Loading...
HomeMy WebLinkAboutPlan, Tentative APPLICANT 11/17/2020/ r STREET / 26," CROSSING g / SOFFIT LED STRIP LIGHTS ti / I (f) ----/ f c BUS STOP / I r I /AELECTRIC SPHALT I Z DRIVE / I FACILITY I ' QWEST v I E45EMENT 2,059 SQ FT 1 18 PARKING LOT/DRIVE 1� -I p 1 20 SANITARY I SEWER STORM FACILITIES 1 EASEMENT 1 1 I N894431E 237', EXISTING CATCH 5451N i I 1 IX19TING B" WATERLINE NORTH A srRSST � � 1 - not - ^T �`EME� _ 0, Nr1471 � 10 IX15TING �-�-� 850627E 7162' - - I FIRE HYDRANT - - — - — _ _ _ �1 .AND WATER I � I VALVE ----- -------- - - - - -- -- ----- -- -- --- -- -- --- -- — -- -- TL 02502 ENTRY SOFFIT LIGHTS — - ------ -- BICYCLEPARKING E SANITARYSEWER (4)9RAGES CONNECTION - SS — — SS — — SS FOULARD DGHT I I I I I I I I I I I I �_—T— I I I SITE PLAN SCALE: I = 10' AUTOMOBILE PARKING CALCULATIONS OFFIGE/RETAIL 4,357 SQ FT @ 1900 = WAREHOUSE 3,267 SQ FT @11000= TOTAL PROVIDED. BICYCLE PARKING CALCULATIONS BOLLARD LICHT —5 89 5814E 3772' 1 EXISTING T IC F117RATION-F-ywVwV' 2,059 SQ FT SOFFIT LED 18 PARKING LOT/DRIVE 15 (38%) 1 EXISTING MONUMENT STRIP LIGHTS (24%) STORM FACILITIES 51GN TO BE REMOVED (3%) JOB NO of r 1 DRAWN BY — — I \ z o wl I 18 I � V WILLIAM ALL 20 POLE 1 STORMPATER FILTRATION x PLANTER OF ARCHITECTS 1 Al C A&-Swrh A�d:zcw�e, PC %dg tBW& I I I I I I I I I I I I �_—T— I I I SITE PLAN SCALE: I = 10' AUTOMOBILE PARKING CALCULATIONS OFFIGE/RETAIL 4,357 SQ FT @ 1900 = WAREHOUSE 3,267 SQ FT @11000= TOTAL PROVIDED. BICYCLE PARKING CALCULATIONS BOLLARD LICHT —5 89 5814E 3772' 1 EXISTING SORT LED WALL LICHT STRP LIGHTS —SS— I I O BOLLARD LIGHT 0 - - - - - 6.x- CURB/BUMPER o I I 1 2 3 4 5 6 I 7 8 POLE 1 ,T w of oI 1 4 T IC F117RATION-F-ywVwV' 2,059 SQ FT SOFFIT LED 18 PARKING LOT/DRIVE 15 (38%) I STRIP LIGHTS (24%) STORM FACILITIES PLANTER i (3%) JOB NO 0820 DATE 1 DRAWN BY Steve Bill \ z o 18 I � V WILLIAM ALL 20 POLE 1 / LOADING ZONE- DGHT I J x I x OF ARCHITECTS 1 Al C A&-Swrh A�d:zcw�e, PC %dg tBW& 17 II CONNECT TO o III / \ e / \ TL 02602 III / 6 I / m III / \ II SORT LED WALL LICHT STRP LIGHTS —SS— I I O BOLLARD LIGHT 0 - - - - - 6.x- CURB/BUMPER o I I 1 2 3 4 5 6 I 7 8 POLE 1 ,T w of oI 1 4 T IC T 2,059 SQ FT (8%) 18 PARKING LOT/DRIVE 15 (38%) I 5,965 SQ FT (24%) STORM FACILITIES 816 SQ FT (3%) JOB NO 0820 DATE 17 November 2020 DRAWN BY Steve Bill \ / FLooRDRAIN FOR V WILLIAM ALL / LOADING ZONE- x I x OF ARCHITECTS SHEETNO Al C A&-Swrh A�d:zcw�e, PC %dg tBW& CONNECT TO / \ e / \ / \ SANITARY SEWER / / / \ 14 l o - - - - - - - - - - m 1 m 1 SANITARYSEWER 5'-0" 18'-0" 24'-5 MANHOLE O 13 - o / m 1 12 I ui u'S - - - - - - - - - - - - - - - - II 1 I 1 SHAREDACCF39 DRIVE ___________—_ NB94431W 109.00'—_—_—_—_—_—_—_—_—_____________ EXISTING CURB 17-02-33-41-02502 AND 02602 LOT AREA 25,112 SQ FT (0.58 AGRES) 14.5 BUILDING FOOTPRINT 6,760 SQ FT (27%) 3.3 SIDEWALK AREA 2,059 SQ FT (8%) 18 PARKING LOT/DRIVE 9,512 SQ FT (38%) LANDSCAPE 5,965 SQ FT (24%) STORM FACILITIES 816 SQ FT (3%) (3) SHORT TERM AND (1) LONG TERM REQUIRED TOTAL IMPERVIOUS AREA 73% (4) TOTAL PROVIDED TOTAL PERVIOUS AREA 27% O IS LONG TERM, COVERED, AND VISIBLE FROM REGEPTION/GUSTOMER COUNTER VICINITY MAP SCALE: 1" = 50' — — — — — — I o 1 SHARED ACCESS DRIVE COMPACT COMPACT 9 10 1 20 POLE DGHT 1 III I II B'-0" B'-0" 1 III III 1 --_-------_ ------ N89 4431W 109.00' 1 SHEET INDEX ARCHITECTURAL Al SITE PIAN A2 LANDSCAPE PIAN A3 FLOOR PIANS A4 EXTERIOR ELEVATIONS CIVIL 1 SITE ASSESSMENT 2 GRADING PIAN 3 UTILITY PIAN 380 Ln InStmet Eugene, Oregon 97401 Phone:541-344-3332 F. 541-344-1597 �borsouth,om PROJECT Budget Blinds Site Plan Review 58th & N A Streets Springfield, OR INDEX Site Plan JOB NO 0820 DATE 17 November 2020 DRAWN BY Steve Bill CHECKED BY REVISION V WILLIAM ALL GEN , GON • MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS SHEETNO Al C A&-Swrh A�d:zcw�e, PC %dg tBW& LANDSCAPE PLAN SCALE: 1" = 10' ❑ LANDSCAPE SCHEDULE # MK GOMMON NAME BOTANICAL NAME NOTES/REMARKS 4 AR RED SUNSET MAPLE AGER RUBRUM RED SUNSET 2" CALIPER I STREET TREES 4 FL OREGONASH FRAXINUS A9FOLA 2"CALIPER 4 GK FLOWERING DOGWOOD GORNUS KOU5A 1"CALIPER 24 VD DAVIDVIBURNUM VIBURNUM DAVIDII 5CALLON 39 PM ENGLISH LAUREL PRUNUS AUROGERASUS OTTO LJYKEN' 5CALLON 21 LA DWARF EN GU SH LAVENDER LAVENDULAANGUGTIFOLA MASTED' 1 GALLON 23 PFAH HAMELN FOUNTAIN GRASS PENNISENMALOPERGUROIDES HAMELN' 3 GALLON 1 RFG BLACK-EYED SUSAN RUDBEGKA FULGIDA GOLDSTRUM' SPAGEDIB"OG 16 51 GOLD MOUND SPIRFAJAPONICA GOLD MOUND' 5CALLON 1 RUG CREEPING RASPBERRY RUBUS CALKIINOIDES SPAGEDIB"OG 12 ELAG BURNING BUSH EUONYMUSALATA OOMPAGTA' 5CALLON 1 AU KINNIKINNIGK ARGTOSTAPHYLOS UW-URSI SPAGEDIB"OG 16 BETS DWARF JAPAN ESE BARBERRY BERBERS THUNBERGII CRIMSON PYGMY' 3CALLON LANDSCAPING NOTES A PERMANENT UNDERGROUND IRRIGATION SYSTEM SHALL BE PROVIDED PERSDC44-105(G)AND SHALL BE CONTRACTOR -DESIGNED. ALL PLANTING SHALL BE INSTALLED PERSDC44-105(I)AND SHALL BE CONTRACTOR -DESIGNED. 380 Ln Pingtmet Eugene, Oregon 97401 Phone:541-344-3332 11. 541-344-1597 �borsouth,om PROJECT Budget Blinds Site Plan Review 58th & N A Streets Springfield, OR INDEX Landscape Plan JOB NO 0820 DATE 17 November 2020 DRAWN BY Steve Bill CHECKED BY REVISION V WILLIAM ALL GEN , GGN • MEMBERS OF THE AMERICAN INSTTLJTE OF ARCHITECTS SHEETNO A2 C A& -S ffi A�chittcwa, PC %dg tBW& FIRST FLOOR PLAN SCALE: 1/8" = 1'-0' 6,760 SQ FT / K / SECOND FLOOR PLAN SCALE: 1/8' = 1'-0' 864 