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Home My WebLink AboutNEWPORT SITE PLANS - 10-00054 - 370 W 7th S - South Gate Apts 12 Plex - Phase 1..... . . . . . . z ir) Ql- I (CD- FINISHED FLOOR a-EvAnON- 4861.50 FiNISHED FLOOR ELEvAnON 4862.75 EX�SZTIMG SS WNHOLE J-10 R14 Ems- 4661,10 INV N ELE'sl= 485-COO 4854,00-1 C5 0 0 L r SS MANHOLE #9 RIM ELEV= 4-a59.03 INV N ELEV= 4855.28 INV E ELEV — 4855.38 SS MANHOLE #8 RIM EL=4861.18 INV S EL=4856.:02 INV W EL=4855.92 D E'c lK !3 z v Con 0 42 56 FACE EO 21.6 tv FINISHED FLOOR ELEVA11O 0 7 4 m N--9 INN 0 -.5i 4861 5111111111 F� WIN NUMBER OF UNITS ............... -- ........ 216 SCALE 1m=350' STANDARD PARKING ...........................365 COMPACT PARKING .............................. 58 HANDICAPPED PARKING .........................9 TOTAL PARKING ...... ...........................4 - 161(r I 1 1 114" fE 6f N 240 .57 436VO-3- 1 SAY 4 51 4TH WEST ww mcr 14.71 F 43.5' 1 FACE EO f 1.06 �4 2Z(r N 782573.77 7922,44-37 N 782373.47 1F IF 39.83 R(W =I 0 r 13 N-4 E 754406M 754263.65 C) F- L-li N 782348.66 N 782498.M 41.T < 41W 9.01 I -- I N 182-553.37 I AlAng 754264.81 4D9.66 �751,264.55 FACE T 3 FACE q 7326 E 754250 99 1 15% - N 782177.01 E 754277.1 N 782 .94 E 754281.63 0 FINISHED 0 FINISHED N Z82257M E 754281.55 FLOOR FLOOR 137 (Y 23Z ELEVATION 6-EVA110N 0 4861.50 4861.00 N 711210.48 E 754338.50 0 ❑ ❑ ❑ 114AY 754339.06 754343.58 Ln /E 75W4.3 1.50 FINISHED -0 FLOOR E 754351.58 N 78239211 E 754,356.02 N 782552.88 754385.57 - ----------- 0 ELEVATION 44362.75 E 754355.98 25.oc 43,Cr &90 1 - 145.(r -IN 782349-21 ri N 782396,69 N 782553.14 75s 161(r I 1 1 114" fE 6f N 240 .57 436VO-3- 1 SAY 4 51 N 782601.14 E 754405.58 N 782605.62 14.71 F 24011-14 IZE 7544C 1.06 �4 N 782373.47 44 N 782! 39.83 =I 0 13 N-4 E 754406M 31. 0' C) F- L-li ,a N 782498.M 41.T < 9.01 I -- I N 182-553.37 I AlAng An RhM 0 0 zfi kk '0 0 150" 11 Wr F.- 61.cr IBM 1 SCALE 1"=30' lN7R')A2nAA PARKING STATUS.- NUMBER OF UNITS ............................ 216 STANDARD PARKING ..........................365 COMPACT PARKING .................... ......... 58 HANDICAPPED PARKING ......................... 9 TOTAL PARKING ................................. 432 N 782957.60 7829 3.612 14 M29R.0 a 1 7.08 4.08 J7, N N rLL 7.11 F 544-G4.09 E 754521.613 --Hl 5. OY' E 754534.13 Ma le rx;. I -'82993.78 E 754404.29 N 782904.t... E 7545-35.29 11.11 N 7 1 21 = E 3 '74 6 N 782858.56 kN *4.04 17.(r MW '-"*14.5 27497-3,6 I jr mm�ESW Ail,; 7 5 M 1616 62 E 754631.25 N 782792.93 E 75463R�.l 3 N 78 70 /E 75456i9.51 N 782701.74 IBM 1 SCALE 1"=30' lN7R')A2nAA PARKING STATUS.- NUMBER OF UNITS ............................ 216 STANDARD PARKING ..........................365 COMPACT PARKING .................... ......... 58 HANDICAPPED PARKING ......................... 9 TOTAL PARKING ................................. 