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HomeMy WebLinkAboutPreliminary plat SUMMERLIN SUBDIVISION PRELIMINARY PLAT MERIDIAN, IDAHO - 2026 v LOCATED IN THE SW 1/4 OF SECTION 5, T.2 N.,R.1 E.,B.M.,MERIDIAN,ADA COUNTY,IDAHO MIJ STANDARD ABBREVIATIONS ABS Acrylonitrile-Butadiene-Styrene ESMT Easement PL Property line y ABAN Abandon EVC End of Vertical Curve POC Point on Curve o ABAND Abandoned EXIST Existing PRC Point of Reverse Curvature r AC Asphalt Concrete FIG Finished Grade PP Power Pole O LU 00 r E ACP Asbestos Cement Pipe FH Fire Hydrant PSI Pounds per Square Inch cu 00 0 AH Ahead FL Flow Line PT Point of Tangency ti -z3- 6 00 ALT Alternate FTG Footing PVC Polyvinyl Chloride ~ J � 00 . BC Beginning of Curve FS Finished Surface PVMT Pavement m o0 0 BCR Beginning of Curb Return GALV Galvanized R Radius EXISTING APEX SOUTHEAST �� 2PRELIMINARY PLAT NOTES a Y o BK Back GB Grade Break RB Ribbon Curb SUBDIVISION NO.3 m w BM Bench mark GIRR Gravity Irrigation RC Roll Curb 1. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH TITLE II OF MERIDIAN CITY CODE Cf)5 w BVC Beginning of Vertical Curve GL Grade Line,Ground Line R/W Right-of-Way SHEET C.101 SHEET C.1 OZ UNLESS OTHERWISE MODIFIED BY CONDITIONAL USE PERMIT O LL; m zo 3 BW Back of Walk GM Gas Meter RL Roof Line M = 3 CB Catch Basin GR Grade RR Railroad 2. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL / CF Curb Face HOPE High Density Polyethylene Rt Right SEC.6 SEC.5 GROUNDWATER ELEVATION. o cf Cubic Foot HORIZ Horizontal S Sloe E.VIA ROBERTO I.N. 1/4— - - - -E.VIA ROBERTO ST. - - - - - - - ---CIA SEC.5 P �� 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF CL Centerline HP High Point SB Seepage Bed MERIDIAN AT THE TIME OF THE RE-SUBDIVISION. CO Clean-Out(Sewer) INCL Including SD Storm Drain CONC Concrete INV Invert SDR Standard Thermoplastic Pipe 4. ALL LOT LINES COMMON TO PUBLIC STREETS ARE HEREBY DESIGNATED TO HAVE A TEN(10)FOOT PERMANENT EASEMENT FOR PUBLIC CONN Connection IP Iron Pipe Dimension Ratio UTILITIES,IRRIGATION,AND LOT DRAINAGE,UNLESS OTHERWISE DIMENSIONED. MIJ CONST Construct,Construction IRR Irrigation SEC Section — - - 5. UNLESS OTHERWISE SHOWN,ALL LOTS ARE HEREBY DESIGNATED AS HAVING A THREE(3)FOOT PERMANENT EASEMENT ON EACH SIDE OF C Coordinate ISPWC Idaho Standards For Public SF Square Foot(feet) CTV Cable Television Works Construction SG Sand and Grease Trap THE INTERIOR SIDE LOT LINES,AND A TEN (10) FOOT PERMANENT EASEMENT CONTIGUOUS TO ALL REAR LOT LINES,FOR PUBLIC UTILITIES, TV CY Cubic Yard L Length SP Signal Pole IRRIGATION,AND LOT DRAINAGE. THE FIVE FOOT INTERIOR SIDE LOT LINE EASEMENT DESIGNATION DOES NOT APPLY TO THOSE LOT LINES DBL Double LB Pound SPRK Sprinkler Cj SHOWN HEREON AS ZERO SETBACK LOT LINES,WHICH HAVE NO ADJACENT EASEMENTS.ALL OTHER EASEMENTS ARE AS SHOWN. DI Drop Inlet LF Linear Foot SS Sanitary Sewer EXISTING HADLER DIA Diameter LP Low Point STA Station SUBDIVISION 6. IRRIGATION WATER WILL BE PROVIDED IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(b). LOTS WITHIN THE SUBDIVISION WILL BE DIP Ductile Iron Pipe LT Left STD Standard HAS 3 HAS 4 ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE IRRIGATION DISTRICT. DW Driveway MAINT Maintenance SW Sidewalk 111 — 7. