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HomeMy WebLinkAboutPlan, Tentative APPLICANT 4/11/2023-- _ LEGEND GENNOTES GRACCEEGAL—B �..�p ERAL "RABUB'DOGNrvsxe r. rxo.�v�orvex Uux®sl uFAL_IAR,�Iva _ _ rr xxoror CAN.. �xFINE r Ns EIxERENTFOR ruECPOWER }[ Lr I �� .. NIFFIFIEDIORACCUTUROATERT e / I ,FSI 1� e N+ rNeros©eRE�"" ITNE ENE WATER CONSTRUCTION NOIES� E ;T ^J,i� r' 'I E rvcros®mwEalEWEOTRc)WxE I. rRorosmooxESTowe _ ORor—NEREDDITURECTNONNET„oN RVIA a. rNO OmESTOEtc cn Oxs ���NO DART rooms®aoxn-ox RYO..Bing.. INNI 4. rRCPo9FDSDC AII]Wa OGIB FUTURE -i PaaPos�9 �g.�E R PROPOSEWRO�TERLINEROET.P LEWxE ae-saws PAD �— III ®� � 1 w x CLEANOUT T w cELINE TA1— ExcmmNE i , PRP R R .>N r RIxD �- OWED REE WATER COUNBECTION I "'IN' �� O W L .. N N 1. sw AF.,,rl.B IBI rAso ,n�: rR nxereN GUI 1 FUTURE PHASE — ` 3xm U111 wms WORK �� F' I D NOT TO BE INCLUDED IN ' — PROPOSED s ` Wx o R++�w RESTAURANT 6r 4� �SANITARY SEWER CONSTRUCTION NOTES III CURRENT PERMIT "`,) _ I, nEmu EREEPTOR. II ✓ k 1� �I r�raN®ENENELINE YYY 3 FROM BUILLING l "��1� + �� �I N xN rRT PCFAw _ -R �r�m NT.R.EE _ — PROERsEENRENNO m FM- BE i „- DEADEm NTRR., �EORE W � � TPMENCE � I I FRANCHISE UTILITY CONSTRUCTION NOTE Tr — - ,III (I INDPONERPo,��sERVkETo ��New��. Q FERE109.R RREDoo I WGUED�.NUNENwONgR. IBOU sub 1� �� 0. - - INxr�r�I�ti�.A�,` xsENa1 z i mRrUTx�r��orN� T a needs-- _ _ rRaP�GANNER. ETOB WRNR --- -- J -- -� Loop our 5 l I EAC LL �� ae —.—. I l U� aloh k �'Q )-w jj 7 �- (l } 14 k-I_...Vl �, i s �I �,� Q Qo I�- E FUTURE PHASE WORK �� \./ Ww NOT TO BE INCLUDED IN 111. ,,,.( CURRENT PERMIT USe �'LJ 17b,. e a �p 4,o save none " T iFITN FUTURE ' — TF,L'T TL �h FSR# 04887 PADA T III IIIb„ T �- rN»rtr, .O, OREGON UTILITY A m '�-------._ NOTIFICATION CENTER A^^^^• i 1-300332-2344 9 BE%ORE �� 7 -.Fl PUN a 3 , AI IN FEET A, --."A. C5.0 R c B 4 m VA CHICKiiiiiiiiiiiiiiFlLiiiiiiiiiiiA GATEWAY &RANDY PAPE G48 PROJECT d AREA tr _ rHe Cm due OStco WhcleSaIE aceHeaIth sacred art Medical enteral 1 ` R�Rd Safeway I 111 m _ VICINITY MAP SCALE: NTS N PROJECT DESCRIPTION BASIS OF BEARING THIS PHASE OF THIS DEVELOPMENT WILL INCLUDE THE CONSTRUCTION OF A SINGLE -STORY COMMERCIAL RESTAURANT BUILDING WITH A FOOTPRINT OF 4,897 SF, A CONCRETE -PAVED DRIVE-THRU, AN ASPHALT -PAVED PARKING LOT, UNDERGROUND UTILITIES INCLUDING WATER, SANITARY SEWER, ELECTRIC, GAS AND COMMUNICATIONS, AND STORMWATER TREATMENT FACILITIES CONSISTING OF WATER QUALITY LIDAS. THIS PHASE WILL ALSO INCLUDE CONSTRUCTING THREE ACCESS POINTS AND ASSOCIATED DRIVEWAYS LOCATED ON THE EAST (ALONG GATEWAY), SOUTH (ALONG THE FREIGHT ACCESS), AND WEST (ADJACENT TO THE WESTERN PROPERTY). FUTURE PHASES TO THE WEST AND SOUTH OF THE SITE WILL BE UNDER A SEPARATE PERMIT. SITE LOCATION THIS PROJECT SITE IS LOCATED ON THE SE CORNER OF RANDY PAPE BELTLINE AND GATEWAY ST IN SPRINGFIELD OREGON. THE SITE HOLDS THE ADDRESS OF 3358 GATEWAY STREET N SPRINGFIELD, OREGON 97477.THE PROJECT SUE IS LOCATED ON TAX MAP 1703222 AND INCLUDES TAX LOT NUMBERS 001600 AND W1300 EXISTING SURVEY MONUMENTS ARE TO BE PROTECTED DURING CONSTRUCTION OR REPLACED IN ACCORDANCE WITH OREGON REVISED STATUTES 209.140-209.155 Al PROJECT TEAM DEVELOPER OREGON SOUTH STATE PLANE COORDINATE SYSTEM HAD 83 (2011) BASED ON GPS OBSERVATIONS. DISTANCES SHOWN HEREON ARE GROUND DISTANCES, INTERNATIONAL FEET, SCALED ABOUT A CENTRAL CONTROL POINT DATUM NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) BASED ON NATIONAL GEODETIC SURVEY ONLINE POSITIONING SERVICE OPUS STATIC OBSERVATIONS. CHICK-FIL-A ATTN: STEVE SCHWARTZ 15635 ALTON PARKWAY, SUITE 350 IRVINE, CALIFORNIA 92618 PHONE: (404) 305-4407 STEVE.SCHWARTZ@CFACORP.COM 4 ARCHITECT WARE MALCOMB ATTN: NONY RIVERA 3015 112TH AVE NE #205 BELLEVUE, WA 98004 PHONE: (425) 582-5517 NRI VERA@WAREMALCOMB.COM 3358 GATEWAY STREET, SPRINGFIELD, OREGON 97477 LAND USE DOCUMENTS CIVIL ENGINEER DOWL ATTN: MIKE TOWLE, PE 720 SW WASHINGTON AVE, SUITE 750 PORTLAND, OREGON 97205 PHONE: (971) 280-8645 MTOWLE@DOWL.COM 3 SITE MAP SCALE: NTS GEOTECHNICAL ENGINEER TERRACON CONSULTANTS ATTN: KRISTOPHERT. HAUCK, PE 700 NE 55TH AVE PORTLAND, OREGON 97213 PHONE: (503) 742-7181 KRISTOPHER. HAUCK@TERRACON.COM L SURVEY 1 SHEETINDEX SHEET NUMBER SHEET TITLE CO.0 COVER SHEET C1.0 EXISTING CONDITIONS & DEMO PLAN C2.0 SITE PLAN C3.0 GRADING PLAN C4.0 STORMWATER PLAN C5.0 UTILITY PLAN C5.1 FIRE SERVICE PLAN L1.0 LANDSCAPE PLAN L1.1 LANDSCAPE DETAILS L1.2 LANDSCAPE SPECIFICATIONS 1 OF 1 PHOTOMETRIC PLAN S&F LAND SERVICES ATTN: CHRIS SHERBY, PLS 4858 SW SCHOLLS FERRY RD, STEW PORTLAND, OREGON 97225 PHONE: (503) 345-0328 JERED.MCGRATH@SFLANDS.COM OREGON UTILITY NOTIFICATION CENTER 1-800-332-2344 ATTENTION: OREGON LAW REOU I RES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987.) 1 E o00O a-&-OIA Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 R 40'6DOWL 309 SW 6TH AVENUE, #700 PORTLAND, OREGON 97204 971-280-8641 FSR# 04987 REVISION SCHEDULE NO. DATE DESCRIPTION M144NIIMA140 CO.O J CIVICS PROJECT # 14841.01 PRINTED FOR LAND USE DOCUMENTS DATE A 11/10/2021 DRAWN BY JLG Q)Inbimaim cWarc mNin d""Nsi,n 81 F__tligaba files pratl f above nmei prgW Z m Y ny b ereprolxi in my mazer mtM G exprcsz vnllmarveAalcmttnikan G auYaizel praptl rcprcsaYa4ves. LU SHEET U COVERSHEET O M144NIIMA140 CO.O J ----mss}= IE 6" CPP=431.91' I Y N A N a-} In ok 4 a I, 53755-17V I 22A0' I I / ELEC LINE CIVIL'S PROJECT p A 1987 SURVEY PER 27852 LAND USE DOCUMENTS ELEC A11110021 TRANSFORMER / I ON PL I I i J Ima�aloaewaaed a�ws na•,d�pam In 8l files Proiuxd la aLavenmed PrgW 1 / G express vnlMna vaEal co n.-nihom G au1Mx¢ed pygal rcpresenrn_ LU \\\\Irl D (E 1RC 430.96' PLAN \ > W U) SHEET NUMBER O III/ C1.0 IE r6/ PVC a -430.95' �i�ii I III il`y 1 � I It II I ml f1 �F r IJ//1 i 1 N//�PoI F C=431.60 =433.15' A. C Y N A N a-} In ok 4 a I, 53755-17V I 22A0' I I / ELEC LINE CIVIL'S PROJECT p ABANDONED PER 1987 SURVEY PER 27852 LAND USE DOCUMENTS ELEC A11110021 TRANSFORMER ON PL / AG J RANDY PAPE BELTLINE ACCESS RESTRICTION 14 IN FAVOR OF COOT KI PARCEL 1 DEED TO COOT, AND LIMITED 19 20 21 ACCESS TO HIGHWAY —ne MIT Os — cs O.D.O.T RW STA I eBLe361+20.00 98.501'T RIGHT RIGHT i � \ `` -----J 440 • I I IE 4" CMP A3\0' I ( \434' EASEM;CT TO ODOT I I/( \e\' 437 8 \`--_ FOR ALL 19 .SMI L{?ENANCE a �.: 20/ \\y I 21p --r439---- Aa 32 e Ir 'T'8 \ I \\ I I ,A 14' 14' EASEMENT FGf I\ PUERTA SUBDIVISION � \ --- / \ _ 129.51' I I --11e6'oo'29w---= '__-- �h =� /----- — i ----------- _ ADJUSTED PROPERTY ' LINE PER EXCEPTION 1 2021-061809 / r I I / e= —� — ( I �I i I `1 If r I L_ _ TAX LOT 1300 SUBJFICT TO DEC EASEMENT AND/ 30 II EQUITABLE SERVITUDESI I p DOCUMENT FROM ODOTI PER n' EXCEPTION 2020-065354 I I fi H 1 e li I Iha� I I I \ \ I ( \ 1 \ I 139.62'1 1 SEWERETOECCIITYI FOR SANITARY OF SPRINGFIED I -'I i I--� I �---1 436•l I I \\\mss Q I J --------1 437-- \ ~( J I I I I I I I I I I / I f I 16 4'X15" EASEMENT FOR PACIFIC •� m L / POWER G \ G G G —�435— — — — 436_-------------- --G ' G -a — t G G __G\ G — _ — S6B w'57'E _ G—T ' G \G G —437 cl 10'X200' EASEMENT TO 1'y PACIFIC POWER I n I \� ---------------------------------------------------- 4 ---------------------------- -- -- -- -- -- 4 3 0 Ell r Ih 2 LEGEND: } I - SO ss G FO D � I J I POINT 0 BEGINNING PARCEL -I WESTEJ Y LINE OF O RELINQ ISHMENT 29 (DEED P OPERTY FROM OSSOT TO CITY PER EX EPTION 2020-0 3155 �I 110 3 I I I I 3 I miff I II I 1a i I� I I I I I I I I I I I I I I I I +00 I I I I I I i I I I } I 7 -SS I 11— I RUSE WAY �qq— — E me _a or 4P 08 #o 0 ASCO OT I] sp ON 0 0 30 siiiiiiiiiiz SCALE IN FEET BUILDING BUILDING OVERHANG PARKINGSTRIPES FLOWLNECURB EXTRUDED CURB STANDARDCURB EDGE OF PAVEMENT EDGE OF CONCRETE WALL -TOP WALL -TOE STORM SEWER SANITARY SEWER WATER GAS FIBER OPTIC FENCE-CHANLNK BUILDING HATCH CONCRETEHATCH MAJOR CONTOUR MINOR CONTOUR HANDICAP PARKING SIGN FLAG POLE MONITORING WELL BOLLARD TREE- DECIDUOUS TREE -CONIFER POWER METER POWER TRANSFORMER POWER VAULT LIGHT -LAMP POST SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE STORM AREA DRAIN STORM MANHOLE STORM CLEANOUT WATER SPIGOT - SHUTOFF FIRE HYDRANT WATER METER WATER VALVE TRAFFIC SIGNAL JUNCTION BOX TELEPHONE RISER COMMUNICATION VAULT IRRIGATION CONTROL VALVE CATV RISER UNKNOWN VAULT SURVEY CONTROL POINT LY 1 GENERAL NOTES 1. THIS SITE IS LOCATED WITHIN THE WELLHEAD PROTECTION AREA MAP ON FILE IN THE DEVELOPMENT SERVICES DEPARTMENT. A 5 -YEAR TIME OF TRAVEL ZONE (TOTZ) TO DRINKING WATER WELLHEAD HAS BEEN DETERMINED FOR THIS SITE. IT SHOULD BE NOTED THAT THE CHICK-FIL-A RESTAURANT WILL REPLACE THE EXISTING RESTAURANT (FORMERLY ELMERS). DISPOSAL OF HAZARDOUS MATERIALS IS ANTICIPATED TO BE SIMILAR TO THOSE PRACTICES CURRENTLY USED FOR ELMERS. CHICK-FIL-A USES CLEANING, SANITIZING, AND DISINFECTING CHEMICALS THAT ARE EPA -REGISTERED PRODUCTS. CLEANING SOLVENTS, DEGREASERS, AND OTHER CLEANING CHEMICALS ARE DISPOSED OF IN ACCORDANCE WITH THE MANUFACTURER'S LABEL, SAFETY DATA SHEETS, AND LOCAL, STATE, AND FEDERAL REGULATIONS. THROUGH DAILY USE, CLEANING CHEMICALS ARE DISPOSED OF IN THE SANITARY SEWER IN DILUTED FORMS. SHOULD BULK CONTAINERS NEED TO BE DISPOSED OF, THE CONTAINERS WILL BE TAKEN TO A PERMITTED LOCAL HAZARDOUS WASTE RECYCLING FACILITY. 2. THE MEDIAN LINE WORK ALONG GATEWAY(PROVIDED BY THE CITY OF SPRINGFIELD IN AN EMAIL SENT TO DOWL ON OCTOBER 11, 2022) IS SHOWN AS EXISTING CONDITIONS PER THIS SHEET ALTHOUGH THE IMPROVEMENTS WILL NOT BEGIN UNTIL OCTOBER 31, 2022 AND END ON DECEMBER 31, 2022 (DATES ARE APPROXIMATE). 3. ALL DEMOLITION WORK TO BE PERFORMED UNDER A SEPARATE PERMIT. 1 ■ W® IE09o00� 0 all- oo o <J Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 'OOWL 309 SW 6TH AVENUE, #700 PORTLAND, OREGON 97204 971-280-8641 Uj C Q J � off z LL 0 0 ' LU Q'o a LL ' J ^^ V B Qz N FSR# 04987 REVISION SCHEDULE NO. DATE DESCRIPTION CIVIL'S PROJECT p 14841.01 PRINTED FOR LAND USE DOCUMENTS DATE A11110021 DRAWN BY AG CO Ima�aloaewaaed a�ws na•,d�pam In 8l files Proiuxd la aLavenmed PrgW Z vma be rcprc en In any manner wrneur my G express vnlMna vaEal co n.-nihom G au1Mx¢ed pygal rcpresenrn_ LU SHEET C) EXISTING CONDITIONS OO PLAN W U) SHEET NUMBER C1.0 —Q WE C ■-1 In 4 RANDY PAPE SELTLINE [41 4 1 3 1 K E LEGEND -- BOUNDARY LINE MINIMUM PARKING: BUILDING --------- EASEMENT ADA STALLS CATCHING CURB & GUTTER ---------------- ---- SPILLING CURB & GUTTER a SIGN C SANITARY SEWER CLEANOUT e STORM SEWER CLEANOUT 5STORM CATCH BASIN � PROPOSED ASPHALT PAVEMENT Z PROPOSED CONCRETE G exprcsz vnllenarvnbalcmvnlim G PROPOSED STORMWATER FACILITIES W SHEET GENERALNOTES ...-'----......---'----...._... _............... ..--- --'---- DETERMINED BY USPS AND TENANT AT A LATER TIME. 2. SEE STORM PLAN, SHEET C4.0, FOR MORE INFORMATION ABOUT STORMWATER FACILITIES. X1SITE PLAN NOTES 1. PROPOSED CONCRETE SIDEWALK 2. PROPOSED CFA STANDARD CATCHING/SPILLING CURB AND GUTTER 3. PROPOSED 4" WHITE PAINTED PARKING STRIPE 4. PROPOSED ASPHALT PAVEMENT SURFACE 5. PROPOSED DRIVE-THRU PAVEMENT MARKINGS REFER TO ARCHITECTURAL PLANS FOR BUILDING DETAILS 6. PROPOSED STANDARD A.D.A. STALL AND SIGNAGE 7. PROPOSED VAN ACCESSIBLE A.D.A. STALL AND SIGNAGE 8. PROPOSED WHITE PAINTED STOP BAR AND SIGNAGE 9. PROPOSED DRIVE-THRU EQUIPMENT AND SIGNAGE 10. PROPOSED DRIVE-THRU CANOPY 11. PROPOSED A.D.A. RAMP WITH TRUNCATED DOMES 12. PROPOSED TRASH ENCLOSURE. SEE ARCHITECTURAL PLANS FOR ELEVATION 13. PROPOSED DRIVE-THRU CONCRETE 14. PROPOSED WHITE PAINTED DIRECTIONAL ARROWS 15. PROPOSED CONCRETE PATIO W/ OUTDOOR TABLES & SEATING 16. PADS A AND B AND ASSOCIATED PARKING AND DRIVING AREAS TO BE DESIGNED AND CONSTRUCTED AT A LATER TIME. 17. PROPOSED BUILDING 18. PROPOSED 6"CURBAND GUTTER 19. PROPOSED LID STORMWATER FACILITY (RAIN GARDEN OR INFILTRATION PLANTER), SEE STORMWATER PLAN SHEET FOR MORE INFORMATION 20. PROPOSED RETAINING WALL 21. 5' WIDE PEDESTRIAN CIRCULATION WALKWAY 22. PROPOSED LED LIGHTS FOR EXISTING STREET LIGHT HEADS ALONG GATEWAY PER CURRENT CITY OF SPRINGFIELD LED STANDARDS FOR ARTERIALS. 23. PROPOSED LOT LINE ADJUSTMENT UNDER SEPARATE PERMIT. OREGON UTILITY NOTIFICATION CENTER 1-800-332-2344 1 SITE STATISTICS SITE PARKING: CIVIVS PROJECT M MINIMUM PARKING: 50 STALLS MAXIMUM PER CODE: 63 STALLS ADA STALLS 2 STANDARD STALLS PROVIDED 63 TOTAL PROVIDED 65 STALLS ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987.) 1 20 0 20 40 SCALE IN FEET E o00� 0 po� Qo0 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 0 40'6OOWL 309 SW 6TH AVENUE, #700 PORTLAND, OREGON 97204 971-280-8641 FSR# 04987 REVISION SCHEDULE NO. DATE DESCRIPTION CIVIVS PROJECT M 10841.01 PRINTED FOR LAND USE DOCUMENTS DATE A12021 11/10 DRAWN BY JLG (p mamaia�cwairea aims araa�q aramai � dal8 files praticci fm abwenmeaprgW Z mY^y be rcproLxainanY mvrrl WlFaY G exprcsz vnllenarvnbalcmvnlim G auCnizea pmRtl rcprcsWa4ves. W SHEET U SITE PLAN O W CO SHEET NUMBER a C2.0 _ ni 000 0 0 ° 000 Ooo 0 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 'OOWL 309 SW 6TH AVENUE, #700 PORTLAND, OREGON 97204 971-280-8641 U N UU Q J � Off z LL W 0 UU FSR# 04987 REVISION SCHEDULE NO. DATE DESCRIPTION CIVIUS PROJECTp 14801.01 PRINTED FOR LAND USE DOCUMENTS DATE 11/1012021 DRAWN BY AG CO IMamaoncaaarc mfivs&waq lnal F-- dPlafilesprWuxdlas—aniedprgW Z may rel be rcPr eci In am manner rMMvd G express vnlMna vaGalwmerY bm G aYMx¢ed pygal rcprcsaYaEws. LU SHEET U GRADING PLAN O LU CO SHEET NUMBER Q C3.0 11 C ■-1 M1 4 I 3 I RANnv pno� ocii TIw4r o 4 1 3 1 SE Y K E GENERAL NOTES: 1. CLEAN OUTS ARE REOU I RED AT A MAXIMUM OF 90 FEET ALONG A STORM LINE. 2. STORMWATER FACILITIES FOR THE ENTIRE PARCEL AREA, WHICH INCLUDES THE CFA BUILDING AND TWO OTHER PADS TO BE CONSTRUCTED DURING A LATER PHASE, WILL BE CONSTRUCTED IN FULL AND WILL NOT BE PARTIALLY BUILT. X) STORMWATER CONSTRUCTION NOTES 1. PROPOSED STORMWATER FILTRATION RAIN GARDEN FACILITY PER CITY OF SPRINGFIELD REQUIREMENTS 2. PROPOSED STORMWATER INFILTRATION PLANTER FACILITY PER CITY OF SPRINGFIELD REQUIREMENTS 3. PROPOSED 1.5' WIDE CURB CUT 4. PROPOSED 6" DUCTILE IRON STORM LINE FOR ROOF DRAINAGE FROM BUILDING OR DRIVE-THRU CANOPY. 5. PROPOSED 6" PERFORATED (AT TOP OF PIPE ONLY WITHIN STORMWATER FACILITY) PVC D3034 STORM UNDERDRAIN 6. PROPOSED 10" PVC D3034 STORM LINE 7. PROPOSED 12" PVC D3034 STORM LINE 8. PROPOSED 12" PVC D3034 STORM LINE TO BE INSTALLED PARALLEL TO 6" PERFORATED PIPE AT THE BOTTOM OF THE STORMWATER FACILITY 9. PROPOSED 15" PVC D3034 STORM LINE 10. CONNECT TO EXISTING PUBLIC MANHOLE 11. REPLACE EXISTING 12" PUBLIC DRAINAGE LINE WITH 15" PVC D3034. 12. PROPOSED OVERFLOW WITH BEEHIVE GRATE LEGEND BOUNDARY LINE BUILDING EASEMENT CATCHING CURB & GUTTER SPILLING CURB & GUTTER SIGN SANITARY SEWER CLEANOUT STORM SEWER CLEANOUT STORM CATCH BASIN PROPOSED STORMWATER FACILITY 30 0 30 60 SCALE IN FEET 1 OREGON UTILITY NOTIFICATION CENTER 1-800-332-2344 ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987.) 1 E o00� 0 0 000 Ooo 0 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 0 40'6OOWL 309 SW STH AVENUE, #700 PORTLAND, OREGON 97204 971-280-8641 W Q C. Q a J � 06 z LL W Q'o Uj LUJ LL 0 B rQn2 IL V N FSR# 04987 REVISION SCHEDULE NO. DATE DESCRIPTION CIVIVS PROJECT M 14841.01 PRINTED FOR LAND USE DOCUMENTS DATE A12021 11/10 DRAWN BY JLG CO Inform be on demand, on the d ravnng and In all algmal floor produceal for above named broody Z may not be reproduced in any manner wfbow G express whiten orverbalconseni ham G auPonretl proRtl representatives. LD SHEET U STORMWATER PLAN O W CO SHEET NUMBER C4.0 _a oo�D 0 pl 0 000 Ooo 0 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 40'6OOWL 309 SW 6TH AVENUE, #700 PORTLAND, OREGON 97204 971-280-8641 Q a J � Off z LL W Q'o LLJ LUJ ILL F— 0 rQnIL 2 UV N FSR# 04987 REVISION SCHEDULE NO. DATE DESCRIPTION CIVICS PROJECT M 10841.01 PRINTED FOR LAND USE DOCUMENTS DATE 11/1012021 DRAWN BY JLG (p mamaia��wai,ea a�msarcare a,am ai � dpla files pmticci fm abwenmea prgW Z maY ^a Ge rcProlxaln anY mutts �MMa ezPrcss �.auem or..ma �m�i rm � b,ma�rca PrcKa rcPrc:aaa4ves. LU SHEET U UTILITY PLAN O LU CO SHEET NUMBER Q C5.0 oo�D 0 pl 0 000 Ooo 0 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 40'6OOWL 309 SW 6TH AVENUE, #700 PORTLAND, OREGON 97204 971-280-8641 Q a J � Off z LL W Q'o LLJ LUJ ILL F— 0 rQnIL 2 UV N FSR# 04987 REVISION SCHEDULE NO. DATE DESCRIPTION CIVICS PROJECT M 10841.01 PRINTED FOR LAND USE DOCUMENTS DATE 11/1012021 DRAWN BY JLG CO Inform be onconferee on in. a roving ane In tll algnal files proauoetl for above nametl projet Z may not be reproaocetl in any manner without G ex press whiten oralconseni ham G au PonreaproRtl represent atives. LU SHEET U FIRE SERVICE PLAN O LU CO SHEET NUMBER C5.1 EI O / B C I A I Fc 4 1 3 1 2 1 1 G 0 RANDY PAPE BELTLINE (MINOR ARTERIAL) 5'WIDE PARKING VEGETATIVE EXISTING PROPERTY SCREENING, T-6- HT (TYP) LINE (TYP) �N:IYP STORMIAATER lgil I 1 li u fiGARDEN (T d' a t . IN01 A"111F, Jill a �°:°� i°�� 0.Il e.ee.r `e0 eO °eesOv/30 dO{e•ooee%�p�` _ eats Q \ OOcii�.a re eye a C¢040QQ6 "ae ap,py��pQ' 090eo00-a..