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HomeMy WebLinkAboutPlan, Tentative APPLICANT 6/30/20211:1 R 0 E 1 I 2 13 14 I 5 I 6 FA P (E DHJ-I I (E)OHW I I I - - - - / \ / 6' CHAIN LINK FENCE PACIFIC HIGHWAY (I5) Ni 370.02' 2,616.79' - - - yM. -(E)4 _(E)SD -(E)SD (E)SD �(E)SD (E)SD (E)SD -(ESD E>SD SD -(E)SD -(E)SD (E)SD (E D E)S (E)SD �(E)SD 4 o ATTENTION SHOPPERS SIGN i ATTENTION SHOPPERS SIGN / 0 20 CONCRETE HEADWALL _(E)SD (E)SD-(E)S OUTLET 60"CMP F '(E)SD_I L:426.42 (E)SD (E)SD \ OUTLET 2 60"CMP FL:426.40 I I I CONCRETE HEADWALL I ANDSPLASHPAD I STORM SEWER EASEMENT \ I I 6' CHAIN °LINK FENCE CONCRETE HEADWALL AND SPLASH PAD off I o)OH I-(E)oHw-(E)oHw E)oHw-( )oHw_ - - \� \�P, m 1 ° - -1 E NO PARKING)OSIGN NO OHW� NO PARKING SIGN �nuw S 'l _ _ -OUTLET 1 I ° I I \ Oaf (Ej9HWe- rl ° ( I 4 / 8 W�OUTLET A- \ ��48"CMP FL 426.87 j i j i i i o (E)G (E)G (E)G (E)G (E re�� AL (E)OHW \(E)OHW_T(E) HW (C)OHV�-_�E)T ,. \ (E)OHW� -o-48.CMP FL:427.42 E)OHW ^ CB 2 E)c �� I (E)OHW (E)OHW­(E)OHw It I I I I o I �� RIM 436.63 ��, _ \ I 6� 'lEG G G G �j-(E)OHW- 12" DECIDUOUS EP:437.77 E)SD 8"PVC FL OUT(S):434.88 EP 437 iF k 65 tt� O i G SFG .. E)SD �lW��^ S 5 0 0 0 1 ° I I E)E �- o \ (E)SD-(E)SD-(E)SD ° )SDS / k�-� "�k k�k�"--y"��-- * _' ,5,61 J -{E)E FM GM �FC434.31° w BFC:43352 BFE437.04. " �E)G� -MH 3 / ')SD I MH 1 SUMP PUM TFC 435.32 TFC:434 53 - x PROTECT WELL SIGN I' 7FCi438.07 ° -(e RIM 436.63 `m.. - I I I I I I I I RIM 433 98 °. ® 9 CB 1 D 15"CMP FL IN(E) 427.82 �E)G o -� - SOA H 4 v 3' FL OUT(E):432:37 °p, ; RIM433.31 8"PVC FL IN(S):427.81 (E)O M RIM.434.86 m v e° 6"PVC FL W(SW):427.86 �- -20.00' PUE 757CMP FL IN(S) 428.54 SLOT DRAIN FL OUT(W) 432.02 SDMH 2/DR WELL 5"CMP FL OUT N :427.80 \(f 1 1 o RIM:434.15 .° ° °°` ° O G 15"CMP FL bUT N 428.44 FG - k0 0 00 RIM436 82 \ , O 0 1 I 3" FL DO BFC:434.25 n ^BFC.433 48 ° BFC:437.05� ° 8"PVC FL IN(E).434.3f ° �c }E)G\ I G I ryb�k� TFC:4 5.26 TFQ43449 'TFC:43806 0 8"PVC FL OUT(W):434.6t b (E` a� I k,5k G ♦0 SEG I ^ I WATER 423.:az8.a7 o G1 « Z5 1L BOTTOM 423.19 0.� k I o / m Si'- - - - 6' DDECI UOUS vur 1rIII �EP:437.80 G «r-� �- X433.92 TFC Pn ( m m ', «I « G 434.09 TFC _ b >-£ EP:437.00 E E 9$.-« cuc « \\ �A'�A o ) (� )Eky6 (E�«()� vu. i ° TRASH _ �G_ o « 434.31 Ti ` G" v ~ 7.00' POE I°° ° _/ ENCLOSURE 0� Il jV. k� 8" DECIDUOUS dg 40 8" DECIDUOUS I � 10.00 SUB UTILITY EASEMENT LEGEND _ _k3T CONTOUR LINE ® CATCH BASIN PACIFIC HIGHWAY ro N TOP OF SLOPE 0 , p sdeui'° -7 (E)WW SANITARY LINE ^ z -; © SANITARY MANHOLE FENCE (E)G GAS LINE o WHEEL STOP ® GAS VALVE ELEVATIONS BASED ON: CURB GM GAS METER ELEVATIONS ARE BASED ON RTK GPS OBSERVATIONS TAKEN MARCH 22, 2021 USING THE I I I I I I I'I UNDERGROUND POWER LINE OREGON REAL-TIME GEODETIC NETWORK AND GEOID 12A (NAVD88). Q v Al I I I I I I l l l W 0 o l l l a I I ' -(E)OHW-- OVERHEAD WIRES Y . LANDSCAPING 1. THIS DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES A BUILDING ac LIGHT POLE SUBSEQUENT SURVEY MAY DISCLOSE. 2. ALL EASEMENTS SHOWN ARE APPROXIMATE, AND BASED ON LIMITED INFORMATION. a r0_ UTILITY POLE N �RIM438.40 a W 3. SDMH 2'S FLOWLINES WERE DIFFICULT TO ACCURATELY MEASURE IN FIELD DUE TO TYPE AND ASPHALT LINE EM ELECTRIC METER SIZE OF MANHOLE. IN FIELD IT APPEARED THAT FLOW WAS DIRECTED WEST, BUT THE MEASURED LU LU i A 0 K FLOWLINES DID NOT COORDINATE WITH THIS OBSERVATION. EP EDGE OF PAVEMENT ® TRANSFORMER UTILITY NOTES: TFC TOP FACE OF CURB FL IN(S):42712 ELECTRICAL VAULT THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM AS -BUILT DRAWINGS © ELECTRICAL BOX PROVIDED BY UTILITY COMPANIES. THIS SURVEY DOES NOT SHOW ANY PAINT MARKINGS BFC BOTTOM FACE OF CURB to FL IN(E):427.13 PROVIDED AFTER THE FIELD SURVEY WAS COMPLETED. AS -BUILT DRAWING INFORMATION THAT N D JUNCTION BOX WAS NOT PROVIDED IS NOT REFLECTED ON THIS SURVEY. AS -BUILT INFORMATION, IF 8"(E)W . I FL OUT(N):426.95 (E)T TELEPHONE RISER MARKINGS WERE PROVIDED, AS -BUILT INFORMATION WAS USED TO HORIZONTALLY LOCATE THE ®< WATER VALVE j tip'Dw <x goo j I (E)SD o1E152 WATER METER wM COMMUNICATION VAULT r THIS SURVEY MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE OF -(E)SD - STORMWATER LINE - TELEPHONE RISER ALL SUCH UTILITIES IN THE AREA. THE UNDERGROUND UTILITIES SHOWN MAY NOT BE IN THE I I I I