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HomeMy WebLinkAboutPlan, Tentative APPLICANT 10/19/2021VICINITY MAP NOT TO SCALE PRELIMINARY MULTI -FAMILY SITE PLAN REVIEW SITE MAP SCALE: 1" = 150' L�00I4:09I►11]*:1 00 PRELIMINARY COVER SHEET WITH SITE AND VICINITY MAP 01 APPROVED FINAL MASTER PLAN 02 EXISTING CONDITIONS PLAN 03 PRELIMINARY DEMOLITION, GRADING, AND EROSION AND SEDIMENT CONTROL PLAN 04 PRELIMINARY SITE PLAN 05 PRELIMINARY DETAILED DIMENSION PLAN 06 PRELIMINARY COMPOSITE UTLITY PLAN 07 PRELIMINARY LIGHTING PLAN 08 PRELIMINARY FIRE TRUCK TURNING MOVEMENTS PLAN 09 PRELIMINARY GARBAGE TRUCK TURNING MOVEMENTS PLAN 10 PRELIMINARY LANDSCAPE PLAN LAND USE PLANNING / AKS ENGINEERING & FORESTRY, LLC LANDSCAPE ARCHITECTURE / CONTACT: LARRY PANKEY, CHRIS GOODELL CIVIL ENGINEERING / 12965 SW HERMAN ROAD, SUITE 100 TUALATIN, OR 97062 SURVEYING FIRM: PH: 503-563-6151 FAX: 503-563-6152 OWNER/APPLICANT: ARCHITECT: PROJECT LOCATION: PROPERTY DESCRIPTION: EXISTING LAND USE: VERTICAL DATUM: PROJECT PURPOSE: TOTAL ACREAGE: MARCOLA MEADOWS NEIGHBORHOOD, LLC 27375 SW PARKWAY AVENUE WILSONVILLE, OR 97070 MULTI/TECH ENGINEERING SERVICES INC. 1155 13TH STREET SE SALEM, OR 97302 SPRINGFIELD OREGON, NORTH OF MARCOLA ROAD AND WEST OF 28TH STREET A PORTION OF TAX LOT 1803 OF LANE COUNTY TAX MAP 17-02-30-00 LOCATED IN THE NORTHWEST ONE—QUARTER OF SECTION 30 AND THE SOUTHWEST ONE—QUARTER OF SECTION 19, TOWNSHIP 17 SOUTH, RANGE 2 WEST, WILLAMETTE MERIDIAN, CITY OF SPRINGFIELD, LANE COUNTY, OREGON. VACANT, UNDEVELOPED LAND ELEVATIONS ARE BASED ON NGS BENCHMARK NO. QE1625, ALSO BEING LANE COUNTY BENCHMARK NO. 158 LOCATED IN SPRINGFIELD, AT THE JUNCTION OF MAIN STREET AND 33RD STREET, 205.1 FT NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF MAIN STREET, 46.3 FT SOUTHWEST OF THE SOUTHWEST CORNER OF THE BURGES RESIDENCE AT 185 33RD STREET, 22.6 FT EAST OF THE CENTER OF 33RD STREET, 19.7 FT SOUTH OF THE CENTER OF A DRIVEWAY, AND 3.6 FT NORTH OF UTILITY POLE NUMBER 135, WITH AN ELEVATION OF 478.11 FEET (NAVD 88, CURRENT CITY DATUM) SITE PLAN REVIEW INVOLVING A NEW MULTI—FAMILY RESIDENTIAL COMMUNITY ±11.42 ACRES W U ¢ LEGENDEXISTING N w DECIDUOUS TREE (D PROPOSED DRAIN CLEAN OUT ¢ ■ F CONIFEROUS TREE a �/i�� STORM DRAIN CATCH BASIN STORM DRAIN AREA DRAIN U 117 ❑ �o ■ ■ f W FIRE HYDRANT R N STORM DRAIN MANHOLE 4 O � zo � WATER BLOWOFF P 1 GAS METER �3z n ® z NF'•�Y W�J�Q O N p�Qni� T.5 WATER METER o ® GAS VALVE lu 13 WATER VALVE N GUY WIRE ANCHOR E - DOUBLE CHECK VALVE ® ® UTILITY POLE o -0- AIR AIR RELEASE VALVE �i �" POWER VAULT LPI 1EI SANITARY SEWER CLEAN OUT o e POWER JUNCTION BOX D 0 SANITARY SEWER MANHOLE O • POWER PEDESTAL ■ SIGN T COMMUNICATIONS VAULT L91 Fc -I STREET LIGHT xt COMMUNICATIONS JUNCTION BOX A • MAILBOX [T Of] COMMUNICATIONS RISER 0PROPOM • RIGHT-OF-WAY LINE— BOUNDARY LINE PROPERTY UNE CENTERLINE — — — — DITCH ----� ----� — ' CURB EDGE OF PAVEMENT EASEMENT FENCE LINE GRAVEL EDGE .......................................... POWER UNE — — — — Pte+— — — — Pte+— owe owe OVERHEAD WIRE ww a»• a»• COMMUNICATIONS LINE - - - -- - - -- FIBER OPTIC LINE-�- GAS LINE - - - - - - - - - —m—m— s— STORM DRAIN LINE — — — — sm — — — — sw — m m SANITARY SEWER LINE — — — —sµ— — — —s"+— %H ON WATER LINE — — — —UT— — — --�T— WT WT PRELIMINARY MULTI -FAMILY SITE PLAN REVIEW SITE MAP SCALE: 1" = 150' L�00I4:09I►11]*:1 00 PRELIMINARY COVER SHEET WITH SITE AND VICINITY MAP 01 APPROVED FINAL MASTER PLAN 02 EXISTING CONDITIONS PLAN 03 PRELIMINARY DEMOLITION, GRADING, AND EROSION AND SEDIMENT CONTROL PLAN 04 PRELIMINARY SITE PLAN 05 PRELIMINARY DETAILED DIMENSION PLAN 06 PRELIMINARY COMPOSITE UTLITY PLAN 07 PRELIMINARY LIGHTING PLAN 08 PRELIMINARY FIRE TRUCK TURNING MOVEMENTS PLAN 09 PRELIMINARY GARBAGE TRUCK TURNING MOVEMENTS PLAN 10 PRELIMINARY LANDSCAPE PLAN LAND USE PLANNING / AKS ENGINEERING & FORESTRY, LLC LANDSCAPE ARCHITECTURE / CONTACT: LARRY PANKEY, CHRIS GOODELL CIVIL ENGINEERING / 12965 SW HERMAN ROAD, SUITE 100 TUALATIN, OR 97062 SURVEYING FIRM: PH: 503-563-6151 FAX: 503-563-6152 OWNER/APPLICANT: ARCHITECT: PROJECT LOCATION: PROPERTY DESCRIPTION: EXISTING LAND USE: VERTICAL DATUM: PROJECT PURPOSE: TOTAL ACREAGE: MARCOLA MEADOWS NEIGHBORHOOD, LLC 27375 SW PARKWAY AVENUE WILSONVILLE, OR 97070 MULTI/TECH ENGINEERING SERVICES INC. 1155 13TH STREET SE SALEM, OR 97302 SPRINGFIELD OREGON, NORTH OF MARCOLA ROAD AND WEST OF 28TH STREET A PORTION OF TAX LOT 1803 OF LANE COUNTY TAX MAP 17-02-30-00 LOCATED IN THE NORTHWEST ONE—QUARTER OF SECTION 30 AND THE SOUTHWEST ONE—QUARTER OF SECTION 19, TOWNSHIP 17 SOUTH, RANGE 2 WEST, WILLAMETTE MERIDIAN, CITY OF SPRINGFIELD, LANE COUNTY, OREGON. VACANT, UNDEVELOPED LAND ELEVATIONS ARE BASED ON NGS BENCHMARK NO. QE1625, ALSO BEING LANE COUNTY BENCHMARK NO. 158 LOCATED IN SPRINGFIELD, AT THE JUNCTION OF MAIN STREET AND 33RD STREET, 205.1 FT NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF MAIN STREET, 46.3 FT SOUTHWEST OF THE SOUTHWEST CORNER OF THE BURGES RESIDENCE AT 185 33RD STREET, 22.6 FT EAST OF THE CENTER OF 33RD STREET, 19.7 FT SOUTH OF THE CENTER OF A DRIVEWAY, AND 3.6 FT NORTH OF UTILITY POLE NUMBER 135, WITH AN ELEVATION OF 478.11 FEET (NAVD 88, CURRENT CITY DATUM) SITE PLAN REVIEW INVOLVING A NEW MULTI—FAMILY RESIDENTIAL COMMUNITY ±11.42 ACRES a Q H z z Q Lu U) F -a = z J F- Lu 0. 