SQ FT 380 Ln Ingtmet Eugene, Oregon 97401 Phone:541-344-3332 F. 541-344-1597 �borsouth,om PROJECT Budget Blinds Site Plan Review 58th & N A Streets Springfield, OR INDEX Floor Plans JOB NO 0820 DATE 17 November 2020 DRAWN BY Steve Bill CHECKED BY REVISION V WILLIAM ALL GEN , GON • OF to MEMBERS OF Tr3E AMERICAN INSTITUTE OF ARCHITECTS SHEETNO A3 C A& -S ffi A�ch:zcwa, PC %d�tBW& SOUTH ELEVATION SCALE: 1/8" = l'-0" EAST ELEVATION 380 Ln Ingtmet WEST Phone:541-344-3332 ELEVATION �borsouth,om SCALE: 1/8" = l'-0" SCALE: 1/8" = l'-0' NORTH ELEVATION SCALE: 1/8" = l'-0" 380 Ln Ingtmet Eugene, Oregon 97401 Phone:541-344-3332 F. 541-344-1597 �borsouth,om PROJECT Budget Blinds Site Plan Review 58th & N A Streets Springfield, OR INDEX Exterior Elevations JOB NO 0820 DATE 17 November 2020 DRAWN BY Steve Bill CHECKED BY REVISION V WILLIAM ALL GEN , GON • OF to MEMBERS OF THD' AMERICAN INSTITUTE OF ARCHITECTS SHEETNO A4 C A& -S ffi A�d:zcw�e, PC %dg tBW& z J U) a p Z_ z W _J 2 m o z w _--- Lu W Q U)z w Q C) �o 0E°°.e,,.E1µuPED n Y / O / � m i / I NORTH "A" STREET E: ------— — — — — — — — — — — — — _ 7' WIDE PUBLIC I r� "� — .• UTILITY EASEMENT I °O;wa� -'8—YI3— I N O N 4 [1_ � M 1.N 9 H pMP' PUBLIC SIDEWALK Aa _J I / 9zINGRESS-EGRESS x X EASEMENT Q Q LEGEND 48 —515— — EXISTING MAJOR CONTOUR AND ELEVATION H— TAX LOT PRIVATE INGRESS & PUBLIC UTILITY EXISTING MINOR CONTOUR AND ELEVATION EASEMENT _� #2502 TAX LOT #2602 I I EGRESS EASEMENT 3 I _--EX. S.D— EXISTING STORM DRAIN aE EX. B' W.W. �� a aum — EXISTING WASTE WATER AND SIZE EASEMENT TO b.S. e MAP 17-02-34-32 EX_8' W EXISTING WATER LINE AND SIZE WEST COMMU CATIONS — III TAX LOT #202 W'o w o — —5 -YEAR TT— EXISTING TIME OF TRAVEL LINES 'q"" res I = =EL— — — — —— — — — — .sE — — T — — � —" a z v EXISTING FIRE HYDRANT J t°°sixE X1,1 EXISTING STREET LIGHT O ^�^ 20' WIDE SANITARY Z EXISTING WASTEWATER MANHOLE 4 I~ -1 i — — — — — — — — -------- — SEWER EASEMENT EXISTING DRANMAHOLE / P.U.E. PUBLIC UTILITY EASEMENT EXISTING TREE LLJ --- — - — — — — — — — — — — /� _ 0 Z �o O 00 Ln — ¢ 5' WIDE PRIVATE 60' Ua T ^w "-w STORMWATER EASEMENT y W III Lu 5 WIDE TEMPORARY6 PRIVATE SURFACE DRAINAGE EASEMENT 7' WIDE PUBLIC TAX LOT #2601 TAX LOT #2600 I NOTES: UTILITY EASEMENT 1. APPLICANT/OWNER:ENOCKSON ENTERPRISES, LLC 2. APPLICANT'S REPRESENTATIVE: PRIVATE INGRESS & THE FAVREAU GROUP. 3750 NORWICH AVE., EUGENE, OR 97408, 541-683-7048. ELEVATIONS FOR THIS SURVEY ARE BASED UPON EGRESS EASEMENT GRAPHIC SCALE 3. 17-02-33-41 TAX LOT 2502 & 2602 CITY OF SPRINGFIELD BENCHMARK #69: A BRASS 4. WATER, POWER, GAS, TELEPHONE AND CABLE SHALL BE LOCATED IN THE PUBLIC RIGHT OF WAY. CAP MAKING THE SOUTHEAST CORNER OF DONATION m o 10 m 40 so 6. OMIT LAND CLAIM NO. 74, ELEVATION = 512.98' (NAVO88) m 7. ELECTRICAL TRANSFORMER LOCATIONS SHALL BE DETERMINED DURING THE DESIGN PHASES. 