I I I I 1 J (E)PERF PERFORATED PIPE 12 UNKNOWN UTILITY BOX FROM THE INFORMATION PROVIDED. ® STORMWATER MANHOLE vii UNKNOWN UTILITY VAULT U7IUTY LOCATIONS SHOULD BE VERIFIED BY OREGON UTILITIES NOTIFICATION CENTER IMMEDLt7ELY PRIOR TO ANY EXCAVATION SLOT DRAIN o BOLLARD Q DOWNSPOUT AL SIGN DS - 1 II I II / 8" STEEL HIGH \ l I I I PRESSURE GAS LINE 1 q I IIII /pc, � h z Q4 n w o I I j j I I 5 x oz 4 I I I I I I I I I 1 V I I o P (E DHJ-I I (E)OHW I I I - - - - / \ / 6' CHAIN LINK FENCE PACIFIC HIGHWAY (I5) Ni 370.02' 2,616.79' - - - yM. -(E)4 _(E)SD -(E)SD (E)SD �(E)SD (E)SD (E)SD -(ESD E>SD SD -(E)SD -(E)SD (E)SD (E D E)S (E)SD �(E)SD 4 o ATTENTION SHOPPERS SIGN i ATTENTION SHOPPERS SIGN / 0 20 CONCRETE HEADWALL _(E)SD (E)SD-(E)S OUTLET 60"CMP F '(E)SD_I L:426.42 (E)SD (E)SD \ OUTLET 2 60"CMP FL:426.40 I I I CONCRETE HEADWALL I ANDSPLASHPAD I STORM SEWER EASEMENT \ I I 6' CHAIN °LINK FENCE CONCRETE HEADWALL AND SPLASH PAD off I o)OH I-(E)oHw-(E)oHw E)oHw-( )oHw_ - - \� \�P, m 1 ° - -1 E NO PARKING)OSIGN NO OHW� NO PARKING SIGN �nuw S 'l _ _ -OUTLET 1 I ° I I \ Oaf (Ej9HWe- rl ° ( I 4 / 8 W�OUTLET A- \ ��48"CMP FL 426.87 j i j i i i o (E)G (E)G (E)G (E)G (E re�� AL (E)OHW \(E)OHW_T(E) HW (C)OHV�-_�E)T ,. \ (E)OHW� -o-48.CMP FL:427.42 E)OHW ^ CB 2 E)c �� I (E)OHW (E)OHW­(E)OHw It I I I I o I �� RIM 436.63 ��, _ \ I 6� 'lEG G G G �j-(E)OHW- 12" DECIDUOUS EP:437.77 E)SD 8"PVC FL OUT(S):434.88 EP 437 iF k 65 tt� O i G SFG .. E)SD �lW��^ S 5 0 0 0 1 ° I I E)E �- o \ (E)SD-(E)SD-(E)SD ° )SDS / k�-� "�k k�k�"--y"��-- * _' ,5,61 J -{E)E FM GM �FC434.31° w BFC:43352 BFE437.04. " �E)G� -MH 3 / ')SD I MH 1 SUMP PUM TFC 435.32 TFC:434 53 - x PROTECT WELL SIGN I' 7FCi438.07 ° -(e RIM 436.63 `m.. - I I I I I I I I RIM 433 98 °. ® 9 CB 1 D 15"CMP FL IN(E) 427.82 �E)G o -� - SOA H 4 v 3' FL OUT(E):432:37 °p, ; RIM433.31 8"PVC FL IN(S):427.81 (E)O M RIM.434.86 m v e° 6"PVC FL W(SW):427.86 �- -20.00' PUE 757CMP FL IN(S) 428.54 SLOT DRAIN FL OUT(W) 432.02 SDMH 2/DR WELL 5"CMP FL OUT N :427.80 \(f 1 1 o RIM:434.15 .° ° °°` ° O G 15"CMP FL bUT N 428.44 FG - k0 0 00 RIM436 82 \ , O 0 1 I 3" FL DO BFC:434.25 n ^BFC.433 48 ° BFC:437.05� ° 8"PVC FL IN(E).434.3f ° �c }E)G\ I G I ryb�k� TFC:4 5.26 TFQ43449 'TFC:43806 0 8"PVC FL OUT(W):434.6t b (E` a� I k,5k G ♦0 SEG I ^ I WATER 423.:az8.a7 o G1 « Z5 1L BOTTOM 423.19 0.� k I o / m Si'- - - - 6' DDECI UOUS vur 1rIII �EP:437.80 G «r-� �- X433.92 TFC Pn ( m m ', «I « G 434.09 TFC _ b >-£ EP:437.00 E E 9$.-« cuc « \\ �A'�A o ) (� )Eky6 (E�«()� vu. i ° TRASH _ �G_ o « 434.31 Ti ` G" v ~ 7.00' POE I°° ° _/ ENCLOSURE 0� Il jV. k� 8" DECIDUOUS dg 40 8" DECIDUOUS I � 10.00 SUB UTILITY EASEMENT LEGEND _ _k3T CONTOUR LINE ® CATCH BASIN PACIFIC HIGHWAY ro N TOP OF SLOPE 0 CLEANOUT p sdeui'° - BOTTOM OF SLOPE (E)WW SANITARY LINE ^ z BUSHES/BLACKBERRIES © SANITARY MANHOLE FENCE (E)G GAS LINE o WHEEL STOP ® GAS VALVE ELEVATIONS BASED ON: CURB GM GAS METER ELEVATIONS ARE BASED ON RTK GPS OBSERVATIONS TAKEN MARCH 22, 2021 USING THE UNDERGROUND POWER LINE OREGON REAL-TIME GEODETIC NETWORK AND GEOID 12A (NAVD88). Q CONCRETE-(E)E- LL.I W 0 NOTES: ` ' -(E)OHW-- OVERHEAD WIRES Y . LANDSCAPING 1. THIS DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES A BUILDING ac LIGHT POLE SUBSEQUENT SURVEY MAY DISCLOSE. 2. ALL EASEMENTS SHOWN ARE APPROXIMATE, AND BASED ON LIMITED INFORMATION. a r0_ UTILITY POLE N a W 3. SDMH 2'S FLOWLINES WERE DIFFICULT TO ACCURATELY MEASURE IN FIELD DUE TO TYPE AND ASPHALT LINE EM ELECTRIC METER SIZE OF MANHOLE. IN FIELD IT APPEARED THAT FLOW WAS DIRECTED WEST, BUT THE MEASURED LU LU i A 0 K FLOWLINES DID NOT COORDINATE WITH THIS OBSERVATION. EP EDGE OF PAVEMENT ® TRANSFORMER UTILITY NOTES: TFC TOP FACE OF CURB FF ELECTRICAL VAULT THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM AS -BUILT DRAWINGS © ELECTRICAL BOX PROVIDED BY UTILITY COMPANIES. THIS SURVEY DOES NOT SHOW ANY PAINT MARKINGS BFC BOTTOM FACE OF CURB to M PROVIDED AFTER THE FIELD SURVEY WAS COMPLETED. AS -BUILT DRAWING INFORMATION THAT N D JUNCTION BOX WAS NOT PROVIDED IS NOT REFLECTED ON THIS SURVEY. AS -BUILT INFORMATION, IF 8"(E)W WATER LINE PROVIDED, WAS USED TO IDENTIFY UNDERGROUND PIPE SIZE AND TYPE. IF NO LOCATE PAINT (E)T TELEPHONE RISER MARKINGS WERE PROVIDED, AS -BUILT