Loading...
HomeMy WebLinkAboutPlan, Final APPLICANT 3/7/2022VICINITY MAP NOT TO SCALE PRELIMINARY MULTI -FAMILY SITE PLAN REVIEW TAX LOT 1803 TAX MAP 17.02.30 PIERCE DITCH 0000a6 pCJL^��G a �6r/ pCJG^�gG (1vn1M640�f�Q `� gOGJ�6G�GQf1s106rI pG9la�G <---- <-- ��a4ofQGa�06S7 P�g� / /�, TAX LOT 1801 / TAX MAP 17.02.30 TAX LOT 1803 TAX MAP 17.02.30 /�/ ��_PIEF / TAX LOT 101 TAX MAP 17.02.30 PCJI^Q�G TAX LOT 1802 TAX MAP 17.02.30 -—_---_MARCOLAROAD— --_—_—_— TAX LOT 104 TAX MAP 17.02.30 TAX LOT 102 TAX MAP 17.02.30 TAX LOT 1031 TAX MAP 17.02.30 SITE MAP SCALE: 1" = 150' SHEETINDEX 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 LEGEND SITE PLAN 05 PRELIMINARY DETAILED DIMENSION PLAN 06 PRELIMINARY EXISTING PROPOSEDXIE PRELIMINARY LIGHTING PLAN STING PROPOSED LIGHTING DETAILS 08 PRELIMINARY DECIDUOUS TREE 09 PRELIMINARY STORM DRAIN CLEAN OUT 10 0 LANDSCAPE PLAN s PRELIMINARY LANDSCAPE PLAN (CONT'D) CONIFEROUS TREE W N STORM DRAIN CATCH BASIN STORM DRAIN AREA DRAIN ❑ ❑ Z FIRE HYDRANT R STORM DRAIN MANHOLE OU Z d WATER BLOWOFF Y 1 GAS METER a ZN F,oY WATER METER o ® GAS VALVE W O qI W WATER VALVE H GUY WIRE ANCHOR E E— DOUBLE CHECK VALVE ® ® UTILITY POLE o -9- AIR RELEASE VALVE AIR POWER VAULT SANITARY SEWER CLEAN OUT oo POWER JUNCTION BOX o 0 SANITARY SEWER MANHOLE O POWER PEDESTAL ■ SIGN T COMMUNICATIONS VAULT m ELI STREET LIGHT 0 COMMUNICATIONS JUNCTION BOX L MAILBOX wE1 ® COMMUNICATIONS RISER 0 • XIE snNG PROPOSED RIGHT-OF-WAY UNE - - - - — - - - - — BOUNDARY UNE PROPERTY UNE CENTERLINE - - - DITCH CURB EDGE OF PAVEMENT EASEMENT FENCE LINE *xx *xx *xx GRAVEL EDGE .......................................... POWER UNE - - - — Pte' — - - — P. —+ Pw OVERHEAD WIRE .W oxr oxr COMMUNICATIONS UNE - - - —co-- - - —cou— rnl rnl FIBER OPTIC LINE—vo— GAS UNE - - - - - - - - - —w ws wR— STORM DRAIN UNE SANITARY SEWER UNE WATER LINE - - - -wT- - - —WT— wr wr PRELIMINARY MULTI -FAMILY SITE PLAN REVIEW TAX LOT 1803 TAX MAP 17.02.30 PIERCE DITCH 0000a6 pCJL^��G a �6r/ pCJG^�gG (1vn1M640�f�Q `� gOGJ�6G�GQf1s106rI pG9la�G <---- <-- ��a4ofQGa�06S7 P�g� / /�, TAX LOT 1801 / TAX MAP 17.02.30 TAX LOT 1803 TAX MAP 17.02.30 /�/ ��_PIEF / TAX LOT 101 TAX MAP 17.02.30 PCJI^Q�G TAX LOT 1802 TAX MAP 17.02.30 -—_---_MARCOLAROAD— --_—_—_— TAX LOT 104 TAX MAP 17.02.30 TAX LOT 102 TAX MAP 17.02.30 TAX LOT 1031 TAX MAP 17.02.30 SITE MAP SCALE: 1" = 150' SHEETINDEX 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 UTILITY PLAN 07 PRELIMINARY LIGHTING PLAN 07A PRELIMINARY LIGHTING DETAILS 08 PRELIMINARY FIRE TRUCK TURNING MOVEMENTS PLAN 09 PRELIMINARY GARBAGE TRUCK TURNING MOVEMENTS PLAN 10 PRELIMINARY LANDSCAPE PLAN 11 PRELIMINARY LANDSCAPE PLAN (CONT'D) 12 PRELIMINARY LANDSCAPE PLAN (CONT'D 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 JOB NUMBER: 0111 DATE: R InW LTP DRAM BY: AC � U JOB NUMBER: 0111 DATE: 02/22/2022 ch LTP DRAM BY: AC CHECKED BY: LTP ¢ U a W Cc W Q UN U = .o ra = � W N Z OU Z d pz_pGG�rn G1io�_nw R ZN F,oY ? W 0LL W JOB NUMBER: 7736 DATE: 02/22/2022 DESIGNED BY: LTP DRAM BY: AC CHECKED BY: LTP Al 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 I11�. � 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 I11�. � 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 LUL WELLHEAD ZONE 2 �� ' \ \ IE IN: 4( - `� �� \ 1 \ I IE IN:4 PIERCEDITC EX 60° CDNC OUTFALL UNABLE TO /T - \ i � -473- ��472----- -- �--�\ \\ I- = - X STM q -- .. a/ ISI I WELLHEAD ZONES \\ \ � ���_ _EST RI 34 EX STMMP_466.63� --RIM. 472.68IE I IE IN: 466.29"S'N) f /...- • A0/ IE OUT: 466.26,(2.41- 20.6 66.26(2420.00' PEDESTRIAN ACCESS AN UTILITY EASEMENT DOC. i I/� NO. 202D-51252 \-, \� / 1 / `� � ji..�.• _ i / -.\/ EX STM CI RIM: 470.97 IE IN: 467.77 (10 W (SNB)) //� •/ / I IE OUT: 467 (12 -SE) SUM 466.47 I a / ADJUSTED 1 TAX LOT 1803 / o EXISTING SURVEYED TREESEET TAX MAP 17023000 �� /sN� / EX STM q 20.00' SANITARY SEWER / �_ .: - (G°� i / 0.87 EASEMENT PER _ EX SAN MH/ / ERIM. IN:4468.12 (10 -SE) REC�.P.�IQ 61�5D�8 -1- - RIM: 472.44 1 / / $�N � X S4M'.H IE OUT: 467.97 (12'NW) - � � `� � RIN 471.10 IE IN: 459.98 (8°S) ,412 � .,,. - - - - _ IE IN: 456.78 (42'E) ^� i�IN:/ •( ) SUMP: 466.52 � i / I 467.68 12'SW IE OUT: 456.77 42"W %�� i 1 sw e�x - _ - ( ) / `--�- a� -g G�C / IE IN: 467.56 12'NW) IE IN: 467.55 (12°NW) - - - sw - - - - - -42' C- - � _ -42, P C-1 ,-!i �•��- i - - IE OUT: 466.89 (18 -NE) 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.� /� / 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. N0. 