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CC - Preliminary Plat_Preakness_4_17_17 ffill BASIS OF BEARING S89'57'57"E 1320.16' -_.._ .__.,:__.. s �, 24 W 1/16 _-- W. VICTORY ROAD 1/4 24 - - - - -- - - - - -- - -- - -- - - - - - - -o-- - - - N—�p— 7. Row 4/ -o" Row 25 300.00, j �/0 25 7.-p.. 33'-0" 7'-0" EP J QEP EP EP EP EP EP EP J N-EP 01 2691 - O ' O C g_p" 1s'-s" 1s'-s" s'-o" I ------------� � �_�P----------�--- 8»PVC(N)INV=2689.16 - eP- T ------� --------- ---� ---- --` --°P----- ---- I m IN 15"CMP SLEEVE m 14'-6" 14'-6" I -- -- -- -- -°� -- -- -- -- -12"PVC - � S89'ST57"E 300.00' . .- INv=2686.7s _. ... , _, :.; VICTORY C W VICTORY RED: I I ------ __..._ _6900 sf —� IL rv�. nv �oai.ai - SLOPE 2.00% II r IR IR IR IR IR IR IR IR �R I LA p 75' 75' 75' _77 75' A 2085 14"-6" MINUS PIT RUN I CON CRETE 4"-3/4" MINUS STANDARD VERTICAL CONCRETE CRUSHED GRAVEL CURB & GUTTER (TYP.) 1 SIDEWALK AS PER PLANS SIDEWALK (TYP.) 2 1/2' ASPHALT (TYP.) , PAVEMENT - 4" - 3/4' MINUS CRUSHED p / BLOCK 1 p BLOCK GRAVEL (COMPACTION REQUIRED) I 2692 `000 18 47' RIGHT-OF-WAY S. COBBLE PLACE i I - 1 2 3 N 24 JUL I CT:. °�, NOT TO SCALE 8638 sf cn 8637 sf 8636 sf 8634 sf _ O > W p PROJECT AREA CL 2693 RIM=2692.28 ROW I ROW �(E)IN V=2682.98 , 48'-0' , � w i ��$��, 75' w 75' 75 w 75 ' " - ---- - --_-- g'_p^ 17'-0" 17'-0,. S,-p•• I ww w—ww—ww w—ww ww www—ww w w i - - 895 -_I 15-D" 15-D" I IO�D— — S �26 Qi1 `_��g� 3 ..SS ••$$�-- � � _-- r SS W. CONTENDER ST. W. CONTENDER ST. BLUE DOWNS... SLOPE 2.00% I _.._.- . . _. --._—_. -- Imo: :.; >.:.` 1} W p— — "SG - ? sD __---- I i VLT 14"-6" MINUS PIT RUN - - ------ ----- ------ ---- ---- - 8 � Co. ----- 4"-3/4" MINUS STANDARD VERTICAL CONCRETE I C VICINITY MAP CONCRETE a SIDEWALK CRUSHED GRAVEL ASRPER PLANSR (TYP.) SIDEWALK 2695 2 1/2" ASPHALT (TYP.) (TYP.) PAVEMENT 4" - 3/4" MINUS CRUSHED -I 1 1 3 O GRAVEL (COMPACTION I J 9288 sf _ % Ln 9287 sf W REQUIRED) L � —! 7-7 U'� i' Ui 48' RIGHT-OF-WAY W. CONTENDER ST. L I 3 �_ Cli NOT TO SCALE i N I 6� PROPERTY OWNER R-4 ZONINING (MINIMUM) SITE BENCHMARK I 126' �' 126' KEVIN AND NORMA PETTY MINIMUM LOT SIZE: 8000 SF TBM#1 \ - 1155 W. VICTORY ROAD MINIMUM STREET FRONTAGE: 60' CHISELED 'X' IN BACK OF SIDEWALK LEGEND MERIDIAN, ID 83642 FRONT SETBACK (GARAGE): 20' ELEV(NAVD88)=2548.88' 6 I W FRONT SETBACK (LIVING AREA): 15' I� �� 2 ` N 3 2O PROPERTY ADDRESS REAR SETBACK: 15' NOTES: SIDE YARD SETBACK: 5 0 CALCULATED POINT 4 ZI 8222 sf cn 8222 sf U, p 1. LOT 5 OF BLOCK 1, IS OPEN SPACE LOTS TO BE OWNED AND �I p I cn I — 1155 W. VICTORY ROAD 0 FOUND 1/2" IRON PIN �Cj \ 12 N MERIDIAN, IDAHO 83642 DEVELOPMENT FEATURES MAINTAINED BY THE HOMEOWNERS ASSOCIATION. Q FOUND 5/8" IRON PIN 0. OIL �69 I Q 3 N ,�yo V ACREAGE: a �?I 1 J TOTAL PARCEL= 4.75 ACRES or 206,700 s.f. 2• PROPOSED STORM DRAIN SYSTEM WITH SEEPAGE BED. ® BENCH MARK I 126' �- 126' m MATT SCHULTZ TOTAL LOTS= 18 rn i Lu 3 OD C/O SCHULTZ DEVELOPMENT LLC BUILDABLE LOTS= 16 OD 'J U PO BOX 1115 DWELLING UNITS PER LOT= 1 -- -- -- - --- PROPERTY BOUNDARY LINE oI BLO K_2 13 p0 MERIDIAN, IDAHO 83680 DWELLING UNITS TOTAL= 16 - - - SECTION LINE OI 3 \ o, i U 4P 208-880-1695 GROSS DENSITY=3.37 