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS DWG Drawing MH Manhole SY Square Yard / SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. E Easting MW Monitoring Well TAN Tangent EA Each N Northing TC Top of Curb -..5 8. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22 4503,RIGHT TO FARM ACT,WHICH STATES:"NO AGRICULTURAL OPERATION, EC End of Curve NO. Number TEL Telephone AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC,BY ANY CHANGED CONDITIONS IN ECR End of Curb Return CHIP Overhead Power TOPO Topography / OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE(1)YEAR,WHEN THE EG Edge of Gutter PC Point of Curvature TRANS Transition / OPERATION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY ELEV Elevation P.C.C. Portland Cement Concrete TYP Typical _ WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION,AGRICULTURAL EM Electric Meter. PCC Point of Compound Curvature VB Valve Box FACILITY OR EXPANSION THEREOF." ENGR Engineer,Engineering PCVC Point of Compound Vertical Curve VC Vertical Curve A - - -_- - - - - W EP Edge of Pavement PE Polyethylene VERT Vertical A l �a 9. RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. �1AL PIRR Pressurized Irrigation WM Water Meter \ zo 10. LOTS 1,8,58,74 AND 75,BLOCK 1;LOTS 7, 14 AND 17,BLOCK 2;LOTS 1 AND 13,BLOCK 3;LOTS 1 AND 13,BLOCK 4;LOTS 8, 11,15 ANDHUI/ c�\� E��f IMF-No"Ma 25,BLOCK 5;LOT 1,BLOCK 6;LOTS 11 AND 20,BLOCK 7;LOTS 9 AND 18,BLOCK 8;LOTS 1 AND 14,BLOCK 9;LOTS 1 AND 15, BLOCK 10; 77THTELOTS 1 AND 14,BLOCK 11;LOT 1,BLOCK 12;LOTS 1 AND 16,BLOCK 13;LOTS 1 AND 16,BLOCK 14;LOTS 1 AND 7,BLOCK 15;LOTS 1, 15,25, VUJ HAS 1 —1 30 AND 35,BLOCK 16;LOT 1,BLOCK 17;LOTS 1,8,24 AND 35,BLOCK 18;LOT 1, BLOCK 19;ARE COMMON LOTS TO BE OWNED AND10 �I ��0 �� vW cli 1 - MAINTAINED BY THE HADLER SUBDIVISION HOMEOWNERS ASSOCIATION. THESE LOTS SHALL BE USED FOR HOMEOWNER PEDESTRIAN ACCESS AND LANDSCAPING AND ARE SUBJECT TO A BLANKET EASEMENT ACROSS SAID LOTS FOR PUBLIC UTILITIES,IRRIGATION,AND LOT ��p(,�03��� �F 5 ASE 11. DIRECT LOT ACCESS TO S.LOCUST GROVE ROAD, E.VIA ROBERTO STREET AND S.RECREATION AVENUE IS PROHIBITED. OF P 1�O U� R-15 - - ZONE BOUNDARY,TYP. S w o PHASE BOUNDARY,TYP. 77 STREET PLAN LEGEND STREET AND STORM DRAIN PLAN LEGEND A . E k —� CONSTRUCTION SHEET INDEX z } Q BOUNDARY LINE ` 3 z ¢ o 4' 1 OF 6 CA 00 COVER SHEET AND NOTES LU PROPOSED PEDESTRIAN RAMP o z z DETACHED pp ' X O z RIGHT-OF-WAY LINE WITH DETACHED SIDEWALK 2 OF 6 C.101 PRELIMINARY PLAT o J - - - - - - -�-- 3 OF 6 CA02 PRELIMINARY PLAT m w > CENTERLINE ATTACHED y p U U DETACHED 4 OF 6 CA 03 PRELIMINARY PLAT o o � z PROPERTY LOT LINE 5 OF 6 C.104 PRELIMINARY PLAT >- CC � zo PROPOSED PEDESTRIAN RAMP CC m , "' CD E o PROPERTY LOT LINE(ZERO