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HomeMy WebLinkAboutPre-plat v Q p U - - - - - _ _ _ _ _ - PRELIMINARY PLAT FOR oM � 1/4 W. Pine Ave. .% Q 5 0 - - - _ - - ALEXANDERS LANDING SUBDIVISION � N S.9 SA O - - -� --� Curve Table Curve Table = - - - - - - w - - - - - - - - - - - - Curve # Radius Length Chord Bearing Delta Curve # Radius Length Chord Bearing Delta LOCATED IN A PORTION OF THE NW1/4 OF THE SW1/4 •i Z ~ 3 SECTION 10 T.3N., R.1W., B.M. z C1 100.00 8.27 8.26 S86'59'50"E 4'44'08" C26 770.00 11.05 11.05 S80'09'35"E 0'49'21" Z I - - - - - - - _ i MERIDIAN, ADA COUNTY, IDAHO � - - - - - - - - - - - - - - - - - I C2 100.00 29.02 28.92 S07'39'53"E 16'37'36" C27 185.00 3.98 3.98 S79'07'56"E V13'58" 2022 �_ a C3 100.00 13.16 13.15 S12*12'27"E 7'32'28" C28 185.00 37.10 37.04 S72'46'16"E 11'29'21" ■ Common Lots = CS I I C4 100.00 61.22 60.27 N70'53'54"W 35'04'37" C29 185.00 38.90 38.83 S61'00'10"E 12'02'52" W Z_ o I f1 f " f ff > " - II� w V Lot Area Type C5 303.50 139.78 138.55 N66'3315 W 26'2319 C30 185.00 45.08 44.97 S47'59 53 E 13'57 43 W LU BLOCK 1 Lot 4 OPEN 22028 OPEN SPACE �, �, „ , ,� W C6 888.50 158.14 157.93 N84'50 51 W 10'11 52 C31 185.00 17.54 17.53 S38'18 03 E 5'25 56 BLOCK 1 Lot 10 COMMON 3710 TEMP TURNAROUND C7 123.50 10.21 10.20 N86'59'50"W 4'44'08" C32 123.50 23.04 23.00 N83'05'34"W 10'41'17" ■� Z `j BLOCK 3 Lot 1 OPEN 1428 PATHWAY I Z w " " ff " IW Q I C8 123.50 35.84 35.71 N07'39 53 W 16'37 36 C33 123.50 33.87 33.76 N69'53 31 W 15'42 50 � o BLOCK 3 Lot 15 OPEN 10950 PATHWAY " � ui 7 I C9 76.50 10.07 10.06 N12'12 27 W 7'32'28" C34 123.50 18.70 18.68 N57'41'51 W 8'40'30' �, J � BLOCK 3 Lot 16: OPEN 21617 MASON CREEK � U w C10 76.50 36.20 35.86 S66'54'59"E 27'06'46" C35 280.00 20.47 20.47 N55'27'17"W 4'11'23" \y I I C11 327.00 150.61 149.28 S66'33'15"E 26*23'19" C36 280.00 46.31 46.26 N62'17'17"W 9'28'37" J B 0 - - - - - C12 912.00 66.05 66.03 S81'49'24"E 4'08'57" C37 280.00 52.15 52.08 N72'21'46"W 10'40'20" �pNAL F C13 912.00 96.93 96.88 S86'56'33"E 6'05'22" C38 280.00 10.02 10.02 N78'43'26"W 2'02'59" _ _ PINE STREET _ - _ o��s�G\STFR��i�F C14 28.00 15.46 15.26 S26'05'30"E 31*38'13" C39 865.00 5.01 5.01 N79'S4'S2"W O'19'54" a� N O �� C15 48.00 120.90 91.38 N82'25'43"W 144*18'38" C40 865.00 49.62 49.61 N81'43'24"W 3'1T11" I \ W�� - - - - UNPLATTED C21 76.50 22.20 22.12 S07'39'53"E 16'37'36" C41 865.00 44.84 44.83 N84'51'06"W 2'58'11" ` �T Qr O - - - - - - - - - - - - - C22 123.50 16.25 16.24 