INFORMATION WAS USED TO HORIZONTALLY LOCATE THE ®< WATER VALVE OAi;00;0 tip'Dw <x goo UNDERGROUND UTILITIES. ® WATER METER wM COMMUNICATION VAULT THIS SURVEY MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE OF -(E)SD - STORMWATER LINE m TELEPHONE RISER ALL SUCH UTILITIES IN THE AREA. THE UNDERGROUND UTILITIES SHOWN MAY NOT BE IN THE an EXACT LOCATION AS NOTED ON THIS SURVEY, BUT ARE LOCATED AS ACCURATELY AS POSSIBLE (E)PERF PERFORATED PIPE 12 UNKNOWN UTILITY BOX FROM THE INFORMATION PROVIDED. ® STORMWATER MANHOLE vii UNKNOWN UTILITY VAULT U7IUTY LOCATIONS SHOULD BE VERIFIED BY OREGON UTILITIES NOTIFICATION CENTER IMMEDLt7ELY PRIOR TO ANY EXCAVATION SLOT DRAIN o BOLLARD Q DOWNSPOUT AL SIGN DS TAX MAP: 17-03-22, TAX LOT: 2305 ,yright O 2012 Branch Engineering, 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. TIME OF TRAVEL ZONES (TOTZ) THE DEVELOPMENT AREA IS LOCATED WITHIN THE 99 -YEAR TOTZ. 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. 1 1 2 1 3 «m . 5" DECIDUOUS I` m w pk 438.03 TFC d2 �ECIDUOUS 121 DECIDUOUSI viz4 « I.cr. :1A E¢/ W_-(E)SO « «�/" T « moi. I ? f om` i- k'y`7Y «' ` «(E 72" DECIDUOUit f ' (SDE-c'r)eurq r N5 /« f o - o I ty .(cG- STOP SIGN N T M O ` ,, I �(E)SD -0(E)D f'I«KIP 14" ECIDUOUS a `o m v IM:436.27 SDMH 5 RIv z 1_98"PVC FL IN(N):432.87 I CB 3 m I 107PVC FL OUT(S):432.85 RIM:434.93 14.00 I 4"PERF FL IN(E):433.93 4"PERF FL IN(W):433.93 87PVC FL OUT(S):433.57 IrI -(E)SD o TM MH SDMH 6 RIM:4d8.88 RIM:436.88 15"CMP FL IN(S):429.02 15"CMP FL OUT(W):429.01 4 N PLAN SCALE SCALE: 1"= 20' SFG k0 k � 10" DECIDUOUS G O�SFG EG N04'S598 2 ' g 6 1 EG Ay0 10" DECIDUOUS - r 10.00' SUB UTILITY EASEMENT �G L j �(E)E- (E)T 8"(E)i DECIDUOUS )RM SEWER EASEMENT Branch ENGINEERING= ,`,ince I9>? civil • transportation structural• geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com Springfield OR I Albany OR REGISTERED PROFESSIONAL LAND SURVEYOR DIGITALLY SIGNED OREGON NOVEMBER 30, 2007 RENEE CLOUGH 69162LS EXPIRES! December 30. 2021 project title: W W cn p Z W 00 L^ M 0 W m 2 N U0 Z� J W O Z LU V N N V V mop ZQ�Q - � r w 1 LU In J Quu - Q Boz i� m22 W �a � N N revisions: date: MAY 24, 2021 drawn by: AWMS designer: project no: 21-035 sheet: EXISTING CONDITION PLAN SV ■ 5 V VT %JW Ng p D 'o N PACIFIC HIGHWAY ro N je,o.ov � p sdeui'° N T N m IN q ^ z TAX LOT MAP ti ti ti O � Z J Q LL.I W 0 Z JW Y • a N N a W W CIO Iii- LL LU LU i A 0 K a 0 Z o LL ccc � 30 0 N to M N N N'MB. N A OAi;00;0 tip'Dw <x goo a� O g an 5 0 MAgZETTI, emaneuo wo„>arsm.,tarno e�Rwar,m u,.eeea,rz wm yyo W T p sdeui'° N T N m IN q ^ z TAX LOT MAP 0 MAgZETTI, emaneuo wo„>arsm.,tarno e�Rwar,m u,.eeea,rz MARK DATE DESCRIPTION ISSUE DATE: JUNE 25, 2021 ISSUE: SITE PLAN MODIFICATION SUBMITTAL PROJECT NO: 205-067 DRAWN BY: DWL CHECKED BY: GTL SITE ASSESSMENT OF EXISTING CONDITIONS C100 Z Iiii- ti ti ti O � Z J Q LL.I W LUO Z JW Y �0 a N W W W CIO Iii- LL LU LU Q Q a 0 Z o LL ccc � 30 0 N m M N N MARK DATE DESCRIPTION ISSUE DATE: JUNE 25, 2021 ISSUE: SITE PLAN MODIFICATION SUBMITTAL PROJECT NO: 205-067 DRAWN BY: DWL CHECKED BY: GTL SITE ASSESSMENT OF EXISTING CONDITIONS C100 R7 C SITE PLAN - OVERALL 0 E E 3 4 5 -'ll 20-99 YEAR TIME OF TRAVEL ZONE ' 10-20 YEAR TIME OF TRAVEL ZONE -�- - - - - - - - - - - �Q - - - - - - �P ti E 4 moll—N --ow- PLAN SCALE SCALE: 1"= 100' 0 GATEWAY LOOP (60' WIDE) O MAZZETTI BHEGroup won�rsmr.ar no e�twm1m u,eeee,rz ti rn � Z W O WO W H W N O Qo J W W Q W 0 Z o � o a M in MARK DATE DESCRIPTION ISSUE DATE: JUNE 25, 2021 ISSUE: SITE PLAN MODIFICATION SUBMITTAL PROJECT NO: 205-067 DRAWN BY: DWL CHECKED BY: GTL SITE PLAN - OVERALL C20O RT ce X E 1 PROPERTY LINE, TYP F� 1� I Px/Fo 1 E 0 205-067 DRAWN BY: O Z ° O—OF 0 PROPERTY LINE, TYP F� 1� I Px/Fo 1 E 0 205-067 DRAWN BY: DWL Z GTL 0 O ° 0 0 ti O 0 ti 0 O Z O Q 0 V, W LV W Z 0 J W O 0 0 0 O O 0 4 1 5 PACIFIC HIG WAY (I5) 6 INTERSTATE 5 O 205-067 DRAWN BY: DWL Z GTL O ° ti O ti 0 O Z O Q LU V, W LV W Z J W O �0 a O W W W Cl) LU Ill Q Q O a 0 0Z O O O CD O C/) m M N N O O O O O ° O O iQ I• ,w w— k _ 6+ 3 r-72" DECIDUOUS O� ° — — ---� iTi rEM, iGMI _ _=___- �_= _—__=_ ___------------ _________________- F- - - - - - - - - - SITE PLAN INFORMATION _ STREET ADDRESS: 2730 Gateway St, Springfield, OR 97477 j TAX MAP: Lane County Township 17 South, Range 3 West, Section 22. 