SETBACK) DETACHED vi 6 OF 6 C.105 TYPICAL STREET SECTIONS a CC z WITH ATTACHED SIDEWALK \ } m w EP EDGE OF PAVEMENT z o C,' c) w 0+00.00 CENTERLINE STATIONING I \ R-8 = U) C.)PROPOSED CONCRETE VALLEY GUTTER c o ri o ow PROPOSED VERTICAL CURB \ z m It= PROPOSED ROLLED CURB \ / ¢ z � -- -- PROPOSED SEEPAGEELLS BED WITH �,� /, 4CONSTRUCTION CONTACT INFORMATION o J PROPOSED REVERSED VERTICAL CURB o MONITORING WELLS w ¢ O PROPOSED REVERSED VERTICAL TO ---� w c=i° =VERTICAL CURB TRANSITION SECTION O O PROPOSED SAND AND GREASE TRAP ENGINEER DEVELOPER SURVEYOR z -- EXISTING VERTICAL CURB PHA E 7 o O EXISTING SAND AND GREASE TRAP CIVIL INNOVATIONS, PLLC DEVCO, LLC IDAHO SURVEY GROUP, LLC ---------- EXISTING ROLLED CURB ® PROPOSED DROP INLET CONTACT:BEN THOMAS CONTACT:LAREN BAILEY CONTACT:CODY MCCAMMON 2645 PROPOSED 5'CONTOUR 1043 E.PARK BLVD.STE 100 810 E.CENTRAL LANE,STE.120 9955 W.EMERALD ST. 2644 PROPOSEDI'CONTOUR EXISTING DROP INLET BOISE,IDAHO 83712 MERIDIAN,IDAHO 83642 BOISE,ID 83704 SD PROPOSED STORM DRAIN LINE AND MANHOLE __ PHONE: (208)884-8181 PHONE: (208)336-5355 PHONE: (208)846-8570 2645 EXISTING 5'CONTOUR � SD EXISTING STORM DRAIN LINE AND MANHOLE EMAIL:BEN@CIVIL-INNOVATIONS.COM EMAIL:LAREN@CONGERGROUP.COM EMAIL:CODYM@IDAHOSURVEY.COM ----2644---- EXISTING 1'CONTOUR DRAINAGE SWALE —� PROPOSED STREET SIGN GRAVITY IRRIGATION PLAN LEGEND SHEET C.103 SHEET C.104 _7T_ EXISTING STREET SIGN GIRR PROPOSED GRAVITY IRRIGATION LINE AND BOX PROPOSED STREET LIGHT - GIRR - EXISTING GRAVITY IRRIGATION LINE PRELIMINARY PLAT DATA Z CDEXISTING STREET LIGHT PRESSURE IRRIGATION PLAN LEGEND 5 DIRECTION OF SURFACE FLOW TOTAL ACRES 87.40 AC y PIRR— PROPOSED PRESSURE IRRIGATION LINE AND VALVE PUBLIC RIGHT-OF-WAY 18.89 AC 21.61% � PROPOSED TYPE III BARACADE I 1/4 SEC.5 PROPOSED TYPE II BARACADES -�--PIRR-- EXISTING PRESSURE IRRIGATION LINE AND SERVICE LINE SEC.6 SEC.5 E.COLUMBIA ROAD -SEC.8 RESIDENTIAL LOT AREA 47.66 AC 54.53% LU � $ w PIRR PROPOSED CONCRETE THRUST BLOCK SEC.7 SEC.8 COMMON LOT AREA 20.85 AC 23.86% =EXISTING BARACADE 0 O -�--PIRR EXISTING PRESSURE IRRIGATION LINE AND VALVE TOTAL LOTS 551 Q z 0 SINGLE FAMILY LOTS 506 — z y z F- COMMON LOTS 45 Q w w CD QUALIFIED OPEN SPACE CALCULATION c=a OPEN SPACES 18.22 AC LU w COLLECTOR BUFFER 0.54 AC O ARTERIAL BUFFER(1/2 OF TOTAL) 0.30 AC W U TOTAL QUALIFIED OPEN SPACE 19.06 AC QUALIFIED OPEN SPACE PERCENTAGE 21.81% WATER PLAN LEGEND EXISTING UTILITY LEGEND ZONING �W PROPOSED WATER LINE AND VALVE EXISTING SIGN --(5W EXISTING WATER LINE AND VALVE EXISTING LIGHT POLE /\ VICINITY AND SHEET KEY MAP EXISTING: RUT PROPOSED: R-15 AND R-8 y PROPOSED DOUBLE WATER METER SERVICE LINE ® SCALE: 1" = 250'-0"HORIZONTAL MINIMUM LOT SIZE(SF) � PROPOSED SINGLE WATER METER SERVICE LINE ® EXISTING MONITORING WELL SINGLE FAMILY 3,040 SF Ir 375 250 125 0 250 500 EXISTING TELEPHONE RISER AVERAGE LOT SIZE EXISTING DOUBLE WATER METER SERVICE LINE CIVIL INNOVATIONS HORIZONTAL SCALE IN FEET SINGLE FAMILY 4,103 SF EXISTING SINGLE WATER METER