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HomeMy WebLinkAboutMULT DOCS - 04-00064 - Tuscany Place - Site PlanF , . l l . 2004 3: 59AM S iI M• Appli Recoi Recoi Development Information Project Name: ��� "a" ' I� 1. �. 2,. 3_ 4., Property Address • �, py, ham Site plan must be drawn to scale, be legible and also be submitted electronically if possible. Adjoining streets labeled. Right -of -way location and width, curb to curb widths and sidewalk location. Building location, sq footage and dimensions, with distance to property lines„ Show existing and proposed easements., Existing utilities (waterlines, sanitary sewer lines, manholes, storm drains). Proposed utilities including tie in location to existing services and new easements., Proposed storm drain and sanitary sewer elevations (for pipe inverts at manholes and catch basins). Storm drainage plan for parking lot and roof areas, with calculations. Fire hydrants and fire suppression lines (including tie to City lines). gf_�Sprinkled I3 Not Sprinkled Parking (including parking lot, drainage arrows, dimension of lot, distance between rows, and total numbers). Landscaping (type and total area, including dimensions). Trash facilities. North Arrow Drawing to Scale, including a graphic scale (11 % x 17" paper if possible). Proposed street improvements (curb, gutter, sidewalk, pavement, etc:,) Legal description of proposed building site included. �il�hE'� Percent of lot covered by building or paving calculated. Show 10% snow storage area. Distance of entrances from street corner indicated. Current Vicinity Map. (8 %z x 11 °) at 1 " = 300' scale, showing location of the property. No.0768 P. 1 r,,r- Ste -4/8 I n 1-o'. # WrNOTE: SITE PLANS MUST BE COMPLETE AND SUBMITTED FOR REVIEW BEFORE THE PROJECT WILL BE PLACED ON THE PLANNING & ZONING AGENDA. dF iF 9F 9F df iE dF IE * # * � iE � N N iF iE 9F dF '1E 9E !E '16 JE at * * !F df if dt if 96 dF iE 9F 9E iF iE dE �lE % •!f 16 ;t K iF 9E 9f iE �F dF 9E iE jF iL i� iF iF iF �r * if dF dE dF dF 3t d6 9F !1. iG 9F iE dE iF I -Li 11 FF 0 o 1r n - 24= - -- 1 � '`TM• r'` � Yf 'sr.• s ��s a / 4-- 4 — i i i 31 CITY IMITS a y r 4 T .+ rw A / t t X11111 :NSION BASIN i }goes i t i 1 f �i <'SDAI APT. COMPLJ EX VLG.Z/VITT `/AllA7zz::7 Mountain River, Inc. CONSULTING ENGINEERS AND LAND SURVEYORS February 1'1; 2004 LEGAL DESCRIPTION FOR ERICKSON APARTMENT COMPLEX Beginning at the Northeast Corner of Block 12, Parker Addition, to the City of Rexburg, Madison County, Idaho; running thence West 185`.00 feet; thence South 330.00 feet; thence West 475.00 feet; thence South 99.00 feet; thence East 660.00 feet; thence North 429.00 feet to the POINT OF BEGINNING. 10 East Lincoln Road • Idaho Falls, Idaho 83401 Phone: (208) 524 -6175 - - - Fax: (208) 524- 6181 --- - - - - -- 6630 P.O . Box 280 c ily m 'WeX I MP 12 North Center Street Rexburg, Idaho 83440 Phone (208) 359 -3020 STATE OF IDAHO Fax (208) 359 -3022 e -mail rexburg@srv.net MEMO: TO: TO WHOM IT MAY CONCERN FROM: CHRIS HUSKINSON, FIRE INSPECTOR DATE: MARCH 2, 2004 RE: ERICKSON APARTMENTS TO WHOM IT MAY CONCERN: Upon review of the site plan drawings submitted the following items need to be addressed: 1. WATER SUPPLY: This proposed project will require a minimum of four fire hydrants capable of supplying a minimum of 3500 GPM for three hours within 350 feet of each building. If the buildings are fully sprinklered the fire flow requirement may be reduced up to 50%. Currently the drawings show two proposed fire hydrants and one existing fire hydrant. Hydrant on west end of parking lot needs to be relocated. Please address these issues as soon as possible. 