S12*12'27"E 7'32'28" C42 865.00 53.84 53.83 N88'07'11"W 3'33'59" - p9 F OF ff f ff ff " A.8 P 4575 W. Quarterhorse Ln. C23 770.00 28.23 28.22 S87'23'12 E 2'06 01 C43 750.00 113.73 113.62 S84'OS 34 E 8'41 18 t5.230 Acres I C24 770.00 39.91 39.91 S84'51'06"E 2*58'11" C44 165.00 136.91 133.02 S55-58'39"E 47-32'31 - - - - - . . - . . _ . . - CHECKED BY: DAVID A. BAILEY P.E. C25 770.00 37.57 37.57 S81'58'08"E 2'4T44" UPRR DRAWN BY: UPRR DAB/DES I -, - - - - - - - - - - - - - - - PROJECT �. I I SITE - Parcel Table - - - - - - - - - - - - - - - - - - Lot Area Perimeter Type BLOCK 1 Lot 1 4753 291 SFR R-8 I I I BLOCK 1 Lot 2 4038 275 SFR R-8 - - - - - - - - - - - - - - - - - - - - - - BLOCK 1 Lot 3 4038 275 SFR R-8 BLOCK 1 Lot 4 OPEN 22028 1111 OPEN SPACE BLOCK 1 Lot 5 4037 275 SFR R-8 VICINITY MAP Unplatted BLOCK 1 Lot 6 4038 275 SFR R-8 1 "= 500' - -- -- BLOCK 1 Lot 7 5258 295 SFR R-8 BLOCK 1 Lot 8 4076 278 SFR R-8 EMERGENCY ACCESS ON HORSE BLOCK 1 Lot 9 4259 291 SFR R-8 NOTES MEADOWS SEWER AND WATER EASEMENT/EXISTING ACCESS ROAD - - - r{ orse Ln. T� - �� - - - BLOCK 1 Lot 10 COMMON 3710 254 TEMP TURNAROUND 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. - - - - - - 54 Ec>534.21 ,^ -- -- -- -- BLOCK 2 Lot 1 21852 582 EXISTING HOME 1so' ss' - 2. THE SUBJECT PROPERTY DOES NOT FALL WITHIN A FEMA FLOOD HAZARD I 42 W QUAR TERHORSE LN BLOCK 2 Lot 2 4851 295 SFR R8 ZONE. REFERENCE FIRM PANEL 16027CO425F REVISED 24 MAY, 2011. _ T _ 42 __ h� _ __________________ _ BLOCK 2 Lot 3 4010 274 SFR R8 3. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, - ---------------------- --2�- _�_____ �7-----��---- -- - 30' _ STREET LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET I I I I 30 30° f �� BLOCK 2 Lot 4 4276 280 SFR R8 ADJACENT TO ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT �;I o I I I I I I I I 30 6 \ I' � T - - - - - - - - - - I EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE 10 i I I_ I o I - - - - - I BLOCK 3 Lot 1 OPEN 1428 220 PATHWAY CO 2 I' I- I I 1 7 I I I (TEN) FEET ADJACENT TO THE REAR LOT LINE. EXCEPT AS OTHERWISE 4,753 I�' I 4O 1° - O I� I I I °0 w i' - I BLOCK 3 Lot 2 4047 276 SFR R8 I I- I SHOWN THERE SHALL BE A 5 (FIVE) FOOT PUBLIC UTILTY IRRIGATION AND 1 I 4,038 I 1 � 0 1 0 6 I I �� y LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT LINE NOT ADJACENT TO A I I 1 I 1 1 1 4,037 i I 4,0038 I - - - - - - - I i M i \ , I BLOCK 3 Lot 3 4019 283 SFR R8 PUBLIC STREET. 