SERVICE LINE © EXISTING CABLE TV RISER NORTH RESIDENTIAL GROSS DENSITY(Du/Ac) 5.79 PROPOSED FIRE HYDRANT ❑U EXISTING UNDERGROUND UTILITY BOX EXISTING FIRE HYDRANT © EXISTING GAS MARKER SITE AMENITIES ® PROPOSED CONCRETE THRUST BLOCK EXISTING POWER TRANSFORMER SWIMMING POOL FACILITY, PLAYGROUND, PICNIC GAZEBO, PATHWAYS, TOT LOT, PLAZA SITTING PROJECT NO. 26 0309 SS ® EXISTING CONCRETE THRUST BLOCK © EXISTING POWER JUNCTION BOX AREA,AND DOG PARKS. SEWER PLAN LEGEND \ EXISTING POWER MANHOLE DWG FILE CA00 SC SERVICE CONNECTION 0 EXISTING WATER MANHOLE DESIGNED BY BT DRAWN BY JTA SL SERVICE LENGTH 10 EXISTING IRRIGATION CONTROL VALVE BOX CHECKED BY BT SI SERVICE INVERT ELEVATION iv EXISTING PRESSURE IRRIGATION VALVE ISSUE DATE 06/03/26 10 T SS PROPOSED SEWER LINE AND STATION EIJI EXISTING POWER VAULT HORIZ.SCALE AS SHOWN SS PROPOSED SANITARY SEWER LINE AND MANHOLE - _ _ — — ucP - EXISTING UNDERGROUND POWER LINE VERT.SCALE AS SHOWN SS PROPOSED SANITARY SEWER LINE AND SERVICE cas - EXISTING GAS LINE --O-—SS— EXISTING SEWER LINE AND MANHOLE - ucT EXISTING UNDERGROUND TELEPHONE LINE L SS— EXISTING SEWER LINE AND SERVICE Coll 00 SHEET 1 OF 6 D:\Civil Innovations Projects\2026\26-0309-SS-SUMMERLIN SUBDIVISION\200-Construction Drawings\204-Preliminary Plat\26-0309-SS-PREPLAT-COVER.dwg I I II I R0475920540 R0475920520 R0475920500 R0475920480 R0475920460 R0475920440 R0475920400 R0475920380 R0475920360 �/ PRELIMINARY PLAT I I SMITH BRIGHTON INC SMITH BRIGHTON INC SMITH BRIGHTON INC SMITH BRIGHTON INC SMITH BRIGHTON INC SMITH BRIGHTON INC SMITH BRIGHTON INC ALTURAS ALTURAS L„ / /i /\ EXISTING APEX SOUTHEAST SUBD.N0.3 N 2929 W NAVIGATOR DR 2929 W NAVIGATOR DR 2929 W NAVIGATOR DR ) 2929 W NAVIGATOR DR II 2929 W NAVIGATOR DR 2929 W NAVIGATOR DR 2929 W NAVIGATOR DR CONSTRUCTION LLC CONSTRUCTION LLC Lu //� II I I I I I 9 III I STE 400 STE 400 STE 400 l STE 400 1 STE 400 STE 400 STE 400 250 E EAGLES GATE DR 250 E EAGLES GATE DR y CM/ /I SCALE: 1" = 60'-0"HORIZONTAL VI MERIDIAN,ID 83642 MERIDIAN,ID 83642 MERIDIAN,ID 83642 MERIDIAN,ID 83642 MERIDIAN,ID 83642 MERIDIAN,ID 83642 MERIDIAN,ID 83642 STE 320 STE 320 CM III I I �= _- T I�I I - EAGLE,ID 83616 EAGLE,ID 83616 = C1 'I I II - - - - - - - - - - - - - - - - - - - - _ -_- - - - - - - - - - - �`� \ - - - - - - - - - - - - - - - - - - = LU _ a 90 60 30 0 60 120 - �_ _ - - _ _ _ ° I I I _==== -cam - - - - -/= - - �'===-::: �-- - -=== - - - -====_ -�� , - �==== 3 - - - - - - - __ _ _ -_ V S \ CIVIL INNOVATIONS :� - TOE_-_-_-_-_-�0E=_,��o I _I� I II(-_ I I\ _ - 2,3g ` - - -2738 - - -2739- - _ _ - _ 740 ' - _ _ 741- - cc y -\ NORTH �', '�J�- HORIZONTAL SCALE IN FEET EG_ - - - - EG - El 1 - / - - - _ �- - - - - - - - - - - - - - _ - - - - - _ - - - - _ _ _ _ _ _ _ _�_ _ _ _ _ _ _- EXISTING E. 