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HomeMy WebLinkAboutPlan, Tentative APPLICANT 5/25/2021u m C 0 E i Ik111 ii I' i ; �t ,III i (I�I�II VIII I 1 t t --.aE_._---X------3E-- 1 t L / I -- ( / I J 3 / OHON I NK PEND' PACIFIC HIGHWAY (I5) 2 -I0 02'l 1 _ -, _. g Dow i — t' t �9G --_ _ 0 r)(TH,'#- C A L X:'47840 — - f r v "2 � N 5:477 7 f IV �.I (t-_-_~~ .^.'}. j' t' -t -i�}til} j4.,JV « ( f I hWA):47 3 (F 1 r + GA VALVE a ( i 00T(V):426 a 1 \VV, f t y t I) ( ( C4 METER !' ill 4 N R 'r E;C rRl+ SEWER EASEMENT m t A -” O NOTES &' CHAIN LINK FENCE c F: E76VPOA CAMPERS SIGN i I/ J h`" ti _ANJS(fi V6 t 11 rfl4 IDES z ; C SII A e )UN8A3* JHVSY AND 5b8IO:C MARY Y +NAc ;tiFAG¢::'3 A - - �`�._-._". :"t' (E)snno r Ill IT ADI E H�.F:OVdAt,. Cal B E ;f rn O ANCONCRETE AND SALASH PAD � I Yhi �� / L V IVt..• II III SIDE OF MANFOLE, IN REI ! APPEARE+` THAT F OW WAS UIR,C :D WES . BUT THE MEASURES ELECTRIC 00ILI ESD N0; 'OORDINATE MCI VIS fo SER✓"ATO{, I ------------ A RAM VO RUTR U TjLrTTY NOTES, (( TOP FACE OF CURB ,� E�F..;2 CA VAULT THE UNDERGROUND UTILITIES SHOWN HAVE BEER 0 At" ROMA 8U RA,NGS w r 425.87-- : � OFF AUOINFION SHOPPERS SGV ' ` F'E TRI A_ BOX PROI^"D AFTER HE FIELD S R✓E" WAS COMPLE D. AS Hv DRAWING IN ORMATION THAT V- m , JUNCTION BOX KVS NOT FROWNED ) NO V N CIED Q4 HE 'URVEY A BU' T irDRMA OJ IF - -„{ - h - WATER NE i NO PARKING SIGN -- ?jl - t P'rbl dISER R; �P NARN7NG NtR hJ r EL A4 T !V, ✓E.L9k L4 WAS USES 3 G ..Z v ALL _ODATE ;HE B ' WA ER ✓A ✓E JNDERG.'OL D Li tB � WA FR by Fd i” COMM KATION VAULT t 1 t 8 STEEL, W H T urN- RI ed A SUCH L IL 4 S IN THE ANSA IY IU F I t;ND U Tit nG bN MAY NET BE IN ;HE "EXACT aR7Sa"LRE .,tS :,INE i / __ __ _ Si L NKNOWN UTILITY COX ✓ F . _ MANHOLE +'r / UTILITY LOCA77ONS SHOULD BE VERIFIED BY OREGON UTILITIES NOTIFTCATION CENTER i� .STCRMAA;ER IMMEWVELY PRIOR TO ANY EXCAVATION 0O ,RL.'N c BS: ARS DQ'r✓NSiF UT � ' I I✓C� v 2 � o tL,EHIV -I I -t -,_`'Ori r Of I Y✓___ i I �( .„� _ .v .Y — I Ynv'v _-. No PAUK, G J 3 / OHON I NK PEND' PACIFIC HIGHWAY (I5) 2 -I0 02'l 1 _ -, _. g � CA Ln 4ASh i t �9G --_ _ 0 r)(TH,'#- C A L MP F , ht ___ }T'II t SES / V„A �:;„ _ — - BOTTOM OF 5f CAP r SANITARY LIN "2 )tiNCRE L HEADWALL R1 nESJBiACKBFR4 ES f IV �.I (t-_-_~~ .^.'}. j' t' -t -i�}til} j4.,JV - ,F,S - DAY M r + GA VALVE a v'I «t� r t y t CFL C4 METER !' ill 4 N R 'r E;C rRl+ SEWER EASEMENT m t A -” O NOTES &' CHAIN LINK FENCE c F: E76VPOA CAMPERS SIGN i I/ J h`" ,. _ANJS(fi V6 rfl4 IDES z ; C SII A e )UN8A3* JHVSY AND 5b8IO:C MARY Y +NAc ;tiFAG¢::'3 A Cn Ill IT ADI E H�.F:OVdAt,. Cal B E ;f rn O ANCONCRETE AND SALASH PAD I Yhi �� / L V IVt..• � SIDE OF MANFOLE, IN REI ! APPEARE+` THAT F OW WAS UIR,C :D WES . BUT THE MEASURES ELECTRIC 00ILI ESD N0; 'OORDINATE MCI VIS fo SER✓"ATO{, EP ------------ A RAM VO RUTR U TjLrTTY NOTES, (( TOP FACE OF CURB ,� E�F..;2 CA VAULT THE UNDERGROUND UTILITIES SHOWN HAVE BEER 0 At" ROMA 8U RA,NGS w r 425.87-- : � OFF AUOINFION SHOPPERS SGV ' ` F'E TRI A_ BOX PROI^"D AFTER HE FIELD S R✓E" WAS COMPLE D. AS Hv DRAWING IN ORMATION THAT V- m , JUNCTION BOX KVS NOT FROWNED ) NO V N CIED Q4 HE 'URVEY A BU' T irDRMA OJ IF - -„{ - h - WATER NE PODDED, WAS USED TO IDENTIFY {DER ❑ IAD PIPE _Z AND TYPE. F 10 OVATE PAINT NO PARKING SIGN -- ?jl - t P'rbl dISER R; �P NARN7NG NtR hJ r EL A4 T !V, ✓E.L9k L4 WAS USES 3 G ..Z v ALL _ODATE ;HE B ' WA ER ✓A ✓E JNDERG.'OL D Li tB � WA FR by Fd i” 5 anch ROrG,NEERING® nr tt)"7 civil = transportation structural - geotechnical SURVEYING ---- 310 50h Suter Springfield, OR 97477 p S41.746.0637 v,VvIV 9, arch Lng inee nng com Sprmglield OR Albany OR r0 RFI FRED FOOF SOON LAND SURVEYOR 0 20 Cv� - PRELIMINARY HLADINALL OREGON 1 OUT -71 N1OVEMB A O, 2007 61 MY -' 426.42 RENEE c_o a a-z—,CYTLEF L 1 63102ES ,l f0'CM1 r :426.40 EXPIRES December SC 2021 +�_—. project title: r D z_ }\ • Tt ( t E4 ,.,77T_-- pk- a., RN 436.f3 -E, 4,T G5 ----. 