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Plans (11) BUP2020 -00119 rr►�E copy OFFICE COPY RECEIVEDQc PRO.-`s . :. ;rL;mAtts�tct# " APR 2 8 2020 �66972F) ' A �srrtR*asE t t :Sft t• 'in11t Cntpa�llte1« E BU14IT"0 F n OPY oRI i /V GAY 9, 1��\� v trr comes t T jH fWMtft W to I 04*v EniwE RENEWS 12/31/2020 . . ♦Tl 'biirrT 19 RET MM°W&L � N r , MI!#t11 G+rwL1a w STAL "ER C= OF TIGARD ffCESi t °4 REVIE`. D FO It CJDI. COMPLIANCE ! s 1: ' 3,EfE„t Ctt+±, I.ikt'#� �mRiErc Il:yyi APProi A: t") OTC: [ ) s• _ ( L,rt:Et`t {t a ' 0,R,* E>E.CaMsRS�Co,lwnT mmWaK,ulxrERAiEy°COl+mwq$ / E N,OraM i'x.• OG / Permit . : B o 10 1.0-00 1EXIT 291 y Address: �fy qyr � ,,,^v, rQL Rsttsltlft aFx1oid Saitc #: UMR / NOR. y By: Date:S w— P W ## O ffCESiM �w Rot tw4* At G. L L (y)[ '. t•• .k 4?;tLr 'ri#i'I tl' 4k!'.. - I. V _ .. .. O T z a- N 1upt1 FMHMr Y+ddft1 f MMI rN trPa R M R1T# t; ♦ r ac.x4 %� (G•0*0m* #tV wc ' SR"�9 "1�}� �L RUY0.2gtR K D lY... 0 Iun \ ' {� 00 cD r w1Ci�AE14AM}CTIA I'tsttllllif+sltti k t1ClI Ntaat>!r *', \` S p N N T7 w V4 iIttL1 aW (D(D a PROJECT SITE 1t#r ,, i ,. ® w 00 ',tea 'T �� '` y aapss Elq •L .rzs EIp 1 .t m F- Ln Lo ' Alm I T0a',00 47 um4M1. '• � • LIORCIlll.t CLIC. � , . . . ��E�/{, CW9 iAN4f �AXS EW y' = t#lu!�I4M °lllYpCP SW DURHAM ROAD A° W a y S x r R°,FR NCI!urt A/K O #j EL Af Aft m x prRTpR 3 .ii,Rlrtcoo& ♦ Z v ` Citi bst �a f�,. srF V06 Y/ k'rP .j E'k'L 7[ �"' ■rte-7{ M% - c iii ' ma =**±„YIM"M�rc1s�R� t z 6 � w110��nt'a^ti�L f ?$.eats it ^n t I p t5 :. t a4' YM MwwL�i•t ijr „ - � EXIT 290 , LLJ N N VALIDITY OF PERMIT U) THE ISSUANCE OF A PERMIT VICINITY MAP 2 SITE MAP BASED ON CONSTRUCTION Q 1 DOCUMENTS AND OTHER SCALE 1 "= 40' - O" DATA SHALL NOT PREVENT Cjo SCALE NTS O THE CODE OFFICIAL FROM REQUIRING THE CORRECTION t OF ERRORS. OSSC 105.4 CITY OF TIGARD AP®rc`.c.I', � 13.nning 9) c\j D a CSD) I�Iis: sL z n � O m - 0 1 np0 ENTRY A�n D SITE MODIFICATION v �n BLDG.#: PBC BLDG.G (PBC197) W m U CONSTRUCTION NOTES sw DURHAM ROAD MINOR MODIFICATION PERMIT#MMD2019-00032 a ca CD � PORTLAND, OR 97224 WASHINGTON COUNTY TAX LOT ID 2S113AB1400 ~ 1 . ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST REVISION REGULATIONS AND CODES AND O.S.H.A. STANDARDS. CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE CONST. TYPE.: III-B ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT PROJECT NARRATIVETHIS BUILDING HOUSES VARIOUS TENANTS INCLUDING THIS TENANT. THE EXISTING 1 . 04/27/20 PROJECT CONSISTS REMODEL OF EXISTING E 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL , " BUILDING IS A SINGLE STORY BUILDING OF 45,773 SF AND IS FULLY SPRINKLERED. THERE IS 2• OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH FRONTAGE ON ALL FOUR SIDES OF AT LEAST 40 FEET. REPLACEMENT OF EXISTING STAIRS TO SUITE 73744 AND ND A ASUITE 73DDITION OFF NEW 3 DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS THE PROPOSED IMPROVEMENTS ON THE PLANS. ACCESSIBLE SIDEWALK FROM PARKING LOT TO SUITE ENTRY. (2)NEW ACCESSIBLE ALLOWABLE AREA PLAN SHEET ARE BASED UPON FIELD OBSERVATIONS BY THE ENGINEER PARKING STALLS TO BE ADDED. WORK ALSO INCLUDES MAINTENANCE 4. AND BOUNDARY SURVEY PREPARED BY WESTLAKE CONSULTANTS INC., 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT REPLACEMENT OF EXISTING WALKWAY TO EAST SUITE ENTRY TO ADDRESS ALLOWABLE AREA 23,000 (IBC TABLE 503) 5 DATED JUNE 14, 2019. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT DETERIORATION OF CONCRETE. TOTALSPINKALLOWABLE 46000 SF (IBC 506.3) TOTAL ALLOWABLE AREA 69,000 SF 6. FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK PORCHES, SIDEWALKS & RAMPS, PRECISE BUILDING DIMENSIONS AND OWNER: PACIFIC REALTY ASSOCIATES, L.P. IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 15350 SW SEQUOIA PKWY,SUITE#300 SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF PORTLAND OREGON 97224 DRAWING INDEX THE SITEWORK WHICH WOULD BE AFFECTED. 5. DIMENSIONS SHOWN REFER TO FACE OF CURB, FACE OF BUILDING OR TO (503)624-6300 (PHONE) THE CENTERLINE OF PAVEMENT STRIPING, UNLESS OTHERWISE NOTED. (503)624-7755 (FAX) 3. CAUTION - NOTICE TO CONTRACTOR ENGINEER: MATTHEW H.OYEN, P.E. CO VICINITY AND SITE MAP & NOTES 6. ALL ON-SITE PAINTED STRIPING SHALL BE WHITE, 4" WIDTH, DOUBLE PACIFIC REALTY ASSOCIATES, L.P. D1 DEMOLITION AND EROSION CONTROL PLAN THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION COATED. SEPARATE COATS SHALL BE APPLIED NO SOONER THAN 4 15350 SW SEQUOIA PKWY,SUITE#300 Cl SITE IMPROVEMENTS PLAN AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS HOURS APART. (CONTRACTOR TO REFER TO PROJECT SPECIFICATIONS PORTLAND OREGON 97224 C2 GRADING PLAN PERMIT ISSUE BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, FOR ADDITIONAL PAVING MARKING REQUIREMENTS). (503)603-5492 (PHONE) C3 CIVIL DETAILS MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE (503)624-7755 (FAX) C4 CIVIL DETAILS L1 LANDSCAPE PLAN L2 LANDSCAPE PLAN \ INC" PRO F ' IR W/YPC MARKED 6 O DEA INC ol OREG O� a .. ELECTRIC POWER LINE EASEMENT ': I� ��GlY 9 1p4�\\ DOCUMENT NUMBER $6031009 / - 1 FILED JULY 15, 1986 / I °� 1" REBAR FOR BAG REMOVAL 9jFHf W N. �y� WASHINGTON COUNTY RECORDS RENEWS 12/31/2020 FD 5/8" IR W/YPC MARKED / coy "DEA INC" CATCH BASIN GRATE SAMH RIM=147.33' IF IN (12",SE) 134.5' UTILITY IE OUT (12",NW) 134.4' DROP NORTH �e oo n ° CATCH BAST CROSSWALK- �o ,� 20'°,a ° d PEDESTAL a EXPANSION RESTRAINT a p L1J / - O ADDRESS SIGN ON a O CONC. PEDESTAL a d BUSINESS SIGN ON O �y z CONC. PEDESTAL 3 752. !ll/// G\ ,0}: STORM PIPE LSI S / �G N GO ° e O Q r P wv ° / AC / ra 4 = W 00� LOCATES END vi a C0 I` O '1 0201 z O O 0 C0 Co RAISED BRICK o T G,P - ° a ° d O 00 PLANTER .tea G,pe AC A - a a _ a ° �f �W L0 Lo 5 WOVEN \�l r 0- 0-LL c O 30' 152 3 p FILTER SACK 44 ix BUSINESS SIGN ON x 154.8 1 5' 10" nom_ CONC. PEDESTAL 1542 6 � �, CATCH BASIN INSERT O\ GJ 0 A. z ® 7.5' j ° O� / qy GOAL. 0 t 0" <u t2,. O 8.. �'\\\ S'O LOCATES END "' /� 1.5'.6' \� O Q `LOCATES END 15 .1 7.7' 7 ° .. cp. 0 1.0' c _ --. ° - ---� " cL - -- -- - NOTE:- - -- -- - -. 