Loading...
HomeMy WebLinkAboutPRELIMINARY PLAT - 04-00142 - The Meadows PH1 & 2 Condominium - Final Platp BUILDINGS (4) EXISTING 4 PLEXES ® 2320 SF WING SQUARE FOOTAGE ACREAGE SPACE EACH - 9280 SF TOTAL AREA 579,959.87 13.31 LEGEND NEW 4 PLEXES A 2320 SF LIVING • PROF'OOED Y11N1oLE TOTAL IMPREVIOUS AREA 0 OW. NANNOL6 CONSTRUCTION -TYPE V-13 TOTAL LANDSCAPED AREA cue a amn w/ Kr 6.4.5 SS - - SS swm w owe NO FIRE SPRINKLER SYSTEM - sD - -SD -- !TORN DM 9EwER TOTAL SNOW STORAGE R WXnUM ONE HOUR FIRE WALLS BETWEEN t P1aPOe® FM EaMW EACH DWELLING UNIT • PrArom ""m %WN ► we RM SETBACKS REQUIRED: MDR OW. FM NMOW FRONT - 25 FT a P MT soot SIDES - 6 FT MIN OHP - -- OWENM POREM REAR - 20 FT - � W � now CONDOMINIUM PRELIMINARY PLA) PHASE 7 AND PHASE 2 AN ADDITION OF THE CITY OF REXBURG, MADISON COUNTY, IDAHO A PORTION OF THE SW 1/4 OF SECTION 25 T.6N. R.39E., B.M. yoffm ON POLK WI M AA C AN L �� -W QMMWM WM A PMT LM AND A 100 W Tr NON PRl0oL0E 000RNA U ff OU WM ALL OUT10100 WILL WE A 4 LOM ON THE EX MEW . 22O NOIR P OF M euLOM AND 2 ON TN: &I OF TN: .OE WARDING - OWNER PO BOX 2855 CEDAR CITY, UTAH 84720 CITY SANITARY SEWER CITY WATER PROPERTY ZONED MDR LISA ELLIS INST. N0. 278830 r� 0 /0 7 ml� CONSTRUCTION NOTES: 1. 1" WATER SERVICE LINE - POLY 2. SANITARY SEWER SERVICE - 4" SEWER LINE - SDR35 PVC 3. ALL CONSTRUCTION TO COMPLY WITH REXBURG CITY STANDARDS. 4. APPROACHES SHALL BE 6" THICK AND REINFORCED PER REXBURG CITY STD. 5. REINFORCE CURB AND GUTTER AT APPROACHES AS REQ'D BY REXBURG CITY STDS. I NO.1 REVISIONS I BY I DATE This document or any part thereof in detail or design concept is the property of Schloss & Associates and shall not be copied in any form without the written authorization of Schloss & Associates. Beginning at a point that is S89'48'30"W 1318.60 feet and 500 "E 101.80 feet from the West Quarter corner of Section 25, Township 6 North Range 39 East of the Boise Meridian, Madison County Idaho and running thence N89 "E 359.23 feet to the West right of way of Highway 20 which is also a point of a curve with a radius of 20101.05 feet and a chord that bears S0253'03"W 1982.77 feet and a chord that bears S02'53'03"W 1982.77 feet; thence to the left along said curve 1983.57 feet thru a central angle of 5 13 "; thence S89'47'54 "E 57.36 feet; thence N05 "E 265.26 feet; thence S89 218.02 feet; thence N0O' 19'03"W 1716.00 feet to the point of beginning, containing 13.31 acres. .. . g J n M J °$ g Z W C.� J W Z M r Z - �V 3 1 V Ln m LLI W W Q n Or (n O D Q W DRAWN: CHECKED: DRAWN DESIGNED: APPROVED: DESIGNED VI HORZ. S CALE: NAME VERT. SCALE: CHECKER APPROVED HSCALE VSCALE ( f 19 83, 7' N 0 . 2 0 J 1 c= 1983.57' c N2*53' 7' U.S. HIGHWAY 11I F�! -I Schiess & Associates ENGINEERING • PLANNING • LAND SURVEYING THE MEADOWS ._ PRELIMINARY PLAT PROJECT NO. SHEET NO. 1@11 INST. N0. 302557 U Uj Uj a 0 e W 0 o 0 n ATION I I m 1 W I J Z N o VICINITY MAP SQUARE FOOTAGE ACREAGE PERCENT OF TOTAL TOTAL AREA 579,959.87 13.31 TOTAL NEW BUILDING AREA 109,716.00 2.52 18.9X TOTAL IMPREVIOUS AREA 178,665.83 4.10 30.8X TOTAL LANDSCAPED AREA 280,874.04 6.4.5 48.5X TOTAL EXISTING BUILDING AREA 10,704.00 0.24 1.89 TOTAL SNOW STORAGE 57,995.99 1.33 10.Ox TOTAL # OF PARKING SPACES: 359 SP. INST. N0. 