�000t 0000006 9000=p� �T yppp00 �No 9 a 1 - - yn �It i- - _���u • • 1"t al Fe .� �ee• D I LEASE LINE (TVP) G -� 2" CAL. / B&B 2 G PAPERBARK MAPLE AS SHOWN ABELIA X'EDWARD GOUCHER' EXFOLIATED BARK ACER RUBRUM'BOWHALL' 4 1 CHICK-FIL-A PHASE 1 " STORMWATER PLANTER (TYP) D_CO•i•4SIe epee OOOO.ee�1ie e0000 GARDEN (TYP) INSTALLE IN GROUN ww®jd%t f, W W —LEASE LINE (TVP) W FO FO ss 1 G G ^\ G \G G DEcl l I � i 'I I L------------- 4 1 3 p I LANDSCAPE PLANT & MATERIALS LEGEND LINE (TYP) 1 3 I III I I � I 3 I I I I r=i I I 5' WIDE PARKING VEGETATIVE I `SCREENING, -T-6" HT (TYP) I IIjIII I EXISTING PIROPERTY I LINE (TYP) I 1 � I I y4 1 I \ 1 I Y WIDE EXISTING SANITARY SEWER EASEMENT (TYP) I I 1 I ss ' I I I I I I I I p I ► I Ss ' ' 1 I , I 1 ) i i I KRUSE WAY I le 00 I s I 1 III y N 30 0 30 U 60 I I I I I^ SCALE IN FEET I� 2 TREES ITEM SIZE CITY. MATURE SIZE (H X W) / COMMENTS ACER GRISEUM 2" CAL. / B&B 2 20'H X 12'W/ UPRIGHT PAPERBARK MAPLE AS SHOWN ABELIA X'EDWARD GOUCHER' EXFOLIATED BARK ACER RUBRUM'BOWHALL' 2" CAL. / B&B 12 40'H X 15'W/ COLUMNAR BOWHALL RED MAPLE AS SHOWN 2,182 48"H IZONE A/EVERGREEN 0 ACER RUBRUMTRANKSRED' 2" CAL. / B&B 6 45'H X 35'W/ UPRIGHT BRANCHING RED SUNSET MAPLE AS SHOWN 3-6" O.C. /7 ALNUS RUBRA 2" CAL. / B&B 12 50'H X 30'W/ UPRIGHT BRANCH ING RED ALDER AS SHOWN MAGENTA ROCK ROSE CARPINUS BETULUS TRANS FONTAINE' 2" CAL. / B&B 14 30'H X 20'W/ COLUMNAR FRANS FONTAINE EUROPEAN HORNBEAM AS SHOWN 174 SH X 4'W / EVERGREEN PINUS PONDEROSA' WILLAMETTE VALLEY' 6' HT / B&B 6 50'+ H X 25'W / EVERGREEN WILLAMETTE VALLEY PONDEROSA PINE AS SHOWN MISCANTHUS SINENSIS'LITTLE KITTEN' 2 GAL. 68 STEWARTIA PSEUDOCAMELLIA 2" CAL. / B&B 2 30'H X 20'W/ OVAL SHAPE JAPANESE STEWARTIA AS SHOWN © PENNISETUM A. 'HAMELN' EXISTING TREE TO REMAIN AS NOTED 30" H X 2'W CONTRACTOR TO PROTECT IN PLACE GROUNDCOVERS SHRUBS & ACCENTS ITEM SIZE CITY. MATURE SIZE (H X W) / COMMENTS ©+ ABELIA X'EDWARD GOUCHER' 5 GAL 107 SH X &W / EVERGREEN CITY. PINK ABELIA 4'-0" O.C. 50%CAREX OBNU PTA 1GAL CONT /24"HT 2,182 48"H IZONE A/EVERGREEN 0 CHAMAECYPARIS OBTUSA 'GRACILIS' 4' - 5' HT. / 7 GAL 19 10'H X S W / COLUMNAR EVERGREEN 8,919 SF SLENDER HINOKI FASLSE CYPRESS 3-6" O.C. /7 TOTAL GROUNDCOVER (100 1100 SF) = 6,282 PLANTS O CISTUSX PULVERULENTUS 'SUNSET 2 GAL. 144 2'H X 4'W / EVERGREEN MAGENTA ROCK ROSE 3-0" O.C. 55 PLANTS 18" H X 18" W 0 MAHONIA AQUIFOLIUM 5 GAL 14'-0" OC 174 SH X 4'W / EVERGREEN YELLOW FLOWER OREGON GRAPE HOLLY LANDSCAPE COVERAGE WI 3 YRS = 75% NARCISSUS'DUTCH MASTER' BULBS O' MISCANTHUS SINENSIS'LITTLE KITTEN' 2 GAL. 68 3H X TIN DUTCH MASTER TRUMPET DAFFODIL LITTLE KITTEN MAIDEN GRASS T-0" OC YELLOW FLOWERS- SPRING 000 © PENNISETUM A. 'HAMELN' 2 GAL CONT 44 30" H X 2'W HAMELN FOUNTAIN GRASS 2'-0" OC BULBS FULL SUN / DROUGHT TOLERANT Q ROSA'RADRAZZ' 5 GAL 13 CANES 86 3H X TIN KNOCK OUT ROSE 3-0" O.C. 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE VIOLA X WITTROCKIANA'CROK4V GOLDEN' 4" POT 54 PLANTS ROSMARINUS OFFICINALIS 'ARP' 5 GAL 102 3H X TIN / EVERGREEN 9" O.C. ARP ROSEMARY T-0" O.C. pmDECORATIVE 0• RUDBECKIA FULGIDA'EARLY BIRD GOLD' 1 GAL 52 2'H X 2'W / PERENNIAL EARLY BIRD GOLD BLACK EYED SUSAN AS SHOWN VALLEY LANDSCAPE CENTER YELLOW FLOWERS SPRING TO FALL GROUNDCOVERS GROUNDCOVERS CITY. POTENTIAL HEIGHT / PLANTING ZONE ARCTOSTAPHYLOS UVA-URSI 1 GAL. CONT. 1,919 SF 6" H X 12" W /ZONE B / EVERGREEN ITEM SIZE CITY. MATURE SIZE (H X W) 2,181 36" H / ZONE A / EVERGREEN 50%CAREX OBNU PTA 1GAL CONT /24"HT 2,182 48"H IZONE A/EVERGREEN 6,282 TOTAL STORMWATER FACILITIES (CITY OF EUGENE STORMWATER ARCTOSTAPHYLOS UVA-URSI'MASS.' 1 GAL. 8,919 SF 9" H X T W / EVERGREEN TOTAL AREA = 6,282 SF /7 TOTAL GROUNDCOVER (100 1100 SF) = 6,282 PLANTS (6,282 PLANTS REO) KINNIKINICK 2'-0" O.C. 2,586 PLANTS LEASE AREA: TAX LOT 1703222001300 = 79,555 SF (1.83 AC) AS PART OF THE SITE PLAN REVIEW PROCESS FOR HEMEROCALLIS'HAPPY RETURNS' 1 GAL 55 PLANTS 18" H X 18" W MATERIALS WITHIN 3 YEARS OF THE DATE OF 30% HAPPY RETURNS DAYLILY 18" O.C. ALL LANDSCAPE AREAS SHALL BE IRRIGATED WITH A YELLOW FLOWER FULLY AUTOMATIC UNDERGROUND SYSTEM CAPABLE OF LANDSCAPE COVERAGE WI 3 YRS = 75% NARCISSUS'DUTCH MASTER' BULBS 218 BULBS 20" H X 6" W / BULB BULB MIX 30% DUTCH MASTER TRUMPET DAFFODIL 9" O.C. YELLOW FLOWERS- SPRING 000 INTERIOR PARKING LANDSCAPE = 5,390 SF OR 21% INTERIOR PARKING TREES- 1/100 SF = 23 TREES Q 2" CAL (19 TREES REO) INTERIOR PARKING SHRUBS - 4/100 SF = 127 SHRUBS Q 5 GAL (75 SHRUBS REO) TOTAL LANDSCAPE AREA PROPOSED = 16,803 SF COLCHICUM GIGANTEUM'THE GIANT BULBS 180 BULBS 8" H X 6" W / BULB 356 SF 25% GIANT AUTUMN CROCUS 9" O.C. PURPLE FLOWERS - FALL NOTIFICATION CENTER 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE VIOLA X WITTROCKIANA'CROK4V GOLDEN' 4" POT 54 PLANTS 8" X 10" / WINTER ANNUAL NOTIFICATION CENTER IS (503) 232-1987.) 15% CROWN GOLDEN PANSY 9" O.C. CLEAR GOLDEN FLOWERS pmDECORATIVE ROCKBAND @ BUILDING T-6" X 6" 60 SF WASHED RIVER ROCK, SIZE 2"- 3" VALLEY LANDSCAPE CENTER 1.25 CY INSTALL OVER MIRAFI 140N NON -WOVEN SURE -LOC STEEL EDGING 1/4" X 5" X 16' 48 LF GEO-TEXTILE, TUALATIN, 503-692-0606 15" STEEL STAKES, COLOR BLACK STORMWATER FACILITY PLANT MATERIALS: GROUNDCOVERS ITEM SIZE CITY. POTENTIAL HEIGHT / PLANTING ZONE ARCTOSTAPHYLOS UVA-URSI 1 GAL. CONT. 1,919 SF 6" H X 12" W /ZONE B / EVERGREEN KINNIKINICK 100/100SF 1,919PLANTS NATIVE RUSH/SEDGE MIX 100 / 100 SF 4,363 SF NATIVE 50%JUNCUS PATENS 1 GAL CONT 124" HT 2,181 36" H / ZONE A / EVERGREEN 50%CAREX OBNU PTA 1GAL CONT /24"HT 2,182 48"H IZONE A/EVERGREEN 6,282 TOTAL STORMWATER FACILITIES (CITY OF EUGENE STORMWATER MANAGEMENT MANUAL): GROWING MEDIUM =SEE CIVIL SHEETS STORMWATER FACILITIES = RAIN GARDENS & PLANTERS TOTAL AREA = 6,282 SF TOTAL GROUNDCOVER (100 1100 SF) = 6,282 PLANTS (6,282 PLANTS REO) LANDSCAPE CODE SUMMARY LEASE AREA: TAX LOT 1703222001300 = 79,555 SF (1.83 AC) AS PART OF THE SITE PLAN REVIEW PROCESS FOR DEVELOPMENT, ALL LANDSCAPED AREAS SHALL BE AT DEVELOPMENT STANDARDS: CITY OF SPRINGFIELD LEAST 75 PERCENT COVERED WITH LIVING PLANT ZONING BASE: COMMUNITY COMMERCIAL (CC) CH 3.2.200 MATERIALS WITHIN 3 YEARS OF THE DATE OF PARKING SETBACK - CC ZONING =SMIN INSTALLATION. ZONING OVERLAY: GATEWAY REFINEMENT PLAN ALL LANDSCAPE AREAS SHALL BE IRRIGATED WITH A COMMERCIAL ELEMENT FULLY AUTOMATIC UNDERGROUND SYSTEM CAPABLE OF LANDSCAPE COVERAGE WI 3 YRS = 75% DELIVERING 100% COVERAGE OF ALL EXISTING AND INTERIOR PARKING LOT LANDSCAPE = 7.5% MIN PROPOSED PLANT MATERIAL. PARKING VEGETATIVE SCREENING=3-6"HT SHRUBS PROPOSED DEVELOPMENT: PARKING LOT AREA = 24,711 SF INTERIOR PARKING LANDSCAPE REQ = 1,853 SF OR 7.5% INTERIOR PARKING LANDSCAPE = 5,390 SF OR 21% INTERIOR PARKING TREES- 1/100 SF = 23 TREES Q 2" CAL (19 TREES REO) INTERIOR PARKING SHRUBS - 4/100 SF = 127 SHRUBS Q 5 GAL (75 SHRUBS REO) TOTAL LANDSCAPE AREA PROPOSED = 16,803 SF TOTAL TREES - 2/1,000 SF = 54 TREES Q 2" CAL (34 TREES REO) _ TOTAL SHRUBS - 10/1,000 SF = 488 SHRUBS Q 5 GAL (168 SHRUBS REO) ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES OREGON UTILITY ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR NOTIFICATION CENTER 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE 1-800-332-2344 CENTER. (NOTE THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987.) 1 ■ W® E o00� aft oo Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 rm 309 SW 6TH AVENUE, #700 PORTLAND OREGON 97204 971-280-8641 4R�ISTEh,� OB?�,^/-/ j� rWel A ICM/I .{Cv� y OREGON ccj 06/11/07 ` PE ARG EXPIRES 05/31/2023 LU C Q J � _ 06z LL 0 / LU Uj LU LL J 0 B �Q'^) z V FSR# 04987 REVISION SCHEDULE NO. DATE DESCRIPTION Cll PROJECT # 14841.01 PRINTED FOR LAND USE DOCUMENTS DATE A11/1012021 DRAWN By PEG Co Ma imcWarc mNad�inal --- apla files approticei fm abwenmedprgW z YrvYbercprW inanY—wtF G upresz vnllmarvabalcmvnlim G autlxnzed��tlrc�aYadves. LU SHEET U LANDSCAPE 0❑ PLAN W CO SHEET NUMBER Q _J L1.0 4 3 2 1 TREE INSTALLATION STEPS: IL 1. WHILE TREE IS OUT OF THE HOLE: GROUNDCOVER PLANT: REMOVE WIRE BASKET COMPLETELY. REFER TO LEGEND FOR SPECIES • LOOSEN TWINE FROM ROOTBALLAND REMOVE COMPLETELY. O.C. FT - _f - _M� 2. PLACE TREE IN HOLE. SPACING ° HARDSCAPE ELEMENT i ' 3. UNFOLD BURLAP AND CUTAWAY E +°I e. CURB/SIDEWALK------------ AT LEAST 3/40F BURLAP. E a------- l 4. BACKFILL TREE ROOTBALL + i. ❑ ❑ ❑1 ❑ ❑� I w/APPROVED AMENDED TOPSOIL. 1/2 PACIN 11 11.. 1 JUNCUS PATENS DECIDUOUS TREE: + + ❑ ❑ ❑ ❑ ❑ I � REFER TO LEGEN D FOR SPECI ES �, 11 - ' 00000 O.C. + � -4�� i '1 CAREX OBNUPTA SPACING i b ° I O O O O O - i + + GROWING MEDIUM (2) 2" WOODEN STAKE, DRIVEN A MINIMUM OF 18" INTO EXISTING u a J ❑ ❑ ❑ ❑ ❑ ❑ 1/2 TREE HT. UNDISTURBED SUBGRADE SOIL. t� �l DECIDUOUS / EVERGREEN SHRUB : + I I ADJUSTABLE PLASTIC GUY -WIRE _ J REFER TO LEGEND FOR SPECIES I. ❑ ❑ ❑ ❑ ❑ SAMPLE AREA TREE ROOTBALL tel` SHRUB ROOTBALL 3" MULCH LAYER I 1 3" MULCH LAYER 3" MULCH LAYER 1" LIP L -------------------J FINISH HARDSCAPE ELEMENT FINISH TOPSOIL GRADE FINISH TOPSOIL GRADE TOPSOIL - � CURB/SIDEWALK GRADE ; ROOTBALL- TOPSOIL: AMEND TOPSOIL PER LABT'J III�� TOPSOIL: AMENDTOPSOIL PER LAB - GROUNDCOVERPLANT: NOTES: DEPTH 1J�4" h'I ANALYSIS AND TOPSOIL NOTESN ANALYSIS AND TOPSOIL NOTES A� REFER TO LEGEND FOR SPECIES ^ \ _ PRIOR TO ADDING FERTILIZER. ` 4" ° �- „� ,i' = PRIOR TO ADDING FERTILIZER. 2" MIN. TOPSOIL: ALL GROUND COVER SHALL BE PLANTED AT EQUAL TRIANGULAR SPACING PER AMEND TOPSOIL PER LAB SCARIFY AND RE -COMPACT TO 4" HT. �_ ON CENTER SPACING AS SPECIFIED ON PLANTING PLAN. _ SCARIFY AND RE -COMPACT TO 4" HT. IIIIII�-III- IIII-SII ANALYSIS AND TOPSOIL NOTES �-III-III III-� III-- PRIOR TO ADDING FERTILIZER.III III - EXISTING SUBGRADE IIIIII=IIIIII=III=III= �_� = �:= EXISTING SUBGRADE EXISTING SUBGRADE LOCATE GROUND COVER ONE HALF OF SPECIFIED SPACING DISTANCE FROM ANY 18" MIN. D CURB, SIDEWALK, OR OTHER HARDSCAPE SURFACE, UNLESS OTHERWISE NOTED. 2x ROOTBALL D ALL GROUND COVER SHALL BE PLANTED AT LOCATE GROUND COVER ONE HALF OF SPECIFIED DO NOT INSTALL MULCH IN STORMWATER FACILITIES BELOW THE TOP OF BANK - REMOVE CONTAINER FROM PLANT AND EQUAL TRIANGULAR SPACING PER ON CENTER SPACING DISTANCE FROM ANY CURB, SIDEWALK, OR I� SCORE ROOTBALLS TO LOOSEN ANY ROOT SPACING AS SPECIFIED ON PLANTING PLAN. OTHER HARDSCAPE SURFACE, UNLESS OTHERWISE NOTED. 2 x ROOTBALL BOUND MATERIAL PRIOR TO INSTALLATION. ,I-, GROUNDCOVER SPACING / PLANTING NOT TO SCALE C2J STORMWATER FACILITY PLANTINGS NOTTOSCALE3 DECIDUOUS TREE PLANTING NOT TO SCALE 4 SHRUB PLANTING NOT TO SCALE TREE INSTALLATION STEPS: Off. 1. WHILE TREE IS OUT OF THE HOLE: 1. ALL CEMENT TREATED LANDSCAPE AREAS SHALL BE EXCAVATED A MINIMUM OF 6'BELOW BOTTOM OF TREAT AREA AND REMOVED FROM THE SITE. BACKFILL WITH TOPSOIL TO ORIGINAL GRADE PRIOR TO ADDING THE SPECIFIED • ---�� REMOVE WIRE BASKET COMPLETELY. 3"MULCH O AMENDED SOIL PER THE PLANS. • LOOSEN TWINE FROM ROOTBALL AND v TOPSOIL REMOVE COMPLETELY.-j�n✓' 1. 2. CONTRACTOR TO VERIFY VdTH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION, TO DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, 2. PLACE TREE IN HOLE. WHETHER SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. 3. UNFOLD BURLAP AND CUTAWAY AT LEAST 314 OF BURLAP. 3. CONTRACTOR SHALL EXAMINE FINISH SURFACE,GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS OF WORK BEFORE STARTING. 4. BACKFILL TREE ROOTBALL i 4. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO THE LANDSCAPE ARCHITECT. w/ APPROVED AMENDED TOPSOIL. TOP OF BARK MULCH EVERGREEN TREETO BE 1"BELOW S. ALL PLANT MASSES TO BE CONTAINED WITHIN A 3" LAYER OF BARK MULCH BED, UNLESS NOTED OTHERWISE. : BACK OF CURB. REFER TO LEGEND FOR SPECIES 6. BED EDGE TO BE NO LESS THAN 12" AND NO MORE THAN 18" FROM OUTER EDGE OF PLANT MATERIAL BRANCHING. WHERE GROUND -COVER OCCURS, PLANTTO LIMITS OF AREA AS SHOWN. NOTE "A": 7. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS. ^, (3) 2" WOODEN STAKE, DRIVEN A LANDSCAPE MOUNDING HEIGHT Jp ��✓ \`� MINIMUM OF 18" INTO EXISTING VARIES BASED ON PLANTER 8. CONTRACTOR TO FINE GRADE AND ROCK -HOUND ALL PLANTING AREAS PRIOR TO PLANTING, TO PROVIDE A SMOOTH AND CONTINUAL SURFACE, FREE OF IRREGULARITIES (BUMPS OR DEPRESSIONS) & EXTRANEOUS MATERIAL OR UNDISTURBED SUBGRADE SOIL. WIDTH AS FOLLOWS: DEBRIS. C (ONE STAKE HIDDEN) ADJUSTABLE PLASTIC GUY -WIRE 1/2 TREE HT. �% CJ -�� TREE ROOTBALL 3" MULCH LAYER INSIDE PLANTER WIDTH MOUNDING HEIGHT 3'-4' 3" 5'-9' 6" 10'-20' 9" 9. QUANTITIES ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR CAN TAKEOFFS. THE CONTRACTOR SHALL BE RESPONSIBLE FORBID QUANTITIES AS INDICATED N THE PLANS. IF THERE IS A DISCREPANCY BETWEEN THE c NUMBER IN THE PLANT LEGEND AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN, THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN. 10. COORDINATE PLANTING INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS. 11. CONTRACTOR SHALL NOT REMOVE ANY TREES DURING CONSTRUCTION WITHOUT THE EXPRESS WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AS DIRECTED BY THE LANDSCAPE ARCHITECT. 12. WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD EXISTING TREES, NOTIFY LANDSCAPE ARCHITECT TO ADJUST TREE LOCATIONS. FINISH TOPSOIL GRADE 13 LANDSCAPE TREES, SHRUBSCOMPLETIONNTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE ANTIONS AND C , LAWNS AND OTHER PLANTS UNTIL NAL ACCEPTANCE OR 90 DAYS AFTER NOTIFICATION D ACCEPTANCE, STTHAT ALL PUNCH L \A IICHEVER IILONGER. WARRANTY ALL PLANTING FOIST ITEMS HAVE R COMPLETED TOPSOIL: AMEND TOPSOIL PER LAB A PERIOD OF TWO (2) YEARS FROM THE DATE OF 18" MIN. " q ANALYSIS AND TOPSOIL NOTES VARIES - SEE NOTE'WABOVE ACCEPTANCE. PRIOR TO ADDING FERTILIZER.' � N 14. REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIZER SCARIFYAND RE-COMPACTT04"HT. y� - _ 15. BACKFILL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAIN: ONE PART FINE GRADE COMPOST TO FOUR PARTS TOPSOIL BY VOLUME. INCORPORATE ANY SLOW RELEASE FERTILIZERS AND AMENDMENTS PER SOIL LAB P - -III III -III EXISTING SUBGRADE ANALYSIS RECOMMENDATIONS. =III=III=III=III=III=III= 18. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT 90 DAYS PRIOR TO INSTALLATION. PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOTCOMPLY WTH THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BYTHE LANDSCAPE ARCHITECT AT NO COST TO THE OWNER. THESE ITEMS MAV BE REQUIRED TO BE REPLACED WITH PLANT MATERIALS THAT ARE IN 2 x ROOTBALL III III -III III IIIIIIIII-III COMPLIANCE WITH THE DRAWINGS. 17. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE ALL PLANT MATERIAL IN THE SIZE SPECIFIED ON PLAN PRIOR TO INSTALLATION. IN THE EVENT THE PLANT MATERIAL IS NOT AVAILABLE IN THE SIZE SPECIFIED, THE CONTRACTOR SHALL SUBMIT TO THE OWNERS' REPRESENTATIVE, AND THE LANDSCAPE ARCHITECT, A WRITTEN ESTIMATE TO INCREASE PLANT MATERIAL (AND INSTALL) THE NEXT AVAILABLE CONTAINER SIZE PLANT (I.E. 4" POT TO ONE GALLON CONTAINER, 2' CALIPER TREE TO 2.5" CALIPER). �5j EVERGREEN TREE PLANTING NOT TO SCALE6 SOIL MOUNDING: ISLANDS AND PERIMETER NOT TO SCALE 18. CONTRACTOR SHALL BE RESPONSIBLE TO IMPLEMENT BEST MANAGEMENT PRACTICES TO STABILIZE ALL SLOPES 3;1 OR GREATER AND PREVENT EROSION OR MOVEMENT OF SOIL FROM SLOPES. THIS COULD INCLUDE, BUT NOT LIMITED TO, EROSION CONTROL FABRIC, STAKING, NETTING, AND STRAW WATTLES. SUBMIT METHOD OF SLOPE STABILIZATION TO LANDSCAPE ARCHITECT FOR REVIEW AND WRITTEN APPROVAL 30 DAYS PRIOR TO IMPLEMENTATION. 19. PRIOR TO MOBILIZATION THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING IF THEY BELIEVE ANY OF THE PLANT MATERIAL IDENTIFIED ON THE PLAN MAY NOT BE SUITABLE FOR THE SITE OR MAY DIE. B 1. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE A NUMBER IN THE BASE BID TO FURNISH B. AMENDED IMPORTED TOPSOIL SHALL INCLUDE ALL NECESSARY FERTILIZER AND AMENDMENTS PER SUBSTITUTION REQUESTS MAY BE GRANTED BY THE LANDSCAPE ARCHITECT PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. IF NOTIFICATION IS NOT GIVEN TO THE LANDSCAPE ARCHITECT ALL PLANTING WHICH FAILS TO B THE SOIL ANALYSIS RECOMMENDATIONS. TOPSOIL ANALYSIS SHALL STATE ORGANIC MATTER GROW EXCEPT FOR DEFECTS RESULTING FROM LACK OF ADEQUATE MAINTENANCE AS DETERMINED BYTHE OWNER NEGLECT OR VANDALISM SHALL BE REPLACED BYTHE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. AND INSTALL AMENDED TOPSOIL IN ALL LANDSCAPE BEDS AND SEEDED AREAS AS SPECIFIED BELOW UNLESS , OTHERWISE NOTED. AMENDED TOPSOIL SHALL INCLUDE ALL NECESSARY FERTILIZERS, ORGANIC AND INORGANIC MATTER (SILT, CLAY AND SAND), DELETERIOUS MATERIAL, PH, MINERAL AND 20. NOTIFY THE LANDSCAPE ARCHITECT IN WRITING, WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE ENCOUNTERED, SUCH AS RUBBLE FILL, POOR PLANTING SOIL, ADVERSE DRAINAGE CONDITIONS, OR OBSTRUCTIONS, INORGANIC AMENDMENTS, BASED ON INDUSTRY STANDARDS FOR EXCEPTIONAL PLANT DEVELOPMENT. PLANT -NUTRIENT CONTENT. IN ADDITION THE REPORT SHALL ALSO STATE RECOMMENDED QUANTITIES PRIOR TO PLANTING. • SCARIFY ALL PLANTING AREA SUBGRADE TO A DEPTH OF 6". INSTALL & TILL IN 2" LAYER OF AMENDED (BY PERCENTAGE OF WEIGHT TE. 2 LBS OF 15-15-15 PER 1DDOSF) OF NITROGEN, PHOSPHORUS AND TOPSOIL INTO SCARIFIED SUBGRADE AND RE -COMPACT TO 90%. POTASH, NUTRIENTS AND ANY LIMESTONE, ALUMINUM SULFATE, OR OTHER SOIL AMENDMENTS TO BE 21. PLANTING RESTRICTIONS- PLANTING IS NOT PERMITTED DURING THE FOLLOWING CONDITIONS, UNLESS OTHERWISE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT: • INSTALL A MINIMUM 12" DEPTH OF AMENDED TOPSOIL TO PERIMETER AND FRONTAGE AREAS. ADDED TO PRODUCE A SATISFACTORY AMENDED TOPSOIL. FURNISH REPORT AND RECOMMENDATIONS A. COLD WEATHER: LESS THAN 32 DEGREES FAHRENHEIT • INSTALL A MINIMUM 18" DEPTH OF AMENDED TOPSOIL TO ALL PLANTER ISLANDS AND BUILDING TO LANDSCAPE ARCHITECT FOR REVIEWAND WRITTEN APPROVAL 30 DAYS PRIOR TO MOBILIZATION. B. HOT WEATHER: GREATER THAN 90 DEGREES FAHRENHEIT FOUNDATION PLANTERS. INCLUDE ADDITIONAL TOPSOIL MOUNDING REQUIREMENT, SEE DETAIL THIS C. WET WEATHER: SATURATED SOIL OR STANDING WATER SHEET. 7. IN ADDITION TO THE SOILS ANALYSIS RECOMMENDATIONS THE LANDSCAPE CONTRACTOR SHALL ADD I D. WINDY WEATHER: WIND VELOCITIES GREATER THAN 20 M.P.H. PART (2 "LAYER) OF APPROVED HUMUS MATERIAL TO 2 PARTS AMENDED TOPSOIL. SUBMIT CUT SHEET 22_ ALL PLANTING AREAS EXCEPT FOR MITIGATION AREAS SHALL BE WATERED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. MITIGATION AREAS SHALL BE IRRIGATED PER CWS REQUIREMENTS. 2. UPON BEING AWARDED THE CONTRACT, THE GENERAL CONTRACTOR SHALL COORDINATE WITH A STATE OF HUMUS MATERIAL (CERTIFIED FINE COMPOSTED YARD DEBRIS) TO LANDSCAPE ARCHITECT FOR LICENSED SOIL LABORATORY AND THE LANDSCAPE ARCHITECT, TO DETERMINE THE SUITABILITY AND REVIEW AND WR ITTEN APPROVAL PRIOR TO MIXING. 23. DO NOT LOCATE TREES IN EASEMENTS. AVAILABILITY OF THE EXISTING SITE TOPSOIL. THE CONTRACTOR SHALL SEND THE TOPSOIL TO A SOIL LABORATORY FOR ANALYSIS STATING THAT THE TOPSOIL BE ANALYZED FOR A LANDSCAPE CROP. AFTER 8. PRIOR TO PLACEMENT OF TOPSOIL SCARIFY AND LOOSEN SUBGRADE OF PLANTING BED AREA TO A 24. SEE CIVIL PLANS FOR EXISTING TREES TO REMAIN ON SITE. RECEIVING RECOMMENDATIONS FROM THE SOILS EXPERT FORWARD A COPY TO THE OWNERS MINIMUM DEPTH OF 6INCHES. REMOVE STONES LARGER THAN V IN ANY DIMENSION AND STICKS, REPRESENTATIVE AT WHICH TIME A DECISION WILL BE MADE BYTHE OWNER AS TO WHETHER OR NOT THE ROOTS, RUBBISH AND OTHER EXTRANEOUS MATERIALS. REMOVE WEEDS FROM EXISTING SUBGRADE 25. ALL PLANTS MUSTCOMPLY TO THE AMERICAN STANDARD FOR NURSERY STOCK. THOSE THAT DO NOTWILL BE REJECTED. CALIPER TREES MUST BRANCH AT S MIN. HT. EXISTING ON-SITE STOCKPILE WILL BE USED FOR THE PROJECT. AND TREAT WITH NECESSARY HERBICIDE TO PREVENT WEED GROWTH. SPREAD HALF OF THE 26. LANDSCAPE CONTRACTOR TO READ AND UNDERSTAND THE LANDSCAPE SPECIFICATIONS (SHEET L-1.2) PRIOR TO FINALIZING BIDS. THE LANDSCAPE SPECIFICATIONS SHALL BE ADHERED TO THROUGHOUTTHECONSTRUCTION AMENDED TOPSOIL MIXTURE AND WORK INTO TOP OF LOOSEN SUBGRADE TO CREATE A TRANSITION PROCESS. 3. IF THE EXISTING TOPSOIL IS TO BE USED THE CONTRACTOR SHALL ADD THE RECOMMENDED AMENDMENTS LAYER. PLACE REMAINING HALF OF THE PLANTING SOIL MIXTURE TO THE DEPTH REQUIRED TO MEET 27. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING TREES FROM DAMAGE DURING CONSTRUCTION. ALL TREE PROTECTION DEVICES TO BE INSTALLED PRIOR TO THE STARTOF LAND DISTURBANCE, AND MAINTAINED UNTIL AND FERTILIZERS AS STATED IN THE SOILS ANALYSIS ALONG WITH ADDITIONAL AMENDMENTS AND FERTILIZERS THICKNESS, GRADES AND ELEVATIONS SHOWN, AFTER LIGHT ROLLING AND NATURAL SETTLEMENT. FINAL LANDSCAPING. ALL TREE PROTECTION AREAS TO BE PROTECTED FROM SEDIMENTATION. ALTREE PROTECTION FENCING TO BE INSPECTED DAILY, AND REPAIRED OR REPLACED AS NEEDED. NO PARKING, STORAGE OR LISTED IN NOTE #6 AND #7. OTHER CONSTRUCTION ACTIVITIES ARE TO OCCUR WITHIN TREE PROTECTION AREAS. 9. WITHIN TREE WELLS & PLANTER ISLANDS, REMOVE EXISTING SOIL AND OTHER DEBRIS, TOA MINIMUM 28. ALL PLANTING AREAS SHALL BE CLEANED OF CONSTRUCTION DEBRIS (IE. CONCRETE, ROCK, RUBBLE, BUILDING MATERIALS,ETC) PRIOR TO ADDING AND SPREADING OF THE TOPSOIL. 4. IN THE EVENT THE EXISTING ON-SITE TOPSOIL IS OF POOR QUALITY(AS DETERMINED BYTHE SOIL ANALYSIS) DEPTH OF 18" AND REPLACE WITH AMENDED TOPSOIL. ADD ADDITIONAL SOIL AS REQUIRED PER 29. PLANTING AREA SUBGRADE TO BE HELD DOWN THE APPROPRIATE ELEVATION TO ACCOUNT FOR TOPSOIL DEPTH AND MOUNDING. OR IS UNAVAILABLE FOR USE, THE OWNER'S REPRESENTATIVE WILL MAKE A DECISION AS TO WHETHER OR NOT DETAILS AND NOTES. 30. PRIOR TO BEGINNING WORK, THE LANDSCAPE CONTRACTOR SHALL INSPECT THE SUBGRADE, GENERAL SITE CONDITIONS, VERIFY ELEVATIONS, UTILITY LOCATIONS, AND OBSERVE THE SITE CONDITIONS UNDER WHICH THE WORK IS THE NUMBER FOR IMPORTING 9" OF AMENDED IMPORTED TOPSOIL WILL BE ADDED TO THE SIGNED CONTRACT TO BE DONE. NOTIFY THE GENERAL CONTRACTOR OF ANY UNSATISFACTORY CONDITIONS, WORK SHALL NOT PROCEED UNTIL SUCH CONDITIONS HAVE BEEN CORRECTED AND ARE ACCEPTABLE TO THE LANDSCAPE CONTRACTOR. 10. THE CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT, SHIPPING TICKETS FOR IMPORTED 31. ANY DEVIATIONS FROM THE APPROVED SET OF PLANS ARE TO BE APPROVED BY THE LANDSCAPE ARCHITECT. AGREEMENT. 32. LANDSCAPING SHALL BE INSTALLED IN CONFORMANCE WITH ANSI Z60.1 THE'AMERICAN STANDARD FOR NURSERY STOCK' AND THE ACCEPTED STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. TOP SOIL AND HUMUS MATERIAL, 60 DAYS PRIOR TO INSTALLATION FOR REVIEW AND WRITTEN 33. EXISTING GRASS IN PROPOSED PLANTING AREAS SHALL BE KILLED AND REMOVED. HAND RAKE TO REMOVE ALL ROCKS AND DEBRIS LARGER THAN 1 INCH IN DIAMETER, PRIOR TO ADDING TOPSOIL AND PLANTING SHRUBS. SOIL TO A 5. IF AMENDED IMPORTED TOPSOIL IS TO BE USED, THE GENERAL CONTRACTOR WALL BE NOTIFIED IN WRITING BY APPROVAL. BE TESTED TO DETERMINE FERTILIZER AND LIME REQUIREMENTS PRIOR TO LAYING SOD. A THE OWNER'S REPRESENTATIVE AND THE CONTRACT MODIFIED ACCORDINGLY. TOPSOIL SHALL BE OBTAINED 34. SOD TO BE DELIVERED FRESH (CUT LESS THAN 24 HOURS PRIOR TO ARRIVING ON SITE), LAID IMMEDIATELY,ROLLED, AND WATERED THOROUGHLY IMMEDIATELY AFTER PLANTING. EDGE OF SOD AT PLANTING BEDS ARE TO BE"V" FROM NATURALLY WELL -DRAINED SITES WHERE TOPSOIL OCCURS AT LEAST 4INCHES DEEP. DO NOT OBTAIN TRENCHED; SEE LANDSCAPE DETAILS. FROM BOGS OR MARSHES. IMPORTED TOPSOIL TO COMPLY WITH ASTM D 5268, WITH A PH RANGE OF 5.5 TO 7.0, 35. ANY EXISTING GRASS DISTURBED DURING CONSTRUCTION TO BE FULLY REMOVED, REGRADED AND REPLACED. ALL TIRE MARKS AND INDENTIONS TO BE REPAIRED. FREEOFSTONESI INCHORLARGER IN ANY DIMENSION, AND ANY OTHER EXTRANEOUS MATERIALS(ROCKS, 38. WATER THOROUGHLY TWICE IN FIRST 24 HOURS AND APPLY MULCH IMMEDIATELY. STICKS,RUBBISH,SOD) HARMFUL TO PLANT GROWTH. AN ADDITIONAL SOILS ANALYSIS WILL BE REQUIRED FOR 37. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS INSTALLED FOR ONE FULL YEAR FROM DATE OF ACCEPTANCE BY THE OWNER. ALL PLANTS SHALL BE ALIVE AND AT A VIGOROUS RATE OF GROWTH AT THE END OF THE GUARANTEE PERIOD. SEE LANDSCAPE SPECIFICATIONS FOR WARRANTY REQUIREMENTS/EXPECTATIONS. ANY PLANT THAT IS DETERMINED DEAD, IN AN UNHEALTHY, UNSIGHTLY CONDITION, LOST ITS SHAPE DUE TO DEAD THE IMPORTED TOPSOIL. BRANCHES, OR OTHER SYMPTOMS OF POOR, NON -VIGOROUS GROWTH, SHALL BE REPLACED BY THE LANDSCAPE CONTRACTOR. SEE LANDSCAPE SPECIFICATIONS FOR WARRANTY REQUIREMENTS/EXPECTATIONS. 38. IRRIGATION AS -BUILT SHALL BE PROVIDED TO THE LANDSCAPE ARCHITECT WITHIN 24 HOURS OF IRRIGATION INSTALL COMPLETION. 39. STAKE ALL EVERGREEN AND DECIDUOUS TREES AS SHOWN IN THE PLANTING DETAIL AND AS PER THE LANDSCAPE SPECIFICATIONS. REMOVE STAKES AND GUYING FROM ALL TREES AFTER ONE YEAR FROM PLANTING. ,j,_7 TOPSOIL NOTES 8 GENERAL NOTES - LANDSCAPE PLANTING PLAN 4 3 2 1 O�oO aft oo Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 309 SW 6TH AVENUE, #700 PORTLAND, OREGON 97204 971-280-8641 4R�ISTEh,� os.{� � WA B. u � y OREGON ccj 05/11/07 4PE ARG EXPIRES 05/31/2023 W Q FSR# 04987 REVISION SCHEDULE NO. DATE DESCRIPTION CIVIUS PROJECT # 14841.01 PRINTED FOR LAND USE DOCUMENTS DATE 11/1012021 DRAWN BY PEG Co �aia,ewa�mhmdaw inwl � dpl8 files pmtic_NN fm abwenmeiprgW Z m•r�x,ropa,eea m•ro ^••me, wiles ezprcss wmen o� verbal emeni em •,nal:<a proKa 2prcsWa4ves. IJJ SHEET U LANDSCAPE 0❑ DETAILS W CO SHEET NUMBER Q J L1.1 4 1 3 LANDSCAPE SPECIFICATIONS 3. Landscape IslandsJMedians: Fracturelloosen existing subgrade to a minimum 24" PART 1 - GENERAL depth. Remove and replace any subgrade unsuitable for planting. Once subgrade is clean of debris and loosened, add topsoil as shown on details. PRUNING All ornamental trees, shrubs and ground cover shall be pruned when appropriate to remove dead or damaged branches, develop the natural shapes. Do not shear trees or shrubs. If previous maintenance practice has been to shear and ball, then a natural shape will be restored gradually. Pruning Guidelines: 1. Prune those that flower before the end of June immediately after flowering. Flower buds develop during the previous growing season. Fall, winter or spring pruning would reduce the spring flowering display. 2. Prune those that flower in summer or autumn in winter or spring before new growth begins, since these plants develop flowers on new growth. 3. Delay pruning plants grown for ornamental fruits, such as cotoneasters, pyracanthas and viburnums. 4. Hollies and other evergreens may be pruned during winter in order to use their branches for seasonal decoration. However, severe pruning of evergreens should be done in early spring only. 5. Broadleaf evergreen shrubs shall be hand -pruned to maintain their natural appearance after the new growth hardens off. 6. Hedges or shrubs that require shearing to maintain a formal appearance shall be pruned as required. Dead wood shall be removed from sheared plants before the first shearing of the season. 7. Conifers shall be pruned, if required, according to their genus. A. Yews, junipers, hemlocks, arborvitae, and false -cypress may be pruned after new growth has hardened off in late summer. If severe pruning is necessary, it must be done in early spring. B. Firs and spruces may be lightly pruned in late summer, fall, or winter after completing growth. Leave side buds. Never cut central leader. C. Pines may be lightly pruned in early June by reducing candles. 8. Groundcover shall be edged and pruned as needed to contain it within its borders. 2 The installation of perennials, annuals, and bulbs, unless specified herein, shall be reviewed with the owner, and, if accepted, installed and billed to the owner. SEASONAL COLOR MAINTENANCE Perennialization of Bulbs: 1. After flowering, cut off spent flower heads. 2. Allow leaves of daffodils and hyacinths to remain for six weeks after flowers have faded. Cut off at base. 3. Allow leaves of other bulbs to yellow naturally and then cut off at base. 4. Apply fertilizer after flowering in spring, possibly again in fall. Apply 10-10-10 at the rate of 2 pounds per 1000 square feet, or top -dress with compost 1" deep. Fall fertilization with a bulb fertilizer or mulching with 1" of compost is optional. Flower Rotation: 1. Bulbs: Remove the entire plant and bulb after flowers have faded or at the direction of the owner, and install new plants if included in contract. 2. Summer Annuals or Fall Plants: a. Dead heading: Pinch and remove dead flowers on annuals as necessary. b. Fertilizing Summer Annuals: Fertilize using one or two methods: Apply a slow-release fertilizer in May following manufacturers recommendations. A booster such as 10-10-10 may be necessary in late summer. Or, apply liquid fertilizations of 20-20-20 water-soluble fertilizers, not to exceed 2 pounds of 20-20-20 per 100 gallons of water, monthly; or mulch with compost 1" deep. c. Removal: If fall plants are to be installed, summer annuals shall be left in the ground until the first killing frost and then removed, unless otherwise directed by the owner. 1 O�oO aft o 0 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 309 SW 6TH AVENUE, #700 PORTLAND, OREGON 97204 971-280-8641 4�PISTEh, �O 062 n WA IA C Cv 'y OREGON 05/11/07 4PE ARG EXPIRES 05/31/2023 FSR# 04987 REVISION SCHEDULE NO. DATE DESCRIPTION CIVIUS PROJECT # 14841.01 PRINTED FOR LAND USE DOCUMENTS DATE AD uwN By 11/1012021 PEG D IRamalm cWarcl mins drnti,p ad In 81 F-- dplafiies prai1cedfrabwenmedprc. Z nsyn,x wnxxxexineanamc%el G opensvnumorvecal-ttan G 0-,.I. pm Rd 2prcsWa4ves. LU SHEET U LANDSCAPE 00 SPECIFICATIONS W CO SHEET NUMBER Q L1.2 DESCRIPTION 2 1 Provide trees, shrubs, ground covers, sod, and annuals/perennials as shown and specified on the landscape Mulch: see landscape plans for type of much to be used. Hold mulch 4" from tree trunks and plan. The work includes: shrub stems. Perennials: 1. Soil preparation. ori in on anent stems. This method results in a more open )ant without stimulating 9 P P P 9 2. Trees, shrubs, ground covers, and annuals/perennials. Guying/Staking: 3. Planting mixes. 1. See Details. 4. Top Soil, Mulch and Planting accessories. 2. Remove Guying/Staking after one yearfrom planting. The Contractor shall provide as a separate bid, maintenance for a period of 1 year after final 5. Maintenance. 