6 � 5.2' 27,g' ��' B FOR FURTHER INFORMATION rr o 2.1' 154.0 0 1.5' 1.5'O 1. RECESSED CURB INLET CATCH BASINS 5' Tti. MUST BE BLOCKED WHEN USING FILTER ON DESIGN CRITERIA SEE am Q `�{ O \ 0 54.0 2.3' o �d' x a.4 FABRIC INLET SACKS. SIZE OF FILTER CHAPTER 4 O CLEAN WATER 0] � STAIRS O 16 i � c,, SERVICES EROSION PREVENTION � /° W/ RAILI 31.9' \ fl -1 \ 1 .i FABRIC INLET SACKS TO BE DETERMINED AND SEDIMENT CONTROL fn 1.5' BY MANUFACTURER. PLANNING AND DESIGN MANUAL. o "• O� MONOLITHIC CONC. 6,. O z 0 CURB ISLAND � 1 9 6q 1.5' / ° 2 O., \` 11.5' 7.6' O J 0' 20" 153 1.0' t5' 4 O G / 5 � 5' O t2. INLET PROTECTION ` m U / 18" ADDRESS PEDESTAL `� 154 1 ` FF=154.4' „�'� TYPE 5 �eaIIW r Services �/ �• LOCATES END/ .6 ° MAILBOX ON ya/ DRAWING NO. 920 REVISED 10-31-19 30.2 4 AC oP. ° /5 LD i.5' x CONC. PEDESTAL Z c^ �, 154.0. 16' SCALE 20 0 10 20 40 wv - O ---1.0' icv W � t .. -2.3' 1.5' x UTILITY DROP, �3J 154.0 NOTES: n SOUTH EAST F 2r p 1 IN = 20 FT ^ 154'0 yt 1. WHEN RAINFALL AND RUNOFF OCCURS,A KNOWLEDGEABLE AND EXPERIENCED PERSON IN THE PRINCIPLES,PRACTICES, v J x 153.7 - N v INSTALLATION,AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS WHO WORKS FOR THE PERMITTEE MUST PROVIDE DAILY O �\�CONC. FLUSH \ \„ Q- \\ 14'. / / / � . \� 1 4" p2 � INSPECTIONS OF THE EROSION AND SEDIMENT CONTROLS AND DISCHARGE OUTFALLS. 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER 1 THROUGH MAY 31ST EACH YEAR. If 3. DURING WET WEATHER PERIOD,TEMPORARY STABILIZATION OF THE SITE MUST OCCUR ATTHE END OF EACH WORKDAY. N4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE AT ALL ui ^ n PLAN ^ ^ ' TIMES DURING CONSTRUCTION.THEY MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF 1 D E M OSE R O S I O N CONTROL ONTR O L P L L] N EXPOSED SOIL IS ESTABLISHED. Q L I V I I 1 V I V 1 V 1 1 //�� VV S. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION. D 1 SCALE 1 "= 20' - 0" 6. SIGNIFICANT AMOUNTS OF SEDIMENT THAT LEAVES THE SITE MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED BACK ON THE SITE AND STABILIZED OR PROPERLY DISPOSED. THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS.ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PREFORMED ACCORDING TO THE OREGON DEPARTMENT OF STATE LANDS REQUIRED TIME FRAME. 7. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS,DRAINAGE WAYS,OR WATER BODIES. 8. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS REACHED A HEIGHT OF 1/3-RD THE (D N BARRIER HEIGHTAND PRIOR TO THE CONTROL MEASURES REMOVAL. W CY) 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY 50% U AND AT COMPLETION OF PROJECT. O N O 10. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE,APPLICATION,AND DISPOSAL. N U` 11. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES,USED OILS,CONTAMINATED SOILS,CONCRETE WASTE,SANITARY N Q Ir WASTE,LIQUID WASTE,OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION. 0 07 Q 12. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS. NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS MUST BE MINIMIZED. TIME RELEASE FERTILIZERS SHOULD BE USED AND U -O (b CARE SHOULD BE MADE IN APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE. a ✓_� 13.OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND 0- SEDIMENT CONTROL MEASURES,IN ACCORDANCE WITH CURRENT CLEAN WATER SERVICES STANDARDS AND STATE,AND FEDERAL T REGULATIONS. REVISION t� 14. PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BOUNDARIES OF THE CLEARING LIMITS,VEGETATED BUFFERS,AND ANY SENSITIVE n AREAS DEMOLITION/EROSION CONTROL KEYNOTES PERMITTED BE ON THHISE PLAN SHALLBE ITS.THCLEARE WNER/PE MI THE FIELD.MAINTAIN IN THED LI APPROVED, THE DURATION OF PERMITTED BEYOND THE CLEARING LIMITS.THE OWNER/PERMITTEE MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE 1 . 04/27/20 PROJECT. NOTE:VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. 2. 15. PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BMPS THAT MUST BE INSTALLED ARE GRAVEL CONSTRUCTION ENTRANCE, OOREMOVE CURBS PERIMETER SEDIMENT CONTROL,AND INLET PROTECTION.THESE BMPS MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. 3.SAWCUT AND GRIND (OR REMOVE) EXISTING PAVEMENT. PROVIDE CLEAN 5 16.IF VEGETATIVE SEED MIXES ARE SPECIFIED,SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER IST;THE TYPE AND PERCENTAGES 4 STRUCTURAL EDGE ALONG SAWCUT LINE. OF SEED IN THE MIX ARE AS IDENTIFIED ON THE PLANS OR AS SPECIFIED BY THE DESIGN ENGINEER. O 17. WATERTIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION SITE.AN APPROVED EQUIVALENT 5. 