2 oC LU 1= � Lu Q cQ n2z w W�C� W O Qpo U J Q >. a Lu LU ?p iL �VZ w Q Q _ oC a JOB NUMBER: 7736 DATE: IO/DB/2021 DESIGNED BY: LTP DRAWN BY: AC CHECKED BY: LTP W U ¢ N w a ¢ F a = U �o Z f W N ¢ 4 O � zo � g=o�w Z �3z n W z NF'•�Y W�J�Q Z N p�Qni� T.5 a Q H z z Q Lu U) F -a = z J F- Lu 0. 2 oC LU 1= � Lu Q cQ n2z w W�C� W O Qpo U J Q >. a Lu LU ?p iL �VZ w Q Q _ oC a JOB NUMBER: 7736 DATE: IO/DB/2021 DESIGNED BY: LTP DRAWN BY: AC CHECKED BY: LTP AMY ' OPEN SPACE --� + GREEN SPACE AND PEDESTRIAN ° o CONNECTIVITY 1 PIERCE DITCH PEDESTRIAN PATHWAY �w I� U O Tc rIj W -� N T CHURCH ••••• ©000 COMMUNITY GATHERING PLACE ° o BONNIE LANE ° I ? d -- Allm DTE: CON r- r 5 E PLAN C:7 Lml T—v— STORMWATER MANAGEMENT STORMWATER ATTENUATION AND CLEAN WATER 1 @90S G SC NOTE. GN EPTUAL BE DETERMINED BY PLAN DESIGN PUBLIC SCHOOLS SPRhNGfifLO ------ -- -- ti 2 SCHOOL T EDUCATIONAL OPPORTUNITIES • • • • • • FOR NEIGHBORHOOD CHILDREN Lj ,r 111�. � u. ii it _�- �111►11,, j�� v J'r MULTI -FAMILY RESIDENTIAL J,. AFFORDABLE HOUSING OPTIONS GROCERY I ' 1 _ TV S REET I � SINGLE-FAMILY ® ©®• RESIDENTIAL NEAR SCHOOLS, 5HOPPING, AND EMPLOYMENT I � I MARCOLA ROAD COFFEE SHOF COMMERCIAL — -- / R CONVENIENT NEIGHBORHOOD SHOPPING AND EMPLOYMENT. OFFICE SPACE PROVIDES OPPORTUNITIES FOR _ BUSINESSES DEVELOPMENT - x,1!9 SCALE: 1'=150 FEET 1- 150 D 30 75 150 ORIGINAL PAF SIZE: 22' , 3P NOTE: POTENTIAL PLAN ELEMENTS AND DETAILS AS SHOWN ARE CONCEPTUAL AND SUBJECT TO CHANGE LEGEND W OPEN SPACE - STORMWATER FACILITY J aYY SINGLE-FAMILY � MULTI -FAMILY � COMMERCIAL CHURCH U SCHOOL AMY ' OPEN SPACE --� + GREEN SPACE AND PEDESTRIAN ° o CONNECTIVITY 1 PIERCE DITCH PEDESTRIAN PATHWAY �w I� U O Tc rIj W -� N T CHURCH ••••• ©000 COMMUNITY GATHERING PLACE ° o BONNIE LANE ° I ? d -- Allm DTE: CON r- r 5 E PLAN C:7 Lml T—v— STORMWATER MANAGEMENT STORMWATER ATTENUATION AND CLEAN WATER 1 @90S G SC NOTE. GN EPTUAL BE DETERMINED BY PLAN DESIGN PUBLIC SCHOOLS SPRhNGfifLO ------ -- -- ti 2 SCHOOL T EDUCATIONAL OPPORTUNITIES • • • • • • FOR NEIGHBORHOOD CHILDREN Lj ,r 111�. � u. ii it _�- �111►11,, j�� v J'r MULTI -FAMILY RESIDENTIAL J,. AFFORDABLE HOUSING OPTIONS GROCERY I ' 1 _ TV S REET I � SINGLE-FAMILY ® ©®• RESIDENTIAL NEAR SCHOOLS, 5HOPPING, AND EMPLOYMENT I � I MARCOLA ROAD COFFEE SHOF COMMERCIAL — -- / R CONVENIENT NEIGHBORHOOD SHOPPING AND EMPLOYMENT. OFFICE SPACE PROVIDES OPPORTUNITIES FOR _ BUSINESSES DEVELOPMENT - x,1!9 SCALE: 1'=150 FEET 1- 150 D 30 75 150 ORIGINAL PAF SIZE: 22' , 3P NOTE: POTENTIAL PLAN ELEMENTS AND DETAILS AS SHOWN ARE CONCEPTUAL AND SUBJECT TO CHANGE z /ll W Q W Q J aYY U � � H 0 U LU O W z r 0 ¢ U J tT: z z ¢ Q � r w � Lu W N92 j + 001 a Q z_ W a� in �o �Z Z Q g Q IJ r L ¢ NFby Z W iEC.2 ��2 W o z U) Q J aYY z w LU F U)Q z 0 w z z r Lu W ` / j + 001 a Q z_ a a� in JOB NUMBER: 7736 DATE: 11/03/2020 CEZNED BY: NNP DRAM Br.. NHP CHECKED BY: NAH 1. EX 3� \ J SIE: ER WELLHEAD ZONE 2 _ PIERCE DITC EX 60" CONC 16 Z' OUTFALL eg IE: 465.06 _� UNABLE TO T - - \ i-473- �N472--=-X $TMC I \ ` - RIM: 471.56 WELLHEAD ZONE 5 \\ �I 1 \ / I, I I-i-ODT.-4679s \ a� / � SER STA♦_ � � - _gUMP_4L&63'� RIM: 472.141 "IE I (10"NW) � 1103 IE'M:��66.29 (18"SW)y�! II ` \ IE OUT.16.26 (24"N) 20.00' PEDESTRIAN ACCESS AN UTILITY EASEMENT DOC. I I/ NO. 202D-51252 EX STM C I RIM: 470.97 IE IN: 467.77 (10'NW (STUB„}- IE OUT 467.75 (12' E) SUMP: \ 46.47 � � r �' � / '/� CAC j • / / I I / ADJUSTED TAX LOT 1803 / IXN TNG STREET (� �/� TAX MAP 17023000 �� "(� / EX STM C 20.00' SANITARY SEWER > EX SAN MH / /�. ovstt_ i / RIM: 470.87 EASEMENT PER , - RIM: 472.44 $ / IE IN: 468.12 (10 -SE) - -1 REC�.P.�IQ 61-5D�8 IE IN: 459.98 (8°S) \ ✓�. $ X SNIH IE IN: 456.78 (42'E) ,.412 �; Z �� RIM: 471.10 IE OUT. 467.97 (12"NW) - _ _ _ _ IE OUT: 456.77 (42°W) ��/ / i / ;,-• ` ¢.IN: 47.68 (12'SW) SUMP: 466.52 ------------ --- -- _--- EIN: 467.5612'NE) / / i 1 •/ IE IN: 467.55 (12°NW) l- - - - sa - - xrH- - - -42' CONC - -Mf =-'"x - -42, P Cx- 1 \•oma- y .:..� / - IE OUT: 466.89 (18"NE) 7 -NOTES: 1. VERTICAL DATUM: ELEVATIONS ARE BASED ON NGS BENCHMARK NO. OE1626, ALSO BEING LANE COUNTY BENCHMARK NO. 158 LOCATED IN SPRINGFIELD, AT THE JUNCTION OF MAIN STREET AND 33RD 14.00' PUBLIC SANITARY / / / // i. /� / 1 b3 STREET, 205.1 FT NORTH OF THE CENTERLINE OF THE WESTBOUND \ I SEWER EASEMENT - - - - - LANES OF MAIN STREET, 46.3 FT SOUTHWEST OF THE SOUTHWEST DOC. NO. 2020-51254 / / /� CORNER OF THE BURGES RESIDENCE AT 185 33RD STREET, 22.6 FT / -/ EX STM CI EAST OF THE CENTER OF 33RD STREET, 19.7 FT SOUTH OF THE / RIM: 471.54 CENTER OF A DRIVEWAY, AND 3.6 FT NORTH OF UTILITY POLE IE IN: 468.73 (10"SE)� PIERCE NUMBER 135, WITH AN ELEVATION OF 47&11 FEET (NAVD 88). IE OUT: 468.54 (10"NW) _ PARKWAY SUMP: 467.50 \ 2. HORIZONTAL DATUM: A LOCAL DATUM PLANE SCALED FROM OREGON STATE PLANE SOUTH 3602 NAD83(2011) EPOCH + 2010.0000. THE STATE PLANE COORDINATES WERE DERIVED FROM EX STM MH CONCRETE��- -� THE TRIMBLE VRS NOW NETWORK. RIM: 472.44 DRIVEWAY IE IN: 468.78 (10°NW(STUB)) 3. UTILITIES SHOWN ARE BASED ON UNDERGROUND UTILITY LOCATE / IE IN: 468.76 (10°SE) MARKINGS AS PROVIDED BY OTHERS, AND PROVIDED PER UTILITY / /i / 1 \\ gti�ff�z\ // f �• / j/ / "/ IE OUT: 468.65 (12"NE) LOCATE TICKET NUMBERS 20017795, 20017797 AND 20017799. THE MH / 30:0PUBLIC ACCESS AND \\ // \ RIM 5471.48 UTILITY EASEMENT DOC. NO./ / IE IN: 461.22 (8"S) \ 2020-51253 < IE OUT: 461.15 (8"N) co 10.00' PUBLIC UTILITY AND SIDEWALK ESMT DOC. NO. 93-60016 TREE TABLE TREE NUMBER TYPE DBH (IN.) 10315 DECIDUOUS 12 103387 DECIDUOUS 20 103388 DECIDUOUS 20 103591 DECIDUOUS 14 103592 DECIDUOUS 14 103594 CONIFEROUS 12 103606 CONIFEROUS 16 SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGRWND LOCATES REPRESENT THE ONLY UTILITIES IN THE AREA CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL EASTING CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. 4. THE TOPOGRAPHIC INFORMATION HEREON IS BASED ON AN EXISTING CONDITIONS PLAN PREPARED BY MULTI -TECH ENGINEERING DATED FEBRUARY 2019 AND MAPPED PER CAD FILES RECEIVED FROM SAID FIRM ON JANUARY 7, 2020. ADDITIONAL SUPPLEMENTAL TOPOGRAPHIC SURVEYING WAS PERFORMED BY AKS ENGINEERING & FORESTRY, LLC IN FEBRUARY 2020. 5. THIS IS NOT A BOUNDARY SURVEY TO BE RECORDED WITH THE COUNTY. BOUNDARIES MAY BE PRELIMINARY AND SHOULD BE CONFIRMED WITH THE STAMPING SURVEYOR PRIOR TO RELYING ON / FOR DETAILED DESIGN OR CONSTRUCTION. /Niv, I I / 6. CONTOUR INTERVAL IS 1 FOOT. X MH V. WELLHEAD ZONE 10 .......... ; / / / '/// 'RMS AN 469.84 7. TREES AS SHOWN ARE PER EXISTING CONDITIONS PLAN AND 1 I/ IE IN: 462.31 8"E ACCOMPANYING CAD FILES BY MULTI -TECH ENGINEERING DATED ADJUSTED/ IE IN: 462.28 (8"$) FEBRUARY 2019 AND REVIEWED ON JANUARY 17, 2020. TREE 1802 �' ' IE IN: 462.32 (8"W (STUB)) DIAMETERS WERE NOT CONFIRMED BY AKS ENGINEERING & FORESTRY. TREE INFORMATION IS SUBJECT TO CHANGE UPON I\ / TAX MAP 170230 / J n it / IE OUT: 46225 (8'N) ARBORIST INSPECTION. GRAVEL / AREA: 1.17 ACRE G DRIVEWAY i / ( `� �NII) \ 1 ( Y I' '' w EX SAN CO EX $ A IES II RIM: 474.19 ND: IE B 4 * RIM: 469. - XSTM Cl E IN: 46 N I6.36 (12" RIM: 469.45 \�? 1&0146.35(12"S) ) \ �✓ I l / SUMP: 465.32 I1 SUMP: 4 12-W) EX STM CI \ 1 EX STMT Cl AIR LEASE 2 DI T 470.96 IE IN: 466.65 (12"N) RIM: a 64 I NNW IE IN. 464.92 (18'E) p� IE IN: 465.87 (181) IE OUT. 465.84 (18'W) FEET 'i 8" CONCH ✓"'^' �_-- - -rte "=50 \ SUMP: 465.16 SCALE: 1 AL FENCE YNT WAT- r� -rar- - - -YAT- - -60- - 0 10 25 50 - X00--•I}�� i., ORIGINAL PAGE SIZE 22 34 1 I MET i9° E; ----- -- T469�_a__-- - - -..��„ V/ Z Z Z w12a JIL W V/ < V/ 01<2z H LU 0 Lu Zao� 0JQO Ua�o C'3�QW F 051 cf) 1= MUM LU 2cf) JOB NUMBER: 7736 DATE: 10/06/2021 DESIGNED BY: CC DRAVRJ BY: RR CHECKED BY: MAD 02 fn W W Q U � H U O CC U a a F a Q U U Z N O }O Z Z J N w iZ °C LL O In In Z {CK1 z o G ,n y�Zj Lu cc rA 253NFmQ = W Hrna� c7 rc W LL V/ Z Z Z w12a JIL W V/ < V/ 01<2z H LU 0 Lu Zao� 0JQO Ua�o C'3�QW F 051 cf) 1= MUM LU 2cf) JOB NUMBER: 7736 DATE: 10/06/2021 DESIGNED BY: CC DRAVRJ BY: RR CHECKED BY: MAD 02 c- I II I I II ISI UKAIMAK DIRECTION -=� - - � 7.___ ,_ SIILowEll 1 'll / El maw I �wwa®smmp � !�I 'r-� rel h� ���II'� ►=� r — � NN -SRN �� _ I � 1� i �� �o�a ��opa � II � ✓ �o�ac���pa I 4 2 1 - - J>ARCOLA LOAD / 7 J GRAVEL CONSTRUCTI— ENTERANCE (TYP):,,,-DISTURBED AREA 1 i INLET PROTECTION (TYP) PRELIMINARY / STAGING/STOCKPILE AREA / �//------------ // _ _ _ PIERCE —(j) DEMOLITION KEYED NOTES PARKWAY 1. PROTECT EXISTING UTIUTY 2. REMOVE EXISTING GRAVEL DRIVEWAY 3. PROTECT EXISTING SIDEWALK 4. PROTECT EXISTING WATER VALVE AND INSTALL VALVE COVER, MATCH FINISHED GRADE GRADING NOTES PROPOSED CUT: 311,500 CU.YD. PROPOSED FILL 327,500 CU.YD. LEGEND 11 EXISTING GROUND CONTOUR (1 M __469___ —"469" -- II II II ---470-- —470 -- I . -=� - - � 7.___ ,_ SIILowEll 1 'll / El maw I �wwa®smmp � !�I 'r-� rel h� ���II'� ►=� r — � NN -SRN �� _ I � 1� i �� �o�a ��opa � II � ✓ �o�ac���pa I 4 2 1 - - J>ARCOLA LOAD / 7 J GRAVEL CONSTRUCTI— ENTERANCE (TYP):,,,-DISTURBED AREA 1 i INLET PROTECTION (TYP) PRELIMINARY / STAGING/STOCKPILE AREA / �//------------ // _ _ _ PIERCE —(j) DEMOLITION KEYED NOTES PARKWAY 1. PROTECT EXISTING UTIUTY 2. REMOVE EXISTING GRAVEL DRIVEWAY 3. PROTECT EXISTING SIDEWALK 4. PROTECT EXISTING WATER VALVE AND INSTALL VALVE COVER, MATCH FINISHED GRADE GRADING NOTES PROPOSED CUT: 311,500 CU.YD. PROPOSED FILL 327,500 CU.YD. LEGEND 11 EXISTING GROUND CONTOUR (1 M __469___ —"469" -- EXISTING EXISTING GROUND CONTOUR (5 FT) ---470-- —470 -- FINISHED FINISHED GRADE CONTOUR (1 FT) —469 FINISHED GRADE CONTOUR (5 FT) 470 SEDIMENT FENCE (TO BE INSTALLED PRIOR TO GRADING) � DISTURBED AREA BOUNDARY -- -- INLET PROTECTION DRAINAGE FLOW DIRECTION a CONCRETE WASHOUT AREA w GRAVEL CONSTRUCTION ENTRANCE �a / N SCALE: 1"=50 FEET loom 50 0 10 25 50 ORIGINAL PAGE SIZE: 22' . 