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N 101' N 102' ; N 102' N 01' 6,916 SF $ M r 3,290 F rn 3,495 SF BLOCK 12 M coI M v ¢ z rn 1 co 18 M 14 M ; 18 14 21 r00' �`�': /`y 116' 21,086 SF 3,248 SF 3,248 SIF 3 _ / 3,274 SF 236 SF 125' III I J O J O 10050 \ \ \ \ "� N 102' 101' III uJ COF 248 SF 6 j 2 � 101 102 BLOCK 13 BLOCK 14 IIII z Ct' / �1' 3,200 SF I I 4,185 SF v v v v v co rn rn w rn o,K LLC \ \ �,`�/ / 48SF r M M 44.00' 15 M 44.00' M 17 M I 15 co 38.00' ~ 4,182 SF 3,8�SF r` 3,83SF 34 35 37 IIIIII o \ / n, • ' gm BCR=20.00' co17 co4,198 SF 2 809 SF r0 33.00' 33.00 3,477 SF113,438 SF 27.00' 5,122 SF III N RD#202 /o�/ / / �/ 2� 0' �*, / 3,451 SF 3,451 SF �I / / /�4 M`�' r3,24 sF 7 �j 124 _ I 125' IIIIII(IIII D 83642 EXISTING H DLER / 101' 101' 0 102' 1 101' o ° J SUBDIVISI N0.2 ' // 48 SF / or' 3,200 SF / r2: ,I / / M `L j 16 4,350 SIF '� c'J 16 4,816 SF >; BCR=20.00' 1 r �, 34 ti I ti L _ IIII L / i 19 O0: 136' BCR=20.00' BCR=20.00' 173' BCR=20.00' BCR=20.00' 173' BCR=20.00' 8' 43' 41' 41' Y4' 19' ED L=75.80', R=50.00' / /// \\ 34400'- M`�' - - r3,248 SF 1 8 "' / el, \ - - 28, M 5,130 SF / 48 SF 300, or' 3,200 SF / o o E. CLOUDCROFT STREET p r / •.•,�, ao ti - - -a 172.94' - - - - - - - - - - ---247.00' - - - - - - - - - - 244.2T '--- - - - - - - - - - --- - - -� o _ L�)8 4 - IIIII (IIII // 18 I 00 / r M N 187.83' \4S, BCR=63.50' 122' III 3,248 SF 1 SF 1p I - 7- -BCR=20.00' 4 32'� 32' 32' 32' 32' 32' 32' 32' 32' 32' 32' 34' 0 31' 32' 32' 32' 32' 32' 32' 32' 32' 32' 32' 34' 10' `so 39 IIII o _ I\ 2 1' 3,200 SF I Q' - \ 17 1 100, N L=42.11',R=100.00' - BCR=20.00' ! BCR=20.00' Sr9 0 4,434 SIF / o i j N 3,248 SIF 1 �'' 2741- - -- - - - - Otip 10 / r - - - I�� /% BCR=36.50' 9' 101, h Z / BLOCK 18 2' tor' 1�� 13,200 SF BLOCK 10 a _ _ _ _ _ _ _ _ _ _ _ _ / I _ _ _ _ 16 O0, �,,N o 2 5 co � �/ N 40 Q j y 3 - 4 5 6 7 8 M �" 2 3 4 5 6 7 8 9 10 11 12 M 13 14 M j \ 6,518 SF 17 3,248 SF 11,531 SF 3,286 SF 9 10 11 12 134 rn a, 4,102 SF IIIIII �// 10 > \ �, L=51.24',R=200.00' 3,200 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,04o-SF 3,040 SF 3,040 SF 4,230 SF 3,2715 SF 3,0140 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF /3,040 SF 3,230 SF 5,068 SF 44.00' 4, 3SF \ \ �� 'BCR=20.00' 15 /� 381OOi 33.00' 100' IIIII 41 \�� L=57.79',R=200.00'\• \ �/ �/ \�453 SF 12 /N T 27.00 T / - - / \ 41 I 0� 0 7 r00: b 3,200 SF 15 1 4,100 SF O 5 �� y\\ oo \ M 1 100 �ry ,' / III �� 26' 30' 32' 32' 32' 32' 32' 32' 32' 32' 32' 32' 32' 32' 34' o N 34' 9' /23' 18' 14' 27' 5' 32' 4 28' 13' 19' 22' 10' 31' 32' 8' 24' 17' 17' 18' Q 100' Q ,472 SF� °� `L� O \ "� ^ ,3 13- - - �' c°D\: "' \\ CD p ��p/ 24 3q `�' \sU/►� 3,400 SF 38�0' � m N lli N N \ / �ti ^ 42 - y cc 6 \ ��, 5 2' \Mq I r00, 2' M� 2�0 ti2742 BLOCK 9 4,100 SIF / yr / Q z 3,472 SF 3' 3 \s Cn in Cn Cn in Cn Cn in Cn En in En Cn in N in �r, in Cn in Cn in in LO BCR=20.00' 32: 24908 T9FF. BCR=20.00' IIIII 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 24 23 22 21 20 19 38� 17 16 15 3,198 SF 3,040 S-F' -3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,230 SF 4,079 SF 3,895 SF 3,895 SF 3,895 SF 3,895 SF 3,895 SF- 3,895 SF 3,895 SF 3,895 SF 4,053 SIF °O 100' \�� 0 32,° \ 1 21' \ III / 3 689 SF \ roF 'gyp\ BLw,K\ \, - - cc LU J �\ 3 , '° I \. / BCR=20.An, �� I � 43 � III / J w � 2f0 SIT 12 0 - 2 \, �' BCR=20.00' '; BCR=20.00' BCR=20.00' `L III \0 SF 32 34' 32' 32' 32' 32' 32' 32' 32' 32' 32' 32' 32' 32' 32' 3.0 j J 40' 41' 41' 41' 41' 41' I 41' 41' 41' 43' 4,100 SF // W 1 \ �\ 3,200 SF \00 1 32• m 100' W 0 2,463 ,. 