2. If each building is required to be sprinklered, Buildings #3 and #4 shall meet NFPA 13, Buildings #1 and #2 shall meet NFPA 13R. 3. Radius on west parking lot too narrow, needs to be widened. South parking lot access too narrow, plans show 15 feet, minimum width shall be 20 feet. The areas adjacent to the buildings without any parking shall be marked with "No Parking, Fire Lane" in addition to having the curbs painted red and maintained. Additional plans are required to complete an accurate plan review of this project. If there are any questions please feel free to contact me. Chris Huskinson Fire Inspector Dsfch ke we_ o Amendment to City of Rexburg Planning and Zoning Ordinance 4.13 Design Standards A. Purpose. The architectural standards are intended to provide detailed, human -scale design, while affording flexibility to use a variety of building styles. B. Applicability. This section applies to all of the following types of buildings, and shall be applied during Site Plan Review described in Section 6.11: 1. Multi- family dwelling; 2. Public and institutional buildings; and 3. Neighborhood commercial and mixed use buildings. C. Standards. All buildings which are subject to this Section shall comply with all of the following standards. Other building styles and designs can be used to comply, so long as they are consistent with the text of this section. An architectural feature may be used to comply with more than one standard. 1. Building Form. The continuous horizontal distance (i.e., as measured from end -wall to end -wall) of individual buildings shall not exceed 1� feet. All buildings shall incorporate design features such as offsets, � balconies, projections, window reveals, or similar elements to preclude large expanses of uninterrupted building surfaces. Along the vertical face of a structure, such features shall occur at a minimum of every 40 feet, and on e ac h uo$ shall contain at least two of the following features: lJ Kft�s o� ln i I cl i �,r►.� ��I�A J v 2 F(o�r S � 3. a. Recess (e.g., deck, patio, courtyard, entrance or similar feature) that has a minimum depth of 4 feet; C b. Extension (e.g., floor area, deck, patio, entrance, or similar feature) that projects a minimum of 2 feet and runs ho1126ioutally Vr a 111J'.11im"ru lengtll of 4 leet; andior Offsets or breaks in roof elevation of 2 feet or greater in height. Eyes on the Street. - All building elevations visiblQ from a street right of way shall provide doors, p orche s, b alconies, and/or windows. A minimum of 60 percent of front (Te., street - facing ) elevations, and a minimum of 30 percent of side and rear building elevations, as applicable, shall meet this standard. "Percent of elevation" is measured as the horizontal plane (lineal feet) containing doors, porches, balconies, terraces and/or windows. The standard applies to each full and partial building story. Detailed Design. All buildings shall provide detailed design along all elevations (i.e., front, rear and sides). Detailed design shall be provided by using at least 3 of the following architectural features on lU b "I 71 all elevations, as appropriate for the proposed building type and style (may vary features on rear /side/£ront elevations): a/ Dormers ✓b. Gables c" Recessed entries •'d. Covered porch entries e. Cupolas or towers f. ✓ Pillars or posts ✓ g.' Eaves (min. 6 -inch projection) ✓h. Off -sets in building face or roof (minimum 16 inches) ✓i. Window trim (minimum 4- inches wide) j. Bay windows I Balconies V1. Decorative patterns on exterior finish (e.g., scales /shingles, wainscoting, ornamentation, and similar features) m. Decorative cornices and roof lines (e.g., for flat roofs) n. An alternative feature providing visual relief, similar to options a. -m. 6.9 Permits Required The language of this Section would remain the same except for the following additional language at the end ofpoint 7. 