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PZ - PlatT.4N., R.1 W., B.M. T3N., RAW., B.M. IRRIGATION BOX RIM -2590.99' 18"P VC(N) I N V= 2587.01 ' 18"P VC(S)I N V= 2587.04' IRRIGATION BOX RIM -2591.03' 18"PVC(N)INV=2587.28' 12"PVC(E)I N V=2588.78' 18"P VC(S)IN V=2587.59' IRRIGATION BOX RIM(N)=2591.34' RIM(S)=2592.45' 18"PVC(N)IN V=2587.64' 15"P VC(S) I N V= 2588.75' 15"P VC(N )INV= 2587.79' IRRIGATION BOX RIM=2592.40' 24"RCP(E)IN V=2588.90' 24"RCP(W)INV=2586.86' w/HEAD GATE S36 S31 S1 S6 I I I I 0 N ICD ILO I I I I r� 00 00 Ir I I I I I 1/4 S1 S6 THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED ON ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY AGREEMENT IN WRITING WITH IDAHO SURVEY GROUP, INC. —,o• _.,.Y . _'. - . _ " 7 1 to — ROW I 5'— T. 4N., '- USTICK ROAD CONCRETE T.4N., RAE., B.M. SIDEWALK (TYP. ) T3N., RAE., B.M. BENCHMARK CHISELED 'X' BACK OF SIDEWALK ELEV(NAVD)=2590.29' 47I-0" ROW 33'-0" 7.-0,. I 16'-6" 16'-6" 5'—D" I I14'-6" I SLOPE 2.00% I rL 14"-6" MINUS PIT RUN 4"-3/4" M7INUS STANDARD VERTICALTSIDEWALK CRETE CRUSHED GRAVEL CURB & GUTTER (TYP.) 2 1/2" ASPHALT AS PER PLANS P.) PAVEMENT 4" — 3/4" MINUS CRUSH GRAVEL (COMPACTION REQUIRED) 47' RIGHT-OF-WAY W. BALDWIN ST. NOT TO SCALE UNPLATTED 50'26'20"W GATE SO.26120"W _ _ S89'3_3'40"E 8.53' x'33'40"E 344 99' 8 53' — 75 55'— a' JL 5 20 80 0 10 40 120 SCALE: 1 " = 40' --__- -- - -_S89 33 40 E 10_9.73 89, a al al al aI al aI x x a' GAEL aI aI r - COMMON ACCESS DRIVE EASEMENT EXISTING EXISTING ;� x w — w — il " -56'— SHOP GARAGE / LOT 6LO `�— BA�,PWIN ST w 6082s.f. M x a"SS LOT 2 oP / 4301 s. f. GATE \ \ 27' 88' I.J.II IR 89' IR ' IR \ 4 x GATE 1 q_! 87 EEPAGE FIELD I� LOT 1 / LOT 2 39720s.f. :T Zl;a 4129s.f. LOT 7 N EXISTING o o� 5803s.f. cool HOUSE A x 95' / 25 �i I 2 90 x BLOCK 1 0 59, I I N vi I• LOT 1 LOT 3 I 2 0 00 5 W 4343s.f. � j 4205s.f. N , , f � / ,� Cv G G $ LOT 5 tip` •� l x 85'p 6900s.f. LOT 8 x N 01 c�' ° o.. v' I 5393s.f. �) \ 1 S w 134' 50' I , BLOCK 2 ss\w �� GATE GA �s '- � \ 99' I\ R iv LOT 4 N N gyp. 6599s.f. ��• 8s\ >>' ca LOT 3 UNPLATTED OD x \ 7344s.f.�_ LOT 9 =�13 N It 4356s.f. `t \ p 0 N o LOT 4 n R \ q LOT 5 \ 37" °' 4974s.f. 99' C I Or 5069s. f. • � y \ R C� Q�' a N �s92 FSR \ LOT 6 fi\� LOT�h s, 10 4176s.f. 4356s.f. . w d CONCRETE IRRIGATION CANAL 34. LOT 7 2�" . s Sr \ w 99' \� NSA• 4178s.f. 7. \ w R3� \ LOT 11 I II s'ss \ ��= 2185s.f. N \ LOT 8 4459s.f. B"SS _ - ONWEILER CANAL EASEMENT X59, R �' LOT 9 ?�" s"SS s ss INST#2016-061080 4873s.f. 1 LOT .fLOT 10 4j 21338s, 8' 24' \ok . R 4185s.f. I 49, �� • \FSR R LOT 11 4479 s. f. LOT 12 �4" R 5733s.f. o LOT 13 4575s.f. c 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. 