95, I� �T / \� - 1 oo - - - i I i / / ` l / I BLOCK 3 Lot 4 4759 296 SFR R8 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE 44' 4 -� I (( BLOCK 3 Lot 5 4704 289 SFR R8 APPLICABLE STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE 3 42' L - - - J 1 ® o I I \� A i21z 1 0 OF THE BUILDING PERMIT. 42' 42, - - 4,076 - I i I BLOCK 3 Lot 6 4347 285 SFR R8 _ 0 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH BLOCK 3 Lot 7 4026 275 SFR R8 LOT. ALL LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF ss_ - - I I I � I + THE NAMPA MERIDIAN IRRIGATION DISTRICT. P NA UND ±Vy•'i BLOCK 3 Lot 8 4038 275 SFR R8 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SURFACE DRAINAGE 10 1 o I �I ? I O BLOCK 3 Lot 9 4141 277 SFR R8 PONDS AND SUBSURFACE INFILTRATION FACILITIES AS APPROVED BY ACHD. \ 4 I I L-I I i \ 3,710 22;028' .:.:` L - - 4,259 i� - - - - - - - - - - - - - - - - - -� I BLOCK 3 Lot 10 4037 275 SFR R8 z Z r - - - U -' 7. COMMON LOTS ARE TO BE OWNED AND MAINTAINED BY THE SUBDIVISION O c13 i 64 42 45' BLOCK 3 Lot 11 4037 275 SFR R8 HOMEOWNERS ASSOCIATION OR IT'S ASSIGNS. --- U - - - - I_ BLOCK 3 Lot 12 4239 279 SFR R8 8. EXISTING STRUCTURES, EXCEPT AS NOTED, WILL BE REMOVED PRIOR TO o W �E�^/j A ,D i \off I o DEVELOPMENT OF THE PHASE CONTAINING THE STRUCTURE. K /�/ DR i \ D � I �i-� I N BLOCK 3 Lot 13 4252 280 SFR R8 o Q d I I w - C6 I I 104 >y I _x 00I - _ _ I I d BLOCK 3 Lot 15 OPEN 10950 1135 PATHWAY 9. DIRECT ACCESS TO N. BLACK CAT RD AND W. PINE AVE. IS PROHIBITED. ; o >; - i': - - m i v L �_ N 1 0 I � /I� I� ® � '�� 3 d BLOCK 3 Lot 16: OPEN 21617 1018 MASON CREEK Z C42 ,W I 4,851 I C I 4,276 ° ELAN SHEET INDEX- C40 4,010 1\ \ I V 1 ro I I / /I I �^ I a 0� 1 I O ,O2 O Z - SHEET DESCRIPTION I I I 30 30' c3j ,."Z \ i N I i I I 30' � r \ ' I I I I PP- 1 PRELIMINARY PLAT VICINITY MAP & NOTES 0 I- I O / / 3� ' C36 \\ ® 31 42' 45' ) - 4,704 I I 4 0026 1� O /� / / / c� \ 0� PP-2 TOPOGRAPHIC SURVEY (n I I , 41 / o , 301 S �4 _ _ _ _ _ Jam/ NE WL A ND ST I - I I I 1,4 8 sf / co 12 / 35' - _ _ PP-3 PRELIMINARY ENGINEERING j 1 1 / 4,239 //� /o cR - -150' PLAT LEGEND PP-4 SEWER PROFILES - -- - 4,047 C32 13' �� C23 _ .- �2 / �� 43 43 42' 44, 49 PROPOSED FIRE HYDRANT \ a� STREET LIGHT W I-------------------------------------------------------- ----- �.