34' N W W Q U 1- ¢ r = 0 U J a J O 0= H 0 w Lu 0 Z p F— Z cn Z W wa z F- Lu a pC �. o as adz cc 0 w c0� U a0m —i J Q O m awo oa�j Lu a �Ja z 0 0 Z Lu aaa a 2U) JOB NUMBER: 7736 DATE: 10/08/2021 DESIGNED BY: LTP DRANK BY: AC CHECKED BY: LTP 03 O W r � U a a w �a Qa U U Z N >o Z Z Z J r . w a ¢Z y e (A Q t•J6� O J ZOO U � U =a ywjS O,i')yZj S LU CC W U3 a z w rnar 33 CDR W LL �2 F_ J a J O 0= H 0 w Lu 0 Z p F— Z cn Z W wa z F- Lu a pC �. o as adz cc 0 w c0� U a0m —i J Q O m awo oa�j Lu a �Ja z 0 0 Z Lu aaa a 2U) JOB NUMBER: 7736 DATE: 10/08/2021 DESIGNED BY: LTP DRANK BY: AC CHECKED BY: LTP 03 9 I ,, I— I— I' ZBLDG5 LDG lJ I / TYPE s w LD TYPE 7 P 'I LDG 8 44 a HI O 4 P 8 IVT:_w BLDG 2 TYPE 1 20 ruflpuaiff �O 7C,�GG3GOAg' �y(o00 �oBogA6 17 MARCOLA ROAD 3 141 AREA 2 O- � I i .. 1 n6�� TYPE 2 \C6 (�7 \ : LOG 14 TYPE 2 ® AREA 2 SITE SUMMARY SITE PLAN KEYED NOTES / 1. NEW AC PAVEMENT (TYP) oo 13 Vu a / BLDG 13 / E / TOTAL AREA 73,120 SF — COMMON OPEN SPACE 11,460 SF (t167.) PRIVATE OPEN SPACE 1,350 SF (t27.) \ TOTAL PERVIOUS AREA 30,410 SF (±42%) \ TOTAL IMPERVIOUS AREA 42,710 SF (t587.) — '' PARKING &DRIVEWAY 20,510 SF -�• SIDEWALK 7,110 SF \ PIERCE BUILDING COVERAGE 15,100 SF (t21 OF TOTAL SITE) / . PARKWAY APARTMENT UNITS 30 TYPE (A) 2 BED/2 BATH (952 SF) 6 TYPE (C) 1 BED/1 BATH (728 SF) '/AREA 1 SITE SUMMARY / 42 TYPES (D) 3 BED/2 BATH (1204 SF) TOTAL 4 y TOTAL AREA 424,730 SF PARKING STALLS REQUIRED 42 (1 PER DWELLING UNIT) ��EY % y�� / COMMON OPEN SPACE 77,930 SF (t1876) PARKING STALLS PROVIDED PRIVATE OPEN SPACE 8,730 SF (t2%) 44 STANDARD 10 COMPACT ' TOTAL PERVIOUS AREA 147,610 SF (t35%) 3 ADA ACCESSIBLE 8 GARAGES 66 TOTAL PARKING & DRIVEWAY S AREA 277,130 s0 SF (t65%) BICYCLE PARKING REQUIRED 42 (1 PER DWELLING UNIT) 40,150 SF BUIILDING COVERAGE 84,970 SF (t20% OF TOTAL SITE) BICYCLE PARKING STALLS PROVIDED 8 STALLS WITHIN COVERED STAIRWELLS APARTMENT UNITS 6 BICYCLE PARKING WITHIN UNITS 28 99 TYPE (A) 2 BED/2 BATH (952 SF) STALL42 TOTALS WITHIN BICYCLE RACKS 51 TYPE (B) STUDIO UNIT (549 SF) 72 TYPE (C) 1 BED/1 BATH (728 SF) SITE 24 TYPE (D) 3 BED/2 BATH (1204 SF) 1 TRASH/ RECYCLE 24 TYPE (E) 2 BED/2 BATH (1162 SF) 1 RECREATIONAL AREA ! 270 TOTAL 1 US MAIL BOX AREA I i i PARKING STALLS REQUIRED 270 (1 PER DWELLING UNIT) i I PARKING STALLS PROVIDED 381 STANDARD II I 28 COMPACT 8 ADA ACCESSIBLE 4 i 18 GARAGES 435 TOTAL BICYCLE PARKING REQUIRED 270 (1 PER DWELLING UNIT) cc BICYCLE PARKING PROVIDED 46 STALLS TWTHIN COVERED STAIRWELLS 44 BICYCLE PARKING WITHIN UNITS 184 STALLS WITHIN BICYCLE RACKS 274 TOTAL SITE Q _ 1 RECREATION BUILDING/MANAGER'S OFFICE 1 TRASH COMPACTOR/ RECYCLE 3 RECREATIONAL AREA 1 SWIMMING POOL (16'X42') & HOT TUB 1 US MAIL BOX AREA (COVERED) Dyl THE NEAREST TRANSIT FACILITY IS ALONG MARCOLA ROAD, WEST OF 28TH STREET. AS THE NEIGHBORHOOD DEVELOPS, NEW OR RELOCATED TRANSIT STOPS MAY BE PROVIDED IN THE AREA. LEGEND PUE PUBLIC UTILITY EASEMENT ROW RIGHT-OF-WAY 2. NEW STANDARD VERTICAL CURB (TYP) 3. NEW CONCRETE SIDEWALK (TYP) 4. PRECAST CONCRETE WHEEL STOP (TYP) 5. ADA PARKING STALL (TYP) 6. COVERED STAIRWELL (TYP) 7. PATIO (TYP) 8. POOL AND HOT TUB 9. COVERED MAIL BOXES 10. MAIL BOXES 11. TRASH AND RECYCLING AREA 12. TRASH COMPACTOR AND RECYCLING AREA 13. RECREATIONAL AREA 14. GARAGE 15. LOADING AREA DELINEATED BY PAVEMENT STRIPING (TYP) 16. COMPACT PARKING STALL (TYP) 17. BIKE RACK (TYP) 18. DRIVEWAY APRON (TYP) 19. STORMWATER INFILTRATION PLANTER (TYP) 20. WOODEN PRIVACY FENCE (TYP) N SCALE: 1"=50 FEET 50 0 10 25 50 F— W 2 a Za Ja M Lu Lu C.) J Qa Z_ J O Wa a a W U) �Z 0 OW a0 Lu j W O 0 u Z as U) JOB NUMBER: 7736 DATE: 10/08/2021 DESIGNED BY: LTP DRAM BY: AC CHECKED BY: LTP 04 O W ¢ en cc U F— W 2 a Za Ja M Lu Lu C.) J Qa Z_ J O Wa a a W U) �Z 0 OW a0 Lu j W O 0 u Z as U) JOB NUMBER: 7736 DATE: 10/08/2021 DESIGNED BY: LTP DRAM BY: AC CHECKED BY: LTP 04 O r ¢ U Q Q a Q Q U U Z O yo (� Z ZO Z J �N �J Z Z .Q a z�rn (r c5 Z 3zy W F �Ng a z W ari33 z ¢ ]vYCirn W LL F— W 2 a Za Ja M Lu Lu C.) J Qa Z_ J O Wa a a W U) �Z 0 OW a0 Lu j W O 0 u Z as U) JOB NUMBER: 7736 DATE: 10/08/2021 DESIGNED BY: LTP DRAM BY: AC CHECKED BY: LTP 04 z a J a 0 z Z U) Lu wF-w o�cf) a Walz Q LU 0 w O m LU pJQO Lu zoJLL oz LU a o� a�can JOB NUMBER: 7736 DATE: 10/08/2021 DESIGNED BY: UP DRANK BY: AC CHECKED BY: LTP 05 O W ¢ cm cc U z a J a 0 z Z U) Lu wF-w o�cf) a Walz Q LU 0 w O m LU pJQO Lu zoJLL oz LU a o� a�can JOB NUMBER: 7736 DATE: 10/08/2021 DESIGNED BY: UP DRANK BY: AC CHECKED BY: LTP 05 O r ¢ U Q Q a Q Q U U Z y yo Z z Z Z J N > az Z Q a ZOO U U ZLu �yy7� �yS Oifl yZj ¢ ¢ ZZZZ3 zvl Lu �NFina Z W 3� rn a ri G7 ¢ ]vYCi Pp- W LL z a J a 0 z Z U) Lu wF-w o�cf) a Walz Q LU 0 w O m LU pJQO Lu zoJLL oz LU a o� a�can JOB NUMBER: 7736 DATE: 10/08/2021 DESIGNED BY: UP DRANK BY: AC CHECKED BY: LTP 05 I ISI � I I I I I I I I ISI I I I I I 1 I' I I I I II f +f pf p0 sills sIII41 F FF I r � lilt �� ja MIS 0011 WAOMMM r117�I Eli r � moo+ 1•,� r <- lJ ■fl ■ �� � �� �� ��4! In /._ �� ► + wr.'SMI® DCDA A' WASTEWATER LATERAL (TYP) / / -: i - ,ice \\C/\• r N ;FIRE HYDRANT ——aw----— ------------- sr — — — — W- - — — — — — — — — — — — — — EXISTING FIRE HYDRANT 14,DO' PUBLIC SANITARY _ PIERCE _ SEWER EASEMENT PARKWAY DOC. N0. 