7. Applications subject to Site Plan Review described in Section 6.11 shall also include detailed drawings of all elevations (front, rear and sides) in order to demonstrate compliance with Section 4.13 of this Ordinance. c a y STATE OF IDAHO P.O. Box 280 12 North Center Street Rexburg, Idaho 83440 Phone (208) 359 -3020 Fax (208) 359 -3022 e -mail rexburg@srv.net Design Standards Checklist Applies to: 1. Multi - family dwellings 2. Public Institutional Buildings 3. Neighborhood commercial and mixed use buildings Standards: 1. -k<nd wall to end wall shall not exceed 160 feet X40' max. spacing between and must contain at least 2 of the following: a. kRecess (e.g., deck, patio, courtyard, entrance, or similar �a�ure that has a min. depth of 4 feet. b. Extension (e.g., floor area, deck, patio, entrance or similar feature that projects a min. of 2' and runs horizontally for a min. of 4 feet; and/or c. ' e Offsets or breaks in roof elevation of 2 feet or greater in height. (To include up /down, sideways, or gables out from ridge). 2. Eyes fr m the street. (Applies to all or partial story) XA11 building elevations visible from the street will have 60% of the front (measured horizontally in lineal f etl with a _Min of 30% of the side elevations. V" T f v A_J k W, � s d q ,,� And must contain at least 3 of the following: — _Doors _Windows _Balconies _Porches fables _Dormers _Recessed Entries 4"overed porch entries _Cupolas or towers _Pillars or posts Eaves min 6 inch Bay windows _Decorative cornices _Balconies _ - 3ef Windowtrim mini" wide _Decorative patterns on exterior finish —Scales/shingles _Wainscoting _Ornamentation _Similar features _Offset in building face or roof ( min. 16 ") _Alternative feature providing relief ApT V-d J -t Il ev K �1 11' Prh L c e A �ec 3 0 �° r, A z/ a►1 N y;� E�'fS 4 SI. t �--- No A-k e(c Jti L- Z -27 -Oy VIP . vw s 70 C�C/!S �/iol� - 1ES ? o ` sl aw -Vrl -f W G L-(�, S7oaAEOCC W NAi�-ow LAWSc-Apr r (. ' IS No 7 J STATE OF IDAHO P.O. Box 280 12 North Center Street Rexburg, Idaho 83440 Phone (208) 359 -3020 Fax (208) 359 -3022 e -mail rexburg @srv.net Site Plan Checklist File Number: Applicant Information Applicant: t o W\ S r`� Phone: !S Owner ❑ Purchaser El Lessee Applicant's Address: �� �� t=� ('�/.� ���K , Zip: Recorded Owner: , �0 r2 c..,. 2a0 t 2 c G It z 4 Phone: SZ i - 4 15 / Recorded Owner Address: ,2lf12 drs 1 123 &o6A- FAX: �5Z -5�y5 Development Information Project Name: - 7 - 0 � ❑ 1. ❑ 2. ❑ 3. ❑ 4. ❑ 5. ❑ 6. ❑ 7. ❑ 8. ❑ 9. ❑ 10. - - 0 11. ❑ ❑ 12. 13. 14. 15. 16. El 17. 18. 19. 20. 21. Property Address: q So 1, is Site plan must be drawn to scale, be legible and also be submitted electronically if possible. Adjoining streets labeled. Right -of -way location and width, curb to curb widths and sidewalk location. Building location, sq footage and dimensions, with distance to property lines. Show existing and proposed easements. Existing utilities (waterlines, sanitary sewer lines, manholes, storm drains). Proposed utilities including tie in location to existing services and new easements. Proposed storm drain and sanitary sewer elevations (for pipe inverts at manholes and catch basins). Storm drainage plan for parking lot and roof areas, with calculations. Fire hydrants and fire suppression lines (including tie to City lines). ❑ Sprinkled ❑ Not Sprinkled Parking- (including _parking _ lot, drainage arrows, dimension of lot, distance between rows, and total numbers). Landscaping (type and total area, including dimensions). Trash facilities. North Arrow Drawing to Scale, including a graphic scale (1 1 %2 x 17" paper if possible). Proposed street improvements (curb, gutter, sidewalk, pavement, etc.) Legal description of proposed building site included. Percent of lot covered by building or paving calculated. Show 10% snow storage area. Distance of entrances from street corner indicated. Current