278830 r� 0 /0 7 ml� CONSTRUCTION NOTES: 1. 1" WATER SERVICE LINE - POLY 2. SANITARY SEWER SERVICE - 4" SEWER LINE - SDR35 PVC 3. ALL CONSTRUCTION TO COMPLY WITH REXBURG CITY STANDARDS. 4. APPROACHES SHALL BE 6" THICK AND REINFORCED PER REXBURG CITY STD. 5. REINFORCE CURB AND GUTTER AT APPROACHES AS REQ'D BY REXBURG CITY STDS. I NO.1 REVISIONS I BY I DATE This document or any part thereof in detail or design concept is the property of Schloss & Associates and shall not be copied in any form without the written authorization of Schloss & Associates. Beginning at a point that is S89'48'30"W 1318.60 feet and 500 "E 101.80 feet from the West Quarter corner of Section 25, Township 6 North Range 39 East of the Boise Meridian, Madison County Idaho and running thence N89 "E 359.23 feet to the West right of way of Highway 20 which is also a point of a curve with a radius of 20101.05 feet and a chord that bears S0253'03"W 1982.77 feet and a chord that bears S02'53'03"W 1982.77 feet; thence to the left along said curve 1983.57 feet thru a central angle of 5 13 "; thence S89'47'54 "E 57.36 feet; thence N05 "E 265.26 feet; thence S89 218.02 feet; thence N0O' 19'03"W 1716.00 feet to the point of beginning, containing 13.31 acres. .. . g J n M J °$ g Z W C.� J W Z M r Z - �V 3 1 V Ln m LLI W W Q n Or (n O D Q W DRAWN: CHECKED: DRAWN DESIGNED: APPROVED: DESIGNED VI HORZ. S CALE: NAME VERT. SCALE: CHECKER APPROVED HSCALE VSCALE ( f 19 83, 7' N 0 . 2 0 J 1 c= 1983.57' c N2*53' 7' U.S. HIGHWAY 11I F�! -I Schiess & Associates ENGINEERING • PLANNING • LAND SURVEYING THE MEADOWS ._ PRELIMINARY PLAT PROJECT NO. SHEET NO. 1@11 INST. N0. 302557 U Uj Uj a 0 e W 0 o 0 n ATION I I m 1 W I J Z N o VICINITY MAP BUILDINGS 44 TOTAL BUILDINGS (4) EXISTING 4 PLEXE5 tv 2320 5F LIVING SPACE EACH = 9280 SF (40) NEW 4 PLEXES im 2320 SF LIVING SPACE EACH = 'B2800 SF CONSTRUCTION - TYPE V -B NO FIRE SPRINKLER SYSTEM ONE HOUR FIRE WALLS BETWEEN EACH DWELLING UNIT SETBACKS REQUIRED: MDR FRONT - 25 FT SIDES - 6 FT MIN REAR - 20 FT &4 F w �r n —50 &r- TYPICAL BUILDING u LEGEND �''.Ll:'`?P OF NAT,VE : i,A�GiNCz APSEN y GAZEBO F x % "` ?ALA`" CsROUND EO„!Fr^EN' AL,L AREAS NOT '':CvERE ` B BG!'Li:'NGS S DE:v .L<S OR ROA,.:S ARE TC BE ',? —) VERED 'w "Ti aRA�S" D ) n a ) UTILITY EASEMENT 15 10 FT WIDE AND RUNS AROUND THE PERIMETER OF THE PROPERTY, TOTAL AREA : 13,98 ACRES = 608 SF ASPHALT t BUILDINGS = 188800 SF = 310 LANDSCAPING = 420169 SF = 6 WATER RETEN51ON - REQUIRED PARKING 44 HOUSING UNITS (4 FAMILIES EACH) _ 352 PARKING SPACES REQ'D 334 - 9' x 18' PARKING SPACES PROVIDED TOTAL PROVIDED = 314 SPACES = 62028 SF PHASE 1 PARKING = 100 SPACES HANDICAPPED REQ'D = 4 SPACES PHASE 2 PARKING = 45 SPACES z HANDICAPPED REQ'D = 2 SPACES 0 s= PHASE 3 PARKING = 66 SPACES HANDICAPPED REQ'D = 3 SPACES - O PHASE 4 PARKING = 123 SPACES 0 O HANDICAPPED REQ'D = 5 SPACES SNOW STORAGE = 22124 5F, 6203 SF OR 10. REQ'D CONSTRUCTION NOTES: 1, 1" WATER SERVICE LINE - POLY 2, SANITARY SEWER SERVICE - 4" SEWER LINE - 6DR35 PVC 3. ALL CONSTRUCTION TO COMPLY WITH REXBURG CITY STANDARDS. 