2 GRIND EXISTING PAVEMENT MARKINGS TO BE REMOVED. © INSTALL INLET PROTECTION PER CLEAN WATER SERVICE STANDARD DETAIL IS TO DRAIN THE SOIL ON SITE AT A DESIGNATED LOCATION USING APPROPRIATE BMPS;SOIL MUST BE DRAINED SUFFICIENTLY FOR 6 MINIMAL SPILLAGE. O CONTRACTOR TO DEMOLISH EXISTING CONCRETE STAIRS IN CONFLICT WITH NEW 18. TALL HROUGH PUMPING OF SEDIMENTCONTROL NWA TER MUST BE DISCHARGED OVER AN UNDISTURBED,PREFERABLY VEGETATED AREA,AND 3 THROUGH A SEDIMENT CONTROL BMP(I.E.FILTER BAG). CONSTRUCTION. 0 REMOVE EXISTING SIDEWALK AND LANDING AT BUILDING ENTRY. 19. THE ESC PLAN MUST BE KEPT ONSITE.ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM,ROADWAY,OR OTHER PROPERTIES. O 20.THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.DURING THE 4 CLEAR AND GRUB VEGETATION IN NEW LANDSCAPE AND NEW SIDEWALK AREAS. 0CONSTRUCTION PERIOD,THESE MEASURES SHALL BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH ALL REGULATIONS. 8 CONTRACTOR TO DEMOLISH EXISTING RAISED PLANTER IN CONFLICT WITH NEW PATIO 21.WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO DISTRICT INSPECTORS UPON REQUEST. AREA. 22.IN AREAS SUBJECT TO WIND EROSION,APPROPRIATE BMPS MUST BE USED,WHICH MAY INCLUDE THE APPLICATION OF FINE WATER DEMO PLAN SPRAYING,PLASTIC SHEETING,MULCHING,OR OTHER APPROVED MEASURES. 23. ALL EXPOSED SOILS MUST BE COVERED,AT END OF BUSINESS DAY, DURING WET WEATHER PERIOD,FROM OCTOBER 1-MAY 31, STANDARD EROSION CONTROL NOTES FOR SITES LESS THAN 1 aeanWaber Services Dl DRAWING NO. 945 ACRE REVISED 10-31-19 PRO N f �/oy c� co / � 66912PE c (•l A. : Iglu RENEWS 12/31/2020 / c Gp / � a / 6 R25' ® W O / Q O c0 O O Lo / ♦ 3 -)bc Lo ui UJ �0 NN �:Z co co n g cy)ch Lo LID Lr) 00 O2 x I � ra a� � 2 6O Lul L END e c `L „RTES .• '°� co �y�+ _ O R3 O \ cGo 0) SIA IL RAILI MONOLITHIC CONC. CURB ISLAND O a � < zQ J orm ED E / ycP LOCATES ENDs �i � a U) Q . SCALE ♦ 20 0 10 20 40 W / �\,,-CONC. FLUSH g 1 IN = 20 FT 2 � W O N 1 SITE IMPROVEMENTS PLAN (�1 SCALE V= 20' - 0" G G 0) 0Ez AL O W a = w o � m � 0 U w SITE KEYNOTES a REVISION M OINSTALL NEW 6"' CONCRETE ADA ACCESS ISLE WITH JOINTING AS SHOWN. © PROVIDE NEW PAVEMENT MARKINGS AS SHOWN. PAVEMENT MARKINGS SHALL 1 . 04/27/20 SLOPE WITHIN ADA ACCESS ISLE SHALL NOT BE MORE THAN 2% IN ANY BE 4" WIDE AND INSTALLED WITH TWO COATS OF PAINT. 2 DIRECTION. 5 3. O INSTALL NEW CONCRETE STAIR AND RAILING PER DETAIL C3 ONEW ASPHALT CONCRETE PAVEMENT IN ADA SPACES SHALL NOT BE SLOPED 4. 2 MORE THAN 2% IN ANY DIRECTION. INSTALL PAVEMENT PER DETAIL 2C4 O 5. 8 SAWCUT LINE PROVIDE CLEAN STRUCTURAL EDGE PER DEMO PLAN. 6 OINSTALL NEW 6' WIDE CONCRETE SIDEWALKS WITH INTEGRAL CURB PER DETAIL C4 O INSTALL NEW 4" CONCRETE SIDEWALK PER DETAIL C4 OPROVIDE AND INSTALL NEW ADA PARKING SIGN AND POST PER DETAIL 3 C3 Q O INSTALL NEW CURB RAMP PER DETAIL INSTALL NEW ADA PAVEMENT MARKINGS PER DETAIL 4� C4 C3 PERMIT ISSUE t i u PROFFsf 669�N2P[ goy � 7PE 4 ° RENEWS 12/31/2020 AC-150.80 AC=151.05 9 R 0000, 9 ` d / d / AC=150.18 150.20 ,� 150.85 ` AC=150.87 °. d 151.48 ° / d'4 AC=150.33 ° 151. s �1a • 150.91 ° AC=150.95 a Q G AC=150.74 ��. / a / ° AC=152.38 ELI / 15 94 o d 151.57/ 151 1150 z cy) w AC=1I. 4 } Y N / o p aN / 150.79 .1, _ .0 d Q� AC=149.70 . . ° d � � = O o� 152.16 m 152.14 00 (Dr 150.84w 41 / 151.2 ° AC=150.14 LU m° cND It c\l ° 152.25 cl)g cf)ci / 150.88 151.06 1 1 152.37 Lo Q" �Lo Lo =X / oX\ i f 1h` 151 rm aLL 150.93 / d 151.5 ' AC= .I:a6 �s AC=151.45 1. 9 I °.08 151.81 151d' / Ac=1 .28 / I 151.08 O� � 1.51 151.16 ul^ ° � I 151.10 dLL � er 151.1 AC=151-.10 r / 151.6 m ° a N 4 AC=152.43 Z ° O �j341 154.25 ° 154.25 151.20 a m L ATES END A • a a ° ` d d d ° 3.36 •\ Ac�5 45 AC iSi 5r ° 154.40 151.58 152.0 +j AC=152.35 STN 2.15 RAILII� ' z d -AC=150.78 - 2.03 /0 154; j 152.1.5 d n 1..L 54.34 4.25 ° 154.37 AC=151,20 N \ -6 r C=151.70 U ca 0 I a) � 4 0 LOCATES END Q I I wm � 0 N u o m 1 GRADING PLAN CD a C2 SCALE 1 "= 10' - 0" REVISION r� 1 . 04/27/20 2. 3. 4. GRADING NOTES 5. 6. 1 . THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN 5. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES TOP OF PAVEMENT, UNLESS OTHERWISE NOTED. AND BE CONSTRUCTED TO SAME. 2. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES 6. GRADE SHALL NOT EXCEED 2% IN ADA PARKING SPACES NOR IN WALK AISLE INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. BETWEEN SPACES. AFTER CONSTRUCTION, THE OWNER SHALL CHECK UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. SLOPES, ANY AREAS THAT EXCEED ADA MAXIMUMS SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL COST. PERMIT ISSUE 3. ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE UBC CODE AND APPLICABLE LOCAL REGULATION. ALL CUT AND FILL SLOPES SHALL BE 7. GRADE SHALL NOT EXCEED 4.5% IN ADA WALKWAY. CROSS SLOPE SHALL 3:1 OR FLATTER UNLESS OTHERWISE NOTED. NOT EXCEED 2%. AFTER CONSTRUCTION, THE OWNER SHALL CHECK SLOPES, ANY AREAS THAT EXCEED ADA MAXIMUMS SHALL BE REMOVED 4. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND REPLACED AT NO ADDITIONAL COST. FOR ALL NATURAL AND PAVED AREAS. C 2 PRO ���5��'�NG NEF9sioy 66972PE THIS SIGN TYPICAL AT U ORE o� 4 i 11I ALL ACCESSIBLE PARKING RESERVED ��j 9 6 4 4 6 ! 