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HomeMy WebLinkAboutPavilion at Windsong PPlat FULL SET 20250305 1 /4 PRELIMINARY PLAT FOR = o R ,� PAW SUBDIVISION - � N 35 36 � ZFUJ ; LOCATED IN THE SE 1/4 OF THE SE1/4 OF ._ z SECTION 35 T.4N., R.1W., B.M. 4) z I MERIDIAN, ADA COUNTY, IDAHO a) 2025 a 'OIA = z o NOTES W 00 UNPLATED rn - _ I I W w LI 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. \ l 1 ( I Z U, II I 2. THE SUBJECT PROPERTY FALLS WITHIN A FEMA FLOOD HAZARD ZONE ' I I I CQ Z w co S89031'02"E 344.93' III 5.00' FLOODWAY CROSSES THE SOUTHWEST CORNER OF LOT 12, BLOCK 3. NO _ I I W o 13V - �„ DEVELOPMENT WITHIN THE FEMA FLOOD PLAIN IS PROPOSED. REFERENCE FIRM U - 81 `° 25 �i °24'II 6" PANEL 16001 CO143J REVISED JUNE 19, 2020. �4�i III 5 I _ 0 N O5 N Iz N ® N III I 3. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, _ I V w °948 386 C) IIII III I STREET LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET - c� N IO III I ADJACENT TO ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT WATERSONG z N lil EASEMENT FOR PUBLIC UTILITIES IRRIGATION AND LOT DRAINAGE OVER THE 10 \ SUBDIVISION I �pNAL F -- - -_ --J z L---J L---J L---J L- 0 O 0 -- - o m s LOCK 1 Z L___J 0 III I (TEN) FEET ADJACENT TO THE REAR LOT LINE. EXCEPT AS OTHERWISELL - _ ��\srFR��%GF� _z 5,657 IG7 2,506 III I SHOWN, THERE SHALL BE A 5 (FIVE) FOOT PUBLIC UTILTY, IRRIGATION AND a� Q- O N I(n � L I I LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT LINE NOT ADJACENT TO A - - \ N \ BRIDGETOWER\PROJECT \ _ p� �RIC�1 1 O2 O3 n ® � O5 © MI I I PUBLIC STREET. CROSSING 1,781 1,420 2,492 I� 2,492 1,420 1,420 1,420 1,420 1,790 II II SUBDIVISION • I I 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE SITE WOODBURN WEST TF pF \0 I I �/ / =52 APPLICABLE STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE I V , SUBDIVISIONI Ip gP\OF THE BUILDING PERMIT. A.-----------_-�_______ _, 50' 24' 24' 20' 20' 20' 20' 25' 14' 11 III I W. CROSSWIND ST 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH _ WINDSONG \ I CHECKED BY: _ _ _ 1 W. CROSSWIND ST. II" 'ii I I LOT. ALL LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF _ DAVID A. BAILEY P.E. _ _ _ _ _ _ I THE NAMPA MERIDIAN IRRIGATION DISTRICT. I \ I SUBDIVISION I DRAWN WE BY: I li ------------------------------ • IIIIN I I 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SURFACE DRAINAGE \ I w ---- -------------------_- r r u 14 I I� i! I PONDS AND SUBSURFACE INFILTRATION FACILITIES AS APPROVED BY ACHD. ` Z / ------------------- I I 30' 20' 20' 20' 20' 33' n m I z P BLOCK 3 2 I 7. COMMON LOTS ARE TO BE OWNED AND MAINTAINED BY THE SUBDIVISION - HOMEOWNERS ASSOCIATION OR IT'S ASSIGNS. I \-- I DRIVETHROUGH ICI I I - - W. US CK RD. CLOSE EXISTING LINDER ENTRANCE UILDI G C O P !F';I 8. EXISTING STRUCTURES, EXCEPT AS NOTED, WILL BE REMOVED PRIOR TO ICI DEVELOPMENT OF THE PHASE CONTAINING THE STRUCTURE. - �� \ I �y M BLDG c/JI I TUMBLE CREEK v_o C0 6 5 4 3 2 - 1 `° - �° EM Al S F °I I SUBDIVISION 5 z Q 21 2020 SF 'I 9. LOTS 8-13 BLOCK 3 SHALL HAVE BUILDING FIRE SPRINKLERS INSTALLED IN Sao - Curve 720 720 720 720 3,004 P II Curve Table G� a - - ��NE C 6 "I ALL BUILDINGS CONSTRUCTED ON THESE LOTS. zM r---� r---� r---� r--- ----� r---� nl Z m W iil Curve # Radius Length Chord Bearing Delta w _I = III I ` ` 7C rn __ P- c�N III I 10. DIRECT ACCESS TO N LINDER RD AND W USTICK RD IS PROHIBITED \ I I I H I 11 -�-�� s�� --•� ----� -6e.