20.00' PUE DEVELOPMENT AREA: 35,100 SF (0.81 AC) NEW PAVEMENT AREA: 21,450 SF j PROPOSED NEW PARKING SPACES I E7 T1P STANDARD SPACES: 0 COMPACT SPACES: 81 (+3 OPTIONAL SPACES) j TOTAL SPACES: 81 (+3 OPTIONAL SPACES) I ,� EXISTING PARKING OVERALL MALL SITE 1__ __________________________ ------ _ E8 ----------------------------------------- ------ — -- .,.' STANDARD SPACES: 3,365 — — — _ COMPACT SPACES: 161 --------------------------TOTAL SPACES: 3,526 -------—I --6" DECIDUOUS—, ` KEYNOTES __I - ----= �-I-------- ---------------------------------- 1. PROPOSED ASPHALT PARKING LOT. — — — — — — — — — — — — — — 2 . PARKING SETBACK: MAINTAIN 5' MINIMUM SETBACK FROM PROPERTY LINE. — — — — — —� I I 3 . PROPOSED STORMWATER TREATMENT: VEGETATED STORMWATER TREATMENT (SWALE OR RAIN GARDEN) AREA. PROVIDE VEGETATED TREATMENT FOR BETWEEN 50% AND 100% OF NEW Iii e PARKING LOT IMPERVIOUS SURFACE. TREATMENT BEYOND 50% TO BE CREDITED TOWARD L FUTURE DEVELOPMENT REQUIREMENTS. FINAL CONFIGURATION TO BE DETERMINED. — — — — — — — — — — — — — — — — — — — — — — — — 1—j 4 . PARKING LOT INTERIOR LANDSCAPE AREA = 7.75% OF PARKING LOT AREA. REFER TO LANDSCAPE PLANS FOR PLANTINGS. 5 . PROPOSED SITE LIGHTING: NEW LED POLE MOUNTED AREA LIGHTING. 20' POLE HEIGHT ABOVE PAVEMENT SURFACE. 6. NEW 6' TALL CHAIN LINK FENCE. EXISTING WALMART �5" oEaouous I III' 7. OPTIONAL PARALLEL PARKING SPACES - 12" DECmuous— GROSS FLOOR AREA: 37857 SF,—lz D�ECIDuous , E7 .EXISTING PAVED ACCESS DRIVE/STORAGE AREA TO REMAIN. E2 .EXISTING PAVED TRUCK MANEUVERING ZONE TO REMAIN. Illi 4141 I I Q II E3 .EXISTING 6' FENCE TO REMAIN. E4A.EXISTING LOCALLY SIGNIFICANT WETLANDS AND EMBANKMENT TO REMAIN. WETLANDS ARE I II Iw I a. II DESIGNATED AS M28 IN THE SPRINGFIELD WETLANDS INVENTORY. E48.25' SETBACK FROM LOCALLY SIGNIFICANT WETLANDS. E5 . EXISTING EMBANKMENT TO REMAIN. 1 E6 .EXISTING EDGE OF PAVEMENT. SITE PLAN PLAN SCALE 0 20' 40' E7 . EXISTING LOADING DOCK TO REMAIN. SCALE: 1"= 20' E8. EXISTING COVERED RECYCLING AREA TO REMAIN. 1 2 3 4 5 6 0 MAZZETTI BHEGroup cwn�rsmr.arno e�twm,m u,eeee,rz MARK DATE DESCRIPTION ISSUE DATE: JUNE 25, 2021 ISSUE: SITE PLAN MODIFICATION SUBMITTAL PROJECT NO: 205-067 DRAWN BY: DWL Z GTL O ti Q ti 0 O Z Q LU V, W LV W Z J W Y �0 a N W W W Cl) LU Ill Q Q a 0 0Z O O O CD 0 C/) m M N N MARK DATE DESCRIPTION ISSUE DATE: JUNE 25, 2021 ISSUE: SITE PLAN MODIFICATION SUBMITTAL PROJECT NO: 205-067 DRAWN BY: DWL CHECKED BY: GTL SITE PLAN - DEVELOPMENT AREA C201 1.1 R AN 60 -FL N (IN)= 427.0± 42 -FL E (IN)= 427.0± 60 -FL S (OUT)= 427.0± I(E)SD 4 (E)SD 1 1 2 1 3 4 1 5 1 6 - RM=R IaMUCR I 4 _ 2 _ If / 4 PD SD OF DRAIN 1 - - I ,7 B KIl 4"FL S (N) 431.69 4 - - -(E)SD TT I -(E)SD / 60 / I I I� 6eA J���S I 60'FL= 426.40 E1 �(E)SD(E)SD (EJSD 0 i I I I I I E2 -I r77" )ECIOUOUS 0 N c 1. Provide protection from all vehicle traffic, equipment staging, 6. Drain rock: and foot trial in proposed infiltration areas prior to, during, a. Size: 3/4"-2-1/2" washetl and after construction. b. Depth: 12" Minimum 2. Dimensions: 7. Drain rock later shall be separated form the growing medium a. Depth of rain garden: 6" minimum and 12" maximum and the surround soils by a geotextile filter fabric. b. Flat bottom width: 2' min. O G . Side slopes of Rain Garden: 3:1 maximum. 8. Growing medium: I e a. 12" minimum 3. Setbacks: b. Imported topsoil or amended native topsoil. a. Infiltration rain gardens must be 10' from NEW 6 -FL SW (Il 430.00 foundations and 5'from property lines. Vegetation: Follow landscape plans otherwise refer to plant list in Filtration Rain Garden do not require a setback with SWMM Appendix F. Number of plantings per 1 00E of facility area: an approved waterproof liner. a. 100 Ground Covers, OR EX 15"FL S (IN)= 428.54 b. 80 Ground Covers, 2 Large Shrubs 4 Small Shrubs 4. Overflow: and 1 tress (deciduous or evergreen) a. Overflows are required unless all to fully infiltrate the load control design storm. 