11 A 1 , - 2 u,CUS / 5 F!'; tt JJT, ) 434.&8 ,.,,"i -_ F";. R1ki` `r S t') :iF 1,# t`0. +i "i'.la.I-� F;E,.j.lrr: / ° HFG 434 31, Al ar:,:4 )3 5z ',. BFE43?.04� !. '" __ — _ )},�... SDMH 3 1 - "i WW v +/SUMP OUR., TEC :435. 32 TFC.4 n S , :4T, , r "FC:43A.07 « 'ta-v 'O ; Rae 4.36 o 3 -__ i'-'`- ---__ LT W"I i- S.I' 'J - i P O 1 fq =A` ,,,, /'I t I �r i •. i I. r ii ai ri 1 1 I I' i 1-7 .00' P i m I n ,. F T(-' 4' 3 _ QU E. . O SOT ORA Mh4434. i 3' S/VO:433.E ,E 10.00' SUB OTILITY EASEMENT J :C I �« r> t `~tN 15GIVI 1 (V):4LT8L _ CS a r 8"Pro F,. IN(E),42781 m' 3 �+ �? RIV 437.3 ` „ (� -- -- ... T, o , )J..,.. i -f Rho 4 4 SE v.l -- -- --- _ 4. -_ - _.-- ,«. O« t It"PVC FL N(SN):427._L +' 2,, D0' PUE F ; 4 - F G G FI OUT(W) DUG 2 „ = r - Staff, 2/GPYWELE �` i �,,,,1 n 42 p ._....__ - i`GUF N/S): fd.;i4 N -_+r __-- _-__ _ Z4_ ✓V P}d 736.81 ;X ti U „A L OLT,N): .e7..0 .7 }, 75'GhH G.1 N) 41R 44 N4C'. k7hLSG .ytr _ 9`u `" E 414.25 =BFC:43348 BF :4'70,5 +1 -) of A VL r N(c):434.3,- \ .�.. ...� I Y. {(M . x _f TFG43449 a-c..43A 06 / Fd,VC L r)7)Vf)n34.vt...; �Y # ` VO;'F ))Ei.42S.47 \ ct -t- ✓ ( 9h Bu (OM.423.iS -- g. (fy� � VP� f� 43185_ �" - - — S' h�� rTft \ & O� ( 1 L n `' 434_,09 . Fb J n n E E,PasE,po t t - 2F r l j �6a� <r < r, <Cre� 1 h&' PV X hIU t iA (« .� h' } � CA Ln 4ASh _0 IIF ` 4- - `. -V8C 42747 t �9G --_ _ 0 r)(TH,'#- C A L MP F , ht ___ }T'II t SES / V„A �:;„ _ — - BOTTOM OF 5f CAP YYN SANITARY LIN "2 )tiNCRE L HEADWALL R1 nESJBiACKBFR4 ES +C EA ITAR✓ MANHOLE 4 AN >FEASH PAL � - ,F,S - DAY M t {-r P7 C _ STOP GA VALVE a v'I «t� ELEVATIONS BASED ON: t y t CFL C4 METER !' ill 4 N R 'r E;C rRl+ SEWER EASEMENT i C t 0 O NOTES &' CHAIN LINK FENCE v✓tRHrs plats �. ,. _ANJS(fi V6 rfl4 IDES z ; C SII A e )UN8A3* JHVSY AND 5b8IO:C MARY Y +NAc ;tiFAG¢::'3 A Cn Ill IT ADI E H�.F:OVdAt,. Cal B E ;f rn O ANCONCRETE AND SALASH PAD {}= , ; Di h ;I's FI "W INE VVRF EFACs s I ) 0 AG URA -ELY b A tRF V FIE D I TO HPE ANO / L V W METER SIDE OF MANFOLE, IN REI ! APPEARE+` THAT F OW WAS UIR,C :D WES . BUT THE MEASURES ELECTRIC 00ILI ESD N0; 'OORDINATE MCI VIS fo SER✓"ATO{, EP ------------ A RAM VO RUTR U TjLrTTY NOTES, (( TOP FACE OF CURB ,� E�F..;2 CA VAULT THE UNDERGROUND UTILITIES SHOWN HAVE BEER 0 At" ROMA 8U RA,NGS w 48 C^RY r 425.87-- : n r D z_ }\ • Tt ( t E4 ,.,77T_-- pk- a., RN 436.f3 -E, 4,T G5 ----. 11 A 1 , - 2 u,CUS / 5 F!'; tt JJT, ) 434.&8 ,.,,"i -_ F";. R1ki` `r S t') :iF 1,# t`0. +i "i'.la.I-� F;E,.j.lrr: / ° HFG 434 31, Al ar:,:4 )3 5z ',. BFE43?.04� !. '" __ — _ )},�... SDMH 3 1 - "i WW v +/SUMP OUR., TEC :435. 32 TFC.4 n S , :4T, , r "FC:43A.07 « 'ta-v 'O ; Rae 4.36 o 3 -__ i'-'`- ---__ LT W"I i- S.I' 'J - i P O 1 fq =A` ,,,, /'I t I �r i •. i I. r ii ai ri 1 1 I I' i 1-7 .00' P i m I n ,. F T(-' 4' 3 _ QU E. . O SOT ORA Mh4434. i 3' S/VO:433.E ,E 10.00' SUB OTILITY EASEMENT J :C I �« r> t `~tN 15GIVI 1 (V):4LT8L _ CS a r 8"Pro F,. IN(E),42781 m' 3 �+ �? RIV 437.3 ` „ (� -- -- ... T, o , )J..,.. i -f Rho 4 4 SE v.l -- -- --- _ 4. -_ - _.-- ,«. O« t It"PVC FL N(SN):427._L +' 2,, D0' PUE F ; 4 - F G G FI OUT(W) DUG 2 „ = r - Staff, 2/GPYWELE �` i �,,,,1 n 42 p ._....__ - i`GUF N/S): fd.;i4 N -_+r __-- _-__ _ Z4_ ✓V P}d 736.81 ;X ti U „A L OLT,N): .e7..0 .7 }, 75'GhH G.1 N) 41R 44 N4C'. k7hLSG .ytr _ 9`u `" E 414.25 =BFC:43348 BF :4'70,5 +1 -) of A VL r N(c):434.3,- \ .�.. ...� I Y. {(M . x _f TFG43449 a-c..43A 06 / Fd,VC L r)7)Vf)n34.vt...; �Y # ` VO;'F ))Ei.42S.47 \ ct -t- ✓ ( 9h Bu (OM.423.iS -- g. (fy� � VP� f� 43185_ �" - - — S' h�� rTft \ & O� ( 1 L n `' 434_,09 . Fb J n n E E,PasE,po t t - 2F r l j �6a� <r < r, <Cre� 1 h&' PV X hIU t iA (« .� h' G C R L;NF � CA Ln 4ASh _0 IIF ` 4- - `. -V8C 42747 V-C7C�'�T'F�`y �9G --_ _ 0 r)(TH,'#- C A L MP F , ht ___ }T'II t SES / V„A �:;„ _ r D z_ }\ • Tt ( t E4 ,.,77T_-- pk- a., RN 436.f3 -E, 4,T G5 ----. 