2020-51254 WERFLOW] EXISTING FIRE HYDRANT �- y I I and foot traffic in Proposed infiltration areas prior to, during, impervious area, otherwise 4" min. Piping material, slopes aw J J J J J J J J J J J > i J 4' J NOTES: # of plantings per 100sf of facility area: a. Infiltration planters must be 10' from foundations a.100 Ground Covers, OR / ,/ b. 80 Ground Covers and 4 Small Shrubs, OR / c. 60 Ground Covers and 12 Small Shrubs 1. STORMWATER FROM ROOF OF BUILDINGS TO BE COLLECTED AND CONVEYED TO UNDERGROUND . I 10. Planter walls: 4.Overflow: a. Material shall be stone, brick, concrete, wood, or a. Overflows are required to an approved discharge other durable material (no chemically treated woatl). point when using the Simplified Method b. Walls shall be included on building plans here b. Overflows are not required when sized to fully incorporated into foundations or other permitted infiltrate the flood control event using the •, Presumptive Method. / INFILTRATION CHAMBERS. 11. Install washed pea gravel or river rock to transition from inlet the top of the planter walls. or splash pad to g Z !n O (� Z yo Z J f f / / , ry/ .- / 2. STORMWATER FROM IMPERVIOUS AREAS TO BE / • -� DIRECTED TO INFILTRATION PLANTERS. I r •I I ' I �' I goviff 00V19 II II III I I I EXISTING FIRE �# HYDRANT ----------------------------------- II1N __— — — _ _ war r — Y'.CT— �_ -VAT W Co. — _ _ _ —VAT — COY —COM— .. r•.. — �. ._:::-.. ..._....,� __ --- _ —^Ar— — — MARC' OLAROAD _ _ _—_—`Y-- L _ o —ter —Or — —-- I '� MARCtiL,eE ROAf� — — — axw • - ..:. t ... -_;., — I — — EXISTING FIRE HYDRANT �- y WASTEWATER ._. MAINLINE (TYP) and foot traffic in Proposed infiltration areas prior to, during, impervious area, otherwise 4" min. Piping material, slopes aw J J J J J J J J J J J J J J J 3. Setbacks: # of plantings per 100sf of facility area: a. Infiltration planters must be 10' from foundations a.100 Ground Covers, OR STORMWATER INFILTRATION b. 80 Ground Covers and 4 Small Shrubs, OR PLANTER (TYP) ro rn�fn� n'(n� rnInn 1 � II C 0 SCALE: 1"=50 FEET 50 0 10 25 50 LEGEND FILE PUBLIC UTILITY EASEMENT ROW RIGHT-OF-WAY TFPei 2- \,I T OVERFLOW DOWNSPOUT OR OTHER ELEVATION o f CONVEYANCE SYSTEM 12• GRAVEL OR SPUSH BLOCK MINSRiUCNRPI WAl1S q I1=1' OVERFLOW TO APPROVED � SUB—GRADE OR DISCHARGE POINT IXb11NG SOIL cc 1– > 1. Provide protection from all vehicle traffic, equipment staging, 5. Piping: Minimum 3" pipe required for up to 1,500 sq it of and foot traffic in Proposed infiltration areas prior to, during, impervious area, otherwise 4" min. Piping material, slopes and after construction. and installation shall follow the Uniform Plumbing Cade. 2. Dimensions: 6. Growing medium: a. Width of planter 24' minimum. a.12' minimum b. Depth of planter. 6" minimum from top of growing b. Import topsoil or amended native topsoil medium [o overflow elevation. � c. Slope of planter. 0.5% or less. 9. Vegetation: Follow landscape plans otherwise refer to plant O list in SWMM Appendix F. Minimum container size is 1 gallon. 3. Setbacks: # of plantings per 100sf of facility area: a. Infiltration planters must be 10' from foundations a.100 Ground Covers, OR and 5' from property lines. b. 80 Ground Covers and 4 Small Shrubs, OR b. Filtration planters do not require a setback with an c. 60 Ground Covers and 12 Small Shrubs approved waterproof liner. 10. Planter walls: 4.Overflow: a. Material shall be stone, brick, concrete, wood, or a. Overflows are required to an approved discharge other durable material (no chemically treated woatl). point when using the Simplified Method b. Walls shall be included on building plans here b. Overflows are not required when sized to fully incorporated into foundations or other permitted infiltrate the flood control event using the structures - Presumptive Method. Q c. Minimum 2" freeboard from overflow elevation to 11. Install washed pea gravel or river rock to transition from inlet the top of the planter walls. or splash pad to g CITY OF INFILTRATION PLANTER scn�E .,�xrs EUGENE, OREGON oaAwN er swG DEPARTMENT OF PUBLIC WORKS TYPICAL DETAILS ENGINEERING DIVISION Z Q O J ZOO. U Z a rr U W ¢ 3 z 'O rn W � �Ng,M`na = w ]vYCrrn ari33 G7 ¢ W LL Q a W U)LU d G Z U) O O W Q 0 W J(LL O v Z_ 5Qa JOB NUMBER: 7736 DAZE: 10/08/2021 DESIGNED BY: LTP DRAM BY. AC CHECKED BY: LTP 06 w ¢ � w O r ¢ U Q Q W Q Q U U Z !n O (� Z yo Z J �N Q a W U)LU d G Z U) O O W Q 0 W J(LL O v Z_ 5Qa JOB NUMBER: 7736 DAZE: 10/08/2021 DESIGNED BY: LTP DRAM BY. AC CHECKED BY: LTP 06 1 1`I F j 0o00 08V KID ou _ _ _ _ _ _ _ _ - — MARCOLA ROAD PROPOSED - , STREET LIGHT EXISTING STREET LIGHT DOSTING STREET LIGHT / — — — — — / — — — — — — — — — — — — — — — — — PIERCE \, PARKWAY N SCALE: 1"=50 FEET 50 0 10 25 50 LUMINAIRE AND POLE SCHEDULE LABEL I t lipli Gn TOTAL LUMENS 0o00 08V KID ou _ _ _ _ _ _ _ _ - — MARCOLA ROAD PROPOSED - , STREET LIGHT EXISTING STREET LIGHT DOSTING STREET LIGHT / — — — — — / — — — — — — — — — — — — — — — — — PIERCE \, PARKWAY N SCALE: 1"=50 FEET 50 0 10 25 50 LUMINAIRE AND POLE SCHEDULE LABEL TAG DESCRIPTION MOUNTING HEIGHT QTY TOTAL LUMENS 1 -UM. WATTS LLF LP -1 NEW US ARCHITECTURAL LIGHTING VALULUME LED (VLL-LED-PLED-III-W-40LED-35OmA-WW-I-RAL-8019-T) 14 18 5.935 45 0.9 VALULU_ME SERIES_- PLED', POLE DRILLING TEMPLATE WIREWAY (I® ,V .AM' CIA. Dorm) (3)HOLES WALL MOUNT NOmm. ve ) EXTRUDED ALUMINUM ARMAND CAST ALUMINUM WALL BRACKET ASSEMBLY PROVIDED WITH BUILT IN GASKETS) WIRE ACCESS FOR FIXTUREINPPLY WIRE CONNECTION. WALL PLATE T T 7. SQ, W (I5 .55' IRE' DIA. ilm . (4) HOLES PLED"' MODULES SRUM 92 150175 BIG 529mA 136 BO LED Array VLLPLED 1114 400 10501 256 450 E. P.A.