8 �� 1 �6. r �\\row F _ - - \ \� 3,200 SF oo ?\ _-__o 0 136.22' � - --417.30UIHMA STREET- - - - - -- - 482.00' g o r 0 244 6 _ SF 330 0, . � � \ \ \\\ >, 15 0 � � 3 ,' -� coM N � - --- - - - - --- - - - --- - - - - --- - - -- - - - - / 3,200 SF \o \ , 16 I � 30' � 4 M N � � 4,100 SF � IIIII IIII // 3,200 SF moo 1=44.15',R=100.00, 22, - 102' BCR=20.00' 8 43 41' 41 41 41, 41' 4 41' 41' 130' 60' 6F 60' 60' 60' 60' / 100' �7 BCR=20.o0' \ \ / BCR=20.00' R=20.00' 19' 3,368 SF oo \ 3,2 SF ,o III 100 \ L=16.02',R=100.00' 9 \ \\ 18 _ - - - _ 40 III II p I 3,200 SF oo M 21' 4,100 SF W III BCR=20.00' �3,200 SF o ( 29' I 3,400 SF - \ 22' \ 8 0 � 19 I+I \ N \ 100' IIII r I \ 3,200 SIF o I \� 32. \ 3,617 SIF co co co co ao\ ao co 00 co 0 0 0 0 0 0 o 0 , 7 �\ III 100 38.00 0 10 0 11 12 0 13 0 t 15 0 16 17 19 20 21 22 23 24Y/ '� IIII IIII I \ \ co 3,200 SF \oo D \� �\ M 22 M 27.00' 4,644 SF 4,428 SF 4,428 SF 4,428 SF 4,428 St- 4,428 SF 4,428 SF 4,428 SF 6,568 SF 6,600 SF 6,600 SF 6,600 SF 6,600 SF 6,56 SF rn- 46 31.50 I S1405428000 / 32: 6 ° 8 EXISTING 10'WIDE, \ 3,200 SF oo �� vUTILITIES,IRRIGATION IIII 3,20o sF 5 v AND DRAINAGE ESMT. 100' u� / 4,268 SF vv 16' IIII PO BOX 1968 \ F \ \ - / - 92 III i EAGLE1,LLC / \• 3,789 SF oo \ - EAGLE,ID 83616 s 3 , o A BLOCK 16 3 !/ 2 � \ 2 M Z 3 2 3' �' \ 4 \ ' \ �2744� o 3,200 SF W j! I '; BCR=20.00' \ 9�H 4,338 SF 1 \ T 9 5z - _ 60 60' 60' 60 52' '� 2 2S' / o`� Q 43' 41 41' 41' 41' 41' 41' 4T 39,601 SF `L IIII UNPLATTED PROJECT NO. 26-0309-SS \ -100' - - - ,15 SF / BCR=28.00' 80' BCR=28.00' \9ivF 38' \\� \ III - W \ -274 / I ' IIII I I IIII I RUT vv 0 5 4,8 �F vvv� v II 24 M • ve v v 2 / QI 1 II I I DWG FILE C.102 0 0 \ 3 1 \ \\\ I n 3,368 SF BLOCK o> I� I I DESIGNED BY BT II � . � � . � � � � � � � � � � � � � � � � � ON= = = = = = = M � - - - - - - - MMMMMMMM = = = = = = 1� = = = = = = = �} � � � � � � � � � � � � � � � � � MATCH LINE-SEE 6? \ 2 rl �++ N o N S1405315235 Qt I� r ; _ ao 0 o p 1 82,890 SF GEMINI LLLP Z _ 0 0 173.50' IIII I MATCH LINE-SEE DRAWN BY JTA \ \\ L=24.3T,R=100.00' M'° ti c 4,505 SF \T 4,252 SF o 3 �, / / o - - - - - - - - SHEET C.104 \ , 813SF r 7 � 6. _ III HEET C.103 \ ,\\e po ��� \ 8 4,137 SF 4,124 SF 5 T 4 1979 N LOCUST GROVE RD / ❑ Q ti IIII I CHECKED BY BT \ ���'0 ?� 3,9 8 SF \ \\\\ o \ \ 4,522 SF T 4,942 SF T 2 F R-15 C III IIII I ISSUE DATE 06/03/26 c� MERIDIAN,ID 83646 z E. AMBERVALE ST. DOG PARK _ >Q 5,520 s 1 �� II III I HORIZ.SCALE AS SHOWN O O TOT LOT \\ o. 6 j \� - Q, ti g o, r,�R=20.00' \ 6,217 SF T T ` 41' 41' / v5 BCR=28.00' so' BCR=2a.00' � IIII 41 / N VERT.SCALE AS SHOWN �� 42' �� IIIII III I \ O \ 120 BCR-20.00' w S2 I III O p0 o O o �\ \ 43 56' 60' 60' 60' 52' r "� IIII I O POOL HOUSE o c? EXISTING 6'WIDE, 2�777 SF �°� \ -`, L=305.68', m I _ ---- -----R=472.00' \ r N Col 0 2 �P 34, Ir nni _ L di I I FACILITIES o o �Q \ UTILITIES: IRRIGATION\8�j� - \ - \� r IIII SHEET 3 OF 6 DACivil Innovations Projects\2026\26-0309-SS-SUMMERLIN SUBDIVISION\200-Construction Drawings\204-Preliminary Plat\26-0309-SS-PREPLAT.dwg i•.