3' � FSR 49' a \? 0 LOT 14 rnI 4784s.f. � u IR -31' x —34'— IR '18' IR —51'— IR F _x_ x�—x ECR_ GATE — F9 dN85 38'5_7"W—EW 588'070_4"W 67.45' — — HIGHGATE SUBDIVISION PHASE 2 12"RCP-INV=2591.36' 2"RCP-INV=2591.67' S80'27'38"W 1.31' PROPERTY OWNER 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 mderr@breckonId.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 DISTRICT SITE BENCHMARK CHISELED 'X' IN BACK OF SIDEWALK E LE V(N A VD 88)= 2590.29' NOTES: LOTS 1 AND 15 OF BLOCK 2 ARE DESIGNATED AS COMMON AREA LOTS. vs ��5 v NSFO GAG C) 7729 G,P�COTF O RY G. C LEGEND I zo S89'33'4( FOUND 1/2" IRON PIN 0 0 59.33' FOUND 5/8" IRON PIN D ® N0. z ® 0 I BENCH MARK K � I w 0 4 ` r � CALCULATED POINT �z PH. (208) 846-8570 .et PROPERTY BOUNDARY LINE z .. w —G PRELIMINARY PLAT LOCATED Q I I v SECTION LINE 0 z o z 00 - - - CHECKED: GGC � � SHEET NO. RIGHT-OF-WAY LINE N 0 0 Q I DATE: 8/2/2017 -- o I - - — CENTERLINE Q=W I OQ m m EE x x x �m Z I FENCE I z �00 " w m N I� LL 0�I w N1'27'21 "E- b/ 60.05' mom R e WATER WELL ) 'Ln I I I I r� 00 00 Ir I I I I I 1/4 S1 S6 THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED ON ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY AGREEMENT IN WRITING WITH IDAHO SURVEY GROUP, INC. —,o• _.,.Y . _'. - . _ " 7 1 to — ROW I 5'— T. 4N., '- USTICK ROAD CONCRETE T.4N., RAE., B.M. SIDEWALK (TYP. ) T3N., RAE., B.M. BENCHMARK CHISELED 'X' BACK OF SIDEWALK ELEV(NAVD)=2590.29' 47I-0" ROW 33'-0" 7.-0,. I 16'-6" 16'-6" 5'—D" I I14'-6" I SLOPE 2.00% I rL 14"-6" MINUS PIT RUN 4"-3/4" M7INUS STANDARD VERTICALTSIDEWALK CRETE CRUSHED GRAVEL CURB & GUTTER (TYP.) 2 1/2" ASPHALT AS PER PLANS P.) PAVEMENT 4" — 3/4" MINUS CRUSH GRAVEL (COMPACTION REQUIRED) 47' RIGHT-OF-WAY W. BALDWIN ST. NOT TO SCALE UNPLATTED 50'26'20"W GATE SO.26120"W _ _ S89'3_3'40"E 8.53' x'33'40"E 344 99' 8 53' — 75 55'— a' JL 5 20 80 0 10 40 120 SCALE: 1 " = 40' --__- -- - -_S89 33 40 E 10_9.73 89, a al al al aI al aI x x a' GAEL aI aI r - COMMON ACCESS DRIVE EASEMENT EXISTING EXISTING ;� x w — w — il " -56'— SHOP GARAGE / LOT 6LO `�— BA�,PWIN ST w 6082s.f. M x a"SS LOT 2 oP / 4301 s. f. GATE \ \ 27' 88' I.J.II IR 89' IR ' IR \ 4 x GATE 1 q_! 87 EEPAGE FIELD I� LOT 1 / LOT 2 39720s.f. :T Zl;a 4129s.f. LOT 7 N EXISTING o o� 5803s.f. cool HOUSE A x 95' / 25 �i I 2 90 x BLOCK 1 0 59, I I N vi I• LOT 1 LOT 3 I 2 0 00 5 W 4343s.f. � j 4205s.f. N , , f � / ,� Cv G G $ LOT 5 tip` •� l x 85'p 6900s.f. LOT 8 x N 01 c�' ° o.. v' I 5393s.f. �) \ 1 S w 134' 50' I , BLOCK 2 ss\w �� GATE GA �s '- � \ 99' I\ R iv LOT 4 N N gyp. 6599s.f. ��• 8s\ >>' ca LOT 3 UNPLATTED OD x \ 7344s.f.