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CC - Pre-platT.4N., RAW., B.M. T3N , R.1 W., B.M. IRRIGATION BOX RIM -2590.99' 18"PVC(N)IN V=2587.01' 18"PVC(S)INV=2587.04' IRRIGATION BOX RIM -2591.03' 18"PVC(N)INV=2587.28' 12"PVC(E)IN V= 2588.78' 18"P VC(S) I N V= 2587.59' IRRIGATION BOX RIM(N)=2591.34' RIM(S)=2592.45' 18"PVC(N)INV=2587.64' 15"PVC(S)INV=2588.75' 15"P VC(N) I N V= 2587.79' IRRIGATION BOX RIM=2592.40' 24"RCP(E)INV=2588.90' 24"RCP(W)INV=2586.86' w/HEAD GATE S36 S31 S1 S6 i 1 i 1 0 N of I(D ILO I ROW I USTICK ROAD L CONCRETE T.4N., R.1E., B.M. SIDEWALK (TYP. ) T3N., R.1 E., B.M. z S89'33'40"E 0 59.33' D ai ai aI ai aI tn0 BENCH MARK U I CALCULATED POINT 0 I w I 0 PROPERTY BOUNDARY LINE z M —w— z a - - - - - - COMMON ACCESS DRIVE EASEMENT W -G � EXISTING I QI I - - - - - - - - - - - - - - - - - - - - - - - - - - - - EASEMENT LIN U z 0 z Gp -56'— d o SHOP GARAGE N o z o Q I f E. AODES�Ot ST- � o I < Ci m: W 1 gQ m 6082s.f. -- - — 8"SS w �.- 2m Z I i DP / / G z rel < "D co LLI 4301 s. f. Nm N I\ GATE /777/ �1\ \001 cn N1'27'21 "E� <0 60.05' ern, mV) / / 27' 88' 89' I \ \ 0 r- 0 I Cs3 M M wl ,R NI A i, _ (V II x I' LOT 1 N .J � 4343s. f. .d` I _N I 2� \ N I I I I I I I I I I I 1/4 S1 S6 r-, BENCHMARK CHISELED 'X' BACK OF SIDEWALK ELEV(NAVD)=2590.29' 471- 0" R I I I14'-6" 14'-6" I SLOPE 2.00% I `L 14"-6" MINUS PIT RUN 4"-3/4" MINUS STANDARD VERTICALTSIDEWALK CRETE CRUSHED GRAVEL CURB & GUTTER (TYP.) 2 1/2" ASPHALT AS PER PLANS P.) PAVEMENT 4" - 3/4" MINUS CRUS GRAVEL (COMPACTION REQUIRED) 47' RIGHT-OF-WAY W. BALDWIN ST. NOT TO SCALE UNPLATTED i —W r7 SO'26'20"W GATE SO'26'20'W S89'33'40'E 8.53' S89'33'40"E 344.99' 8.53 - 75.55'— a' � " — — —�— — _ _ _ x px x S89'33 40 E 109.73 F1rA 5 20 80 0 10 40 120 SCALE: 1 " = 40' 89' FOUND 1/2" IRON PIN 0 FOUND 5/8" IRON PIN aI ai ai aI ai aI / ai GA�� BENCH MARK O CALCULATED POINT --- -- -- --- PROPERTY BOUNDARY LINE / - - - - - - COMMON ACCESS DRIVE EASEMENT RIGHT-OF-WAY LINE EXISTING EXISTING - - - - - - - - - - - - - - - - - - - - - - - - - - - - EASEMENT LIN -56'— SHOP GARAGE LOT 6 E. AODES�Ot ST- 6082s.f. -- - — 8"SS LOT 2 DP / / •:. 4301 s. f. GATE /777/ f ern, / 27' 88' 89' \ \ IR IR X GATE I' 87> EEPAGE FIELD / LOT 1 ? £ w 39720s.f. LOT 2 4129s.f. / LOT 7 EXISTING o a� 5803s.f. 95' N 2I I r� HOUSE / �A. 25' F BLOCK 1 D I 2 eo 0 59, LOT 3 1 � 25, o 4205s.f. f G G LOT 5 85 '° 6900s.f. LOT 8 ,Lp a X 5393s. f. o.. 3s, C I \ :_.. W 134' 50' i r� BLOCK 2 W s h;Y �w �� GATE GAT �s gg, N LOT 4 W p. i 6599s.f. LOT 3 7344s.f._ LOT 9 N 4356s.f. 00 0 LOT 4 R \ R LOT 5 \ W 37' O1 4974s.f. 99' 5069s. f. a LOT 6 \W 60' N _ LOT 10 FSR 6), 4176s.f. 4356s.f. LO �poN gg' R T 7 4178s.f. �� <\\S,' W n LOT 11 8St�1` O RRR Cb� 38. 8Ss \W y av`- 2185s.f. 72' � LOT 8 .8� R 4459s.f. 44, 8'ss W �• w w ONWEILER CANAL EASEMENT2ss� ' °j LOT 9 2 ' a"ss a'ss INST#2016-061080 �s� 2\ s' 4873s.f. 27' `2�9cR\ LOT 15 R �h LOT 10 4j' , .. , 0, 21338s.f. R 4185s.f. I / 8 24 49' SILHOUETTE SUBDIVISION UTILITY WARNING THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE 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 UNDERGROUND UTILITIES. LOT 11 4479s.f. 3' � FCR \? 