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VICTORY VINEYARD STAKE CENTER REVISIONS SURVEYED BY: M.CLEMENTS EXISTING CONDITIONS & DEMO DATE DESCRIPTION DRAWN BY: J.FUHRIMAN AGLE ROCK Q APPROVED BY: J.SCOTT 0 PROJECT NO. 25180 _ NIGINEERING, SHEET NAME ATTENTION This document or any part thereof in detail or design concept CIVIL i �i i i TN i 4 is the property of Eagle Rock Engineering and shall not be Cl V lL � PLANNING � SURVEYING C_1 PREPARED FOR: IUAI10 FALLS(208)542-2665 RExBURc(208)359-2665 J RW ARCHITECTS 5 copied in any form without the written authorization of Eagle Rock Engineering. N 10 M PAVING & DRAINAGE CONSTRUCTION ITEMS O > OASPHALT PAVING PER DETAIL 3 ON SHEET D-1. ^ 0 u O18"FLAT PAN CURB&GUTTER DETAIL 1 ON SHEET D-1. w I O INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF MERIDIAN N STANDARDS. z OCATCH BASIN PER DETAIL 2 ON SHEET D-1. V �� N OINSTALL STORM DRAIN MANHOLE WITH SNOUT OIL WATER SEPARATOR PER DETAIL n A ON SHEET D-6 0 © TRASH ENCLOSURE PER CITY OF MERIDIAN STD DWG 11.SCREENING PER >0 ARCHITECTURAL PLANS. �Q �] SIDEWALK PER CITY OF MERIDIAN STANDARDS.WIDTH AS SHOWN. U 0 ® INSTALL MC-3500 INFILTRATION SYSTEM.SEE DETAILS ON SHEET D-2. SEE STORM TABLES ON SHEET C-2 FOR SYSTEM SPECIFICATIONS. INSTALL COMMERCIAL APPROACH PER CITY OF MERIDIAN e `SQ)0 9 STANDARDS. F9 u UBLIC 10' o ESQ I 10 PER SECTION 3.04 0550BA(BUPARKING AREA LANDSCPEFFER TO BO FULL LENGTH OF PARKING AREABE ISTALLED WHERE PARKINGIWHER CAAGAINSTL OUT IS SHOWN)RIGHT-OF-WAY �6, I SEWER CONSTRUCTION ITEMS 10' rj m N 4"SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF O I O MERIDIAN STANDARDS. ® I OZ 8"SANITARY SEWER MAIN INSTALLED PER CITY OF MERIDIAN STANDARDS ° Ln ss�° bo Ln O INSTALL SANITARY SEWER MANHOLE PER CITY OF MERIDIAN STANDARDS Z Q p � u - w 0 cn w v N 0 o 4 ZS 7 m0 ® CLEANOUT(CO) � � w = LxO .2 ' l19 }� NI WATER CONSTRUCTION ITEMS 26, i zo . " � / 1 2"WATER SERVICE INSTALLED PER CITY OF MERIDIAN STANDARDS.WATER 6 v — ____ S87°31'37"E 377.03' I a METER TO BE INSTALLED IN ACCORDANCE WITH CITY OF MERIDIAN Z v Y a3 r—F — nD —�587°31'37 STANDARD DRAWING W4. y o Y w ti o 110, I 60— CIE -- - "E9.96' ao I O 6" FIRE WATER SERVICE INSTALLED PER CITY OF MERIDIAN STANDARDS. ° w3° p I w m m o £ w 20' I I 12"WATER MAIN INSTALLED PER CITY OF MERIDIAN STANDARDS m z Q T N o % II � z � 2 � PROPOSED FUTURE w O W c�i �'•� PROPOSED BUILDING CURB&GvTTER LOCATION 2" PRESSURIZED IRRIGATION LINE INSTALLED PER CITY OF MERIDIAN > Y IF/c ac Q a O v �1n'll�l I_ I(( l�) I I I C 4 STANDARDS � a � a ± 22630 SF 20' fN o Q CL - o o � I 15- 25' II ° LANDSCAPE & IRRIGATION NOTES N Gn 1. DEVELOPER TO BE RESPONSIBLE FOR IRRIGATION DESIGN INCLUDING IRRIGATION 7uI I� WATER INSTALLATION. I 16 2. CONTRACTOR TO INSTALL 4"CONDUIT BELOW THE WALKS/DRIVE AISLES FOR N II Ln IRRIGATION WATER INSTALLATION TO MEET IRRIGATION DESIGN. 