--J I Fm LFm C1 50.00 9.06 9.05 N05'40 21 E 10'22 46 PATIO w MI li iii 1 G^ r P C3 27.00 42.30 38.11 S44'37'59"E 89'46'05" 20' 20' 20' 20' 20' 21' Z i0l ' " O 10 _ W HOMESTAKE LN85� GRASS Common Lots CS 15.00 8.44 8.33 N15'37 57 W 32'13 51 Z s3' _ C6 15.00 8.44 8.33 S16'35'54"W 32'13S1 44) sf (PRRIVATE) ,� o I LrJ I iii Lot Area Type I I O I iii BLOCK 1 Lot 1 OPEN 5657 DRAINAGE _ _ I I 0 I I 20, I I 2U' I I13' I z III � _ \C7 15.00 23.56 21.21 NLLI 45'28'58"E 90'00'00" 5s' � � � EZ � I - - - N N I ; J III C8 15.00 23.56 21.21 S44'31'02"E 90'00'00" Np I ;-° � ��. -� i,a�� --d �r-�� I I III L BLOCK 1 Lot 5 1948 PRIVATE DRIVE II J I III C9 15.00 8.72 8.60 N16'55'04"E 33'19'31" ��I I pi PII pi P z I iii BLOCK 2 Lot 7 OPEN 2506 ARTERIAL BUFFER IIII -_J L-__J L___J L_--J L--_J L-__J N I III " „ N �u� 2,761 - I �fll I I (� III BLOCK 2 Lot 8 3386 PRIVATE DRIVE I \ C10 15.00 14.90 14.29 N62'01 54 E 56'54 09 I� Pto M `O z I 28 - 27 26 25 24 ' 23 75' "' 111 ill BLOCK 2 Lot 9 OPEN 917 OPEN SPACE C11 15.00 10.89 10.65 N68'43'11"W 41'35'42" I n Z 2,008 1,620 1,620 1,620 1,620 2,006 d BLOCK 3 Lot 7 OPEN 441 COMMON LANDSCAPE \� m C12 15.00 12.61 12.24 N23'50'00"W 48'10'38" _ I I ni I III \\ �l�\ N II h BUILD G E I I N BLOCK 3 Lot 14 OPEN 4958 COMMON LANDSCAPE C13 15.00 10.93 10.69 S20'37'34"E 41'45'16" z II x I� P P 20, P I P P iii p < w < 2,690 sf I ��� I I ]Ilq BLOCK 3 Lot 15 OPEN 6683 COMMON LANDSCAPE VICINITY MAP C14 15.00 12.70 12.32 S65'45'06"E 48'29'48" Z I� I� 2,4 J P m 25' o o' 20 ° o' 200 0 2s' D 70' �p ��� I i �, BLOCK 3 Lot 16 OPEN 17871 ARTERIAL BUFFER 1 "= 500' " - II h C15 15.00 8.60 8.48 S16'40 07 W 32'S0 07 � m I � I I I BLOCK 3 Lot 18 OPEN 1604 COMMON LANDSCAPE C16 15.00 14.90 14.29 S61'32'35"W 56'54'49" I y r �� �� P d'°�i I I Z ___ ___ J I�iu BLOCK 3 Lot 20 2690 COMMON PARKING C17 15.00 14.75 14.16 S61'21'1WE 56*19'26" I P P F O �Nli I BLOCK 3 Lot 22 25759 ACCESS DRIVE P LAN SHEET INDEX 10 IN 29 P w �' � I I PLAT LEGEND C18 39.00 61.10 55.04 S44'37'59"E 89'46'05" II - --- IIII I ✓ BLOCK 3 Lot 29 OPEN 9526 COMMON LANDSCAPE 2 ?88 s,526 sf P o 1 i < PROPOSED FIRE HYDRANT C19 15.00 8.91 8.78 N16'45'56"W 34'02'30" _ I --- GAZ�g -- ^ N (n III I I I � W In I � SHEET DESCRIPTION P � � P � = III C20 15.00 14.72 14.13 N61'53'36"W 56'12'49" I so' I � - - - - � 0 I iii � I III I STREET LIGHT II 25 20 20 20 20 25 iv C7 W 'I PP- 1 - PRELIMINARY PLAT SHEET INDEX EXISTING CONTOUR C21 124.99 2.03 2.03 S73'36'20"E 0'55'52" I. . ,e� I � p 19 Q i �i I iii i� � 1 11 --_ �9,270 �, VICINITY MAP, NOTES, COMMON LOTS RIGHT-OF-WAY LINE C22 124.99 71.76 70.77 S56'41'39"E 32'S3'31" I 11 I iii CID III & STREET DETAILS C23 15.00 8.76 8.63 S16-28'16"E 33'2639 8 BUIL NG F m z ii iii LOT LINE AI Z I III � � GRAVITY IRRIGATION LINE z 4' 30 31 � 32 � 33 � 34 35 --- ��� PP-2 - PRELIMINARY ENGINEERING EXISTING SEWER LINE 2,005 1,623 1,617 1,623 1,623 2,002 0)1I z I III PP-3 - PRELIMINARY SEWER PROFILES J r--- r--- r-- r--- I ---Ir--- I W III II II II I s s PROPOSED SEWER LINE a PP-4 - ADJACENT PROPERTIES EXISTING WATER LINE II 480 �v_ III PP-5 - SURVEY DATA II I � I I I I I I I I I W-- IIII III I W:70 W PROPOSED WATER LINE Z I 13' 20, 20' 20' 20' 12' G�6 41' NI'�III III 0 c 0 LN °IIOIII O ' III P P PRESSURE IRRIGATION LINE a 5 ' _ 54' _ N o`"lil-P P lil I PP- 6 - OPEN SPACE EXHIBIT U II - I P I III s° s° STORM DRAIN LINE cn 1 d O22 BLOCK 3 II10111 I III Parcel Table Parcel Table Parcel Table o 4' 144' 12' II5II III 5,75s sf ROAD CENTERLINE 3,296 I I m Lot Area Perimeter Description Lot Area Perimeter Description Lot Area Perimeter Description p II P P P r r P P 18 III F I I I I W P I III III I ROLLED CURB GUTTER AND SIDEWALK Q d3 1,604 sf I III BLOCK 1 Lot 1 OPEN 5657 466 DRAINAGE BLOCK 3 Lot 7 OPEN 441 164 COMMON LANDSCAPE BLOCK 3 Lot 27 1620 202 TOWNHOME 1 N o 6' 0 �, 24 51 BUILDING H II III EXISTING EDGE OF PAVEMENT 5 �q T III III I III BLOCK 1 Lot 2 1781 192 TOWNHOME 1 BLOCK 3 Lot 8 2761 209 TOWNHOME 2 BLOCK 3 Lot 28 2008 208 TOWNHOME 1 J W o -ERq� E `° 17 � I ui i NEW EDGE OF PAVEMENT � Z