=0.77 ¢ NOS [I MITINONINTEGRATED ❑OW (5000K) ❑2180,.....N ...� . ❑TYPE II FROM ROW Available in: SENSOR.....,...... HUEN 7.•.7 012 7.•.: 80&40 LED Array [I INTERNAL U ❑ TYPE II MEDIAN y '"••'•"' HOUSE SIDE SHIELD... HSPLED yo ILLUMINATOR Z Z J 40 LED Array Drive em HID No.of LEDs Current b Equivalent 350mA 45 70-100 40 51 OR 100-150 a 700UnA 91 175 C1iou'�W 1U50'nA 142 200-250 SRUM 92 150175 BIG 529mA 136 200-250 700rnA 1114 400 10501 256 450 IuCA]:]S� II 1 F I"OURI19LPli I�yI91Ny;T�l�i]�ILi]9E �I VU LED ❑TYPE 11 OBOLEO ❑l5 A ONW4NOL]' XI..,......... W El BLACK O HIGH -LOW DIMMING FOR cc PIED -11 .....,Im •n U RA69004T HNOWNEDSWTICHINGOR ¢ NOS [I MITINONINTEGRATED ❑OW (5000K) ❑2180,.....N MOTION ❑TYPE II FROM ROW Q SENSOR.....,...... HUEN FLEMUM.....dill ❑S25mA �1 WW(3000K) CAI RA AOOyT [I INTERNAL U ❑ TYPE II MEDIAN y ■ ❑ 240,........-7 HOUSE SIDE SHIELD... HSPLED yo ILLUMINATOR Z Z J N PLEMIHNIL.^rvruuc� oz Elly ❑ PHOTO CELL. VOLTAGE 11 1120...... 1RALlow (EKAA4nE:PC120V).. FRI C ❑ I MED. a ME C, Lfrr c5 Z C1iou'�W UEYPE PD ® IE:IM. .. ¢ 3 z ° l W 11 TWO LOCK SNF as = VOLTAGE ■■ 0390 DARK RECEPTACLE ONLY... TPR 6E2F1(�]� �TYPEIII II WIDE ® LL " " " W BRONZE PIE6111 W.. Dim RALdO1RT 11 J4HIT N TWLOCK RECEPTACLE ONLY._ TPRJ ❑1VFE IV ® 02011 0 440......, 0 SINGLE FILE PIEMIV ..... 0 GREEN [IZw, 27N, 347V).. SF �p RALE T ❑ EIV yC240 ❑ UNIVERADAPTOR Iff ❑ DOUBL(2081 FU PIEPN4T.. ❑xn PDAnOR..... UPA r�sNDaTM.x 2 (ZOBV, 240V, EBpV)..OF ❑ TYPE VNARROW PLEU.VsEN4... ® 03O WALL MOUNT mmsumx s' (FARWERI 11 BLUETOO111 PROGRAMMABLE PHOTO/MOTION SENSOR ❑ 1YPEVMED. ENO O WM... ...... PFKA R+ NaIIDNmnm: Pxoro7sNl PIE6V8QM O '�sEEusNla MU311 eDonxxax m ................... ❑TYPE: V WIDE PIED.V4IGSIN . O rM;),� rm,,P, U.S. ARCHITECTURAL U.S. Architectural Lighting :M® () F— Q wa Q F- W J ~ aaQ z z F_ Lu ULu O .J JQO >- awo �a2J j LU Z O J LL O Z LU Q Q OC U) JOB NUMBER: 7736 DATE: 10/08/2021 DESIGNED BY: LTP DRAWN BY: AC CHECKED BY: LTP 0■7 W ¢ en cc U () F— Q wa Q F- W J ~ aaQ z z F_ Lu ULu O .J JQO >- awo �a2J j LU Z O J LL O Z LU Q Q OC U) JOB NUMBER: 7736 DATE: 10/08/2021 DESIGNED BY: LTP DRAWN BY: AC CHECKED BY: LTP 0■7 O r ¢ U Q Q a Q Q U U Z y yo (� Z Z Z J N > oz C a ME C, Lfrr c5 Z C1iou'�W W ¢ 3 z ° l W SNF as = W 3� F]ynCrn art 0 ¢ 6E2F1(�]� W LL () F— Q wa Q F- W J ~ aaQ z z F_ Lu ULu O .J JQO >- awo �a2J j LU Z O J LL O Z LU Q Q OC U) JOB NUMBER: 7736 DATE: 10/08/2021 DESIGNED BY: LTP DRAWN BY: AC CHECKED BY: LTP 0■7 4 I D R1 \ / J \ �\. Ns��\pyo 'G---------------- / �-/-------- 40' PUMPER FIRE TRUCK OVERALL LENGTH OVERALL WIDTH OVERALL BODY HEIGHT MIN BODY GROUND CLEARANCE TRACK WIDTH LOCK -TO -LOCK TIME MAX WHEEL ANGLE 40.00 FT N 8.167 FT 7.745 FT 0.656 FT 8.167 FG 5.00 SEC 45' SCALE: 1"=50 FEET 50 0 10 25 50 ORIGINAL PAGE SIZE: ZY x 31' a m H W W O O~ Z z a J zwa �F-w Y 1=� a �a2z � w�c°5 Lu (� w O cc j< �awo ?Jp�LL o(z5 LU a cl) JOB NUMBER: 7736 GATE: 10/08/2021 DESIGNED BY: Up DRAM BY: AC CHECKED BY: Up 08 N w w ¢ U ¢ r 0 U U W r ¢ U Q Q a Q Q Z y 0 z Z Z J IN W Q 6 O J a z ZOO U O Z ��7 S Oih yZj W ¢ Za3Z�N W r 253 Z W `1d 3 Z ¢ 0 crn�l�o3 W LL a m H W W O O~ Z z a J zwa �F-w Y 1=� a �a2z � w�c°5 Lu (� w O cc j< �awo ?Jp�LL o(z5 LU a cl) JOB NUMBER: 7736 GATE: 10/08/2021 DESIGNED BY: Up DRAM BY: AC CHECKED BY: Up 08 vyvvog ooww5 004 ,ice/ I v'///. "1 1:11/ , L U l l l l l l b i r. 0 8 0 0 0 0 0n 0I0I*I*'0 0 0 0 vMV0512 004E MARCOLA ROAD - _ ----- I - 4 i — — — — — — — — — — — — — — -- ------------ PIERCE - PIERCE PARKWAY 35' REAR -LOAD GARBAGE TRUCK OVERALL LENGTH OVERALL WIDTH OVERALL BODY HEIGHT MIN BODY GROUND CLEARANCE TRACK WIDTH LOCK -TO -LOCK TIME CURB TO CURB TURNING RADIUS 35.00 FT 8.375 FT 10.546 FT 1.00 FT 8.375 FG 6.00 SEC 29.30 FT SCALE: 1"=50 FEET 50 0 10 25 50 ORIGINAL PAGE SIZE: 2Y v W N W W Q U ¢ r � U UJIO W r Q U Q Q a Q Q Z y yo Z z Z 2 J N > oz Z LLp j Z a ZOO^ U Z a ��7 O SOihW W Q Za3ZON W r �NF�Y Z W �3�a yHz 0 Z O a a H W 2 \w Z z H Z H LZJ a H w a Lua�z mw�c°� Lu aao� (� j < (L Lu CCa2J ?Jp�LL O Z LU CC a U) JOB NUMBER: 7736 DATE: 10/08/2021 DESIGNED BY: Up DRAM BY: AC CHECKED BY: Up 09 :1"IM :qN III r® a oi" ,. ©" Off` •► s } ._ —•_.. , „ ; ..,. KINNI �i - _ ------ _ KINNICK (TVP) \ : ' EXISTING STREET r /"� W TREE TO REMAIN, PRELIMINARY PLANT SCHEDULE — _� ` c%• ' _/ COMMON HACKBERRY (TVP) � \ � .. ,. — :, — NOT SURVEYED(TVP) . - / 'W. TEES (la BOTANICAL NAME COMMON NAME U'AN (TYP)�COMPACTOREGON — — — — - '•I •d � _I ---- / �W W GRAPE (TYP) 0 85 CHAMAECYPARIS OBTUSA'GRACILIS' SLENDER HINDI FALSE CYPRESS W I DWARF "I FOTHERGILLA_ W j"✓ .