11 A 1 , - 2 u,CUS / 5 F!'; tt JJT, ) 434.&8 ,.,,"i -_ F";. R1ki` `r S t') :iF 1,# t`0. +i "i'.la.I-� F;E,.j.lrr: / ° HFG 434 31, Al ar:,:4 )3 5z ',. BFE43?.04� !. '" __ — _ )},�... SDMH 3 1 - "i WW v +/SUMP OUR., TEC :435. 32 TFC.4 n S , :4T, , r "FC:43A.07 « 'ta-v 'O ; Rae 4.36 o 3 -__ i'-'`- ---__ LT W"I i- S.I' 'J - i P O 1 fq =A` ,,,, /'I t I �r i •. i I. r ii ai ri 1 1 I I' i 1-7 .00' P i m I n ,. F T(-' 4' 3 _ QU E. . O SOT ORA Mh4434. i 3' S/VO:433.E ,E 10.00' SUB OTILITY EASEMENT J :C I �« r> t `~tN 15GIVI 1 (V):4LT8L _ CS a r 8"Pro F,. IN(E),42781 m' 3 �+ �? RIV 437.3 ` „ (� -- -- ... T, o , )J..,.. i -f Rho 4 4 SE v.l -- -- --- _ 4. -_ - _.-- ,«. O« t It"PVC FL N(SN):427._L +' 2,, D0' PUE F ; 4 - F G G FI OUT(W) DUG 2 „ = r - Staff, 2/GPYWELE �` i �,,,,1 n 42 p ._....__ - i`GUF N/S): fd.;i4 N -_+r __-- _-__ _ Z4_ ✓V P}d 736.81 ;X ti U „A L OLT,N): .e7..0 .7 }, 75'GhH G.1 N) 41R 44 N4C'. k7hLSG .ytr _ 9`u `" E 414.25 =BFC:43348 BF :4'70,5 +1 -) of A VL r N(c):434.3,- \ .�.. ...� I Y. {(M . x _f TFG43449 a-c..43A 06 / Fd,VC L r)7)Vf)n34.vt...; �Y # ` VO;'F ))Ei.42S.47 \ ct -t- ✓ ( 9h Bu (OM.423.iS -- g. (fy� � VP� f� 43185_ �" - - — S' h�� rTft \ & O� ( 1 L n `' 434_,09 . Fb J n n E E,PasE,po t t - 2F r l j �6a� <r < r, <Cre� 1 h&' PV X hIU t iA (« .� h' G C R L;NF � CA Ln 4ASh h' W TP OF ^P C A L O — - BOTTOM OF 5f CAP YYN SANITARY LIN "2 �_ R1 nESJBiACKBFR4 ES +C EA ITAR✓ MANHOLE 4 iE F1` } r - ,F,S - DAY M Lu {-r P7 C _ STOP GA VALVE a v'I «t� ELEVATIONS BASED ON: - CFL C4 METER - -tA. CNS AR EASED ON X �.`PS OBSI R✓i ,iO:N:S TAK UALC.i 22 202LaiA'G Pl tt. _ 4 N R 'r E;C UNDERGROUND POWER LINE OPFG`Q REAL -DIVE DEADER,NF FORK AND .1010 12A OVA✓08A1_ LA 0 O NOTES v✓tRHrs plats Z ,. _ANJS(fi V6 rfl4 IDES z ; C SII A e )UN8A3* JHVSY AND 5b8IO:C MARY Y +NAc ;tiFAG¢::'3 A Cn Ill IT ADI E JE QI i'V 5'URH v IJ i4L) [ Cal B E ;f rn O N A 2 All ti+2T ALN 5 SHOWN AR APPR XMdf AND DpSFp ON IM 'FCRNAr Y {}= UAEI Y POLE LE ; Di h ;I's FI "W INE VVRF EFACs s I ) 0 AG URA -ELY b A tRF V FIE D I TO HPE ANO a ASPHA IN, W METER SIDE OF MANFOLE, IN REI ! APPEARE+` THAT F OW WAS UIR,C :D WES . BUT THE MEASURES ELECTRIC 00ILI ESD N0; 'OORDINATE MCI VIS fo SER✓"ATO{, EP EDGE 9r PAVEMENT A RAM VO RUTR U TjLrTTY NOTES, 7FG TOP FACE OF CURB ,� E�F..;2 CA VAULT THE UNDERGROUND UTILITIES SHOWN HAVE BEER 0 At" ROMA 8U RA,NGS 0 Ce PROVIDES BY t RL UY OMrAV UPS SUry GOES NOT SHOW A - FAIN MARF'eCS OFF B -T V FACE IF CURB ` F'E TRI A_ BOX PROI^"D AFTER HE FIELD S R✓E" WAS COMPLE D. AS Hv DRAWING IN ORMATION THAT V- m , JUNCTION BOX KVS NOT FROWNED ) NO V N CIED Q4 HE 'URVEY A BU' T irDRMA OJ IF - -„{ - h - WATER NE PODDED, WAS USED TO IDENTIFY {DER ❑ IAD PIPE _Z AND TYPE. F 10 OVATE PAINT -- ?jl - t P'rbl dISER R; �P NARN7NG NtR hJ r EL A4 T !V, ✓E.L9k L4 WAS USES 3 G ..Z v ALL _ODATE ;HE B ' WA ER ✓A ✓E JNDERG.'OL D Li tB � WA FR by Fd i” COMM KATION VAULT TN5 SURVEY 'RAINED FC G A AN E< THAT THE UV cR6RC ND TI ILES SHOWN COMPRISES OF V STORM✓FATEf LINE _- T urN- RI ed A SUCH L IL 4 S IN THE ANSA IY IU F I t;ND U Tit nG bN MAY NET BE IN ;HE "EXACT LOCATION A NOTED ON THISUR,EV, BUT ARE LOCATED AS ACCURATELY AS PO)AIDBLE -(F) .+" "iR GRASD PIPE Si L NKNOWN UTILITY COX FROM !HL IN OOVA DAA PRO. b.1. ` MANHOLE +'r UNKNOWN UT;LI Y .AGI UTILITY LOCA77ONS SHOULD BE VERIFIED BY OREGON UTILITIES NOTIFTCATION CENTER .STCRMAA;ER IMMEWVELY PRIOR TO ANY EXCAVATION 0O ,RL.'N c BS: ARS DQ'r✓NSiF UT TAX MAP: 17-03-22, TAX LOT: 2305 pyrlght CU 2012 &arch Fnglneering, Inc. TOPOGRAPHIC SURVEY SITE ASSESSMENT OF EXISTING CONDITIONS NOTES FLOODPLAIN INFORMATION FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) NO. 41039C1133F LISTS THE SITE AS "ZONE X" WHICH IS OUTSIDE OF THE 500—YEAR FLOODPLAIN AND NOT WITHIN A