Vicinity Map. (8 %2 x 11 ") at 1 " = 300' scale, showing location of the property. NOTE: SITE PLANS MUST BE COMPLETE AND SUBMITTED FOR REVIEW BEFORE THE PROJECT WILL BE PLACED ON THE PLANNING & ZONING AGENDA. EXIS77NG A T S. W COR. 3rd. W.4 th, S. .9 FIN GRADE !N LANDSCf 2 A SPHAL T PA V1 MEN 7 SYMBOL LEGEND © 0 I Ng EXIST ELEVA 77ON 49.0 PROPOSED ELEVA 770AI (9 PROPOSED MANHOLE 0 EXIST MANHOLE CURB & GUTTER W1 INLET SANITARY OR STORM SEWER (PRI VA TE LINE) WA TERLINE Ld (PRIVA LINE) SANITARY OR WATER SERVICE V) (TYPICAL 4" SAN. SERV) MAX (TYPICAL 2" WA7ER SERV) F F,'(j'V T WA,' PROPOSED FIRE HYDRANT LANDING DIREC7701V OF DRAINAGE FLOW APPROX. LOCATION 6' WATER LINE z 0 \__ __ 4 " 3 / 4 ­ GRAVEL T YP. 'El A 7 CURB . ..... ROAD Sf oVEA' MIN il!! RUN N. T S. ALL NEW CURB SHALI BE 4 joURE - D AS I TYPICAL ON SITE C_0VB-CUrT_f_ ANC UTTE p ELECTRIC ME7ER ELEC7RIC ME7FR­ EXIST SAN MHT EXIST SAN MH INST. M.H.11-- G 8 N. LINE IW.8" N&S-90.66 INV. 8 * E. =90.76 RING = REMOVE FX/57. CURB & WAO( & CON REXBURG STANDARD COMMERCIAL APPROACH SYMBOL LEGEND 0 EXISTING INLET BOX EXISTING LIGHT POLE EXIS77NG TRANSFORMER EXIS77NG POWER POLE ES EXIS77NG 7ELEPHONE BOX 0 EXIS77NG U77LITY MANHOLE EXIS77NG SEWERLINE EXIS77NG WA 7ER LINE 8p EXIS77NG UNDERGROUND POWERLINE x EXIS77NG FENCE LINE T EXIS77NG TELEPHONE LINE F0 EXISTING TELEPHONE, F & DUCT FTTT EXIS77NG SIDEWALK NOTE. ALL CONSIMX70V TO BE DOME W AC1 W7H 7w ary AF Roam 29 MAX, L ANDING i Qk I 2 A SPHALT PA Vf N I ' All 4 3/4" CRA W-L ROAD BASE OVER MIN 72'' PIT RUN } 4 R£ L A,R CON T. NOTE: I BACK 01 WALK TO BE Uj 0 1 0 ABO f PON 7 OF Z WAIK A 5' WALK UJI W T Ld Lh- 5 oor V) _4'e4j, MAX ()0 MAX F F,'(j'V T WA,' 00 LANDING z z 0 0 51 OPF MAX. 0 0 DETAIL WITH NOT TO SCAtl F 0 0 W 0- < 99' 1 ,0.w EXIST SAN MH 00 REMOVE EXIST CURB & WALK & CON5T REXBURG STANDARD COMMERCIAL APPROACH-- INST. M.H.11-- G 8 N. LINE IW.8" N&S-90.66 INV. 8 * E. =90.76 RING = REMOVE FX/57. CURB & WAO( & CON REXBURG STANDARD COMMERCIAL APPROACH SYMBOL LEGEND 0 EXISTING INLET BOX EXISTING LIGHT POLE EXIS77NG TRANSFORMER EXIS77NG POWER POLE ES EXIS77NG 7ELEPHONE BOX 0 EXIS77NG U77LITY MANHOLE EXIS77NG SEWERLINE EXIS77NG WA 7ER LINE 8p EXIS77NG UNDERGROUND POWERLINE x EXIS77NG FENCE LINE T EXIS77NG TELEPHONE LINE F0 EXISTING TELEPHONE, F & DUCT FTTT EXIS77NG SIDEWALK NOTE. ALL CONSIMX70V TO BE DOME W AC1 W7H 7w ary AF Roam 29 MAX, L ANDING i Qk I 2 A SPHALT PA Vf N I ' All 4 3/4" CRA W-L ROAD BASE OVER MIN 72'' PIT RUN } 4 R£ L A,R CON T. NOTE: BACK 01 WALK TO BE 0 1 0 ABO f PON 7 OF WAIK A 5' WALK T Lh- 5 oor 7, ) p )i 6, _4'e4j, MAX ()0 MAX F F,'(j'V T WA,' LANDING 51 OPF MAX. ACCESSIBILITY DETAIL WITH NOT TO SCAtl F I LAND USE Ar TOTAL AREA OF SITE= 1 26,324 SQ. FT. 100% AREA IN BUILDINGS= 24.232 SO. FT.=19% OF SITE AREA IN PAVEMENT AND WALKS=78,148 SO. FT. =61% OF SITE AREA IN LANDSCAPE —25,264 SQ. FT. =23% OF SITE DESIGNATES SNOW STORAGE=6,920 SO. FT.=10.8% OF PAVED AREA LINE W1 6 VALVE EXIS S o FO —00 GUY ANCHOR + (E T 185. 00' T. FIRE HYDRANT 40 ii I ii BLDG.NO. 1 Ar 9XI8 rw. 4 ',AN 'S'FRV. To 0 + N'V 95. ­--- m7 Q SCALE. • 1 "-30' 04 + 11 I T INSTA M.H. OWR EXIST. 30" STORM LINE IN5TA STRM M.H.11 + BLDC.NO. 2 4� Y. 5,440 S.F. 14 0 yv\5 1 - Lij lNv, '_44 OL 7 cot h 110 ro 1 S fy" e J CA I v h lt,;� klif", + 4 40 ' deb 3 0 &, -' w O `4 ti e e- A N Pro)/ 1 + c � 1- 14tc jee__ e _y, Nv 9 4 74 "" K " 1 6 W& ' '/- d � 4, X!, T—F 9 't 0 li h 0 ,Jth SOUTH ST. (VIKING DRIVE) BENCHMARK EXIST SAN MH TOP NUT FIRE HYDRANT 1 7 NORTHWEST CORNER OF 4th SOU7H WAL & CoN AND 2nd WEST ELEVATION - 100.00 APPROX. LOCATION 6' WATER LINE. -/ //"0` , PARKING PHASE 1=216 STUDENTS 111@8X15 COMPACT SPACES=40% 167@9X18 REGULAR SIZE-60% 278 TOTAL PARKING SPACES mjm3d JO "0 on NOZ 9 Z 8 3 J - 3 A 9 3 3 3UU q A,40,/L 4A, — — — — — — --- — ­ X90' BEND z