\ ;_ 03 / 30 / 30' 30' 30' I - EXISTING CONTOUR 4,019 / I I 30' 30' RIGHT-OF-WAY LINE � I 4 9 / © �1 0 ® �I o 10 Z"1 b 1 1 jl0 13 LOT LINE 4,347 I 4,038 I CO O I 0 to O GRAVITY IRRIGATION LINE \ / / 1 I 4,037 1 4,037 I 4,252 I �\ v / 1 1 s EXISTING SEWER LINE N00'38'55"E u T- 217' S8826_12"E 264.79' �� \ 16 5 \ I \ . I 21 ' - a 21,617 sf 10 s5o f \ l lBL I I 1 I S S PROPOSED SEWER LINE 30.00 m � �•� Dra' - - - J L - - - - - - - EXISTING TER E L L L - - wWA LINE s5 - 43 44 '. -- W W PROPOSED WATER LINE P N88'26'12"W 784.41' ` �! ---- .- ---------------- ------ PI-Pi PRESSURE IRRIGATION LINE 7 OWNERS L \ --------- - ----------- S° S° STORM DRAIN LINE JESSIE ALEXANDER DEVELOPMENT FEATURES SEWAGE DISPOSAL -"'"---- 4575 W QUARTERHORSE LN MERIDIAN CITY SEWER TOE - ROAD CENTERLINE MERIDIAN, ID 83642 ACREAGE »»>J \ ROLLED CURB/GUTTER AND SIDEWALK TOTAL PARCEL-5.23 ACRES WATER SUPPLY Union Pacific Railroad DEVELOPER MERIDIAN CITY WATER o EXISTING EDGE OF PAVEMENT BENJAMIN M KNEADLER LOTS \ NEW EDGE OF PAVEMENT NAI SELECT TOTAL LOTS-28 CITY V 5571 N GLENWOOD ST TOTAL DWELLING UNITS-24 (1 EXISTING) MERIDIAN CITY Unlnlatted O LOT NUMBER BOISE, IDAHO 83714 BUILDABLE LOTS- 24(1 EXISTING) I6,500sf LOT AREA 208-229-2020 COMMON LOTS-4 SCHOOL DISTRICT W 0 BLOCK 7 BLOCK NUMBER ENGINEER DENSITY WESTADA Q P/L - P/tL__ - - - _ _ _ FLOW ARROW DAVID A. BAILEY, P.E. OVERALL DENSITY DU/ACRE-4.59 47'-0" - - _ _ _ - - _ BAILEY ENGINEERING, INC. FIRE DISTRICT _ W. ASHTON DR. STREET NAME 1119 E. STATE ST., SUITE 210 MERIDIAN 7'-O" 33'-0" 7'-O" - - - - EAGLE, ID 83616 OPEN SPACE COMMON AREA- 1.37 ac-26.2% IRRIGATION DISTRICT -O"5'-O" 16'-6" 16'-6" 5'-0" '-0' PLANNER/CONTACT 50% BUFFERS-0 ac-0% x SURVEY LEGEND KENT BROWN PARK OPEN/PATHWAYS- .78 ac- 15.0% NAMPA MERIDIAN IRRIGATION DISTRICT /� 14'-6" 14'-6" LKB PLANNING USEABLE OPEN SPACE REQUIRED-0.78 ac- 15.0% W 40 0 20 40 80 MERIDIAN, ID 83642 USEABLE OPEN SPACE PROVIDED- 0.78 ac- 15.o% HIGHWAY DISTRICT FOUND ALUMINUM CAP 208-871-6842 ADA COUNTY HIGHWAY DISTRICT SLOPE 2.00% SLOPE 2.00% SCALE IN FEET ZONING Q 1" = 40' O FOUND 5/8" IRON PIN EXISTING- RUT CALCULATED POINT PROPOSED-R-8 4" - 3/4" MINUS � DATE: CRUSHED GRAVEL � CONCRETE -- -- -- PROPERTY BOUNDARY LINE SETBACKS 11-02-2022 SIDEWALK (TYP.) ___ _ __ SECTION LINE FRONT 20' PROJECT: SIDE 5', 10'STREET SIDE C2021-028 2 1/2" ASPHALT 4 - 3 4 MINUS CRUSHED REAR 12' SHEET PAVEMENT GRAVEL (COMPACTION REQUIRED) 47 RIGHT-OF-WAY STANDARD ROLLED OR 6" VERTICAL TYPICAL_ STREET SECTION PLB& GUTTER (TYP.) As PER NOT TO SCALE 10" - 6" MINUS PIT RUN v Q p . Q O i M O � O 0) v � N � v W �@ ■_ Z 3 Z 3 A+ Z = a 'aA = o LaiZ ZN W LU W D Z_ U) ._ ccU) - Z LLJM � o J U - w ui � O J V W c�S\o'AL FNG �G\srER�o'�� NQfT)RF1��-I r p FOF �� A.B P� CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: DAB/DES z 0 a U N W H W Q N_ o W p z z w o r— V / 0 W n d I rn V / V U z o - 0 z � Q Jj V) w 0 0 z Q x 0 w Q DATE: 11-02-2022 PROJECT: C2021-028 SHEET PRELIMINARY ENGINEERING FOR oN ALEXANDERS LANDING SUBDIVISION � 'o 'R J y W LOCATED IN A PORTION OF THE NW1/4 OF THE SW1/4 or z 3 SECTION 10 T.3N., R.1W., B.M. Z 3 MERIDIAN, ADA COUNTY, IDAHO = g 2022 a = W z cc W W Z W '� Z w ■� 0 c � Z o � W ° oo � o m - I I I - - - - - - - - — - — w r ' N (n V V m I I I } I I �S�pNAI FNG G\STE�RF /�F a� Q O I N l?�I TRu CT� �X�X�X X x � X \ / / x—x 1255�, — 9T QP I / � / x_ — 1 p FOF \ — _ — I D A.8 P� EG LGR III EAME�NCYAC��S S Os—u �x X x I X ry _ — ER EGR EGR TOB— EGR E OP _ — _ — B—--——_ a a SE NGA CCE F R w X xMEADOWS SEWER AND WATER- _R w � EGR —— —=7 — _ GERG R ,EG�GR�R - �= - - - - — CHECKED B Y:o EG R EGR EGR EGROP F° - ROAD W� s DAVID A. BAILEY P.E.OP OP — W EXISTING SSMH O O X oP °q oPx SSMH A3 DRAWN BY: 0 0 - - X x x x x x — °P ` DAB/DESx x . FOX� FO X_x 180' FX ° Fo 56' - - - - 43 v L 42' QUA R TERH OR 42' 42' R ---- -------------- -------------- F----- s --- ----- ------- I I 30 144 - ------------ I 1II \ II I II i I - - - - - I �I I I----- I Ii II��i _\\ I I Ii 10LII II►—CO \—O— 830 —. 7 - - - - - - - - - - - - - - - - � '_J II I II iI II I II.II 30' III1IIiiI i 1 1 II lw°a" 10�II 1x xx 1 N� /— —'r,I —!aJ —\\ — — —c- -Q \� \J � \ X — x01 I 6O uPCO 4,753 D uP 4,038 5,258 4 4,037 00 4,038 5' 60 43' �42 9 0 21,852x 4,076 04 42' 99, MP TURNAROUND 6 4,259 3,710 - - - - - - -L L)i — - - - - - - - - - III _ —p- °' /- rn—IIII 1I I I 0— —1-43� 5 �—\s.-- —.�.-IIIII - pi — PI _-PI_ _ MH 42' C13 pl pi pi pi p� Up 16 •= � - - (A `_aas�III1Y1�I 1 I I Nm Liw O n oo \ 0 o 4,851 0 c42 4 oW 4,010 � C41 + SSMH B3 w 4,276 Lo� Iallo 0 O L 3 0 0 30 s -EG -7 31, 44 pWN IW�eo Z C36 � 45' rn SSM W 4,026 W W4� W W o4,141 SSMH B1 o, __141_JVE VL ND s s $ s' s150'\ ST_ 4,239 — s s o SSMH A7 L I SSCO w� _ s . J 0' Z _ 4,047 2 co ------------- . 3 / 0----- -- 30" I 30, 30 30' 30' I Toe 0 TOB x 4,759 O OO — _ — — 4,347 4,038- - - = _ _ _ _ _ _ _ — _ 4,037 4,037 — — — — _ -- 4,252 S8826;12"E 264.79' N00'38'55"E 9 13L 3 43_ 0 43— Fo — 4W- yy//w'�►►/,I X -—-— - - - - ' Nr=8s-8_-'2 6—'_12"vW�7�\8w4.