SPECIAL FLOOD HAZARD AREA. SOILS INFORMATION THE NATIONAL RESOURCES CONSERVATION SERVICE (NRCS) SOIL SURVEY CLASSIFIES THE ON—SITE SOILS AS COURTNEY GRAVELLY SILTY CLAY LOAM AND SALEM—URBAN LAND COMPLEX. DEPTH TO GROUNDWATER IS ESTIMATED TO BE GREATER THAN 80 INCHES. ■ li I ■ HX7g479! I1� I1:1:77:\69[�IN:\I i�l"III illi �IiI�+xOdl:iUll WATER QUALITY LIMITED WATERCOURSES THERE ARE NO WATER QUALITY LIMITED WATERCOURSES WITHIN OR ADJACENT TO THE SITE. EASEMENTS REFER TO THE ALTA SURVEY FOR ADDITIONAL DESCRIPTION OF EASEMENTS. TOPOGRAPHIC SURVEY INFORMATION EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON FROM SURVEY PREPARED BY BRANCH ENGINEERING INC., TITLED "EXISTING CONDITIONS SURVEY — WALMART NEIGHBORHOOD MARKET', DATED 3/2021. J 1 a9 T � }y 1 — T .tndL <, (: _438.03 13 1 {n: h �« , n V G I yj� As t « i Nva ` cE0 � 4` � RIP - :t H 1„ « r A soon ! =� Rt✓43827 8A✓ P IN;(N :4;2.87 rB 3 A 1 107-11C n. OUT(5):,LEF85 X11:43493 (' 4" FF rt IV(F):45., 53 4"PEPF h(W):43393 \y 8"PG E OJ`{S):AGA .57 r t } SD7dH n P 1A:436 &o io'CMP Nt ):428.02 O"CMP FL OV (W):429.Oi mom—N —ON - PLAN SCALE SCALE: V'= 20' IF y 4�,L a; r A t c9 205-067 0 DWL h' W uj O sT0. "2 S rt" ■ 4 t" �IJti Lu L� I�` , Dg a v'I «t� 104'62'*9'h 590,92' �h r SEC 7': 'fix=' Ij r 10 LO SAO UULUY LAELMENT I- -YF, .To^'slcN Pr}z,✓„__ tN f Sm 'O”,Ure.,"" } 4" n o- I--14.00' STORM SEN h rA,EMENT revisions: date: MARCH 31, 2021 drdeon by: AVVMS designer: project no 21-035 sheet: EXISTING CONDITION PLAN 0 '1 TAX LOT MAP �-N 1 1 2 1 3 4 1 5 1 6 MAZZETTI HEGroup tete aw mo �r�ta wT rs 0 205-067 DRAWN BY: DWL Z GTL uj O ■ A Lu ti ti a Ce ti O Wz LA 0 O W Z W1 J Y Cn Cal r• rn O a 6 a W W LU '^ vI Lu Q QLL Lu CL c� Z 0 Ce in m M N N Lu N CL revisions: date: MARCH 31, 2021 drdeon by: AVVMS designer: project no 21-035 sheet: EXISTING CONDITION PLAN 0 '1 TAX LOT MAP �-N 1 1 2 1 3 4 1 5 1 6 MAZZETTI HEGroup tete aw mo �r�ta wT rs 0 MARK DATE DESCRIPTION ISSUE DATE: MAY 18, 2021 SSUE: SPR MODIFICATION - PRE -SUBMITTAL PROJECT NO: 205-067 DRAWN BY: DWL Z GTL O ti ti a ti O Wz a O W Z W1 J Y Cn Cal O a 6 W W LU '^ vI Lu Q QLL CL c� Z 0 LL in m M N N MARK DATE DESCRIPTION ISSUE DATE: MAY 18, 2021 SSUE: SPR MODIFICATION - PRE -SUBMITTAL PROJECT NO: 205-067 DRAWN BY: DWL CHECKED BY: GTL SITE ASSESSMENT OF EXISTING CONDITIONS C100 v m C 0 E 2 B 4 5 20-99 YEAR TIME OF TRAVEL ZONE ' 10-20 YEAR TIME OF TRAVEL ZONE i DEVELOPMENT AREA SITE PLAN - OVERALL GATEWAY LOOP (60' WIDE) p oueuc sm 2111110--N -am- PLAN SCALE 100, 200' SITE PLAN INFORMATION SCALE: 1"= 100' STREET ADDRESS: 2730 Gateway St, Springfield, OR 97477 TAX MAP: Lane County Township 17 South, Range 3 West, Section 22. DEVELOPMENT AREA: 35,100 SF (0.81 AC) NEW PAVEMENT AREA: 21,450 SF PROPOSED NEW PARKING SPACES STANDARD SPACES: 0 COMPACT SPACES: 92 TOTAL SPACES: 92 EXISTING PARKING OVERALL MALL SITE: 3,526 TAX LOT 2305 (WALMART): 190 6 1 2 3 4 5 6 MAZZETTI HEGroup iz,etr aw mo MARK DATE DESCRIPTION ISSUE DATE: MAY 16, 2021 ISSUE: SPR MODIFICATION - PRE -SUBMITTAL PROJECT NO: 205-067 DRAWN BY: DWL Z GTL 0 ti a " o Wz J a w W z_ W J Y Cal O a 0 W' Wfit tQ LJ LU a a0 a Z 0 Li in Im M N N MARK DATE DESCRIPTION ISSUE DATE: MAY 16, 2021 ISSUE: SPR MODIFICATION - PRE -SUBMITTAL PROJECT NO: 205-067 DRAWN BY: DWL CHECKED BY: GTL SITE PLAN - OVERALL C200 v m C 0 E SITE PLAN E 3 ----------------------------------- ------------------------------------------------------------------ INTERSTATE 5 2 5 rli--- --- -- -� -- -- -- TI �, r F TYP 3 II TYP I I o r I s �. I I I r i,z, ii , III E8 I EXISTING WALMART GROSS FLOOR AREA: 37,857 SF Ili a l', I I Illi Illi �E+%i fE)j spry, -- --- --- �E�T T 3 mom -N -4w- PLAN SCALE SCALE: I"= 20' 5 0 OKEYNOTES 1 PROPOSED ASPHALT PARKING LOT. 2 . PARKING SETBACK: MAINTAIN 5' MINIMUM SETBACK FROM PROPERTY LINE. 3 . PROPOSED STORMWATER TREATMENT: VEGETATED STORMWATER TREATMENT (SWALE OR RAIN GARDEN) AREA. PROVIDE VEGETATED TREATMENT FOR BETWEEN 50% AND 100% OF NEW PARKING LOT IMPERVIOUS SURFACE. TREATMENT BEYOND 50% TO BE CREDITED TOWARD FUTURE DEVELOPMENT REQUIREMENTS. FINAL CONFIGURATION TO BE DETERMINED. 