qS I BLOCK 1 Lot 3 1420 182 TOWNHOME 1 BLOCK 3 Lot 9 2480 203 TOWNHOME 2 BLOCK 3 Lot 29 OPEN 9526 987 COMMON LANDSCAPE BLOCK ��,-eNT 9,336 01 � I III x rt 6 ° ���• ' f 4,958 sf. VERTICAL INTEGRATED RESIDENTIAL III III BLOCK 1 Lot 4 2492 207 TOWNHOME 1 BLOCK 3 Lot 10 2788 213 TOWNHOME 2 BLOCK 3 Lot 30 2005 208 TOWNHOME 1 0 LOT NUMBER e , „ d� III ^z55i NO 15 19 E I -�-� �_� ry� III II III BLOCK 1 Lot 5 1948 210 PRIVATE DRIVE BLOCK 3 Lot 11 2788 213 TOWNHOME 2 BLOCK 3 Lot 31 1623 202 TOWNHOME 1 6,500sf LOT AREA ea 4 �e 1 43' 144' iii I III BLOCK 2 Lot 1 2492 207 TOWNHOME 1 BLOCK 3 Lot 12 2480 203 TOWNHOME 2 BLOCK 3 Lot 32 1617 202 TOWNHOME 1 BLOCK 7 BLOCK NUMBER II 15 °2 I +' �� ��\ BLOCK 2 Lot 2 1420 182 TOWNHOME 1 BLOCK 3 Lot 13 3296 227 TOWNHOME 2 BLOCK 3 Lot 33 1623 202 TOWNHOME1 FLOW ARROW 6,683 sf Ea o J �� ` BLOCK 2 Lot 3 1420 182 TOWNHOME 1 BLOCK 3 Lot 14 OPEN 4958 399 COMMON LANDSCAPE BLOCK 3z _ II 161.49' 17,871 sf ' q I I I I I �\ I I I \\ -F-N _ BLOCK 2 Lot 4 1420 182 TOWNHOME 1 BLOCK 3 Lot 15 OPEN 6683 405 COMMON LANDSCAPE BLOCK 3 Lot 35 2002 208 TOWNHOME 1 0 - R o ----- ---- ----- 161 ----------- --_ ____ �n �- Lot 5 1420 182 TOWNHOME 1 BLOCK 3 Lot 16 OPEN 17871 1332 ARTERIAL BUFFER ��________ __ _ _- _ --_--___--- 8T14 45-' �_ 297.99y 136.49_-- - ��� I ----__= BLOCK 2 - 3- -------------------- __---_-___--__- ___-�� BLOCK 2 Lot 6 1790 192 TOWNHOME 1 BLOCK 3 Lot 17 9336 418 LIVE WORK TOWNHOMES - "- - _ SURVEY LEGEND BLOCK 2 Lot 7 OPEN 2506 249 ARTERIAL BUFFER BLOCK 3 Lot 18 OPEN 1604 319 COMMON LANDSCAPE Ltq35 W USTICK RD I BLOCK 2 Lot 8 3386 330 PRIVATE DRIVE BLOCK 3 Lot 19 9270 416 LIVE WORK TOWNHOMES FOUND ALUMINUM CAP z W. US RD. 1 4 - _ _ _ _ _ _ 35 36 BLOCK 2 Lot 9 OPEN 917 295 OPEN SPACE BLOCK 3 Lot 20 2690 220 COMMON PARKING o --� - j - - - BLOCK 3 Lot 1 3004 235 TOWNHOME 1 BLOCK 3 Lot 21 18236 579 COMMERCIAL Q FOUND 5/8" IRON PIN 2 2 1 CALCULATED POINT � BLOCK 3 Lot 2 1720 212 TOWNHOME 1 BLOCK 3 Lot 22 25759 2001 ACCESS DRIVE 0 P 26�3J' BLOCK 3 Lot 3 1720 212 TOWNHOME 1 BLOCK 3 Lot 23 2006 208 TOWNHOME 1 PROPERTY BOUNDARY LINE -- -- -- P ------------ -- ___ _________L s_---_ BAS BLOCK 3 Lot 4 1720 212 TOWNHOME 1 BLOCK 3 Lot 24 1620 202 TOWNHOME 1 SECTION LINE o --- ______ o - �__-_---___ -- -_----______ BLOCK 3 Lot 5 1720 212 TOWNHOME 1 BLOCK 3 Lot 25 1620 202 TOWNHOME 1 D � BLOCK 3 Lot 6 2595 232 TOWNHOME 1 BLOCK 3 Lot 26 1620 202 TOWNHOME 1 --------------------- \�\ ADDITIONAL DETAIL 1 \I I ZONING BREAKDOWN LAND USE SUMMARY SEWER CITY OF MERIDIAN WATER CITY OF MERIDIAN I - I III ZONE AREA BUILDINGS IN ZONE RESIDENTIAL UNITS OVERALL PROJECT DATA !I ICI 01 SCHOOL DISTRICT WEST ADA CURVE TABLE iii C-C 3.14ac A, B, C, D, E, F, I 33 UNITS \ CURRENT ZONING C-C FIRE DISTRICT MERIDIAN CURVE # LENGTH RADIUS DELTA BEARING CHORD R-40 1.62ac G, H & DRIVE THRU 12 UNITS PROPOSED ZONING C-C& R-40 0 I III III IRRIGATION NAMPA MERIDIAN IRRIGATION DISTRICT III I TOTAL PARCEL AREA 4.77 I III C1 73.79' 125.00' 33°49'17" N57°09'35"W 72.72' TOTAL LOTS 49 COMMON LOTS 10 OWNERS o P/L P/L P/L 18'-0" P/L P/L 24'-0" P/L COMMERCIAL LOTS 1 RAMA GROUP LLC 47'-0" 1580 W CAYUSE CREEK DR RESIDENTIAL BUILDABLE LOTS 35 MERIDIAN, ID 83646 TOTAL DWELLING UNITS 45 DEVELOPER -0'5'-0' 16'-6" 16'-6" 5'-0" '-0' 9'-0" CL 9'-0" 12 12 12'-0" PRIVATE DRIVE LOTS 3 BILTMORE COMPANY w RESIDENTIAL GROSS DENSITY 9.4 UNITS/ACRE 1580 W CAYUSE CREEK DR 14'-6" 14'-6" 1' RIBBON CURB VRIBBON CURB 1' RIBBON CURB VRIBBON CURB 40 0 20 40 80 MERIDIAN, ID 83646 ENGINEER o SLOPE 2.00% SLOPE 2.00% --- SLOPE 2.00% SLOPE 2.00% -� SLOPE 2.00% SLOPE 2.00% SCALE IN FEET DAVID A. BAILEY, P.E. 1"=40' BAILEY ENGINEERING, INC. 1119 E. STATE ST.,SUITE 210 EAGLE, ID 83616 4" - 3/4" MINUS 4" - 3/4" MINUS 6" - 6" MINUS