6. Decorative stone. PART 3 - EXECUTION E 2. The following year: Related Work: INSPECTION a. 1. Irrigation System; see irrigation specifications (sheet L-2.2) Prior to beginning work the Landscape Contractor shall inspect the subgrade, general site 9 9 P P 9 . contractor who can provide maintenance. forsythia, deutzia, spimea, etc. conditions verifyelevations utility locations irrigation, approve to soil rovided b the General ty 9 P P Y mulch perennials with compost 1"deep. QUALITY ASSURANCE Contractor and observe the site conditions under which the work is to done. Notifythe h Plant names indicated; comply with "Standardized Plant Names" as adopted by the latest edition of the t General Contractor of any unsatisfactory conditions, and work shall not proceed until such an American Joint Committee of Horticultural Nomenclature. Names of varieties not listed conform generally with conditions have been corrected and are acceptable to the Landscape Contractor. names accepted by the nursery trade. Provide stock true to botanical name and legibly tagged. STANDARDS needed. PREPARATION Mulch the perennial bed once in early spring at 1"-2" depth. If soil is bared in late Comply with sizing and grading standards of the latest edition of "American Standard for Nursery Stock". A plant Planting shall be performed only by experienced workmen familiar with planting procedures shall be dimensioned as it stands in its natural position. under the supervision of a qualified supervisor. All plants shall be nursery grown under climatic conditions similar to those in the locality of the project for a Locate plants as indicated on the plans or as approved in the field after staking by the d. minimum of 2 years. Landscape Contractor. If obstructions are encountered that are not shown on the drawings, do Maintenance Contract. A certified arborist under a separate contract shall perform this type of not proceed with planting operations until alternate plant locations have been selected and hostas and ligularias. Powdery mildew on phlox, monardas, and asters can be Nursery Stock furnished shall be at least the minimum size indicated. Larger stock is acceptable, at no approved by the Landscape Architect; spacing of plant material shall be as shown on the work. additional cost, and providing that the larger plants will not be cut back to size indicated. Provide plants indicated landscape plan. E by two measurements so that only a maximum of 25% am of the minimum size indicated and 75% are of the e. maximum size indicated. INSTALLATION SPRING CLEANUP Set plant material in the planting pit to proper grade and alignment. Set plants upright, plumb, Prune branching species to increase density. Cut only the flowering stems after 9 P Y Y 9 Before submitting a bid, the Contractor shall have investigated the sources of supply and be satisfied that they and faced to give the best appearance or relationship to each other or adjacent structure. Set Plant beds shall receive a general cleanup before fertilizing and mulching. Cleanup includes can supply the listed plants in the size, variety and quality as specified. Failure to take this precaution will not plant material 2" -3" above the finish grade. No filling will be permitted around trunks or stems. relieve the Contractor from their responsibility for furnishing and installing all plant materials in strict accordance Backfill the pit with topsoil mix and excavated material. Do not use frozen or muddy mixtures for with the Contract Documents without additional cost to the Owner. The Landscape Architect shall approve any backfilling. Form a ring of soil around the edge of each planting pit to retain water. shall be performed under the supervision of a Licensed Certified applicator. substitutes of plant material, or changes in plant material size, prior to the Landscape Contractor submitting a 3. The following fall cut back deteriorating plant parts unless instructed to retain for bid. After balled and wrapped in burlap plants are set, muddle planting soil mixture around bases of balls and fill all voids. D DELIVER, STORAGE AND HANDLING 1. Remove all burlap, ropes, and wires as shown on details. Take all precautions customary in good trade practice in preparing plants for moving. Workmanship that fails to Any work performed in addition to that which is outlined in the contract shall only be done upon meet the highest standards will be rejected. Spray deciduous plants in foliage with an approved "Anti -Desiccant" Space ground cover plants in accordance with indicated dimensions. Adjust spacing as Long-term Care: immediately after digging to prevent dehydration. Dig, pack, transport, and handle plants with care to ensure necessary to evenly fill planting bed with indicated quantity of plants. Plant to within 24" of the fertilization, and growth stage of the tree. Mature specimens benefit from fertilization every 3 to protection against injury. Inspection certificates required by law shall accompany each shipment invoice or order trunks of trees and shrubs within planting bed and to within 18" of edge of bed. to stock. Protect all plants from drying out. If plants cannot be planted immediately upon delivery,Pro properly 4 years; younger trees shall be fertilized more often during rapid growth stages. protect them with soil, wet peat moss, or in a manner acceptable to the Landscape Architect. Water heeled -in Mulching: All seasonal color selections shall be approved by the General Manager prior to ordering and plantings daily. No plant shall be bound with rope or wire in a manner that could damage or break the branches. 1. Mulch tree and shrub planting pits and shrub beds with required mulching material (see if ever, e.g. peonies, hostas, and astilbe. Cover plants transported on open vehicles with a protective covering to Prevent wind bum. landscape plan for mulch type); depth of mulch as noted above. Hold mulch back 4" The current recommendation is based on the rate of 1000 square feet of area under the tree to b. awayfrom tree trunks and shrub stems. Thoroughly water mulched areas. After 9 Y PROJECT CONDITIONS watering, rake mulch to provide a uniform finished surface. Protect existing utilities, paving, and other facilities from damage caused by landscape operations. SOIL TESTING narrow -leaf evergreens, 1 to 4 pounds of Nitrogen per 1000 square feet; for broadleaf Decorative Stone: (where indicated on landscape plan) and Frederick McGouty, Hp Books Publisher; Herbaceous Perennial Plants. A A complete list of plants, including a schedule of sizes, quantities, and other requirements are shown on the 1. Install weed control barrier over sub -grade prior to installing stone. Lap 6" on all sides. evergreens, 1 to 3 pounds of Nitrogen per 1000 square feet. drawings. In the event that quantity discrepancies or material omissions occur in the plant materials list, the 2. Place stone without damaging weed barrier. planting plans shall govern. 3. Arrange stones for best appearance and to cover all weed barrier fabric. The irrigation system will be installed prior to planting. Locate, protect and maintain the irrigation system during Staking & Guying: for approval, and the necessary corrections made at an additional cost to the owner. planting operations. Repair irrigation system components damaged during planting operations; at the 1. Staking: Contractor's expense. Refer to the irrigation specifications, irrigation plan and irrigation details. a. Stake and guy wire all trees immediately after lawn sodding operations and prior to with 10-6-4 analysis fertilizer at the rate of 3 pounds per 100 square feet of bed area. SUMMARY acceptance as shown on details. Do not begin landscape accessory work before completion of final grading or surfacing. 2. Remove all staking and guying after one year from planting. WARRANTY Pruning: Warrant plant material to remain alive, be healthy and in a vigorous condition for a period of 1 year after 1. Prune deciduous trees and evergreens only to remove broken or damaged branches. completion and final acceptance of entire project. Laldscape Trees arM ShrLs Turfrecommendation LAWN MAINTENANCE WORKMANSHIP C Replace, in accordance with the drawings ands specifications, all plants that are dead or, are in an unhealthy, or PP P Y. During landscapelrrigation installation operations, all areas shall be kept neat and clean. Soil analysis performed annually to determine pH. If pH does not fall within specified unsightly condition, and have lost their natural shape due to dead branches, or other causes due to the Precautions shall be taken to avoid damage to existing structures. All work shall be performed in Annually, all tree and shrub beds will be prepared and mulched, to a minimum depth of 3" with Contractor's negligence. The cost of such replacement(s) is at the Contractor's expense. Warrant all a safe manner to the operators, the occupants and any pedestrians. replacement plants for 1 year after installation. quality mulch to match existing. Bed preparation shall include removing all weeds, cleaning up 2. Maintain proper fertility and pH levels of the soil to provide an environment Upon completion of installation operations, all excess materials, equipment, debris and waste Phosphorus (2205) 15 1bs./a«e 150Hbsla«e mts/ toexc«e Warranty shall not include damage, loss of trees, plants, or ground covers caused by flees, floods, freezing rains, material shall be cleaned up and removed from the site; unless provisions have been granted conducive to turf Walit for cool season grasses lightning storms, winds over miles per hour, winter kill caused by extreme cold, severe winter conditions not by the owner to use on-site trash receptacles. Sweep parking and walks clean of dirt and debris. removed from beds where applicable. If deemed necessary, apes -emergent herbicide may be typical of planting area, and/oror acts of vandalism or negligence on a part of the Owner. Remove all plant tags and other debris from lawns and planting areas. Remove and immediately replace all plants, found to be unsatisfactory during the initial planting installation. Any damage to the landscape, the structure, or the irrigation system caused by the landscape Remove no more than the top 1/3 of leaf blade. Clippings on paved and bed areas contractor shall be repaired by the landscape contractor without charge to the owner. mmhos/cm in high organic mix mmhos/«n in high organic mix Maintain and protect plant material, lawns, and irrigation until foal acceptance is made. will be removed. MAINTENANCE Organically maintained gardens shall not receive an pre -emergent herbicides. Mulch in excess 9 Y 9 YP 9 ACCEPTANCE A Contractor shall provide maintenance until work has been accepted by the Owners Inspection of planted areas will be made by the Owner's representative. Representative. 5. 1. Planted areas will be provided accepted ided all requirements, including maintenance have been P P q 9 per pounds Manganese 50 acre g v v complied with and plant materials are alive and in a health vi orous condition. P P Y. 9 Maintenance shall include mowing, fertilizing, mulching, pruning, cultivation, weeding, watering, extend barrier. and application of appropriate insecticides and fungicides necessary to maintain plants and PP9 ry the health of the plants. Upon acceptance, the Contractor shall commence the specified plant maintenance. lawns free of insects and disease. sodium 20 wounds per acre 1. Re -set settled plants to proper grade and position. Restore planting saucer and adjacent 7. CODES, PERMITS AND FEES material and remove dead material. WORKMANSHIP Obtain any necessary Permits for this Section of Work and pay any fees required for permits. 2. Repair stakes and guy wire as required. Remove all stakes and guy wire after 1 year. Apply non-selective herbicide, to mulched bed areas and pavement and remove after deficiencies become 3. Correct defective work as soon as possible apparent and All beds shall beweeded on a continuous basis throughout the growing season to maintain a The entire installation shall fully comply with all local and state laws and ordinances, and with all established weather and season permit. codes applicable thereto; also as depicted on the landscape and irrigation construction set. 4. Water trees, plants and ground cover beds within the first 24 hours of initial planting, and not less than twice perweek until final acceptance. manner to the operators, the occupants and any pedestrians. PART 2 - PRODUCTS TREE, GROUNDCOVER, AND SHRUB BED MAINTENANCE MATERIALS Pre -emergent (soil -applied) and post -emergent (foliar -applied) herbicides shall be used where B Plants: Provide typical of their species or variety; with normal, densely developed branches and vigorous, Upon completion of maintenance operations, all debris and waste material shall be cleaned up fibrous root stems. Provide only sound health vi orous plants free from defects disfiguringiknots sun scald systems. Y Y, 9 P natural appearance. injuries, frost cracks, abrasions of the bark, plant diseases, insect eggs, borers, and all fortes of infestation. All and removed from the site, unless provisions have been granted by the owner to use on-site plants shall have a fully developed form without voids and open spaces. Plants held on storage will be rejected Mulch to be applied in February/March with a half rate in late summer to top dress. if they show signs of growth during the storage period. INSECT & DISEASE CONTROL: TREES, SHRUBS & GROUNDCOVER 3. 1. Balled and plants wrapped with burlap, to have firm, natural balls of earth of sufficient diameter and depth to encompass the fibrous and feeding root system necessary for full recovery of the plant. Provide ball 4. Manual weed control to maintain clean bed appearance. sizes complying with the latest edition of the "American Standard for Nursery Stock". Cracked or Any damage to the landscape, the structure, orthe irrigation system caused by the maintenance The maintenance contractor shall be responsible for monitoring the landscape site on a regular mushroomed balls, or signs of circling roots are not acceptable. Apply fungicides and insecticides as needed to control insects and disease. 2. Container- grown stock: Grown in a container for sufficient length of time for the root system to have basis. The monitoring frequency shall be monthly except for growing season, which will be 6. developed to hold its soil together, firm and whole. a. No plants shall be loose in the container. with a balanced material (January/February, April/May, and October/November) b. Container stock shall not be pot bound. TURF pathogenic diseases and potential cultural problems in the landscape. The pest or cultural 3. Plants planted in rows shall be matched in form. Edge all mulched beds. 4. Plants larger than those specified in the plant list may be used when acceptable to the Landscape problem will be identified under the supervision ofthe contractor. 8. Architect. GENERAL CLEAN UP a. If the use of larger plants is acceptable, increase the spread of roots or root ball in proportion to the GENERAL MAINTENANCE size of the plant. and followthe recommendations ofthe most current edition of the state Cooperative Service 1. 5. The height of the trees, measured from the crown of the roots to the top of the top branch, shall beds, and paved areas. not be less than the minimum size designated in the plant list. 2. Inspect grounds on a monthly basis and schedule inspection with Unit Operator. 6. No pruning wounds shall be present with a diameter of more than 1"and such wounds must MOWING Plant pathogenic disease problems identified by the contractor that can be resolved by pruning show vigorous bark on all edges. 7. Evergreen trees shall be branched to the ground or as specified in plant list. or physical removal of damaged plant parts will be performed as part of the contract. For an 8. Shrubs and small plants shall meet the requirements for spread and height indicated in the plant Cr maintained at a height of 2" to 3" in spring and fall. From June through September, mowing list. a. The measurements for height shall be taken from the ground level to the height of the top of the plant height shall be maintained at no less than 3". applications of fungicides shall be made when the owner authorizes it. and not the longest branch. A b. Single stemmed or thin plants will not be accepted. If the contractor notes an especially insect -or disease -prone plant species in the landscape, c. Side branches shall be generous, well -twigged, and the plant as awhole well -bushed to the ground. and removingdebris from walks curbs and parking areas. Caution: Weed eaters should NOT P 9 d. Plants shall be in a moist, vigorous condition, free from dead wood, bruises, or other root or branch injuries. be used around trees because of potential damage to the bark. with the intent of the landscape design. ACCESSORIES Topsoil: Shall be Fertile, friable, natural topsoil of loamy character, without admixture of subsoil material, NOTE: For identification of plant -damaging insects and mites, a reference textbook that can be obtained from a well -drained arable site, reasonably free from clay, lumps, coarse sands, stones, roots, sticks, Edging of all sidewalks, curbs and other paved areas shall be performed once every other and other foreign materials, with acidity range of between pH 6.0 and 6.8. Note: All planting areas shall be cleaned of construction debris (ie. Concrete, rubble, stones, building material, mowing. Debris from the edging operations shall be removed and the areas swept clean. Associates. For plan pathogenic diseases, two references are suggested: Scouting and etc.) prior to adding and spreading of the top soil. 1. Sod Areas. Spread a layer of top soil and rake smooth. Controlling Woody Ornamental Diseases in Landscapes and Nurseries, authorized by Gary 2. Planting bed areas: Spread layer of top soil and rake smooth. 4 3 PRUNING All ornamental trees, shrubs and ground cover shall be pruned when appropriate to remove dead or damaged branches, develop the natural shapes. Do not shear trees or shrubs. If previous maintenance practice has been to shear and ball, then a natural shape will be restored gradually. Pruning Guidelines: 1. Prune those that flower before the end of June immediately after flowering. Flower buds develop during the previous growing season. Fall, winter or spring pruning would reduce the spring flowering display. 2. Prune those that flower in summer or autumn in winter or spring before new growth begins, since these plants develop flowers on new growth. 3. Delay pruning plants grown for ornamental fruits, such as cotoneasters, pyracanthas and viburnums. 