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"SEPIERCE NUMBER 135, WITH AN ELEVATION OF 47&11 FEET (NAVD 88). IE OUT: 468.54 (10"N11) \ -- SUMP: 467.50 PARKWAY 2. HORIZONTAL DATUM: A LOCAL DATUM PLANE SCALED FROM OREGON / OREGON STATE PLANE SOUTH 3602 NAD83(2011) EPOCH EX RIA1S472.44 CONCRETE ice- -4 2010.0000. THE STATE PLANE COORDINATES WERE DERIVED FROM / THE TRIMBLE VRS NOW NETWORK. IE IN: 468.78 (10°NW(STUB)) DRIVEWAY / \ •% IE IN: 468.76 (10 -SE) 3. UTILITIES SHOWN ARE BASED ON UNDERGROUND UTIUTY LOCATE IE OUT: 468.65 (12 -NE) MARKINGS AS PROVIDED BY OTHERS, AND PROVIDED PER UTILITY LOCATE TICKET NUMBERS 20017795, 20017797 AND 20017799. THE / el SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND LOCATES REPRESENT THE ONLY UTILITIES IN THE AREA / I �FXSLN MH /,' & CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL EASTING 1 / :00PUBLIC ACCESS AND \ / RIM: 471.48 Q / CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. UTILITY EASEMENT DOC. NO./ / IE IN: 461.22 (8"S) / 4. THE TOPOGRAPHIC INFORMATION HEREON IS BASED ON AN EXISTING \ \ 2020-51253 < IE OUT: 461.15 (B"N) , CONDITIONS PLAN PREPARED BY MULTI -TECH ENGINEERING DATED RM ON JANUARYFEBRUARY 2019 N7, 2020E ADDITIONADL S PPLEMENIAL FROM SAID 00 FORESTRY, TOPOGRAPHLLC IN FEBRUARYIC SURVEYING S2020FORMED BY AKS ENGINEERING di i/ 5. THIS IS NOT A BOUNDARY SURVEY TO BE RECORDED WITH THE COUNTY. BOUNDARIES MAY BE PRELIMINARY AND SHOULD BE 10.00' PUBLIC UTILITY CONFIRMED W1TH THE STAMPING SURVEYOR PRIOR TO RELYING ON AND SIDEWALK ESMT FOR DETAILED DESIGN OR CONSTRUCTION. DOC. NO. 93-60016 6. CONTOUR INTERVAL IS 1 FOOT. V. WELLHEAD ZONE 10 / / //// / EX SAN MH 7. TREES AS SHOWN ARE PER EXISTING CONDITIONS PLAN AND / I RIM: 469.84 _ a ACCOMPANYING CAD FILES BY MULTI -TECH ENGINEERING DATED /t / :.\ ADJUSTED IE IN: 462.31 (8"E) FEBRUARY 2019 AND REVIEWED ON JANUARY 17, 2020. TREE \, 1 / �ffj 1802 / i ' IE IN: 462.28 (8°S) z� DIAMETERS HERE NOT CONFIRMED BY AKS ENGINEERING & TAX MAP 17023000 I IE IN: 462.32 (8°W (STUB)) FORESTRY. TREE INFORMATION IS SUBJECT TO CHANGE UPON ' \ GRAVEL I AREA: 1.17 ACRE�t IE OUT: 462.25 (8°N) ARBORIST INSPECTION. \ G DRIVEWAY i J ( `� �M1� 1) 2 I I w EX SAN CO EX S A IES II 5' I 1- EBEND: 4663 RIM: 469. - CI N IE IN: 466.36 (12' 'i RIM: EX STM MCI 469.45 EX STM p:_ I )60UT: 46.35 (12"S) ) = IE OUT: 467.04 (12"W) \ RIM: 46&64 1 I �A\MP:EA�SE.32 I 2 DI T SUMP: STM CI \ IE IN: -)464.92 (18"E) RIM: 470.96 IE OUT: p�4.81 (18" , N \ d 1 -! 111. 10) + IE IN: 466.65 (12'N) I - - _ a IE IN: 465.87 (18°E) 8" CDNC - - -- - -rte - SDI -W,,_ /� \ SCALE: 1'l FEET IE OUT: 465.84 (18°W) - - - - - - - - AL FENCE -MT-- - - - -ruT- 7 r SUMP - - ,T¢� 465.16 METAL -rar- 50 ORIGINAL PACE SIZE 22 34 0 E. 25 50 i9° r ----- -- --T469 V/ Z Z Z wa JIL W V/ Q V/ 01<2z H Lu :> a W moom Z<00 0JQ Ua�o C'3�QW F 051 cf) 1= MUM LU 2 2 ccf) JOB NUMBER: 7736 DATE: 02/22/2022 DESIGNED BY: CC DRAWN BY: RR CHECKED BY: MAD 02 fn W W Q U � � H � U O H � U a a F a U U z Z N }O z< z z a . N w i °C Z y Z M�� Lu �jNFmQ = W Hrna�Lu Z ¢ V/ Z Z Z wa JIL W V/ Q V/ 01<2z H Lu :> a W moom Z<00 0JQ Ua�o C'3�QW F 051 cf) 1= MUM LU 2 2 ccf) JOB NUMBER: 7736 DATE: 02/22/2022 DESIGNED BY: CC DRAWN BY: RR CHECKED BY: MAD 02 c- i f - 112 I � 1� �� `�o�a ��opa � II � ✓ �o�ac���pa I 2 ---- _-_--- LALiOAD__---- / 7 J GRAVEL CONSTRUCTI— ENTERANCE (TYP)DISTURBED AREA GRADING NOTES PROPOSED CUT: 311,500 CU.YD. PROPOSED FILL 327,500 CU.YD. LEGEND 11 EXISTING GROUND CONTOUR (1 M --469--- --469--- I , ---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 owl M no CONCRETE WASHOUT AREA w GRAVEL CONSTRUCTION ENTRANCE �a / Qa U U Z N Z >o Z Z J r . w a ¢Z lip 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 3333 CDR W LL �F',On3 II + ►- i f - 112 I � 1� �� `�o�a ��opa � II � ✓ �o�ac���pa I 2 ---- _-_--- LALiOAD__---- / 7 J GRAVEL CONSTRUCTI— ENTERANCE (TYP)DISTURBED AREA 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 50 0 10 25 50 ORIGINAL PAGE SIZE: 22' . 34' N W W Q U 1- ¢ r = 0 U J a J O cc H 0 F- LU Lu z 0 Z Z W wa o Wz a o as a�Z 0 w 0 U a0m � J Q O m awo oa�j Lu awa BBuoz Wcc aaa JOB NUMBER: 7736 DATE: 02/22/2022 DESIGNED BY: LTP DRANK BY: AC CHECKED BY: -TP 03 O W r � U a a w �a Qa U U Z N Z >o 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 3333 CDR W LL �F',On3 J a J O cc H 0 F- LU Lu z 0 Z Z W wa o Wz a o as a�Z 0 w 0 U a0m � J Q O m awo oa�j Lu awa BBuoz Wcc aaa JOB NUMBER: 7736 DATE: 02/22/2022 DESIGNED BY: LTP DRANK BY: AC CHECKED BY: -TP 03 I I I I I I 9 ILDG 6 TYPE 1 /...,. 