8. SEE VEGETATION PLAN FOR STREET TREES AND ADDITIONAL PLANTINGS. 9. DEVELOPMENT AREA = 20,882 SQUARE FEET FEET) F 10. PROPOSED RIGHT OF WAY = 0.0 ACRES 1 inch = 20 ft. o 11. PROPOSED IMPERVIOUS AREA = 14,264 SQUARE FEET. 12. THE PROPOSED DEVELOPMENT IS COMMERCIAL. 13. THE PROPOSED BUILDING SIZE = 6,821 SQUARE FEET 14. OPEN SPACE: 0.0 ACRES 15. ZONING AND COMPREHENSIVE PLAN LAND USE DESIGNATION: CC 0NNN 16. BENCHMARK: 58TH/A - LC BC IN CONIC 75'E OF CA INT STAMPED "SE COR DLC 74 1971", ELEV. 512.98 O Z (NAVD 1988). m 17. THE NEAREST FIRE HYDRANT IS ON A STREET ADJACENT TO THE SITE C� W u R W SOIL TYPES. W Z—U, 3 #118 SALEM GRAVELLY SILT LOAM, SOIL GROUP B, WELL DRAINED 0 i Z Z Q W o0El LL Ll FEMA W> M THE SITE IS ZONE 'X' AS SHOWN ON FIRM COMMUNITY PANEL NO. SHEET INDEX u V w 41039C1134 F, DATED 2 JUNE 1999. NO BASE FLOOD ELEVATION 1 SITE ASSESSMENT OF EXISTING CONDITIONS a DETERMINED 2 SITE AND GRADING PLAN u 3 UTILITY PLAN 4 DETAILS WELLHEAD PROTECTION SITE IS LOCATED WITHIN THE 99 YEAR TIME OF TRAVEL ZONE.S,`cL�IkV PROF�f \�G I Ne 8 r J �NYJ.FP EXPIRES DEC. 31, 2021 SHEET 1 OF 3 CONSTRUCTION NOTES Z z 1O CONSTRUCT 4" AC OVER 12" OF CRUSHED ROCK d J O CONSTRUCT 6" CURB AND GUTTER PER CITY STANDARD 3-5 (D Co _j z W O3 CONSTRUCT 6" CURB ONLY PER CITY STANDARD 3-5 w ® CONSTRUCT CONCRETE WALK CD Z w 5O CONSTRUCT 3' WIDE CONCRETE VALLEY GUTTER (7 tl Rµu p n Y © SAWCUT EXISTING PAVEMENT TO SOLID AC E.—uAP ,;,, =eldo 9O CONSTRUCT ADA RAMP / O 10 CONSTRUCT 1.5' OPENING WITH 2' X 2' ROCK SPLASH PAD // m 4" OPEN ROCK 11 CONSTRUCT 25 WIDE CONCRETE WALK 12 TAPER CURB FROM 6" TO C" IN 3 FEET / � I NORTH "A" STREET E---------- — — — — — — — 7' WIDE PUBLIC I UTILITY EASEMENT I �' �u r\ L _ _ O O , � o O � N O Fjr\ZGNLE1SS-EGRESS c slDEwaLK AND a �WITREET/ 10 X X 48,"" < 3 EASEMENT Q Q „s 1 11 - 51227 T.C_ 512-57 T.C- I-- - 511.77 F.L. ( 51207 EL o s:a, --------/TAX _ __ PRIVATE INGRESS & EASEMENT TAX LOT #2502 TAX LOT #2602 1 I EGRESS EASEMENT 3 0 .'< aEcmic 512.23 F.S. o s 512.25 F.F. 1 512.23 F.S. 512.20 G.F.F. 512.18 F.S. "----------------C EASEMENT TO .S. e 9 MAP 17-02-34-32 WEST COMMU CATIONS -- - " I 4 1 512.18 F.S. I rax LOT #202 m 2 4 a A a =77 7 'r sTAI I a r" — 10 511 79 T C ; ' 51215 T.0 51129 FL r 29 511.65 F.L. 51239 TG 2D' WIDE SANITARY 5fit89f€i. SEWER EASEMENT 11T r ;,. , _ 512.31' - - 512.68 T.C. 512.70 T.C. i 2 12.361 T.C. 51 . _E.S_- 3+ F.LC'� C12.70 F.S. _�, _( F 512.18 F.L. _ 11.861 F.S. 151288 T.C. w 3 _ _ _ 5' _ ot2.48T.0 -_-_ _ 512.33 F.S. r _ --- 511.94 F.L. — — — — — --- 511.98 F.S._ -_ _ H __ - 1,),, 512.78 T.C. 511 3 T.C. 2 — ��_ 512.91 T.0 _ 512.78 F.S. 510 3 F.L512 . 