4, APPROACHES SHALL BE 6" THICK AND REINFORCED PER REXBURG CITY STD, 5, REINFORCE CURB AND GUTTER AT APPROACHES AS REQ'D BY REXBURG CITY STDS, A A C) m n A D D n m 0120' RbW EACH SIDE OF CENTEf2LINE) LEGAL DESCR COMMENCING AT THE NORTWEST CORNER OF THE 5 1/2 NEI /4 5W 1/4 OF SECTION 25, TOWNSHIP 6 NORTH, RANGE 39 EAST, OF THE BOISE MERIDIAN, MADISON COUNTY, IDAHO; AND RUNNING THENCE SOUTH 1116 FEET; THENCE N 89 41 53 E 218,02': THENCE 5 05 30 04 W 265.31 FEET TO THE SOUTH SECTION LINE OF SAID SECTION 25; THENCE EAST ALONG SAID SECTION LINE TO THE WEST RIGHT OF WAY OF STATE HIGHWAY 20; THENCE NORTHEASTERLY ALONG SAID HIGHWAY RIGHT -OF -WAY TO THE NORTH LINE OF THE 5 1/2 NE 1/4 SW 1/4 CORNER; THENCE WEST 360 FEET TO THE POINT OF BEGINNING, 13,58 ACRES UTILITY EASEMENTS A ' m� S 0 0 0'0" W 1 i 16.00' SCALE: 1" = SO PHASE 4 A o= D D (n m m in eerz ONUU, STORAGE ;u I BERM Ln m r p m C1 r m CENTERLINr. STATE HIGHWAY 20 THE ME OWS FRELIMIN RY SITE PL N THIS DRALlINr-z 16 FOR THIS LOCATION AND CUSTOMER ONLY AND IS NOT TO BE REUSED IN ANY MANNER WITPOUT Ti-IE WRITTEN CONSENT OF DESIGN INTELLIGENCE LLC. 0 O N U z > Q Lu N Od .^^ VJ n r � Q q U ^� r CA CA m co O co O 4 ld m 0 � � Q N � ul Z Q Aa O U 2 © O az d� N 3 O D d uj ul i-- z PHASE 1 rn m 7 PHASE 2 PHASE 3 � a LEG END v CLUMP OF NATIVE QUAKING APSEN GAZEBO 0 FIRE PIT C� g q PLAY GROUND EQUIPMENT 64 FT 2380 SF TYPICAL BUILDING ALL AREAS NOT COVERED BY BUILDINGS, SIDEWALKS OR ROADS ARE TO BE COVERED WITH GRASS, SCALE: 1" = 80' v O 0 N �i N V � Q z w Q } Q a Q �yl w r p Q Q U- Q COMBINATION ROCK AND OR VINYL FENCING ALONG THIS BOUNDARY PHASE i A PHASE 2 PHASE 3 PHASE 4 S O °O'O" W lilro'00' z LIP m �� i i� L _.I W A • !-7 I W 4Z awr, rl =�I. .a { • I W! n�li �Ialm • • W l W • 1 4 A N � U f BASKETBALL ® ! COURT w _ I WI W A � A �•A R O m h � V m m � 0 HERM COMBINATION ROCK AND OR VINYL FENCING ALONG THIS 50UNDARY CENTERLINE STATE HIGHWAY 20 ROW E7.tiCH 91DEOP GENTERk.INEJ -- - THE ME DOWS PRELIMIN RY L N 8 PE PLAN THIS DRAWING iS FOR THIS LOCATION AND CUSTOMER ONLY AND IS NOT TO BE REUSED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF DESIGN INTELLIGENCE.LLC, 0 !� T Q� v O 0 ti �O � Q � V O U O �o Q r � • r fl i LEG END v CLUMP OF NATIVE QUAKING APSEN GAZEBO 0 FIRE PIT C� g q PLAY GROUND EQUIPMENT 64 FT 2380 SF TYPICAL BUILDING ALL AREAS NOT COVERED BY BUILDINGS, SIDEWALKS OR ROADS ARE TO BE COVERED WITH GRASS, SCALE: 1" = 80' v O 0 N �i N V � Q z w Q } Q a Q �yl w r p Q Q U- Q COMBINATION ROCK AND OR VINYL FENCING ALONG THIS BOUNDARY PHASE i A PHASE 2 PHASE 3 PHASE 4 S O °O'O" W lilro'00' z LIP m �� i i� L _.I W A • !-7 I W 4Z awr, rl =�I. .a { • I W! n�li �Ialm • • W l W • 1 4 A N � U f BASKETBALL ® ! COURT w _ I WI W A � A �•A R O m h � V m m � 0 HERM COMBINATION ROCK AND OR VINYL FENCING ALONG THIS 50UNDARY CENTERLINE STATE HIGHWAY 20 ROW E7.tiCH 91DEOP GENTERk.INEJ -- - THE ME DOWS PRELIMIN RY L N 8 PE PLAN THIS DRAWING iS FOR THIS LOCATION AND CUSTOMER ONLY AND IS NOT TO BE REUSED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF DESIGN INTELLIGENCE.LLC, 0 !� T Q� v O 0 ti �O � Q � V O U O �o Q r � • r fl i