11` I, SPACES PARKING IyEW H. 0 �. I 1 , j ►- R7-8 EO EO EO EO ® RENEWS 12/31/2020 THIS SIGN TYPICAL AT ALL ADA PARKING ADA PARKING VAN ACCESSIBLE PARKING VAN SIGN SIGN SPACES CCESSIBLE ~12" X 6" 6" PENALTY SIGN WITH f 12" X 9" WORDING AS REQUIRED BY STATE ADA TRUNCATED DOME PANELS. ALIGN SEAM WITH CENTER OF PANELNOTE: THE MIN. HEIGHT SLOPE UP 6" AND CONTROL JOIN SLOPE UP 6" �0.45"17�1 "U'-CHANNEL POST (2 OF THE BOTTOM OF THE OOe000Q00000Dooee000 IN CONCRETE PANE 0 0.2• 17. LBS./FT.) LOWEST SIGN SHALL BE ui 00�000 000000000.00eooeoo°000a00000000a0000 0.90' } ti' ?>. O °°R° °00000°°°°°RP°°so �'� I 2 0" o°PW° co O N °e°eooO°°°°°°°eo°e°°°°°°°° 0 0 0 w 0000°°°°°° °°°°°°°°°P °e DPPP°°°°°OP 0000°° °P°°PP°°OP°P 0°0°°°° PP°0000°°°P° P°°°°°° °°P°°°°°°PP °°RP°°°° 6 SLOPE UP 6" SLOPE uP s 0 OO OO 41L SLOPE TOP OF } s CONCRETE STND. BREAK AWAYd N 0.90' po 00 po CHAwr 1r�b POST O Q rn CURB TO BE 1/4" ABOVE TOP wwuP x+uw GROUND/PAVING L v O Lo OF PAVEMENT. TRUNCATED DOME VAR. SURFACE O m 0 co r CURB » 00 ADA ACCESS AISLE r �{{ 3 ALL SIGNS SHALL COMPLY WITH U.S, > W I i RAMP TEXTURE 3500 P.S.I. �I I.'. DEPARTMENT OF TRANSPORTATION, FEDERAL W m 44 PATTERN DETAIL P.C. CONCRETE 0 �� UUU111AAA HIGHWAY ADMINISTRATION'S "MANUAL OF = UNIFORM TRAFFIC CONTROL DEVICES", LOCAL r m gm c� CODES AND AS SPECIFIED. MOUNT SIGNS TO O F_ Q 00 NOTES: POST IN ACCORDANCE WITH MANUFACTURER'S CC I. TACTILE WARNING COLOR SHALL BE BLACK. SUBMIT PROPOSED PRODUCT DATA INFORMATION FOR APPROVAL ' ' INSTRUCTIONS. G a 0-LL PRIOR TO PLACEMENT. � ADA RAMP DETAIL TACTILE WARNING DETAIL NIS NIS 3 SIGN BASE DETAILS w IL U a m a C7 U 6' 6,. m 2-1/2' 0 SR PIPE, PAINTED COVER ENDS WITH 1/8' BR CAP. EMBED IN CONCRETE CHEEK WALLS 6" 1-1/2' 0 STL PIPE.PAINTED 6` 6" M d4 REBAR AT NOSE DOWEL STAIRS INTO SDEWAL 8• HOE CHEEK WALL BEYOND. 1/2' ASPHALTIC EXPANSION BOI ' IIIA 11" RETURN HANDRAIL ro I I— I I—I I m toll TO KRTCAL SUPPORT J II) 11 — 1-1� I � IIII III IIIIII-:IIIIIIIIIIIII III_ z-' " _ _ 1=1 1 _IiI III—_II'4REBA I II • . ' , � , 1 -1I1-1III I1-1Il III—I I •. _ 1ASPHALTIC EXPANSION BOARD. 11 III—III—III—III—III I1 /2 _III—III —III=1 11=1 1=1 1=1 1=1 -III 1 I 1=11 f-11 I "=III-1T_I-III-III=III=III=III=1'' W 6„ NOTES: 1. SEE SITE PLAN FOR TOTAL LAYOUT "'I—III-III-III„VIII ,III—IQ N N (TYP��AL) 2. THESE DETAILS ARE FOR REFERENCE AND DIMENSION CONTROL ONLY 6,. E Z 7• SLEEK VERTICAL HANDRAIL n O 3. 8' ACCESS AISLE SHALL BE PLACED ON 915 wvvoar INTO CHEEK WALL. C 7 w THE PASSENGER SIDE OF A VANrn O CC I o ACCESSIBLE SPACE < > m O W � U) 2.5'0 V a 1/4'WADE DE LI REVISION DEEP SCORE ESS Iy. CEENTER TO M TO CENTER. U) 1 . 04/27/20 NOTE: 2' SEE SHEET C-1 FOR ACTUAL PARKING DIMENSIONS 3• 6.5' 11 11 4. 5. 6. ACCESSIBLE PARKING SYMBOL (3) ED TREADS ®,4' EA LOCATE AT EDGE OF PARKING SPACE UNLESS ACCOMPANIED BY "VAN" LETTERING 4 PARKING LOT STRIPING DETAILS STAIR DETAIL 5 NTS PERMIT ISSUE N.T.S. C 3 PRO G NfF�s�°y 66972PE .� OREG 3/4" TOOLED RADIUS EDGE j 'I �� IildII �9flHEW Ey � i CONCRETE SIDEWALK dG Yz" EXPANSION JOINT Ya" SAW CUT OR Ys" TOOLED JOINT AT NOT TO EXCEED 30'-0" RENEWS 12/31/2020 BROOM FINISH APART a 5'-0" o.c: TYPICAL PAVING ° a d✓ PORTLAND CEMENT CONC. (3000 PSI CROSS SLOPE NOT COMPRESSIVE STRENGTH ) TO EXCEED 2% 4„ ° 4�1 SLOPE a � CRUSHED BASE COURSE 3 :• . : ASPHALT CONCRETE SURFACING, p p o o o (CRUSHED SURFACING TOP „ 3 LEVEL 3 3/4" DENSE OR 1/2" DENSE o o 0 0 0 0° o p � c ° COURSE (ODOT STD SPEC 00745.12) 0 0°0 00 0 0 ° 0 0 p�po o 0�0 eo 6„ ,. '• , .'.•.:.•'''•:''/r;. .'.•"'.�:, 0eOOcO o eo e Oepo ^ + 0e O00 00 0o O 0OOO0 00 000 OOc OoW cO o 00 o 00e o 00O o 0 0 0 O ° � O 0.0 0 00 0Doo 000 a OOOcOOce00O ^Oo0 o O CRUSHED BASE COURSE �� 6 a�0 0 �0 0 0 o NATIVE MATERIAL OR STRUCTURAL FILL. 0 00 00 (ODOT STD SPEC 02630.10) COMPACTED TO 95% OF THE MODIFIED z o 00 OR eQ 0, 0 NOTE: PROCTOR MAXIMUM DRY DENSITY USING E.LI } 4" CRUSHED BASE COURSE SEE ARCH. PLANS FOR SIDEWALK AASHTO T-180 (ASTM: D1557). �- Y't COMPACTED SUITABLE NATIVE MATERIAL OR STRUCTURAL FILL. cxl UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND ADJACENT TO BUILDING UNSUITABLE NATIVE MATERIAL SHALL BE O 0_N OVEREREPLACED. SUBGR DE SH D AND REPLACED. Q 0) SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT = O L ��+ �• 7SPECIFICATIONS TO ACHIEVE A CBR 00 (DDCOn SUB GRADE AND CRUSHED BASE COURSE SHALL BE COMPACTED TO 95% OF THE MATERIAL'S MAXIMUM MODIFIED PROCTOR DRY VALUE OF AT LEAST 9%. W LU d 8" DENSITY (ASTM D-1557). ASPHALT CONCRETE PAVEMENT SHALL BE COMPACTED TO 92% OF RICE THEORETICAL MAXIMUM 0 �N DENSITY. U Z Q LOB LoLo co SIDEWALK SECTION STANDARD DUTY PAVEMENT Z TYPICAL SECTION CONCRETE SIDEWALK ra aLL 2 NTS 3 NTS NTS W IL U a m F d C7 to 0 -i 5am a a Q WN N r D U EZ J U) LO . OS 94 0 > N m30 w U) v o `m m a REVISION r� 1 . 04/27/20 2. 3. 4. 5. 6. PERMIT ISSUE ti I i I I � J PROJECT # 19480 SITE DEMO NOTES: SOIL PREPARATION NOTES: TREE PROTECTION NOTES: Croen drip line or other limit of Tree Protection Area as noted. NOTES: 1 Items shall remain unless designated for removal. Remove designated items shown on the Ian DECOMPACTION 1 Protect all trees indicated to remain, includingbark and root zones. 1)See specifications for additional Q 9 9 P ) tree protection requirements inn to the full depth of their construction unless otherwise noted. 