\�41'� —TOE roE TOE— ro\E _— OE — — - - \TO�E 2544- °° \\\�\ \\\ � 30 0 15 30 60 SCALE IN FEET 1"=30' z P/L 47'-0„ P/L 7'-0" 33'-0" 7'-0" JZ 16'-6" 16'-6" 5'-0" -0 14'-6" 14'-6" SLOPE 2.00% SLOPE 2.00% 4" 3/4" MINUS CONCRETECRUSHED GRAVEL CL SIDEWALK (TYP.) cc WrrVJZVnnI o 2 1/2" ASPHALT DATE: PAVEMENT GRAVEL (COMPACTION REQUIRED) 11-02-2022 47' RIGHT—OF—WAY STANDARD ROLLED OR 6" VERTICAL PROJECT: CURB & GUTTER (TYP.) AS PER TYPICAL STREET SECTION PLANS NOT TO SCALE 10" - 6" MINUS PIT RUN SHEET ■ PRELIMINARY SEWER PROFILE FOR = oM ALEXANDERS LANDING SUBDIVISION �,,,o � Na) _ Wm LOCATED IN A PORTION OF THE NW1/4 OF THE SW1/4 ■i z SECTION 10 T.3N., R.iW., B.M. Z MERIDIAN, ADA COUNTY, IDAHO = g 2022 d .- W Z Wa'SEWER UNE A PROELE Z o Z0M 2570 2570 W Zw ♦� N Sn It V v 00 w 00 00 '00 0 oo cn 00 C \ON A L FNG O 00 M O O 0004 NO 00 O��C' �G\ W � rho to NOM K) . r � M r, 00� cR 1.Io °N' O Q LoN "� ,MN � NMN SSMH A7Inn oo N 2560 w N � � OLoNF = 04 � ZZ a + �, N � 2560 �9T U Pz �r o � �ri � N � N ? o can > > = N — � = , NzO RI :2555.27 F of a � NH cn � ? ? N » tea » INV IN:25 2.86 8 E F� + � E ate >> zz cn � _ SSCO D A.B = co = PONz0 NFrzz N - - cncnw INV OUT:25 2.76 8 W _ STA:12+49.20 N o r- co (n N z z ———— — —— RIM:2555.35 CHECKED BY: O O o6 — — —— — ———— — ———— — — — — INV OUT:2532.90 8 W DAVID A. BAILEY P.E. NNNZ -- ---- - --- - - ------ — --_ DRAWN BY: Q _ SSMH A6 DAB/DES >c — z STA:10+ 2.97 W (n0_' — RIM:2553 84 2550 INV IN:2532.14 8„E 2550 INV IN:2532.14 8 W INV OUT: 532.04 8"N 2540 2540 (15 LF C—C ° 2530 _ 44 LF C—C 8 LF 8 PVC 00.40% 2530 ° 1 ° 221 LF C—C) (12 F C—C) 185 LF C—C 68 LF 8" PVC 0.40% 64 LF 8" VC 00.40% (72 LF C—C) (68 LF C— ) 2520 1 1 12520 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 1 1 +00 12+00 12+49 SEWER D CIE B PROFILE Z 0 2570 2570 Ln w 0 o � wQ N_ o > 0= z w w � cn 3!-'� cn z � z 00 , ^ 000) 0) � ncV � N W 2560 � � �, . � M � � pe, N 2560 0 00 'd- U-) N NON Kj 0 N J SSMH B4 pMp0`00NN IN� °° + LoN = °° LoZ ? SSMH A6 STA:5+32.97 + Lo Z =) = N — 0 X .. N — 0 STA:10+82.97 I . �/ RIM:2551.07 N > N z z N Z Z RIM:2553.84 L.L — INV OUT:2534.07 8"E z_ z_ INV IN:2532.14 8 E > INV IN:2532.14 8"W O — — — INV OUT:2532.04 8"N — — — — —— — W 25501 550 D W (' Z 2540 2540 W Q () Z Q J 143 LF 8" PV ®0.60% V I (147 LF C—C) A/ 2530 2530 W o 81 LF 8" PVC @0.40 L48 LF 8" PVC 00.40% 0 (85 LF C—C (52 LF C—C) 45 LF 8" PVC 00 40% Z (49 LF C—C) Q .J X W W 2520 2520 J 5+33 5+00 4+00 3+00 2+00 Q HOIRZONTAL SCALE 1"=50' VERTICAL SCALE 1"=5' DATE: 11-02-2022 50 0 25 50 100 PROJECT: C2021-028 SCALE IN FEET SHEET 1"=50' EPP -41