3 .41 F - 512.99 T.C. Z CA _ 512.78 T.C. 1 T.C.- 1 _ i" 3 512.49 F.S. O Z W rco 151228 F.L. 512.09 F.L. Q L i 1:HIH POINT ------------_ 5' WIDE PRIVATE R W 60' T6 III STORMWATER EASEMENT w E/ IGuNCRe� ,"� o 5' WIDE TEMPORARY6Gu PRIVATE SURFACE DRAINAGE EASEMENT 7' WIDE PUBLIC TAX LOT #2601 TAX LOT #2600 I UTILITY EASEMENT PRIVATE INGRESS & ' ELEVATIONS FOR THIS SURVEY ARE BASED UPON EGRESS EASEMENT CITY OF SPRINGFIELD BENCHMARK #69: A BRASS GRAPHIC SCALE CAP MARING THE SOUTHEAST CORNER OF DONATION 20 o m 20 40 so LAND CLAIM NO. 74, ELEVATION = 512.98' (NAVD88) m ESTIMATED EARTHWORK ( IN FEET) W CUT = 200 C.Y. 1 inch = 20 ft. Q FILL = 200 C.Y. SOIL TYPES. SOIL GROUP C O Z m FEMA (�') W Ln THE SITE IS ZONE 'X' AS SHOWN ON FIRM COMMUNITY PANEL NO. LU Q .. 41 03 9 011 3 4 F, DATED 2 JUNE 1999. NO BASE FLOOD ELEVATIONQ Z W U o DETERMINED Z5 3 00 > Z ZM m Q w o0 WELLHEAD PROTECTION LL J M LL a SITE IS LOCATED WITHIN THE 5 YEAR TIME OF TRAVEL ZONE. rc = V j a 0 h Z GROUNDWATER PROTECTION CONSTRUCTION NOTES: a a Site is located in close proximity to municipal drinking water well. care shall be taken to prevent groundwater contomination.Any chemical spills or leaks must be cleaned up immediately and clean-up materials disposed off-site and in accordance with Lane County and DEC requirements. In every case, care shall be taken to prevent groundwater contamination. Chemical handling,storage, and use: Contractors develo ers shall be responsible for the safe handling and storage of chemicals, RED PROF 9 / P P 9 9 SZE ESf petroleum products, and fertilizers and the prevention of groundwater and storm water runoff contamination. Chemicals used during � \�G 1 NF construction, including paint and cleaning materials/wastes, must not enter the soil or be washed into the storm water system. All 8 chemicals should be stored in adequate secondary containment. O G J Equipment maintenance and fueling: Precautions must be taken to prevent fluid—containing equipment located outside from leaking, including providing a dedicated area for fueling and maintenance of equipment. This area should be prepared and maintained in a'S'ONy U FP� way that prevents spills or leaks from migrating to the soil or storm water drainage system. EXPIRES DEC. 31, 2021 No fill materials containing hazardous materials shall be used on this site. SHEET 2 OF 3 CONSTRUCTION NOTES 13 INSTALL B" DIA. PVC SDR35 DRAIN PIPE, 14 INSTALL CLEANOUT 15 INSTALL 12" INLET 16 CONNECT TO EXISTING STORM DRAIN PIPE 17 INSTALL 24" INLET 18 CONSTRUCT FILTRATION PLANTER PER DETAIL HEREON 19 CONNECT TO EXISTING