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HomeMy WebLinkAboutPre-Plat V1APPROVED 0 12s 22 LEGEND — — — — — PROPOSED BOUNDARY LINE RAN ROAD RIGHT-OF-WAY SECTION LINE ROAD CENTERLINE 1 LOTNUMBER 1C COMMON LOT NUMBER 72COMM COMMERCIAL LOT NUMBER Lit BLOCK NUMBER NOTES 1. BUILDING SETBACK AND DIMENSION STANDARDS SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN. 2. A GENERAL UTILITY, IRRIGATION, AND DRAINAGE EASEMENT OF 10 FEET WILL EXIST ALONG ALL FRONT AND REAR LOT LINES PER CITY OF MERIDIAN SUBDIVISION CONSTRUCTION REQUIREMENTS. 3. THERE ARE NO KNOWN FLOOD PLAINS OR FLOODWAYS IN THE PROJECT AREA. 4. INDIVIDUAL PRESSURE IRRIGATION SERVICES WILL BE PROVIDED TO INDIVIDUAL LOTS. PRESSURE IRRIGATION WILL BE CONNECTED TO A PROPOSED PUMP STATION LOCATED ON THE NORTH 40 ACRE PIECE OF THE PROJECT. THE SYSTEM IS TO OWNED AND MAINTAINED BY THE NAMPA-MERIDIAN IRRIGATION DISTRICT. 5. DESIGN INFORMATION SHOWN HEREIN IS PRELIMINARY AND SUBJECT TO CHANGE BASED ON FINAL DESIGN AND AGENCY COMMENT. 6. REFERENCE ZONING SHEET C1.1 FOR ZONE/USE BREAKDOWN (D CW1/16 I O PRELIMINARY PLAT FOR VANGUARD VILLAGE SUBDIVISION A PORTION OF SECTION 15, TOWNSHIP 3 NORTH, RANGE 1 WEST BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO 2021 n C' NO MIJ ``N �.' jr j ♦�1 � il► f �i�r��.�Y�PrrL�Rii': ^ll�ah��='^'�!I �\ 10 � - O� 11 SW1116 12 - I CS1/16 E INTERSTATE84 13 0 125 250 500 750 SHEETINDEX C0.0 COVER C1.0 OVERALLLAYOUT C1.1 ZONING LAYOUT C1.2 LOT DIMENSIONS C1.3 LOT DIMENSIONS C1,4 LOT DIMENSIONS C2.0 SITEPLAN C2,1 SITEPLAN C2.2 SITEPLAN C2.3 SITEPLAN DETAILS C2.4 SITEPLAN DETAILS C3.0 EXISTING CONDITIONS C3.1 EXISTING CONDITIONS C3.2 EXISTING CONDITIONS C4.0 CUP UTILITY PROFILE OVERALL C4.1 CUP UTILITY PROFILES C4.2 CUP UTILITY PROFILES KLIN ROAD 1 I 1 1 1 , INTERSTATE 84 VICINITY MAP SCALE: 1" = 1,200' SITE DATA OWNER MERIDIAN 118 LLC. 3005 W HORIZON RIDGE PKWY STE 141 HENDERSON. NV 89052 DEVELOPER MERIDIAN 118 LLC. 3005 W HORIZON RIDGE PKWY STE 141 HENDERSON, NV 89052 ENGINEER JOHN CARPENTER P.E. T-O ENGINEERS, INC. 332 N BROADMORE WAY NAMPA, ID 83687 PH: (208) 442-6300 SURVEYOR ROB O'MALLEY, P.L.S. T-O ENGINEERS, INC. 332 N BROADMORE WAY NAMPA, ID 83687 PH: (208) 442-6300 ROADWAY JURISDICTION ADA COUNTY HIGHWAY DISTRICT SEWER & WATER DISTRICT CITY OF MERIDIAN SCHOOL DISTRICT MERIDIAN JOINT SCHOOL DISTRICT 2 IRRIGATION DISTRICT I NAMPA MERIDIAN IRRIGATION DISTRICT SURROUNDING SUBDIVISIONS KEYNOTE SUBDIVISON NAME BOOK PAGE ❑1 BARAYA SUBDIVISION NO 4 118 18215 ❑2 BARAYA SUBDIVISION NO 3 116 17630 ❑3 BARAYA SUBDIVISION NO 5 - 18930 4❑ BARAYA SUBDIVISION NO 6 - 18935 SURROUNDING PROPERTY OWNERS (300') KEYNO�TE PARCEL NAME ADDRESS EXISTING ZONING C S1215223101 ORUP HANS I & SONDRA A 1984 