10. Install washed pea gravel or river rack to transition from b. Inlet elevation must allow for 2" of freeboard, inlets and splash pad to growing medium. minimum. I I 5. Piping: Minimum 3" pipe required for up to 1,500 sq R of II impervious area, otherwise 4" min. Piping material, slopes EJ --- -----------------I-_- - - L and installation shall follow the Uniform Plumbing Code. � Q CITY OF FILTRATION RAIN GARDEN E uv DATE A NTS NTa 4 EUGENE, OREGON oNnwN av src DEPARTMENT OF PUBLIC WORKS TYPICAL DETAILS E)c ENGINEERING DIVISION C7 J �EJc FILTRATION RAIN GARDEN NO SCALE C, i (10 (E)SD -(E)SD -(E)SD -(E)SD I G El N tj DWL I H 4 Z I IT SD MH $ O G 434.86 I e w H tl�p1�p�0Y' NEW 6 -FL SW (Il 430.00 H EX 15"FL S (IN)= 428.54 ) 1------------------------------------------------------------- I I a � I I I ll II 1------------------ EJ --- -----------------I-_- - - L STORMWATER LEGEND VEGETATED STORMWATER RAIN GARDEN DRAINAGE BASIN BOUNDARY -.Il RUNOFF FLOW DIRECTION SHEET NOTES A. REFER TO SHEET C400 FOR SITE GRADING. O CONSTRUCTION NOTES MH oRIM:436.82 0 0 1. CONSTRUCT STORM DRAIN MANHOLE 2. CONSTRUCT CLEANOUT PER DETAIL. 3. CONSTRUCT OVERFLOW CATCH BASIN. 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. SIZING FACTOR FOR RAIN GARDENS TO BE 0.05. REFER TO DETAIL 2/C300 FOR TYPICAL SECTION. 5. INCLUDE CATCH BASIN IF OPTIONAL PARKING IS CONSTRUCTED. INSTALL DOUBLE CHAMBER CATCH BASIN WITH KRI-STAR FILTER INSERT. 6. CONNECT TO EXISTING STORM DRAIN MANHOLE. E1. 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. El EXISTING UNDERGROUND POWER TO REMAIN. E6B. EXISTING OVERHEAD ELECTRICAL TRANSMISSION LINES TO REMAIN. E3 -(E)SD -(E)Sp (E)SD - -(E)SD -(E)SD �(E)SD 6 -FL SW (IN)= 427.86 15 -FL E (IN)= 427.82 8'FL S (IN)= 427.81 15 -FL N (OUT)= 427.80 ML1T 1 DNLAZ7 Z7 SITE PLAN i �(E)SD (E)SD (E)SD (E)SD 6 MAgZETT0 NPII.IG.OIYRY won,rirsm.+.arnD e�ISwar,m ut.eeea,rz I RIM:434.86 205-067 DRAWN BY: DWL CHECKED BY: Z EX SD MH $ O RIM= 434.86 w NEW 6 -FL SW (Il 430.00 H EX 15"FL S (IN)= 428.54 EX 15 -FL N (WT)= 428.44 Q a rn � Q E)c C7 J �EJc Q LU O Ur LLJ Lu iIUNK'Ii ,� w ♦♦Q1111 J NO Q i/ I I VLT�I V W r' J r LU LLI W N ----(E)E �\ E)E-�E)E-{E)8..(E�E)E�E)® El _ VLTfII III W Vi Li LU UJ Q Q v - r, m m� iIIIlilIIIllII wwNp 8.. oEcu v^12..V / VIM �VpM W W MARK DATE DESCRIPTION -(E) E5 6 PLAN SCALE 0 10' 20' --I ISSUE DATE: JUNE 252021 4 5 1 6 SCALE: 1"= 10' ISSUE: SITE PLAN MODIFICATION SUBMITTAL PROJECT NO: 205-067 DRAWN BY: DWL CHECKED BY: GTL SITE STORM DRAIN PLAN C300 C w M:l 0 1 12 13 14 15 I 6 III1IIIIIIIII1I1�1I1-----O---------------------------kykCR e - --------- IIII I II I I 5 \\ \\ x0 I I E i k I e 435.47' d l key. _TRG� 435.16 '�a'Tj�000 434.44 435.42, x ---�-�- _BRG -TRG ���' ------------------------------- ---- \_- li I li I II I D 434.44 �' - I 3 I BRG 434.44 =� = � \\\ ,1 li I I II 9 RG 434.44 BRG _ ® I �' \-------I_ i 0p�`` 00- li �� 435.25 k00� �' BRG -- -- -- -- -- I 4BRIG34.44 - - _ -------- `v5 I I k0�ll I �� roe 0�°e TRG -- -- '-- -- -- 435.50 ��' /r Q\4,5 ------ / �4�?` k0 IiIIIiII X61\ T TRG 00 l,�eg /i e 3 � c -'' � � 0 0 � 09 � I I 6� r'' - e---- �"` -o-69�1_----- 1' 435.45 P a 436.10 - --- Q n _,�---- 1 I l I \x ° , i III TP ,�hc 1B,a36 B TP 437.00 E __ - (E)so (E)sD \. H fe7s�(E)sD 435.57 - ---Ilk /E x %�- I 1 IIII RI'e 438. ' _TP D-FE'�:(E D��� (E)SD . F04'\00 g�CF�00 .�0 .'- 1B �F`� //� 437.27 11 \\\\ \ \\\\ \\ 1\\ loll %/��4-�`-�"�'• o 11 -i'� ) (E)S (E)S u. \ (E)SD (E)SD. 0(E)SD / 0� _ .0 �R 437.45 / / I \ \ \ \ \ II / ///� / �- $--- 0° k� c E)sB . )so 0 c 0 e /, //_ _ 7 o I m 1 o I • ^ i 11 .. S+ (E)SD-., (p D/ Dom( SD ��(E D L x -�" `IF. -i TP / a/ TP/EX l j o I o to w -(E) o I i TYP --'_aae\ ' ... �.f - --(ESD '(E)SD- \ (E)SD (E)SD ..(E)SD 2 1 l 1 I o i / '(E)SD -' (E SD I I III \ _ ✓_. E)SD\II 0 (E)SD OSD - -(E)SD �(E)SD (E)S (E)SD �(E)SD .Sp * ... \ / :.. .(E)SD .(E)SD .. 1 (E)SD (E) D 11E)SD_�(E)SD\ 1 I A 0 :.-.. . .\\ �° _ SD (E)SD' - .0 / 1 1 (E t, 6 1 l i 15�°e v 435.90 n0o .-/ -� -% (E)s0� " n / e I \ le, �I, TP - x) .. (E)SD-.�(E)SD��(E)SD S 437.17 // 6q J5� JZ /it 66 e / w f . o j43 1 kg (1TP/ME N "�� x\.-. x - _ (E)SD �(E)s0 / ®0, 16916 N0 N I k � i -7�(E)SO ) / I Illi1 r OJ I 1 X 7 x .. �y x TYP / E)SD (E SD 1 5 s /�( D 6o P 1 I I o 436.0 - .:436.80 r / _- 0, - �Q - 'xs�as \� 1 a��° I/I / I kti°�` /TIP43fiv '\ .. .'kb9 'Ii.:^� _ /437.47 6 li c0 .. x .., /' � � � �e - TP III 1 II I. 436.60... IIIII / TP - x N I / 436'o \ r # TP/ME 0, kyro. k�>1 � k - ��-8.2 -x .. 438.20 / \. / I\11111\1111\11\1. Oho I / j x .