21 HI FA 20 O 8 /-�- BLDG 5 �J�;' TYPE 1 Co I VT:_w BLDG 2 TYPE 1 J 1 1 O \ \10 7 � TI— I �I I I I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I IY og rg° l` o L' �iff o��goyff J J JJ O JJ J J 3T J J J �M��pC�OG16 MARCOLA ROAD K! 4 4 7 \ 8 13 BLDG 13 i /AREA 1 SITE SUMMARY 6 AREA 2 16 BLDG 25 \ TYPE 2 .. \\O 4 011 i ITYP `\ 5 BLDG 2 O\F�� / \ ®SITE PLAN KEYED NOTES AREA 2 SITE SUMMARY 1. NEW AC PAVEMENT (TYP) TOTAL AREA 71,750 SF - COMMON OPEN SPACE 11,460 SF (t16%) PRIVATE OPEN SPACE 1,350 SF (t2%) \ TOTAL PERVIOUS AREA 28,560 SF (t427.) TOTAL IMPERVIOUS AREA 43,190 SF (t607.) --- '' PARKING &DRIVEWAY 20,510 SF `• SIDEWALK 7,580 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) / 6 TYPE (D) 3 BED/2 BATH (1204 SF) v 42 TOTAL �yw TOTAL AREA 417,610 SF PARKING STALLS REQUIRED 42 (1 PER DWELLING UNIT) COMMON OPEN SPACE 77,930 SF (t19%) PARKING STALLS PROVIDED Z, PRIVATE OPEN SPACE 8,730 SF (t2%) 44 STANDARD 10 COMPACT TOTAL PERVIOUS AREA 139,420 SF (f33%) 3 ADA ACCESSIBLE 8 GARAGES 66 TOTAL TOTAL IMPERVIOUS AREA 278,190 SF (t67%) PARKING & DRIVEWAY 147,660 SF BICYCLE PARKING REQUIRED 42 (1 PER DWELLING UNIT) SIDEWALK 45,560 SF BUILDING COVERAGE 84,970 SF (f20% OF TOTAL SITE) BICYCLE PARKING STALLS PROVIDED 16 STALLS WITHIN COVERED STAIRWELLS (2 PER STAIRWELL) APARTMENT UNITS 6 BICYCLE PARKING WITHIN UNITS 99 TYPE (A) 2 BED/2 BATH (952 SF) 24 STALLS WITHIN LONG TERM COVERED BICYCLE PARKING { / f 51 TYPE (B) STUDIO UNIT (549 SF) 46 TOTAL LONG TERM STALLS / 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 RECREA¶ONAL AREA! I 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 28 COMPACT 8 ADA ACCESSIBLE 18 GARAGES 435 TOTAL BICYCLE PARKING REQUIRED 270 (1 PER DWEWNG UNIT) BICYCLE PARKING PROVIDED 94 STALLS WITHIN COVERED STAIRWELLS (2 PER STAIRWELL) 44 BICYCLE PARKING WITHIN UNITS 54 STALLS WITHIN LONG TERM COVERED BICYCLE PARKING 80 STALLS WITHIN BICYCLE RACKS 192 TOTAL LONG TERM STALLS 272 TOTAL STALLS SITE 1 RECREATION BUILDING/MANAGER'S OFFICE 1 TRASH COMPACTOR/ RECYCLE 3 RECREATIONAL AREA 1 SWIMMING POOL (169(421 & HOT TUB 1 US MAIL BOX AREA (COVERED) o 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 (TIP) 19. STORMWATER INFILTRATION PLANTER (TYP) 20. WOODEN PRIVACY FENCE (TYP) 21. 6 STALL COVERED LONG TERM BICYCLE PARKING. 22. 8 STALL COVERED LONG TERM BICYCLE PARKING. 23. 10 STALL COVERED LONG TERM BICYCLE PARKING. N SCALE: 1"=50 FEET 50 0 10 25 50 V+ F- a wa W F- < Qamz aW�(5 W (� W O c/) J �aLuj Lu ?0jLL G O Z LU a cn JOB NUMBER: 7736 DATE: 02/22/2022 DESIGNED BY: LTP DRANK BY: AC CHECKED BY: LTP 04 W Q cc U V+ F- a wa W F- < Qamz aW�(5 W (� W O c/) J �aLuj Lu ?0jLL G O Z LU a cn JOB NUMBER: 7736 DATE: 02/22/2022 DESIGNED BY: LTP DRANK BY: AC CHECKED BY: LTP 04 O r Q U Q Q a Q Q U U Z Yn yo Z z Z Z J N > az z Z �a� y z�rn a c5 Z =O nw W 3z�y W F �Ng a z W ari G7 R ]vYCirn W LL V+ F- a wa W F- < Qamz aW�(5 W (� W O c/) J �aLuj Lu ?0jLL G O Z LU a cn JOB NUMBER: 7736 DATE: 02/22/2022 DESIGNED BY: LTP DRANK 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: 02/22/2022 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: 02/22/2022 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: 02/22/2022 DESIGNED BY: UP DRANK BY: AC CHECKED BY: LTP 05 ISI � I I I I II I I ISI I I I I I 1 I' I I I I II `— — — — <— — — — PIERCE DITCH UNDERGROUND INFILTRATION — 'x::>. .:. CHAMBER TRENCH (TYP);... PROPOSED FIRE LI jNOUT (TYP) CONN HYDRANT (TYP)TR LOSURE WASIH ENCR CONNECTION TO NGCT EXISTI / � I ; WASTEWATER LINE (TYP) FRE PROTECTION _ ! I / III LINE (TYP i WASTEWATER ..n // / FIRE ( ) _ i LATERAL (TTP WA +f f .:`.AJ DOMESTIC WATER % V777,ir} LINE (TYP) I` I` I .•. i � vC.�-,-_�-� ,—, � � � 20.00 SANITARY SEWER /77/ EASEMENT PER 1 % CONNECT TO ERISTING RECEP NO. 61-50778 WASTEWATER WASTEWATER UNE (TYP) MANHOLE ( I YP) 11 , , "�, .r W n SII - u I IMTW '921 WASTEWATER I I � I I y MAINLINE (TYP) Jill sw ~ sw J J J J J J J J J J J J J J J STORMWATER INFILTRATION - PLANTER (TYP) EXISTING FIRE HYDRANT fZ �i1111 r I JOE 14.00' PUBLIC SANITARY SEWER EASEMENT DOC. NO. 2020-51254 0 o 'X 1. STORMWATER FROM ROOF OF BUILDINGS TO BE /� .•✓ / / COLLECTED AND CONVEYED TO UNDERGROUND INFILTRATION CHAMBERS. 2. STORMWATER FROM IMPERVIOUS AREAS TO BE DIRECTED TO INFILTRATION PLANTERS. u'�;'��1®IIA,. a. •, r ill, 1. ,II 11 r I IXISDNG FIRE / HYDRANT Iwo / / --_ - _------------- -------------------- EXISTING FIRE HYDRANT PIERCE _ PARKWAY _L SCALE: 1"=50 FEET Jim- 6mi 50 0 10 25 50 LEGEND PUE PUBLIC UTILITY EASEMENT ROW RIGHT-OF-WAY 6" TYP (2" MIN) L. 42" TYP (24" MIN) I. I :II 24" MIN. CURB CUT ENTRANCE ADJACENT PAVED AREA ENTRANCE EROSION CONTROL BLENDED NOTES: 1. PROVIDE PROTECTION FROM ALL VEHICLE TRAFFIC, EQUIPMENT STAGING, AND FOOT TRAFFIC IN PROPOSED INFILTRATION AREAS PRIOR TO, DURING, AND AFTER CONSTRUCTION. 2. SETBACKS: INFILTRATION PLANTERS MUST BE 10' FROM BUILDING FOUNDATIONS AND 5' FROM PROPERTY LINES. 3. OVERFLOW MINIMUM 2" FREEBOARD FROM OVERFLOW ELEVATION TO THE TOP OF PLANTER WALLS. 4. GROWING MEDIUM: GROWING MEDIUM SHALL BE A MINIMUM OF 24 -INCHES OF TOPSOIL OR THE SOIL SHALL BE AMENDED TO SUPPORT PLANT GROWTH AND HAVE A 50% ORGANIC MATTER CONTENT. IMPORTED TOPSOIL SHALL BE SANDY LOAM MIXED WITH COMPOST OR A SAND/SOIL/COMPOST BLEND. IT SHALL BE ROUGHLY ONE-THIRD COMPOST BY VOLUME, FREE DRAINING, AND SUPPORT PLANT GROWTH. THE COMPOST SHALL BE DERIVED FROM PLANT MATERIAL. ANIMAL WASTE IS NOT ALLOWED. 5. VEGETATION: VEGETATION SHALL BE PER APPROVED LANDSCAPE PLANS. VEGETATION OR SEED COVER SHALL BE ESTABLISHED AS SOON AS POSSIBLE AFTER THE STORMWATER FACILITY IS COMPLETED. 