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Plan, Tentative APPLICANT 1/31/2020 (4)
N U m a rn v 0 ma, �2,� c4�.curde�n 5 Qo ✓ts SHEET NOTES 1. CONTRACTOR MAY STAGE WITHIN LIMITS OF DEMOLITION. 2. REMOVE ALL SITE COMPONENTS AND RECYCLE COMPONENTS. AS REQUIRED IN THE SPECIFICATIONS. 3. GENERAL DEMOLITION PERMIT SHALL BE SECURED BY THE CONTRACTOR. 4. ALL TRADE LICENSES AND PERMITS NECESSARY FOR THE PROCUREMENT AND COMPLETION OF THE WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING DEMOLITION. 5. THE CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING RIGHT-OF-WAY SURVEY MONUMENTA11ON DURING DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR THE REPLACEMENT BY A LICENSED SURVEYOR OF ANY DAMAGED OR REMOVED MONUMENTS. 6. PROTECT ALL ITEMS ON ADJACENT PROPERTIES AND IN THE RIGHT OF WAY INCLUDING BUT NOT LIMITED TO SIGNAL EQUIPMENT, PARKING METERS, SIDEWALKS, STREET TREES, STREET LIGHTS, CURBS, PAVEMENT AND SIGNS. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ANY DAMAGED ITEMS TO ORIGINAL CONDITION. 7. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, AND OTHER FACILITIES IMMEDIATELY ADJACENT TO EXCAVATIONS FROM DAMAGES CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS. 8. SAWCUT STRAIGHT LINES IN SIDEWALK, AS NECESSARY. 9. CONTRACTOR IS RESPONSIBLE TO CONTROL DUST AND MUD DURING THE DEMOLITION PERF, AND DURING TRANSPORTATION OF DEMOLITION DEBRIS. ALL STREET SURFACES OUTSIDE THE CONSTRUCTION ZONE MUST BE KEPT CLEAN. 10. ALL EXPOSED PORTIONS OF UNDERGROUND UTILITIES TO BE ABANDONED SHALL BE PLUGGED PER DETAIL X/XX.X. 800 Willamette Street, Suite 440 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 www.kpffcom z 0 F- 0 F- U) z 0 C) w 0 LL F-- 0 z STAMP PRO��CSS INFF 4 ti 56481 �l fi ALS D `m OREGON 19 ley M X DEMOLITION KEY NOTES l:xPI; 11c3iv ®ATE: 6130,12021 20 SAWCUT LINE 21 REMOVE CONCRETE CURB. 22 REMOVE CONCRETE SIDEWALK 23 REMOVE ASPHALT PAVEMENT AND CRUSHED ROCK SUBGRADE. 24 REMOVE CONCRETE RAMP. 25 REMOVE RETAINING WALL. 26 REMOVE BOLLARD. 27 REMOVE EXISTING STAIRS. 28 REMOVE CATCH BASIN. 29 EXISTING STORM DRAIN OVERFLOW OUTFALL TO BE REMOVED. PIPING TO BE ROUTED UNDERSLAB. SEE PLUMBING PLANS. 30 REMOVE EXISTING SIGN. 31 REMOVE EXISTING OVERHEAD LIGHT. 32 SAWCUT AND REMOVE STORM TRENCH DRAIN. PHASE REMOVAL AND REPLACEMENT SO THAT DRAINAGE IS OFFLINE FOR 7 DAYS OR LESS. z 0 I-_ n - c U un w a z 0 X PROTECTION KEY NOTES JOB No.: 1900321 DESIGNED BY: FUiTV 40 41 42 43 44 PROTECT CURB AND SIDEWALK. PROTECT ELECTRICAL VAULT. PROTECT UNDERGROUND UTILITIES. PROTECT TREE. PROTECT MONUMENTATION DRAM BY: FU1TV CHECKED BY ALB PLOT DATE: 1130120 3:37pm PLOTTED BY: ABackus DWG NAME: 940321-02DM.dwg TAB NAME: C2.0 45 PROTECT IRRIGATION CONTROL VALVE. 46 PROTECT EXISTING OVERHEAD POLE 47 PROTECT EXISTING CLEANOUT 48 PROTECT EXISTING GUY ANCHOR ce 49 PROTECT POWER POLE o l� 50 ADJUST EXISTING CLEANOUT TO PROPOSED SLAB GRADE. U - PROTECT EXISTING CONNECTED STORM DRAIN PIPING TO z�, Z REMAIN UNDER PROPOSED STRUCTURE. Q Q ac G) SALVAGE KEY NOTES CIO Qz� t'uo 60 SALVAGE BIKE RACK AND STORE IN LOCATION AS DIRECTED Lu z) o -_ BY OWNER. w ce z w w Q 61 SAVAGE EXISTING FIRE HYDRANT AND CAP EXISTING LINE. ¢ Q SHEET LEGENDUj z - - PROPERTY LINE o u7 i I i DEMOLITION/WORK LIMITS (SHOWN OFFSET FOR CLARITY) ----------- SAWCUT LINE REMOVE OR ABANDON UTILITY LINE IN PLACE REMOVE TREE SHEET NO. -JIM-1,401 1.C2 0 SCALE 1 INCH = 30 FEET -'gruels _ 30 0 30 60 RECORD NO. XXXXX XX 9 0) 0 CL om =M 0 W E N~ G)C) 0 V—v C*4 o'o co wo U__ A 7!41 ! CONNECT TO myTyz EXISTING 24" PIPE EXISTING OUTFALL TO PUBLIC --,QRAINAGEWAY (MAPLE ISLAND SLOUGH) Y, Z RAIN k3Pd9A:N loc� . . . . . . N SD CB -8 h", ob X,1\ _j I 10 X x TSD N X\' vi R%x f x SD LD -1 It 18 LF -10 SD w t CONNECT TO EXISTING ROOF DRAIN OVERFLOW. DAYLIGHT AT FACE OF LOADING DOCK RETAINING WALL (TYP RELOCATE FIRE HYDRANT 87 ACOTD 67 LF AND ASSOCIATED VALVE 0/0 S=0.5 0 10 LF - 4"S S STUB -2 S PUMP -2 CONNECT TO S STUB-1BU ILDINGG PLUMBING DRAN CONNECT TO BUILDING PLUMBING < 66 LF -C ACO To S PUMP -1 14 LF - 4"S S=0.500/0 13 LF - 4"S UTILITY LABEL LEGEND STRUCTURE LABEL UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY SEWER, W=WATER, FP --FIRE PROTECTION) STRUCTURE TYPE CALLOUT xx XX XX ID NUMBER (WHERE APPLICABLE) N=XXXX-XX LOCATION (WHERE APPLICABLE) E=XXXX.XX RIM= IE IN = XX.X STRUCTURE INFO (WHERE APPLICABLE) IE OUT = XX.X PIPE LABEL UTILITY LENGTH I UTILITY SIZE I � XXLF - XX" XX UTILITY TYPE S=X.XXO/O as SLOPE (WHERE APPLICABLE) qTP1 ICTI IPF TVPF: CALLOUT DESCRIPTION CB CATCH BASIN LD LANDSCAPE DRAIN OF ROCKED OUTFALL PUMP 30 GPM SUMP PUMP PACKAGE RD ROOF DRAIN CONNECTION TD TRENCH DRAIN STORAGE DEPTH Y" UAY ITn nVPPI:l nW IMI F:T DIRAI G) KEYNOTES DETAIL REF. I INSTALL 2" THICK LAYER OF PEA GRAVEL OR OTHER NON -FLOATING MULCH 2STORMWATER FACILITY GROWING MEDIA PER SPECS. 