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HomeMy WebLinkAboutPlan, Tentative APPLICANT 11/4/2020EXISTING FIRE HYDRANT AT 5W CORNER OF 58TH AND NORTH AAPPROX 100FROM NW BUILDING CORNER EXISTING FIRE HYDRANT ATW91DEOF 58TH ACROSS FROM 7-11 APPROX 220' FROM 5W BUILDING CORNER STREET CROSSING �y/ w LiJ c BUS STOP � I r I /ASPHALT ELECTRIC I DRIVE / I FACILITY I I 1 � I I h' aWEST I I v 1 I EASEMENT O 1 ' 20 SANITARY ------- J SEWER I EASEMENT I I I N894431E 237'1 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 T LED LIGHTS EXISTING CATCH 5451N ENTRY SOFFIT LIGHTS 0 i I I IX19TING B" WATERLINE NORTH q srREEr � I � - _not EIIENr I c. TL 02502 ■ - - - - - - - - - - - - - - - - - - - BICYCLEPARKIN G E SANITARY SEWER (4)9PAGES LNNECON SS — — — SS — SS BOLLARD BOLLARD LIGHT LICHT - 'g --------- EXISTING — 850627E 7162' I FIRE HYDRANT — - — - _ _ _ - 1 SAND WATER VALVE ----- - -------- - - - - - - I SOFFIT LED STRIP LIGHTS SOFFIT LED WALL LICHT STRIP LIGHTS —SS— I I o BOLLARD LIGHT 0 – – – – – 6.x- CURB/BUMPER o I 1 2 3 4 5 6 I 7 8 �1 POLE ,T w of oI 1 —5 89 5814E 3772' 1 EXISTING FILTRATION �-FS PLANTER 1 III I o � 20 POLE 18 1 UGHT m I t5 1 17 II o III m III TL 02602 III 6 I m III 4 T 4 T 15 I x x -------------- o Io G — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -`— 1 m -�rl----- - SANITARYSEWER 5'-0" 18'-0" 24-5 MANHOLE O 13 - 0 1 m II I 12 I ui u'S � III b 4----------- --- --- - ----- 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 ---_---_ (27%) 3.3 SIDEWALK AREA 2,059 SQ FT _ 18 PARKING LOT/DRIVE 9,512 SQ FT (38%) EXISTING MONUMENT 5,965 SQ FT (24%) STORM FACILITIES DICK TO BE REMOVED (3%) JOB NO 0820 DATE 04 November 2020 DRAWN BY �I -47�------------- I CHECKED BY REVISION I V WILLIAM ALL STORMPATER FILTRATION MEMBERS OF THE PUNTER OF ARCHITECTS SHEETNO Al C A& -S ffi 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 T LED LIGHTS EXISTING CATCH 5451N ENTRY SOFFIT LIGHTS 0 i I I IX19TING B" WATERLINE NORTH q srREEr � I � - _not EIIENr I c. TL 02502 ■ - - - - - - - - - - - - - - - - - - - BICYCLEPARKIN G E SANITARY SEWER (4)9PAGES LNNECON SS — — — SS — SS BOLLARD BOLLARD LIGHT LICHT - 'g --------- EXISTING — 850627E 7162' I FIRE HYDRANT — - — - _ _ _ - 1 SAND WATER VALVE ----- - -------- - - - - - - I SOFFIT LED STRIP LIGHTS SOFFIT LED WALL LICHT STRIP LIGHTS —SS— I I o BOLLARD LIGHT 0 – – – – – 6.x- CURB/BUMPER o I 1 2 3 4 5 6 I 7 8 �1 POLE ,T w of oI 1 —5 89 5814E 3772' 1 EXISTING FILTRATION �-FS PLANTER 1 III I o � 20 POLE 18 1 UGHT m I t5 1 17 II o III m III TL 02602 III 6 I m III 4 T 4 T 15 I x x -------------- o Io G — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -`— 1 m -�rl----- - SANITARYSEWER 5'-0" 18'-0" 24-5 MANHOLE O 13 - 0 1 m II I 12 I ui u'S � III b 4----------- --- --- - ----- 