6. PLANTER WALLS: MATERIAL SHALL BE STONE, BRICK, CONCRETE, WOOD, OR OTHER DURABLE MATERIAL (NO CHEMICALLY TREATED WOOD). 7. INSTALL WASHED PEA GRAVEL OR RIVER ROCK TO TRANSITION FROM INLET OR SPLASH PAD TO GROWING MEDIUM. I w ¢ all cc � w O .:II ii ¢ U •�I Q Q u'�;'��1®IIA,. a. •, r ill, 1. ,II 11 r I IXISDNG FIRE / HYDRANT Iwo / / --_ - _------------- -------------------- EXISTING FIRE HYDRANT PIERCE _ PARKWAY _L SCALE: 1"=50 FEET Jim- 6mi 50 0 10 25 50 LEGEND PUE PUBLIC UTILITY EASEMENT ROW RIGHT-OF-WAY 6" TYP (2" MIN) L. 42" TYP (24" MIN) I. I :II 24" MIN. CURB CUT ENTRANCE ADJACENT PAVED AREA ENTRANCE EROSION CONTROL BLENDED NOTES: 1. PROVIDE PROTECTION FROM ALL VEHICLE TRAFFIC, EQUIPMENT STAGING, AND FOOT TRAFFIC IN PROPOSED INFILTRATION AREAS PRIOR TO, DURING, AND AFTER CONSTRUCTION. 2. SETBACKS: INFILTRATION PLANTERS MUST BE 10' FROM BUILDING FOUNDATIONS AND 5' FROM PROPERTY LINES. 3. OVERFLOW MINIMUM 2" FREEBOARD FROM OVERFLOW ELEVATION TO THE TOP OF PLANTER WALLS. 4. GROWING MEDIUM: GROWING MEDIUM SHALL BE A MINIMUM OF 24 -INCHES OF TOPSOIL OR THE SOIL SHALL BE AMENDED TO SUPPORT PLANT GROWTH AND HAVE A 50% ORGANIC MATTER CONTENT. IMPORTED TOPSOIL SHALL BE SANDY LOAM MIXED WITH COMPOST OR A SAND/SOIL/COMPOST BLEND. IT SHALL BE ROUGHLY ONE-THIRD COMPOST BY VOLUME, FREE DRAINING, AND SUPPORT PLANT GROWTH. THE COMPOST SHALL BE DERIVED FROM PLANT MATERIAL. ANIMAL WASTE IS NOT ALLOWED. 5. VEGETATION: VEGETATION SHALL BE PER APPROVED LANDSCAPE PLANS. VEGETATION OR SEED COVER SHALL BE ESTABLISHED AS SOON AS POSSIBLE AFTER THE STORMWATER FACILITY IS COMPLETED. 6. PLANTER WALLS: MATERIAL SHALL BE STONE, BRICK, CONCRETE, WOOD, OR OTHER DURABLE MATERIAL (NO CHEMICALLY TREATED WOOD). 7. INSTALL WASHED PEA GRAVEL OR RIVER ROCK TO TRANSITION FROM INLET OR SPLASH PAD TO GROWING MEDIUM. I Z J Lu oC Q Z O O W Q O LU Lu J (LL v O li G V+ JOB NUMBER: 7736 DATE: 02/22/2022 DESIGNED BY: LTP DRAM BY: AC CHECKED BY: LTP 06 w ¢ cc � w O r ¢ U Q Q a Q Q U U Z y o r, z �N �J z tl�m y z�rn a c5 z zo nw 2¢ 3z�y Lu I. H �Ng a z W ri33 G7 ¢ ]vYClrna W LL Z J Lu oC Q Z O O W Q O LU Lu J (LL v O li G V+ JOB NUMBER: 7736 DATE: 02/22/2022 DESIGNED BY: LTP DRAM BY: AC CHECKED BY: LTP 06 :r' • WP -1 (TYP) - r,#,, 'A �NJ4MaG I �N�4Ma� �o��r�ac�oQa �o��a�ac�oQa MARCOLAROAD ®-T;S= A �J LP -1 WP -1 (— ev, fA W W m U WP -1 (TYP) - r,#,, 'A �NJ4MaG I �N�4Ma� �o��r�ac�oQa �o��a�ac�oQa MARCOLAROAD ®-T;S= A �J LP -1 WP -1 (— ev, F— Z wa QF- Lu J ~ a. U) z z P: Lu a U0 LU .J JQO >.awo j ?pjLL ��oZ w Q Q oC a U) JOB NUMBER: 7736 DATE: 02/22/2022 DESIGNED BY: UP DRANK BY: AC CHECKED BY: P U 07 fA W W Q U =W O r Q U Q Q a Q Q U U Z y o ro z n N J l z Z z�rn a ((rr c5 z C1Mo7,W W 3z °N W z w 0 R PFMari P FM W LL F— Z wa QF- Lu J ~ a. U) z z P: Lu a U0 LU .J JQO >.awo j ?pjLL ��oZ w Q Q oC a U) JOB NUMBER: 7736 DATE: 02/22/2022 DESIGNED BY: UP DRANK BY: AC CHECKED BY: P U 07 Ordering Information SAMPLE NUMBER: GWC-S C -740 -U -T4" -GM Product Specifications Construction • Driver enclosure thermally isolated from optics for optimal thermal performance • DiecaM aluminum heat sinks • IP66 rated housing • 1.bG Vibration ratiN Optics • Patented. highefficien ,injection -molded AccuLED Optics technology • 13 optical distributions • IDA CWdfie1(3000K CCT and warmer only) Electrical • LED appear assembly mounted for ease of maintenance • Standard with Gl OV dimming • Optional t OkV or 20W some module • Suitable for oper0ian in 40C to 40C ambient environments. Optional 50C high ambient (HA) configuration. Mounting • Gask W and zinc plated night steel mounting attachmeM • "Hook-NLock' mechanism for easy installation Finish • Housingfinished in supedurable TGIC polyester powdepoat paint, 2.5 mil nominal thiclrs • Heat sink is powder Devoted black • HAL and custom color matches available • Coastal Conµmction(CC) option available Warranty • Ficeyear warranty `f) COOPER P55GG045EN page2 Ogh[Ing So"rers APnl11 102, 1:11 PM VALULU_ME SERIES_- PLED', POLE DRILLING TEMPLATE .4N' DIA. it.. (3)HOLES WALL MOUNT PLED" MODULES ani•.•11 „n tact iioii riot.. 60 LED Array pe]mrN VLLPLED EXTRUDED ALUMINUM ARM AND C45i E.P.A.=O.)) AWMI NUM WALL BRACKET ASSEMBLY Available in' E�OOE SOO�E PROMED WITH BUILT w GASKETED WIRE 80@40 LED Array ACCESS FOR FIXTURE/SUPPLY WIRE CONNECTION. 