3 DRAINAGE LENS COURSE (t - NO. 4 OPEN GRADED AGGREGATE). 4 DRAINAGE FILL PER SPECS. 5 PLANTING SEE LANDSCAPE PLANS. TYPICAL STORMWATER FACILITY SECTION SCALE: NTS die COP 5�}e_ �lo..Y� moi rna�i�r YL� �V�as �✓t S�o�-rs 0�- 5 Date Received JAN 3 1 Original Submiftak—wi-Y—k- SCALE 1 INCH = 30 FEET 30 0 30 60 800 Willamette Street, Suite 400 Eugene, OR 97401 0: 541.684.4902 F: 541.684.4909 www.koff.com z 0 0 Z) Ir F_ C1) Z 0 0 w 0 U. F_ 0 z STAMP orro PROFtcSS 56481 ALIGNED OREGON 19 A M EXPIRATION 6/30/2021 am I JOB No.: 1900321 DESIGNED BY: FIU/TV DRAWN BY: FU/TV CHECKED BY: ALB PLOT DATE: 1/30/20 3:37pm PLOTTED BY: ABackus DWG NAME: 900321-03UT.dwg TAB NAME: C3.0 0 cq w I. - co w 0 U_ Z w ce < Z < Uj 0 < 0 Z r o < yj Q"< ce LU SHEET NO. RECORD NO. XXXXX_Xx SHEET NOTES 1. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL BE DONE PER DETAIL X/XX.X. I 6 us 2. OFF-SITE (IN ROW) PIPE BEDDING AND TRENCH BACKFILL AND P p SURFACING PER CITY SM DWG P-100 AND P-101. Ig in 1900321 DESIGNED BY: FU/TV DRAWN BY: FU/TV CHECKED By: ALB Go 1/30/20 3:37pm PLOTTED BY: AlBackus fi 0 TAB NAME: C3.1 z 4 < -ti --- - --- --- ---- ---- z SHEET NOTES 1. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL BE DONE PER DETAIL X/XX.X. I 6 us 2. OFF-SITE (IN ROW) PIPE BEDDING AND TRENCH BACKFILL AND P p SURFACING PER CITY SM DWG P-100 AND P-101. Ig in 3. STRUCTURES LOCATIONS ARE BASED ON CENTER OF STRUCTURE. 4. INSTALL TRUST BLOCK ON FIRE AND WATER LINES PER DETAIL X & X/XX.X. (D UTILITY KEY NOTES NOT DESCRIPTION E I KILL EXISTING WATER SERVICE, BY WATER BUREAU UNDER SEPARATE PERMIT. 2 INSTALL X" WATER METER, BY WATER BUREAU UNDER SEPARATE PERMIT. 3 FIELD VERIFY LOCATION AND IE OF EXISTING XX" XXX LATERAL PRIOR TO CONSTRUCTION. 4 INSTALL CITY STANDARD CLEANOUT PER DETAIL X/XX.Xx. BWV BACKFLOW PREVENTION VAULT DC DOUBLE CHECK VAULT DCD DOUBLE CHECK DETECTOR VAULT FP CONNECT TO FIRE PROTECTION SYSTEM, SIZE AS NOTED. SEE PLUMBING PLANS FOR CONTINUATION. FTP STORMWATER FLOW-THROUGH PLANTER. ID AS SHOWN. IR IRRIGATION POINT OF CONNECTION. SEE IRRIGATION PLANS FOR CONTINUATION. CONNECT TO GAS METER. CONTRACTOR TO G COORDINATE WITH GAS COMPANY. SEE PLUMBING PLANS FOR CONTINUATION. S CONNECT TO WASTE LINE. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED. SD CONNECT TO STORM DRAIN/ROOF DRAIN. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AND IE AS NOTED. ST SOAKAGE TRENCH VIB VEGETATED INFILTRATION BASIN. ID AS SHOWN. VLT COMBINATION FIRE AND WATER VAULT W CONNECT TO COLD WATER SYSTEM. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED. UTILITY CROSSING. PROVIDE 12- MIN. CLEARANCE, U.N.O. UTILITY LABEL LEGEND DETAIL REF. 800 Willamette Street, Suite 400 Eugene, OR 97401 0: 541.684.4902 F: 541.684.4909 www.koff.com z 0 0 w F- 0 w 0 Isiss- 0 z STAMP XX/XX.XX B PRO-- wU��'��G�NFF `��•9' 56481 IALL 4GNiED OREGON >6 19 M. EXPiRATION DATE: 6/30/2021 STRUCTURE LABEL UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY SEWER, W=WATER, FP=FIRE PROTECTION) STRUCTURE TYPE CALLOUT XX XX -XX ID NUMBER (WHERE APPLICABLE) N=XXXX.XX LOCATION (WHERE APPLICABLE) E=XXXX.XX RIM= IE IN = XX.X STRUCTURE INFO (WHERE APPLICABLE) IE OUT = XX.X PIPE LABEL UTILITY LENGTH UTILITY SIZE XXLF - XX" XX UTILITY TYPE S=X.XX% -a SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT DESCRIPTION DETAIL REF. CB CATCH BASIN LD LANDSCAPE DRAIN OF ROCKED OUTFALL PUMP 30 GPM SUMP PUMP PACKAGE RD ROOF DRAIN CONNECTION TD TRENCH DRAIN DQ,'%te Received J A N 3 1 OnVinal Submittal SCALE 1 INCH = 30 FEET 30 0 30 60 z 0 CL w w 01 z 0 (n cr JOB No.: 1900321 DESIGNED BY: FU/TV DRAWN BY: FU/TV CHECKED By: ALB PLOT DATE: 1/30/20 3:37pm PLOTTED BY: AlBackus DWG NAME: 0 TAB NAME: C3.1 4 -ti --- - --- --- ---- ---- z 7 7, ----- ---- L=272.61, V..... 4 R --W.00' A4.601ow ABBB CHD=S8:VM*ft"E Z ------ 27L71' 21� ZL OVA 11,BMWABBBB 0 Q -MONO ",---NNWANO ownsls SS S 83'49' E 34.9!V, ti n. 0 3. STRUCTURES LOCATIONS ARE BASED ON CENTER OF STRUCTURE. 