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' -------Ti I-- -- I o 1 SHARED ACCESS DRIVE COMPACT COMPACT 9 10 1 20 POLE LIGHT 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 04 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& -S ffi 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 03 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 03 November 2020 DRAWN BY Steve Bill CHECKED BY REVISION V WILLIAM ALL GEN , GON • OF to MEMBERS OF THE 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 03 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& LEGEND —515— — EXISTING MAJOR CONTOUR AND ELEVATION — EXISTING MINOR CONTOUR AND ELEVATION EXISTING STORM DRAIN EX. 8" W.W. EXISTING WASTE WATER AND SIZE EX_8" W Yw EXISTING WATER LINE AND SIZE --5-YEAR TT-- EXISTING TIME OF TRAVEL LINES Z_ EXISTING FIRE HYDRANT EXISTING STREET LIGHT z EXISTING WASTEWATER MANHOLE 1 EXISTING STORM DRAIN MANHOLE a P.U.E. PUBLIC UTILITY EASEMENT o EXISTING TREE NOTES: 1. APPLICANT/OWNER: LAND WHISPERERS, LLC 2. APPLICANT'S REPRESENTATIVE: THE FAVREAU GROUP. 3750 NORWICH AVE., EUGENE, OR 97408, 541-683-7048. 3. 17-02-34-32 TAX LOT 201 4. WATER, POWER, GAS, TELEPHONE AND CABLE SHALL BE LOCATED IN THE PUBLIC RIGHT OF WAY. 6. OMIT 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 10. PROPOSED RIGHT OF WAY = 0.0 ACRES 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 16. BENCHMARK: 58TH/A - LC BC IN CONC 75'E OF CA INT STAMPED "SE COR DLC 74 1971", ELEV. 512.98 (NAVD 1988). 17, THE NEAREST FIRE HYDRANT IS ON A STREET ADJACENT TO THE SITE SOIL TYPES. #118 SALEM GRAVELLY SILT LOAM, SOIL GROUP B, WELL DRAINED FEMA THE SITE IS ZONE 'X' AS SHOWN ON FIRM COMMUNITY PANEL NO. 41039C1134 F, DATED 2 JUNE 1999. NO BASE FLOOD ELEVATION DETERMINED WELLHEAD PROTECTION SITE IS LOCATED WITHIN THE 5 YEAR TIME OF TRAVEL ZONE. N, IEASEMENT %y/ rnaum NTA DRA EAP OLD— ELEV,nou. „�aP7.:w 1 / i / � I / I / /am,n° — NORTH "A" STREET I E: ---------------------------------------�_�w-------- T WIDE PUBLIC I '� — .• UTILITY EASEMENT I °O;wa1 —P13� — \ _EN PUBLIC SIDEWALK AND INGRESS -EGRESS EASEMENT — II PRIVATE INGRESS & —� I ------- TAX LOT //2502 TAX LOT #2602 EGRESS EASEMENT wmmui iuHuurvc _ w J ta�E,.E — J tr �Fi1 ELEVATIONS FOR THIS SURVEY ARE BASED UPON CITY OF SPRINGFIELD BENCHMARK #69: A BRASS CAP MAKING THE SOUTHEAST CORNER OF DONATION LAND CLAIM NO. 74, ELEVATION = 512.98' (NAVDB8) TAX LOT #2601 SHEET INDEX 1 SITE ASSESSMENT OF EXISTING CONDITIONS 2 SITE AND GRADING PLAN 3 UTILITY PLAN 4 DETAILS z 1 J U) L a Yw wnf Z_ z a J Co L_ Co o z < Co LEE Lu W z 0000 U) Q rr' w o W F_ Y Fj) m Lw 0 O ELEVATIONS FOR THIS SURVEY ARE BASED UPON CITY OF SPRINGFIELD BENCHMARK #69: A BRASS CAP MAKING THE SOUTHEAST CORNER OF DONATION LAND CLAIM NO. 74, ELEVATION = 512.98' (NAVDB8) TAX LOT #2601 SHEET INDEX 1 SITE ASSESSMENT OF EXISTING CONDITIONS 2 SITE AND GRADING PLAN 3 UTILITY PLAN 4 DETAILS z J U) a p Z_ z W 2 J Co o z W LEE Lu W z U) Q rr' w o W F_ Y Fj) m Lw 0 O � U 0] U rl Mr avEn / III MAP 17-02-34-32 TAX LOT #202 I w z m.a � v vae x.