PIT RUN 10" - 6" MINUS PIT RUN CONCRETE CRUSHED GRAVEL CRUSHED GRAVEL SIDEWALK (TYP.) 4" - 3/4" MINUS OPEN SPACE SUMMARY PLANNER/CONTACT DATE: CRUSHED GRAVEL 2 1 2 ASPHALT KENT BROWN 03-04-2025 2 1/2" ASPHALT 4" - 3/4" MINUS CRUSHED 2 ASPHALT / PAVEMENT GRAVEL (COMPACTION REQUIRED) PAVEMENT PAVEMENT COMMON AREA 1.94 ACRES/40.67% KENT BROWN PLANNING SERVICES PROJECT: 3161 E SPRINGWOOD DR C2020-018 47' RIGHT-OF-WAY STANDARD ROLLED OR 6" VERTICAL 24 RIGHT-OF-WAY F-WAY USEABLE OPEN SPACE REQUIRED 0.72 ACRES/15.0/ MERIDIAN, ID 83642 CURB & GUTTER (TYP.) AS PER 18 TYPICAL ACCESS SHEET TYPICAL STREET SECTION PLANS DRIVE SECTION TYPICAL ACCESS DRIVE SECTION USEABLE OPEN SPACE PROVIDED 0.76 ACRES/15.93% 208-871-6842 NOT TO SCALE 10" - 6" MINUS PIT RUN NOT TO SCALE NOT TO SCALE P til • M 0 N I l s89031 '02"E 344.93' ; ,' srArloN 1 I r k 5.0( ' PRELIMINARY ENGINEERING PLAN FOR Z_ ° O ° O coo o0o0o 0 0 o ° ° ° ° ° ° o 0 0 0 0 0 0 ° NjI, 24' 6 I PAW SUBDIVISION o°o° "o" °o °o °o °o 0 0 0°0°0° °o° - III 253 0 0 0 0 0 0 0 0 0 0 0 0 Z > o„ o o„o 0 0 0 0 0 0 0 o o° o iil s 5 -_ ' N s° N 98 PI l J fd I 3,388 6 IiIIII „IIijiil ,l 1 I I MERIDIAN ADA COUNTY, OUNTY, IDAHO 20250 PI° PI PIU cV O ZO O • aC3 ui w J L---- L ----J ----J WZO p LOCK 1 Z w 1\ Z m 5,657 1 1 2,506 III I I • CD U) v s \ I I III I Z 0O m II I W o m � � 1,781 420 2,492 s= 2,492 1,420 1,420 1,420 1,4201 1,790E MADE T I Z w \ I I �N u� \ I JLOF E I V N o T 3 1 I III m IE SEE T , `--------- -� FTI-1 20' ❑-° _°� 25'20' 20' III III I 1 S�pNAL FN a� e- o � �- W. CROSSWIND ST - � W W N w v� W I I N w III � ,� I W I I Pi1�II - - - - - - 1 SSMH A-1 WI �Ii NAM Id II I .�. o - Non"- - - - _ - d-I _ I LEGEN D $MH o o 2 °' �I SS SS-ass s s s -I- s-�s s s s Is ��s 1 I T-4! I o 9T P N - - _ _ + II l ;aI;I I BOUNDARY --- -- --- F OF \��. -------------- -------------- I: SSMH - ------ I . s Y. -- 1. �-__----------_ ----- _- _- __ . ,• •' ;. ,' III - _ _ I LOT LINES 1 ROAD CENTERLINE 30' 20' 20' 20' 20' � 33' o. •o..o 0 0 0 0 0 o,o � li' I I am a" � � ° ° ° ® ° ° ° ° ° ° ° II CHECKED BY: / �� ... �o °7 I-❑ -❑7 Fo °°°o°°° ° ° ° RIGHT OF WAY \ o I 1 ° °os° °Ooo° °000 DAVID A. BAILEY P.E. oo 0 0 ° ° /I I I I LOT NUMBER 0 I I DRAWN BY: BLOCK NUMBER BLOCK 7 DAB/DES UGH III V I I Il a I I I `^ Ilw ' - - I I I CLOSE EXISTING EASEMENT UILDI G C ° III SETBACK • � I �OII I I CURB GUTTER & SW 6 5 4 3 2 I 1 `° U BLDG 1 ! I! STREET NAME W. ASHTON DR. ~ I I HANDICAP RAMP al 1,720 72C /iL` 1,720 3,004 1 � �I Q 21 2020 SF I I I II I a / I I I I s s s18,236 SEWER LINE ZONE C W W W W WATER LINE - ° °• °�� °_ �1 1 ° ° � °1° � o ° . a _ d a . d = III II STORM DRAIN LINEP UI � �PI �PI �PRI 1. % o 0 0 0 0 PRESSUREIRRIGATION°°° GRAVITY IRRIGATION PR R o°o°o° III L,^ / FLOW ARROW J ' 1 b .r. ° 1 w Id o° o°o°o° °o°o°o lil III f 2b.°, 20. 1 °2 % d° 2b'° 21y col o 0 0 0 0 0 00 00 o °00°0 o0°oo I![ I I IOIIII ®l a FIRE HYDRANT OZ 7' _ °° Ln CATCH BASIN s s -'- -. I I\III II; 1 II ZZ a II 0 II 1IiII4l iuIl1iIl i STOP SIGN 1 s W ° o ° lc� C. °N ° ° I EXISTING W ATER W E LL FOUND ALUM. CAP 56' V r C MONUMENTe�SS ' I sR 1 FOUND BRASS CAPN � � MONUMENT IRR =2 E-256825 P I_=256&45'M5 ---- - -� -- -1 N J / A N II I I ICI INFILL LOTS - 72 2,761 i r1 III Q II I / II 28 27 26 5 24 23 � 75' I I I I m 60, ° � i,L`L`x p 1,620 1,620 1,620 1,620 2,006 '- a.. � III Q0010 J I I N p BIJILDI G E 201 M lui I I N I BIORETENTION SOIL MIX SPECIFICATIONS - •I°1 1 I 60% SAND Z s - I 2,690 sfliii I 1 I I �\� i 20% SANDY LOAM (SILT, SAND, CLAY) 0) 2 , - / �/u/ 1 I \ 20% COMPOST 0 v 25' - °20' ❑20' 20'_ ° 25 70 III I I I � Z s J 12 I o I o NOTE: BSM HAS INFILTRATION RATE OF ° ° ° ° 12 ii I I I 5 IN/HR [6 IN/HR RECOMMENDED IN ° ° ° °°° AD GEOTECHNICAL REPORT]...BSM ACTS AS INv=2 9 z