INST. SAN. M.H.13 APPROVED BY RINGS M M.H.IJ INV!jrf; W=93.20 RING= 1NV.JO DA 7E. Revision Cl TY OF REXBURG SITE PLAN FOR A NEW STUDENT HOUSING COMPLEX ERICKSON APARTSMENTS REXBURG IDAHO I Scale: 1 ­ _ - 30' Drawn: L. Date: FEB. 2004 Dwg 6630SITE-2 Date: FEB. 2003 IChecked: Date: Job No. Mountain River Engineering (206) 524-6175 6630 1020 Lincoln Road FAX: M8) 524-6175 Idaho Falls, Idaho 63401 E-Mail: mtriver*ida.net Sht. --of EXISTING A T S* W OOR. 3rd. W.4 th, S. SYMBOL LEGEND ❑ EXISTING INLET BOX z EXISTING TRANSFORMER 0 EXISTING POWER POLE 0 63 ES EXISTING TELEPHONE BOX 0 EXISTING UTILITY MANHOLE QQ PROPOSED UTILITY MANHOLE SANITARY OR STORM SEWER (PRI VA TE L INE) NO 7ES. WATERLINE (PRIVATE LINE) ALL CONS7RUC77ON TO BE DONE IN ACCORDANCE WTH SIDEWALK THE CITY OF REXBURG. 4 t SOU TH S T (VIKING DRI VE) PROPOSED FIRE HYDRANT RETAIN AND PROTECT ALL EX /STING UTILITIES. DIRECTION OF DRAINAGE FLOW EXISTING ELEVATION p 6o PROPOSED ELEVA 77ON C. 0. CLEAN OUT APPROX. LOCATION 6' WATER LINE L 4' L CONC. WALK 2 " ASPHALT PAVEMENT 111HAll lAllMlNl 6" R = I o Hill gIll III COMPACTED SUB-GRADE IIII A�l SECTION N T . S . TS EXIST SAN MH OF 314" GRAVEL 4 BAR CONT. 2" OONC. CURB & GUTTER FIN. GRADE 1 - 1/2 "t (W1 LIP FLA T) IN LANDSCAPE 2" ASPHALT PAVEMENT Ol IIII R=J" <1 11 , ?l 50 ' 1111= COMPACTED SUB-GRADE 4 OF 314 GRAVEL TYP. FLAT CURB ROAD BASE OVER . 12" MIN. PIT RUN N. T S. TYPICAL TO ALL ONSITE CURB - - -i . . . . ................ LAN�IN7 2Z MAX ck L � uj 2 VARIES VARIES R EXTERIOR ACCtSSIBLE t� SLOPE ', SLOPE T cq Z I OU rE MAX. t; 5TX k.-Il lz� 5 VAX CD I OR A M AX. ANDING R E 27. MAX. L SLOPE SLOPE MAX. 29 MAX. 2% SLOPE AS REQD� o!� 8 1 8' VAN NOTE: BACK OF WALK TO BE 0.10 ABOVE FRONT OF rn 9XI8 TYP. ACCESSIBILITY DETAIL WITH CURB 0 0 0.0, 0 0 0 ag - C , 000 NOT TO SCALE 0 2 0 0 0 O' EXIST SAN MH 0 oc )Mp L TWO LA YERS OF 6 MIL. ARN. o o I " PLASTIC SHEETING BETWEEN 0 PIT RUN GRAVEL & COARSE COARSE ROCK BACKFILL D D fQ BASE MATERIAL. Oo� PERFORA 2" MIN. TO 6" MAX. A PRE-CAST CONCRETE �y O� o O BARREL SECTIONS 12" STORM SEWER OUTLET III COARSE ROCK BACKFILL D o O Q To EXIS M. H. CID_ INV. 12" OUT-94.53- L/D,�D p�o4�po �7 t SC \6q D 0 0 0 4 D D t D D �. GEOTEXTILE LINER D� DC n �>v q60 I� o aG 1 (M/RAF/ 500 X OR EQUAL) 6V or D C 0 00 o DO C�) 0 I c) : , �c o u iN& 3 y o a�� 0D d 0, D,0 � 0 oa ' 3 3 0; ; � 0oa b TO Z AND op FRENCH DRAIN DETAIL 5' 0 INST, 5' STM. M.H.-I N. T S. W10PEN INLET Cl GRATE-02.60 � v � 0 It F_ INV.30"-98.00 DfRA I - A o: k- / RETAIN & PROTECT o k k EXIST INLET EXIST NG 30 INST. STORM INLETf3 91 GRATE.-100.58 RETAIN & 7ECT 30" pploCT INV. 12 S-98.30 PRO RETAIN 5 1a STORM DRAIN 0) 99' R. 0. w 475.00" 18, t4o* EXIS SAN MH 152' B-8 00.9,9 J. 41 136 8' C. 0. 6" SA SERV INV=100.00 Gy Ld STEPS 111V WALK BLDG. NO. SN 5 PHA 2 0" W FIRE LINE 6" W FIRE LINE 00 0010 (FF= 104. 0) INSTALL 6 5, 379S. 8X I BLDG. NO. 4 1-112 W SERV I_7E W16 VAL (FF= 105. 0 5 0 NOTE. E WK a \/_ 0 1 1 SAN U 5 SERV k ADJUST WIR. L 9 V I�VSTALL 6�W 2' STM. DR41W 0 /A(V=100.00 PP o AT, 0.22Z TO CLEAR 30 p/ 7�E W16 VALVE 5 22. _F 7= 1 L 14 1 41 SID 4 Vr I I I, I =1 11[ 1 ACE Of VALK IU M I-AIN ItUl r7 EX /STING FIBER OPTIC LINES AND TELEPHONE LINE IN THIS AREA. RETAIN AND PROTECT. BENCHMARK TOP NUT FIRE HYDRANT NORTHWEST CORNER OF 4th SOUTH AND 2n WEST ELEVATION = 100.00 REMOVE EXIST CURB & WALK < & CONST REXBURG STANDARD UUMMr-ITUIAL Arl HOT TAP 6" W. LINE C ITY of IDAHO FAL 529-1250 EXIST SAN MI INV=92.29 W /6 VALVE -342-1585 MA TCH EXIST EXIST CURB- GUTTER CURB & GU TTER � A 6' 00 INST. FRENCH DRAIN 12 0 FO RING=98. 00 +96.44 S15: GUY ANCHOR 12* INV. IN-94.39 7 *'6"40 EAST 1 .00' 12 INV Oul=94.40 60 DUMPSTER C3 2' D) h ST. 2661 L.F. 12" RAIN 5 II L A 0 22X S M. 0 Qy a 5 25.00 ' 4- 0.22 ' III u" 11 4+ 6 REMOVE EXIST 4" SERV 4, f III REPAIR WINEW 6 SAN. Q, c. SERV 0 MIN. 1. OOX INV=94.61 .022' DRI E A BLDG NO. 1 66 II I 5,440 S.F. III INSTALL 60x6m (FF= 100. 