4. Hollies and other evergreens may be pruned during winter in order to use their branches for seasonal decoration. However, severe pruning of evergreens should be done in early spring only. 5. Broadleaf evergreen shrubs shall be hand -pruned to maintain their natural appearance after the new growth hardens off. 6. Hedges or shrubs that require shearing to maintain a formal appearance shall be pruned as required. Dead wood shall be removed from sheared plants before the first shearing of the season. 7. Conifers shall be pruned, if required, according to their genus. A. Yews, junipers, hemlocks, arborvitae, and false -cypress may be pruned after new growth has hardened off in late summer. If severe pruning is necessary, it must be done in early spring. B. Firs and spruces may be lightly pruned in late summer, fall, or winter after completing growth. Leave side buds. Never cut central leader. C. Pines may be lightly pruned in early June by reducing candles. 8. Groundcover shall be edged and pruned as needed to contain it within its borders. 2 The installation of perennials, annuals, and bulbs, unless specified herein, shall be reviewed with the owner, and, if accepted, installed and billed to the owner. SEASONAL COLOR MAINTENANCE Perennialization of Bulbs: 1. After flowering, cut off spent flower heads. 2. Allow leaves of daffodils and hyacinths to remain for six weeks after flowers have faded. Cut off at base. 3. Allow leaves of other bulbs to yellow naturally and then cut off at base. 4. Apply fertilizer after flowering in spring, possibly again in fall. Apply 10-10-10 at the rate of 2 pounds per 1000 square feet, or top -dress with compost 1" deep. Fall fertilization with a bulb fertilizer or mulching with 1" of compost is optional. Flower Rotation: 1. Bulbs: Remove the entire plant and bulb after flowers have faded or at the direction of the owner, and install new plants if included in contract. 2. Summer Annuals or Fall Plants: a. Dead heading: Pinch and remove dead flowers on annuals as necessary. b. Fertilizing Summer Annuals: Fertilize using one or two methods: Apply a slow-release fertilizer in May following manufacturers recommendations. A booster such as 10-10-10 may be necessary in late summer. Or, apply liquid fertilizations of 20-20-20 water-soluble fertilizers, not to exceed 2 pounds of 20-20-20 per 100 gallons of water, monthly; or mulch with compost 1" deep. c. Removal: If fall plants are to be installed, summer annuals shall be left in the ground until the first killing frost and then removed, unless otherwise directed by the owner. 1 O�oO aft o 0 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 309 SW 6TH AVENUE, #700 PORTLAND, OREGON 97204 971-280-8641 4�PISTEh, �O 062 n WA IA C Cv 'y OREGON 05/11/07 4PE ARG EXPIRES 05/31/2023 FSR# 04987 REVISION SCHEDULE NO. DATE DESCRIPTION CIVIUS PROJECT # 14841.01 PRINTED FOR LAND USE DOCUMENTS DATE AD uwN By 11/1012021 PEG D IRamalm cWarcl mins drnti,p ad In 81 F-- dplafiies prai1cedfrabwenmedprc. Z nsyn,x wnxxxexineanamc%el G opensvnumorvecal-ttan G 0-,.I. pm Rd 2prcsWa4ves. LU SHEET U LANDSCAPE 00 SPECIFICATIONS W CO SHEET NUMBER Q L1.2 2 1 1 LANDSCAPE MAINTENANCE SPECIFICATIONS 9. Thinning: Remove branches and water sprouts by cutting them back to their point of Perennials: ori in on anent stems. This method results in a more open )ant without stimulating 9 P P P 9 1. After initial installation if a time -released fertilizer has been incorporated during P 9 excessive growth. Thinning is used on crepe myrtles, lilacs, viburnums, smoke bush,etc. plant installation, no more fertilizer need be applied the first growing season. The Contractor shall provide as a separate bid, maintenance for a period of 1 year after final 10. Renewal pruning: Remove oldest branches of shrub at ground, leaving the younger, acceptance of the project landscaping. The Contractor must be able to provide continued more vigorous branches. Also remove weak stems. On overgrown plants, this method 2. The following year: maintenance if requested by the Owner or provide the name of a reputable landscape may be best done over a three-year period. Renewal pruning may be used on abelia, a. Fertilize perennials with a slow-release fertilizer or any 50% organic fertilizer, or contractor who can provide maintenance. forsythia, deutzia, spimea, etc. mulch perennials with compost 1"deep. b. Cut all deciduous perennials flush to the ground by March 1, if this was not done the Plants overhanging passageways and parking areas and damaged plants shall be pruned as previous fall, to allow new growth to develop freely. STANDARDS needed. c. Mulch the perennial bed once in early spring at 1"-2" depth. If soil is bared in late All landscape maintenance services shall be performed by trained personnel using current, fall, re -mulch lightly after ground is frozen to protect perennials. acceptable horticultural practices. Shade trees that cannot be adequately pruned from the ground shall not be included in the d. Inspect for insect or disease problems on perennials. Monitor and control slugs on Maintenance Contract. A certified arborist under a separate contract shall perform this type of hostas and ligularias. Powdery mildew on phlox, monardas, and asters can be All work shall be performed in a manner that maintains the original intent of the landscape P 9 P work. prevented with properly timed fungicides or use of disease -resistant varieties. E design. e. Weed perennial bed as specified in "WEEDING" above. SPRING CLEANUP f. Prune branching species to increase density. Cut only the flowering stems after 9 P Y Y 9 All chemical applications shall be performed in accordance with current county, state and Plant beds shall receive a general cleanup before fertilizing and mulching. Cleanup includes blooming. Do not remove the foliage. federal laws, using EPA registered materials and methods of application. These applications removing debris and trash from beds and cutting back herbaceous perennials left standing shall be performed under the supervision of a Licensed Certified applicator. through winter, e.g. ornamental grasses, Sedum Autumn Joy. 3. The following fall cut back deteriorating plant parts unless instructed to retain for winter interest, e.g. Sedum Autumn Joy and ornamental grasses. APPROVALS FERTILIZING Any work performed in addition to that which is outlined in the contract shall only be done upon For trees, the rate of fertilization depends on the tree species, tree vigor, area available for 4. Long-term Care: written approval by the Owner's Representative (General Manager ofthe restaurant). fertilization, and growth stage of the tree. Mature specimens benefit from fertilization every 3 to a. Divide plants that overcrowd the space provided. Divide according to the species. 4 years; younger trees shall be fertilized more often during rapid growth stages. Some need frequent dividing, e.g. asters and yarrow every two years; other rarely, All seasonal color selections shall be approved by the General Manager prior to ordering and if ever, e.g. peonies, hostas, and astilbe. installation. The current recommendation is based on the rate of 1000 square feet of area under the tree to b. For detailed information regarding the care of specific perennials, refer to All About be fertilized. For deciduous trees, 2 to 6 pounds of Nitrogen per 1000 square feet; for Perennials by Ortho; Perennials. How to Select, Gran and Enjoy by Pamela Harper SOIL TESTING narrow -leaf evergreens, 1 to 4 pounds of Nitrogen per 1000 square feet; for broadleaf and Frederick McGouty, Hp Books Publisher; Herbaceous Perennial Plants. A The maintenance contractor shall perform soil tests as needed to identity imbalances or evergreens, 1 to 3 pounds of Nitrogen per 1000 square feet. Treatise on their Identification, Cullum and Garden Attributes by Allan Armitage, deficiencies causing plant material decline. The owner shall be notified of the recommendation Stipes Pub LLC. for approval, and the necessary corrections made at an additional cost to the owner. Shrubs and groundcover shall be top -dressed with compost 1" deep, or fertilized once in March Acceptable Soil Test Results P with 10-6-4 analysis fertilizer at the rate of 3 pounds per 100 square feet of bed area. SUMMARY OF MAINTENANCE Ericaceous material shall be fertilized with an ericaceous fertilizer at the manufacturer's rate. If plants are growing poorly, a soil sample should be taken. Laldscape Trees arM ShrLs Turfrecommendation LAWN MAINTENANCE pH Range 5.0-7.0 6.0-7.0 MULCHING 1. Soil analysis performed annually to determine pH. If pH does not fall within specified Organic Matter >1.5% >2.5% Annually, all tree and shrub beds will be prepared and mulched, to a minimum depth of 3" with range, adjust according to soil test recommendations. Magnesium (Mg) 1ODtlbsJa«e 100Hbsla«e quality mulch to match existing. Bed preparation shall include removing all weeds, cleaning up 2. Maintain proper fertility and pH levels of the soil to provide an environment Phosphorus (2205) 15 1bs./a«e 150Hbsla«e mts/ toexc«e said bed, edging and cultivating decayed mulch into the soil. Debris from edging is to be conducive to turf Walit for cool season grasses SPotassium luble Not Not to exceed 750ppmN.75 mmhoskm removed from beds where applicable. If deemed necessary, apes -emergent herbicide may be 3. Mow warm and cool season on a regular basis and as season and weather dictates. Conductivity in sdl; not to exceed 1400 ppm/2.5 in scil; not to exceed 2000 ppmQ o applied to the soil to inhibit the growth of future weeds. Remove no more than the top 1/3 of leaf blade. Clippings on paved and bed areas D mmhos/cm in high organic mix mmhos/«n in high organic mix will be removed. F«unusual sol cantliims,lhefdlaxing optional tests are recommended with levds nd to etceetl: Organically maintained gardens shall not receive an pre -emergent herbicides. Mulch in excess 9 Y 9 YP 9 4. Aerate warm season turf areas to maintain high standards of turfappearance. Harm 3 pounds per acre of 4" will be removed from the bed areas. SPECIAL CARE shall be taken in the mulching 5. Apply pre -emergent to turf in two applications in early February and early April to per pounds Manganese 50 acre g v v operation not to over -mulch or cover the base of trees and shrubs. This can be detrimental to extend barrier. Pdassum(K2O)50 pounds per acre ( ) v v the health of the plants. 6. Apply post emergent as needed to control weeds. sodium 20 wounds per acre 7. Mechanically edge curbs and walks. WORKMANSHIP WEEDING 8. Apply non-selective herbicide, to mulched bed areas and pavement and remove During landscape maintenance operations, all areas shall be kept neat and clean. Precautions All beds shall beweeded on a continuous basis throughout the growing season to maintain a excess runners to maintain clean defined beds. shall be taken to avoid damage to existing structures. All work shall be performed in a safe neat appearance at all times. manner to the operators, the occupants and any pedestrians. TREE, GROUNDCOVER, AND SHRUB BED MAINTENANCE Pre -emergent (soil -applied) and post -emergent (foliar -applied) herbicides shall be used where 1. Prune shrubs, trees and groundcoverto encourage healthy growth and create a Upon completion of maintenance operations, all debris and waste material shall be cleaned up and when applicable and in accordance with the product's label. natural appearance. and removed from the site, unless provisions have been granted by the owner to use on-site 2. Mulch to be applied in February/March with a half rate in late summer to top dress. trash receptacles. INSECT & DISEASE CONTROL: TREES, SHRUBS & GROUNDCOVER 3. Apply pre -emergent herbicides in February and April. 4. Manual weed control to maintain clean bed appearance. Any damage to the landscape, the structure, orthe irrigation system caused by the maintenance The maintenance contractor shall be responsible for monitoring the landscape site on a regular 5. Apply fungicides and insecticides as needed to control insects and disease. contractor, shall be repaired by the maintenance contractorwithout charge to the owner. basis. The monitoring frequency shall be monthly except for growing season, which will be 6. Ornamental shrubs, trees and groundcovers to be fertilized three (3) times per year every otherweek. Trained personnel shall monitor for plant damaging insect activity, plant with a balanced material (January/February, April/May, and October/November) TURF pathogenic diseases and potential cultural problems in the landscape. The pest or cultural 7. Edge all mulched beds. problem will be identified under the supervision ofthe contractor. 8. Remove all litter and debris. GENERAL CLEAN UP For plant damaging insects and mites identified in the landscape, the contractor shall consult GENERAL MAINTENANCE Prior to mowing, all trash, sticks, and other unwanted debris shall be removed from lawns, plant and followthe recommendations ofthe most current edition of the state Cooperative Service 1. Remove all man-made debris, blow edges. beds, and paved areas. publication on insect control on landscape plant material. 2. Inspect grounds on a monthly basis and schedule inspection with Unit Operator. MOWING Plant pathogenic disease problems identified by the contractor that can be resolved by pruning Cool season grasses, including blue grass, tall fescue, perennial ryegrass, etc., shall be or physical removal of damaged plant parts will be performed as part of the contract. For an Cr maintained at a height of 2" to 3" in spring and fall. From June through September, mowing additional charge, plant pathogenic diseases that can be resolved through properly timed height shall be maintained at no less than 3". applications of fungicides shall be made when the owner authorizes it. The mowing operation includes trimming around all obstacles, raking excessive grass clippings If the contractor notes an especially insect -or disease -prone plant species in the landscape, and removingdebris from walks curbs and parking areas. Caution: Weed eaters should NOT P 9 he/she will suggest replacement with a more pest -resistant cultivar or species that is consistent be used around trees because of potential damage to the bark. with the intent of the landscape design. EDGING NOTE: For identification of plant -damaging insects and mites, a reference textbook that can be Edging of all sidewalks, curbs and other paved areas shall be performed once every other used is Insects that feed on Trees and Shrubs by Johnson and Lyon, Comstock Publishing mowing. Debris from the edging operations shall be removed and the areas swept clean. Associates. For plan pathogenic diseases, two references are suggested: Scouting and Caution shall be used to avoid flying debris. Y 9 Controlling Woody Ornamental Diseases in Landscapes and Nurseries, authorized by Gary Moorman, published by Penn State College of Agricultural Sciences, and Diseases of Trees LIMING & FERTILIZING and Shrubs by Sinclair and Lyon, published by Comstock Publishing Press. A soil test shall be taken to determine whether an application of limestone in late fall is necessary. If limestone is required, the landscape contractor shall specify the rate, obtain TRASH REMOVAL approval from the owner and apply it at an additional cost. A unit price for liming of turfshall The maintenance contractor shall remove trash from all shrub and groundcover beds with each accompany the bid based on a rate of 50 pounds per 1000 square feet. visit. Fertilizer shall be applied in areas based on the existing turfs ecies. PP 9 P LEAF REMOVAL All fallen leaves shall be removed from the site in November and once in December. If LAWN WEED CONTROL: HERBICIDES requested by the owner, the maintenance contractor, at an additional cost to the owner shall Selection and proper use of herbicides shall be the landscape contractor's responsibility. All perform supplemental leaf removals. chemical applications shall be performed under the supervision of a Licensed Certified Applicator. Read the label prior to applying any chemical. WINTER CLEAN-UP The project shall receive a general clean-up once during each ofthe winter months, i.e., INSECT & DISEASE CONTROL FOR TURF January, February, and March. The contractor shall be responsible for monitoring the site conditions on each visit to determine if any insect pest or disease problems exist. The contractor shall identity the insect pest or Clean-up includes: B disease, as well as the host plant, and then consult the most current edition ofthe Cooperative ❑ Cleaning curbs and parking areas Extension Service's "Commercial Insecticide Recommendation for Turf' for control. The ❑ Removing all trash and unwanted debris licensed applicator shall be familiar with the label provided for the selected product prior to ❑ Turning mulch where necessary application. ❑ Inspection of grounds Inspection and treatment to control insect pests shall be included in the contract price. SEASONAL COLOR: PERENNIALS, ANNUALS, AND TREES, SHRUBS,& GROUND COVER BULBS PRUNING All ornamental trees, shrubs and ground cover shall be pruned when appropriate to remove dead or damaged branches, develop the natural shapes. Do not shear trees or shrubs. If previous maintenance practice has been to shear and ball, then a natural shape will be restored gradually. Pruning Guidelines: 1. Prune those that flower before the end of June immediately after flowering. Flower buds develop during the previous growing season. Fall, winter or spring pruning would reduce the spring flowering display. 