4 . PROPOSED LANDSCAPE IMPROVEMENTS. 5 . PROPOSED SITE LIGHTING: NEW SITE UGHTING, FIXTURES TO MATCH EXISTING PARKING LOT LIGHTING FIXTURES IN MAIN PARKING FIELD. FINAL LOCATION/CONFIGURATION TO BE DETERMINED WITH PHOTOMETRIC STUDY. 6. NEW 6' TALL CHAIN LINK FENCE. E7 . EXISTING PAVED ACCESS DRIVE/STORAGE AREA TO REMAIN. E2 .EXISTING PAVED TRUCK MANEUVERING ZONE TO REMAIN. E3 .EXISTING 6' FENCE TO REMAIN. E4 .EXISTING WETLANDS AND EMBANKMENT TO REMAIN E5 .EXISTING EMBANKMENT TO REMAIN. E6 .EXISTING EDGE OF PAVEMENT. E7 .EXISTING LOADING DOCK TO REMAIN. E8. EXISTING COVERED RECYCLING AREA TO REMAIN. MAZZETTI HEGroup �o MARK DATE DESCRIPTION ISSUE DATE: MAY 18, 2021 ISSUE: SPR MODIFICATION - PRE -SUBMITTAL PROJECT NO: 205-067 DRAWN BY: OWL CHECKED BY: GTL SITE PLAN - DEVELOPMENT AREA C201 Z ti ti a " o Wz cr) J a o 0 W W Z_ W J F_ Y Cal O a 0 ww U) F_ LU a a0 a c� Z O c CD IL 0 in m co) N N MARK DATE DESCRIPTION ISSUE DATE: MAY 18, 2021 ISSUE: SPR MODIFICATION - PRE -SUBMITTAL PROJECT NO: 205-067 DRAWN BY: OWL CHECKED BY: GTL SITE PLAN - DEVELOPMENT AREA C201 v n C 0 1 2 3 4 6 6 -------------- -------------------- -------------- ------------------- I _ 2 PR P RN N NP. 3 3 OF i 60 -FL N (IN)= 427.0± 42 -FL E (IN)= 427.0± 60 -FL S (OUT)= 427.0± —(E)SD (E)SD F 2 _ 3 6*SD OF — RAIN GARDEN RG -1 / JTYP 6°SD 1 RAIN GARDEN RG -2 — — — I �— _ � 4 —(E)sD— / ` _ --- RAIN GARDEN RG -3 E)SD L(E)SD —(E)SD — 4 (E1.�D —(E)SD—(E)SD (E (E)SD —(E)SD (E)SD�-- —�E)SD (E)SO (E — � E El " (E)SD—(E)SD— 11 (E)SD — (E)SD — / (E)SD �(E)SD �(E / (E)SD —(E)SD (E)SD —(E)SD —�(E)SD_ (E)SD� (E)SD —(E)SD (E)SD _(E)SD— (E)SD (E)SD (E)SD (E)SD — 1 6 `L J as as (E)sD— (E)s(E)s (E)SD—( )`$D—(E)sD— NT I I Df--(E)SD —(E)SB I E S —� ()SD � (E)SD ---� a E)sD�(E)sD—(E)SD —(E) I i i / (E)SD —(E)SD EYYccD / (1" E0 44, I 1 / / I �( )sD —(E)SD I(E)sD�(E)sD (E)SD �� g O 00 O 00 00 ---------I-------------------- �� ` 0 Jk------------ ° O o \ 0 ------------ \ 0 ' Y o _ RAIN GARDEN RG -4 4 I' �1 i , I f o f l O,y6 p —(E)O"W—(E)0HW_(E)0H., �� v mow►---'f'E'' —�E! 6"PD—`� 6HW _ 6 HWT— \ 4 \ o �Hw{oHw— E)aHw — F 2 0 w--(E)OHWOF (E)oHw / )a EO .i/ RAIN GARDEN RG 5 /5 Nf r(E)a (E)G (E)a (E)G (E)a (E)G (E)a�(E)G---(E)c —� \(E)0— ' Pmvlde prate ea from oil vsb aur trafre, can lstaging, 6 Z o rock and toot traffic apo. oeM mf Vad areas Guo W, dodgy, a S,,a, 314 -2-1,7 washed andaftercrzn niton. b Depth : 12'Wimdm ? riimart$lehe Jrair rack later shall our see rater Corm he growing medium a. Deahl of rmt garden 6" minimum and 12" m.,-r,m and the su-mund said ..p a goatexn a 1,er fante b. Flat oetie n e dth e ria TYPICAL DETAILS c. Sere dopes at Rani Carden: 31meximum. 8 Ghoar,,qmedom FILTRATION RAIN a `2 minorum E. Setbacks: In Imported topsoil at amended native topsoil. a afifthahan rale garderns most be 10from bundstlo"s and 5'rom p'opedy lines. Vegabadi , Follow lardscop, plops abenal rAr to plant ILt is Din ehen Barr Garden donotregmre asgO,B, with S!NMM Appendix F. Number of pbbegs ph -'Fast of fasilay area: an eppmved waterproof Iter, ..100 Ground Cavern, OR t. &0 Ground Covers, 2 Large Shrubs 4 Small Shrubs 4. CV,pflgua apd 1 tree, AssudUot3 a, EYE,g(eenl a. 0,0 oa s are required unless aseed to fWiy'mtiltrate he rood cpntrol esigr srhup 10 nstal wa,uAd Fea gb l or rNer,ockio tran,�tian from b HIl e,evetion must allure, ter 2' of Heabeapi n at,aas splash ped to {powlgy madam E I minimum 5P,p,,g Mmiramb" pipanamured ter up 1.1500 sgft of Impervo,, araa Orstrerse4 -1,'ipino material, slopes I and Instal.hon shall follow the Unifnan Plmnbing Cada. CITY OF FILTRATION RAIN GARDEN EUGENE OREGON 18eNeINEERInc DCPA { MENT OF PUBLIC NIGRKS TYPICAL DETAILS D /Alan FILTRATION RAIN GARDEN NO SCALE I (E)SD RIM —(E)SD — 437.09 (E)SD —(E)SD —(E)SD —(E)SD —(E)SD L - \C\ --- �-(E)SDrt Qg E -- _ ,v I �0 H H o q m H w H H q J5 H II I IF _ st­,\ AAAll Iii ILIM:433.31 a � I 7 ---------.