- -  - - - - - / / 3,200 SF ov I �\\ "• ' S1406417700 I I I _ �o 0 0 0 0 0 0 0 - o 0 0 0 - L=41.52',R=100.00' \ 32' \ 100' 38.00' o 0 C o 6 0 5 0 4 cD 3 0 2 0 1 o e 19 18 0 0 34, 7 _ r 10 r l L&G MURGOITIO,LLC I 15 o Cl? 4,000 SF T 4,000 SF T 4,00 SF'- 4,000 SF T 4,000 SF T 4,000 SF T / / 4,000 SF -"00 SF T a,' 2 M BCR=20.00' \ \ \ 3,200 SF oo \\\ �8 10'W 22 M 27.00' 4 SF 11 4j00� - ED - - ED 3,895 SF 32, \ 6 �� \T° EXISTING IDE, \ E ED ED - - - - - ED T 6575 S LOCUST GROVE RD �T- - - - - o - - - ED _ \ \ p Q \ \\ 3,200 SF ED ED -- _ - ED_- -- _� EDP 25' '� \ 3,200 SF ,moo \ \� \ UTILITIES,IRRIGATION III MERIDIAN,IDAHO 83642 III -_ __ OB__ - _ - _ - _ - _ _ ___ =TQ� -= ED e _ - - E - _ \ g5' �, I \ F 32' \ 5 \ \� `�S' `AND DRAINAGE ESMT. ED BCR=20.00'- _ _ _ BCR=20.00', :. �/ \• s 3 3,789 SF oo \ \ UNPLATTED I - - \ :° M \ T 15 38 23' U �►- e 2' \ \\ 0 23 6 \ rt3' �0 40 40' 40' 40 40 60 - 5 \ v 1\ N 16,843 SF ?j 00 BCR'=20.00' \ \M\ �7 \ 4,3 8 SF 1 r �2744� 3,200 SF mom9 \ R-4 Q,SF� - _ 4,0535F Op 2S� ��/� p`L \ \ \ _ a 43' 4 III I EUj �- o c 241.00' E. AMBERME STREET . - - -23s.00' g o - \ F �� \ sue. 09i \\�38 1e1}' -- _ _ = 638 SF LU w 1 -cc;CD ti - - - - - - --- - - - oo ti \� \ �T \ �' 01 ' _ �F 38, 5' \\�\ \ - coo . W MATCH LINE-SEE MATCH LINE-SEE I = cis M N M N �\ \ \ \ \ '�/ \ 4,8 �F \\\ \ III 24 \= Cj SHEET C.101 IIII I - = z \ r ; \ B \ \ o� o 3 , 1 '. \ \\\ rj 3,368 SF g SHEET C.102 a ` vm ¢ EA. � w = BCR=20.00' �� BCR=20.00' BCR=20.00'= 0T� BCR=20.00' 7 � '� �� O' o �> 1 �z LL x 4,100 SF 2j '� 1 2,975 SF c' '� 1 2,943 SF �O M' \ a \ W_ of o_ o �9 - `L 100' j `L 100 �'r \ \� \ \ o \ o \ 2 II� - li ¢ 100' - 100' M \ \ �° F° \c\, u'8, 813 SF \ \\\ L=24.3T,R=100.00' Cl) ° 0 4,505 SF o N o D z 100, 1 BLOCK 3 1' 1' BLOCK 4 1' 34 0 \ \ \ 16 0 ° o l� O \ o \ \ ��B O \ \\ y 4,1i III 4,085 SF 726 SF 7 , BLOCK 1 v 24 M 2 M M 24 M 2 M • \ a� \\3 1 \ ��\\ "' ■1 111 co.w r E o 18 co 3,400 SF 3,400 SF 3,400 SF 3,400 SF O \ O 3,968 SF o N �, a 38.00' 950 \ rn' \ O \ O DOG PARK 1 x CID 4,100 SF Q y - - - - �� - - - \ o \ M o O TOT LOT �� \.\ 6' O \ �\\\ \ 7 - ��R=20.00' 4 o T" r 100' 100' 27.00' 100, 100' �� \ �J ' a, \ �" O �j \ 0 ti \\ \ , r 100, N N N ' N N N V 33 17 �� o y \\ \ ` 43 co 23 M 3 M M 23 co 3 ' co \ o`� \ o O \ 9 \ o ��\ LU Co o' �l c _ 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,895 SF 3,953 SF \ \ \ ® cc, �j, � � \\\ cR A O r E e°\ O p \ 120 \BCR-20.00' w\ N ao 0 ° 19 � ' o 0 0 \ \ cn , N CD a 4,10o SF 100, 100, 100 100' Z�\ O ° e 20 777 SF ��\\ -` _ �- o CO z / 95' 95' \ \ POOL HOUSE O co v EXISTING 6'WIDE, \ _ + Tom " I M 22 � 4 M • M 22 /M' 4 ; - _ _ - -� FACILITIES O �� UTILITIES,IRRIGATION��r3 \ �- \ J amo Co •� I 100 3,200 SF 3,200 SF 3,200 SF 3,200 SF \ " I w 3.89�SF 3,895 SF 1 z AND DRAINAGE ESMT. Y 0 0 0 100, 100, 100, 100, oo� � \; \ oo '�C�\\ 7 8' FE L _ v 20 W e° \ Q \ 8 BCR=20.00' 0.12/ \ Q U) w Z III III I I 4,100 SF M 21 5 M M 2t/ M 5 M ' 95' 95' 'r \ \ \ \ _ _ ` 1?, ° o z 3 W \ \ L 17.97' R 100.00' \ Z , m IIII IIII �' 3,200 SF 3,200 SF a � 3,200 SF 3,200 SF W _ _ / /" a� � \ \� �,; \ � ,,O � �1°�1�/ �3`\\ \ � O w = 3 III 100' Z � v 31 v 19 v \ \ \/e° ��(. 11 1 \ / \ \ co � °IIII I I LU 100' 100' 100 100' Q 3,895 SF 3,89�Sr �' \; \ \ I I /" \��\ _ o _ Z �Q- �5 13' �� r Qi N CV N N N N W' \ IIo dal III 21 co 20 co 6 co . a M 20 M 6 co.. = \ \ \ GG BCR=20.00' 1 I o. 4,100 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF Q 95' �,�, - g0 1 1 �' �" 0� �\\,\ w 7,03Y SF Q 100, 100, p _ 100, 100, �'_ - - - z N / \ \ \ �� \ \ �' 60 I IIII 100, N _ G6 z 30 20 W w 23 1 8' N y o 7,1so sF\\ W co 19 � 7 M M 19 cli M 7 M �'N 3,895 SF 3,895 SF p �,� \ \ e 4 268�FI L=51.07',R=472.00' cs \ III 2 d 3,200 SF 3,200 SF / Q 3,200 SF 3,200 SF yv ��O�g \% 0\ \ jOp, �■ 59 III IIII 4,10o SF 100' 100' y 100' 100' 95' 95' vj' `G�oJQ` BLO'K 6 J \ \ / 8,410 SF 60 �I II I H� - - N Q a _ 24 ' 1 OO' y N N / N N CV CV / / 229,123 SF \O� Q' \ fl ° 1 o Iw co 18 M 8 M° M 18 M 8 M 29 21 / \ o� \`` '. jo 6 = a V 3,200 SF 3, 0 SF 3,200 SF 3,200 SF 3,895 SF I 3,89 `� A ✓ T - - O IIII II - - � \\� � �' � / I11I III 4,100SF : M 23 100' M / 100' M. . M 17 100 co 19 M ' 95' I 95' \\ /��\ O r 4,100 SF 3,C\j EN 1 SF 3,200 SF 3,00 SF 3,200 SF - - III 100' 28 / 22 3,895 SF 3,895 SF ! 26 l 100, �0 100, 38.00' 100 100' 38.00' 1 38.00' O // • 41.00 24 \� 44.00 / �y 4,100 SF / / \ \ / /// / • 4,000 SF 33.00' co 16 M 10 M 27.00' M 16 M 10 co ' 27.00' 95' / 95' 27.00' Q.�� r�o / 7,6975 �L- 40.50' 3,200 SF 3,200 SF 3,200 SF 3,200 SF 4�' ,� 0 27 1q j .° / /° // III. 100, 100, 100, 100, 100, 27 23 -- gOG 4,100 SF °� / ro \ � � -- EXISTING 1&WIDE �., N �, �, �, N 3,895 SF 3,895 SF rpm /•° / 1 / / °/%// O° 25 M co 15 M 11 M . M 15 co 11 M R5147110324 1 BLOCK 1 / 0 UTILITIES,IRRIGATION, 3 200 SF 3 200 SF 3 200 SF 3,200 SF -_ / ♦ O 3,800 SF � � � � 95' 95' -�, GEMINI LLLP /,�' 28 p'��° Q 56 �� ` �°0• ro� �// ♦ AND DRAINAGE ESMT. \ 100, 100, 100, 100, BLOCK 5 ; 1979 N LOCUST GROVE RD 4,100 SF /, �, �O O 7,700 SF -`L1 /%// °q'' / 100' BLOCK 3 BLOCK 4 : CO/ �, � 0 `O / ANAL III � v 12 v 26 v 24 MERIDIAN,ID 83646 III II �.w /14 M 12 co M 14 M co: 4,085 SF 4,062 SF I R-75 / 29 �,` / /' 1 /%//�i<ys ♦ / ��� �IST�� �l 26 M 3,384 SF 3,384 SF 3,400 SF 3,400 SF 11111 w 4,100 SF IIII 3,800 SF 100, 100, '� > 100, 100, �'� r% 95' 91' �o I MI BCR=20.00' 170' 13 2,775 SF BCR=20.00' BCR=20.00' 170' 13 2,775 SF BCR=20.00, BCR=20.00' 144' 25 2,554 SF 32 �� 05 p 15OW/6� II I I 100' EXISTING 15'WIDE, / 30 I /" 6�O�F // / Fps 9/O ♦ / a . 5�' POWER LINE ESMT. / 4,100 SF o o - - - o o /g. IIIIII II��' \ M 27 co - - E. 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