1) De-compact soils in planting areas by roto-tilling, disking or ripping to a minimum depth of 6-8"/ 2) Submit proposed protection measures to Landscape Archtlect for approval prior to beginning work. 2 If there is no existing g anon.see — specifications fforwatering requirements, 2) Verify the location and dimension of items to be removed prior to commencement of the work. recommended depth of 12-18" in multiple passes at varying angles across the area when possible. 3) Excavation within the tree protection zone shall be perormed with handheld tools or air spade. 3)An, pruningperformed inalibe Q 3 All concrete and asphalt removal shall be saw cut. Edges of material to remain shall be shored u 2 De-compaction of small planter areas, such as those around the building and parking lot areas, Excavate the minimum amount necessary to accomplish purpose for excavation. completed by a licensed aModst. P 9 P ) P P 9 P 9 Y P P P M� 61 No equipment shall operate inside the / and protected during construction to preserve edge intact. Repairs to damaged edges to be done may require the removal of compacted soil, rock and gravel to a depth of 18"or more and then re- 4)The following is prohibited within the root protection zone of each tree or outside the limits of the protective fencing.including during v fence installation and removal, with care and at no cost to the owner. installed loosely with the required amendments.Always remove debris over 2" in size or larger from development impact area: ground disturbance or construction activity including vehicle or equip- 5)See site demotpreperation plan for any 4 Items encountered below rade and not shown on the drawings shall be brought to the attention of the soil. ment access but excluding access on existing streets or driveways), stora a of equipment or modifications with the Tree protection 9 9 9 � 9 99modifications Q> the owners authorized representative. Existing soil conditions are unclassified. Contractor to verify materials incuding soil, temporaray or permanent stockpiling, proposed buildings, impervious AMENDMENTS �j Tree Protection fence all existing utilities prior to construction. surfaces, underground utilities, excavation or fill, trenching or other work activities. � Nigh densly polyethylene 1)After initial soil de-compaction procedures are performed, soil amendments should be added. Please = 5) Salvage existing materials as indicated on the plans. Remove salvaged materials as indicated with 5) Signage designating the protection zone and penalties for violations shall be secured in a prominent fsncmgwith35 x1.5' O refer to additional notes and specifications for amendment details. 2` opening.:Color-orange. care and store on site; clean all debris and construction material from salvaged items; reuse as location on each protection fence. Steel posts installed at 2) Blend the recommended amendments thoroughly with the existing soil.A soil test may be requested 85•x 11'sign laminated s %{( 8 on center. Z directed by the landscape architect. Storage/staging area to be approved by owner's authorized both pre amendment application and post to analyze soil fertility ensure proper correction. Contractor 6)Tree protection zone shall remain free of all chemically injurious materials and liquids. in plastic spache ed every Css 2'x6'steel Posts r O representative. 50 or approved equal. o _ 6 Remove demolished materials from site. Disposal b burning and/or burying is prohibited. shall include soil testing in any proposal as a requirement. EPOU T s Mulch or straw matprotectron Z co P Y 9 Y g P 3 Notify the Owner's Representative if areas of the site have been re-compacted due to the use of Twee ' i!rn�+ Vis" and"terretentionmadium Q 7) Contact the local underground service update for utility location and identification prior to demolition. ) p p Maintain existing grade 8)The location of existing utilities as shown on the plans may vary in relation to actual existing conditions: } 0')equipment and vehicles prior to installation plant materials in these areas. The compaction is to be MAINTENANCE NOTES FOR EXISTING TREES: ,.ra qv. w ffi the free protection reduced to 85% standard proctor using previously described methods. "' '" ""` ft..nlesa°them.. W Y a additional utilities not shown on the drawings may exist. Verify in the field the data shown and call any \ indicated on the plans. discrepancies to the attention of the owners authorized representative before starting work. GRADING 1)Wash off foliage which becomes soiled during construction c d IN 9) Existing irrigation system to remain to fullest extent practical. Use care when excavating. 1)The Contractor is to pay special attention to drainage and field verify positive flow away from all 2)Water trees and other vegetation which are to remain as necesary to maintain their health during r l J O rn 10) Protect existing pavement and curbing during tree removal. Repair any damage. buildings. Notify Owner's Representative in writing of any concerns. the course of the work. Rate and frequency of application to be determined by the Landscape TREE PROTECTION DETAIL 0 0 a 11) Do not disturbed existing trees unless shown as being removed. 