - - -,- - - - - - - - - - - - - - - - - - - - / �titi - - m - - - - -n� -58.00'- - - - 58.00'- - 62.50' - FOX Land Surveying = 1/2' IRON PIN N \ \ 25 9 13 680 S. Progress Avenue, Suite 2B O s ELEV.\2569.36' r, 0 0 16 0\ 15 0 14 W o 104,205 S.F, r.., o o STEPHEN A. TAYLOR Meridian, ID 83642 0 � ^ o 0 3003 NW 13TH ST. 10 L - - - n N 2726 S.F. 2726 S.F. I n 2956 S.F. RonaldM. Hodge TIE. W.C. -Pt�- - - - - - - - - - - - - - w� - - - - - - - N r - Pts - 13 Y " "6 342.46' UTILITY EASEMENT - - - - - - - - - - - - - - - =757M 208-342-7957 w L4 CAP 1111ti 47.00 18 12.01' 58.00' Q 58.00' W.c. rhodge@hmh-Ilc.com °w w °' N 88 59'01" W 59 . 7 EP 63.30 10.00 - - rn U = + + L) O Utility U LAND USE SUMMARY I N_ EasementLU 1/4 COR/2 N CONCRETE /� I\ SUBDIVISION No.K2 O Q � Ln Total Area: 8.802 acres BRASS CAP ti I MRH HOMES INC. Y TUMBLE CREEK DR. CP&F No. 2 1 CULVERT CS2 LLC. MRH HOMES INC. 1422 Commercial/Retail: 12,200 S.F. 1 MRH HOMES INC. � W. Condominium: (20) units 108044955 1 � = UNPLATTED W. TUMBLE CREEK DR. I 2987 N. ZION PARK AVE. _LJZ 2984 N. ZION PARK AVE. I Townhomes: (47) units O TOTAL: (67) units