--.— --- ---,---,------,r .—L.--, STORMWATER LEGEND VEGETATED STORMWATER RAIN GARDEN DRAINAGE BASIN BOUNDARY RUNOFF FLOW DIRECTION SHEET NOTES A. REFER TO SHEET TBD FOR GENERAL NOTES AND LEGENDS. B. REFER TO SHEET C400 FOR SITE GRADING. O CONSTRUCTION NOTES i IS DilM MH oRIM:436.82 1. CONSTRUCT STORM DRAIN MANHOLE PER DETAIL TBD. 2. CONSTRUCT CLEANOUT PER DETAIL TBD. 3. CONSTRUCT OVERFLOW CATCH BASIN PER DETAIL TBD. 4. CONSTRUCT STORMWATER FILTRATION RAIN GARDEN WITH 2" FREEBOARD, 6" RESERVOIR DEPTH (TO TOP OF GROWING MEDIUM), 2' MINIMUM BOTTOM WIDTH, 3H:1V SIDE SLOPES. INSTALL WITH PERFORATED PIPE SUBDRAINAGE SYSTEMS. INSTALL IMPERMEABLE LINER FOR RG 1, 2, AND 3 DUE TO PROXIMITY TO PROPERTY LINE. SIZING FACTOR FOR RAIN GARDENS TO BE 0.05. REFER TO DETAIL 2/C300 FOR TYPICAL SECTION. 5. EXISTING STORM DRAIN MANHOLE TO REMAIN. 6. CONNECT TO EXISTING STORM DRAIN MANHOLE. El. EXISTING PUBLIC STORM DRAIN INFRASTRUCTURE TO REMAIN. E2. EXISTING PUBLIC OPEN CHANNEL AND WETLANDS AREA. E3. EXISTING PRIVATE STORM DRAIN INFRASTRUCTURE TO REMAIN. E4. EXISTING NATURAL GAS TO REMAIN. E5. EXISTING WATER TO REMAIN. EIA. EXISTING UNDERGROUND POWER TO REMAIN. EIB. EXISTING OVERHEAD ELECTRICAL TRANSMISSION LINES TO REMAIN. 3 \rejSQ E3� —(E)SD —(E)SD �(E)SD _(E)SD —(E)SD _(E)SD SITE PLAN 6"FL SW (IN)= 427.86 15 -FL E (IN)= 427.82 B'FL S (IN)= 427.81 15 -FL N (OUT)= 427.80 _(E) --`)OH �(F.0HW—(E HLN r^ %% ` 1 W ( W—(E)0 —(E) 0 3 6p \r, 4 E3 -- — ---- i3 (E)SD (E)SD MAZZETTI ,mreasseeftapast HEGroup peat'NesseaSsesuffiee,s, mn .1. I RIM:434.86 Z 6 E3 SD MH RIM= 434.86 w 6"FL W (IN)= 430.00 H 15 -FL S (IN)= 428.54 R(E)c 15 -FL N (OUT)= 428.44 Q \(E)G J o Z W t� Z W -- an J N Q Q --- pa J I >' I— m N H W W W —(E)E (E)E(E)E (E)E (E)E (E)E (Q) ELCII a (�w ALT,! m W Q rQ 0 --- — — — 4 - a t7 CD Z m LL o —a cl) m co) N N t, -r ,� -�•� II pa MARK DATE DESCRIPTION W E t I! 311111111111l —0 -- PLAN SCALE 0 10 20' ISSUE DATE: MAY 18 2021 5 6 SCALE: 1"= 10' ISSUE: SPR MODIFICATION - PRE -SUBMITTAL PROJECT NO: 205-067 DRAWN BY: OWL CHECKED BY: GTL SITE STORM DRAIN PLAN C300 v m C IN E 3 2 5 0 -------------- x --------- - -- -- r' I I I I435.21 BOT PROPERTYii i1 i v �ROPERTY LINE TYP. x li OF / vv 436.17 BOT c / F v .� ,., 3 436.88 --------/ 1v xxo x� 435.88436.04 BOT x �x� TP TP i �� SCO OF 3 � 3. 1.60 ,_.-- --- 0 �� vR� x„ ��- xx + �' - x 436.75. TYP -_ -_- - TP 436.11 / / 2 1B _ ------ y. -' ���x i1 ---- _ /'� < __ 437.09 '�� \ I� _c. /�i,- 1 437.45 - - x. x oh . ,..` 3 - a 2�F . TP/EX % x - - �� Rl,^438. f.. ,�;` ,.,,, � ��, r... 3 1B 437. /� x 437.27 �7.OE ., - \ \ �/ `.L--xu,., 436.TP / Y 2 - 3 - i TP X /M \ 1 / „`.,.. x.`�.. .( x - �r+ ,,;..� i ago 1 .436.66 I `•-_.�- w / /E V - _ \\\-_ 4seo//x TYP`vim. IA Hyl -i x 436.5711 1 I ... -- - - ,� II �f' ,..: �' bsa o- 437.731 - a, �� , /// v v x �� i��� 5 ' 436.40 J TP A\TYP / 436.55 TP. TP TYP 4 II Yi 436.82 / �. _ x ' �� / 437.09 I I�4 xi TP/ML 6.M� .�o� Y TP / i TP/ME I ,o / �s III II III ! '' �. x438.61 li li 436.84 M ,; -- --- 438.61 YY / , 1 �0 1 I / ME TP x TP � II II , x,., -- -,L1� ;... , G\\ _ - _ ��° ; is ; �� II V TYP 437.30i ° i. r / % TP TYP x. 'v\I, a.. I '�11 I M�`✓ ss- li/ 1 1 I II II. . oQ0" i 2 vv1vv11�1111�� I I 1 x V a --x 437.34f TP 437.28 x / tee. x i L; l 4 .,`11 / i° vv v vv vv 1 1 TP 437.06 0 Avv 1 vv 1v v it Y J l l i 1 5 �\ v z / c __ TYP a"F� x v � t v v l �" Y1C 437.59 5 vv 1v v vv v1 c:>< 1 i/ TC - / 438.00 437 I I 4 .75 ' 18 � TP xy TYP(437.75 TP 5---------- (D vv vv v wL - fhps�, -L05x 0 7t437.80 �-- v 437.75 , i � I I'� _ vv 1� i A4:37.08xv % � v���435.43 x OFYQ�, /TPBOT x �o B 1 x�`°- TYP x 11 435.76 y c i x r ti� x+ ,e 4�.. x 2 1B �TP E 0, x x F x).JOUT ^b „fix F \. 