2) The Contractor shall be responsible for fine grading the site. Notify the Owner and/or Representative Architect. p U-) 12) Contractor to coordinate staging of materials with Owner's Representative. for review and approval prior to commencing any landscape work. Sodded areas shall be raked 3)All pruning shall be performed by a current arborist licensed within the state/county/city where L-1 Not To Scale W W oM t 13) Contractor is responsible for ALL job safety and coordination of safety measures. smooth, clear of stones over 1" in diameter, and fine graded to blend with the natural grade.All areas the work is to be completed. (0 r-- 14)The Contractor is responsible for the legal off-site disposal of surplus materials and debris. shall achieve positive drainage to avoid ponding. 4) Pruning approach of oak trees to remain to be reviewed with the Landscape Architect, arborist Q � Z N N Z and owner representative in field prior to work. _ J m W UCD I- I 1 0 toJ M X co co toato` m Re-established &reconfigured turf areas - _- - - Hinoki Cypress White Birch- Flowering Cherry - White Birch - - - - rStyrax -- Lebanon Cedar- White Birch - -Hinoki Cypress -- Hogan Cedar- Hinoki Cypress Re-established &reconfigured turf areas Oak _ Styrax Hinoki Cypress_._ \\ \ White Birch moMIL ----------- INEEMEN t } ;. OTHER DEMO AREAS PHASE 2 , , , . ..... F Japanese Maple New sidewalk per civil plans ON Hinoki Cypress � New bench per civil plans 4. White Birch W Q � \ U O Z iz WQ Flowering Cherry \ New bench per civil plans__! Q U) 7 N \ . \ , u Hogan Cedar. Sequoia v Z C) � Building G . 197 ` QQ U) . Flowering Cherry / co U) O U - Z M Nee. W m;1, a Vit Of \ PHASE 1 DEMO AREAS DATE: 11/28/19 Hinoki Cypress PERMIT/BID SET C, REVISION KEY: Hogan Cedar 1 2. Landscape to be removed Hinoki Cypress Oak 3. (S Trees to be removed & stumps grinded 4. f Trees to be salvaged 5. pruning, thinning, and general canopy maintenance to be performed by a licensed arborist ��� 4 White Birch 6 see specifications and details for maintenance and protection information v 7. 8. Hogan Cedar Cluster DRAWN BY: AAJ 1 DEMO PLAN ti 20 0 10 20 40 so L-1 Scale: 1" = 20' Ly -- --1 DEMO PLANS GENERAL NOTES: PLANTING NOTES: -DECIDUOUS TREE- -CONIFEROUS TREE- Prune as required on site 1) Contractor shall confirm all existing conditions prior to commencing work and notify the owner of any discrepancies or conflicts. 1) Existing areas proposed for new plant material shall be cleared and legally disposed unless noted otherwise. 2"x2"stake 8'long,4'exposed 2) Contractor shall locate and verify all underground utilities prior to commencement of work. Notify Landscape Architect of any discrepancies. 2)All existing trees, plants, and roots outside of project improvement limits shall be protected from damage during any construction preparation, NOTE: min,2 ea.tree double strand of 3) Coordinate all landscape work with other trades and schedules. removal or installation activities. Maintain existing 10 gauge wire galv.w/garden 4) Coordinate staging area with general contractor and owner. 3) Replace, repair and restore disturbed landscape areas due to grading, trenching or other reasons to pre-construction condition and provide nursery ground line hose or poly sleeve at trunk 5) Contractor shall coordinate with the owner any disruption to vehicular circulation prior to commencement of any work. material approved by the owner or owner's representative. of tree Coat of ground covering 6) Contractor shall keep pedestrian travel ways and access to all structures protected at all times. 4) For tree, shrub, groundcover, and soil pr paraH 'il;lfefer to notes and specifications. Backfill with amended soil 7 Contractor shall replace or repair damage to existing concrete curb, asphalt paving, or other structures to re-construction conditions. 5)All plant material shall be health nurse 's b +ti rk 'hed and rooted, full foliage, free from insects, diseases, weeds, weed rot, injuries 4^high soil_, P P 9 9 P P 9. P P Y +tt �� 9 J 8)All new planting areas to be irrigated by automatic irrigation system.There is an existing irrigation system in the field that wil be modified to and defects and as specified in america '5 for 611i'Jery stock,ANSI Z60.1. saucer better suit the new landscape installation.All groundcover areas to be irrigated by spray heads (or mp rotors).All bio swale-filtration areas to 6)All typical planting areas shall be coverers by a laye�of rtredlum-grind fresh fir mulch to a depth of 2 inches. be irrigated by spray heads (or mp rotors).Areas up against building foundation will be covered by a drip zone and rows of in-line netafim 7) Soil to be analyzed to ascertain ph, fertility, drainabllity, and viability of supporting vigorous plant growth.Any deficiencies in soil shall bePROJ ECT # 19480 6"min. emitter spacer tubing. Drip valves will be converted with pressure regulation and filtration per industry standard. Convert spray heads/nozzles corrected by the contractor prior to installation of plant material. mss"min. F I as needed for optimum coverage. 