`;'� W WW W BURFIX2D T3 STYRAX JAPONICUS JAPANESE SNOWBELL _ (TYP) I iri ' % HOLLY (TYP) 9q Fq \ W I I I .. / / /r a, W.W u•-._, �°9` STREET TREES QTY BOTANICAL NAME COMMON NAME LANDSCAPE BOULDER (TYP)�� 13 ACER RUBRUM 'BOWHALL' BOWHALL RED MAPLE 11 CARPINUS BETULUS'FASTGIATA' PYRAMIDAL EUROPEAN HORNBEAM � 'WIW i . W+" 'r WW%W • ' / 64 CELTS OCCIDENTALIS COMMON HACKBERRY PEEGEE 18 CERCIDIPHYLLUM JAPONICUM KATSURA TREE HAMELN FOUNTAIN HYDRANGEA (TYP) < 1 GRASS O DWARF MUGO / • / 28 OSTRYA NRGINIANA AMERICAN HOPHORNBEAM ♦ / PINE (TYP) PRELIMINARY LANDSCAPE NOTES SHRUBS m BOTANICAL NAME COMMON NAME 1. ALL TREES TO CONFORM TO SPRINGFIELD DESIGN STANDARDS AND TO THE AMERICAN NURSERY ' I I i•/ / STANDARDS ANSI Z60.1 (CURRENT EDITION). ALL TREES ON SITE SHALL MEET THE AMERICAN ' 158 CALLUNA VULGARIS 'DARK BEAUTY DARK BEAUTY HEATHER co ASSOCIATION OF NURSERYMEN (AAN) STANDARDS FOR NURSERY STOCK (ANSI Z60.2). TREES SHALL BE HEALTHY NURSERY GROWN STOCK AND BE AT LEAST 10' HIGH WITH a / WELL FORMED, SYMMETRICAL /W �� / 0 21 DAPHNE ODORA WINTER DAPHNE ' o e a o o ° 0 0 0 0 0 0 / BRANCHING STRUCTURE ALL TREES SHALL HAVE A SINGLE STRAIGHT TRUNK, A WELL-DEVELOPED°. —., ry / LEADER WITH TOPS AND ROOTS CHARACTERISTIC OF THE SPECIES OULTIVAR OR VARIETY, AND BE FREE OF INSECTS, DISEASES, MECHANICAL INJURY, AND OTHER OBJECTIONABLE FEATURES WHEN PLANTED. 0 333 FOTHERGILLA GARDENII DWARF FOTHERGILLA PLANT IN ACCORDANCE WITH INDUSTRY STANDARDS ADOPTED BY THE OREGON LANDSCAPE CONTRACTORS W < . BOARD (01 / 2. ALL PLANTER STRIPS SHALL HAVE VEGETATIVE GROUNDCOVER. CONTRACTOR IS RESPONSIBLE FOR ® 256 HYDRANGEA PANICULATA 'PEEGEE' PEEGEE HYDRANGEA APPLE BLOSSOM INDIANS INSTALLING GROUNDCOVER AND STREET TREES HAWTHORN (TVP) 1j ' 3. PLANT SPECIES SIZES, LOCATIONSN1111ES, QUAETC. MAY BE SUBSTITUTED OR REVISED PRIOR TO FINAL m 114 ILEX GORNUTA 'BURFORDII' BURFORD HOLLY �O�V �O�y INSTALLATION DUE TO SITE CONDITIONS, AVAILABILITY, ETC. WHERE ALLOWED BY SPRINGFIELD DESIGN STANDARDS. FIELD DR� T PLANTINGS ON SITE AS NECESSARY TO AVOID CONFLICTS NTH UTILITIES YS,p 259 MAHONIA AQUIFOLUM 'COMPACTA' COMPACT OREGON GRAPE METERS, LIG,I i I 4. MULCH: APPLY 3" DEEP WELL -AGED MEDIUM GRIND OR SHREDDED DARK HEMLOCK OR FIR BARK MULCH UNDER AND AROUND ALL PLANTINGS CME SHALL BE TAKEN TO AVOID COVERING FOLIAGE OR ROOT 521 PENNISETUM ALOPECUROIDES 'HAMELN' HAMELN FOUNTAIN GRASS CROWNS OF PLANTS. PLANTS SHALL BE SET ABOVE SOIL LEVEL SO THAT THE CROWN OF THE ROOTBALL IS FLUSH WITH THE FINISH GRADE OF MULCH APPLICATION. o 5. IRRIGATION: ALL LANDSCAPING SHALL BE AUTOMATICALLY IRRIGATED BY AN UNDERGROUND SYSTEM TO 9 PINUS MUGO MUGO DWARF MUGO PINE J ENSURE PLANT SURVIVAL DURING PLANT ESTABLISHMENT (A MINIMUM OF TWO YEARS). IRRIGATION SHALL BE 'DESIGN -BUILD' BY THE LANDSCAPE CONTRACTOR, INSTALLING ALL WORK NECESSARY FOR THE ® 223 RHAPHIOLEPIS X 'APPLE BLOSSOM' APPLE BLOSSOM INDIAN HAWTHORN \► COMPLETE INSTALLATION OF THE IRRIGATION SYSTEM PER CITY OF SPRINGFIELD STANDARDS. —_ --- -----"----------------------------= ° 6. EXISTING STREET TREES ALONG 28TH STREET ME CONCEPTUAL, AND NOT SURVEYED. 0 100 THUJA OCCIDENTALIS 'SMARAGD' EMERALD GREEN ARBORVITAE GROUND COVERS QTY DESCRIPTION MARCOLA ROAD N AREA 1 SITE DEVELOPMENT AREA 2 SITE DEVELOPMENT INFORMATION INFORMATION 1,113 ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK " LOT COVERAGE: LOT COVERAGE: TOTAL AREA: ± 424,730 SF TOTAL AREA: ±73,120 SF — — STRUCTURES: ± 84,970 SF (320%) STRUCTURES: ±15,100 SF (±21%) ±106,922 SF LAWN - SEED OR SOD PARKING MEAS: ± 152,490 SF (±36%) PARKING MEAS 320,510 SF (±28%) PARKING SPACES 435 SPACES PARKING SPACES: 66 SPACES STORMW II QTY BOTANICAL NAME COMMON NAME SCALE: 1"=50 FEET RECREATION AREAS: ± 28,450 SF (±7%) RECREATION AREAS: 32.520 SF (33X) PLANTERS LANDSCAPING: ± 147,610 SF (±35%) LANDSCAPING: ±30,410 SF (142%) 50 0 10 95 50 SIDEWALK: ± 40,150 SF (±94 SIDEWALK: ±7,110 SF (±10% 3 9,716 SF 50% CARER OBNUPTA SLOUGH SEDGE 50% JUNCUS PATENS SPREADING RUSH SIZE/CONTAINER SPACING 54 HL B&B AS SHOWN 2" CAL B&B AS SHOWN >`J�/.i/1/,`.,`'.�/`/1/""", SPACING 2" CAL B&B 30' O.C. OR AS SHOWN 2" CAL B&B AS SHOWN 2" CAL B&B AS SHOWN 2" CAL B&B AS SHOWN e CAL B&B AS SHOWN SIZE/CONTAINER 'W"�rl■ 1 GAL CONT. 24" D.C. 2 GAL CONT. •1-- ... ''Y W 36" o.c 5 GAL CONT. ... e. 0.,: 'as 60" D.C. 5 GAL CONT. 48" o.c. 1 GAL CONT. 24" o.c. 5 GAL CONT. 48" o.c. 5 GAL CONT. 48" o.c. 4'-5' HL B&B 36" o.c. SIZE/CONTAINER SPACING 1 GAL CONT. 30" o.c. SEED SIZE/CONTAINER SPACING 1 GAL CONT. 100 PERIOD SF 1 GAL CONT. 100 PER 100 SF P m Z zCC Ja (r c5 ¢ CC C7zou w 'L53 W 3 Z 33 ccLL �yeas W � �\Ifnll'�IIU�>�'�, o f °� o•:.� res .::p `'A� eo o :1"IM :qN III r® a oi" ,. ©" Off` •► s } ._ —•_.. , „ ; ..,. KINNI �i - _ ------ _ KINNICK (TVP) \ : ' EXISTING STREET r /"� W TREE TO REMAIN, PRELIMINARY PLANT SCHEDULE — _� ` c%• ' _/ COMMON HACKBERRY (TVP) � \ � .. ,. — :, — NOT SURVEYED(TVP) . - / 'W. TEES (la BOTANICAL NAME COMMON NAME U'AN (TYP)�COMPACTOREGON — — — — - '•I •d � _I ---- / �W W GRAPE (TYP) 0 85 CHAMAECYPARIS OBTUSA'GRACILIS' SLENDER HINDI FALSE CYPRESS W I DWARF "I FOTHERGILLA_ W j"✓ .