4. INSTALL TRUST BLOCK ON FIRE AND WATER LINES PER DETAIL X & X/XX.X. (D UTILITY KEY NOTES NOT DESCRIPTION E I KILL EXISTING WATER SERVICE, BY WATER BUREAU UNDER SEPARATE PERMIT. 2 INSTALL X" WATER METER, BY WATER BUREAU UNDER SEPARATE PERMIT. 3 FIELD VERIFY LOCATION AND IE OF EXISTING XX" XXX LATERAL PRIOR TO CONSTRUCTION. 4 INSTALL CITY STANDARD CLEANOUT PER DETAIL X/XX.Xx. BWV BACKFLOW PREVENTION VAULT DC DOUBLE CHECK VAULT DCD DOUBLE CHECK DETECTOR VAULT FP CONNECT TO FIRE PROTECTION SYSTEM, SIZE AS NOTED. SEE PLUMBING PLANS FOR CONTINUATION. FTP STORMWATER FLOW-THROUGH PLANTER. ID AS SHOWN. IR IRRIGATION POINT OF CONNECTION. SEE IRRIGATION PLANS FOR CONTINUATION. CONNECT TO GAS METER. CONTRACTOR TO G COORDINATE WITH GAS COMPANY. SEE PLUMBING PLANS FOR CONTINUATION. S CONNECT TO WASTE LINE. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED. SD CONNECT TO STORM DRAIN/ROOF DRAIN. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AND IE AS NOTED. ST SOAKAGE TRENCH VIB VEGETATED INFILTRATION BASIN. ID AS SHOWN. VLT COMBINATION FIRE AND WATER VAULT W CONNECT TO COLD WATER SYSTEM. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED. UTILITY CROSSING. PROVIDE 12- MIN. CLEARANCE, U.N.O. UTILITY LABEL LEGEND DETAIL REF. 800 Willamette Street, Suite 400 Eugene, OR 97401 0: 541.684.4902 F: 541.684.4909 www.koff.com z 0 0 w F- 0 w 0 Isiss- 0 z STAMP XX/XX.XX B PRO-- wU��'��G�NFF `��•9' 56481 IALL 4GNiED OREGON >6 19 M. EXPiRATION DATE: 6/30/2021 STRUCTURE LABEL UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY SEWER, W=WATER, FP=FIRE PROTECTION) STRUCTURE TYPE CALLOUT XX XX -XX ID NUMBER (WHERE APPLICABLE) N=XXXX.XX LOCATION (WHERE APPLICABLE) E=XXXX.XX RIM= IE IN = XX.X STRUCTURE INFO (WHERE APPLICABLE) IE OUT = XX.X PIPE LABEL UTILITY LENGTH UTILITY SIZE XXLF - XX" XX UTILITY TYPE S=X.XX% -a SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT DESCRIPTION DETAIL REF. CB CATCH BASIN LD LANDSCAPE DRAIN OF ROCKED OUTFALL PUMP 30 GPM SUMP PUMP PACKAGE RD ROOF DRAIN CONNECTION TD TRENCH DRAIN DQ,'%te Received J A N 3 1 OnVinal Submittal SCALE 1 INCH = 30 FEET 30 0 30 60 z 0 CL w w 01 z 0 (n cr JOB No.: 1900321 DESIGNED BY: FU/TV DRAWN BY: FU/TV CHECKED By: ALB PLOT DATE: 1/30/20 3:37pm PLOTTED BY: AlBackus DWG NAME: 900321-03UT.dwg TAB NAME: C3.1 Uj U_ z U 0 Z c0%j F_ 0 CL < 7- < Uj o 5; w 0¢z < Z w LLJ = r., cf) < < LLJ F_ z SHEET NO. C3.1 RECORD NO. xxxxx_xx IL4C in cp 3t M ci 0 MATCHLINE SEE SHEET C4.1 SD C" 426.54 RIM A#)-7 ArZ7 SD CB -8 , 77 427.23 RIM SD C13-7 426.00 RIM 0" U ji 01 429.31 &37 SD C13-3fE 'h. f 42$:40 428.88 } i tnl � "=mss cs 428.42 RIM 4 37 - (M Fr2.4 R \(a2s.st) SHEET NOTES 1 SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ONLY. 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY DIRECTION. 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES (ADAAG). GRADING LABEL LEGEND CALLOUT DESCRIPTION X.x7* GRADING SLOPE AND DIRECTION (DOWNHILL) SHEET LEGEND DRAINAGE FLOW DIRECTION GRADE BREAK SPOT ELEVATION EX. CONTOUR MINOR 50 EX. CONTOUR MAJOR DESCRIPTION LISTED BELOW. CONTOUR MINOR (FG) 0 CONTOUR MAJOR (FG) NO DESCRIPTION MEANS TP OR TG r �Xkxx XX DWG NAME: BOS BOTTOM OF SWALE BOW BACK OF WALK BS BOTTOM OF STEP BW BOTTOM OF WALL EG EXISTING GRADE FF FINISHED FLOOR FL FLOW LINE G GUTTER HP HIGH POINT LP LOW POINT RIM RIM OF STRUCTURE Tc TOP OF CURB TG TOP OF GROUND TP TOP OF PAVEMENT Ts TOP OF STEP TW TOP WALL Z—(Xxx.x±) EXISTING GRADE (MATCH WHERE APPLICABLE) SHEET LEGEND DRAINAGE FLOW DIRECTION Matro, Received JAN 3 1 Ogdgginal Shbmitltal-- SCALE 1 INCH = 30 FEET 30 0 30 60 800 Willamette Street, Suite 400 Eugene, OR 97401 0: 541.684.4902 F: 541.684.4909 www.k-off.com z 0 F- C) F- (1) z 0 0 Of 0 U. F- 0 z STAMP 55 5 PRO C31 N C 4F�p 5648 I L SIGNED' OREGON 19 M. EXPIRATION DATE: DATE: 6/30/20217"1 z 0 F- 0- cn LJ a z 0 cn 5-- LAJ cr_1 JOB No.: GRADE BREAK 49 EX. CONTOUR MINOR 50 EX. CONTOUR MAJOR 49 CONTOUR MINOR (FG) 0 CONTOUR MAJOR (FG) PLOTTED BY: CONVEYANCE SWALE Matro, Received JAN 3 1 Ogdgginal Shbmitltal-- SCALE 1 INCH = 30 FEET 30 0 30 60 800 Willamette Street, Suite 400 Eugene, OR 97401 0: 541.684.4902 F: 541.684.4909 www.k-off.com z 0 F- C) F- (1) z 0 0 Of 0 U. F- 0 z STAMP 55 5 PRO C31 N C 4F�p 5648 I L SIGNED' OREGON 19 M. EXPIRATION DATE: DATE: 6/30/20217"1 z 0 F- 0- cn LJ a z 0 cn 5-- LAJ cr_1 JOB No.: 1900321 DESIGNED BY: FU/TV DRAWN BY FUfTV CHECKED BY: ALB PLOT DATE: 1/30/20 4:07pm PLOTTED BY: ABackus DWG NAME: 900321-04GD.dwg TAB NAME: G4.0 C) C)04 cf) w cr w H U) QU SHEET NO. RECORD NO. xxxxx-xx co .a+ :O Q. 0) � U C 0 o m -c `� L- 0 -CM U E _ CL Nm O� 0) .