�_ LOT 9 =�13 N It 4356s.f. `t \ p 0 N o LOT 4 n R \ q LOT 5 \ 37" °' 4974s.f. 99' C I Or 5069s. f. • � y \ R C� Q�' a N �s92 FSR \ LOT 6 fi\� LOT�h s, 10 4176s.f. 4356s.f. . w d CONCRETE IRRIGATION CANAL 34. LOT 7 2�" . s Sr \ w 99' \� NSA• 4178s.f. 7. \ w R3� \ LOT 11 I II s'ss \ ��= 2185s.f. N \ LOT 8 4459s.f. B"SS _ - ONWEILER CANAL EASEMENT X59, R �' LOT 9 ?�" s"SS s ss INST#2016-061080 4873s.f. 1 LOT .fLOT 10 4j 21338s, 8' 24' \ok . R 4185s.f. I 49, �� • \FSR R LOT 11 4479 s. f. LOT 12 �4" R 5733s.f. o LOT 13 4575s.f. c 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. 3' � FSR 49' a \? 0 LOT 14 rnI 4784s.f. � u IR -31' x —34'— IR '18' IR —51'— IR F _x_ x�—x ECR_ GATE — F9 dN85 38'5_7"W—EW 588'070_4"W 67.45' — — HIGHGATE SUBDIVISION PHASE 2 12"RCP-INV=2591.36' 2"RCP-INV=2591.67' S80'27'38"W 1.31' PROPERTY OWNER 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 mderr@breckonId.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 DISTRICT SITE BENCHMARK CHISELED 'X' IN BACK OF SIDEWALK E LE V(N A VD 88)= 2590.29' NOTES: LOTS 1 AND 15 OF BLOCK 2 ARE DESIGNATED AS COMMON AREA LOTS. vs ��5 v NSFO GAG C) 7729 G,P�COTF O RY G. C LEGEND 0 FOUND 1/2" IRON PIN 0 FOUND 5/8" IRON PIN ® N0. FOUND SPIKE MONUMENT ® BENCH MARK K SUITE 130 4 ` r � CALCULATED POINT �5 PH. (208) 846-8570 .et PROPERTY BOUNDARY LINE �j'6� rllr rG . LOT LINE PRELIMINARY PLAT LOCATED IN THE NW Y4 OF THE NW Y4 OF SECTION 6, - - - SECTION LINE DRAWN: - - - CHECKED: GGC JOB N0. SHEET NO. RIGHT-OF-WAY LINE 8/2/2017 DATE: 8/2/2017 -- - - - - — CENTERLINE ---------- -------------- EASEMENT LINE x x x x FENCE m DROP INLET ® WATER VALVE ® WATER METER Cg FIRE HYDRANT WATER WELL D TELEPHONE JUNCTION BOX -� POWER POLE GUY WIRE ANCHOR © POWER JUNCTION BOX TRAFFIC SIGN O MAIL BOX AREA LIGHT a"ss(E) 8" SANITARY SEWER LINE W/ MANHOLE s"ss _SD so �O} STORM DRAIN LINE W/MANHOLE " w DOMESTIC WATER LINE c G GAS LINE OP OVERHEAD POWER LINE oP .R IR IRRIGATION LINE EDGE OF PAVEMENT EP EP - — — — — — — - BOTTOM OF DITCH EW Ew EDGE OF WATER roe TOP OF BANK roe CURB & GUTTER AREA OF CONCRETE N0. REVISIONS BY DATE IDAHO 1450 E. WATERTOWER ST. K SUITE 130 4 ` r � SURVEY MERIDIAN, IDAHO 83642 �5 PH. (208) 846-8570 .et GROUP P. C. FAX (208) 884-5399 �j'6� rllr rG . POND SUBDIVISION PRELIMINARY PLAT LOCATED IN THE NW Y4 OF THE NW Y4 OF SECTION 6, T.3N., R.1 E., B.M., ADA COUNTY, IDAHO DRAWN: GCARTER CHECKED: GGC JOB N0. SHEET NO. DATE: 8/2/2017 DATE: 8/2/2017 17-062 1