2. Prune those that flower in summer or autumn in winter or spring before new growth begins, since these plants develop flowers on new growth. 3. Delay pruning plants grown for ornamental fruits, such as cotoneasters, pyracanthas and viburnums. 4. Hollies and other evergreens may be pruned during winter in order to use their branches for seasonal decoration. However, severe pruning of evergreens should be done in early spring only. 5. Broadleaf evergreen shrubs shall be hand -pruned to maintain their natural appearance after the new growth hardens off. 6. Hedges or shrubs that require shearing to maintain a formal appearance shall be pruned as required. Dead wood shall be removed from sheared plants before the first shearing of the season. 7. Conifers shall be pruned, if required, according to their genus. A. Yews, junipers, hemlocks, arborvitae, and false -cypress may be pruned after new growth has hardened off in late summer. If severe pruning is necessary, it must be done in early spring. B. Firs and spruces may be lightly pruned in late summer, fall, or winter after completing growth. Leave side buds. Never cut central leader. C. Pines may be lightly pruned in early June by reducing candles. 8. Groundcover shall be edged and pruned as needed to contain it within its borders. 2 The installation of perennials, annuals, and bulbs, unless specified herein, shall be reviewed with the owner, and, if accepted, installed and billed to the owner. SEASONAL COLOR MAINTENANCE Perennialization of Bulbs: 1. After flowering, cut off spent flower heads. 2. Allow leaves of daffodils and hyacinths to remain for six weeks after flowers have faded. Cut off at base. 3. Allow leaves of other bulbs to yellow naturally and then cut off at base. 4. Apply fertilizer after flowering in spring, possibly again in fall. Apply 10-10-10 at the rate of 2 pounds per 1000 square feet, or top -dress with compost 1" deep. Fall fertilization with a bulb fertilizer or mulching with 1" of compost is optional. Flower Rotation: 1. Bulbs: Remove the entire plant and bulb after flowers have faded or at the direction of the owner, and install new plants if included in contract. 2. Summer Annuals or Fall Plants: a. Dead heading: Pinch and remove dead flowers on annuals as necessary. b. Fertilizing Summer Annuals: Fertilize using one or two methods: Apply a slow-release fertilizer in May following manufacturers recommendations. A booster such as 10-10-10 may be necessary in late summer. Or, apply liquid fertilizations of 20-20-20 water-soluble fertilizers, not to exceed 2 pounds of 20-20-20 per 100 gallons of water, monthly; or mulch with compost 1" deep. c. Removal: If fall plants are to be installed, summer annuals shall be left in the ground until the first killing frost and then removed, unless otherwise directed by the owner. 1 O�oO aft o 0 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 309 SW 6TH AVENUE, #700 PORTLAND, OREGON 97204 971-280-8641 4�PISTEh, �O 062 n WA IA C Cv 'y OREGON 05/11/07 4PE ARG EXPIRES 05/31/2023 FSR# 04987 REVISION SCHEDULE NO. DATE DESCRIPTION CIVIUS PROJECT # 14841.01 PRINTED FOR LAND USE DOCUMENTS DATE AD uwN By 11/1012021 PEG D IRamalm cWarcl mins drnti,p ad In 81 F-- dplafiies prai1cedfrabwenmedprc. Z nsyn,x wnxxxexineanamc%el G opensvnumorvecal-ttan G 0-,.I. pm Rd 2prcsWa4ves. LU SHEET U LANDSCAPE 00 SPECIFICATIONS W CO SHEET NUMBER Q L1.2 E 0 C B D -B ,0 SF 24' 4 1 3 RANDY PAPE BELTINE ❑ I ❑ I I I ❑E ❑E ❑E ❑E ❑E ❑E ❑E ❑E ❑E ❑E 14 1 8 E 10 ❑ E 11' o 0 zo 0 0 zo D 0 0 0 0 0 w t ❑E ❑E 1 f 0 0 w ❑E ❑E w ❑ ❑ °E °E w ❑ ❑ 00000000000- 0000000000 0 0 ❑E °E ❑E °E 00 °E )❑E 0 0 ❑E °E ❑E °E °E E 10 24' °E D 0 °E °E °E °E 00 °E ❑E GROSS: ❑E D 0 CHICK-FIL-A ❑E °E ❑E °E 0 °E ❑E SITE PLAN In = 20'-0n 8' O" GO" Walkway Clearance °E ❑E °E ❑E °E ❑E °E 24' t f o BYPASS LANE 0 0 0 0 0 0 0 DRI 000000000000"R PICK UP ° 7, E � po 0P13 LS LRG SERVICE EGRESS ENTRY 0 90 SEATS GROSS: 4,987 SF MAIN ENTRY EGRESS D4 I 8 -BICYCLES COVEREDOVERED o24 ®® ° ® 0000000 E � t 10 0 g0000000 9 ❑E ❑E t o 0 E ❑E ❑E ❑E ❑E ❑E ❑E :11:1 a9_1:1ILIIIts 9010111,:71►11 32" 4 66" Access Q J A LU w 3, O., 4' 6" Access d (TYP) Go 0 V Q 2'0" N BIKE PARKING SEATBACKS N N � o � N � U) N J 0 o 9BIKE RACK 4 III��I'Illl �22 ❑3 °3 ❑3 °3 ❑3 °3 ❑3 °3 ❑3 ❑3 ❑3 ❑3 ❑3 ❑3 ❑3 ❑3 °3 °3 ❑3 ❑3 ❑3 U ,2 ° GRADE 1 3/8" ANCHOR ROD `CONCRETE t F ' GRANULAR NATIVE SOIL t / BIKE RACK DETAIL 5 ,/2" = V-0" 3 BUS STOP (RE:CIVIL) 4" PAINTED LINE (TYP.) 2 GENERAL NOTES: GENERAL NOTES BODY SITE PLAN KEYNOTES SITE PLAN LEGEND w_lONII as»� PROPERTY LINE ------------ BUILDING LINE NEW 6" CURB NEW SIDEWALK a EXISTING CURBS AND SIDEWALKS OUTDOOR SEATING ACCESSIBLE ROUTE 4" WIDE DIAGONAL STRIPPING PARKING LIGHT FIXTURE EASEMENT LINE VEHICLE (20'4" LENGTH TYP.) PROJECT DATA B E SITE AREA ° GROSS: 4.38 AC BUILDING FOOTPRINT: E ❑ CHICK-FIL-A D 4 E ❑E 0 0 E-1 0 f o BYPASS LANE 0 0 0 0 0 0 0 DRI 000000000000"R PICK UP ° 7, E � po 0P13 LS LRG SERVICE EGRESS ENTRY 0 90 SEATS GROSS: 4,987 SF MAIN ENTRY EGRESS D4 I 8 -BICYCLES COVEREDOVERED o24 ®® ° ® 0000000 E � t 10 0 g0000000 9 ❑E ❑E t o 0 E ❑E ❑E ❑E ❑E ❑E ❑E :11:1 a9_1:1ILIIIts 9010111,:71►11 32" 4 66" Access Q J A LU w 3, O., 4' 6" Access d (TYP) Go 0 V Q 2'0" N BIKE PARKING SEATBACKS N N � o � N � U) N J 0 o 9BIKE RACK 4 III��I'Illl �22 ❑3 °3 ❑3 °3 ❑3 °3 ❑3 °3 ❑3 ❑3 ❑3 ❑3 ❑3 ❑3 ❑3 ❑3 °3 °3 ❑3 ❑3 ❑3 U ,2 ° GRADE 1 3/8" ANCHOR ROD `CONCRETE t F ' GRANULAR NATIVE SOIL t / BIKE RACK DETAIL 5 ,/2" = V-0" 3 BUS STOP (RE:CIVIL) 4" PAINTED LINE (TYP.) 2 GENERAL NOTES: GENERAL NOTES BODY SITE PLAN KEYNOTES SITE PLAN LEGEND w_lONII as»� PROPERTY LINE ------------ BUILDING LINE NEW 6" CURB NEW SIDEWALK a EXISTING CURBS AND SIDEWALKS OUTDOOR SEATING ACCESSIBLE ROUTE 4" WIDE DIAGONAL STRIPPING PARKING LIGHT FIXTURE EASEMENT LINE VEHICLE (20'4" LENGTH TYP.) PROJECT DATA SITE AREA 190,852 SF GROSS: 4.38 AC BUILDING FOOTPRINT: CHICK-FIL-A 4,989 SF PADA 3,858 SF TOTAL FOOTPRINT: 8,858 SF COVERAGE: OSHA YELLOW FILLED GROSS: 5% PARKING CALCULATION PARKING REQUIRED: RESTAURANT (,/100SF) 50 STALLS RETAIL (1/300 SF) 13 STALLS TOTAL: 63 STALLS PARKING PROVIDED: 250 STALLS @34.55/1000 SF REQ. ACCESSIBLE: 8 STALLS PROVIDED ACCESIBLE: 9 STALLS DT CAR STACK 50 CARS OP CANOPY 9TH CAR AT INNER LANE DEVELOPMENT STANDARDS: ZONING: CC BUILDING SETBACKS: FRONT: 10 FT1 SIDE: 10 FT REAR: 10 FT LANDSCAPE SETBACKS: FRONT: 5 F SIDE: 5 FT REAR: 5 FT LANDSCAPE REQ: 5%1 OFF-STREET PARKING: 0 STANDARD: 9X18 COMPACT: 8X16 DRIVE AISLE: 24 FT OVERHANG: 2 F NOTE: 1. INTERIOR PARKING LOT AREA. n ACCESSIBILITY SYMBOL NOTES: 1. GENERAL CONTRACTOR SHALL REFER TO PARKING LOT STRIPING SPECIFICATIONS, SEE DETAIL 2. PAVEMENT MARKINGS SHALL BE APPLIED ACCORDING TO REQUIREMENTS AS OUTLINED IN SECTION 3B OF THE CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 3. CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON ASPHALT &YELLOW REFLECTIVE PAINT ON CONCRETE, UNLESS UPON VERIFICATION BY THE GENERAL CONTRACTOR IT IS DETERMINED THAT LOCAL, STATE, OR ADA CODES DIFFER, IN WHICH CASE THESE CODES SHALL GOVERN. PAVEMENT MARKETING 123/4" 3/4" = V-0" r' I 2X2" SQUARE TUBING 14A-100 BOLLARD MOUNTED SIGN LETTERING STYLE TO BE HELVETICAL MEDIUM ACCESSIBLE PARKING SIGN (MUTCD R 7-8 AND R 7-8P5) (CIVIL TO VERIFY SIGN PANELS AND COLORED WITH STATE/LOCAL REQUIREMENTS) $ACCESSIBLE PARKING SIGN I n = I. -On ACCESSIBLE SIGN SEE SITE SIGN BASE DETAIL NOTE: SIGNS SHALL BE FABRICATED USING SIF 0.08 NON -ILLUMINATED ALUMINUM WITH VINYL COPY APPLIED TO THE FIRST SURFACE. NOTE: VERIFY COLORS WITH LOCAL MUNICIPALITY. GREEN 'REFLECTIVE' COLOR BLUE 'REFLECTIVE' COLOR WHITE 'REFLECTIVE' COLOR BLUE'REFLECTIVE COLOR WITH WHITE 'REFLECTIVE TEXT' NMITE'REFLECTIVE' COLOR PENALTY SIGN WITH WORDING AS REGUIRED BY STATE OR LOCAL LAW 2"X2" SQ. TUBING BUILDING FACE EDGE OF SIDEWALK FACE OF CURB O VAN 11 11 11 1— 11 9 -Q $ -Q 9 -Q 9 0 V4" TRAFFIC STRIPING TYP. TRAFFIC BLUE 4" TRAFFIC BLUE ACCESSIBLE SYMBOL STRIPING @ 45 DEGREE 2-0" O.C. AND LETTERING NOTES 1. ACCESSIBLE PARKING AND ACCESSIBLE AISLES SHALL NOT EXCEED 2% IN SLOPE IN ANY DIRECTION. IF ONLY ONE ACCESS ISLE IS INSTALLED, IT IS TO BE A VAN SIZE. 2. PARKING STALL DIMENSIONING SHALL BE IN ACCORDANCE WITH APPLICABLE GOVERNING AUTHORITIES & ADA STANDARDS. SEE SITE PLAN FOR COMPLETE STRIPING LAYOUT. 3. GENERAL CONTRACTOR SHALL REFER TO PARKING LOT STRIPING SPECIFICATIONS. 4. CONTRACTOR SHALL USE 4" WIDE WHITE REFLECTIVE PAINT FOR STRIPING ON ASPHALT PARKING LOTS. 5. CONTRACTOR SHALL USE 4" WIDE YELLOW REFLECTIVE PAINT FOR STRIPING ON CONCRETE PARKING LOTS. S. NO WHEEL STOPS TO BE INSTALLED WHEN PARKING IS ADJACENT TO SIDEWALK. 7. ADA SIGNS IN BOLLARDS AND BOLLARDS SHALL BE INSTALLED WHEN PARKING IS ADJACENT TO FLUSH CURB OR A RAMP. 8. ALL DIMENSIONS ARE TO CENTERLINE OF STRIPE UNLESS NOTED OTHERWISE. 9. STRIPING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR 90 DEGREE PARKING STRIPING ,� 3 1/2" = V-0" 1 E 0 a Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 SITE ADAPT LOGO AND ADDRESS PROTOTYPICAL SET NOT FOR REGULATORY APPROVAL, BIDDING, OR CONSTRUCTION C Q um 1 /� a) \V a) 1 �w O Q ❑ H LU z CD \ V Lo B V� M fn FSR#04987 BUILDINGTYPE/SIZE: P13 LS LRG RELEASE: 22.05 PRINTED FOR PROJECT STATUS REVISION SCHEDULE NO. DATE DESCRIPTION CONSULTANT PROJECT# DATE MM/DD/W DRAWN BY Author Fbmdw anbine mHis rt gaM In SI alglw nlc patlucetl Irabae nanetl pgct may M berglatlueetl In mymma vAtlwlewpen ft a1ebL m�ae'f Ran amalzm wa�ewgae r�aznbnvn SHEET SITE PLAN SHEETNUMBER A-100 z U) 6" DIA. SCH. 80 STEEL ILI PIPE BOLLARD PAINTED OSHA YELLOW FILLED WITH CONCRETE Q w U) U) o 3: O PAINT CONCRETE BLACKI 1 AFTER CURING AT O ASPHALT LOCATIONS 0 F 0 m 4000 PSI 0 CONCRETE o n LJ d d a d d a d ; d - I—III—III< < e I—II—III .I I—I—I a dd f d II—IIIIII N d d, d fO —III a a 14A-100 BOLLARD MOUNTED SIGN LETTERING STYLE TO BE HELVETICAL MEDIUM ACCESSIBLE PARKING SIGN (MUTCD R 7-8 AND R 7-8P5) (CIVIL TO VERIFY SIGN PANELS AND COLORED WITH STATE/LOCAL REQUIREMENTS) $ACCESSIBLE PARKING SIGN I n = I. -On ACCESSIBLE SIGN SEE SITE SIGN BASE DETAIL NOTE: SIGNS SHALL BE FABRICATED USING SIF 0.08 NON -ILLUMINATED ALUMINUM WITH VINYL COPY APPLIED TO THE FIRST SURFACE. NOTE: VERIFY COLORS WITH LOCAL MUNICIPALITY. GREEN 'REFLECTIVE' COLOR BLUE 'REFLECTIVE' COLOR WHITE 'REFLECTIVE' COLOR BLUE'REFLECTIVE COLOR WITH WHITE 'REFLECTIVE TEXT' NMITE'REFLECTIVE' COLOR PENALTY SIGN WITH WORDING AS REGUIRED BY STATE OR LOCAL LAW 2"X2" SQ. TUBING BUILDING FACE EDGE OF SIDEWALK FACE OF CURB O VAN 11 11 11 1— 11 9 -Q $ -Q 9 -Q 9 0 V4" TRAFFIC STRIPING TYP. TRAFFIC BLUE 4" TRAFFIC BLUE ACCESSIBLE SYMBOL STRIPING @ 45 DEGREE 2-0" O.C. AND LETTERING NOTES 1. ACCESSIBLE PARKING AND ACCESSIBLE AISLES SHALL NOT EXCEED 2% IN SLOPE IN ANY DIRECTION. IF ONLY ONE ACCESS ISLE IS INSTALLED, IT IS TO BE A VAN SIZE. 2. PARKING STALL DIMENSIONING SHALL BE IN ACCORDANCE WITH APPLICABLE GOVERNING AUTHORITIES & ADA STANDARDS. SEE SITE PLAN FOR COMPLETE STRIPING LAYOUT. 3. GENERAL CONTRACTOR SHALL REFER TO PARKING LOT STRIPING SPECIFICATIONS. 4. CONTRACTOR SHALL USE 4" WIDE WHITE REFLECTIVE PAINT FOR STRIPING ON ASPHALT PARKING LOTS. 5. CONTRACTOR SHALL USE 4" WIDE YELLOW REFLECTIVE PAINT FOR STRIPING ON CONCRETE PARKING LOTS. S. NO WHEEL STOPS TO BE INSTALLED WHEN PARKING IS ADJACENT TO SIDEWALK. 7. ADA SIGNS IN BOLLARDS AND BOLLARDS SHALL BE INSTALLED WHEN PARKING IS ADJACENT TO FLUSH CURB OR A RAMP. 8. ALL DIMENSIONS ARE TO CENTERLINE OF STRIPE UNLESS NOTED OTHERWISE. 9. STRIPING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR 90 DEGREE PARKING STRIPING ,� 3 1/2" = V-0" 1 E 0 a Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 SITE ADAPT LOGO AND ADDRESS PROTOTYPICAL SET NOT FOR REGULATORY APPROVAL, BIDDING, OR CONSTRUCTION C Q um 1 /� a) \V a) 1 �w O Q ❑ H LU z CD \ V Lo B V� M fn FSR#04987 BUILDINGTYPE/SIZE: P13 LS LRG RELEASE: 22.05 PRINTED FOR PROJECT STATUS REVISION SCHEDULE NO. DATE DESCRIPTION CONSULTANT PROJECT# DATE MM/DD/W DRAWN BY Author Fbmdw anbine mHis rt gaM In SI alglw nlc patlucetl Irabae nanetl pgct may M berglatlueetl In mymma vAtlwlewpen ft a1ebL m�ae'f Ran amalzm wa�ewgae r�aznbnvn SHEET SITE PLAN SHEETNUMBER A-100 E D C W_ 4 EXTERIOR FINISHES A17ACHED BR -A EC -1 BRICKVENEER PREFINISHED METAL COPING COLOR: DARK BROWN COLOR: MIDNIGHT BRONZE SIZE: MODULAR Integral Lighting BR -B -11 BRICKVENEER EXTERIOR PAINT - COLOR: LIGHT BROWN COLOR: DARK BRONZE SIZE: MODULAR FINISH: SEMI -GLOSS Bell 9 6'-4" 1'-0" 0" No STUCCO SYSTEM STOREFRONT COLOR: WRITE COLOR: DARK BRONZE FINISH: SAND MEDIUM 4'-0" 2'4" STUCCO SYSTEM COLOR: BROWN FINISH: SAND MEDIUM Gran° total 13 PERSPECTIVE VIEW B 0 W N[If -o W O O A Z U) LU g 0 0_ O M M � N W O) N V N C? O U) N J M x w iC 4 PERSPECTIVE VIEW 2 PERSPECTIVE VIEW PERSPECTIVE VIEW REF. ENCLOSURE FINISHES EC -1 PREFINISHED METAL COPING COLOR: MIDNIGHT BRONZE BR -A BRICKVENEER COLOR: DARK BROWN SIZE: MODULAR OP CANOPY FINISHES CP -1 PREFINISHED METAL COLOR: DARKBRONZE CP -2 METAL DECKING COLOR: WHITE PERSPECTIVE VIEW EXTERIOR ELEVATION T/ FRAMING 20'-412". EXTERIOR ELEVATION R, 2 1 1_ PROJECT DATA Prototype Edition: LS-_ _. Playground NO. PLAY Ls Exterior Finish Type: TOWER STUCCO Landscaping Type STANDARD CK, RD, LEED Rating NOT CERTIFIED 'Accept_ Wall FMETAL STUD NOT C-, - raminT Ing ype. GOLD, PLATINUM , � -- zl) STUD D-valuesPR: w000 METAL OOLD, PNriNUM ✓JO°O STUD- PREFAB, METAL RAM '_I I I - PREFAB, MODULAR FRAME, Drive TIIN Stack COs # • ,^-�•—..+'C MOWIAR ml tlic.dcr- iAiis� Kitchen Type: CENTERLINE Drive Thru Bypass Lane: YES E.. Water Filtration Type: TYPE A Drive Thru Number of Fulfillment Lanes:. # p D enc ETC Drive Thru Number of Pickup Lanes # OL Drive-Thru: YES 0 B O O 0 o p Drive Thru Number of Order Point Pylons: # O Industrialized Construction YES Drive Thru Number of Pickup Windows # Chick-til-A Number of Parking Spaces:# Drive Thru Door YES 5200 Buffington R o adp NumberAccessible Parking Spaces: Cross Parking: YES Square 4996 Atlanta, Georgia 30349-2998 Seat Count - Interior: 84 Menu Board - Interior: YES Seat Count - Exterior: 16 Menu Board - Interior- Count: 5 ala _ Canopy Type - Order Point: DOUBLE Menu Board - Interior - Type DIGITAL °a' .HER Canopy Type - Meal Delivery: DOUBLE Menu Board - Walk-up: NO SITE 5 Menu Board -Walk-up -Count 0 Number of Registers: ADAPT Menu Board - Walk-up - Type N/A LOGO :HER AND Menu Board -Ober Point YES � � � �.. Mer Point - Count 4 __.SUP SO DO PD ADDRESS Menu Board - O e a NOT APPROVED- REVISE AND RESU&r9T... Menu Boats - Ober Point - Type: DIGITAL ❑ APPROVED AS NOTED - REJISE AND RESJBMR D FER ❑ APPROVED FOR DESIGN INTENT Planned Classification: BASE INITIAL DATE: raUED HIGH M STOM LOW :USTOM-LOW :USTOM-HIGH FRAMING 20'1 JOINT 13'-0" B/ CANOPY Y-8" WATER TABLE T-0" i T/ SLAB 0" EXTERIOR ELEVATION 'Recwa ar, I I I •l I .,... li 0 T/ FRAMING 20'-4 EXTERIOR ELEVATION 1 PROTOTYPICAL SET NOT FOR REGULATORY APPROVAL, BIDDING, OR CONSTRUCTION C Ilii Q Q� 1 a U 06 O Q LU LU rUL CD Lo V (� B a M in FSR#04987 BUILDING TYPE/SEE: P13 LS LRG RELEASE: 22.05 PRINTED FOR PROJECT STATUS REVISION SCHEDULE NO. DATE DESCRIPTION A CONSULTANT PROJECT # DATE MWDDNY DRAWN BY Author Ftmdan on MZ J gats in LI all fllc paWce! for bae.I lej. lbay M be rmMu MIn arymaErq ulevPeawXNe�a�efblea�se'f han wlMlttc!tl Vde2 rprcnmvez SHEET DESIGN OVERVIEW SHEET NUMBER X-900 A17ACHED CANOPY SCHEDULE Mark Description Count Overall Wdth Overall TleBack Mounting Depth (Offset From Top) Integral Lighting CI -A Exterior Canopy 1 V-812" 1'-0" 0" No CI -C Exterior Canopy 9 6'-4" 1'-0" 0" No C3 -B Exterior Canopy 1 15'-0" 4'-0" 2'4" No CSC Exterior Canopy 1 15'4" 4'-0" 2'4" Yes C4 -G Exterior Canopy 1 T-0" 4'-0" 2'4" Yes Gran° total 13 PERSPECTIVE VIEW B 0 W N[If -o W O O A Z U) LU g 0 0_ O M M � N W O) N V N C? O U) N J M x w iC 4 PERSPECTIVE VIEW 2 PERSPECTIVE VIEW PERSPECTIVE VIEW REF. ENCLOSURE FINISHES EC -1 PREFINISHED METAL COPING COLOR: MIDNIGHT BRONZE BR -A BRICKVENEER COLOR: DARK BROWN SIZE: MODULAR OP CANOPY FINISHES CP -1 PREFINISHED METAL COLOR: DARKBRONZE CP -2 METAL DECKING COLOR: WHITE PERSPECTIVE VIEW EXTERIOR ELEVATION T/ FRAMING 20'-412". EXTERIOR ELEVATION R, 2 1 1_ PROJECT DATA Prototype Edition: LS-_ _. Playground NO. PLAY Ls Exterior Finish Type: TOWER STUCCO Landscaping Type STANDARD CK, RD, LEED Rating NOT CERTIFIED 'Accept_ Wall FMETAL STUD NOT C-, - raminT Ing ype. GOLD, PLATINUM , � -- zl) STUD D-valuesPR: w000 METAL OOLD, PNriNUM ✓JO°O STUD- PREFAB, METAL RAM '_I I I - PREFAB, MODULAR FRAME, Drive TIIN Stack COs # • ,^-�•—..