- Q O)N O� /M N U- a_ MA R. SPORTS PROPERTIES LLC FAC I L I I Y EXPAN I SION Tax Map: 1 Lot: MIN 7-03- 1 5-40 600 PROJECT D R SPORTS PROPERTIES, LLC PO BOX 71130 SPRINGFIELD, OR 97475 (541) 687-1818 CONTACT: KELLY RICHARDSON, Applicant PLANNER/LANDSCAPE ARCHITECT SCHIRMER SATRE GROUP PLANNERS, LANDSCAPE ARCHITECTS & ENVIRONMENTAL SPECIALISTS 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OREGON 97401 (541) 686-4540 - FAX (541) 686-4577 CONTACT: RICK SATRE, AICP, ASLA, CSI rick@schirmersatre.com CIVIL ENGINEER KPFF ENGINEERS 800 WILLAMETTE STREET SUITE 800 EUGENE, OREGON 97401 (541) 684-4902 CONTACT: ANNA BACKUS, PE anna.backus@kpff.com SURVEYOR KPFF ENGINEERS 800 WILLAMETTE STREET SUITE 800 EUGENE, OREGON 97401 (541) 684-4902 CONTACT: MIKE PINSKE mike.pinske@kpff.com BUILDING DESIGNER— WAREHOUSE MORTIER ANG ENGINEERS 1355 OAK STREET SUITE 200 EUGENE, OREGON 97401 (541) 484-9080 CONTACT: BRIAN OVERSTAKE, PE briano@mor6erang.com ARCHITECT— OFFICE ROWELL BROKAW ARCHITECTS 1203 WILLAMETTE STREET SUITE 210 EUGENE, OREGON 97401 (541) 485-1003 CONTACT: JOHN ROWELL, AIA john@rowellbrokaw.com LANDSCAPE PLANS: 1-1.0 COVER SHEET L2.0 ASSESSMENT OF EXISTING CONDITIONS L3.0 SITE PLAN L3.1 SITE PLAN ENLARGEMENT SOUTH L3.2 SITE PLAN ENLARGEMENT NORTH L4.1 PLANTING PLAN ENLARGEMENT SOUTH L4.2 PLANTING PLAN ENLARGEMENT NORTH 1-5.0 HARDSCAPE DETAILS CIVIL PLANS: C2.0 DEMOLITION PLAN C3.0 UTILITY PLAN C3.1 UTILITY PLAN C4.0 GRADING PLAN C4.1 GRADING PLAN BUILDING PLANS: OFFICE ADDITION G001 COVER SHEET G010 EXISTING ARCHITECTURAL SITE PLAN G012 BUILDING ELEVATIONS- EXISTING A111 FIRST FLOOR PLAN A112 SECOND FLOOR PLAN A141 ROOF PLAN A202 BUILDING ELEVATIONS A209 BUILDING EXTERIOR PERSPECTIVES A211 BUILDING SECTIONS BUILDING PLANS: WAREHOUSE ADDITION CS000 COVER SHEET A210 FLOOR PLAN LIGHTING PLAN Date Re��� Aa 31 Original .63`.§m5.iY9Tf ►d rm N m D N D rnr CL ai Z L \\ ff iz o /Tj =0 { l rf- I �} f 111 I \ \ CAP, C f i Ci Cr E.' c i'i C c c c C. Ci = 4 1 f I SI � { C 1 • \ r! O'H t 511 t c c e c e Icl a ec ce e'�'� 1f r c c c c c c c c c c c c c { r At 3 t s� �\4� � � ,• t _. <. «; -- . - - - - - - - - - a : - ., t W ait f % ow f'S . _ - - - .. - _ .. - - - - . - - 1 11 { f I 4, _tom•. 2 - t ' ,3. i { # i [ a;} p •i3 �; - - 1 s PEN fff ,3 See Enlar even p �.� Sr ;7- .. :< t ..: - =' rt �! <�.,.,__�.' , -_._:. f �-• !; f'-r;m*!'-�'r ;--r/.:'tr;'�', I. I%/ li 1 fl Ir'i`I/i /11/Irl ! :11,��j. f •`f'. , i. �... 11 t f, l,F,':-� - , . - . , , f/1/1 f ✓J'r ; f. , f %f!. 1 1 / : ✓—r.�i P „� t Sheet ...-s' Pill Jf ie See Enlargement- Sheet nlar emen#-She# L-3.2 7 . � 3 f � - 3 19 41 23 r ` � t � � � £ � f ' "•s /Ali/'/f`f/!'!%f!•ffa/*'i/If>.ft`fli'`%f/fll,l-'r'I/t//,�/_." �fl�%ff''/� I '' '�' " �/�, `'!`tfr!lf�l/�,1 c `�;%*%/.!f/ ill f/'///!////I/fr',�/i✓fi'/= % - 4' • xi t ke N f € s addi#ibrt- f } + :0i - - - Z x S l F f. } , 5D SD,, SDit w { F T f 1 a U, 70 mill 30 SD , 3 i f;"` e1 --------._' - .:.:-..'•' f `� -j _ - etc. N e -_--- — 1 , �� A d E��i + ° - � t, """-•`..-, a _="'-,,,-----.---"'.���I�- a�� � �t.A - `' :� .:;ffTfTmf 89' a_ 5 -e 34.951, ss SC R4 = WAREHOUSE BUILDING ADDITION - OFFICE BUILDING ADDITION STANDARD PARKING SPACE (9'X18`) INCLUDES WHEEL STOP WHERE SHOWN ADA DESIGNATED PARKING SPACE (9X18') INCLUDES WHEEL STOP WHERE SHOWN v COMPACT PARKING SPACE (8'X16`) INCLUDES WHEEL STOP WHERE SHOWN CONCRETE PAVING -PEDESTRIAN COVERED BIKE PARKING AND TRASH SITE CALCULATIONS PARKING COUNT FRONT (SOUTH): 47 SPACES EXISTING EAST (PARALLEL}:14 SPACES EXISTING REAR (NORTH): 100 SPACES EXISTING REAR (NORTH).