8)Top soil: minimum 6"settled depth in all planting beds. Reuse surface soil stockpiled on site as available. Soil to be fertile, agricultural soil, Loosen 9) Contractor to obtain any and all necessary permits required for tree and landscape removal. typical for locality, capable of sustaining vigorous plant growth, taken from drained site; free of subsoil, clay or impurities, plants, weeds, - subsoil '-r- " Q concrete, rocks, boulders, and roots; minimum ph value of 5.4 and maximum of 7.0.Amend with organic composted yard debris tilled into topsoil. \ _.._. Three times J Top soils to have minimum organic content of 10% ball diameter Q 9) Soil amendment materials: A. Fertilizer: containing fifty percent of the elements derived from organic sources; of proportion necessary to eliminate any deficiencies in topsoil, 2 TREE STAKING DETAIL MAINTENANCE NOTES: as indicated in soils analysis.Approved brand meeting requirements of applicable State fertilizer laws. Z I. Mycorrhizal application: mycroapply-endo/ecto. L-2 not to scale Q Shrubs Ii. Wil-gro 5-18-12. 1) Prune only on an as-needed basis and in order to maintain the plant's natural appearance. B. Bone meal: raw, finely ground, commercial grade, minimum of 3 percent nitrogen and 20 percent phosphorus. 2)Allow shrubs to mature and fill planting areas as designed. Shearing back of shrub stems and branches is discouraged. C. Lime: ground limestone, dolomite type, minimum 95 percent carbonates. _ 3) Maintain mulch at minimum 2"thickness (see mulch below). D. Water: clean, fresh, and free of substances or matter which could inhibit vigorous growth of plants. a, Q E. Organic compost: well-composted, stable and weed free organic matter, ph range of 5.5 to 7.5; moisture content of 35 to 55 percent by weight, Edge of groundcover area/walk edge Z Groundcovers 100 passing through inch sieve. Soluble salt content of 5 to 10 decisiemens/m: not exceeding 0.5 percent inert contaminants and free of �, �~ r S 1)Allow groundcovers to fill intended planting areas. �. Distance from the edge is 1/2 the specified c� substances toxic to plants. i 2) Keep free of weeds and grass, and lightly pruned (if needed) to maintain natural appearance. J o.c.spacing(see the plant key for info) Z *k � 10) Soil preparation shall be reviewed and inspected prior to planting. Landscape architect to review soil preparation, amendment and plant material ,�_, i �- QC }} r prior t0 planting. Triangular spacing layout / G > .a Perennials 11 Provide landscape architect with plant order form within 30 days of contract award. Notifylandscape architect immediate) if an plants are Row CL 1) Perform seasonal pruning, weeding, and dead-heading as necessary to maintain neat appearance and encourage flowering. found to be unavailable.)able. y p y Y Plantings W a N Triangulate the spacing at specified 2) Maintain mulch at minimum 2"thickness (see mulch below). 12)The nursery source of trees along with one representative digital image shall be provided to the landscape architect at least two weeks before x o.c.distance-equidistant — Q ti � the delivery of the trees to the site. The landscape architect may reject landscape plants that do not meet size or other planting specifications. \ S \. Orn d `•" JA/ ,�.-. Plant center Trees 13)Verify placement of trees near buildings with owner or landscape architect prior to planting. / n 'I O o to 1) Remove weeds and suckers from around the bases of trees as needed. 14) Field conditions: „ J \!/ 4' -� W O o to U 2) Prune trees for safety, health, or structural clearance. Remove damaged branches. Do not top trees for any reason. - - Oroundcover plant I_LI (/) p a* A. Do not install plant life when ambient temperatures may drop below 35 degrees for rise above 90 degrees f. (p r.- 3) Maintain mulch at minimum 2"thickness (see mulch below). Keep mulch away from trunks. s" '•S i Mulch/Bark Dust z ' (9 B. Do not install plant life when wend velocity exceeds 30 miles per hour. i Q � � � 4) If trees have been staked, check on a regular basis to ensure that ties and stakes are not damaging the trees and that the stakes are at least r K s--�i = cA (V N z C. Prepare planting beds properly by removing material not conductive to healthy plant growth. If hard packed conditions or debris from other j �• vz s Finished grade p eighteen inches (18 )from both sides of the trunk. If the tree can stand on Its own, remove the stakes and ties. If they are still needed, be sure operations exists w thin plant beds, remove the debris, rock, cement treated base, trash, or other deleterious debris. / / / o W ^ the stakes are firmly in the ground and away from the trunk. Make sure the ties are wrapped loosely around the tree and attached firmly to the 15) Provide 365 day warranty, replace dead or unhealthy plants. Edge of the plant bed,curb,walk,fence,or wall ��\ j%/��% %jai %j�\ j U M 0 o o stake to allow the tree to move. 16) Landscape contractor shall contact project landscape architect for all site observations 72 hours prior to site visit. \�/\�j��/X�'\�jj\�/\�j�\\jam\�jj/�\jj�\ d U') to 00 17) Contractor to apply a pre-emergent blend to a clean, final landscape grade bed, prior to barkdust installation. Blend shall be 2 parts Pendulum S=spacing as shown on page L-2 NOTES: Mulch Aqua Cap to 1 part Simazine. Chemical mix and physical application to be per manufacturer's specifications. Till the soil so that there are no clods 1) Maintain mulch at minimum 2" thickness, see planting notes and details. or clumps larger than 1-1/2°disinter 2) Keep mulch away from plant stems and tree trunks. 