IN°=256,9 gjiii I LIMITING LAYER; INFILTRATION RATE OF ,� �u i ��V��"i I I CALCULATIONSD IN DRAINAGE _ - 10 --e N o 0 0 0 00 0 0 0° o 0 0 0o z RI asp.' II^III 78 RC� •. I I a j; c l o 0 0 0 o 0 o Lv IN N 56 °` vIIII I 2,788 O O �//^o 0 0 /III °o 0 0 0o 0 00°0 0 0 0 0 00 0 0 0 - \ M ° Ld -- o 0 0 Of III 60' o 0 0 0° o 0 0 0° s °° ° ° ° ° ° ° °° ° °°° -u I 8 i ii is EMBANKMENT AND DIVIDERPRODE METAL a CD III � BERM MATERIAL PER SOILS ENDVI SECTIONW/ 19 °I I III ENGINEER AND COMPACTION TRASH RACK & a ° PI PI PI PI PI,n - Z III ° III RIP RAP AT PIPED Q III a TO 95% REQUIRED (PER 9,270 Q I AASHTO T180). INLETS) BUIL NG F I III FREEBOARD I I i z III III ---- - III III _I I I I ZO J w,� III ? ii o -I 3H:1V MAX I III I III I � I- �- Q II I III L� I-I U' 30 oo 31 w 32 m 33 w 34 oo 35 ^ / U III I III o c vvi Z I �ul iii LdLLJ � II- I-III o s 2,005 1,623 1,623 1,623 2,002 IIII III w T I _J - -=- ----- -----I ----- ---� ( -- - LLJ �II I II Q L0 SSMH C-4 Qf III O s III ¢ co III SLOPE 1% MIN I-III k' II T- r II I I II TO BSM LENS w a a I III II III-_ N 2,4 0 _ - Ilm I hll - s ° \� ulllll II II ZdII-III-III-I _ L Z II MIN. 3' SEPARATION W 1 1 1 u,`--- u I � IIIII - m FROM SEASONAL HIGH rm' 1 ° J s IIIII I IIIII -III-III-III s° '` 1 s° s° II I I O G.W. a I II II - N I II I s I 10 III IIII I < I ° I I III I IIII---- p N 568 II I \ III s s s s -- -- ° IIII IIII VARIES, EXTEND 12» MIN INTO INFILTRATING GROUNDWATER WAS ENCOUNTERED IN TEST II 10 ul \ _ a 22 r \ ull I III LAYER WHERE LENS IS SPECIFIED (SHEET 3.3).Lr. EXCAVATIONS SEE SHEET 3.3 FOR EXPECTED Z 1 a Ilu HIGH GW ELEVATIONS. IF GROUNDWATER IS 25,75s sf 14 144' II ' I I ' ° - iil I / III BACKFILL W/ REJECT SAND, -3/4 CRUSHED ENCOUNTERED AT ELEVATIONS WITHIN 3' OF THE \ 3,296 J r °SSM D�3 ° II \ Ilu GRAVEL, CLEAN PIT-RUN OR BSM. NEAREST 1 I l l I° EDGE OF INFILTRATION LENS MUST BE 10+ FT BOTTOM OF THE DRAINAGE FACILITY CONTACT X / P l a` 1 U a aaI 1 w I III DESIGN ENGINEER IMMEDIATELY FOR REDESIGN. 0211 Vil al a1�-2121P 2j211 DES s I I I I I I I I I p F ° I I ,1 I I ° ° I I IIII I FROM EDGE OF BUILDING FOUNDATION. da \ 0 U_ l 1,604 s 1 I l Il UNTIMELY NOTIFICATION OF THE ENGINEER MAY CONTRACTOR TO NOTIFY QUALIFIED RESULT IN ADDITIONAL COSTS TO THE 46' U I LD I N G H I I III CONTRACTOR. REFER TO GEOTECHNICAL REPORT o I III GEOTECHNICAL ENGINEER AND/OR PROJECT I I I BY SITE CONSULTING, LLC, DATED JULY 7, 2020. _=!� \ R_ -R 17 I 1 I li ENGINEER TO WITNESS POND EXCAVATION. d2 I d3 NV =z 9,336 4 OF OFPIPE Is I III I II I I x _ 4,958 s VERTICAIL INTEGRATED RESIB�NTIAL I /ill I TYPICAL PRIVATE INFILTRATION o - _ \ ' d _ _ _ - BASIN SECTION WIA- \ i / e \" I III III -\, I I I -N TS- / b 144' ' III / III \ - - - - - __ - - _ rill I INGRE�� 15 - - - I , �J E G R E S S'�\\\\ __ SEMEN � I I s,s83 sf i R x17,871 sf � i - - - �� \\ \\`/�� IR-ox6 - • Iry se 6� - -�s 6s2' z -------- ----- -__ - ------------- 99 136.49 r cm If Lux Ill -__________----- ------------------=_= - - ------ ---------------- ___-- Al O `n REALIGNMENT EASEMENT • _ _ - _ 1A1 „1 w W USTICK RD l _ - - - - - - - - - - - _ I� - - - - z - - - - y y _ m w ram. ° � - - - - Q 2 - -_ _ 2 ° 1 � ,�- ' -�� ss� Y ssI -Er ss ss ss ss ca n ��SS 30 0 15 30 60 P/ P/L 24'-0" P/L P/L P/L L 47'-0" P/L 18'-0" SCALE IN FEET e 7'-0" 33'-0" 7'-0" 1„=30' j -0"5'-0' 16'-6" 16'-6" 5'-0" -0 9'-0" 9'-0" 12'-0" 12'-0" w 14'-6" 14'-6" /-l' RIBBON CURB 1'RIBBON CURB [1' RIBBON CURB 1'RIBBON CURB o SLOPE 2.00% SLOPE 2.00% SLOPE 2.00% SLOPE 2.00% SLOPE 2.00% SLOPE 2.00% - 4" - 3/4" MINUS 4" - 3/4" MINUSJ DATE: CRUSHED GRAVEL JCL CONCRETE 6" - 6" MINUS PIT RUN CRUSHED GRAVEL 10" - 6" MINUS PIT RUN 03-04-2025 SIDEWALK (TYP.) 4" - 3/4" MINUS PROJECT: 2 1/2" ASPHALT 4" - 3/4" MINUS CRUSHED CRUSHED GRAVEL 2 1/2" ASPHALT