40 LED Array WALL PLATE Drive System HID No. of LEDs Current Watts Equivalent —T 350145 >0-100 T 00 51 66 100-150 ]' ba. 6.b' 7001 91 175 0]nnn) nlPnml 10501141 20p-1150 1 35 mA 0 91 150 175 jodcrd I� �i .b0'OIA. 80 525mA 136 100-250 <lbam•M 14)HOLES JOOmA 184 400 TEXTURED FINISH WCcaoeen Well col A411- 1-11111 zzege unzo znv n=type 11 [I TYPE II n=ryp`°I Bz_Beene Flaoanw x-zoev tor-]OCRI, aoceK nFr-rlpewFPrwaremraw 0=12[QM' _ }2<Of _ OP=GdPlalinum TWROCR4100p( 1-2]]Y -an- L2_iype llwlSpill COntml 6M-Grephlle Melenic 1® -]OCR{ a=130Vn pal WN=WM1rla tMIRucts ED" b yp pill Cont al P2]-BOCR{z]Cp( SLL=90'Sprll Lrgm Elrmrnalw Lell 11111 ..SCSI ands SLR -a. as ll IB F, Wimmetm Right µ1B-Amkee59TnP' RW=Realm---1 Wide Typal [I TYPE III MED. sx0=rypeVSgaale Narrow ,M0=type'Square Medrum ❑ PHOTO CEL +VOLTAGE sWO=Type'Sgame Wih F=Single Fused (120,277w3d7V Musl Sperib Vdtage) BPC=BunoniYy PoobantrM (120.2W, 2d0or2IIV. Must Sµvly Polart oµ1101013-PM1aloaonned Share. Gp" FF=DoableFusedp20%240m4l Mug$p fYVoltage) SIR ,A3 PlNriislldo,PM1OloconW16e:,Ude no"ad6-NEMA PAOIoI mor:MIIHap 105285VI ID0=1okVSurge Motlule PR]=NEMAbPIN TwietlaM Phw CWlW Fraeptxes oµ11µ201 -NEMA PM1etocontral-3dNw ROW-SeliesOne OL 1d193urge Praledive Device 9pB1=Dimming Occupancy Selu'oIwXM1 BIuelmlM1 lntMace,d'Mouming'me O 102]=NEMAPholo[ontW dBW• Eslemal DIN imming Leatlsi'° SpB2=Dim mind Occupanry Sensor win 9ludi Interlace, 2 DOW Mµ2aY-10kV Circuit Module RepYcement S'-20'Mounlin CSP=BalleryPackwitA Back Box,Cald Wearer Hatee "'.^ 9"" to Mp10p`= ru MaccFgrcN_ (M_,B mi(YColor) in p`=Fieldlmtalled Mouse SNe SM1kltl�''r cop-CECBeIIerSPa[kwin mi Bon. Can Weather BMeq Stru=Dimming Occupancy Semol Win BluAmth lntn-facep loon SB%=Glare SM1iele, Blackn.a=r tatele$iild. Ina CECmmplianti Or 40 Mounting'n'I l5/GRSW ilennn LMOpties Rotated 90- Left MSiI(%-Motion Senml for Oroff Operation m^'° LSMRSWH-Glaver Shed, Black Shield lack R90.0ptias Ill led 911' 1dr MLOIM-L%%=MGnon Sensor for Dimming Operation 11 FpR-100=Wierel Liie called cool to'Occupanry5enaor^ NBB=Fo a', 'corelM Haus,Siee SM1ield^ 2W=WaveLinrenabN 4PIN Twi POCK HeceptaWeea vacant oIBBK-Fe['mry mznllee Glale Shadid,lial WORmO-s A- Control Moeule ] (PSN"• zO-Wa Una MWulewin MLI dmel and a. PIN Receplaele°a. GSWM- Fatlm Grain WN,^ d%=Wav in ]'1'^r' Y SWPD% el vSenrorOnl. 5 Y BWPDI-%%=Wavelinr Wirele9[$engal ]'_ 15, nbn Hei n—!a 9 9 WL -O II M1l Hoasin ^ p %%=WaveLim n p 9 9 BW OS Se mrOnIY.15`90'^' BWPD6�Y%=Wavelinr Wirelesi5ensol l5'-d0'Mounlin Hei blur"" 9 9 NA -511°C HigA AmAienl' WWIX-Wa,eLinr Semmwdh Blurt 04M tNIV- ''a LCFF=0trSquare Tum Plate PeiMed10 M01cM1 HouMnq" WpFY%=Wavelinr SenwlwNA BluNoo1M1.15'-10'^^ PLEPV4I M MT=FMo'y lnslellMMnhiop nWp-LW=Enlighletl Wileless6enaw. Wde Lenafor8'16' ❑ UNIVERSAL POLE CC=Coa¢Ul Convmdm,onfiniaM1' Maunlin9 Heilc ❑ DOUBLE ELBE MR.a-iingaM Small terminal thei LWp_LN=Enligmed WOeku&nmL Nenow Lemfall6'dtl o MD14MflnH Ii de, 5 Horn` Mourning Height^'°^ ZN=�Y .."-After Hmis O i m, 6 Hans ^ W pND255=A(cel R.; Olm,]XaL; NAXPu. Pw.T 0Xder 35-AfterHwls Oim,.Iftmpv ]YC 6 ��3 Dµl=DALI Suver" PEIOTO/MOTpN SBJSOR El WM.......... �J - - - - - - I' spennLipM[m mngmFfiea.neMlormmdevipnlpMv.orypwlifietl Nseen Lid w r, heal, Lbdco.I.Pe EnF$Ietl Nreleuamuverelxlur'nXellNrepuirirgneMOr4mryoreNn Marc, tris—witersur.XnmbEllnmmanatienrngprmreprwmllW,M. wmo]sm1 .........._. M54S11 x.wwnem Wpmv mmlwwlaM,.tdomermmrvrx.enovxem,errrevu:emWiamwowsein,orn,manN nvelml,rmnsw0.wasLx. Pownn..• orra�iOeam.wlwrr'mPraorvPlima. :L3a SL460VINUO ..a.R.W,F..apn.xx.NdMWkMN mon.la3chas. xAmlon. xertwurexirneXa Aua.5w0orNWOWirn. Mlynrpurrevimpmismarue [xrSUCp AnMMOItWWnXiWOMMUahWMWAS Imlors lislovirwalppoonflu L. Mev'evartM1eXRarphaverver. M,ergammlmabmer.Fewer .....mtinarmximmnmraplionvarliD]mA honeti .— IDnnLLLLWn,Y[.Y3IdY, old Phonetic.— . bnvnly.Pe MlvruxrriMurgwnhd gaMraimµdew vwtleaarylemrw pwntlMm&nakvnenmM AeiWknin lA I'll sair Lronav]Mee PA velAreeMre WYXIArte ttaeNlgAYp4nanelArcePM1em Grnero emeeehlUryvrerslme x Wuerc nemm. s unMhveW "..alMbreaeAlgM uPmaae,,xr. wXnwnnmMM ognolre nor Mvee.Nnldrr a as an asaloptipa. ,e4rm,I pnmmmml m mnw mmm FarLc•mJtlle liWmA. wlmn vMetlxhh[pP n M.loptimr.wieia ,kxiMriryklgAlryuvre. ryalmrvlBF[.rPn,PW.N;LWM.mM IP.NalavapaNen1100M, n eegMegrve 30. WAL6alenYrNuaeemenaAleleltrvmfigura44ry'.deer WlLPoEeN SLa Hp ,PRawnamebll 42P.PBwPN'Co". ,u..... TIO w calwnovmwnnixmrlpmrerwrpdrnne.see. istrealcell, emevYpklipMNuereanlYapnaMm.xp•clo. - Xpml®trace-Plx PI.A.ememn.IPrnee.LmlmlvpamgmlttemsPL wx ePngvimzwonplmplaa. 3z PeplvuraManmrminryH. az,meN1 propissures a°nepuem Mem JSFCpnWavmlmlerMepnlw PndrymvvmMrwybie•nn FMbsmMmeerwrv.sre AlcerKmpimvwplememelpeiae l[r a. Nps eeavery rrv. - - xnmMaappgmrmrapriwemMatPa•r•YmmarM. Na Ilem'.. emFHiXmIW mfigurenmlmlXrewn,amaaiaalwrem,mawvhnngnxalermnb,mrid.nr.dmed,yedalan. Lmwllwsysterg vmlmnr,v9enarord,uk eLaD...f,Eeviermach nalpmwelMprm,rwrt lIn F.p - et.e�mrtary,uprypmm�wnlmloruawm'avmmmlml Awiwnimepral Mammmr. Product Specifications Construction • Driver enclosure thermally isolated from optics for optimal thermal performance • DiecaM aluminum heat sinks • IP66 rated housing • 1.bG Vibration ratiN Optics • Patented. highefficien ,injection -molded AccuLED Optics technology • 13 optical distributions • IDA CWdfie1(3000K CCT