25 N N 18' u ad 26, LAND USE NOTES s 0 PROPOSED USE:CHURCH od 1 z PROJECT AREA:4.930 ACRES N N = y � _ BUILDING FOOTPRINT AREA=22,630 SF T j10' 1i Lnf N CURRENT ZONE: RUT 10, i Ln 10' PARKING STALLS REQUIRED: 1 PER 4 CHAIRS OR 8' BENCH cn ao 1 400 LF /8 LF=49.875 I / / O II 50 REQUIRED STALLS � w 26' 3 LL � a I w R / p I PARKING STALLS PROVIDED:251 in M LL p Nam 3LL in o LL N w / W z j (HANDICAP PARKING STALLS:7) Oz MO _ N N g m Nam T❑ J I LANDSCAPE AREA: 1.70 ACRES(34%) LJJ PROPOSED FUTURE N PROPOSED FUTURE _� tN ASPHALT AREA:2.81 ACRES GU® CURB& TTER LOACTION ILL (n �\ ® U E 3 iO CURB&GUTTER LOACTION —� EO ® 93 Op �'�" z Lu _ ++ p _0 — — — TOP _ �—T(1P __� --rn T�p vv �_ W — > - — — VICTORY ROAD � W w 6 ss 8"s; „ N89006'47"W 879.58' LEGEND EO EO EO EO EO EO — SS EO—8 SS — EO EO— EO EO— �G E%3 EO----� ru „ ® 0 H P OHP PROPOSED 18 FLAT PAN CURB & GUTTER OHP _ � —'OHP OHP OHP OHP - a OHP OHP OHP OHP OHP , 0 V) o N w V Q 0 3 a a a a a c m a v v 0 0 00 Ln l0 C m ti m u r A� W 0 m J i v W aj a V Y W 00 Q v H i a 0 u a N z V Z W N a N OL V a cn p / o W E J w m m O Q C Q m F- = d Y S V w > O a � m a t N u i ai H � C ° U1 N ai O z w N 40' 20' 0 40' w L.0 U a Tv = w a a SCALE: 1" =40' Ln vow LL LL I v v`n � —LEGEND 10 GB—GB— GRADE BREAK �J 2 STORM AREA BOUNDARY W� M1 >N PROPOSED FLAT PAN 18" CURB &GUTTER STORM AREAS SPOT ELEVATIONS z10 zN TBC TOP BACK OF CURB Z� 1 66,935 SF TBC CC TOP BACK OF CURB, CURB CUT �0 TFW TOP FRONT OF WALK �< O \ O 184,955 SF TBW TOP BACK OF WALK I \\ I 2 ,moo I Y ADS STORM INFILTRATION NOTES o, I 1. THE ADS STORM INFILTRATION SYSTEM SHOWN IS SIZED USING ADS TECH MC-3500 ' ' CHAMBER SYSTEM. THE CHAMBER AREAS ARE SET FOR DESIGN OF EACH STORM 10 \ \ AREA; HOWEVER THE LENGTHS AND WIDTHS MAY VARY TO MEET SEPARATION FROM \ ♦ N OTHER UTILITIES OR CONSTRUCTION OBSTACLES. 1 \ ♦ RI 2 12"SEINVO / 2. CONTRACTOR TO SUPPLY AND SUBMIT FINAL ADS STORM TECH DRAWINGS AND <4 ♦ 10' lz"SEINvouT:z7o1.91 / SPECIFICATIONS (OR EQUAL SYSTEM) TO ENGINEER FOR APPROVAL PRIOR TO 4 \ INSTALLATION. \ 1L 3. CONTRACTOR TO INSTALL THE ADS STORM TECH MC-3500 SYSTEM (OR EQUAL) WITH CB PRECAST 48" CONCRETE MANHOLE INLET AND OUTLET PER CITY OF REXBURG Ln z o a \ RIM:2707.65 H 00 v v bo \ \ 12"EINV IN:2701.30 STANDARD DRAWINGS AND SPECIFICATIONS. z Q p rI u -0 w \ \ 129'OF 12"PVC @ 0.24% 12"NW INV IN:2701.60 / L1J C.J N 0 12"S INV OUT:2701.20 N c — c CB4 4. CONTRACTOR TO CONNECT MANHOLE AND ADS SYSTEMS USING 24" PIPE. Lu = ZS, t RIM,2705.38 U \ \ ♦ \ � 12"W INV OUT:2701.88 LL '- \ ♦ '' 266'OF 12"PVC @ 0.22% Y m c \ 26' i • � � ' ems Zoe v v C c 0 � v Y bD '—32'OF 12"PVC @ 0.45% r1D EB I � L 0 Y w • 00= - - - - -= v��—� \ � - - - II Q m v o 0 \ r-I _ CL 7 JU \ / �� co E • / f - a co 20 o oT \\ • o \ m / ) N �\ QS \ o m o z Q T z \\ \ PROPOSED BUILDING \ — — `� PROPOSE FUTURE 1 � w z Lu 0O u C \ ' ± 22630 SF 20' I SDMH 2 --►1�1 n'II~I �_ I(I 111 I \ p °C � a a CL CURB&GUTTER LOCATION > u0 aEf \ \ RIM:2705.00 p I I I� I f N O Q d H °u \ O 12"N INV IN:2701.06 \ 12"E INV OUT:2701.24 II • � / \ 25 I \ • I 5'OF 12"PVC @ 0�22% J \ \ N 7'OF 12"PVC @ 0.22% � � � V I � \ fT I o 20'OF 12"PVC @ 0.22% \ N co \ \ I Ln (D l� CB 1 25 • \ \ N R :2704.75 \ Qp • a \\ I I \ \\ /�,18,- W \ 12"NE INV OUT:2701.2323 SDMH 1 \ \ 26' c� RIM:2705.31 \ \ �O • \ p . 12"SW INV IN:2701.19 \ \ 6A6 c I O N 12"N INV OUT:2701.11 , \ \ - \\ \ _d \ O \ \ r / 0 uu I 1T \ z \\ W E 1714 cn \ \ 10' I 1 S 0o Ij \ y, \ \ - - - — J rI 3LL \ \ W Nam \ • � ^ N a m \ / N z m � /\ I � / a T❑T 40' 20' 0 40' PROPOSED FUTURE MB I CURB&GUTTER LOACTION I — — 1 I \ (n \ _ _ — — — — _ U �FROPOSED FUTUREm MEN-- _ CURB&GUTTER LOACTION \� r / -� \ SCALE: 1" =40' N u _ _ — — _ _ -.,.v z L1J igNZ/ > Lu t , OHP LAMP _ - - - _ - - - OHP OHP OHP OHP — OHP _ �61 FP- OHP OHP �1fiP — /� — w 3 I / Q \ / o v aaaaa� a m 00 N l0 C m ti m u r m / A� W 0 m J i v W V Y W Lu Q C7 H a Ll cn z 0 o a > 0 0 o S N uw cc V N W Z p L_ V) O _ Q s V / m w 0 v m � m O 0 u N < L 0 0 ^I N ~ � m a t Naj u iLu H � C Ul N � O % F z w � m w w U Tv = w N = LL LL N M w L O ON 10 � oX w z� oLn �< Vo MONO a < w �_ u N o o w = on o O J a� M cU w .� G `° s = to. m c v m Z ° v c to v Y c O � o to 3 v v w C W aL0 u Y CM O w Q ° o 0 a on s ro . V I 11 m O ° Yo w 261 3LL it L 1 I t r , w z 0 w = Q N L.f) 5 � w / L Y�N u D � d N o v -fF PROPOSED FUTURE I \ T \ I \ / W E / I CURB&GUTTER LOACTION7 PROPOSED FUTURE \ ` ❑ — J / \ // / CURB&GUTTER LOACTION '3� r �' -� \ / �© // S I 77 I M 0 H P L �HP OHP OHP OHP 0HP- 0 H P -lOttP- OHP q1ZInZ 40' 20' 0 40' SCALE: 1" =40' VICTORY LANE 2720 2720 z 0 a 2718 2718 V) Ln z Lu 0 2716 2716 N w 2714 2714 2712 2712 2710 A2710 Lu m _ - - - Q 7 2708 _ _ _ - - - 2708 0 - - - - - C 2706 - - - - - 2706 a a a a a m 2704 _ - - - - 2704 bn - - - - 00 o - - 2702 - - - 2702 N l0 C m m 2700 2700 u r N 2698 2698 W 2696 2696 LW V Y W y 2694 2694 Q Lu ° Z Q) EX: 12" W L Q SSMH #1 2692 STA=0+20, 0.00' 2692 0 = RIM=2700.85 SSMH #2 00 2690 8" E INV OUT=2688.82 STA=4+96.18 0.00' 2690 Q O ~ RIM=2707.05 EX SSMH W > W 8" W INV IN=2686.92 STA=8+96.18, 0.00' Z Lu 47610 8" PVC @ 0.40% 8" E INV OUT=2686.82 RIM=2710.68 2688 LL O =2688 10" W INV IN=2685.22 O LL CL 12" N INV OUT=2685.15 Lu Li 400' OF 8" PVC@ 0.40% " S INV IN=2685.22 = Q m 2686 2686 Q 06 c V z w C v v 2684 2684 a a � m to t N u i o W ai 2682 2682 Q 2680 t 2680 w 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+20 w w a T v = Lu a c/� 2 Ln LL LL