- 186 SPACES PROPOSED TOTAL: 347 SPACES- 64 COMPACT (18%) REQUIRED: 332 SPACES PARKING LANDSCAPE REQUIREMENT PARKING AREA: 64,002 S.F. 0 10 /o LANDSCAPE AREA REQUIREMENT: 6,400 S.F LANDSCAPE AREA PROVIDED: 7,914 S.F. OPEN SPACE REQUIREMENT TOTAL SITE: 14.08 AC. (613,758 S.F.) OPEN SPACE REQUIRED: 214,815 S.F. (3576) OPEN SPACE PROVIDED: 230,220 S.F. (37.5%) BICYCLE PARKING OFFICE: 1 BICYCLE PER 3,000 S.F. FLOOR AREA 35,109 S.FJ 3,000=12 BIKE SPACES 25% LONG TERM (COVERED) 3 75% SHORT TERM= 9 WAREHOUSE: 1 BICYCLE PER 6,000 S.F. FLOOR AREA 59,826 S.FJ 6,000=10 BIKE SPACES 25% LONG TERM (COVERED)= 3 75% SHORT TERM= 7 MANUFACTURING: NO BICYCLE REQUIREMENT file C�P�, 8ll Zo-���1�tZ Slee Y�lau� NLod, Ma�P/ IZi�prdsn Spo✓tS �9 3 AFB yyvx or'v Babe etre — r. LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 01-31-20 N w E LEGEND WAREHOUSE BUILDING ADDITION OFFICE BUILDING ADDITION STANDARD PARKING SPACE (9'X18!) INCLUDES WHEEL STOP WHERE SHOWN ADA DESIGNATED PARKING SPACE (9'XI8') INCLUDES WHEEL STOP WHERE SHOWN COMPACT PARKING SPACE (8`X16') INCLUDES WHEEL STOP WHERE SHOWN CONCRETE PAVING - PEDESTRIAN Rvc.%olved rg IZ n '"- M a 6 LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 01-31-20 N LEGEND A WAREHOUSE BUILDING ADDITION ♦� ? OFFICE BUILDING ADDITION + LANDSCAPE ARCHITECTS + STANDARD PARKING SPACE (MAIV) INCLUDES WHEEL STOP WHERE SHOWN S C H I R M E R SATRE 1Z ADA DESIGNATED PARKING SPACE (9'X18') INCLUDES WHEEL STOP WHERE SHOWN COMPACT PARKING SPACE (8!X16!) INCLUDES WHEEL STOP WHERE SHOWN cilyz♦ CONCRETE PAVING - PEDESTRIAN UJ lux, WO IM < IL 13 2 CL tu Ix Z, qj: WC3 W 12: X: :c 11- 0 Z ♦ 241' -PPCUTF ALL COVERED BIKE PARKING AND TRASH IL M a UJ C3 -C 51 UZI UJ co as 0 Dr' o0 vvsi 0 IE 421-91 -0 cc cc 20 0 CL Us 0 (D t � z 0 W 0 j 5 Rip 02 CL =0 *0- I'LL i UWJ OW X 0 k 0 W LL 0! W 0 1 L W T 0 -C C) E 1W C-4 0 0 tu Ul OL V14 t! C Mir: 0 Uj asi 3: z U0 two 4) E 0 13 12 -C LLI Zy W ca M: W 0 0 W �� \ g ry Cl} �� \ � ` `� \ ul T z 0 0 9x ow 0 CL 2!= Vi fn t>: Q C9 f— �-V ft4 '14, ft%*4*4 4s 0 ST 84 if 13 r'12 fj I END OF PIPE 1 i i y g _ %i }i \ s"e}}. } #$ � £} s.,..§S '2;' 1� ---------- - � F.NLARGEMENT SCALE: 1 2W -(r *0 D 13 ........... 8 IX A VIP f OT A. ACCESS � K r -A MtNff Doc. 1140- 2006-, 12,40-4 IN, ( 20` 100 existing S -7— / I 11 i I Al 'I G Concrete ramp- See civil Site wall! stairs- See Warehouse Archilectui J fire hydrant Bike S See CM Bollards 7 - 13,// 12 P, C Z, ii C 0 — --------------- C C C C C', C C C C, C C 12" G 12 6 coi ipad Denotes roof Landscape r6 conciI j z 13' 100 FOC-�, 3, -P 7ASEMIENT C_ C �,C 2-/�--�'3404 C- OHU Potential future t if 7 Pedestrian concrete r6 ............................ n I ioint I paving LZ fHJU (typ. Uj lee 4111 Fj 0 C C C C C C C C C C C C C L W W 13 12 M . t Relocata "light bollard J 13C�If xnpa( Bke rack (W.) 6 total- 12 4 z UM 0 CO) C C C C C 0 C C C C C C C 12 Painted Landscape Protect existing0 trench drain UM Z W Uj 0 C) CO) W See Civil 100 spaces 84 spaces 919 f 1% FRENCH '. X..- . DRAIN Uj UJ W < 0 z Ii I 4) I ro \'destrian 7 777- 7 r Remove bike paving remains IL x z M xVJ C C C G C C C C C C C C C 13 c mipac t 12 \Pe con 3ving pi rack W 5 2�- -L Flush Cc*o' n -,,Precast edstops U) CO) 4CL W z AS tA.,:,,4T 20FOOTBuP.A.AC ESSE F; ` , T* 5.0 0 LU O '&,car dias,\\ Painted crosswalks inftls See civil Pedestrian r6 See Site,,Ekk*ical plan /&increte paving \J�J5.0 \,,fainted crosswalks; See Civil Mj z LU W F z F _...., .r - .7' N, PO o 1JL CO) - - - - - - - - - - - - - - pP<- SCALE I" 3W - 0" 0! 1& 39 Revisions . . . . . . . . . . FFE43Z5, . . . . . . . . . . . . . . . . . . # Date Description .. . . . . . . wo CO of ods�ng Tie to existing End 3p - Enlargement cufroad �, of ElFuture Warehouse building addition this sheet e It Dam Rv.-,.-e..7nve,3` See architectural Mans 0 plans . . . . . . . . ----------- . . . . . . . . . . . . . . (17) 7y III r, . . . . . . . . . . . . . . . . . . . . . . . . . 7� T, C44 If t Z, 41 ig wall . . . . . . . . . - - - - - - - - - < < P, } - 0 LAND USE E cc E 0 . . . . . . . . 4 R EiN, H R , EN H L-Ri, VN - - - - - - - - - - - G A A rillt F < -4 ). I 4" TFE�, 0 < 161 DRA" . . . . . . . . . . . . t - , , -, - ".. -1, - , REV]_U_Ew SET THIS DRAWING IS I 0 I 11D 0 I Ilk 0- Al 0 N(ff Vri. FOR < Receiving New drive up door Shipping 3 CONSMUCHON U/ 14 01-31-20 C C Jul � I 1-1--��:-___ , � - � ) 11 - *: W i I i Z z � , I H 1 � ti 50 i // L I i �1� I � �,- NI I I I , 1� , :3 �� I i I if 1 1 V/ � t� i�z I I i I FX 7 C, I I if I I P�� :� E ,.,i I .1 i 'VI: -9 1-4 I j/ I � li//�, , f I � I I KI- D -4 1 ! � I 1 r/ , = E , I I-- S � I I 11 I 01 Ij , � 1 -5 zo I 1�;. a , I IV I - I I � I !