and warmer only) Electrical • LED appear assembly mounted for ease of maintenance • Standard with Gl OV dimming • Optional t OkV or 20W some module • Suitable for oper0ian in 40C to 40C ambient environments. Optional 50C high ambient (HA) configuration. Mounting • Gask W and zinc plated night steel mounting attachmeM • "Hook-NLock' mechanism for easy installation Finish • Housingfinished in supedurable TGIC polyester powdepoat paint, 2.5 mil nominal thiclrs • Heat sink is powder Devoted black • HAL and custom color matches available • Coastal Conµmction(CC) option available Warranty • Ficeyear warranty `f) COOPER P55GG045EN page2 Ogh[Ing So"rers APnl11 102, 1:11 PM VALULU_ME SERIES_- PLED', POLE DRILLING TEMPLATE .4N' DIA. it.. (3)HOLES WALL MOUNT PLED" MODULES ani•.•11 „n tact iioii riot.. 60 LED Array pe]mrN VLLPLED EXTRUDED ALUMINUM ARM AND C45i E.P.A.=O.)) AWMI NUM WALL BRACKET ASSEMBLY Available in' E�OOE SOO�E PROMED WITH BUILT w GASKETED WIRE 80@40 LED Array ACCESS FOR FIXTURE/SUPPLY WIRE CONNECTION. 40 LED Array WALL PLATE Drive System HID No. of LEDs Current Watts Equivalent —T 350145 >0-100 T 00 51 66 100-150 ]' ba. 6.b' 7001 91 175 0]nnn) nlPnml 10501141 20p-1150 1 35 mA 0 91 150 175 jodcrd I� �i .b0'OIA. 80 525mA 136 100-250 <lbam•M 14)HOLES JOOmA 184 400 assion wweO.PaaaoveGm51 U. S.ARCHITECTURAL U.S. Architectural Lighting Xrwrw can maamm Der sapzatml I,_® .mmN�m TEXTURED FINISH CURRENT Teri XI VLL LED [I TYPE II ❑Boon 01O50mA ❑NW r4WOK)' PLEPIL...... ® 'n 71 21WNONINIEGRAIED [I tries II fIKIMRJW �401ED ❑7 A LlCyy(SINKS) ... N PLEPIkaR..... ® ❑525mA �WIN (3000K) ❑ TYPE II MEDIAN ILIUardii �950mA o1MPlEpAOACO.om PIEPIHAL..... .va llec. ❑ 2-90.,,....., y [I TYPE III MED. HWSESIDESHIEID...H D PLEPIII M.. ❑ PHOTO CEL +VOLTAGE ❑ }120,..... TPEIIIWIDE VOLTAGE PIEPIII W.... ❑110 To ❑TYPE IV ❑ppb 590. PLEPrv..... ❑TYPEIV M XM �N PIEPIVL .,,� 0277 15p 11 TYPE V NARROW Z + PIEPVS6-N.... ® 0317 KH Z¢rO [I TYPE V MED. 00°' il 04M ZOO, U PLEPV4I M ❑ UNIVERSAL POLE [I PIPE V WIDE ❑ DOUBLE ELBE ADAPTOR..... ORA o (208V 240V. 4811 DF assion wweO.PaaaoveGm51 U. S.ARCHITECTURAL U.S. Architectural Lighting Xrwrw can maamm Der sapzatml I,_® .mmN�m TEXTURED FINISH CC 1........ _ .1111• ❑ BLACK ❑ HUGH -LOW DIMMING FOR RAW100.H HAI4AMRB)SWIfC14NGOR 71 21WNONINIEGRAIED CC MORON ... N SENSW............ XISW ❑ "I a ML -000}T INTERNAL ❑ 2-90.,,....., y HWSESIDESHIEID...H D Q ❑ PHOTO CEL +VOLTAGE ❑ }120,..... 0 GREY RA47W T (EXAMPLE: PC12Cvl PCXV 17 TWISTLOCK To XDARK RECEPfACLEONLY...TPR 590. NeE W ❑]LIN TWIST LOCK �N RALd014T RECEPTACLE ONLY ..M 15p 7 Z + N 11 SINGE NSE KH Z¢rO [I GREEN (IM,, 27N, 347t1SF ZOO, U RA44W5L ❑ UNIVERSAL POLE P• ❑ DOUBLE ELBE ADAPTOR..... ORA isunl (208V 240V. 4811 DF ZN=�Y sr W WALL MMM NAXPu. Pw.T 17 BWE-TOOTH WGRAMMABIE ]YC 6 ��3 W PEIOTO/MOTpN SBJSOR El WM.......... �J - - - - - - RAQCM-Mo1K will �1 I EselaMlc.coMrw wmo]sm1 .........._. M54S11 assion wweO.PaaaoveGm51 U. S.ARCHITECTURAL U.S. Architectural Lighting Xrwrw can maamm Der sapzatml I,_® .mmN�m FBI Z Z NNI .LU j � w LU CC F- < Q Z Q Z P: LU a r.UO LU JQO IL LU oCQ2j Z j LU L V Z LU Q Q oC 0. C/5 JOB NUMBER: 7736 DATE: 02/22/2022 DESIGNED BY: LTP DRAWN BY: AC CHECKED BY: LHP 0■A O CC 2 cnW � U FBI Z Z NNI .LU j � w LU CC F- < Q Z Q Z P: LU a r.UO LU JQO IL LU oCQ2j Z j LU L V Z LU Q Q oC 0. C/5 JOB NUMBER: 7736 DATE: 02/22/2022 DESIGNED BY: LTP DRAWN BY: AC CHECKED BY: LHP 0■A O CC CC U CC a F Q (fAaC � Z ' Z To Z Z J W Z �N CC 15p 7 Z CIC em t0 N Q KH Z¢rO J a ZOO, U Z �20113w P• CC Z 3 z n W ZN=�Y Zucyqjrh, W 3 SO `a QYI¢3 C7 CC O ]YC 6 ��3 W UL FBI Z Z NNI .LU j � w LU CC F- < Q Z Q Z P: LU a r.UO LU JQO IL LU oCQ2j Z j LU L V Z LU Q Q oC 0. C/5 JOB NUMBER: 7736 DATE: 02/22/2022 DESIGNED BY: LTP DRAWN BY: AC CHECKED BY: LHP 0■A 1 � 1 1 1 1 1 I I 1 .1 1 1 i Im voyu G oamogogflA gnplg r I/ , A / 4 i V v D ji mo 1 1 y/ C n D ml n I \ 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: 22' x 3/' a a F- W W CO G O~a Z z J zwa �F-w Y 1=� a �a2z �W �� Lu (� O w j<CC (L Lu ?pJ�LL o(z5 LU a U) JOB NUMBER: 7736 GATE: 02/22/2022 DESIGNED BY: L7P 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 z Z Z Z J IN W Z y z�rn a (r ti Z Chou W W ¢ 'La3 ZEN W r 253 Z W `1d N� 0 Z z ¢ O 3 W LL a a F- W W CO G O~a Z z J zwa �F-w Y 1=� a �a2z �W �� Lu (� O w j<CC (L Lu ?pJ�LL o(z5 LU a U) JOB NUMBER: 7736 GATE: 02/22/2022 DESIGNED BY: L7P DRAM BY: AC CHECKED BY: UP 08 W U l l l l l l b r. r. Z. o a !.L a of 1= J J J 9 ala I vyvvogI r7M40a12 0000go 0o00ga@60, 004 o04G MARCOLA ROAD ... .. •. s�:V .---. .. .A 'o / - — — — — — — — — — — — — — — -- -------------- 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 ORIGNAL PAGE SIZE: 2Y v W N W W Q U ¢ r � U U W r Q U Q Q a Q Q Z y 0 yo Z z Z J N > oz z LLo z a z�rn v Z a (r c5 Cli ouiW W R 03z�vi W r 253 Z W mg �a 13 ¢ yH�a Z 0 a a H Lu 2 Luz z ?F -z H LZJ a H w acn LUa2z mwzi0 Lu aaoCC (�JQO (L Lu CCa2J ?Jp�LL O z LU CC a U) JOB NUMBER: 7736 DATE: 02/22/2022 DESIGNED BY: Up DRAM BY: AC CHECKED BY: LTP i vyvvogI r7M40a12 0000go 0o00ga@60, 004 o04G MARCOLA ROAD ... .. •. s�:V .