TRUST 18153 BANCROFT AVE MONTE SERENO, CA RURAL -URBAN TRANSITION (RUT) //J 95030-4102 _ S1215223400 VIPER INVESTMENTS LLC 1977 E OVERLAND RD MERIDIAN, ID 83642 MEDIUM -HIGH DENSITY RESIDENTIAL (R-15) �`6 1 7 S1215233600 BLACKCATI LLC PO BOX 1968 EAGLE, ID 83616 RURAL -URBAN TRANSITION (RUT) C/\8/ S1215325435 ENDURANCE HOLDINGS LLC 1977 E OVERLAND RD MERIDIAN, ID 83642 RURAL -URBAN TRANSITION (RUT) 1 9 \ R8975820300 VALDEZ JOSE L 4530 W VAQUERO LN MERIDIAN, ID 83642 ESTATE RESIDENTIAL (Ri) 10/ R8975820350 PENINGER DONALD M 4482 W VAQUERO LN MERIDIAN, ID 83642 ESTATE RESIDENTIAL (R1) �11 R8975820400 MYRE ERIC 4434 W VAQUERO LN MERIDIAN, ID 83642 ESTATE RESIDENTIAL(Ri) 8 S1215346650 MARJI LAURA 4390 W VAQUERO LN MERIDIAN, ID 83642 ESTATE RESIDENTIAL (R1) 13 S1215438455 JOHNSON TUCKER 372 S EAGLE RD # 328 EAGLE, ID 83616 ESTATE RESIDENTIAL (R1) HIGH DENSITY EMPLOYMENT (H-E) 14 S1215417409 HOTEL-SLC LLC 16155 N HIGH DESERT ST NAMPA, ID 83687 COMMUNITY BUSINESS (C-C) TRADITIONAL NEIGHBORHOOD - CENTER (TN-C) 1 15 S1215131400 HOTEL-SLC LLC 16155 N HIGH DESERT ST NAMPA, ID 83687 COMMUNITY BUSINESS (C-C) EHQ SS\ONAL 0\ T ERF /�F� a ' J Op 8 56 s,,11/17/21�0 qlf `�O OF 0 F� G. CAR? N =ow>w w w U) Zoo w z O z O Y a> a Oo�OfuQofQ _5 O w U Y U U a U O Q L o O Z N�1 LL Z Z z z O O_ a C G _ > W u J o NW 0^ LL In N w Z O O Q z w r W g of a Z ir W 06 } O 7 n w_z O ?) p7 W Y 'n r W "0' '0W O {.I > [if co 3: w O of Z ::::) 2OZ 3 <a W '0 o Q C6 [ifO_ Q 0 of a WZ W �c O• 0 z 00 CL 2 o � I• U Z Q ° > Lu M Z o O W Z m � W O cf) Z m Z! O o = U a W O Q LL. J J_ ^Q LL W N L 1_ O Cz_ Q U G J V LLNu L.1_ z a ATTENTION: 0 1/2 1 IF THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 1/2" ON 11x17 SHEET, THEN DRAWING IS NOT TO SCALE DATE: November 17, 2021 PROJECT: 190580 SHEET: CO.O No Text No Text No Text No Text No Text APPROVED 0 125,22 PROPOSED TRASH -\ COMPACTOR 6 \ ✓ 46' 46' COVERED PARKING 1 G 66' C I 3 26• 10-CAR GARAGE I I \\1 v 26' 10-CAR I GARAGE/ O // I NI 26' L- G l S of COVEREE PARKING z of 26' STORMTECH L COVERED PARKING I U I COVERED IIiww pgRKING IL lol 10 I3II I I G 26' I I r- Z 21• z I yI of IY a of IWI OUI OI I RIM=±2561.8; 3 RIM= ±2558.9' M 04.1 RIM- ±2558.2' INV= ±2543.6'- - - - - - - - - - - - - 8 S 26' 'S g^S RIM=±2557.9' INV= ±2540.1' RIM= ±2558-0' RIM= ±2558.1' INV= ±2542.3' INV= +2541.0' 3 3 46' 4 za' 4 N 26' � 4 4 3I 01 RIM=±2558.0' RIM=±25594- STORMTECH ------ 8"�-- - INV- ±2541.3' - -------�„� INV=±2539.9' I SD 26' S 2'S _ 4E - RIM=+2558.8' 26' 7 INV= ±2542.1' 2T 24 RIM=±2559.0' 29' 7 3 7 INV= ±2539.4' 3 4 3 C: 12"W 2" 1 w 1r'w 36 CORAL REEF WAY 59' I �v \6 c G COVERED C PARKING B/ _RIM \2560. AV\1' \\ // INV=±2543.9' RIM= ±2560A INV= ±2544.2' 5 3 1IF 4 SD ��RIM=±2560,2'j 3 