432 Al Am TYPICAL UNLESS OTHERWISE NOTED SD-709 SD — F !Irw FINISH FLOOR ELEVATION 4861.50 FINISHED FLOOR ELEVATION 4862.75 =0 SD-601 SD-613 RIM=64.35 W INV=58.67 I IN NUAP. < 4TH RETAINING WALL WEST RETAINING WALL __O_3 0 N —� SD 1 / —FA FINISHED FLOOR ELEVA11ON 4861.50 AVE Ilk k1l" i 41 SD-701 =D—D9 S —701 RF Uj in RF SD-70 t, c. SD-708 MAN A Kr_vISI S BY D Ttris document or any part thereof in detail or DESIGNED NEWPORT CONDOMINIUMS design concept is the personal property of DATE PROJECT ENGINEE Forsgren Associates, Inc. and shall not be copied without the written authorization of REXBURG IDHAO Forsgren Associates, Inc. DATE SCALE 1 " =36,d' SR -7 1 0 i SD-7 ro-a-M-0 $ SYMBOL LEGEND ABBREVIATIONS CURB INLET 0 PROPOSED LIGHT POLE INV INVERT ELEVATION CURB & GUTTER A PROPOSED STORMLINE TBC TOP BACK OF CURB VERTICAL CURB _ PROPOSED SEWERLINE FL FLOW LINE PROPOSED MANHOLE S K-3 EXISTING SEWER LINE TOC TOP OF CONCRETE EXISTING MANHOLE xnN— PROPOSED WATERLINE RF REVERSE FLOW HEADWALL -W1vv------- EXISTING WATERLINE --____-4862.00--' ELEVATION CONTOUR 0P__ EXISTING OVERHEAD POWER 1.041--w- FLOW DIRECTION & SLOPE PROPERTY LINE -1k PROPOSED FIRE HYDRANT X ---,/ __ EXISTING BARBED WIRE FENCE EXISTING HYDRANT CHECKED-:7- DATE DRAWN DATE Kr_vISI S BY D Ttris document or any part thereof in detail or DESIGNED NEWPORT CONDOMINIUMS design concept is the personal property of DATE PROJECT ENGINEE Forsgren Associates, Inc. and shall not be copied without the written authorization of REXBURG IDHAO Forsgren Associates, Inc. DATE SCALE 1 " =36,d' SR -7 1 0 i SD-7 ro-a-M-0 U) 0 1 8 t. z Fn, D --Mg �—z I 4 V i= 8 1 6.8-0 BURG 1 m m CURB OPENING -58.00 INV F CURB INLET TBC TYPICAL U FL CURB & GUTTER "SD----4— OTHERWISE RF VERTICAL CURB 0 n 0 0 PROPOSED SEWERLINE SD -601 1 PROPOSED MANHOLE 4,'. Nr ,x EXISTING SEWER LINE EXISTING MANHOLE —xpmw-- PROPOSED WATERLINE nN', Q �61 3 EXISTING WATERLINE ---- --4862.00--' ELEVATION CONTOUR OP EXISTING OVERHEAD POWER STANDARDS FOR PUBLIC FLOW DIRECTION & SLOPE WORKS CONSTRUCTION- 2000 PROPERTY LINE A N PROPOSED FIRE HYDRANT v EXISTING BARBED WIRE FENCE Ak 4863.50 PER IDAHO STANDARDS FOR C� ❑ 0 CONSTRUCTION -2000 EDITION . . . . . . . . . . . STANDARD DRAWING SD-701 CHECKED-:- DATE SD—FA2 A- IDAHO STANDARDS FOR :CURB OPE CURB OPENING -58.00 INV F rivl irs W"k ,woi-S*Tk*M k E N INV CURB INLET TBC PROPOSED LIGHT POLE FL CURB & GUTTER "SD----4— PROPOSED STORMLINE RF VERTICAL CURB SS--)— PROPOSED SEWERLINE SD -601 1 PROPOSED MANHOLE 4,'. Nr ,x EXISTING SEWER LINE EXISTING MANHOLE —xpmw-- PROPOSED WATERLINE HEADWALL Q �61 3 EXISTING WATERLINE ---- --4862.00--' ELEVATION CONTOUR OP EXISTING OVERHEAD POWER STANDARDS FOR PUBLIC FLOW DIRECTION & SLOPE WORKS CONSTRUCTION- 2000 PROPERTY LINE EDITION STANDARD DRAWING PROPOSED FIRE HYDRANT v EXISTING BARBED WIRE FENCE Ak EXISTING HYDRANT PER IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION -2000 EDITION STANDARD DRAWING SD-701 CHECKED-:- DATE INSTALL VERTICAL CURB PER IDAHO STANDARDS FOR PUBLIC WORKS DRAWN JCC DATE rivl irs W"k ,woi-S*Tk*M k E N INV INVERT ELEVATION TBC TOP BACK OF CURB FL FLOW LINE TOC TOP OF CONCRETE RF REVERSE FLOW ej NEWPORT CONDOMINIUMS This document or any part thereof in detail or DESIGNED ElEr- design concept is the personal property of DATE PROJECT ENGINEEA Forsgren Associates, Inc. and shall not be REXBURG, IDAHO copied without the written authorization of APPROVED BEC Forsgren Associates, Inc. DATE RATIONAL METHOD ......................................................... V=CIA DESIGN STORM DETENTION ......................... 