�� A U-1 !P I z D �- ^4 1 it I �7 �.n 0 i ! = �; b ji � I 11 KI, Z W 0 1// ;X U z I 1, / It-, n z i I I 1 1 V 0 Lb � . r/ J. !:� I I I I I I I :) - � f ______J1I I LL_ I I I I V/ I I � �1 �� 1 I 1� tz I I 9, I - n � i q I Existing. landscape I I I 11, � � I to remain ,I I I ,I ! ! / i , I I . I I'll I � I i � I � /I il I I 1 1 ,11 I I I H t 11 �/�/ I I ; , I I!, "! I 01 I I I f � / 11 I i�'11 Existing landscape I IV. I / i 1) I I /, to remain I lvl�, I / 11 V/ I / / Kv'� I �� 11 411 K// RICHARDSON SPORT S HEADQUARTERS � I I V I r I K_ OWNER: R SPORTS PROPERTIES, U_ 1, I I i �11�_ DOC� NO. 20`11 2-01 4933 I / I i '� , �,� I I 11 -11 AREA = 611 3,758.4 SQ� FT. 1,114.090ACR t':C" , 11 I I I I Ai / I 11, I 1�� z I \ k 17 I 11 1�_'_, \ \ ,'I rx/ I f K11: � � \ f I i", V/ I 1�/� I V, I � V/ -1 N� , I V/ T 1) i , I , 1r/1,_ 1 0171 1 lk�'_ � � I �j +, 1 r 1 1i I '/ / T �_ 10� I � 11 , i"/" I I " I 1i I I i r// - 11 I It 0/ I I I I a I' I I I i 1��/", , 1 jV I I I i I/ it I K"ll , I 11 �111 111 I I i I I I 11 I _111 . 111, ! I , r I g lt/� 91 , I � 14�' 0 f0l 0 � �Poi i.. ;, � �. , � 1, t I - - -, _��----,' _1� � - - � 0_�_� GENERATOR 1=11, 0 cc rX 1A U kj It I V/ . I � - - CO I I / i I I 1�11 :�l 0 0 1 I I fl"\ ;�/// (30) Autumn Joy Sedurn I � . - I //^1 I I / ,I / 1141 - I $ 1 1 ", I I f� " I I I / ,; � / � � � � � � - - - I . I - � I . 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I 11 CA I I . 0- - 4. --- ., __ � I I < � M ----__ �__ I �1 __ ���,/ - I � I __ - SD 7T_ I � . if W ,-� "! �7�-, , � � `79 __ 4_P_ I ____ � - � I . . _� I - I -, , - I - I 0 ------__ , - . � I - - - <,-j 41 1 - I I - � L�_ - - . SS * ------------- , . (A . VV ______1 ���� "O . - . � � .. -----�ZA - <7 . CL I ____ i��, - � SS -------_ C: . 0 - " th, - . I — a-- - LANNOOLM 0 W -2 to .r - Q PLANTING NOTES PLANTING DETAIL LANDSCAPE CALCULATION W_ C: In a- . PMWNG LANDSCAPE REQUIREMENT 0 1. NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR APPROVAL FROM LANDSCAPE ±! PARKING AREA- 64,002 S.F. (A ARCHITECT. 4^ .,&* %4 10% LANDSCAPE AREA REQUIREMENT: 6AW S.F- i5 - M __ 0* LANDSCAPE AREA PROVIDED. 7,914 S.F. 0. 2. MAKE MINOR ADJUSTMENTS IN TREE SPACING AS NECESSARY TO ACCOMMODATE THE . 0 :L_1 IRRIGATION SYSTEM AS INSTALLED. !2 0 a - 0 gn � ell,,, =) 3. NO-nFy LANDSCAPE ARCHITECT OF ANY DISCREPENCIES IN THE LAYOUT OF WORK I -0 PRIOR TO THE EXECUTION OF THE WORK � 13� A0 C PLANT AREA CALCULATIONS ca - 0 < 4. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXECUTION OF 0 r % PtAs,nc CHAIN TIE OR EQUAL IN FIGURE 8 V if �EE STAMES 0 WORK REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT Tx2*xW MULCH 0- tA CONTRACTORS EXPENSE AND IN A MANNER APPROVED BY THE GENERAL CONTRACTORL OW X r LONG PERFORATED PVC C PIPE FILLED WITH PEA GRAVEL � 0 #A IMPORTAW- OPEN SPACE REQUIRED 214,815 S.F- -so 5. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXJSTING TREES TO REMAIN FROM Rodamn .- ca to be a n**nm 10% LANDSCAPE AREA REQUIREMENT: 6,400 S.F. .A-- ABRASION AND COMPACTION. Do NOT CUT LIMBS OR ROOTS LARGER THAN 3- IN PLAiNT of Irabowfirig gracke- U DIAMETER WITHOUT PRIOR APPROVAL OF ROOTS LARGER THAN 30 IN DIAMETER FewiWrim I TREE (7) arid 4 SHRUBS (5 gaL) REQUIRED PER 100 Ce I ) S.F- RECKWED LANDSCAPE AREA 6� WITHOUT PRIOR APPROVAL OF LANDSCAPE ARCHITECT - V_ --f" 6,4001 100= 64 TREES AND 256 SHRUBS REQUIRED Co � ni A BACI(FILL LAWN OR GROUNDCOVER MAY BE SUBSTITUTED, 2 6- TREES AND SHRUBS PLANTED TOO DEEPLY WILL NOT BE ACCEPTED- SEE TREE F11haWw"andw3ter0mmu" UNLESS REQUIRED FOR SCREENING - .4% PLANTING DETAIL. . befaebadcIffffig. .5 TREE PEDESTAL -W UNDISTURIND OR — Prepme subsW to Wevat sellfing PARKING AREA: 64,002 S.F. -� COMPACTEDSUBGRADE la 10% LANDSCAPE AREA REQUIFZEMENT: 6,400 S.F. U -0 0, IRRIGATION SYSTEM NOTES lb(ISOMABL-4 I TREE= (7) and 4 SHRUBS (5 gal-) REQUIRED PER 100 S_ I a- 19 Of roaams S -F. REQUIRED LANDSCAPE AREA :;� SIPJMT TREE NOTES:- 6AW 100= 64 TREES AND 256 SHRUBS REQUIRED '5 0 PLANT STREET TREE AT LEAST 7-W BEHIND THE CUM LAWN OR GROUNDCOVER MAY BE SUBSTITUTED, 0.& 1. IRRIGATION SYSTEM TO BE INSTALLED IN ALL PLANT BED AREAS. 