INV= r2542.7 151�W W 123 26'- MAHONIA LANE- RI M=±2560.6' 3 INV= ±2543.7' 5 26 5 '>- SD-26-30' 3 RIM= ±2560.9' INV= ±2543.2' -53- 12" k67M= ±2561.0' INV=±2541.5' 1141 I� �31 3 ©LMJ7 15' 3 c 8 Z co m 0 acl) m Cn 5 r RIM=±2562-0' 3 CONNECTION POINT -- EXISTING MH (� - INV: 2537.31 RIM=±2557.2' Q INV= ±2537.7' 'f•% i 2 \� STORM (WETPOND) 2 I RIM= ±2557.7' INV= ±2538.2' Q I RIM =±2557.5' INV= ±2538.5' RIM= +2557.7' INV= +2538.7' STORM FOREBAY J I 12"W I o I O 3 RIM=±2560.6' INV=±2544.6' -�r 1J II•I N 3 �I I, On c Z m 0 � O Z 5 7 D v 3 RIM 1. 1 1 11 ZINV=±2544.3' 3 M 3 �15 5 7 C23 5 30' 21' 3 14' 26' 43' � 0 O 15' 15' 4 3 RIM= +2563.0' INV= +2545.4' L 4 5 I W 10-CAR - O C 26 GARAGE RIM=±2562.6' RIM=+ 5627' RIM=±2563.4' S INV=±25494' INV=±2548.5'-INV= ±2547.1' �3 26' RIM=±2563.3' V W - INV= ±254TU 8"S -66' 8„S -26, - - - --- -- - ------ - -. - S_TO_R- - - STORMTECH MTECH RIM= ±2564.0' PROPOSED COVERED I - TRASH \ -I PARKING COMPACTOR ` 21' COVERED G G. 66' G \ C PARKING II PROPOSED G I � 6 RIM=±2560.2' INV=±2545.2' j46' 1 \ / RIM=±2560.3' INV=±2545.3' II 44' 30i II j 4 i1 c D li 5 C D = U O 28' O 0� ❑ r m �I 11 I 3 5 II II II \ \" INV=±2545.4'r ` � f / \ EXISTING 7 4 GAS EASEMENT C \ Fc \ \\ C s 5 5 /\ RIM= ±25623' INV=±2546.5' C 26' 6 Q PROPOSED' PROPOSED L PROPOSED PIPING PUMP STATION C IRRIGATION ". PI IRRIGATION �,. _ 4 �� OF BOX IR _ P BOX COVERED MARVIN LATERAL C23 �FI PI 35' IRRIGATION EASEMENT IR PARKING 25'LANDSR4PE PROPOSED IRRIGATION BUFFER STRUCTURES O 12"W RIM= ±2565.1' _ ".. 12"W INV= ±2548.5' 12"W 12"W PAN 1 'W z w PROPOSED - - - - VANGUARD WAY- - -3T - - IRRIGATION PROPOSED STRUCTURE I IRRIGATION STRUCTURE IR IR R IR PROPOSED IRRIGATION F _ _ _ _ STORM - STORM PROPOSED STRUCTURE - - - - - - - - - - - IRRIGATION STRUCTURE I a I SEE SHEET C2.1 __ PROPOSED L-/-IRRIGATION STRUCTURES 3 I 12"W C IR 3 0 40 ® 160 240 I SEE SHEET C2.1 SEE SHEET C2.2 I INTERSTATE84 SITE KEY LEGEND - - - - PROPOSED BOUNDARY LINE RIW ROAD RIGHT-OF-WAY - - - SECTION LINE W PROPOSED WATER LINE SEW PROPOSED SANITARY SEWER LINE SD PROPOSED STORM DRAIN LINE PI PROPOSED PRESSURE IRRIGATION LINE IR PROPOSED GRAVITY IRRIGATION LINE o PROPOSED SANITARY SEWER MANHOLE - PROPOSED STORM DRAIN MANHOLE u PROPOSED TRASH ENCLOSURE NOTES 1. SHOWN SEWER INVERTS AND RIMS ARE APPROXIMATE AND ARE SUBJECT TO CHANGE DURING FINAL DESIGN m �J mPARKING TABLE - NORTH OF VANGUARD WAY TOTAL NUMBER OF UNITS 552 UNITS D TOTAL PARKING REQUIRED 1,049 STALLS Z TOTAL COVERED PARKING PROVIDED 195 STALLS TOTAL NON -COVERED PARKING PROVIDED 389 STALLS TOTAL GARAGES PROVIDED 470 GARAGES TOTAL PARKING PROVIDED 1.054 STALLS PROPOSED - IRRIGATION -� STRUCTURES / u I I I \ c I STORM 25 m m BUILDING SIZES BUILDING TYPE BUILDING SIZE (SF) NUMBER