5) III TEE W14 VALVE _,­6" W FIRE LINE Ird -1-112" W SERV i 2 40 IDA 2 5. 0 101" INSTALL NEW 5- CITY SIDEWALK Z) 9X18 TYP. - 100 - DRIVE, 9X18 TYP. 9X18 TYP. 2 41 41 + 00.94 WA LK STEPS IN WALK 40 25.00' INSTALL 6"jeAm EXIST INLET _�INV EXIST TEE W16' VAL 6" W FIRE LINE qr-V 0, -1-112" W SERV 30 0 6G rb TM M. H. il REMOVE EXIST CURB & . INSTALL M.H. OVER GUTTER & INSTALL NEW N RING CITY STANDARD CURB & DON 3 0 ° EXIST 30" S7��� GUTTER 5' WEST OF EX /STING 0 ARA .0 0 PP 0 �, 9, REMOVE BLDG. N0. 2 EXIST INLET 5,440 S. F. (FF= 103. 5) U) O 5.00' ot'. 77, W 99' R. O. W x 20 izz ci II I STEPS It WALK - BK WK C 0. INST. STU. W.H. 11 RIW=04.80 L.F. 12" STM. DR 4--.6-0-1 INV INV -98.06 11 INST 97 L.F. 6 SAN.,____� 6' 9 zv 2 0' 74.47 'SERV 0 2.10X INS T. 04 "REPAIR EXIST STREET1 AIO 1. 0 IM MH ,'ING= 9Z 19 8" INV=92.44 CONNECT 12" TO EXIST M.H. INV12" W 93.94 ST FIRE HYDR INV 6" SERV =94. 1 0 INV. MAINLINE=93. 77 *DEN07ES EXISTING 4" SAN. SERV. TO BE REMO & NEW 6" SER V. TO PLACED IN SAME TRENCH PAVEMENT TO BE REPAIRED AS REQUIRED Li SCALE: 1"-30' 30" PIPE=96.20 INV 6" SERV INV MAINLINE INST. S ' M.H. _01, 0- 4+- EXIS T WATER METER GRATE= 25.00' x EXIST SAN MH A107E, INY-98.03 40, .�L 1� ql RING=105.29 ADJUST W7R. 1 04. 60 " ' * v x 1F i INV=99.30 C. 0. TO CLEAR 30",PfE 4,5 IN V. 100. 70 4,5 03 REA40VE EXIST. 4* SERVI " 'Cgr,, City of Rexburg l04, X10 22' W FIRE L 8 SERV 1.13% w 1 - 1/2 " W SER V -INV Appr s 6" SAN. SPAVO �l INSTALL 6"x6 Disapproved -WA TEE W 6 VALVE STUDENT REC. BLDG. APT MANAGER Dam IgititeU 2,594 S.F. VERT CU#rF=106.4) 411 0Z 2100 DI m 7E R 104 or : /#;p I RD ohr�bll _n S N OW lk 11 JU41 mlt - 4 �1 5 R N ry %INSTALL 6" WATER LIN61 i - - cn 1 7, INSTALL 6'0 lu CONS REXBURG STA ARD Q, COMMERCIAL APPROACH INST 382 L. F N. 0 2.16X IN 7 5 @ PA rl IWAS DUMPSTER , Sim. UMA LL 6"x6" � ci �F F REMOVE EX1.51. CURB & WALK & CONST REXBURG STANDARD + 2R TCH TEE W16 " VALVE COMMERCIAL APPROACH INST. SW M.H.,41 OVER a SAN LINE 0* + 'A 0 ZO'Po I 0 �\0 8A10 lyp. R JAI-51ING INKS N&s-ga66 1NV8"E.=90.76 31.9A r oa 80 - -411 RING- +1fi19S'9T.'2 + "0 '0 4 0 STM. A4.H.14 gOV7- -- -- INST. M.H. I - - -_ f1 101. 60 Gs 0 0 g� + 108. jz + 660.00' c t WEST PAVWT TO BE PAINTED RED FIRE ZONE NO PARKING STORM #NLETf2 GRATE =101.70 GRATE= INV,30"N&W-97.73 6 d WV. 12 S=98119 g 20 DRIVE ONE WAY OPEN DI TCH INST. HYD. W16" VALVE & TEE EXIS77NG RETAINING NEW CITY CURB & GUTTER NEW TCH EXIS PA VEMEN T z 3 cz i npF MIN. $ LOPE TOP .30 PIPE Z) rw LAND USE r< q r k (Q __j 00 PARKING TOTAL AREA OF SITE=126,324 SQ. FT. 100% cc PA TCH PA VEMEN T TO MA TCH EXISTING PA VEMEN T AREA IN BUILDINGS=24.232 SQ. FT.=19% OF SITE VARIES (APPROX. 6) PHASE 1=216 STUDENTS AREA IN PAVEMENT AND WALKS=78,148 SQ. FT. =61% OF SITE 85@8X15 COMPACT SPACES=34% 161@9X18 REGULAR SIZE=66% AREA IN LANDSCAPE =25,264 SQ. FT. =23% OF SITE SECTION N. T. S. 246 TOTAL PARKING SPACES SNOW STORAGE 13% OF PAVED AREA W 6' O I Revision 1 0.00 APPROVED BY CITY OF REXBURG DA 7E.- g I APPROX. LOCATION 6' WA TER FRENCH DRAIN /I W10P EN GRATE SNO GRATE-96.6 INV. 12" OUT=94.53 SEE DETAIL 0 18.00' di V I - CURB AND GU TTER ELECTRIC MEIER-' ELECTRIC METER. ❑ EXISTING INLET BOX ® EXISTING TRANSFORMER 0 EXIS77NG POWER POLE ® EXISTING TELEPHONE BOX 00 EXISTING UTILITY MANHOLE QQ PROPOSED U77LITY MANHOLE SANITARY OR STORM SEWER l BENCHMARK TOP NUT FIRE HYDRANT NORTHWEST CORNER OF 4th SOUTH AND 2nd WEST ELEVATION = 100.00 (PRIVATE LINE) WA TERLINE (PRI VA 7E LINE) NOTE'S ALL CONSTRUCTION TO BE DONE IN ACCORDANCE WITH ,/ REMOVE EXIST. CURB &WALK < i � SIDEWALK 7HE CITY OF REXBURG. 