0 PLANT STREET TREES NO CLOSER THEN 5! FROM ANY U < UTILITY FEATURE. UNLESS REQUIRED FOR SCREENING 6-a I U 0 INSTALL ROOT BARRIM VYHEN TFEE IS PLANTED .W 2. IRRIGATION SYSTEM TO BE AUTOMATIC ELECTRIC SOLENOID CONTROLLED UNDERGROUND VWTHIN V OF STF agET OR SIDEWAUC I & . I- SPRINKLER SYSTEMWITH PVC PIPE AND FITTINGS, BACKIFLOW PREVENTION DEVICE. 0 2, om x Z LONG PERFORATED PVC PIPE FILLED WITH a- AUTOMATIC CONTROLLER owmm RAINBIRD OR APPROVE[)). ELECTRIC REMOTE PEAGRAVEL i W CONTROL VALVES (RAINBIRD PEB-PRS SERIES OR APPROVED), WITH POP-UP SPRAY I A � , I 1�1—� , / , -1 . , < �,;/ I ; I / I I I i !�\ I I __ ( ��� I i i i i I I I! i I 1A a- SPRINKLERS (RAINBIRD 1800 SERIES OR APPROVED). ALL VALVES TO BE LOCATED IN W Ki� TREE PLANTING DOEVAUL E UNDERGROUND VALVE BOX (CARSON OR APPROVED). AUTOMATIC CONTROLLER TO BE KT.S_ - . � :E LOCATED IN WEATHER PROOF LOCATION. L6. U (A --:i. 2 - I i �w � - Comments � -i I I �, 1 Abies frased Frasier Fir 6-V � � I i 3 Acercircinatum I,< 2" Cal I � � I 1 Acerpaimatum'Bloodgood' �11 &-W � 4 Acerxfreemanii'Jeffsred' ,In 2" Cal - j I 4 Calocedrus decurrens �* T-8' I t I *0 -1, I I i I .( �, F-1 - 3 Ginkgo biloba'Autumn Gold' 13 - W Matched, evenly branched - I It I N 'A 2" cal 1 0 Scarlet Oak V-89 Matched, evenly branched . 0 \ , III I 0 I I ,I V1 1 , , 167 Choisya temata , _4 I I P I 1 1 22 Fothergilla gardenii Dwarf Fothergilla 5 gal - 140 Helianthemum nummularium WsleyPinW Wsley Pink Sunrose / I I 1 0 Spiraea douglasii Douglas Spirea 5 gal - 1 it � 239 \Abumum da%4dii David Viburnum 3 gal- III' I t— � It PERENNIALS fEi I I * I I I A I Albo Marginata Hosta -1 i . I I � /11 I �C" I I 0 0 -4 1 I I j ----' / _____ I I /I 11 � I � i �/ --- � I I` I i 0 I I i -J, i I , I I I I \ I \ I 11 11. I � � i - i It 11 � I - I --i \ _1� I ,� � Q11 -I- 11 TIR -,. — &I -0- I \ 10 I I i I � i i � i I I � � � , I i I I t I � � 0 1 1 , 1 i I a — i I � I - , I � /' / �11 , � I 1 1 1 1 1 � I I , , - I * � �� -r- h-0 z i � 0 I I I � i I � \ , , 2�,, , � � � � i I / ) I � I — I I I I U I � i � I � � G�, 1 1 1; i 1 i � . I Z , I z I i� , I I ,� � 1 � � � il I . , i � I I � � i - , 1� t � , 1 � I I ,'I ! � j� A �� -,� " N ,� i �Iz , -7� 1 ; i 0 1 I, � I il, � G) I ��,, i 1 I � � � � � � 11 I � �,-�� � 1 1:4 � 0 � � i C�� � � I , � _�,v , , k, ; 1, N I I I - IR 0 A, 11 , I I:VLTi I ; icV 0 1 1 1 / / 11�� \ I I I I � — 1, CL I . _".7", i'l - .. , ), - I I 1, ,.A ) "�' 1 ` _� I � I � :E ! � i 1 �, , � / I I - . . I I � " I I � I fi it, IT , \ �, , ct� I ,I i I E�rl I - , , , . I �� I I - � i i __�_11 � - I � 17, 11 � _______1 I i I , 7� i , , , \ ��, , ,;��v / 11 - 11 - ,�� , I 1�_� � � -1-1 , 'A� ___ , I - 19 1 , � X, I/ ��'_c VVI 11 \ �, : I I �p , �9 / / - I \ 0 wi� I ,I I - '11 \ - I Hir\ y"I"i I'V� 101 I , ,; � - \ �— , �� , �,,,�' i ��l V7 1�� a � -,��/'-,i, i I I i/,, / N41 1�1 � � "i ii k;, %%'—�:�' 0! � .. ;� 0 - ,_ —7 �� , , ��_ " , 7, G / , I - -r.--, �. I j a 0 1�9�1_ :���_ - - Z---- - - 11 ! 1 i 11 Z114 �,,_, - W 1111 1, W __5_:z____j_ 7- _�___:�_ I . ,:_:�__ 1:� . � , <;`1, �� \ . - I - � , S 89*49' " E 34.95' :�: -A � - � � , - - - I �. 1�� . . � F 7- i 16 . � __ I . I I i SD -, ; " U � �� I �� SD* i - r � , � - " � , . , � I I I I I 0 . I d-, ______ I �� �� �� �� LEGEND I0 . PROPOSED TREES, SHRUBS, I AND GRASSES AND PERENNIALS . C) — 0 EXISTING DECIDUOUS TREE TO G) REMAIN - - __ �..._ - I--- � . - - . . . - _.__. - - _,�� - - - - - - - - __� I __ .-.: - LAWN - � - - - - --_, ___ -1 - .-: � - E - -----I - - . . . - - - . - . . . . . . . - I - - - - GROUNDCOVER . , - . - . . I I -, - -1 - , \', \ STORMWATER PLANTING I MASTER PLANT LIST Qty. I Botanical Name Common Name Size Comments TREES I - I 1 Abies frased Frasier Fir 6-V I 3 Acercircinatum Vine Maple 2" Cal . Matched, evenly branched 1 Acerpaimatum'Bloodgood' Bloodgood Japanese Maple &-W Evenly branched 4 Acerxfreemanii'Jeffsred' Autumn Blaze Maple 2" Cal Matched, evenly Eriinched 4 Calocedrus decurrens Incense Cedar T-8' 4 Cercidiphyllum japonicum Katsura 2" Cal Matched, evenly branched 3 Ginkgo biloba'Autumn Gold' Autumn Gold Gnkgo 2" Cal Matched, evenly branched 3 Magnolia x soulangeana Saucer Magnolia 2" cal Matched, evenly branched 1 I.Quercus coccinea Scarlet Oak V-89 Matched, evenly branched I SHRUBS 34 Abelia grandiffora'Edward Goucher' Edward