OF BUILDINGS UNITS PER BUILDING G 22,059 9 16 3 10.008 18 6 4 11,719 11 8 5 14,362 12 8 6 8,742 5 4 7 5,634 4 4 SS\ORAL ENS z ¢� 8d56 O s 11/17/21 0 • ✓� 9lP OF yNC• CARP U ww N w w ZN�o =o� Z Y a > a O N O K 3 2 U a Q Up w U 2 O U m 0 7 U a O w I O O Z Z z z Z O C O a G � _ LU w J � o W Of LL in w 2 O 1� 11 Z > W Q wU a Z wm W °`K } � m w z a� w =Q UJ O wO 3 w O p Z � 22 3 as or) oa W O � 0 W z w O Z m 2 o O Q � > o LU M Z O of C7 Z o J v � w O Z m Z O O = U rl W LL J J_ ^< Q Q W \ � Z G /�D VJ!~/^� J V W z ATTENTION'. 0 112 1 IF THIS BAR DOMEASURE 1" ON 2204 SHEET or 112" ON 1lx17 SHEET, THEN DRAWING IS NOT TO SCALE DATE: November 17, 2021 PROJECT: 190580 SHEET: C//�L.O APPROVED 05125,22 I PROPOSED IRRIGATION BOX PROPOSED IRRIGATION - STRUCTURE I L-L PROPOSED � PI IRRIGATION P BOX - 35- IRRIGATION EASEMENT - 12 W II L PROPOSED PIPING OF COVERED MARVIN LATERAL PARKING _25'LANDSCAPE BUFFER RIM= ±2565.1' 12"W INV- ±2548.` 12"W 12"W — — — — VANGUARD WAY- — — — PROPOSED IRRIGATION � STRUCTURE 1I77 R IR U R IR PROPOSED _ _ '- IRRIGATION F _ _ _ _ STORM STORM \ PROPOSED _ STRUCTURE _ _ _ - - - - - - - - - - - - IRRIGATION J STRUCTURE a E1 E2 Irt� 1 I � I�I STORM 1 STORM 1 1---—————— — — — — —— 1 I -----------ST(;RM----------------1 SEE SHEET C2.0 w < > z > G) m 0 z i 11 � I w _ ±2566.6' U INV= ±2550.3' I0I w 12"W 2' 52' PROPOSED IRRIGATION � STRUCT� ES F I I I I STORM 25' I 25' I I I � I � \ C I F8 H1 `PROPOSED - IRRIGATION STRUCTURE 25' 9 C \ —�- 6 � C2 3 \ W RIM =±2566.1' PROPOSED , INV=±2554.8' IRRIGATION STRUCTURE I P1 \ P\ 0 \ D1 Nm O RIM=±2568.1' n INV= ±2555b' 1_ - - - - STORM - - - — O 25' 27' 0 O O I `15- is, C=Q�O O�ac 25' RIM=±2573.0' - - - - -------------INV=+2557.0' STORM --- --- - - - - - - (� O C �� PROPOSED �Uf� �1255'''I IRRIGATION � O O R BOX X PROPOSED i (- IRRIGATION IR \ BOX -X r PROPOSED C PIPING OF - MARVIN LATERAL IN7-ERSTATE8 4 X X—� CONNECTTO 11' MARVIN LATERAL BOX XiX DEMO WEIR BOX X X— A= ±256811 .4' J= ±2552. 1' 11 11 11 11 ©ll 3 I 1 1 I I I I F3 I I I I I I 1 I 1 1 I _I F4 PROPOSED IRRIGATION j STRUCTURE PUMP C STATION �PROPSED � I RRIGAOTION PI STRUCTURES 0, 1 'W —37' - - I - PROPOSED IRRIGATION STRUCTURES I C \ F1 I I I I EXISTING 75' GAS EASEM EN I _ I I I I I I 1 1 1 1 I I I I F7 PROPOSED IRRIGATION STRUCTURE I F2 101 I I I°I I I Aj I 1�1 F6 101 I I I I I I I I I I I 1 1 1 F5 I I I I 1 L SEW _-q RIM- ±2568.0' --� I N V= ±2552 PROPOSED IRRIGATION STRUCTURE I I O I 1 0 I I I I ICI O 1�1 I I I I I I I—J RIM= ±2565.5- I NV= ±2553.6' RIM= ±25 INV= ±2552,9'2.9' D3 Ln m m m m c� N N rN 0 40 80 160 240 SEE SHEET C2.0 I I INTERSTATE84 SITE KEY LEGEND - - - - PROPOSED BOUNDARY LINE R/W ROAD RIGHT-OF-WAY SECTION LINE W PROPOSED WATER LINE SEW PROPOSED SANITARY