4 th SOUTH ST. (VIKING DRI VE) , & CONST. REXBURG STANDARD RETAIN AND PR07ECT ALL EXIS77NG UTILITIES. COMMERCIAL APPROACH PROPOSED FIRE HYDRANT ; HOT TAP 6" W. LINE EXIST. SAN MH DIRECTION OF DRAINAGE FLOW CITY of IDAHO FALLS 529 - 1250 W /6" VALVE INV =92.29 o° EXISTING ELEVA7TON DIG LINE 1- 800 - 342 -1585 _ MATCH EXIST. EXIST. CURB - GUTTER CURB & GUTTER , PROPOSED ELEVA 77ON r' j C.O. CLEAN OUT APPROX. LOCATION 6 WATER LINE r '" EAST 185.00' -• 1 - ~- �_. ---•- .�k� It . OAK O = C lRB & G1,1 7Ez v - T } ;lIDUMPSTER _ f _ �_ .� _ . _._ a= _ f ! ^N. ,. tf sCD '',�L = > I-,'.� r .. 0000- Q"4- h :. ^. 0"'._ @ - ... ._ 1 d rat __y_.____.._. 0000___ _ .......�._.� � .w_____ 0000_ _ ... 0000. _ .KS � - - ^"- `l''t ; ., 0000_ .• r'x:_ m " rr - t r 0 -000 _ "'�� r. r �-, i, ]a .- _ % 5�. i, £` n- JL, ......!C_ •� _ 7";• ar', 'P` , - _ U f 1 II q it I .. _ 0000_. _ a tC,...d'..r . -per u.t t ;". F.� a- x - Y - 0000 W v p -: 000,0 ,. „• " M OVE E 4 SERV. c: _. E 0000__ _ 0000 •>• ._. , � °.;�%- __ __ C: p:. 0000_ � W/N l , • �' _ (} °-' rY r _ 0000... .. ______,._i.. 0000 __ _._._._....y.. € AN REPAIR EW 6 SAN - ° _ , ; _ SERV. ® MIN. 1.00.E 1 _ - � - - INV. =94.6 -� c�� . 1 -?111 j'II 3i -s �'-`�• I j �� ? ��/ � Lt? E- a. ,.` ELECTRIC METER- . � . BLDG. NO. : 0't if i C'C1�;�'A`( _ SUB - GRADE:' -� ♦!' I I `y am -_..M. - S 3 > d r \ (F =100. ) 5 S F i ' >,' INSTALL 6 x67 F 5 ° ; W . L 4.: � z /4': GRA _ ! L �= y = 1 TEE W /6" V/YL VE 6" W. FIRE LIN I �' .� �� � � .��.,+ � ROAD BASE OVER € ELECTRIC METER � 1 -1/2 W. SERV. N. T. S f � �,.� s .. ( �r 17 FARE INLET 5 FIRE LINE Qt INLET BARREL Ecnons z" s 7 TYPICAL TO ALL ONSI TE CURB 3 ,/� ; k �- 11j I t •-�. 0000 �.�� 0000 0000 ' SAN . _._..._ ................._ -.� -� I ! ,t � � -� y �¢ I ! Z NOTE: BACK OF WALK TO BE 25, 00' INSTALL NEW 5' + � �RC�NT CITY SIDEWALK O . ABO a W ALK I A 5' WALK YA.R3L5 S' �4 ARIES 5 Q + `� x TOP � ___�• ..�,__�.. � � Q "--' SEAR +l7AriCl C'RSi` rtit?M MAX q X, 4IVGUz F' �! it w3 _. d?N" 4Y;N E. GR47 - .. VdA,I_K i 6' j f - ' FIt;CJ i ; U f FLt3d F REINR Pdat�it j 3 �s �� Lt�,��.NC) � � ss. �s � _j 0000 - 0000__ 0000. _ _ 0000__ i a,4 µ " t'"1/ ,..5 ;_J I .J 4 . I 1 �. f _.. 4` tl i i f..l S.. E j` S ys , ..._.�.._ j _. __..________ ___ _ ._. _ ..___._____�_ _`t {a r�.d� '"` "t c .(�'j ��c� � , , . ;✓» - „._._..._. ' k 4S1 } _ ' o'JC :r s- ; NOT TO SCALE _ ___..__ _ _ 0000 _ 0000_ _ _ _ �___ -__ STEPS WALK -'''' 4t�" �E i � S v 4 a,F�RA �c __ .�_� ���,� I€ � � � ; ��, EXIST. t. j� ARE -cASa CoNC:RE, =� - __ ---- -_ _ 0000___ -- _ , " x6 „ „ (~ - ° 3 R rrnr2 INSTALL 6 0 € TEE W 16" VALVE -- " W. f' l 6 r i D , 2 1 -1/2" W. SERV. o 2� � rt, 30 { { j + a9 ' 42� ti 171 ° REMOVE E?lST CURB & �5� � jf, IN SINE f iii GUTTER &INS NE & 3 � l �{ _H RA CITYS € � tU �• 30 >. STM D 2 GUT7ER 5 WEST OF EXISTING Q k �o�. NpONrc + AAA - -__"' -. 0000__ 7 _.__ 7 I f € . ...... a� __ REMOVE. I u z BLDG.NO. 2 0 i� EXIST. , FF =10 440 S F 4 3 5 N. T.S. ` }og. <.� A ss' m_ '�-�-� r Ij ski L� S7FPS IN WALK K C.O. rn - M DRAIN Z -60 . X10' �® INV.= 101.00 a i _ �-' INST. 97 L .F._ 6" SAN RETAIN & PR07E�CT TOR � o x �.' 30 S/� __ -1- € 06'9 2 : ta` ' +I 4.4 SERV ® 2.10.E I EXIST. INLET \ XIS�NG - °47, 'REPAIR EXIST. STRE 7 3 R0TECT E /� � ; IN 90 L.F. S TM. D �� x RETAIN -- �& PROTECT 30" °' IN &� s >� ®� '` EXIST. WATER METER STORM DRAIN 05 �o IiB RETA f r a r 2zr.cta' �� � rs'�s X ' ° o a' E �� ;� NO7E.- o .. _ ° 1 UST WTR 1 / E 7H "� vs °� ER C.O. 4 =�� p 00' r` ` TO CLEAT? 30" PPE �, ° < } •. ` 4^ Ica /° - _ x IN = 100.70 I I " 24 - -_ = - - - - - - - - �- - - - - s.4' s _- 0000._ C _ REMOVE EX IST. 4 SERV _ it° ✓' 11/2 W. SERV.' .O�` 6' SAN SERV. INV.= 100.00 -1/2 JI o�$ W " W. FIRE LINE °� +REPAIR W NEW 6 N. RV ✓,. - - BLDG. NO. 4 s n s 1.13 ,�t� -� 1-112" W. SERV. r - 104: " x6 " 5, 379S. O STEPS IN WALK BLDG. 6" W. FIRE P INSTALL 6x6" (FF / PHA SE 2� s" w. LINE " - 0 INSfiA LL 6 !