�.'� I 111111111,\\111 11 b�"V 436.35 l 11\111111111 \\ 11 I 1 i 1 11 11 1 I I \ 1\1111111111\ pee9 .`I .. - .. .k`7. . - \\`'V I \ 1 1\1 1 1111 .. . �� 437.86 \ y�''1 / 2 I 1 1111111 1 ! . _ x . \ A'�I 436.59 , _I \ `\1 11 1111111111. 437.20 / .. . / .: / .. � _ , _ Vv .. /. /66 .: .: 1 /: - -�1 / E I I �0 rn TP /' \ _ 68 O I x \d e N TPM � I I li II e E / / /� .43eo� y 1 \ f \11 \11\1111111i1� � :.. � �Js'� X7.871 IIIILko-S k I /. �� k 1 1 1 1 1 k I I 437.50 j66 _ _ ....x .. xk m 1 / �),.x. 1 1 I C ki 437.55 X TP ,1� / ,1 li I li 1 -437.80 -:./ " '.437.87: _ - ..... `x k" /. -... _ 1. -:e / 437.06 A, TP/ME A X .wry° - x 438.00"1 - / S TYP \ `.\1\11\f1\111\111 -OTYP / '� 19 Xk•5� _, ..\ k,p _� _ // I TYP 5 1. \ 1111\1A1�\\\\1111111111 ------------ 437.5 1B _ a• o \ 1 \\1 1 II III i x I I m \\ \1 \L\1\111111111 .:. N. - \J "d 8 1 \ \IIII III x. 437.13. % �� \ 1111\ 1 i I > 435.7 1 II _ B k 437.40 1 1 - ` g / 1 / \\\\\111111 _ --_-_-- 1 x 437.5 - x 437.3 c 3 TP/�, -. ee. I / / 1P 1 �1\1 I IDI A - : TC TP E� 437.28 0 1A �/ ti9 437.05111111 - o TRG 437.85 i --- -------437.40 k TP/ME 1 // \�. TRG I - -- -- -- - - BRG 46 -437. _ �0y0 i .�/e ��o I �0 i TIP 436.02 / lad e- -- - - 438.00/ '437.85 J� _ �_ TP TIP�. 46.46 I -- -- - -- - ® 437.19 X0 ��& 00� I \��� i TP/ME /_\�- ----x �`_ \RG. �FG/ME 6e TYP x 437.29 I x0 �/ / \ 1 19�°f, t11 X ,�0 gi, ,' W _�W�/"� 2 TP/ME rFJ III k o6 437.47 -_w- 437.35 I e / M 436. 46 �Q Q 436.46 437.32 TP/ME k� FG//ME BRG 437.13 / TRG TP/ME / 448.31 / IIII I // I \ Xk91 0� (( 437.0 \\ 111111 1 I I I / _\ 9Ee 6Fe % Xk�RVM4 BgEl - (E)SD -(E)SD \\ I /�EP:437.06 1 1 1 1 I I I R oECIDe\s k a k e () (E)S9-Eels / I r 9 1 / (E)5Q �(E)SD �- / P(E)SO �(E)SD -(E)SD _(E)SD - a3l)SD �(E)SD 1 I l l i I I o l 96 v i 6° A oe 99�e o /o (E)s0 OD \\ - 1 k - lllll-B _________________ _--- / r- I_ --- _->_ �-- �y_S_____�rw-__ - EM-- 1 N11 1 I 1 it 11 11 I 1111 bEe j,Eie 11 '65 I 1 1 I i 9 0Q \MMH 436.82 1 11 1 1 1 k k o I i um CB I 1 I k6 I /-- , SITE PLAN DROPCURB AT DRIVEWAY OF CURB SLOPE SEE NOTE 3 DROP CURB AT SIDEWALK RAMP 1" ml • 1 a�� SURFACE TREATMENT I= 12" 8" \ DUMYAD ItU / I= ROCK BASE 12" 8" ROCK BASE AS PER PLANS ' MIN MIN MIN NOTES STANDARD DROP 1. EXPANSION JOINTS IN NON -EXTRUDED CURB/GUTTER. CONTRACTION JOINTS IN CURB CURB EXTRUDED CURB/GUTTER. 2. EXPANSION JOINTS SHALL BE PLACED EVERY 15' IN NON -EXTRUDED CURB AND NOTES GUTTER. CONTRACTION JOINTS SHALL MATCH SIDEWALK CONTRACTION JOINTS. 1. EXPANSION JOINTS IN NON -EXTRUDED CURB. CONTRACTION JOINTS IN EXTRUDED 3. SLOPE TOP OF CURB TO MATCH ADJACENT RAMP OR LANDING SLOPE (2% MIN - CURB. O 8.3% MAX) 2. EXPANSION JOINTS SHALL BE PLACED EVERY 15' IN NON -EXTRUDED CURB AND 4 ADJUST GUTTER SLOPE PER RAMP CONDITION GUTTER. CONTRACTION JOINTS SHALL MATCH SIDEWALK CONTRACTION JOINTS W I:ikll E4 ADJUST AC SLOPE TO M. GUTTER BAR HAD c I AS PER PL TYP PER PLANSTYP r AS PER PLANS I I2 12" \COMPACTED 24" SURFACE TREATMENT I= 12" 8" \ DUMYAD ItU / I= ROCK BASE 12" 8" ROCK BASE AS PER PLANS ' MIN MIN MIN NOTES STANDARD DROP 1. EXPANSION JOINTS IN NON -EXTRUDED CURB/GUTTER. CONTRACTION JOINTS IN CURB CURB EXTRUDED CURB/GUTTER. 2. EXPANSION JOINTS SHALL BE PLACED EVERY 15' IN NON -EXTRUDED CURB AND NOTES GUTTER. CONTRACTION JOINTS SHALL MATCH SIDEWALK CONTRACTION JOINTS. 1. EXPANSION JOINTS IN NON -EXTRUDED CURB. CONTRACTION JOINTS IN EXTRUDED 3. SLOPE TOP OF CURB TO MATCH ADJACENT RAMP OR LANDING SLOPE (2% MIN - CURB. O 8.3% MAX) 2. EXPANSION JOINTS SHALL BE PLACED EVERY 15' IN NON -EXTRUDED CURB AND 4 ADJUST GUTTER SLOPE PER RAMP CONDITION GUTTER. CONTRACTION JOINTS SHALL MATCH SIDEWALK CONTRACTION JOINTS ACCESS RAMP - 1:12 MAX RAMP LANDING - 1:20 MAX 2 CURB AND GUTTER3 FULL DEPTH CURB NO SCALE NO SCALL 1 2 3 SHEET NOTES A. REFER TO SHEET IM FOR GENERAL NOTES AND LEGENDS. B. CURB QUANTITIES SHOWN ARE FOR THE PURPOSE OF IDENTIFYING CURB TYPES PLAN SCALE ACTUAL QUANTITIES MAY VARY. CONTRACTOR TO PROVIDE QUANTITIES NEED 10' 20' FOR LAYOUT SHOWN C. APPROXIMATE CUT/FILL VOLUMES: CUT = 794 CUBIC YARDS SCALE: 1"= 10' FILL = 1144 CUBIC YARDS O CONSTRUCTION NOTES 1A. CONSTRUCT CURB do GUTTER PER DETAIL 2/MO. 1B. CONSTRUCT THICKENED CURB AND GUTTER PER DETAIL TBD, 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. PFIL ELEVATION PER ROCK CH GRADING PLAN 'ER DETAIL TBD TP ELEVAT10N PER 1" GRADING PLANS, TYP. GRADING PLAN B LINE /\ r Q JOINT TP V P GUTTER GRADING TIP DI AMC SECTION B -B 12" 12" B I I AND GUTTER 12" 12, 12" SECTION I PLAN NOTES 1. REFER TO GRADING PLANS FOR CURB OPENING LOCATIONS. 