SEWER LINE SD PROPOSED STORM DRAIN LINE PI PROPOSED PRESSURE IRRIGATION LINE I PROPOSED GRAVITY IRRIGATION LINE o PROPOSED SANITARY SEWER MANHOLE - PROPOSED STORM DRAIN MANHOLE o PROPOSED SAND AND GREASE TRAP EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR NOTES 1. SHOWN SEWER INVERTS ARE APPROXIMATE AND ARE SUBJECT TO CHANGE DURING FINAL DESIGN 2. REFERENCE LANDSCAPE PLANS FOR PARKING COUNTS AND BREAKDOWN BUILDING SIZES BUILDING TYPE BUILDING SIZE (SF) E1 22,000 E2 22,000 E3 27,500 E4 27,500 E5 92,500 E6 107,000 F1 26,000 F2 23,800 F3 5,000 F4 15,000 F5 0,000 F6 10,000 Dl 30,000 D3 100,000 H1 241.180 SS\OH AL ENo E` pSTE? XyF Z O ¢� 8d56 sf11/17/21�0 ✓� 9lP OF G. CARP `) N w w Z U ry U M w �w w z Y a > a O N U � U < < U O w U UU U 0 m 0 7 U < O w O LL O Z I Zz z z o O a L E _ > LU J � o W Of a_ inU w 2 o Q z > W Q w U a Z W a8 } m w Z <� w < W m O w O w x O 0 a< z or)oa o0- W rri <❑ �< oo� - w z W Of< O. O � LU Z m 0- o 0 Q Lu N Z O w C7 M U Z o J w O U) Z m Z O O = U d W ATTENTION'. 0 112 1 IF THIS BAR DOES NOT MEASURE 1" ON 2204 SHEET or 112" ON 11X17 SHEET, THEN DRAWING IS NOT TO SCALE DATE: November 17, 2021 PROJECT: 190580 SHEET: C2.1 APPROVED 0 125,22 cn m m Ln m m L7 N 12""VANGUARD WAY 12"W EW RIM- ±25 25' LANDSCAPE 79 INV= ±2555,8' 5.8' R/W BUFFER PROPOSED IRRIGATIONFF STRUCTURE GI II — — — — STORM I b I n- 27' ------STORM-----I 28.69 ---- ----JO AA 25 89' 24.76' W 36' STORM � I \\ \ UO �44 I s \\ Ri \ \ - - PROPOSED IRRIGATION STRUCTURE 27' - - - 25 l rk1 R RIM- +2567.0' INV- ±2552.7' 3I, G2 C� RIM= ±2567.1' INV= ±2554.6' C —RIM=±2565.6' _ INV=±2551.1' 12"W SEW _SEW - - - - PROPOSED IRRIGATION STRUCTURE A2 K W 2 r r cn G3 A3 RIM- ±2568.1' INV= ±2555.8' 25' 131 IR J u 44' LAL-/ 3: 1 STORM 0 as ��jjJJ a 25' 25' I STORM I A4 STORM SEW 25' =RIM-±2568.1' (T� INV=±2557.7' 133 25' �\ ;'4 C2 3 RIM- ±2569INV= ±2557 W n ^ 36' 4 EXISTING 75' - - - � - w - I \ O GAS EASEMENT ul\u STORM a �__ F-1 OoO��o GI a �0 000 0 II I I RIM=±2574.9' C_� � D ,--, �= *zsseINV=r I o \"I 1�IUII I I 44 � c C2 0;20 I - x— "— �--�_— G' \ \ 25' c a SEW LEGEND — - - - - PROPOSED BOUNDARY LINE RIW ROAD RIGHT-OF-WAY SECTION LINE W PROPOSED WATER LINE SEW PROPOSED SANITARY SEWER LINE SD PROPOSED STORM DRAIN LINE PI PROPOSED PRESSURE IRRIGATION LINE IR PROPOSED GRAVITY IRRIGATION LINE o PROPOSED SANITARY SEWER MANHOLE PROPOSED STORM DRAIN MANHOLE o PROPOSED SAND AND GREASE TRAP EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR BUILDING SIZES BUILDING TYPE BUILDING SIZE (SF H1 241,180 G1 24.000 G2 12,200 G3 21,000 Al 18,000 A2 14,400 A3 21,600 A4 6,500 B 1 4,800 B2 5,000 63 20,000 Cl 80,000 C2 80,000 D2 60.000 0 40 80 160 240 F - - —1 SEE SHEET C2.0 I I I SEE SHEET C2.1 SITE KEY NOTES 1. SHOWN SEWER INVERTS ARE APPROXIMATE AND ARE SUBJECT TO CHANGE DURING FINAL DESIGN 2_ REFERENCE LANDSCAPE PLANS FOR PARKING COUNTS AND BREAKDOWN INTERSTATE 84 O m 0 0 SS\OHAL ENC E` �g1STEgE Z ¢� 8d56 O sl 11/17/21 0 .