50 YR, 24 HR RAINFALL DEPTH .......................... ............................2.5 IN RUNOFF COEFFICIENT AREA, ROOF .................................................. 88,200 SF COEFFICIENT,C .................................................. 0.92 AREA, ASPHALT ............. ..............................2 a 3,900 SF COEFFICIENT,C ........ .z ............. ...........................0.90 AREA, LANDSCAPE ........................................1 18,000 SF COEFFICIENT, C ...................... ..........................0.20 COMPOSITE, C ....................... ...........................0.73 RUNOFF VOLUME .............................. ................ 67,042 CF RETENTION POND SIZE RETENTION TIME.......... .. ............... 48 HRS RELEASE RATE .............................. .......................174 GPM STORAGE REQUIRED .......................................... 34,045 CF POND SURFACE AREA (INCLUDING SWALES) ...... 7,230 SF POND DEPTH .............................. ..............................8 FT &56' TO PROPERTY LINE S, A A 4M b2i 36" STORM 'I) R All, 12" MIN. STALE (DEPTH VARIES) . ... ... NOIES.- INSTALL TRENCHING PER IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION-2000 EDITION STANDARD DRAWING SD-301 SD -601 1 INSTALL CURB INLETS PER IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION -20090 EDITION STANDARD DRAWING SD-601 Q �61 3 INSTALL STORM DRAIN MANHOLES PER IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION- 2000 EDITION STANDARD DRAWING SD-613 �-701 INSTALL CURB AND GUTTER PER IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION -2000 EDITION STANDARD DRAWING SD-701 7O 1 INSTALL VERTICAL CURB PER IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION-2000 EDITION STANDARD DRAWING SD-701A INSTALL VALLEY GUTTER PER IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION-2000 EDITION STANDARD DRAWING SD-708 INSTALL SIDEWALK PER IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION -2000 EDITION STANDARD DRAWING SD-709 71 o � INSTALL DRIVEWAY APPROACH PER IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION -2000 EDITION STANDARD DRAWING SD-710 SD-712 INSTALL PEDESTRIAN RAMP PER IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION-2000 EDITION STANDARD DRAWING SD-712A Q12- D8) INSTALL HEADWALLS PER IDAHO TRANSPORTATION DEPARTMENT STANDARD DRAWING D-8 Q �FA 1 INSTALL SCUPPER PER DETAIL SD-FA1 INSTALL CULVERT PER DETAIL SD-FA2 INSTALL SWALE PER DETAIL SD-FA3 Q �FA4 INSTALL OIL/WATER SEPARATOR, VORTECHNES MODEL ? OR EQUAL INSTALL DUPLEX SUBMERSIBLE PUMP STATION TDH FEET FLOW GPM &56' TO PROPERTY LINE S, A A 4M b2i 36" STORM 'I) R All, 12" MIN. STALE (DEPTH VARIES) . ... ... WMM PLAN CURB CUT DETAIL AT SCUPPER SD FA 1 DRAWN CHECKED=— Rr DATE DATE ;REVISIONS By I [SAT DRAWN 13Y This document or any port thereof in detail or DESIGNED design concept is the personal property of DATE PROJECT ENGINEEI Forsgren Associates, Inc. and shall not be EM of �j PP 0 copied without the written authorization of APPROVED- Forsgren Associates, Inc. --iATE MOMMUMMMUMM90— SURFACE DRAIN ROLL GUTTER SECTION 0 2 4 Scale in Feet B SECTION -q) 0 2 4 Scale in Feet 4- SECTION --(n 0 2 4 Scale in Feet PLAN BOX CULVERT DETAI SD 0 10� 4 20 FA2 Scale feet