---. .. .A 'o / - — — — — — — — — — — — — — — -- -------------- 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 ORIGNAL PAGE SIZE: 2Y v W N W W Q U ¢ r � U U W r Q U Q Q a Q Q Z y 0 yo Z z Z J N > oz z LLo z a z�rn v Z a (r c5 Cli ouiW W R 03z�vi W r 253 Z W mg �a 13 ¢ yH�a Z 0 a a H Lu 2 Luz z ?F -z H LZJ a H w acn LUa2z mwzi0 Lu aaoCC (�JQO (L Lu CCa2J ?Jp�LL O z LU CC a U) JOB NUMBER: 7736 DATE: 02/22/2022 DESIGNED BY: Up DRAM BY: AC CHECKED BY: LTP mr7 r, DARK BEAUTY HEATHER) LANDSCAPE BOULDER (TYP)---,�, W I MOT(_H I ItiG CCC currT „ MARCOLA ROAD 00000 00000 PEEGEE HYDRANGEA (TYP)-� _ , \ \ \ N . DWARF FOTHERGILLA (TYP)te�J ` rf P• �Wd / HAMELN FOUNTAIN GRASS DWARF MUGO / PINE 9 / Q � / / I I I I 4" SCALE: 1"=30 FEET ORIGINAL PAGE SIZE: 22' x 34' j PLANT KEY TREES COMMON NAME Q SLENDER HINOKI FALSE CYPRESS 0 JAPANESE SNOWBELL STREET TREES COMMON NAME 3 BOWHALL RED MAPLE PYRAMIDAL EUROPEAN HORNBEAM COMMON HACKBERRY KATSURA TREE + AMERICAN HOPHORNBEAM SHRUBS COMMON NAME Q DARK BEAUTY HEATHER C WINTER DAPHNE 0 DWARF FOTHERGILLA STELLA DE ORO DAYULY ® MARVELOUS MARBLE CORAL BELL ® PEEGEE HYDRANGEA ® BURFORD HOLLY D COMPACT OREGON GRAPE 0 HAMELN FOUNTAIN GRASS ® BIRD'S NEST SPRUCE 0 DWARF MUGO PINE ® APPLE BLOSSOM INDIAN HAWTHORN I 0 EMERALD GREEN ARBORVITAE GROUND COVERS COMMON NAME KINNIKINNICK LAWN STORMWATER PLANTER: SLOUGH SEDGE SPREADING RUSH NOTE: FULL PLANTING SCHEDULE AND NOTES LOCATED ON SHEET 12 7 F- a zwa F- Lu W F— a. mz — amz U)0 LU 'R z (� p CMC V �JQ O CCa2Lu� ?p�LL 2�OZ MM LU I.V cc a amcn JOB NUMBER: O W ¢ en NKP cc ZTN CHECKED BY: U 7 F- a zwa F- Lu W F— a. mz — amz U)0 LU 'R z (� p CMC V �JQ O CCa2Lu� ?p�LL 2�OZ MM LU I.V cc a amcn JOB NUMBER: O r 02/22/2022 DESIGNED BY: NKP DRAM! BY: ZTN CHECKED BY: TEB ¢ U a a a a a U U Z y yo (� Z Z Z J N >:3 z z�rn a Z 3 z N W f �Ng a z W a ri G7 ¢ ]vCirn 6�p-�I W LL 7 F- a zwa F- Lu W F— a. mz — amz U)0 LU 'R z (� p CMC V �JQ O CCa2Lu� ?p�LL 2�OZ MM LU I.V cc a amcn JOB NUMBER: 7736 DATE: 02/22/2022 DESIGNED BY: NKP DRAM! BY: ZTN CHECKED BY: TEB W BURFORD HOLLY (TYP) PEEGEE HYDRANGEA (TYP) EXISTING DECIDUOUS TREE TO REMAIN (TYP) rUrs LUN I INUATION AREA 1 EMERALD GREEN ARBORVITAE (TYP) TREES COMMON NAME Q SLENDER HINOKI FALSE CYPRESS JAPANESE SNOWELL STREET TREES COMMON NAME BOWHALL RED MAPLE PYRAMIDAL EUROPEAN HORNBEAM COMMON HACKBERRY KATSURA TREE CC rl�l + AMERICAN HOPHORNBEAM SHRUBS COMMON NAME 0 DARK BEAUTY HEATHER O WINTER DAPHNE 0 DWARF FOTHERGILLA O STELLA DE ORO DAYULY SHRUBS COMMON NAME • MARVELOUS MARBLE CORAL BELL ® PEEGEE HYDRANGEA ® BURFORD HOLLY O COMPACT OREGON GRAPE 0 HAMELN FOUNTAIN GRASS ® BIRD'S NEST SPRUCE O DWARF MUGO PINE ® APPLE BLOSSOM INDIAN HAWTHORN 0 EMERALD GREEN ARBORVITAE GROUND COVERS COMMON NAME El KINNIKINNICK LAWN STORMWATER PLANTER: SLOUGH SEDGE SPREADING RUSH NOTE: FULL PLANTING SCHEDULE AND NOTES LOCATED ON SHEET 12 HINOKI CYPRESS (TYP) ■ BOWHALL RDD MAPLE (TYP) APPLE BLOSSOM INDIAN HAWTHORN (TYP) EXISTING STREET TREE, NOT SURVEYED (TYP) COMPACT OREGON GRAPE (TYP) A TREE (TYP) N SCALE: 1"=30 FEET 30 0 6 15 30 ORIGINAL PAGE SIZE: 22' x 34' z� oF-z U a ` z J zwa aF-w w�~ aa�z 0W � 0 zVpMcW/� L �JQO ?pLu �LL Oz MM I.V LU a can JOB NUMBER: 7736 DATE: 02/22/2022 DESIGNED BY: NKP DRAM! BY: ZTN CHECKED BY: T® 11 W ¢ cc U z� oF-z U a ` z J zwa aF-w w�~ aa�z 0W � 0 zVpMcW/� L �JQO ?pLu �LL Oz MM I.V LU a can JOB NUMBER: 7736 DATE: 02/22/2022 DESIGNED BY: NKP DRAM! BY: ZTN CHECKED BY: T® 11 ¢ U Q Q a Q Q U U Z Yn yo Z z Z Z J Z Q a ZOO U O ZLu �yy7� �yS Oifl yZj ¢ ¢ ZZZZ3 z�O v, Lu �NFina Z W 3�3 ari3 0 ¢ ]vYCirn 6��vO3 W LL z� oF-z U a ` z J zwa aF-w w�~ aa�z 0W � 0 zVpMcW/� L �JQO ?pLu �LL Oz MM I.V LU a can JOB NUMBER: 7736 DATE: 02/22/2022 DESIGNED BY: NKP DRAM! BY: ZTN CHECKED BY: T® 11 '7 1 •7 - i 1 1 1 �/'4'1�� J;� �" � � ��� 0R 1 1 1 .a.. �Oaa4+_ . �O e�• ,. .,. �- �/////////////////////////////// /IIS f'..® �, N eC•�•e," j�,, Cr� ����py�`�,�� M; ��"�`,O p�� ��1�e'a'41O' �/•,� e •,• •� ,���i/�� 1• � /� 'O, I /�l�l�'�.'�"I►/I �!T' `� ��\l�'�'"'. - lie. � '��:::>' / � iii—_—_—_p � 1 1 1 \,. 1 1 • 1 `�le�•;/ '•,1 � V 41� � ��1D iOd �6: /' .I��e 00^ � � �� S � \1 �Ep � r .. �'/► s\ • ��� F°` ��ri!