� ✓� 9lP OF AMP DN� G. CARP LL U) N w w Z N o= = o w> w w a > a O Z Y �� <ae�<°< Up w U Y Uu U m 0 7 U Q O w LL a0 O Z 1 Q Z Z z o O a _ LU W J � o NW�/ Of LL in LE LEo 2 Q z > W Q w U a Z W Z � Q w = a O} W O w O ZT w > 02p a z � oa W 6 <0 1a co� - w z W < O • O � ILL,= z °°� o ,a LU M z 0. U M )2i Z o � w o a z m z O o = U rl W ATTENTION'. 0 112 1 IF THIS BAR DOES NOT MEASURE 1" ON 2204 SHEET or 112" ON 1lx17 SHEET, THEN DRAWING IS NOT TO SCALE DATE: November 17, 2021 PROJECT: 190580 SHEET: CL.L No Text APPROVED 0 125,22 R R 20'LANDSCAPE BUFFER 20'LANDSCAPE BUFFER 10' PUDI EASEMENT 41' RIGHT OF WAY 10' PUDI EASEMENT 8' LANDSCAPING& 8' LANDSCAPINGB 10' SIDEWALK ROADSIDE SWALE 13' 13, ROADSIDE SWALE 10' SIDEWALK 1l' TRAVEL LANE 1 V CENTER LANE 11' TRAVEL LANE 2% TYP 2 % TYP io 0 0 0 0 6" VERTICAL CURB AND GUTTER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18'LANDSCAPE BUFFER 6" VERTICAL CURB AND GUTTER i VANGUARD WAY W/O PARKING n SCALE NTS `F VANGUARD WAY W/ PARKING n SCALE.NTS J TYPICAL 2-LANE COMMERCIAL W/ PARKING n SCALE:NTS O 15' 1 7' 1 8' 12" STORM DRAINAGE 8" SANITARY SEWER TYPICAL 2-LANE RESIDENTIAL W/ UTILITIES n SCALE NTS 18'LANDSCAPE BUFFER SS\ORAL ENS 4` �01STEgF Z, O 8 56 sf11/17/21�0 • ✓�9lP OF \,P�� yNC• CARP `) N w w Z U ry_ = O w w w a > a O O Z �" 0 Y O a a UO w U Y UU U m 0 7 U Q O w L O 1— O Z LL Z z z O C O a G � _ LU w J � o W Of a_ inw U 2 o R Z U W Q of U a z W °c } m w Z on a� W =Q co w o w o O w O a Z � oa ¢ �0- W ui Q❑ �a � 0-- w z w Of �z Q Z m � oo > o Lu Z ow C7 M U 2i Z o J � U) w O Z tt Z O O = U rl W O Q I J J < J J i W LL QJ Q � Z Z_ Q J n J V w Lu Z Cn d Q ATTENTION'. 0 112 1 IF THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 112" ON 1lx17 SHEET, THEN DRAWING IS NOT TO SCALE DATE: November 17, 2021 PROJECT: 190580 SHEET: C2.4 (jyfE ID$ IAN_- APPROVED DATE: OS/25122 HIE NUMBEA'. EXISTING IRRIGATION - STRUCTURES — — — — — — — — — — — — — — — - — - — \ EXISTING EXISTING SSMH \ \ \ CULVERTS INV.XXXX.XX \ \ \ \ Iz \\ \ \ \\ \ I II \ \\ \ EXISTING \ I II \ I \ \ I X \ c ` z ` I A \ \ m o I z I I \\ C \ I 75' GAS EASEMENT \ I ` 24" GAS MAIN 1 I \ \ I \ \ I 22" GAS MAIN ` I \ c II \ \ 35'MARVIN LATERAL EASEMENT / \\ 2560 G• `\ IrZr'' I D / \ \ In Im ` \\ I z ID ` \ I I \ m \\ G \\ A \\ \ r I z I I \ EXISTING \ C \\ EXISTING CULVERTS 35' MARVIN -. CULVERTS \ LATERAL MARVIN LATERAL— EASEMENT — — — — — \ — — — EXISTING — — — —_ _ MARVIN LATERAL -- CULVERTS EXISTING PRIVATE DRAIN- _ \ \ \ \ amp \ I \ - — — -- -- -- -- \� I EXISTING