Goucher Abelia 5 gal- , 167 Choisya temata Mexican Orange 5 gal. 63 Cistus'Bennetrs White' Bennetrs White Rock Rose 5 gal - 22 Fothergilla gardenii Dwarf Fothergilla 5 gal - 140 Helianthemum nummularium WsleyPinW Wsley Pink Sunrose 5 gal. I 1 0 Spiraea douglasii Douglas Spirea 5 gal - 239 \Abumum da%4dii David Viburnum 3 gal- t— PERENNIALS * Marginata' Albo Marginata Hosta I gal - 125 Lavandula xintermedia'Niko' Phenomenal Lavender l gal. 44 Sedum spectabile'Aitumn Joy Autumn Joy Sedum I gal - 950, Iris tenas Oregon Iris 4" pot I Jd�ES 10 Lffiscanthus sinensis Maiden Grass I gal. _ 2200 Juncus patens Spreading Rush 411 pot 1 1400 Carexobnupta Slough Sedge 4�'pot — I GROUNDCOVER 130 Pachysandra terminalis Japanese Spurge I gal ' 1 1126 Prunus laurocerasus'Nbunt Vernon' Mount Vernon English Laure I 1 gal. 40 Rubus calycinoides Creeping Bramble 1 gal. FA� C Copq I I V�_2D_0000?9t_ "PE � S - � hf�l R41 fvwa f"Oy"', ."'), xy-ts 1("Wwasm S� ?� 60� MB - i D at'n�o- R I ce c s I v e � d 11 I jz,1tJN10`1 1 211u?'?1,1`1_ 01 r, * ,,,,i� 't 31 qyk\� ,,fT, -IM i f ��: �n al [-�, ui � ___ �, — STORMWATER PLANT LIST I - STORMWATER PLANTS ARE ALSO INCLUDED IN THE MASTER PLANT LIST. 2- STORMWATER PLANTS INCLUDE BOTH PUBLIC AND PRIVATE STORMWATER AREAS ASSOCIATED 3. WITH THIS PROJECT. 4- PLANTING BASED UPON STORMWATER TREATMENT AREAS OF 1,990 SF_ 5- PLANTING SELECTION AND DENSITY FROM EDSPM APPENDIX 6B APPROVED VEGETATION LIST. Oty. 113otanical Name _TE�M_mon Name ISIze lComments I - I GRASSES I 1,400ICarex obnupta Slough Sedge 4" pot Plant 12" o.c. - 950 Iris tenax Oregon Iris 4- pot Plant 127 o.c- 2,200 Juncus patens Spreading Rush 4!'pot Plant 12" o.c. . SEED MIX m LAWN I Seed Mix Supplier Amount Application Rate . I PT 870 Clean Water Services Pro Time Lawn Seed I 0 lbs. 7 lb. per 1,000 sf I Low Grow Swale www.Rrotimelawnseed-com . I . Phone: 503-329-7518 1 - --- - --------- _j I- - __ -f— STORMWATER PLANTING JUSTIFICATION Rain Garden - North I I Based on a facility bottom area of i,600 sf I I - Plant Cateaory Minimum Required Actua I Count Groundcover 1,600 - 1,600 Rain Garden -South Based on a facility bottom area of 600 sf Plant Calecory ,Mnimum Required . ,Actual Count lGroundcover 1600 1600 LAND USE . REV1W - ]LIP -JW SET THIS DRAWING IS NOTFOR CONSTRUMON 01-31-20 5 > f D i f - C 5 � j ! � = 5 D Fi )� 4 R t LINE OF ROOF THaW4ED CONCRETE @BIKE SHELTER SEE DETAIL THUS SHEET CONTROL J094TS EQUALLY SPACED 13' TYP. BIKE SHELTER BASE VELODOME SHELTERS, 888.995.80, CAST IN PLACE care WORM 3i .r r, TYP www. coo Pte, BR WWAY • IlD�ELDMINIMUM BAR CLEARANCE OOF 2. A A • • o �• • VEL SM-TERS, 888.995.81 O. BAR MUST MARE ta' , tart •COL€ TO BE APPROVED BY Cam RPB S PIPE RPSHDHOOP STYLE MODEL. ROUND OWNER 6'3f IMNUSCOMPACTED (544)996WIX) + RUDGEFIELD Z OVEN AP M CK KID A LEAsr DR�t THE As +COLOR TO APPROVED BY s s • BYAASHTOMEHODT-99 2'DwcvsPACED Z4r OWNER +I RACK STEEL PE IE EF O :F — <.. am 1 4 CORROSM RESISTANT EXPANSION ANCHORS, • s • • n6.0 f7 fl Q o O I31frDIATYPC;%OF fl 0000000Q�QOQ�fl 4 EACH BASE PLATE THICKENED SLAB -fl Q SEE DETAIL THIS SHEET flfl A4 L BAR O36.O.a • • ME RA"(- 3 TOTAL (SIX • + 4 (3)#4 comnNuous BOTTOM REBAR SMEWALKOR m es N CONCRETEOMEN tXACTEDOt UNDISTURBED SUBGRADE SHELTER re a T' a a d v ,Q„o 0 o Q o 0 0 0 0 0 0 0 0 0 0fo pa Q<I 0f 0Q0S S Afl[�Q€S Qf}QAfl()©nQnQ/ BIKE SHELTER- PLAN VIEW SCALE: N.T.S. BIKE SHELTER- ELEVATION SCALE: N.T.S. 1111 i i 11,111 ■ i _:, In In 0 N 0 tv a D u 1 6 n 3 a C 3 3 a L u 0 u 1 u ) 6 1 i J ) L 1 0 3 6 i i 1 a i r) l i i C i 3 i i i 3 SCALE: N.T.S. BIKE RACK SCALE: M.T.S. SCALE: N.T.S. MAMMERCURISSIMMOWEIL(= TTTFSTM PIASM CAPPED all — ntllmIi MUS 6.4- Loth tr tai as 00kk=slhPmcast* r -e PO Box 323 OnMM 970704)323 Tet (SM 682-21114 FmC (5M) 68' -2W PRECAST WHEELSTOP SCALE: N.T.S. Fl 'e �tl-2o DO 0 62� TY�� S�Ee o��n ma rnc�j6� �i . j a" g � 4 LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 01-31-20 + LMOSCAPE ARCHITCM + I Z d ui 1-olr-�x r I - w w Q M r z 00Qw¢ uia�g(L Otu 5�=o00r=- CL r r► z0C:jc.)QOQ UJI :z w ju zz -cc =aCox O 0E; u �- 0. to ULI ; O w O 0wzw r :E0tuI.—<X< d' tun-uJ I-- x o W O nizI-I-��o O Q00w2!5w H LL ZcOzaOc� o� z QV- -a'�ZztWMco O 0O wt_c>:� V3 N d0" V z:a> =� ®m Q. <Mus =Qx OG 5 Q. 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