C2020-018 PAVEMENT GRAVEL (COMPACTION REQUIRED) PAVEMENTHALT PAVEMENT SHEET 47 RIGHT-OF-WAY STANDARD ROLLED OR 6" VERTICAL 2 4' RIGHT-OF-WAY CURB & GUTTER (TYP.) As PER 18 TYPICAL ACCESS TYPICAL STREET SECTION PLANS DRIVE SECTION TYPICAL ACCESS DRIVE SECTION NOT TO SCALE 10" - 6" MINUS PIT RUN NOT TO SCALE P - 2 NOT TO SCALE Q O U PRELIMINARY ENGINEERING PROFILES FO = o � o SEWER LINE A PROFILE PAW SUBDIVISION ._ Z � Cc 2580 2580 Z � g W Z Rw W z W w v 00 Y O W ° o00 N � �00 m � N z Ld� N � W N NONE ? v � ON V vm � NnO • L Q + LO N 2 (ON OON Q � ON (nH � > 00 CD + � Z O (n (nOfZ 2 'tN — S pN L N � F (nNCN C� � � ' — 2570 N ��257 in of Z [DI TRU - -- �- -- - — — — —— — — — - - - -- �TF OF ��P �� —— — — ——— — — —- - - --- - 4'//D A.BP\ CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: DAB/DES ' 153 LF 8" PVC (90.62% 277 LF 8" PVC ®0.39% (281 LF C C) 2560 2560 2+00 3+00 4+00 5+00 6+00 6+39 SEWER LINE C PROFILE 2580 2580 Z Z W 00 W 00 N 00 cD 00 00 N 00 00 N 00 N NN co e I � N 1p N OO OO C' I� ON N � � � ( r,I- ri McD H (o co an `! SSMH C-3 N amnN rnn 0; Lo Lo .. 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Z > > > � Q � > N ~ � Z Z NN � Z ZZ V (ninO_ _ _ W 2570 —— — —— 2570 198 LF 8" PVC 0.62% (202 LF C— ) Z 78 LF 8" PVC =@0.42% ( 82 LF C C) L.L L.L 2560 2560 DATE: 2+00 3+00 4+00 5+00 6+00 7+00 7+37 03-04-2025 PROJECT: C2020-018 SHEET +� M v Q p U = Q O 00 � ADJACENT PROPTERIES FOR v PAW SUBDIVISION '— Z ~ _c� Z MERIDIAN ADA COUNTY, IDAHO a 2025 = c� W Z :oftoc LLI W Q W � Z w co Y Z O coW 000 0Y 0 z LLj N (n V V m I R9465760550 3496 N TRADEWIND AVE BILTMORE COMPANY LLC I C�S\ON L FNG �G\s rFR�o'y� D� TRU G`T� R9465760560 1 B� TRADEWIND LEGEND BILTMORE COMPANY LLC I I BOUNDARY of LOT LINES D A.B ROAD CENTERLINE - - - R9465760570 ' RIGHT OF WAY O DAVIIDCHECKED BAILEY BY: P.E. 3452 N TRADEWIND AVE LOT NUMBER BILTMORE COMPANY LLC BLOCK NUMBER BLOCK 7 DRAWN BY: DAB/DES I I EASEMENT SETBACK R9465760580 SO435449910 I CURB GUTTER & SW W. ASHTON DR. 3430 N TRADEWIND AVE 3485 N LINDER RD STREET NAME MOORE, DANIEL G YURKE, MARTIN W I HANDICAP RAMP 8D.— MOORE, JILL K SEWER LINE S S s WATER LINE W STORM DRAIN LINE PRESSURE IRRIGATION p Pi P R9465760590 GRAVITY IRRIGATION 'RP 'R" 3408 N TRADEWIND AVE f FLOW ARROW MCKAY, MALCOLM K IV I I FIRE HYDRANT 49 CATCH BASIN STOP SIGN `n o `�J ;_J U) EXISTING WATER WELL W I ozr ��z oozw o��� FOUND ALUM. CAP �co§E co Q r —<1 �z�z I O � R9465760600 o cn I— C:)cn a- co 3:cn u o 3 z Q MONUMENT 11LTMORE 820 W CROSSWIND S r 0p m r,o o coop � r-(n o COMPANY LLC Ln o' Ln o'u m o o r-o z FOUND BRASS CAP cOU� coo Lo�Qp w It coo=_ vV)co E I MONUMENT �oo� 0�U Of z � QQ INFILL LOTS U cq \ r r m o a Q SO436336052 3610 N LINDER RD G20 LLC I I R9465760380 W WIND DRIFT ST BILTMORE COMPANY LLC R9465760420 I R9465770040 3349 N WHIRLWIND AVE 3364 N WHIRLWIND AVE J LEVERMAN, ANDREW GLENN ROBINSON-WILLIAMS, 1 PHILIP JAMES o Z ROBINSON-WILLIAMS, 0 0� JAMIE I 0 � o z_ w I R9465770030 o)3:oo� R9465760410 3333 N WHIRLWIND AVE 3323 N WHIRLWIND AVE I �N� BECKER, KURT W \ LESLIE, TURNER D cc LESLIE, KIERSTYN BECKER, JENNIFER L \ �m I \ \ \ R9465770020 \ ` / 3310 N WHIRLWIND AVE \ BEST, BENJAMIN _ BEST, MEGAN � U I z J O F O� d U N I LJ 0 \ y U OQGv O�QUi rn ^aZ co � 2� � v �ZJ O�� �� WLLI v� d 3� /� Q � ^4, Q� 1� N ap Z OOQ 22 J \ \ La 03QQ /�Q� O�Q � Z Z tl \ \ Zo SO436336111 1450 W USTICK RD MRS LAND HOLDINGS LLC _ I e wm Wim WE \ \ I a I �\ I o - - - _ - W. USTICK W USTICK RD —————— —————————————— ———— 0 CREEK HOME OWNERS ASSOCIATION 1 w . t~n N w Q=w ooz w0� Cww • \ S1 201223115 oozes ozzw \ \ .