`;'� W WW W BURFIX2D T3 STYRAX JAPONICUS JAPANESE SNOWBELL _ (TYP) I iri ' % HOLLY (TYP) 9q Fq \ W I I I .. / / /r a, W.W u•-._, �°9` STREET TREES QTY BOTANICAL NAME COMMON NAME LANDSCAPE BOULDER (TYP)�� 13 ACER RUBRUM 'BOWHALL' BOWHALL RED MAPLE 11 CARPINUS BETULUS'FASTGIATA' PYRAMIDAL EUROPEAN HORNBEAM � 'WIW i . W+" 'r WW%W • ' / 64 CELTS OCCIDENTALIS COMMON HACKBERRY PEEGEE 18 CERCIDIPHYLLUM JAPONICUM KATSURA TREE HAMELN FOUNTAIN HYDRANGEA (TYP) < 1 GRASS O DWARF MUGO / • / 28 OSTRYA NRGINIANA AMERICAN HOPHORNBEAM ♦ / PINE (TYP) PRELIMINARY LANDSCAPE NOTES SHRUBS m BOTANICAL NAME COMMON NAME 1. ALL TREES TO CONFORM TO SPRINGFIELD DESIGN STANDARDS AND TO THE AMERICAN NURSERY ' I I i•/ / STANDARDS ANSI Z60.1 (CURRENT EDITION). ALL TREES ON SITE SHALL MEET THE AMERICAN ' 158 CALLUNA VULGARIS 'DARK BEAUTY DARK BEAUTY HEATHER co ASSOCIATION OF NURSERYMEN (AAN) STANDARDS FOR NURSERY STOCK (ANSI Z60.2). TREES SHALL BE HEALTHY NURSERY GROWN STOCK AND BE AT LEAST 10' HIGH WITH a / WELL FORMED, SYMMETRICAL /W �� / 0 21 DAPHNE ODORA WINTER DAPHNE ' o e a o o ° 0 0 0 0 0 0 / BRANCHING STRUCTURE ALL TREES SHALL HAVE A SINGLE STRAIGHT TRUNK, A WELL-DEVELOPED°. —., ry / LEADER WITH TOPS AND ROOTS CHARACTERISTIC OF THE SPECIES OULTIVAR OR VARIETY, AND BE FREE OF INSECTS, DISEASES, MECHANICAL INJURY, AND OTHER OBJECTIONABLE FEATURES WHEN PLANTED. 0 333 FOTHERGILLA GARDENII DWARF FOTHERGILLA PLANT IN ACCORDANCE WITH INDUSTRY STANDARDS ADOPTED BY THE OREGON LANDSCAPE CONTRACTORS W < . BOARD (01 / 2. ALL PLANTER STRIPS SHALL HAVE VEGETATIVE GROUNDCOVER. CONTRACTOR IS RESPONSIBLE FOR ® 256 HYDRANGEA PANICULATA 'PEEGEE' PEEGEE HYDRANGEA APPLE BLOSSOM INDIANS INSTALLING GROUNDCOVER AND STREET TREES HAWTHORN (TVP) 1j ' 3. PLANT SPECIES SIZES, LOCATIONSN1111ES, QUAETC. MAY BE SUBSTITUTED OR REVISED PRIOR TO FINAL m 114 ILEX GORNUTA 'BURFORDII' BURFORD HOLLY �O�V �O�y INSTALLATION DUE TO SITE CONDITIONS, AVAILABILITY, ETC. WHERE ALLOWED BY SPRINGFIELD DESIGN STANDARDS. FIELD DR� T PLANTINGS ON SITE AS NECESSARY TO AVOID CONFLICTS NTH UTILITIES YS,p 259 MAHONIA AQUIFOLUM 'COMPACTA' COMPACT OREGON GRAPE METERS, LIG,I i I 4. MULCH: APPLY 3" DEEP WELL -AGED MEDIUM GRIND OR SHREDDED DARK HEMLOCK OR FIR BARK MULCH UNDER AND AROUND ALL PLANTINGS CME SHALL BE TAKEN TO AVOID COVERING FOLIAGE OR ROOT 521 PENNISETUM ALOPECUROIDES 'HAMELN' HAMELN FOUNTAIN GRASS CROWNS OF PLANTS. PLANTS SHALL BE SET ABOVE SOIL LEVEL SO THAT THE CROWN OF THE ROOTBALL IS FLUSH WITH THE FINISH GRADE OF MULCH APPLICATION. o 5. IRRIGATION: ALL LANDSCAPING SHALL BE AUTOMATICALLY IRRIGATED BY AN UNDERGROUND SYSTEM TO 9 PINUS MUGO MUGO DWARF MUGO PINE J ENSURE PLANT SURVIVAL DURING PLANT ESTABLISHMENT (A MINIMUM OF TWO YEARS). IRRIGATION SHALL BE 'DESIGN -BUILD' BY THE LANDSCAPE CONTRACTOR, INSTALLING ALL WORK NECESSARY FOR THE ® 223 RHAPHIOLEPIS X 'APPLE BLOSSOM' APPLE BLOSSOM INDIAN HAWTHORN \► COMPLETE INSTALLATION OF THE IRRIGATION SYSTEM PER CITY OF SPRINGFIELD STANDARDS. —_ --- -----"----------------------------= ° 6. EXISTING STREET TREES ALONG 28TH STREET ME CONCEPTUAL, AND NOT SURVEYED. 0 100 THUJA OCCIDENTALIS 'SMARAGD' EMERALD GREEN ARBORVITAE GROUND COVERS QTY DESCRIPTION MARCOLA ROAD N AREA 1 SITE DEVELOPMENT AREA 2 SITE DEVELOPMENT INFORMATION INFORMATION 1,113 ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK " LOT COVERAGE: LOT COVERAGE: TOTAL AREA: ± 424,730 SF TOTAL AREA: ±73,120 SF — — STRUCTURES: ± 84,970 SF (320%) STRUCTURES: ±15,100 SF (±21%) ±106,922 SF LAWN - SEED OR SOD PARKING MEAS: ± 152,490 SF (±36%) PARKING MEAS 320,510 SF (±28%) PARKING SPACES 435 SPACES PARKING SPACES: 66 SPACES STORMW II QTY BOTANICAL NAME COMMON NAME SCALE: 1"=50 FEET RECREATION AREAS: ± 28,450 SF (±7%) RECREATION AREAS: 32.520 SF (33X) PLANTERS LANDSCAPING: ± 147,610 SF (±35%) LANDSCAPING: ±30,410 SF (142%) 50 0 10 95 50 SIDEWALK: ± 40,150 SF (±94 SIDEWALK: ±7,110 SF (±10% 3 9,716 SF 50% CARER OBNUPTA SLOUGH SEDGE 50% JUNCUS PATENS SPREADING RUSH SIZE/CONTAINER SPACING 54 HL B&B AS SHOWN 2" CAL B&B AS SHOWN SIZE/CONTAINER SPACING 2" CAL B&B 30' O.C. OR AS SHOWN 2" CAL B&B AS SHOWN 2" CAL B&B AS SHOWN 2" CAL B&B AS SHOWN e CAL B&B AS SHOWN SIZE/CONTAINER SPACING 1 GAL CONT. 24" D.C. 2 GAL CONT. 48" D.C. 2 GAL CONT. 36" o.c 5 GAL CONT. 60" o.c 5 GAL CONT. 60" D.C. 5 GAL CONT. 48" o.c. 1 GAL CONT. 24" o.c. 5 GAL CONT. 48" o.c. 5 GAL CONT. 48" o.c. 4'-5' HL B&B 36" o.c. SIZE/CONTAINER SPACING 1 GAL CONT. 30" o.c. SEED SIZE/CONTAINER SPACING 1 GAL CONT. 100 PERIOD SF 1 GAL CONT. 100 PER 100 SF V� z zwa aP-ccw in aa�z U) W iii0 z (� p CMC V �JQO Lu j LU z0�1� 2000 MM Z o I.V aCC acn JOB NUMBER: 7736 DATE: 10/08/2021 DESIGNED BY: NKP DRAM BY: NKP CHECKED BY: TEB 10 N W W � O r D= U VI=W Q Q a Q Z N . ro (DZ Z Z Q P m Z zCC Ja (r c5 ¢ CC C7zou w 'L53 W 3 Z 33 ccLL �yeas W V� z zwa aP-ccw in aa�z U) W iii0 z (� p CMC V �JQO Lu j LU z0�1� 2000 MM Z o I.V aCC acn JOB NUMBER: 7736 DATE: 10/08/2021 DESIGNED BY: NKP DRAM BY: NKP CHECKED BY: TEB 10