+'C MOWIAR ml tlic.dcr- iAiis� Kitchen Type: CENTERLINE Drive Thru Bypass Lane: YES E.. Water Filtration Type: TYPE A Drive Thru Number of Fulfillment Lanes:. # p D enc ETC Drive Thru Number of Pickup Lanes # OL Drive-Thru: YES 0 B O O 0 o p Drive Thru Number of Order Point Pylons: # O Industrialized Construction YES Drive Thru Number of Pickup Windows # Chick-til-A Number of Parking Spaces:# Drive Thru Door YES 5200 Buffington R o adp NumberAccessible Parking Spaces: Cross Parking: YES Square 4996 Atlanta, Georgia 30349-2998 Seat Count - Interior: 84 Menu Board - Interior: YES Seat Count - Exterior: 16 Menu Board - Interior- Count: 5 ala _ Canopy Type - Order Point: DOUBLE Menu Board - Interior - Type DIGITAL °a' .HER Canopy Type - Meal Delivery: DOUBLE Menu Board - Walk-up: NO SITE 5 Menu Board -Walk-up -Count 0 Number of Registers: ADAPT Menu Board - Walk-up - Type N/A LOGO :HER AND Menu Board -Ober Point YES � � � �.. Mer Point - Count 4 __.SUP SO DO PD ADDRESS Menu Board - O e a NOT APPROVED- REVISE AND RESU&r9T... Menu Boats - Ober Point - Type: DIGITAL ❑ APPROVED AS NOTED - REJISE AND RESJBMR D FER ❑ APPROVED FOR DESIGN INTENT Planned Classification: BASE INITIAL DATE: raUED HIGH M STOM LOW :USTOM-LOW :USTOM-HIGH FRAMING 20'1 JOINT 13'-0" B/ CANOPY Y-8" WATER TABLE T-0" i T/ SLAB 0" EXTERIOR ELEVATION 'Recwa ar, I I I •l I .,... li 0 T/ FRAMING 20'-4 EXTERIOR ELEVATION 1 PROTOTYPICAL SET NOT FOR REGULATORY APPROVAL, BIDDING, OR CONSTRUCTION C Ilii Q Q� 1 a U 06 O Q LU LU rUL CD Lo V (� B a M in FSR#04987 BUILDING TYPE/SEE: P13 LS LRG RELEASE: 22.05 PRINTED FOR PROJECT STATUS REVISION SCHEDULE NO. DATE DESCRIPTION A CONSULTANT PROJECT # DATE MWDDNY DRAWN BY Author Ftmdan on MZ J gats in LI all fllc paWce! for bae.I lej. lbay M be rmMu MIn arymaErq ulevPeawXNe�a�efblea�se'f han wlMlttc!tl Vde2 rprcnmvez SHEET DESIGN OVERVIEW SHEET NUMBER X-900 4 T/ EXTERIOR BOND BEAM V - 8" T/ INTERIOR BOND BEAM 7' - 4" T/ SLAB O'-0" r+A REFUSE ENCLOSURE ELEVATION v i 3/8"=1'-0" WHITE ROOFING ON ROOF DECKII STRUCTURAL ON RAFTERS - R STRUCTURAL ON PLYWOOD CEILIP PAINT T/EXTERIOR BOND BEAM 08--8" T/ INTERIOR BOND BEAM T-4" WHITE ROOFING MEMBRANE AT WALL BEYONI TOP OF UNISTRL BE FLUSH WITH I OF DRIP EDGE A' FACE OF METAL INSTALL 4'-0" LEN UNISTRUT VERTI BEHIND EACH BC PAINT TO MATCF ADJACENT WALL -T[iZa37yl���:�h6 ONE COAT OF PRIMER & ONE C EPDXY PAINT TO MATCH BRICK. CONCRETE SLAE RE: STRUCTURA T/ SLAB A A REFUSE ENCLOSURE SECTION /"%-r 112"=1'-O" 4 3 SLAB -RE: STRUCTURAL 3 2 4'-0" UNISTRUTS 6" DIAMETER STEEL PIPE GATE POST PIPE BOLLARDS a0 RE: CIVIL � 1 r%n REFUSE ENCLOSURE FLOOR PLAN V L 1/4"=V-0" 1/4" 11 '-O" LOWER ROOF A4 WHITE ROOFING MEMBRANE ON ROOF DECKING - RE:STRUCTURAL B2 REFUSE ENCLOSURE ROOF PLAN 1/4" = 1'-0•, A n REFUSE ENCLOSURE ELEVATION !lL 3/8" =I '-0" 2 & 51/7, PAINTED STEEL POST CAPS (TYP) PAINT -11 2 EQUAL PANELS COLLAR HINGES (TAP & ADD GREASE FITTINGS AT EACH HINGE -GREASE HINGES AFTER PAINTING) 2-1/2"X 2-1/2" PAINTED STEEL TUBE GATE FRAME - PAINT On DIAMETER PAINTED STEEL POST - PAINT T-11 1-1/2"X 1-1/2" PAINTED STEEL ANGLES- PAINT -11 16 GA FORM DECK PANELS WELDED TO FRAME - PAINT -11 DROP RODS BEYOND B 1 REFUSE ENCLOSURE GATE REAR ELEVATION 3/8" = V-0' T/ GRADE -0'- 6" T/ EXTERIOR BON D BEAM 8' - 8" h 1 TERIOR BOND BEAM T- 4" T/ SLAB O'-0" y 510 B !S ■ Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 ARE MALC OMB ing Design for Commercial Real Estate 915 Wilshire Blvd. Suite 2150 Los Angeles, CA 90017 P 310.903.4000 N:Z011r011 Wdw14111MOM I NOT FOR REGULATORY APPROVAL, BIDDING, OR CONSTRUCTION FSR#05058 BUILDING TYPE/SIZE: P14 DTO SO RELEASE: 22.08 PRINTED FOR PROJECT STATUS NO. DATE DESCRIPTION CONSULTANT PROJECT # SNR22-0002-00 DATE 10/27/2021 DRANN BY Author Mem w-nbin on tbls d—ng"In Si digW flk pab N fc bye nametl pr%N mry M be mnxi..a F arymane Wi -press uriana�aLW mxe'f Ram amwiva wear raraema'— SHEET TRASH ENCLOSURE SHEET NUMBER A-103 a Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 SITE ADAPT LOGO AND ADDRESS PROTOTYPICAL SET NOT FOR REGULATORY APPROVAL, BIDDING, OR CONSTRUCTION FSR#04987 BUILDING TYPE/SIZE: P13 LS LRG RELEASE: 22.05 PRINTED FOR PROJECT STATUS REVISION SCHEDULE NO. DATE DESCRIPTION CONSULTANT PROJECT# DATE MM/DD/YY DRAWN BY Author Fbmtw -bane on His G g and In Si a1gbil Mc ,oL Ic bee nanM pj. may. be mnA tlIn ary mane Wbwb mpress wnudn c baba mb tm amGlua aeax rm,esMr�'��es. SHEET FLOOR PLAN Fy:IMi�aWWIMM:+ A-201 4 3 2 1 REFER TO A-105 FOR OMD CANOPY INFO 35'-9' 19'-61/2' 64'-41/2" V - 81/2" 6' - 0" 4--8" 6' - 0" 4--8" 6' - 0" V - 75/8" 3'-41/2" V-8 3/ 10'-81/4" 7'-01/2' V-93/4 8'-2" 6'-0" 20-3" 6'-0" 23'-11 1/2" MB.B A2 D1 A-401 15 A-301 P P FIRE SPRINKLER RISER SHOWN M6.E FOR REFERENCE ONLY A A C m F v M6.J N m F 1 M6.B M C 1a DRIVE THRU � o ^ m I \`��.HOOD #1���/ I \\/� I w MB.B 00 WB.BD MB.B A2 MB.EJ LL. .�9 I -•-. q -I- e HOOD #21 I �� �i�\ I a STORAGE 11701 �G________ ____ y _ of WALLS AT 2 • 1T-3 • 1/4' a o m STORAGE TO HAVE 33 STUD FRAMING m 0 3 A-601 1 O A3 4'-41/2" • 38'-5" lY z y ¢ EXTEND TO DECK A 401 A-622 3 O A-701 I y y 0 z_ w c m A• 4 WB.BD WB.BE LL W _ z of u • , • 8 ¢ LL 2 O rc O p A-602 1 0 y W6.BB o , m u 0 • 7 A-601 9 Q = LL J �, 11o I ¢ U ----____CI _ U - • rc o of MAINTAIN Z'GAP 0 A4 o B1 i 0 I TYPICAL TRIM '-£I A-401 A-301 • m 27'-41/2" i 8'-51/2' I 41'-11" 5'-4" 8'-51/2" M 8'-6" m s' -z" ' IHOOD #3I I SERVICE m m M6.B m C9 ._ DINING 4 i _ 1 I PROVIDE FROM EDGE MINIMUM 9" CLEAR OF PANEL TO W6. BM rwBB N m O A-621 9 F • ADJACENT WA LL SU RFACE TO 7 D c a 4 A-622 2 _ - - - - - -_ - - _- - - -_ - - _ a MB.BF I • I AVOID CONFLICT WITH LADDER 3 1 W6.BB m - W04.BB WB.BM A-602 5 A-603 8 O a a^ ' D c m � p I 16 8 23 A-622 n'-2" 1'-7" < i SERVING 5'-6" 2'-5" 2 1T-2" I WB.AB WB.AK WB.AB WS. BB c 1 1U i •-•-•-•-•-•-•-•-•-•-•-• - - _ - - - _ - - _ - - - - _ - - _ \ WB.BB ." ... WB.BO i i i 11'-T' 3'-4.. i Q MB I I m � - - - - - -•- - - - - - - - - - - - - - - WB.BN 11 M6.B • O �� MB.D WO DD WB • 5 A-602 7 WB.BN • M6.0 E1 i N r 7'-31/2" 2'-B" 6'-41/2" 5" 23'-03/4" WB.AB WB.BE I 6 A-604 TECH CLOSET • WB.BH TEAM MEMBER I M6.0 i ROOM A-622 1I 21 1 M I • I • W4.AA ( R - -• mA 10 H-.-.-•-•-.-.-. • -.-. -.-•� WOMENS WB.AK • A-604 I • I • 12 12 B3 WB.DD WB.DL VESTIBULE 7 O4.AC A-622 5 WB.AD W4.AA I I J W6.HN •• 1 A-602 15 N I A-301 - a - MOD 6 A-621 m ^ 8 11 A-622 B2 A-623 y • I W4.AD � • WB.BH' • W6.BN I "T M6.B y r, °J WB.CD CLOSET W4.AC W4.AA WB.BN 14 0 5WB.LL ! - W4.AA WB.EK I I I OFFICE i 30 32 O 4"I W4.AD - - - - - AAAAAAA 20 of 1 A-621 1 c = RR VEST MENS .-.-. .-. .-. .-.-. MS.E .-.-. .-.-. N W4.CD e N U 31 MB.A A • 5 Al I 3 MOB(M6.N I M6.B E A-631 M MB.D MB MB.D MB.D L C 01 .- K -. .-.-.-.-.-.-. .-.-.-. .-. K .- .-.-. D3 C A-301 ----- ----- MB.D --- ----- A-611 *A1 9'-111/2" -41/2" 1'-103/4" 4'-93/4" 6'-0" 4'-8" 6'-0" 4'-73/4" 3'-41/2" 2'-81/2" 4'-63/4" 6'-0" 14'-5" 6'-0" 4'-63/4" 14'-41/4" S. 13'-4" &Y-51/4" 35'-6 1/2" 33'-8 1/4" 119'-8" FLOOR PLAN C4 1/4" = 1'-0" BRACE INTERIOR PARTITIONS AS REQUIRED FOR COMPLIANCE WITH REFER TO LEGEND BELOW REFER TO WALLTYPES ON THE LOCAL BUILDING CODE. REFER TO REFLECTED CEILING PLAN FOR FOR WALL CAVITY FRAMING RIGHT FOR SHEATHING AND DRAFSTOPPING PARTITION LOCATIONS THAT EXTEND TO DECK. AND INSULATION MATERIALS ON EXPOSED SIDE(S) OF WALL (REFER TO ROOM WB ABS LABELS FOR ORIENTATION) \\ 14• • Al \\ I I A-611 I 1 A-623 I I I I PLUS SIGN INDICATES ADDITIONAL LAYER OF SHEATHING PAINTED FINISH I I - - ZI PAINTED FINISH w >O 0 > I m z GYPSUM BOARD SHEATHING w• 8o • I �• • ' i MENU BOARD BULKHEAD > Or w r N Z ¢ J p1 -A ¢ PAINTED FINISH O ¢ w > W m Z m W Z w GYPSUM BOARD z w z W Z ¢ z m z x¢ SHEATHING 0 �F mz W . A-624 U �F I ? U �F w ¢ z0 w Z0 ¢ J w3 w z0 FRP FINISH WOOD STUD WALL iOz m0 - z fOw T.O. FRP iOw . z >rc �� W4 2X4 WOOD STUDS GYPSUM BOARD TO xu o • GYPSUM BOARD TO m 4 m 0 = m w aOpO ¢ o m w EXTEND BELOW • z¢ 0 z w < EXTEND 1" BELOW TO. z • I TILE STOPS -- o ¢ x o z z x U W6 2X6 WOOD STUDS T.O. WALL TILE LL ¢ on WAINSCOT CAP o w ¢ AT BULKHEAD FRP WALL z m z a W8 2X8 WOOD STUDS W F 0 y W i FINISH LL ¢ W H z LLQ STAINLESS O 0 z 13 m 0 w W ? x WAINSCOT TOP CAP m 0 w z m 0 w F STEEL FINISH w ¢ onH m z LL¢ A-611 zx 20 • ?x _J 0 zx 0 CEMENT BOARD m x� onH m w m METAL STUD WALL = ¢ of x WAINSCOTING FINISH 2 0 • WALL TILE a �_ x SHEATHING z W Z 0 z w B M4 35/8"METAL STUDS WALL TILE U- LL PLYWOOD LL FINISH J U- LL ¢ x ¢ of STAINLESS STEEL W w ¢ o B M6 6" METAL STUDS FINISH z O FRP WALL FINISH z SHEATHING w CEMENT BOARD LL STOPS AT SINK of LL (70 wx LL M8 8" METAL STUDS ¢ PLYWOOD PAINTED O ¢> z p SHEATHING 1- STAINLESS STAINLESS WOOD BOARD z SHEATHING, TYP FINISH ID WALLTILE ¢ d STEEL FINISH STEEL FINISH D2 FINISH ¢ ¢ of BATT INSULATION wGYPSUM BOARD w WAINSCOTHEIGHT FINISH PLYWOOD z SHEATHING z VARIES BETWEEN D & N w of A 623 SHEATHING 3/4" PLYWOOD NOTE 1: WALL BLOCKING SHALL BE THE GENERAL CONTRACTOR'S a CEMENT BOARD FINISH TYPES d CEMENT BOARD I I CEMENT BOARD CEMENT BOARD I SHEATHING SHEATHING I - CEMENT BOARD CEMENTBOARD SHEATHING RESPONSIBILITY. BLOCKING SHALL INCLUDE, BUT IS NOT LIMITED TO: AREAS w CEMENT SHEATHING Lu WAINSCOT BOTTOM SHEATHING LL GYPSUM BOARD • • FRP WALL SHEATHING SHEATHING INDICATED ON INTERIOR ELEVATIONS FOR GRAB BARS, SHELVING BRACKETS, CEMENT BOARD BOARD TILE BASE Iii rc CAPANDTRIM SHEATHING z z FINISH TILE BASE WALK-IN MONITORS, FIXTURES, ETC, AS WELL AS BLOCKING FOR WINDOWS, CANOPIES SHEATHING SHEATHING FINISH TILE BASE W I I rc CARRY STAINLESS TILE BASE 0 FINISH d MIN. CLEARANCE, ROOF FRAMING, ROOF TOP UNITS, ETC. •17 • • TILE BASE -• • . CEMENT BOARD SHEATHING FINISH TILE BASE STEELALLTHE WAY FINISH ¢ RE: FLOOR PLAN NOTE 2: REFER TO STRUCTURAL DRAWINGS AND WALL SECTIONS FOR TILE BASE FINISH - I' ' - FINISH, TY ' '- ' < TILE BASE • ' Ca • - . • - • FINISH Qq VYNIL BASE FINISH - TO FLOOR TILE • I • • I • Ea w A3 w I • • • • - • - D3 3/4" CEMENT BOARD SHEATHING EXTERIOR WALL CONSTRUCTION. m C4 • A-604 _ m •-• _ m A3 C1 -• m FINISH C1 A -boa m m • A 604 m C2 A-604 TILE BASE - A-604 C1 m FINISH A-623 -. A3 • A- 04 O 0 -j TILE BASE FINISH io --4 C1 NOTE 3: REFER TO FINISH PLAN FOR WALL FINISH INFO AND SPECIFICATIONS RESTROOM ITYFI ❑A I ❑g EGOIEx A-604 A-623 CLOSET D1x1xG A-624 RESTROOMrvANIm SERMGIMMIURDARGRI X-641 PIAY EITCNEx IMOFIDxXI EITCNEx moon MMHM DHHGISRAADEMI A-604 WALWEI COOLER recx 0 aoSET A-623 FOR WALL SHEATHING INFO DRNE-ixRU VESTEIILE yESiIBULE DRNETIRIJ MARI..NI VES WLE18gx M WALWEI FREMER SERM5 OFFICE NOTE 4: GENERAL CONTRACTOR TO PROVIDE AND/OR VERIFY FIRE BLOCKING SERVICE UTILITYIRISER ❑TEAM MEMBER ROOM N AT 10' MAX VERTICAL SPACING AND AT CEILING HEIGHT IN ALL COMBUSTIBLE STUD WALLS, ACCORDING TO LOCAL CODE REQUIREMENTS. FLOOR PLAN LEGEND: WALL TYPES LEGEND CT CABIN ET r ----- I RE: ELECTRICAL L N.T.S. -----� MDP RE: ELECTRICAL STEEL WALL BY INSULATION SCHEDULE FLOOR PLAN GENERAL NOTES OWNER RE: OWNER A.1 ALL DIMENSIONS SHOWN ARE FRAMING DIMENSIONS (FACE OF STUD/JAMB) EXACT LOCATIONS LOCATION R -VALUE THICKNESSFOR ROOF R-17.4 3" RIGID pUNLESS ISE NOTED. A.2 FASTENERS, ANCHORS, CLIPS, STRAPS, ETC WHICH ARE IN CONTACT WITH ITEM BY OWNER 0 A PRESERVATIVEATIVE RAND/OR FIRE TREATED WOOD SHALL BE OF G-185 HOT DIPPEDZINC- L WALLR-5 COATED GALVANIZED STEEL, STAINLESS STEEL, OR AN APPROVED EQUAL. -q-01 (CONTINUOUS) I" RIGID A.3 REFER TO CIVILAND LANDSCAPE FOR LOCATIONS OF WALKS, BOLLARDS, LANDSCAPING AREAS, FLAG POLE, AND OTHER SITE ITEMS. SOFFIT OR BULKHEAD WALL R 19 6" BATT A.4 REFER TO INTERIOR ELEVATIONS FOR LOCATIONS AND TYPES OF CORNER GUARDS. ABOVE RE: REFLECTED (CAVITY) A.5 CONTRACTOR TO COORDINATE LOCATION OF POLE MOUNTED EXTERIOR CAMERA WITH CEILING PLAN STRONG SYSTEMS AND INSTALL UNDERGROUND CONDUIT AS REQUIRED. RE: SLAB R-10 2" RIGID ELECTRICAL. 2 -SIDED BRAND ICON AS REFER TO ACCESSIBILITY PLAN AND FURNITURE DRAWINGS FOR SEATING LAYOUT & RE: OWNER DRAWINGS SPECIFICATIONS. CONTACT: OWNER. NOTES: A.7 REFER TO ACCESSIBILITY PLAN AND OWNER DRAWINGS FOR CONDIMENT COUNTERS RECESSED PIN AND SLEEVE 1. REFER TO FLOOR PLAN AND WALL SECTION SHEETS AND TRASH RECEPTACLES. BOX. RE: A4/A620 & MEP FOR INSULATION EXTENTS AND LOCATIONS. A.B REFER TO IT WALLBOARD USER GUIDE FOR WALLBOARD INSTALLATION, IF APPLICABLE. DRAWINGS. 2. REFER TO SPECIFICATIONS FOR INSULATION A.9 REFER TO MILLWORK PLAN FOR RAISED CONCRETE CURB LOCATIONS. ELECTRICAL PANEL RE: PRODUCT INFORMATION. A.10 FREEZER AND COOLER DOORS AND HARDWARE SUPPLIED BY FREEZER/COOLER ELECTRICAL D MANUFACTURER 4 3 2 1 a Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 SITE ADAPT LOGO AND ADDRESS PROTOTYPICAL SET NOT FOR REGULATORY APPROVAL, BIDDING, OR CONSTRUCTION FSR#04987 BUILDING TYPE/SIZE: P13 LS LRG RELEASE: 22.05 PRINTED FOR PROJECT STATUS REVISION SCHEDULE NO. DATE DESCRIPTION CONSULTANT PROJECT# DATE MM/DD/YY DRAWN BY Author Fbmtw -bane on His G g and In Si a1gbil Mc ,oL Ic bee nanM pj. may. be mnA tlIn ary mane Wbwb mpress wnudn c baba mb tm amGlua aeax rm,esMr�'��es. SHEET FLOOR PLAN Fy:IMi�aWWIMM:+ A-201 E 4 K 2 1 a W- E oC� o � � o O O o 0 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 D1 EXTERIOR ELEVATION 1/4" = V-0.1 D B4 SITE ADAPT LOGO AND ADDRESS A4 T/ FRAMING 20'-41/2" v PROTOTYPICAL SET NOT FOR • REGULATORY T` CONTROL JOINT I3'-0"� APPROVAL, c3c B2 c1 -c c1 -c C1 -A c,_c BIDDING, OR vim A-504 CONSTRUCTION ■M i■ B/ CANOPY 9'-8" A-504 WATER TABLE 3'-0'h _... _... 11111 1 111110 C - A-504 A-501 `,........ T/ SLAB 0" A-501 Cl EXTERIOR ELEVATION 1/4" = 1 •-0" li 1 A-504 A-504 A-504 A-504 T/ FRAMING 20-41/2"h T/ FRAMING 20'-4 1/2' h a) •1 'cl) w 06 0 • -D; llw_ ' w CONTROL JOINT 13'-0' C4G CONTROL JOINT 13'-0" LL C1 -C - � Q 71� C3 -B AB04 T 0 Z B/ CANOPY 9'-8" B/ CANOPY 9'-8"h CDLin A/ LL *■ ■■ A, A-504 A-504 63 A-504 WATER TABLE 3'4"c4 WATER TABLE 3'-0h B3 A3 C CJ 0 w Q v FS !.r A-501 A-501 _ BUILDING TYPE/SEE: P13 LS LRG _ RELEASE: 22.05 T/ SLAB O" T/ SLAB O" PRINTED FOR PROJECT STATUS B3 EXTERIOR ELEVATION V 0) FINISH I MANUFACTURER MODEL MORTAR PLANT LOCATION or BR-A(PRIMARY BRICK) W DESCRIPTION 0_ BR -02.... . 