STORM DRAIN INLET 20 INSTALL 6" DIA. PVC SDR35 WASTEWATER PIPE 21 CONNECT TO EXISTING WASTEWATER STUB WITH CLEANOUT 22 ADJUST EXISTING MANHOLE RIM 30 INSTALL 1" WATER SERVICE AND METER Vegetation shall not become overgrown and shall be managed to include controlling noxious or invasive vegetation. At the end of the first year and again at the end of the 2—year warranty period, all plants that do not survive must be replaced by developer. Establishment procedures, such as control of invasive weeds, animal and vandal damage, mulching, re—staking, watering, and mesh or tube protection replacement, shall be implemented to the extent needed to ensure plant survival by developer. Vegetation management after the warranty period is the responsibility of the property owner. ADJACENT BUILDING OR EDGE OF PLANT BED SPACING "D" ROW "A" SPACING "D" ROW "A" 3" O.C. 2.6" 18" O.C. 15.6" 6" O.C. 5.2" 24" O.C. 20.8" 9" O.C. 7.B" 30" O.C. 26.0" 12" O.C. 10.4" 36" O.C. 30.0" 15" O.C. 13.0" 48" O.C. 41.5" GROUNDCOVER 8" THICK SPACING DIA CRAM NO SCALE V5'IN. :BLOCK WALL ELEVATIONS FOR THIS SURVEY ARE BASED UPON EGRESS EASEMENT GRAPHIC SCALE CITY OF SPRINGFIELD BENCHMARK #69: A BRASS CAP MARING THE SOUTHEAST CORNER OF DONATION 2D o 1D 20 LAND CLAIM NO. 74, ELEVATION = 512.98' (NAVD88) IN FEET ) 1 inch = 20 ft. PER PLAN THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, AT THE Z EE W W Z 0 Z W J_ J. H 73 O z O co Z E0 R U) w I j o � Y m W Q EXPIRES DEC. 31, 2021 SHEET 3 OF 3 U) BASE OF THE POND SHALL BE A MINIMUM OF 24 INCHES THICK. 0 2. THE BASE OF THE POND SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE Z SOIL, LOAM, AND COMPOST. THE FRACTION OF ORGANIC CARBON (FOC) IN THE CONSTRUCTED MEDIUM SHALL BE CLASS 50 RIPRAP, TOP OF A MINIMUM OF 0.20 (I.E., 40-507) ORGANIC MATTER. IF THE GROWING MEDIUM DOES NOT CONFORM TO THIS ROCK BELOW PIPE INVERT. 514.0 TOP OF MINIMUM FOC REQUIREMENT, THEN THE CONSTRUCTED MEDIUM WOULD BE PLACED IN ADDITION TO THE REQUIRED ROCK TO BE A MINIMUM OF JM W WALL GROWING MEDIUM. 8" THICK � W V5'IN. :BLOCK WALL EQUAL NUMBER OF PLANTS FOR EACH ZONE SPACED ONE FOOT ON CENTER OVER THE ENTIRE FACILITY ZONE A POND BOTTOM Z 5�8 CAREX OBNUPTA 4" POTS 82* EA. (NORTH PLANTER) 115* EA. (WEST PLANTER) -�'19!Z� JUNCUS PATENS 4" POTS 82* EA. (NORTH PLANTER) 115* EA. (WEST PLANTER) Y m * BASED ON ONE PLANT PER SQUARE FOOT RIP RAP APRON DETAIL O nFIL TRA TION PLANTER NO SCALE �� NO SCALE Z EE W W Z 0 Z W J_ J. H 73 O z O co Z E0 R U) w I j o � Y m W Q EXPIRES DEC. 31, 2021 SHEET 3 OF 3 U) 0 Z Z fi JM W _W Z � W w zi W F (' Z Y Go 0 O � m U a Z EE W W Z 0 Z W J_ J. H 73 O z O co Z E0 R U) w I j o � Y m W Q EXPIRES DEC. 31, 2021 SHEET 3 OF 3