CULVERT I I I I I ` I I I I I I I I I I I, I I I I I I I I I I I I I I I I / I� I I I I I I I I I, I I I I I I I 0 40 80 160 240 llllllll) ���� SEE SHEET C3.1 SEE SHEET 7C3.211 �I II INTERSTATE 84 SITE KEY LEGEND — — — — PROPOSED BOUNDARY LINE — — — — — — — — — — — — EXISTING EASEMENT EP EXISTING EDGE OF PAVEMENT — — — — — — — — — — — — — — EXISTING GRADE BREAK X X X EXISTING FENCE W EXISTING WATER LINE IR EXISTING GRAVITY IRRIGATION LINE OHP EXISTING OVERHEAD POWER 75go ` _ EXISTING MAJOR CONTOUR i 2592 _ EXISTING MINOR CONTOUR FOUND ALUMINUM CAP ® FOUND 518 INCH ROD FOUND CHISELED "X" EXISTING POWER POLE QQ EXISTING SANITARY SEWER MAHOLE EXISTING NATURAL GAS MARKER E-- EXISTING GUY WIRE wv EXISTING WATER VALVE ID EXISTING FIRE HYDRANT EXISTING POWER JUNCTION BOX -'- EXISTING LIGHT POLE �— EXISTING FLOW DIRECTION EXISTING CANAL/DITCH FLOW DIRECTION Etc S5&AAL 4E �01STfgE Zp 4 8f6 s�. 11 /17/21 ro OF hyC CAP?�� /� V i N w Z w N W Z _ z O Z z z O O w w a W w > a O 0 2 x 3 y a¢ a W U O U a U UO m 0 , O m Q m EL O 11 Q O O Z Z z z Z o O a C — G _ > w J o NW�/ LL a- N U) W 5 of a z Ee W *6 L7 co 2>_ <wz w O W M u 'n {i > � 0 g� JW Z as W OQ Da a vi w ¢ 0 p- � Wz O Z Mw� o O F c� zQ o >o LZU z a 8 w U M 2 Z o (, J N w o N z m Z o O = U a W LL Z o J O < QJ a Z 'Apr' O CZ Q (7 G Z w (n a < W ATTENTION' 0 112 1 IF THIS BAR DOES NOT MEASURE 1"ON 22x34 SHEET or 1/2" ON 11x17 SHEET, THEN DRAWING IS NOT TO SCALE DATE: November 17, 2021 PROJECT: 190580 SHEET: AL �jQ�ERO)IANg•• APPROVED DATE: 0525/22 FIE NU''�KR'. za ioosi 3 0 R ! J 0 40 6� 160 240 I SEE SHEET C3.0 SEE SHEET C3.2 I INTERSTATE 84 SITE KEY LEGEND — — — — — PROPOSED BOUNDARY LINE — — — — — — — — — — — — — — EXISTING EASEMENT EP EXISTING EDGE OF PAVEMENT — — — — — — — — — — — — — — EXISTING GRADE BREAK X X X EXISTING FENCE W EXISTING WATER LINE IR EXISTING GRAVITY IRRIGATION LINE OHP EXISTING OVERHEAD POWER i 2580, _ i EXISTING MAJOR CONTOUR i 25k, EXISTING MINOR CONTOUR 8 FOUND ALUMINUM CAP ® FOUND 5/8INCH ROD FOUND CHISELED "X" �) EXISTING POWER POLE EXISTING SANITARY SEWER MAHOLE EXISTING NATURAL GAS MARKER E— EXISTING GUY WIRE EXISTING WATER VALVE ,S,VQ EXISTING FIRE HYDRANT ® EXISTING POWER JUNCTION BOX EXISTING LIGHT POLE -- EXISTING FLOW DIRECTION EXISTING CANAL/DITCH FLOW DIRECTION 856 _p sj11/17/21�0 �lF 'gyp OF SyC CA?V Uw� i w N % w Z z �n w N Z 0 m W Z° d> Z O3 Z 0 cYi l a O W U U U a U U W O L Q O F— O Z ��1 LL Z Z O O a C � G _ > w y J � o Lu �/ LL a- cn ix 2 YI w U Q Z N W a Ir w 0 W Z z ar W ui W 7 w W Z 1 2. ca W � oa ° a vi Q 0 o � w Q O O Z m� m � Q F C7 Z Q m > o w ,,,Z Ow U. ch U Z c J N � N z m Z O O mo. W LL_ Z LL J O < 7Q Z 'Apy r' O r) �V CZ Q G D Z LLJ a < W ATTENTION' 0 112 1 IF THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 1/2" ON 11x17 SHEET, THEN DRAWING IS NOT TO SCALE DATE: November 17, 2021 PROJECT: 190580 SHEET: C3.1 (2yfE ID$ IAN_- APPROVED DATE: 05/25/22 HIE NUMBER'. mi000i 50' MARVIN LATERAL EASEMENT ,1 I I I �I I �—x— — EXISTING IRRIGATION STRUCTURES I � � ————————————————— — — — --— — — ------ =--- -- ---- EXISTING PRIVATE DRAIN _ EXISTING PRIVATE DRAIN EXISTING �` - - - - -_- - EXISTING CULVERTSCULVERT \ J I \ / I \ \ m z \ \ m \ 1 D / ^ I \ \ \\ G \ - - - - - - - / \ \ J --257, --a------------------\ C 24" GAS MAIN EXISTING \ \ IRRIGATION 22" GAS MAIN \ \ DITCHES - 75' GAS EASEMENT EXISTING STRUCTURES �— � z I \ \\ m I -- " \ \ III _ ---\\ c --\� EXISTING EXISTING - \ _ STRUCTURES IRRIGATION _ \ PIPE01 -- �n,- �x \ \ C• \�` /l W EXISTING WELL X— EXISTING IRRIGATION STRUCTURES INTERSTATE 84 \ 0 40 © 160 240 I SEE SHEET C3.0 SEE SHEET C3.1 �— INTERSTATE 84 SITE KEY LEGEND - - - - PROPOSED BOUNDARY LINE - - - - - - - - - - - - - - EXISTING EASEMENT EP EXISTING EDGE OF PAVEMENT - - - - - - - - - - - - - - EXISTING GRADE BREAK X X X EXISTING FENCE W EXISTING WATER LINE IR EXISTING GRAVITY IRRIGATION LINE OHP EXISTING OVERHEAD POWER 25ao, - EXISTING MAJOR CONTOUR 2592 - EXISTING MINOR CONTOUR FOUND ALUMINUM CAP ® FOUND 518 INCH ROD FOUND CHISELED "X" EXISTING POWER POLE Q EXISTING SANITARY SEWER MAHOLE EXISTING NATURAL GAS MARKER E-- EXISTING GUY WIRE EXISTING WATER VALVE ,yVID EXISTING FIRE HYDRANT EXISTING POWER JUNCTION BOX -'- EXISTING LIGHT POLE �— EXISTING FLOW DIRECTION EXISTING CANAUDITCH FLOW DIRECTION SS\001. C4,, 4F �O%STE 0 856 s� 11 /17/21 ro OF hyC CAP?�� w w cN z N N _ Z M O y W a W D W O 2 Er3Q W a¢ a O w U y 0 2 U a U U 0 I..L O Z I Z z z Z o a _O > E _ > w J � o NW L^.L LL (n O w z vi W g of a Ee W z 05 >-r, W Z GOf QO W �Y °22 Eu a N > 0 0 j � 0 Z W 0Q Q Q Da W, a vi ¢ 0 z w 0 Z mC g uz F c� zQ o >o Lu Z a Ow OnU 02 z o z o z m z O 0 U a ATTENTION'. 0 112 1 IF THIS BAR DOES NOT MEASURE 1"ON 22x34 SHEET or 1/2" ON 11x17 SHEET, THEN DRAWING IS NOT TO SCALE DATE: November 17, 2021 PROJECT: 190580 SHEET: C3.2 �jQ�ERmIANg•• APPROVED DATE: 05/25/22 {IIE NUMBER'. — p 8856 s� 11 /17/21 �o OF yNC• CARp�� K K W W V i N Z Er V ° _ z O W W W N Z Y l> l O 3 a ¢ a UO W U O U m O, U Q O W Q 11 O F— O Z 1..1� Z z Z O C O a Of _ > w J o W W cn w Z N W 5 W 0 a Ee W z Z } a� O 11 w z W � L- w W ° 'n r"0i N w w Z a ¢a W � oa ° w ¢- z z w O � Z m� m O Q F z a > s N ° 2' Z w NM Z 0 ° Ur M Z p � J N w O N z m Z O O = U a J J w ry Lu O Q > LL J O < J J J — a % LL Q n z Q W z Q U ATTENTION' 0 112 1 IF THIS BAR DOES NOT MEASURE 1"ON 22x34 SHEET or 1/2" ON 11x17 SHEET, THEN DRAWING IS NOT TO SCALE DATE: November 17, 2021 PROJECT: 190580 SHEET: C4.0 No Text No Text