_� �, F TEE W /6" V VE � STUDENT REC. BLDG. ti �g r _I APT. MANAGER x� �� ? I E W/b VAL 1 f (FF= 105.4) 12 594 S.F. i NOTE r U ti 1 ., o �. �, I r F =106.4 ' I TO X30 LSE ¢L�PTH ; 6" SAN SERV. f -,:, t i1 m � ^ -, < < fix. ts?' WS ) 19E lN1G= 100.00 ;! Ii( -_ Ji _ ! -� ° /6" VALVE _.�_ e . P TEE W � °�, N TE - - - t ` DUMPS R 4 S WA K _ . L r! F, _ s ANUtNC j . ! FO FU G ,` FO 2�s " h , `" APPROX. LOCATION 6' WATER LINE `? C x 6, FO _� -- 0 �;, GUY ANCHOR f c. ,N N. T. S. _ G f� EXIST. SAN MH U EXIST. SAN 0 MH P'LASPC SHEE°77feG ,9f P N,- f? +7 RUN GRAVEL & COARSE COARSE ROCK RAE:KFILL BASE ABATERIAL. TO 6" MAX, COARSE ROCK RACKFILL ^EO '�Exa7LE UNER (MIRAR 500 X OR EQUAL) Z W 3 0 U O O Q_ a Q J 3 z 3 Q 6" WA REMOVE EXIST. CURB & WALK & CONST. REXBURG STANDARD COMMERCIAL APPROACH 4 n . iv( 31,94 tsr Q, 0 PARKING 0000 PHASE 1 =216 STUDENTS 85@8X15 COMPACT SPACES-34% 161@9X REGULAR SIZE r­% A r\ _r /\ A I r, A ri a i i K+ rN r- r A r N r rl EXIST. STM MH RING =9Z 19 18" INV. =9244 CONNECT 12" TO EXIST. M.H. INV.12" W. 93.94 INV. 6" SERV. =94.10 INV. MAINLINE =93.77 * DENO TES EXISTING 4" SAN. SERV. TO BE REMOVED & NEW 6" SERV. TO PLACED IN SAME TRENCH PAVEMENT TO BE REPAIRED AS REQUIRED V SCALE: 1 " =30' INV. 6" SERV. =99.00 INV. MAINLINE =98.66 EXIST. SAN MH RING = 105.29 INV =99.30 INV. 6" SAN. SERV. =99.63 V f \' ,P 0. „ � Y : .,, ,. .........,..,. .. �,... ..,..,�,..,.,......»...«...,..w ., .. ,0000,._,. ... .,,. o.....,,... > .. .. .... .. .......... .. ��ca ,.� : T f ,✓- ,f .,�' S J��t �; sz„AY' }{•� \ " PA T. O BE PAINTED RED T �.� ; y °� n s •,, `..,�t , �. d , W FIRE ZONE NO PARKING 10; ? I ICY URB._T9 BE P lN1F ,RED '. c; � x - 0 . - .. . _.. _ ca PA T T BE AlN7ED RED �` - = _ ; IN TALL WA LIN _ - € 1 CONST. REXBURG STANDARD �� W Flk ZON O PARKING j D TER :,., „ �. t ! N °` UMPS f ` ,... > a r T 51a c ; INSTALL 6 "X90' 8 ND j Q r I€ , gI COMMERCIAL APPROACH __V._ _..__. _ _. _ .._ ._._ __: -0000 ___ _.- .__._..__�.. 000 0 INST. 3 82 L. F 8', SAN. ® 2.169 f - v INSTALL 6x6" 1 A � � _ .__ �_ J ( _ .., .. TEE W /6" VALVE §� t� i , - T. HYD. W 6 t __ ADJUST W7R SINE -' TAN _ __ _ __� 6 ___._.__ / a_ o, ''. A S NtEDED w V ___ PAL & TE_Ex� f' m , �I I .%°' �t rc. bra ` < �} ,o- 9! ..�^t,,'`" �em� -" L"0 - ,,31+ < M $+.� r '�0, -- ��� .% .f f! � �✓ S�; __ __=�_ ._ .M _,. ._ 0000._ ..., t r r g + 1 58.3 WEST N �� d , __ _ 0000 0000... .,. Yx7.c �__ _ _._ *` fi �} p g ._ 00,00 � 0000._. - 00®00_ �.." - r ar 660.00 - + K ­0 6" _ x - %� r „ M - - -- _ _ � �.._ "' -.. r "' � 0 00 0 . 0000 ,�... ..�., -.�.. x 7 t rQ9 - 1 _' -`, - - PA VMT. TO BE PAINTED RED 9 Q © FIRE ZONE NO PARKING 20" DRIVE ONE WAY ° o OPEN DITCH INS T. HYD. W 16" VALVE & TEE Q o 3 EXIS77NG RETAINING WALL NEW CITY CURB & GUTTER MA TCH EXIST PA VEMENT ; i I Revision � Z3 FA ti � PE ® MIN 2.00% - - -- APPROVED B CITY OF REXBURG DA 7E.- ®4- 2 ro 8 U O 0 a Q IN x3 A EXIST. SAN MH _., 6?- a 3 .AR COA' r 10 5 2' ASPHAr 7 P AVEMENT '1 AVN. ✓I YV I IULI\ V LII YID✓ AND I TELEPHONE LINE IN THISI A REA. R E T AIN A ND PR $L° T _ ___ SITE PLAN FOR LA U S_E r< 3 (f) ___ ___ _ __ _ __. 2 W A NEW STUDENT HOUSING COMPLEX TOTAL AREA OF SITE = 126,324 SQ. FT. 100 N V PATCH PA VEMENT TO MA TCHEXIS ERICKSON APARTMENTS AREA IN BUILDINGS-24.232 SQ. FT.-19% OF SITE VARIES (APPROX. 6' REXBURG IDAHO AREA IN PAVEMENT AND WALKS SQ. FT. - 61% OF SITE scale: 1 „ -3 , 0 Drawn: L.E.H. Date: FEB. 200 Dwg- AREA IN LANDSCAPE =25,264 SQ. FT. =23% OF SITE y` ` ' 6630S1TE -2 J ' Date: FEB. 2003 Checked: Date: Mountain R 1 V C� r' Job No. Mountain River Engineering 5208 524 -6175 CI�Ir1�A/ CTnl�nr�C 1 7 nC �n� /ten np N. TS . ___ 6630 Fri i 1n7n T;,...,.,.,- Q,. ,a L�A 7nt7 rOA a ,r1F , ,� n P Pri rl ®4- 2 ro 8 U O 0 a Q IN x3 A EXIST. SAN MH _., 6?- a 3 .AR COA' r 10 5 2' ASPHAr 7 P AVEMENT '1 AVN. ✓I YV I IULI\ V LII YID✓ AND I TELEPHONE LINE IN THISI A REA. R E T AIN A ND PR