� I 1515 W USTICK RD o w-i N co�~ o m o z SINDON, WILFRED T I m o o m z Y �w -0 /I� �S4NDON, EVELYN H �\ S1202110015 3195 N LINDER FAD `I m o Ln?c w •� ADA COUNTY - EMS DI TRICT oo m a_0:: oomwcn mom 0�ow �z0,� R8557170290 cv= z 0 Q Q 134 N BLUE SPRINGS AVE °r°a o Q Ln LANIGAN, STEVEN S I \ LANIGAN, MICHELLE C o z C) 0 0 610 D�,� R85571of 70300 F 3120 N BLUE SPRINGS AVE 'GJOHNSON, GARY EVERETT C 70400 FOXFARRELL, MELISSA JUro NGTIME WAY I , DAVID C \ I \ E I TREADWELL, LINDA L `n Cf)U m \ R8557170310 00 1 I 3090 N BLUE SPRINGS A \ I d o� \ HAMILTON, LISA L o= HAMILTON, MARK J �\ o r7 \ \ 60 0 30 60 120 DATE: 03-04-2025 SCALE IN FEET PROJECT: C2020-018 1"=60' SHEET Q O E QN { ♦ + O 0) v N T W ■— Z �_ Z � g W Z Rw Lu Z w U) i Z 0m W 0 `o lr_ 0 Z w N !n V m �c AL FNG �G\s T'EF y A pal '9T Q� � p F 0 CHECKED BY: 1/4 DAVID A. BAILEY P.E. Gl DRAWN BY: `17I 35 36 DAB DES II I I I 'II I 00 II i� UNPLATED S89'31'02"E 344.93' 45.00' - - _— II — N89'24'56"W IL `^ ON ol I II II z o 0 O z p I Z m I aII �N I PERMANENT I I ( m l II I I SLOPE II J EASEMENT I II b I Lo W. CROSSWIND STto N � o � I I N I 2 Ap w Lo ry / 24D b Z w Lc) o i I J \ `° II 3 I I z Ln `0 b III I II N N I II 3 II 3 n Lo y3 I CD I I II I o w II o ui > W = = = -- _ _ - - - - - - - - - - - - - - _ o �— I� z N — w w w w w w w SD SD_f? p o 65.88' C� NO'15'19"E—Z ,�� 7' o o CREA3't5td z INGRESS EGRESS 50_� EASEMENT\ �\ Oo� I EASEMENT —I_ — 9, �- - - - - 1 T'l' -_ !� N 89'14'45"'I o o °' CREASON LATERAL PERMANENT SLOPE EASEMENT 'n Lo REALIGNMENT EASEMENT77 in r CK II �' 1/4 35 2253.35' —Buz — — W U390I 00' RD - — — I II 2 35 36 2 1 II 2643.35' . II S89'14'45"E o PARCEL NO. SO435449705 OWNER — BUYRITE LLC PARCEL NO. SO435449025 OWNER — BUYRITE LLC o 60 0 30 60 120 CURVE TABLE 60 0 30 60 120 CURVE # LENGTH RADIUS DELTA BEARING CHORD 1 "=60' SCALE FEET c1 73.79' 125.00' 33'49'17" N57'09'35"W 72.72' SCALE IN FEET 1 "=60' 0 DATE: 03-04-2025 PROJECT: C2020-018 SHEET OPEN SPACE EXHIBIT FOR � R 0 ,� PAW SUBDIVISION - aco N � Lu T 2 5 0 6 s f t LOCATED IN THE SE 1/4 OF THE SE 1/4 OF .= Z a SECTION 35 T.4N., R.1W., B.M. Z ARTERIAL BUFFER MERIDIAN, ADA COUNTY, IDAHO G) Z 2025 a 917sgft '_ cy COMMON LANDSCAPE W Z CD o f 7f , W � W 5 S89 31 02 E 344.93 Z =rano� II 5.00' PI P __7 - - � (p --III °24'�56" ' co wco � N - I 3 i ��� PLAT LEGEND W h o 5657s ft - III I _ a I ww 5 N S Z N 8 � III J 1,948 3 386 II I I I < q COMMON LANDSCAPE PROPOSED FIRE HYDRANT V 7w STREET LIGHT II I O API PI° °PI ° I �1- PI PI ftl° C A N O T I EXISTING CONTOUR z I I I I /�/ I I I I I I I I I I I I � iii (/) z O 7 III I \ANAL F RIGHT-OF-WAY LINE nN N1 LOCK 1 z3i I 5,657 2,506 LOT LINE GRAVITY IRRIGATION LINE 8 (n 31 ® © n iii I Common LotsEXISTING SEWER LINE 1,781 1,420 2,492 s° 2,492 1,420 1,420 1,420 1,420 1,790 ��' ILOt AreaType I S s PROPOSED SEWER LINE s III I I BLOCK 1 Lot 1 OPEN 5657 DRAINAGE D A.BP` EXISTING WATER LINE I BLOCK 1 Lot 5 1948 PRIVATE DRIVE PROPOSED WATER LINE 0 L - -� �° -°� CHECKED BY: __- __ _--_- 25' 20' 2,V s 24' 20' 20' 20' 20' 25' 4' I BLOCK 2 Lot 7 OPEN 2506 ARTERIAL BUFFER DAVID A. BAILEY P.E. -----------------------� Ili 3 ----------- ---------------------------- s sa s s P P PRESSURE IRRIGATION LINE BLOCK 2 Lot 8 3386 PRIVATE DRIVE DRAWN BY: II I STORM DRAIN LINE DAB/DES W. CROSSWIND ST - III ' w w w w w � w w :� w�--w w u ;^ ii I I I BLOCK 2 Lot 9 OPEN 917 OPEN SPACE - J I . II ROAD CENTERLINE �II BLOCK 3 Lot 7 OPEN 441 COMMON LANDSCAPE - - - - - - - - - - - - - - - d• I _ � _ I T 1II BLOCK 3 Lot 14 OPEN 4958 COMMON LANDSCAPE ROLLED CURB/GUTTER AND SIDEWALK ii BLOCK 3 Lot 15 OPEN 6683 COMMON LANDSCAPE FP EXISTING EDGE OF PAVEMENT -------------_------------------ . ,. a r r . , N EDGE F PAVEMENT ,. � � ' •r ��� I 3 Lot 16 OPEN 17871 ARTERIAL BUFFER � ------- 30' 20' 20' 20' 20' 33' ''I'I. I I 1 I I BLOCK 3 Lot 18 OPEN 1604 COMMON LANDSCAPE �i LOT NUMBER SD w I i BLOCK 3 I I