5 x ! o IdIM:4 Z,09 I I i y I o y . - 5R' m% / ' a - 6 1r v1 9 full x `� �,' ^ �P i 011l C6 - v �{M MH it ... �' t ,. ,- _ - _ - RIM:436.63 I GM V I ACPM MH � I / <e RIM 436.82 IIIllCB �N SHEET NOTES PLAN SCALE A. REFER TO SHEET TBD FOR GENERAL NOTES AND LEGENDS. SITE PLAN DROP CURB AT DRIVEWAY OF CURB SLOPE _ SEE NOTE 3 NO LI r 1 I DROP CURB AT SIDEWALK RAMP SEE NOTE 4 GUTTER BAR SCALE: I"= 10' PROJECTED FL ELEVATION PER GRADING PLAN B. CURB QUANTITIES SHOWN ARE FOR THE PURPOSE OF IDENTIFYING CURB TYPES. ACTUAL QUANTITIES MAY VARY. CONTRACTOR TO PROVIDE QUANTITIES NEEDED FOR LAYOUT SHOWN O CONSTRUCTION NOTES 1A. CONSTRUCT CURB & GUTTER PER DETAIL 2/C400. 1B. CONSTRUCT THICKENED CURB AND GUTTER PER DETAIL I@p., 2. CONSTRUCT FULL DEPTH CURB PER DETAIL 3/C400. 3. CONSTRUCT CURB OPENING PER DETAIL 4/C400. 4. INSTALL PRECAST CONCRETE WHEELSTOP PER DETAIL TBD. 5. SAWCUT AND REPAIR PAVEMENT PER DETAIL TBD. PROJECTED FL ELEVATION PER OCK CHANNEL GRADING PLAN :R DETAIL TBD TP ELEVATION PER GRADING PLANS, TYP. EXPANSION CONTRACTION 1" i I I ,� \ I ICKENED EXPANSION CONTRACTION 1" JOINT -SEE NOTE 1 RAD 6" AS PER PLANS I ' AND GUTTER JOINT - SEE NOTE 1TYP AC PVMT AS RAD 6" i6" 1" PER PLANS NO LIP TYP AC TYP PER PPLANS VMT S °�l `° I ° ''�. B-13SECTION A -A SECTION B - FL ELEVATION P GUTTER 12' 12 GRADING PLAN LLpW B LINE A A CURB BACKFILL AND " z CURB BACKFILL AND z z A A SURFACE TREATMENT AS PER PLANS COMPACTED SURFACE TREATMENT COMPACTED 12" 24" ROCK BASE AS PER PLANS 12' B. ROCK BASE 12" 8" MIN MIN MIN FACE OF NOTES STANDARD DROP JOINT GR DINGELEV PER GUTTER 1. EXPANSION JOINTS IN NON -EXTRUDED CURB GUTTER. CONTRACTION JOINTS IN GRADING / CURB CURB T� PLANS EXTRUDED CURB/GUTTER. 2. EXPANSION JOINTS SHALL BE PLACED EVERY 15' IN NON -EXTRUDED CURB AND NOTES B AND GUTTER GRADING PLAN GUTTER. CONTRACTION JOINTS SHALL MATCH SIDEWALK CONTRACTION JOINTS. 1. EXPANSION JOINTS IN NON -EXTRUDED CURB. CONTRACTION JOINTS IN EXTRUDEDSECTION 3. SLOPE TOP OF CURB TO MATCH ADJACENT RAMP OR LANDING SLOPE (2% MIN - CURB. 12" 12" 12" 8.3% MAX) 2. EXPANSION JOINTS SHALL BE PLACED EVERY 15' IN NON -EXTRUDED CURB AND PLAN TP ELEV PER 4. ADJUST GUTTER SLOPE PER RAMP CONDITION GUTTER. CONTRACTION JOINTS SHALL MATCH SIDEWALK CONTRACTION JOINTS. GRADING PLANS ACCESS RAMP - 1:12 MAX NOTES RAMP LANDING - 1:20 MAX 1. REFER TO GRADING PLANS FOR CURB OPENING LOCATIONS. 2 CURB AND GUTTER 3 FULL DEPTH CURB r. CURB OPENING NO SCALE NO SCALE NO SCALE 1 2 3 4 5 OF CURB SHOWN ON HORIZONTAL LAYOUT PLAN / 434.55 i BOTI \M MH TP/ME RIM 434.86 Y i i 1 I 1 I \ PAVEMENTLEGEND LIGHT VEHICULARENSE' AC ALT VEMENT OVER SECTION 3" LIFT ')F DENSE' AC PAVEMENT OVER 6" MIN DEPTH 3/4"-0 CRUSHED ROCK BASE OVER GEOTEXTILE OVER APPROVED SUBGRADE 0 MAZZETTI HGroUp �4 �, zs HEAVY VEHICULAR ASPHALT PAVEMENT SECTION DRAWN BY: 214° LIFT 1/2" DENSE' AC PAVEMENT OVER Z 3" LIFT 1/2" DENSE' AC PAVEMENT OVER 12 MIN DEPTH 3/4"-0 CRUSHED ROCK BASE OVER GEOTEXTILE OVER APPROVED SUBGRADE BEGINNING OR END OF CURB TYPE - sc - - sc - - PAVEMENT REMOVAL SAWCUT LINE GRADING PLAN LEGEND EXISTING SPOT ELEVATION °`456.25 PROPOSED SPOT ELEVATION TCONC -GB- -Ga- - GRADE BREAK LINE _R - -R - -R - - GRADING RIDGE LINE -v- -v- -v- - GRADING VALLEY LINE TOE OF FILL SLOPE BOT BOTTOM OF STORMWATER RAIN GARDEN ELEVATION EX EXISTING FL TOP OF PAVEMENT ELEVATION AT GUTTER FLOWLINE FS FINISHED SURFACE ME MATCH EXISTING RIM RIM ELEVATION TC TOP OF CURB ELEVATION TOE TOE OF FILL SLOPE ELEVATION TP TOP OF PAVEMENT ELEVATION TR TOP OF ROCK ELEVATION TW TOP OF WALK ELEVATION 0 MAZZETTI HGroUp �4 �, zs MARK DATE DESCRIPTION ISSUE DATE: MAY 16, 2021 SSUE: SPR MODIFICATION - PRE -SUBMITTAL PROJECT NO: 205-067 DRAWN BY: DWL Z GTL 0 ti a " o Wz 0 a 0 Lu W Z Lu J Y Cal o a D � W J U) LU L ULj Lu Q Q LL a t7 0Z 0 LL c CD in m M N N MARK DATE DESCRIPTION ISSUE DATE: MAY 16, 2021 SSUE: SPR MODIFICATION - PRE -SUBMITTAL PROJECT NO: 205-067 DRAWN BY: DWL CHECKED BY: GTL SITEPAVING AND GRADING PLAN C400 H 1 1.40 '.12 '.13 i.95 M F6" PA C I X E PLANTING AREA 1,644 SF PROPOSED CANOPY TREE 2 1 3 1 4 RAIN GARDEN FACILITY 423 SF i l PROPOSED CANOPY TREE 6' CHAIN LINK FENCE RAIN GARDEN FACILITY 483 SF PROPOSED CANOPY TREE PACIFIC\ HIGHWAY (I5) \ \ \ RAIN GARDEN FACILITY 416 SF 5 PLANTING AREA 407 SF - PLANTING AREA 405 SF (�� \ \ PROPOSED CANOPY TREE PLANTING AREA 292 SF.�(E}SD� ` }\ iD90 (DSD i (gso�OE>so� MW —agsD�p�—cD�D T------------- PROPOSEDCANOPYTREE �` —---------------------- (DSD�� I Qj PROPOSED CANOPY TREE ro OJ SIGN RAIN GARDEN FACILITY 720 SF EXISTING BOULDER EDGE To remain. Boulders to be repositioned as necessary to protect ,•12*rain garden facility adjacent to parking lot. — — — Mulch or seed the area between boulder edge DE— ---"'lll and rain garden/planting area. LANDSCAPE PLAN LEGEND WVMH 1 SUMP PUMP � � •� IM:433.98 • � • �. .p� 3" FL OUT(E):432.37�SIL 0; CB 2.--,•- RIM:436.63'-._ 8"PVC FL OUT(S):434.88 — CB 1_I• ' . DISI -ATT T1 a '. • 1 ATTENTION SHOPPERS SIGN 2 1 3 1 4 PLANTING AREA 278 SF. PROPOSED CANOPY TREE PLANTING AREA 347 SF. 6 CONCRETE i ► HEADWALL OUTLET 3 60 CUP FL:426.42 ' OUTLET 2 601CMP FL:426.40 CONCRETE HF4DWALL \\ I,1AVQ\ SPLASH PAD \ \ j 6' CHAIN LINK_ FENCE W,\ '! • — OUTLET 1------_ \ O MAZZETTI BHEGroup cwn�rsmr.arno ewetwm,m u,eeee,rz CAMERON McCARTHY LANDSCAPE ARCHITECTURE & PLANNING RAIN GARDEN FACILITY 382 SF. — — — — 0 �4f------- f ti 0 SDMH 3 Cn PROTECT WELL SIGN Z J — —RIM:436.63 — — — — ' I I !I Q w 0 z 151CMP tt IN(E):427.82 — — — F- — — — L _SDMH 4 air U 8"PVC FL IN(S):427.81 I + RIM. 4.86- `T — — — - Q N LU O Q 0 Q Q o a PLAN SCALE Q LV W W Cl) 10' 20' W ~ ~ L L SCALE: 1"= 10' d 0 (D Z 0 C U) m M N N MARK DATE DESCRIPTION ISSUE DATE: LANDSCAPE PLAN INFORMATION ISSUE: INTERIOR LANDSCAPE AREA: 578 SF SPR MODIFICATION - PRE -SUBMITTAL PARKING LOT AREA: XXXX SF 205-067 % PARKING LOT LANDSCAPED: 5% OR GREATER PROPOSED TREE PLANTING AREA: 3,081 SF GTL RAIN GARDEN AREA: 2,731 SF 2" cal min. TOTAL LANDSCAPE AREA:: 5,812 SF NOTE: ALL NEW PLANTING SHALL BE PROVIDED PATH A PERMANENT UNDERGROUND IRRIGATION SYSTEM. SPECIFIC PLANT MATERIAL, QUANTITY, SIZE AND PLANTING AREA LOCATION TO BE DETERMINED. ALL MATERIAL TO To meet requirements of interior parking lot landscape COMPLY WITH LANDSCAPE DEVELOPMENT STANDARDS standards per Section 4.4-100. IN SDC SECTION 4.4-100. RAINGARDEN FACILITY Design and plant selection to meet requirements of parking lot landscape standards and tree standards per City's Engineering Design Standards and Procedures Manual, Section 2.9 Facility Selection and Design of Eugene Stormwater Management Manual and Approved Vegetation List. ATTENTION SHOPPERS SIGN 2 1 3 1 4 PLANTING AREA 278 SF. PROPOSED CANOPY TREE PLANTING AREA 347 SF. 6 CONCRETE i ► HEADWALL OUTLET 3 60 CUP FL:426.42 ' OUTLET 2 601CMP FL:426.40 CONCRETE HF4DWALL \\ I,1AVQ\ SPLASH PAD \ \ j 6' CHAIN LINK_ FENCE W,\ '! • — OUTLET 1------_ \ O MAZZETTI BHEGroup cwn�rsmr.arno ewetwm,m u,eeee,rz CAMERON McCARTHY LANDSCAPE ARCHITECTURE & PLANNING RAIN GARDEN FACILITY 382 SF. — — — — 0 �4f------- f ti 0 SDMH 3 Cn PROTECT WELL SIGN Z J — —RIM:436.63 — — — — ' I I !I Q w 0 z 151CMP tt IN(E):427.82 — — — F- — — — L _SDMH 4 air U 8"PVC FL IN(S):427.81 I + RIM. 4.86- `T — — — - Q N LU O Q 0 Q Q o a PLAN SCALE Q LV W W Cl) 10' 20' W ~ ~ L L SCALE: 1"= 10' d 0 (D Z 0 C U) m M N N MARK DATE DESCRIPTION ISSUE DATE: MAY 18, 2021 ISSUE: SPR MODIFICATION - PRE -SUBMITTAL PROJECT NO: 205-067 DRAWN BY: DWL CHECKED BY: GTL LANDSCAPE PLAN L100