3) Optionally, leaves falling on mulched areas can be left in place to help eliminate weeds and improve soil quality. 3 PLANT AND GROUNDCOVER INSTALLATION DETAIL L-2 not to scale ' Design/build planter strip landscaping I Design/build planter strip landscaping Oak Leaf Hydrangea Black Eyed Susan Creeping Taiwan Berry I to match OBP1 & PBC main directories I to match OBP1 & PBC main directories Inkberry Loropetalum Fireglow Japanese Maple QUANTITIES: Creeping Liriope_ __.Creeping Taiwan Berry Oak Leaf Hydrangea Coral Bark Maple Taiwan Creeping Berry 1 - Multi Trunk Vine Maple -8-10'/4 trunk min Black Eyed Susan .Admiration Barberry Admiration Barberry Inkberry Black Eyed Susan 1 -'Fireglow'Japanse Maple-2" caliper + Inkberry Loropetalum Admiration Barberry 6 -Coral Bark Maple - 2" caliper 13 -Green Arrow Cypress - 7/8' I I \ Admiration Barberry_ 37 -Sarcoccoca - 3 gallon Inkberry shrub rows 75- Inkberry Holly - 3 gallon in sun exposure Creeping Taiwan Berry 77- Karl Foerster Grasses- 3 gallon P 9 y._ im .-�.....<•>:<:«::::: .�3:'�f,''- ���,r°c.� . -:��. 40 ... ... :'Eve'. wY`'�sa`� :. l ., � ..... ..................... , ° Little Bunny Grasses 2 gallon � ..................... ..... e . ° ............. ...... .. .... �. �•-v� :::::.:•:•. Re-Established 13 - Hosts 'Day Break'- 1 gallon + Oak Leaf Hydrangea \ + Turf Areas 52 -Oak Leaf Hydrangea - 3 gallon --- 4 -Camellia sas. 'Kanjiro'- 3 gallon �� ° _ ° _ Boulders 29-Sword Fern - 1 gallon Coral Bark -Ma le_ ° ;a° P P � z _ , a -- --- - ° ° ��� '. Karl Foerster Grass 17- Loropetalum 'Crimson Fire' - 2 gallon 57-Admiration Barberry- 3 gallon /' 'rm` � ;'�� ', Re-Established Design/build central .. v 225 - Pachysandra 24"cc - 1 gallon ;? - Ta rAreas raised planter bed ALL OTHER LANDSCAPE AREAS PHASE 2 : 'a - - Oak Leaf Hydrangea__ 225 -Taiwan Creeping Berry 24" cc- 1 gallon in the field with more P 9 rY 9 �V�� � / 275 - Creeping Lirio e 24" cc- 1 gallon Oak Leaf H dran ea_J / �Inkberry__J Little Bunny Grass Re-Established decorative perennials P 9 P 9 `���� �' Y g Turf Areas P Multi-Trunk Vine Maple Karl Foerster Grass 125 - Black Eyed Susan 30" cc- 1 gallon . Loropetalum7 Karl Foerster Grass--/ 27 - Boulders- 2/3'diameter v \' �- __Angular crushed rock border_-__ ;,. �� 850 SF -3/4" Crushed Angular Rock approx. 24"wide - no steel edge Angular crushed rock border-.__Ji Q 0C, Creeping Liriope_ t Little Bunn Grass ` approx. 24"WITH steel edge 1 W O _Existing trees to remain per L-1 Y (only adjacent to turf areas) �J z Ilf Black Eyed Susan Boulders Sword Fern Z U Q Green Arrow Cypress__ Camelia sasanqua + I Cn � N Oak Leaf Hydrangea + I U Narrow landscape bed W N TURF RE-ESTABLISHMENT NOTES: Inkberry strips _......_-/ s "s , z r-- or) with soft bed edge against turf + U) W 1)Kill any weeds and/or undesirable plants within turf areas prior `k: Y ' / Z) O 00 rn to any re-establishment or and/or new planting via seed or sod. " w per L-1 trees to remain p 2) For broadleaf control, use Snapshot per manufacturer's Existing U U) m Z specifications (pay attention to the time frame of application B U i I d i n g G . I 197 ` W W"CO J and any potential weather related complications). Pachysandra_/ _ Camelia sasanqua Creeping Liriope F F- 3) For crabgrass control, use Tenacity per manufacturer's % U specifications. ` Sarcococca_/ Oak Leaf Hydrangea a e> d 4) Depending on the severity of broadleaf and grassy weeds in the existingturf areas to be re-established, areas of severe die back Green Arrow Cypress_�' � DATE 11/26/19 \, may need to be restored from scratch with new sod. 5) Core aerate existing turfareas (leave plugs in place) -Hosts PERMIT/BID SET 6)Overseed with Sunmark"Sun Mix" perennial rye & Fescue mix at a rate of 8-10lbs per 1,000 square feet. PHASE 1 LANDSCAPE AREAS REVISION 7)Apply 1/2" of clean topsoil spread evenly across all turf areas. — — — 8)Where existing trees are to remain and surface roots are evident, additional depth of topsoil may be required for initial C + seed germination and long-term turf success. Contractor to L alb : 2. field verify and apply additional topsoil around these trees as needed while maintain proper pitch, elevation, and finished a,> r � 3. Karl Foerster Grass.._._._ fine grades per other notes and specifications. 4• 9)Where old trees have been removed and surface roots are .__Creeping Liriope still prevalent, additional root grinding and/or root removal 5• (known as 'chasing') is to occur to properly prepare the soil Angular crushed rock border Coral Bark Maple and remove competition and unnecessary compaction. approx. 24" wide- no steel edge 6' 10)Apply a typical starter turf fertilizer Fern fertilizer per manufacturer's �- x � 7. specifications. y 11) Irrigate heavily and regularly, multiple times per day with Little Bunny Grass g, heat, until seed germination occurs and turf begins to establish. '� Karl Foerster Grass }s � _Boulders Converted loading dock islands with centralPachysandra groundcover DRAWN BY: row of ornamental grasses and hardy ground- 14ft Pachysandra Hosts AAJ cover for increased clearance &visibility Oak Leaf Hydrangea __Sarcococca up against the building on shade exposures Green Arrow Cypress LANDSCAPE PLAN (,�y��Jj' 20 0 ,1 ma WA lwlamql0 20 40 60 L � 2 L-2 Scale: 1" = 20' Cy10001 Itil WA 114111AWFA LANDSCAPE PLANS