BLOCK 3 Lot 20 2690 COMMON PARKING ssoosf LOT AREA SOUGH h ;; BLOCK 3 Lot 22 25759 ACCESS DRIVE II I I BLOCK 7 BLOCK NUMBER II BLOCK 3 Lot 29 OPEN 9526 COMMON LANDSCAPE ' U I LD I G C I �' I FLOW ARROW W. ASHTON DR. STREET NAME BLDG III 6 5 4 3 2 co 1 II; 2,292 aw 1,720 1,720 1,720 1,720 3,004 ' Q 21 2020 SF III l C 18,235 E! SURVEY LEGEND LU ° I Id Id d I �I „ SID SO !! I LJ 0 FOUND ALUMINUM CAP " ° l' 11 ° l 'd 1 SO SID so O FOUND 5/8" IRON PIN 2b'°° 20'° 2 0'° 2b °. r ®® III Iu col „I I O III 8 5 0 s g f t 0 �'� I iii 0 CALCULATED POINT Z 7 _ _ _ 85• _ �e GRASSLl "'''I ; III PROPERTY BOUNDARY LINE COMMON LANDSCAPE I III -- -- -- 1 Sf w I III - -- - -- Q SECTION LINE • ON � _ � I III �1 'A � °r20 @I' ° 20' . ,- • Z III 56' 43 �i c' t V� lr-° 6 r r° >r NO III _ JIN V r °I I° • f I I r I b I I ° >° °I I , III CV I - -� �� ' P1 1 , 11 I � I II L-----I ------ -- -- -J L----- III I I O L0 III III "' '- III III Z I 28 27 26 25 24 23 75' III III I II m 2,008 1,6J0 1,620 1,620 1,620 2,006 III III ADDITIONAL DETAIL D Y 4� ul I lu 'i LAND USE SUMMARY 0 I Q BUILDI G E SEWER CITY OF MERIDIAN z I 2,690 sf it i I i� - WATER CITY OF MERIDIAN Q O Y pl �� OVERALL PROJECT DATA (� O 2,48� ° ° ° iii I I " SCHOOL DISTRICT WEST ADA I � p p 25' °° a�20' 20'°° °2o, 20'°° a 25' 70� CURRENT ZONING C-C FIRE DISTRICT MERIDIAN z J a a a 111 I PROPOSED ZONING C-C& R-40 IRRIGATION NAMPA MERIDIAN IRRIGATION DISTRICT m ° i d'ii i I TOTAL PARCEL AREA 4.77 (1 J �� 9526s ft I a -- - Q � c�11 COMMON LANDSCAPE 10 �, - 29 z N;� it TOTAL LOTS 49 N W III �! COMMON LOTS 10 OWNERS Z iaa 10 9,526 sf -- ° III (`� I i �� RAMA GROUP LLC O a ° ° W i COMMERCIAL LOTS 1 1580 W CAYUSE CREEK DR ----` I i u RESIDENTIAL BUILDABLE LOTS 35 MERIDIAN, ID 83646 N so _- C� u I v/n Ln I III w P \ N 0 � i iii v � TOTALDWELLINGUNITS 45 DEVELOPER o � ° ° P, P ° ° P ° %°4 --- z 19 III PRIVATE DRIVE LOTS 3 BILTMORE COMPANY W Q Q III III 1580 W CAYUSE CREEK DR N o 9,270 III I ' III RESIDENTIAL GROSS DENSITY 9.4 UNITS/ACRE 1 1 ----- I J 10 MERIDIAN, ID 83646 IX z > o a I.1.1 I ---- � W I III III `g m I II I I II BUIL NG F z ENGINEER II DAVID A. BAILEY, P.E. J BAILEY ENGINEERING, INC. I I III 1119 E. STATE ST.,SUITE 210 :t '*/i Q iC0 III III 30 31 co 32 � 33 � 34 In 35 ___ - U CO iii I iii EAGLE, ID 83616 e III -a Q 2,005 1,623 1,617 1,623 1,623 2,002 � •III � III --- --- ---- ---- ----� ---- -----� -- Sul I III PLANNER/CONTACT W III � III OPEN SPACE SUMMARY 0 - _ �Lill_ I�111 � I III KENT BROWN o I KENT BROWN PLANNING SERVICES COMMON AREA 1.94 ACRES/40.67% 3161 E SPRINGWOOD DR Y 1 l a III III USEABLE OPEN SPACE REQUIRED 0.72 ACRES/15.0% MERIDIAN, ID 83642 0 s 1° ��e 11 1 III USEABLE OPEN SPACE PROVIDED 0.76 ACRES/15.93% 208-871-6842 C 13, 20'° 2 0' 20 12' III III - IO III I III ` � III III Y -- - lu)ul P I I lu I II I P �I r-- III I II I 0 I u \ 1 22 i0u� iii o (n I u 25,759 sf 1 ' f° '1 •I 144' I1 �� ' �� 1 7 3 4 S f t 3,296 II rs r ° COMMON LANDSCAPE - da \ 1,604 sf I III III BUILDING H o 5785s ft d3 ISM b �' 17 m 111 rI a 0 III COMMON LANDSCAPE d� d� 9,33 14 6\ VERTICAL INTEGRATED RESIDENTIAL 111 NO°15'19"E\y� "' III I II � II `III i II J d 57) 144' III I I ii III II d I III III I III ;II II 6,683 sf i� � � II i �____ 11 , ad ��,, 11111 - -------------- o ------- --r-T-r R- - -------- -�� P�8J�1 1 IP �_-------297.99y------ 136.49�--- - 1 --------------- _ ----- ---------------- -- ------------------------- ----- ---------------- ---------------------- -- - ----- ---- --------- ------ O In � o 35 z W. USTICK RD. W US-TICK RD 1 4 - - - - -❑ - - - - - - 35 36 , - - - - - - - - _ - 2 1 40 0 20 40 80 6 4-,35' o ° _ SCALE IN FEET - -, 1»=40' 6683sgft 17871 sgft 0 COMMON LANDSCAPE ARTERIAL BUFFER DATE: 03-04-2025 PROJECT: C2020-018 SHEET