�m sv At a in w II Li -- o° 20WIDE SANITARY Z — — — — — SEWER EASEMENT 0 Z ---------- ' WIDE PRIVATE 0 - 5 STORMWATER EASEMENT w W 5' WIDE TEMPORARY66u PRIVATE SURFACE \ DRAINAGE EASEMENT I TAX LOT #2600 GRAPHIC SCALE 20 0 10 20 40 90 ( IN FEET ) 1 inch = 20 ft. H 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 0.0.0,..E Po n Y © SAWCUT EXISTING PAVEMENT TO SOLID AC E.".nou. ,;, asld.wml m o 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 - I NORTH "A" STREET E-------------- 7' WIDE PUBLIC >+ - _ .• _ UTILITY EASEMENT N 1141 Lf) O w _ 3 PUBLIC SIDEWALK AND a OJ / 10 INGRESS -EGRESS X X EASEMENT Q Q r� 512.57 T.C. ~ I-- 512.07 F.L. - <' 511.77 F.L. oN PUBLIC UTILITY `v2` PRIVATE INGRESS & -- - - / ---- 2502 TAX LOT N TAX LOT #2602 1 EGRESS EASEMENT z o EASEMENT ____-- 3 �'< aEcmlc 512.23 F.S. ° a a3 k FPQOiV I 4 � � ' s 512.25 F.F. 512.23 F.S. 512.20 G.F.F. 512.18 F.S. ------------- ---C 17-02-34-32 EASEMENT TO .S. e I 9 2 III TAx LOT 02-2 WEST COMMU CATIONS - " I 4 512.18 F.S. 1 III m I�MIIN�SIM e a I6 � y _ O - ¢ - 10 511a79 TC i - - 512.15 T.C.'151239 TG -__--o 20' WIDE SANITARY Z 511 29 F L +, 2% 511.65 F.L. NIS 2 - 5fit89�Ft. ...... SEWER EASEMENT 11 Y,,; ./' MAX 11, _ __ 512.31'1 513.20 T.C. 12.361 T.C. 51 . _E.S_�+a--5 IF.LC C 512.1 F.L. 512.70 F.L 11.861F.S. '1512.8.3 T.C. 3 - - - St�44 = 5T2:48T.0------_ 512.33 ES ,• _ 511.94 EL - - - - - - --- 511.98 F.S. - - - l--s•e - __----- -- / 511.-� ------ 512.9 2 E 512.99 T.C. Z II 512.78 F.S. 510.93 F.L. j 3 512.41Cl) w 1512.78 T.C. 1 . T - 1 - 3 512.49 F.S. LLI 1512.28 F.L. 512.09 F.L. 0 (ifoa _ e.Hl H POINT V <5' WIDE PRIVATE z j fi 6 STORMWATER EASEMENTw i 00 III o 0' 5' WIDE TEMPORARY PRIVATE SURFACE DRAINAGE EASEMENT w 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 0 W Ln THE SITE IS ZONE 'X' AS SHOWN ON FIRM COMMUNITY PANEL NO. ZD LU Q .. 41 03 9 011 3 4 F, DATED 2 JUNE 1999. NO BASE FLOOD ELEVATION QZ W U m 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 CITY OF SPRINGFIELD BENCHMARK #69: A BRASS CAP MARING THE SOUTHEAST CORNER OF DONATION LAND CLAIM NO. 74, ELEVATION = 512.98' (NAVD88) EGRESS EASEMENT GRAPHIC SCALE 2. o 1D 20 40 ea 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. W H 7; O z O Z E0 R U) w I j 0 = Y m ILL! 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. W H 7; O z O Z E0 R U) w I j 0 = Y m ILL! 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. W H 7; O z O Z E0 R U) w I j 0 = Y m ILL! Q EXPIRES DEC. 31, 2021 SHEET 3 OF 3