4 CURB OPENING NO SCALE 4 5 OF CURB SHOWN ON HORIZONTAL LAYOUT PLAN 9�- � 435.39� � / � �� -- TP' I o / 435.63 1 "\n"�5` • k1, ------------ �(E)SD It MID -(E)SD SLE / OSD H �(E)SD , M MH / I RIM:434.86 / / N I � W I i PAVEMENTLEGEND 3" LITVEHICULARASPHALT VEMENT OVER SECTION 3 LIFT DENS AC PAVEMENT OVER NEEDED 6" MIN DEPTH 3/4"-0 CRUSHED ROCK BASE OVER GEOTEXTI- OVER APPROVED SUBGRADE HEAVY VEHICULAR ASPHALT PAVEMENT SECTION 2)z" LIFT 1/2" DENSE' AC PAVEMENT OVER 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 UNE GRADING PLAN LEGEND " EXISTING SPOT ELEVATION •`456.25 PROPOSED SPOT ELEVATION TCONC _GB_ _GB_ GRADE BREAK UNE _R - -R - -R - - GRADING RIDGE UNE GRADING VALLEY UNE TOE OF FILL SLOPE BRG 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 TRG TOP OF STORMWATER RAIN GARDEN ELEVATION (INCLUDING FREEBOARD) TW TOP OF WALK ELEVATION 6 O MAZZETTI BHEGroup NPII.IG.OIYRY cwn�rsmr.arno e�wm.m u,aem,rz MARK DATE DESCRIPTION ISSUE DATE: JUNE 25, 2021 ISSUE: SITE PLAN MODIFICATION SUBMITTAL PROJECT NO: 205-067 DRAWN BY: OWL CHECKED BY: GTL SITE PAVING AND GRADING PLAN C400 Z tia ti O Z J Q W O W Lu W Z J W Y 0 �� a N W W W N LU 111 Q Q o Z � OCD c C/) m M N N MARK DATE DESCRIPTION ISSUE DATE: JUNE 25, 2021 ISSUE: SITE PLAN MODIFICATION SUBMITTAL PROJECT NO: 205-067 DRAWN BY: OWL CHECKED BY: GTL SITE PAVING AND GRADING PLAN C400 �=1 C D 1 2 I 3 4 5 I 6 (5)VIB DAV + + I \ + I I + + I I + I + I + I + (40)COR SER I II (3)FRA EXC (12) COR KEL (4)RHA PUR (16) HOL DIS (2)CER CAN Plant Bed mulch per Specifications and Detail. Mulched area is to include bumper overhang and door swing / zones, typical. Q) (22)VIB DAV cri (1)CER AN (1)FRA EXC 13) VI + 11V I 1Wl F^I ryl �L� �E)E— - ----- (E)E_ tiVl, iGMI PLANTING PLAN NOTES 1. All survey information provided by: A LTA 2. Verify exact locations and routing of existing and proposed underground utilities prior to starting any excavation. Any damage to existing pipes, underground utilities or related facilities to be repaired at contractor's expense in a manner approved by Owner's Representative. 3. Do not install any plant materials until Owner's Representative has reviewed and approved irrigation system installation, area coverage balancing, soil preparation and finish grading. Refine the shape and finish grade of plant beds as directed by Owner's Representative. 4. Protect all existing trees and plant materials to remain including limbs, trunks, roots and root zones. Protect trunks, limbs, roots, and root zones at drip line of existing trees and plant materials to remain as directed by Owner's Representative. Cut no limbs or roots larger than 1.5" in diameter without approval of Owner's Representative. Sharp pruning equipment such as saws and toppers must be used for roots greater than 1" diameter. Roots shall be cut with approved saws. 5. Finish grade is top of soil. Mulch is in addition. 6. Prune all new plant materials as directed by Owner's Representative. 7. Make minor adjustments in tree spacing as necessary to accommodate the irrigation system as installed. 8. Triangle space all shrubs and groundcovers, unless otherwise noted. 9. Install center of plants adjacent to door swing and bumper overhang areas at a distance of 24 inches + 112 of the o.c. spacing of plant material from the face of curb. 10. Trees, shrubs, and groundcovers planted too deeply will not be accepted. See typical planting details. 11. In addition to improvements shown, repair all areas disturbed or damaged by construction impacts to the condition that existed prior to construction. 