���pa. KATSURA TREE (TYP) — 1 BURFORD HOLLY (TYP) / ;A ' COMPACT OREGON 2G\ \ ` . GRAPE (TYP) / N� ? / 2 ;A APPLE BLOSSOM J INDIAN HAWTHORN (T)P) PRELIMINARY PLANT SCHEDULE „ •/. / / TREES QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER SPACING SHRUBS QTM BOTANICAL NAME COMMON NAME SIZE/CONTAINER SPACING / — — - O ® 196 CALLUNA VULGARIS 'DARK BEAUTY DARK BEAUTY HEATHER 1 GAL CONT. 24° o.c. �- —— — — — 84 CHAMAECYPARIS OBTUSA'GRACiLIS' SLENDER HINOKI FALSE CYPRESS 54 HT. B&B AS SHOWN CO 21 DAPHNE ODORA WINTER DAPHNE 2 GAL CONT. 48° o.c. — — — — — — — — 13 STYRAX JAPONICUS JAPANESE SIJONBELL 2` CAL. B&B AS SHOWN 0 326 FOTHERGILLA GARDENII DWARF FOTHERGILLA 2 GAL CONT. 36° o.c. STREET TREES ga BOTANICAL NAME COMMON NAME ,SIZE/CONTAINER SPACING O 39 HEMEROCALUS X'STELLA DE ORO' STELLA DE ORO DAYLILY 1 GAL CONT. 24° o.c. 13 ACER RUBRUM 'BOWHALL' BOWHALL RED MAPLE 2° CAL. B&B AS SHOWN 27 HEUCHERA AMERICANA 'MARVELOUS MARBLE' MARVELOUS MARBLE CORAL BELL 1 GAL. CONT. 24" O.C. < ® � 11 CARPINUS BETULUS 'FASTIGIATA' PYRAMIDAL EUROPEAN HORNBEAM 2° CAL. B&B AS SHOWN 251 HYDRANGEA PANICULATA 'PEEGEE' PEEGEE HYDRANGEA 5 GAL CONT. 60" O.C. F 114 ILEX CORNUTA 'BURFORDII' BURFORD HOLLY 5 GAL CONT. 60" o.c. \ Y o 64 CELTIS OCCIDENTALIS COMMON HAGKBERRY 2° CAL. B&B 30' O.C. OR 257 MAHONIA AQUIFOLIUM 'COMPACTA' COMPACT OREGON GRAPE 5 GAL CONT. 48" o.c. �.' SHOWN \ 553 PENNISETUM ALOPECUROIDES 'HAMELN' HAMELN FOUNTAIN GRASS 1 GAL GONT. 24" o.c. 18 CERCIDIPHYLLUM JAPONICUM KATSURA TREE 2° CAL. B&B AS SHOWN ® 7 PICEA ABIES 'NIDIFORMIS' BIRD'S NEST SPRUCE 5 GAL CONT. 48" o.c. + 27 OSTRYA VIRGINIANA AMERICAN HOPHORNBEAM 2" CAL. B&B AS SHOWN U 9 PINUS MUGO MUGO DWARF MUGO PINE 5 GAL CONT. 48" o.c. ® 247 RHAPHIOLEPIS X 'APPLE BLOSSOM' APPLE BLOSSOM INDIAN HAWTHORN 5 GAL CONT. 48" o.c. PRELIMINARY LANDSCAPE NOTES 1. ALL TREES TO CONFORM TO SPRINGFIELD DESIGN STANDARDS AND TO THE AMERICAN STANDARD FOR NURSERY STOCK Z60.1 (CURRENT EDITION). ALL O 160 THUJA OCCIDENTAUS 'SMARAGD' EMERALD GREEN ARBORVITAE 4'-5' HT. B&B 36" o.c. TREES ON SITE SHALL MEET THE AMERICAN 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 WELL -FORMED, SYMMETRICAL BRANCHING STRUCTURE. ALL TREES SHALL HAVE A GROUND COVERS BOTANICAL NAME COMMON NAME SIZE/CONTAINER SPACING SINGLE STRAIGHT TRUNK, A WELL-DEVELOPED LEADER WITH TOPS AND ROOTS CHARACTERISTIC OF THE SPECIES CULTIVAR OR VARIETY, AND BE FREE OF INSECTS, DISEASES, MECHANICAL INJURY, AND OTHER OBJECTIONABLE FEATURES WHEN PLANTED. PLANT IN ACCORDANCE WITH ACCEPTED BEST PRACTICE INDUSTRY STANDARDS SUCH AS THOSE ADOPTED BY THE OREGON LANDSCAPE CONTRACTORS BOARD (OLCB). 884 ARCIOSTAPHYLOS UVA-UR51 KINNIKINNICK 1 GAL CONT. 30° O.C. 2. ALL PLANTER STRIPS SHALL HAVE VEGETATIVE GROUNDCOVER, CONTRACTOR IS RESPONSIBLE FOR INSTALLING GROUNDOOVER AND STREET TREES N 3. PLANT SPECIES, SIZES, LOCATIONS QUANTITIES, ETC. ARE PRELIMINARY AND MAY BE SUBSTITUTED OR REVISED PRIOR TO FINAL INSTALLATION DUE TO AREA 1 SITE DEVELOPMENT AREA 2 SITE DEVELOPMENT SITE CONDITIONS, AVAILABILITY, ETC. WHERE ALLOWED BY SPRINGFIELD DESIGN STANDARDS FIELD ADJUST PLANTINGS ON SITE AS NECESSARY TO ±105,547 SF LAWN - NORTHWEST SUPREME LAWN SEED MIX - SUNMARK SEEDS (OR APPROVED EQUAL) AVOID CONFLICTS WITH UTILITIES, METERS, LIGHTS, DRIVEWAYS, ETC. DASHER 3 PERENNIAL RYEGRASS 357, CUTTER II PERENNIAL RYEGRASS 357; GARNET CREEPING RED FESCUE 157; WINDWARD INFORMATION INFORMATION CHEWINGS FESCUE 15% LOT COVERAGE: LOT COVERAGE 4. MULCH: APPLY 3° DEEP WELL -AGED MEDIUM GRIND OR SHREDDED DARK HEMLOCK OR FIR BARK MULCH UNDER AND AROUND ALL PLANTINGS. CARE APPLY AT A RATE OF 8 IBS. PER 1,000 SF OR AS RECOMMENDED BY SUPPLIER. TOTAL AREA: ± 417,610 S" TOTAL AREA: ±73,120 SF SHALL BE TAKEN TO AVOID COVERING FOLIAGE OR ROOT 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. STRUCTURES: ± 84,970 SF (±20X) STRUCTURES ±15,100 SF (±21X) PARKING AREAS: ± 147,660 SF (±35X) PARKING AREAS: ±20,510 SF (±28X) SCALE: 1"= 30 FEET 5. IRRIGATION: ALL LANDSCAPING SHALL BE AUTOMATICALLY IRRIGATED BY AN UNDERGROUND SYSTEM TO ENSURE PLANT SURVIVAL DURING PLANT PARKING SPACES: 435 SPACES PARKING SPACES: 66 SPACESESTABLISHMENT (A MINIMUM OF TWO YEARS). IRRIGATION SHALL BE 'DESIGN -BUILD' BY THE LANDSCAPE CONTRACTOR, PERFORMING ALL WORK STORMWATER PLANTER: RECREATION AREAS: ± 28,450 SF (±7:n RECREATION AREAS ±2,520 SF (±3%)NECESSARY FOR THE COMPLETE INSTALLATION OF THE IRRIGATION SYSTEM PER CITY OF SPRINGFIELD STANDARDS. 50% JUNCUS PATENS SLOUGH SEDGE 1 GAL CONT. 100 PER 11 LANDSCAPING: ± 139,420 SF (±33X) LANDSCAPING ±28,560 SF (±39X) 30 ORIGINAL PAGE SIZE 2Y z 34"D ±9,364 SF B. EXISTING STREET TREES ALONG 28TH STREET ARE CONCEPTUAL, AND NOT SURVEYED. 50X CARIX OBNUPTA SPREADING RUSH 1 GAL CONT. 100 PER 11 SIDEWALK: ± 45,560 SF (±11X) SIDEWALK: ±7,580 SF (±10X) Z O�z U F -Q ` Z J Zwa F- Lu W F/_ V aa�z Z(� pLU IC �JQO j LU ?pi LL OZ LUMM I.V a acan JOB NUMBER: 7736 DATE: 02/22/2022 DESIGNED BY: NKP DRAM BY: ZTN CHECKED BY: T® 12 w¢ =W O r [C U a a a a a U U Z y ' O ro U z Z � N � z Z Z y z�rn a c5 Z io nw 2¢ 3z�y 'V ,„ H �Ng a z W o cc ]HYCS<M W LL Z O�z U F -Q ` Z J Zwa F- Lu W F/_ V aa�z Z(� pLU IC �JQO j LU ?pi LL OZ LUMM I.V a acan JOB NUMBER: 7736 DATE: 02/22/2022 DESIGNED BY: NKP DRAM BY: ZTN CHECKED BY: T® 12