0 01 LON 1. T) G m d� Nn UNPLATTED �13 O r O -q-I\1-\- CONCRETE IRRIGATION CANAL i °j LOT 12 i 5733s.f. 0 LOT 13 LOT 14 LO 4575s.f. rn 4784s.f. I II � I R -31' -34'— IR 18' IR 'R IR , %26„ EGR- GATE 0��ti 0' N8538'57' EW pa'S88'0T0_4'W= 72.50' �^�— — — 67.45' — — HIGHGATE SUBDIVISION PHASE 2 12"RCP-INV=2591.36' 2"RCP-INV=2591.67' S80'27'38"W 1.31' fl THAIR POND 2980 N. MERIDIAN ROAD MERIDIAN, ID 83646 PROPERTY ADDRESS 2980 N. MERIDIAN ROAD MERIDIAN, IDAHO 83646 DEVELOPER/APPLICANT MATT SCHULTZ C/O SCHULTZ DEVELOPMENT LLC PO BOX 1115 MERIDIAN, IDAHO 83680 208-880-1695 schultzdevelopment®yahoo.com ENGINEER MATT DERR BRECKON LAND DESIGN 181 EAST 50TH ST. GARDEN CITY, IDAHO 83714 208-376-5153 mderrObreckonld.com SURVEYOR GREGORY G. CARTER IDAHO SURVEY GROUP 1450 E WATERTOWER ST #130 MERIDIAN, IDAHO 83642 208-631-5486 gcarter®idahosurvey.com R-8 ZONINING (MINIMUM) MINIMUM LOT SIZE: 4000 SF MINIMUM STREET FRONTAGE: 40' FRONT SETBACK (GARAGE): 20' FRONT SETBACK (LIVING AREA): 10' REAR SETBACK: 12' SIDE YARD SETBACK: 5' DEVELOPMENT FEATURES ACREAGE: TOTAL PARCEL= 4.82 ACRES or 209,959 s.f. TOTAL LOTS= 26 BUILDABLE LOTS= 21 DWELLING UNITS PER LOT= 1 DWELLING UNITS TOTAL= 21 GROSS DENSITY=4.35 DU/AC GROSS DENSITY=4.96 DU/AC (EXCLUDING EXISTING HOUSE LOT) NET DENSITY=6.47 DU/AC MINIMUM BLDG LOT AREA= 4,129 s.f. MAXIMUM BLDG LOT AREA= 39,179 s.f. (EXISTING HOUSE LOT) AVERAGE BLDG LOT AREA= 6,731 s.f. AVERAGE BLDG LOT AREA=5,109 s.f. (EXCLUDING EXISTING HOUSE LOT) TOTAL OPEN SPACE- 0.74 acres SF=15.3% QUALIFIED OPEN SPACE - NA ZONING: EXISTING=RESIDENTIAL R-8 PROPOSED= RESIDENT] AL R-8 SEWAGE DISPOSAL- MERIDIAN CITY SEWER (EXISTING MAIN AT N. MERIDIAN RD..) WATER SUPPLY- MERIDIAN CITY WATER (EXISTING WATER MAIN AT N. MERIDIAN RD.) CITY- MERIDIAN SCHOOL DISTRICT -WEST ADA PRESSURE IRRIGATION DISTRICT- NAMPA-MERIDIAN IRRIGATION I ATION DISTRICT SITE BENCHMARK CHISELED 'X' IN BACK OF SIDEWALK ELEV(NAVD88)=2590.29' NOTES: LOTS 1 AND 15 OF BLOCK 2 ARE DESIGNATED AS COMMON AREA LOTS. vs o 7 729 w N, � cPFcoF 0 F RY G. G LEGEND 0 FOUND 1/2" IRON PIN 0 FOUND 5/8" IRON PIN ® FOUND SPIKE MONUMENT ® BENCH MARK O CALCULATED POINT --- -- -- --- PROPERTY BOUNDARY LINE LOT LINE - - - - - - SECTION LINE RIGHT-OF-WAY LINE - - - - CENTERLINE - - - - - - - - - - - - - - - - - - - - - - - - - - - - EASEMENT LIN a"SS SD x x FENCE m DROP INLET ® WATER VALVE ® WATER METER Cg FIRE HYDRANT WATER WELL TELEPHONE JUNCTION BOX f- POWER POLE < GUY WIRE ANCHOR © POWER JUNCTION BOX TRAFFIC SIGN ❑� MAIL BOX AREA LIGHT 8"Ss n 8" SANITARY SEWER LINE W/ MANHOLE R IR EP EP STORM DRAIN LINE W/MANHOLE DOMESTIC WATER LINE GAS LINE OVERHEAD POWER LINE IRRIGATION LINE EDGE OF PAVEMENT - — BOTTOM OF DITCH EDGE OF WATER TOP OF BANK CURB & GUTTER AREA OF CONCRETE E R IR EP EP STORM DRAIN LINE W/MANHOLE DOMESTIC WATER LINE GAS LINE OVERHEAD POWER LINE IRRIGATION LINE EDGE OF PAVEMENT - — BOTTOM OF DITCH EDGE OF WATER TOP OF BANK CURB & GUTTER AREA OF CONCRETE