12. An automatically controlled underground irrigation system will be installed to ensure permanent landscape establishment. (45)COR SER Space between screening planting and project limit is lefty0�en� to facilitate mowing/remedia lot n of encroaching blackberries. Q) O 17" open fractured basalt mulch to be placed between curb and work limit line in boulder zones. Boulders displaced by the new design to be repositioned as necessary to approximate what is shown. Two feet clear from face of curb is required for bumper overhang. OL DIS 'F3 WIM (3)RHA PUR \ (182)DES ES (191)JUN PAS \ (19)COR KEL WIM Bumper overhang and door swing areas of plant beds to be 2 feet clear from face of curb, typical. _ _ _ __F --_ _= °---------- �N � PLAN SCALE 0 10' 20' LEGEND — — — — — — PROPERTY LINE LMT _ LIMIT OF WORK LINE BPA EASEMENT LINE / EXISTING BOULDER To Remain RELOCATED BOULDER / Boulders to be repositioned as necessary. See Plan for more info. EXISTING TREE To Remain + + LANDSCAPE AND STORMWATER PLANTING + See Plan and Plant Schedule + + + + 0 3 SCALE: 1"= 10' PLANT SCHEDULE AND STORMWATER TABLES MR No relocated boulders within / ten foot radius of existing t / tree to remain. IN, / \t I 1 01 �I I � / I / I (1)ZEL SER _ / \ I (14 VIB DAV 1 .1 open fractured basalt mulch to be placed between curb and fence in boulder zone. Boulders displaced by the new design to be repositioned as necessary to approximate what is shown. Two feet I, clear from face of curb is required for bumper overhang or door swing area. I (2)CER CAN (27)VIB DAV (1)CER CAN (16)VIB DAV Optional parallel parking. (E)OHW (E)OHkO (E)OHW (E)OHW—(E)OHW_ (1)FRA EXC (E. F �8S O Trees Code Botanical Common Cont Cal Remarks 205-067 ACE RUB Acer rubrum'Franksred' TM Red Sunset Red Maple B&B or Cont. 2"Cal Evenly branched, matching Remarks CER CAN Cercis canadensis 'Texensis' Texas Redbud B&B or Cont. 2"Cal Evenly branched, matching 2"Cal FRA EXC Fraxinus excelsior'Aureafolia' Golden Desert European Ash B&B or Cont. 2"Cal Evenly branched, matching * RHA PUR Rhamnuspurshiana Cascara B&B or Cont. 2"Cal Evenly branched, matching Kelseyi Dogwood ZELSER Zelkova serrata Green Vase Green Vase SawleafZelkova B&B or Cont. 2"Cal Evenly branched, matching Deciduous Shrubs Code Botanical Common Size Spacing Remarks Code COR SER Cornus sericea Red Twig Dogwood #5 48" o.c. Full and Bushy * COR KEL Cornus sericea 'Kelseyi' Kelsey Dogwood #1 24" o.c. Full and Bushy * HOL DIS Holodiscus discolor Ocean -spray #3 48" o.c. Full and Bushy 1 VIB DAV Viburnum davidii David Viburnum #5 48" o.c. Full and Bushy Ground Covers Code Botanical Common iCont Spacing Remarks "IDES CES I Deschampsia cespitosa Tufted Hair Grass 4" pot 12" o.c. 13- * JUN PAT Juncus patens California Gray Rush 4" pot 12" o.c. CD * Denotes a stormwaterfacility species. Rain Garden East JUNE 23, 2021 Facility Size: 464 sq. ft. Z PROJECT NO: 205-067 Trees Code Botanical Common Cont Cal Remarks Quantity RHA PUR Rhamnus purshiana Cascara B&B or Cont. 2"Cal Evenly branched, matching 3 Deciduous Shrubs Code Botanical Common Size Spacing Remarks COR KEL Cornus sericea 'Kelseyi' Kelseyi Dogwood #1 24" o.c. Full and Bushy 19 HOL DIS Holodiscus discolor Ocean -spray #3 48" o.c. Full and Bushy 10 Ground Covers Code lBotanical Common iCont Spacing I Remarks W J DES CES I Deschampsia cespitosa Tufted Hair Grass 4" pot 12" o.c. 1 182 JUN PAT IJuncus patens California Gray Rush 4" pot 12" o.c. 1 191 Rain Garden West JUNE 23, 2021 Facility Size: 781 sq. ft. Z PROJECT NO: 205-067 Trees Code Botanical Common Cont Cal Remarks Quantity RHA PUR Rhamnus purshiana Cascara B&B or Cont. 2"Cal Evenly branched, matching 4 Deciduous Shrubs Code Botanical Common Size Spacing Remarks COR KEL Cornus sericea 'Kelseyi' Kelseyi Dogwood #1 24" o.c. Full and Bushy 33 HOL DIS Holodiscus discolor Ocean -spray #3 48" o.c. Full and Bushy 16 Ground Covers Code Botanical Common iCont I Spacing I Remarks W J DES CES Deschampsia cespitosa Tufted Hair Grass 4" pot 12" o.c. 1 223 JUN PAT Juncus patens California Gray Rush 4" pot 12" o.c. 1 407 4 5 X I I I I If optional parallel parking is included, fenceline to be I adjusted accordingly. —(E) (E) W ' (E)OHW—(E)OH:— o I it li__�------------ - II �Z�/ I I Q NIAZZET0 CAMERON McCARTHY LANDSCAPE ARCHITECTURE & PLANNING FOR REFERENCE ONLY 85 ;6 LAYK IL OREGON W MARK DATE DESCRIPTION ISSUE DATE: JUNE 23, 2021 ISSUE: Z PROJECT NO: 205-067 DRAWN BY: O CHECKED BY: LG 0 ti ti Q ti O Z J Q LV U LJ W Z W J Y �0 a W W Cl)LLj NW LU Q QLL 13- O Oz O LL CD N (n m «� Cl) MARK DATE DESCRIPTION ISSUE DATE: JUNE 23, 2021 ISSUE: PROJECT NO: 205-067 DRAWN BY: MRJ CHECKED BY: LG PLANTING PLAN L100