DU/AC rn 2691 —� rn BLOCK 2 O schultzdevelopment®yahoo.com NET DENSITY=4.29 DU/AC cn 8222 sf L4 3 MINIMUM BLDG LOT AREA= 8,103 s.f. RIGHT-OF-WAY LINE - 11 N w ENGINEER AVERAGE BLDG LOT AREA= 10,151 s.f. \10 207 sf cn TOTAL OPEN SPACE- 0.16 acres SF=3.33% — - - - - - — CENTERLINE \ I ` 3 269 MATT DERR QUALIFIED OPEN SPACE - NA 5 BRECKON LAND DESIGN ZONING: ---------------------------- EASEMENT LINE I 126' s9 �' �� BENCHMARK 181 EAST SOTH ST. (COUNTY) ELEV=2697.32 GARDEN CITY, IDAHO 83714 EXISTING=RUT COUNTY x x x x FENCE 208-376-5153 PROPOSED=RESIDENTIAL R-4 mderr®breckonld.com SEWAGE DISPOSAL- MERIDIAN CITY SEWER I SFO sG�G j Va� (EXISTING MAIN AT W. CONTENDER ST.) c� ® WATER VALVE W y SURVEYOR cc o ® WATER MANHOLE I� 81 4 sf �� 0 x W x GREGORY G. CARTER WATER SUPPLY- MERIDIAN CITY WATER (EXISTING ° N 7729 °° tti IDAHO SURVEY GROUP WATER MAIN AT W. CONTENDER ST..) I I Sll © GAS END ;.� ;` ! A 1450 E WATERTOWER ST #130 G� 9TF �pQ �r l 2696--- _ MERIDIAN, IDAHO 83642 CITY- MERIDIAN 'pFC OF s ` 00 11 --- - 208-631-5486 �R y C P� TELEPHONE JUNCTION BOX I ' �- gcarterCa�idahosurvey.com SCHOOL DISTRICT-WEST ADA G' -�- POWER POLE UNDERGROUND �� BLOCK rJ PRESSURE IRRIGATION DISTRICT- IRRIGATION LINE, i 115' G DRAIN NEW YORK IRRIGATION DISTRICT GUY WIRE ANCHOR EXACT LOCATIONUNKNOWN. INFO. - ��•�, FIELD ® POWER TRANSFORMER PROVIDED BY _ (� AREA % 10 cn OWNER 12524 sf W �6� © POWER JUNCTION BOX AREA LIGHT EGR G ❑o MAIL BOX ® WATER SPIGOT \ EXISTING �_� 2698 HOUSE SEPTIC ®w WATER WELL I 270 3 / 6 TANK 4P i d ;..; O �+ 15149 sf 3058 Sf o /. © CABLE TV BOX 81' vLT POWER VAULT I� UQ I 69g OCO CLEAN OUT L I 17371 sf ® ' '' 2 / A JL sss sss O 8" SANITARY SEWER LINE W/ MANHOLE I i DOMESTIC WATER LINE / EXISTING O 149' WORKSHOP / OP OP OVERHEAD POWER LINE L I 'j / L 1 w / —UP UP UNDERGROUND POWER LINE / 10125 sf 21,00 9 p( REVISIONS BY DATE IR IR IRRIGATION LINE 36"CONCETE IT c11 ® N0. VERTICAL I 7 GATE EGR EGR EDGE OF GRAVEL ROAD RIM=2710.00 I �> 11175 sf 2707� 5 20 80 ( °s -- — '� IDAHO 1450 E. WATERTOWER ST. 8'PVC N)INV=2707.91 f ROLLED CURB, GUTTER 2"PVC(S)INV=2705.50� - i �o "I o 10 40 12o SUITE 130 AND SIDEWALK ��oO i 2j SCALE: 1" = 40' �' + ' SURVEY MERIDIAN IDAHO 83642 tlI ei 8I tll —14s' a 8I NI 8I —81'�' IT, PH. (208) 846-8570 STREET LIGHT 70 -- -- _ -- -- -- _ -- _ ; UNDERGROUND GROUP P.C. FAX 208 884-5399 © IRRIGATION LINE, ��6 N89 57 57 W 30 .00 O S SEWER MANHOLE EXTENDS SOUTH $ ' TO CATCH BASIN AND CANAL, INFO. 10 O PROVIDED BY 11 9 PREAKNESS SUBDIVISION UTILITY WARNING OWNER IFNTucxr THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND RIDGE ESTATES EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES NO. S SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE PRELIMINARY A SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE LOCATED IN THE NE Y4 OF THE NW 4 OF SECTION 25, UNDERGROUND UTILITIES. T.3N., RAW., B.M., ADA COUNTY, IDAHO THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED DRAWN: GCARTER CHECKED: GGC SOB N0. SHEET NO. ON ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY DATE: 4/15/2017 DATE: 4/15/2017 17-062 AGREEMENT IN WRITING WITH IDAHO SURVEY GROUP, INC.