0 H ARGOS, SAN TAN ELGIN, TX - SOUTHEAST, SOUTHWEST BR -18 IMUTUAL MATERIALS LU JARGOS, SAN TAN MICA,WA W BR -20....... N IKHAKIMATT JARGOS, SAN TAN 0 LU BR -B (ACCENT BRICK) o LU � J BR-03ACME D_ RUSTIC NMITE ARGOS, SAN TAN O A BR -19 D_ DESERTWHITE B1 EXTERIOR ELEVATION REVISION SCHEDULE 1/4" - J. -O., NO. DATE DESCRIPTION FINISH SCHEDULE - EXTERIOR APPROVED BRICK ALTERNATES (SEE NATIONAL ACCOUNTS LIST FOR CONTACT INFORMATION) FINISH I MANUFACTURER MODEL MORTAR PLANT LOCATION PREFERRED REGION(S) BR-A(PRIMARY BRICK) W DESCRIPTION 0_ BR -02.... . ACME BRICK 1 PALOMA GRAY _. ARGOS, SAN TAN ELGIN, TX - SOUTHEAST, SOUTHWEST BR -18 IMUTUAL MATERIALS MIDNIGHTSKY JARGOS, SAN TAN MICA,WA IWEST BR -20....... GLEN-GERY IKHAKIMATT JARGOS, SAN TAN ICHESWCK,PA IATLANTIC, NORTHEAST, MIDWEST BR -B (ACCENT BRICK) O N) 4-0' 24" � J BR-03ACME BRICK RUSTIC NMITE ARGOS, SAN TAN MALVERN, AR SOUTHEAST, SOUTHWEST BR -19 MUTUALMATERIALS DESERTWHITE JARGOS, SAN TAN MICA WA IWEST BR -26 GLEN-GERY WHITEHALL JARGOS, SAN TAN ICHESWCK, PA. ATLANTIC NORTHEAST MIDWEST B1 EXTERIOR ELEVATION REVISION SCHEDULE 1/4" - J. -O., NO. DATE DESCRIPTION FINISH SCHEDULE - EXTERIOR MATCH MORTAR COLOR RE: KITCHEN LU CARD READER BY LIGHT FIXTURE - ....MODEL.... X a SECURITY RE: ELECTRICAL W DESCRIPTION 0_ MODELNAME o COLOR NOTE BR -A v Q 9 MODULAR * No *SEE APPROVED BRICK ALTERNATES CP -1_ CANOPY METAL FASCIA N V DURA COAT O DARK BRONZE N 1 O N) 4-0' 24" � J C4 -G M TEXTURE PVD O CANOPY METAL DECK Yes B1 EXTERIOR ELEVATION REVISION SCHEDULE 1/4" - J. -O., NO. DATE DESCRIPTION FINISH SCHEDULE - EXTERIOR MATCH MORTAR COLOR RE: KITCHEN CANOPY SCHEDULE CARD READER BY LIGHT FIXTURE - ....MODEL.... Overall Width... a SECURITY RE: ELECTRICAL MARK- DESCRIPTION MANUFACTURER MODELNAME NUMBER COLOR NOTE BR -A BRICK VENEER (PRIMARY) 9 MODULAR * No *SEE APPROVED BRICK ALTERNATES CP -1_ CANOPY METAL FASCIA .... DURA COAT DC19ST-2703 DARK BRONZE OIL RUBBED BRONZE METALLIC 1 15-0" 4-0' 24" YW C4 -G EMeHor Canopy TEXTURE PVD CP -2 CANOPY METAL DECK Yes WRITE SMOOTH V%HITE HIGH GLOSS EC -1 PARAPET WALL COPING DUROLAST/ MIDNIGHT EXCEPTIONAL METALS BRONZE PT -100 EXTERIOR PAINT SHERWIN WILLIAMS SHER-CRYL HIGH PERFORMANCE SW2807 ROCKWOOD REFUSE ENCLOSURE. FINISH: ACRYLIC #B66.350 SEMI -GLOSS ON DOOR FRAMES, SATIN ON WALLS PT -113 EXTERIOR PAINT SHERWIN WILLIAMS SHER-CRYL HIGH PERFORMANCE DARK BRONZE FINISH: SEMI -GLOSS - - ACRYLIC#B66-350 SC -1 -. STUCCO STO POWERWALL WESTHIGHLAN FINISH: SAND MEDIUM DWHITE- SC-2 STUCCO STO POWERWALL HARDWARE ST -1 STOREFRONT. YKK YES 45 DARK BRONZE (MATTE) GENERAL NOTES - LEGEND ❑ OIL EXTRACTION 1. ALL SIGNAGE PROVIDED BY OTHERS PORT ACCESS BOX 2. REF FLOOR PLAN AND WINDOW LEGEND FOR STOREFRONT INFORMATION - EXPANSION JOINT, SEALANT COLOR TO. CO2 FILL BOX - r. DATE MM/DDNY FINISH SAND MEDIUM MATCH MORTAR COLOR RE: KITCHEN CANOPY SCHEDULE CARD READER BY LIGHT FIXTURE - Description Count Overall Width... a SECURITY RE: ELECTRICAL Integral Lighting CI -A 9R"A VENDOR -RE: ELEC 1 3'-81/2" r — � No C1 -C SCUPPER- T-11 CT CABINET- T-11 9 64" SEE A2/A-503 RE. ELECTRIC No C3 -B EMeHor Canopy A CONSULTANT PROJECT # iklfklf 15-0" 4-0' 24" No r. DATE MM/DDNY FINISH SAND MEDIUM an Siaigla ni DRAWN BY DOWNSPOUT- T-11. igW ffl or n SEE A3/A-503. u,mm'i«n zmlaream mz rtaip am zz SC -2 waaz=zar«mae na.za aq«cmm «c nermmauem in O ay ma""«znmwcapea waan Quwaeaizcc rvan azo -'am , zer eznmvc od ar SHEET EXTERIOR ELEVATIONS EC -1 MDP - 9 RE ELECTRICAL SHEET NUMBER Grand total 13 A-301 0 0 4 1 3 1 2 1 ATTACHED CANOPY SCHEDULE Mark Description Count Overall Width... Overall Tie Back Mounting Depth (Offset From Top) - Integral Lighting CI -A EMeHor Canopy 1 3'-81/2" ,'-0" 0" No C1 -C EMeHor Canopy 9 64" ,'-0" 0" No C3 -B EMeHor Canopy 1 15-0" 4-0' 24" No C3 -C EMedor Canopy 1 15-0" 4-0' 24" YW C4 -G EMeHor Canopy 1 7-0" 4-0' 24" Yes an Siaigla ni DRAWN BY DOWNSPOUT- T-11. igW ffl or n SEE A3/A-503. u,mm'i«n zmlaream mz rtaip am zz SC -2 waaz=zar«mae na.za aq«cmm «c nermmauem in O ay ma""«znmwcapea waan Quwaeaizcc rvan azo -'am , zer eznmvc od ar SHEET EXTERIOR ELEVATIONS EC -1 MDP - 9 RE ELECTRICAL SHEET NUMBER Grand total 13 A-301 0 0 4 1 3 1 2 1 E 0 C B Q A, 5 4 1 3 1 2 1 1 rn4 EXTERIOR ELEVATION U 1 1/4" = V -a' Cl EXTERIOR ELEVATION 1/4" = 1'-0" B3 EXTERIOR ELEVATION 1/4" = T-0" 4 B 1 EXTERIOR ELEVATION 1/4" = 1'-0" FINISH SCHEDULE - EXTERIOR APPROVED BRICK ALTERNATES (SEE NATIONAL ACCOUNTS LIST FOR CONTACT INFORMATION) FINISH I MANUFACTURER MODEL MORTAR PLANT LOCATION PREFERRED REGION(S) BR -A (PRIMARY BRICK) MARK DESCRIPTION MANUFACTURER BR-02ACME BRICK PALOMA GRAY ARGOS, SAN TAN ELGIN, TX SOUTHEAST, SOUTHWEST BR -18 MUTUALMATERIALS MIDNIGHTSKY JARGOS, SAN TAN MICA,WA IWEST BR -20 GLEN-GERY IKHAKIMATT JARGOS, SAN TAN ICHESWCK, PA IATLANTIC, NORTHEAST, MIDWEST BR -B (ACCENT BRICK) 15'-0" 4'4" 24" Yes BR -03 ACME BRICK RUSTIC V%H ITE ARGOS, SAN TAN MALVERN, AR SOUTHEAST, SOUTHWEST BR -19 IMUTUAL MATERIALS DESERTWHITE JARGOS, SAN TAN MICA,WA IWEST BR -26 GLEN-GERY WHITEHALL JARGOS, SAN TAN ICHESWCK, PA IATLANTIC, NORTHEAST, MIDWEST 4 B 1 EXTERIOR ELEVATION 1/4" = 1'-0" FINISH SCHEDULE - EXTERIOR ATTACHED CANOPY SCHEDULE Mark MODEL Overall Wdth Overall Tie Back Mounting Depth (Offset From Top) MARK DESCRIPTION MANUFACTURER MODELNAME NUMBER COLOR NOTE BR -A BRICK VENEER (PRIMARY) 9 MODULAR 1'-0" 0" No *SEEAPPROVED BRICK ALTERNATES CP -1 CANOPY METAL FASCIA 15'-0" DURA COAT DC19ST-2703 DARK BRONZE OIL RUBBED BRONZE METALLIC 1 15'-0" 4'4" 24" Yes C4 -G Ededor Canopy TEXTURE PVD CP -2 CANOPY METAL DECK Yes V%HITE SMOOTH V%HITE, HIGH GLOSS EC -1 PARAPET WALL COPING DUROLAST/ MIDNIGHT EXCEPTIONAL METALS BRONZE PT -100 EXTERIOR PAINT SHERWIN WILLIAMS SHER-CRYL HIGH PERFORMANCE SW2807 ROCKWOOD REFUSE ENCLOSURE. FINISH: ACRYLIC #B66.350 SEMI -GLOSS ON DOOR FRAMES, SATIN ON WALLS PT -113 EXTERIOR PAINT SHERWIN WILLIAMS SHER-CRYL HIGH PERFORMANCE DARK BRONZE FINISH: SEMI -GLOSS ACRYLIC #B66-350 SC -1 STUCCO STO POWERWALL WESTHIGHLAN FINISH: SAND MEDIUM D NMITE SC -2 STUCCO STO POWERWALL HARDWARE FINISH: SAND MEDIUM ST -1 STOREFRONT YKK YES 45 DARK BRONZE MATTE) 41 GENERAL NOTES 1. ALL SIGNAGE PROVIDED BY OTHERS 2. REF FLOOR PLAN AND WINDOW LEGEND FOR STOREFRONT INFORMATION CANOPYNOTES: BUILDING MOUNTED CANOPIES - 8" THICK CANOPY - KYNAR FINISH OF STRUCTURE, FASCIA, & DECKING TO MATCH(T.1) COLUMN MOUNTED CANOPIES - 10" THICK CANOPY - FINISH OF STRUCTURE TO BEC R1 - FINISH OF DECKING TO BE CP -2 Grand total 2 13 LEGEND EXPANSION JOINT, SEALANT COLOR TO MATCH MORTAR COLOR CARD READER BY ® SECURITY VENDOR -RE: ELEC SCUPPER- T-11 SEE A2/A-503 DOWNSPOUT- T-11 SEE A3/A-503 MDP_#D RE ELECTRICAL 0 0 1 ❑ OIL EXTRACTION PORT ACCESS BOX CO2 FILL BOX - RE: KITCHEN LIGHT FIXTURE - RE:ELECTRICAL r — � CT CABINET- T-11 RE: ELECTRICA L — J EC -1 E 0 a Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 SITE ADAPT LOGO AND ADDRESS PROTOTYPICAL SET NOT FOR REGULATORY APPROVAL, BIDDING, OR CONSTRUCTION 1' FSR#04987 BUILDING TYPE /SEE: P13 LS LRG RELEASE: 22.05 PRINTED FOR PROJECT STATUS REVISION SCHEDULE NO. DATE DESCRIPTION CONSULTANT PROJECT# DATE MM/DD/YY DRAWN BY Author inmrmal'iDn nmrarea on wa d g am in Si digla mea produced fa lose naned pgct may na be maxi ead In any manna-�duwcayen v.drce� a rvba cmzcc rtan a hors:ed Drded rmreznmvaz. SHEET EXTERIOR ELEVATIONS SHEET NUMBER A-301 ATTACHED CANOPY SCHEDULE Mark Description Count Overall Wdth Overall Tie Back Mounting Depth (Offset From Top) Integral Lighting CI -A Ededor Canopy 1 3'-81/2" 1'-0" 0" No CI -C Eodedor Canopy 9 64" 1'-0" 0" No C3 -B Ededor Canopy 1 15'-0" 4'4" 24" No C3 -C Ededor Canopy 1 15'-0" 4'4" 24" Yes C4 -G Ededor Canopy 1 7'-0" 4'4" 24" Yes Grand total 2 13 LEGEND EXPANSION JOINT, SEALANT COLOR TO MATCH MORTAR COLOR CARD READER BY ® SECURITY VENDOR -RE: ELEC SCUPPER- T-11 SEE A2/A-503 DOWNSPOUT- T-11 SEE A3/A-503 MDP_#D RE ELECTRICAL 0 0 1 ❑ OIL EXTRACTION PORT ACCESS BOX CO2 FILL BOX - RE: KITCHEN LIGHT FIXTURE - RE:ELECTRICAL r — � CT CABINET- T-11 RE: ELECTRICA L — J EC -1 E 0 a Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 SITE ADAPT LOGO AND ADDRESS PROTOTYPICAL SET NOT FOR REGULATORY APPROVAL, BIDDING, OR CONSTRUCTION 1' FSR#04987 BUILDING TYPE /SEE: P13 LS LRG RELEASE: 22.05 PRINTED FOR PROJECT STATUS REVISION SCHEDULE NO. DATE DESCRIPTION CONSULTANT PROJECT# DATE MM/DD/YY DRAWN BY Author inmrmal'iDn nmrarea on wa d g am in Si digla mea produced fa lose naned pgct may na be maxi ead In any manna-�duwcayen v.drce� a rvba cmzcc rtan a hors:ed Drded rmreznmvaz. SHEET EXTERIOR ELEVATIONS SHEET NUMBER A-301 Plan View Scale - 1" = 25R + 'es 'ab +ab a.5 +p] 'a5 0.5 a.5 'a.5 *a.5 __ __ ___ _._ _. +05 'a.5 *08 'a.9 a.] '01 'a8 a8 'a8 'OA '0] 'O8 '8 'O8 +0A '3 +op +op +op +0a +a.a a.2 +a.a - _ _ I _ _ _ 'a5 'p8 'a. '09 '1A '1.1 '1.5 '18 13 '1A +02 'p8 'p8 'O8 '09 '1.1 ' 3 '1.2 'a.9 '0.5 j pAi I a1 'a.] '09 '1.1 '13 '1A '18 'l8 'l] '2p '1.5 '13 '13 ,-,+ '09 '1A '13 '18 '18 1A 'a.B 00 a.1 ap +al SA +u +1A +19 +2g +a2 +aa '2a 42a Sl SA +v +1. +u +1e +22 v +1.2 ae 'p8 '11 '18 'lp 'l8 '32 '5.5 '3< 'l] '21 '18 '13 '1. '11 '2.1 '29 32 '197 j a.1 *p9 *13 *19 *. A *31 8 *1 *1.5 *3p *37 *32 A< '2.1 00 a.2 *1A *13 *3p *38 *38 *38 *5 �ay,+88 '39 '38 *3A *23 18 *1.5 *1.7 *23 *32 *32 3.5 '22 W7,/5'9'J +02 'IA '11 '1A '2.1 '38 '37 'Ap '88 ']2 '43 '39 '3A '25 A '1.7 '18 '34 '33 #r '13 � I a°! 00 I I'12 15 + +� '43 '87 ']2 'Ag 1] + '27 ' 1 '19 '1 1 3 '33 3.6 +2.5 II 'a.3 II '13 +11 23 28 33 'A< '] 2 '] g 'A8 '3.5 (11 '29 < 1 '2 '2T '3 ' 'L.9 8 ± ___ _ _ __ _ __ _ _ _ _ --------- _ _ _ _ _ ________ --I I 0 'a.2 'a.2 *a.L *a.5 'a.] 'a.] 'a.] 1 'aA I 00 I I y '14 '18 +2d '28 '32 '<.5 ']p '73 '5.1 43<'3 A '2. +22 + + + + +1.2 '1.0 'a8+ + .Aus'13 '18 '22 '28 '3< 'A3 ']3 ']8 'A] '38 '35 '31 '27 '23 '2.1 +2'� *< M]3 *8.9 • 1 � 'a1 5�+*8A 'I 3e ® *p.] *fA ➢.] m *1A *15 *11 811 *a.] I '00 0] � 11 I '1A '15 5 '28 '3g 'A2 '6.5 +7.1 '<.5 39 35 '<A 38 '3p ' 3 '2.1 -SO 6 * 9 '40 ] ].5 0a *13 *18 *2A *"1. 'a. I 1 A +1A '22 +29 +38 +4A +89 +73 +A20 38 A] +43 + +2.5 +2.2 3 +'1.3 *2.p *3. +]5 +16 +0, <ai1 11 +02 +02 '03 403 +a8 +09 21 +2a +v +39 +eg +7.1 'a2 43a +38 +51 A 3. '3.a 'E. 8 \'31 '3.a `aa +20 +5 +.2 1 4- 0 ° oo0"O4 0 +0.2 +03 '03 40.5 +p8 +09 +13 +2p +2.5 +32 +37 +5.7 +6.2 +3.8 43.5 +32 +5A *m9 *A2 3.3 '12.8 ] +36 8 +2 T,i 'p5 +03 II I=13ILS ILIR� 11 ®S34S* 11 *.3 *03 *0.5 *OB *01 *09 *13 *1.B+22 *27 *33 *&0 *3.8 *2.B *28 *LB *l] *l< *2.7 * .5 8 J.8 K3.9 .� +p, 'a.3 87 SP 1 1 *aA +0a +0a +p.] *a8 *12 *15 181 *2p *22 '28 'Ap +<. +3.0 *2.2 *2 *LA'I NA 04A *3. '2A *L. _ _ _ _ _ _ b.] „�'�6 'd0 *A2 *3211 *p +a.3 - y +0.5 4.8 'aP 49 '12 '1B '18 '1P '1P '19 '22 '27 37 '19 '42 *sA *m2 *3A *2A ''33 3 319 2 a] 37 35 b_p. 3 'all + +a.ai --_- ______- _- - ____- _____ ---- 1 +01 '09 '1.1 '13 +18 +22 +2A +2.1 +19 +18 +18 +2p '19 '1. +1.1 +13 +38111 *<A i.8 *3. *2.81 *2 /2 118 '15 p*1.L 1"IA *1A *1A *1a *11 *18 18 'i *19 '2.5 ��.3 *41 Ns +35i +13 O8 %2 �4 t +23 +33 +35 +28 1 t9 +18 +11 '1.5 *12 � +� +2.7 * p .1 �0 '2 ��' '4Q 18 698 '18 '11 '11 A '2A '22 ' l �1l _ _'2.p 'I 23 *2g NA +511 '15 +0a 1!! +09 +1A +11 42.1 +29 +42 +53 +34 +2.5 +2.1 +18 +1A +1.1 +p. +0A a.] +18 '3A '3 '42 8 '2.5 '2.2 '2.3 '23,..:.1 '23 A '3A *3S 3 '2.1 / �1-a +19 +0a i1! +1A +18 +2p 427 +3A '55 +62 +38 +3p +23 +19 +13 +09 +p. 408 +8 +12 '31 '< B.2 '48 '3.1 '2.8 '2.8 '28 A '28 '3S i.8 '4g '2.9 8 '1458i 3 III +0a -I +1A +11 +23 432 +35 +g0 +65 +39 +3.5 +2g +2p +13 +09 +p. 408 +1.1 +2A '22 '2A i.2 NA 9 '5.'31 '3.2 '3.1 '32 '3.1 '35 '4.3 'g. '3 3 44 3 'g.8 -1 i+ r +0a i +1.1 +11 +2.5 433 +35 +53�+5] +3] +3g +27 +2p +13 +09 +p. 401 +11 +181 '22 72.8 '3.5 5.p %.2 '5. '3S '31 '3.5 '35 '35 '39 L.] '].a 5.6 '31 l Na 92 -'k 58' .2 *pg I a. a.b +1A +11 +22 '3.1 +3A '51 +63 +38 +34 +2.5 +19 +13 +09 +p. 401 +1A +1.]' '22 2.9 '3a '<.5 '<. '3S '3A '3A '38 '37 ND L.5 '49 '31 9 ' $ " 5 I +8 *pg I i 1 +03 +1A +18 +2p '2g +32 +55 +g.1 +3g +28 +22 +18 +1.2 +a.8 +a. '0] +1A +18 ''2.1 l 3< '48 %.p '5. 3.9 '"a.8 '3.5 3.5 i.5 '39 <a *].0 b.3 3.8 8 '4411 91 'ae 65 � +221i +p8 03 '1A +1A +11 +2.0 *2.] *L5 *L8 *3.1 +22 +18 +1.8 +1.2 *0.9 +a. +08 +1A 15 +2.1 +2i 30 04< B.9 b.2 3.8 3'3S 33 32 38 04S "T b.3 .5 .1 40 58 22111 +a.] 1 ,,.�+_ +p3 '09 +13 +1A +18 +21 +29 +31 +24 *A�-r.8 *1A *1.2 *1.a *a.B *a.8 *1.1 *1A i *1B *2.1 1X2.] 40 i 3+4. 3.1 3.9 '32 33 33 33 *4< S.8 *48 *2.8 *28 A *38 A *35 *1 ]I +al 0.8 +1A +13 +13 +15 +20 +20 +11 +1 +13 +1.1+ 9 +1A +1.1 +1A i *18 1X18 *2. � � +3 '2.9_ _ '2.8_ 03e_ _ 33 _ _ 3A 38 304S _____040 - 31 +2.5 '2. 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SEE STORM PLAN, SHEET C4.0, FOR MORE INFORMATION ABOUT STORMWATER FACILITIES. X1SITE PLAN NOTES 1. PROPOSED CONCRETE SIDEWALK 2. PROPOSED CFA STANDARD CATCHING/SPILLING CURB AND GUTTER 3. PROPOSED 4" WHITE PAINTED PARKING STRIPE 4. PROPOSED ASPHALT PAVEMENT SURFACE 5. PROPOSED DRIVE-THRU PAVEMENT MARKINGS REFER TO ARCHITECTURAL PLANS FOR BUILDING DETAILS 6. PROPOSED STANDARD A.D.A. STALL AND SIGNAGE 7. PROPOSED VAN ACCESSIBLE A.D.A. STALL AND SIGNAGE 8. PROPOSED WHITE PAINTED STOP BAR AND SIGNAGE 9. PROPOSED DRIVE-THRU EQUIPMENT AND SIGNAGE 10. PROPOSED DRIVE-THRU CANOPY 11. PROPOSED A.D.A. RAMP WITH TRUNCATED DOMES 12. PROPOSED TRASH ENCLOSURE. SEE ARCHITECTURAL PLANS FOR ELEVATION 13. PROPOSED DRIVE-THRU CONCRETE 14. PROPOSED WHITE PAINTED DIRECTIONAL ARROWS 15. PROPOSED CONCRETE PATIO W/ OUTDOOR TABLES & SEATING 16. PADS A AND B AND ASSOCIATED PARKING AND DRIVING AREAS TO BE DESIGNED AND CONSTRUCTED AT A LATER TIME. 17. PROPOSED BUILDING 18. PROPOSED 6"CURBAND GUTTER 19. PROPOSED LID STORMWATER FACILITY (RAIN GARDEN OR INFILTRATION PLANTER), SEE STORMWATER PLAN SHEET FOR MORE INFORMATION 20. PROPOSED RETAINING WALL 21. 5' WIDE PEDESTRIAN CIRCULATION WALKWAY 22. PROPOSED LED LIGHTS FOR EXISTING STREET LIGHT HEADS ALONG GATEWAY PER CURRENT CITY OF SPRINGFIELD LED STANDARDS FOR ARTERIALS. 23. PROPOSED LOT LINE ADJUSTMENT UNDER SEPARATE PERMIT. OREGON UTILITY NOTIFICATION CENTER 1-800-332-2344 1 SITE STATISTICS SITE PARKING: CIVIVS PROJECT M MINIMUM PARKING: 50 STALLS MAXIMUM PER CODE: 63 STALLS ADA STALLS 2 STANDARD STALLS PROVIDED 63 TOTAL PROVIDED 65 STALLS ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987.) 1 20 0 20 40 SCALE IN FEET E o00� 0 po� Qo0 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 0 40'6OOWL 309 SW 6TH AVENUE, #700 PORTLAND, OREGON 97204 971-280-8641 FSR# 04987 REVISION SCHEDULE NO. DATE DESCRIPTION CIVIVS PROJECT M 10841.01 PRINTED FOR LAND USE DOCUMENTS DATE A12021 11/10 DRAWN BY JLG (p mamaia�cwairea aims araa�q aramai � dal8 files praticci fm abwenmeaprgW Z mY^y be rcproLxainanY mvrrl WlFaY G exprcsz vnllenarvnbalcmvnlim G auCnizea pmRtl rcprcsWa4ves. W SHEET U SITE PLAN O W CO SHEET NUMBER a C2.0 _ US US 45 US RANDYF BASIN 1 �y�° 31,595 SF (0.725 AC) A IN 66 50 SFF ® t,\ I2 , 530 SF RDEN: m m BASIN �2 8,121 SF \ RAIN A R g74AIN GARDEN: 742 SF W YLI ate— as TINE T P o 90 SEATS DSS: 4,987 SF 16,025 SF (0.368 AC) PLANTER: 1,006 SF ONSITE DRAINAGE AREA TOTAL: 1.827 AC (79,564 SF) PROPOSED PERVIOUS: 0.397 AC (17,298 SF) 21.74% I PROPOSED IMPERVIOUS: 1.429 AC (62,266 SF) 78.26% BASIN 1: w PERVIOUS=6,167 SF IMPERVIOUS=25,428 SF TOTAL=31,595 SF BASIN 2: — I I PERVIOUS=1,608 SF IMPERVIOUS=6,513 SF I TOTAL=8,121 SF ;I BASIN 3: 1I• I PERVIOUS=2,075 SF BASIN 4 IMPERVIOUS=13,950 SF 23,823 SF TOTAL=16,025 SF IIS' (0.662 AC) al BASIN 4: RAIN GARDEN: I PERVIOUS=7,448 SF 2,002 SF I IMPERVIOUS=16,375 SF J. + I h TOTAL=23,823 SF I• P I o 3 + 4 I � I I o y I I I 0 W I r101 -GATEWAY CHICK-FIL-A PROPOSED BASIN MAP ® 50 0 50 SCALE IN FEET PROJECT 14891-01 DATE 04/012023 EXHIBIT 1 as as as as r I / \ C :u — as as as as I _439-❑ I k I I \ N —I L� I \ I f� I i a 1 / EXISTING BASIN — \79,564 SF it �' — (1.827 AC)� I — I / I I \ I I \ 1 1 \ Tc — 26 9 min — mm J I I \ 8E�-,438\ \ DOW I I I I I F I ONSITE DRAINAGE AREA TOTAL: 1.827 AC (79,564 SF) EXISTING PERVIOUS: 0.439 AC (19,124 SF) 24.04% EXISTING IMPERVIOUS: 1.388 AC (60,440 SF) 75.96% PRE -DEVELOPED PERVIOUS: 1.827 AC (79,564 SF) 100.00% PRE -DEVELOPED IMPERVIOUS: 0.000 AC (0 SF) 0.00% PRE -DEVELOPED DRAINAGE PATH: 100 FT SHEET FLOW, 0.50% SLOPE 160 FT SHALLOW CONCENTRATED FLOW, 0.50% SLOPE I � I �I I n 50 0 50 SCALE IN FEET PROJECT 14841-01 DATE 04/012023 GATEWAY CHICK-FIL-A EXISTING BASIN MAP EXHIBIT 2 c B 4 m VA CHICKiiiiiiiiiiiiiiFlLiiiiiiiiiiiA GATEWAY &RANDY PAPE .4rmte . = - PROJECT d AREA v � rs� C� Ave Dstco Wholesale Q �, i PeaceHeaI h acred Heart Medical enter a1 Safi- eway q 9 o � e� VICINITY MAP SCALE: NTS N PROJECT DESCRIPTION BASIS OF BEARING THIS PHASE OF THIS DEVELOPMENT WILL INCLUDE THE CONSTRUCTION OF A SINGLE -STORY COMMERCIAL RESTAURANT BUILDING WITH FOOTPRINT OF 4,897 SF, A CONCRETE -PAVED DRIVE-THRU, AN ASPHALT -PAVED PARKING LOT, UNDERGROUND UTILITIES INCLUDING WATER, SANITARY SEWER, ELECTRIC, GAS AND COMMUNICATIONS, AND STORMWATER TREATMENT FACILITIES CONSISTING OF WATER QUALITY LIDAS. THIS PHASE WILL ALSO INCLUDE CONSTRUCTING THREE ACCESS POINTS AND ASSOCIATED DRIVEWAYS LOCATED ON THE EAST (ALONG GATEWAY), SOUTH (ALONG THE FREIGHT ACCESS), AND WEST (ADJACENT TO THE WESTERN PROPERTY). FUTURE PHASES TO THE WEST AND SOUTH OF THE SITE WILL BE UNDER A SEPARATE PERMIT. SITE LOCATION THIS PROJECT SITE IS LOCATED ON THE SE CORNER OF RANDY PAPE BELTLINE AND GATEWAY ST IN SPRINGFIELD OREGON. THE SITE HOLDS THE ADDRESS OF 3358 GATEWAY STREET N SPRINGFIELD, OREGON 97477.THE PROJECT SUE IS LOCATED ON TAX MAP 1703222 AND INCLUDES TAX LOT NUMBERS 001600 AND 001300 EXISTING SURVEY MONUMENTS ARE TO BE PROTECTED DURING CONSTRUCTION OR REPLACED IN ACCORDANCE WITH OREGON REVISED STATUTES 209.140-209.155 Al PROJECT TEAM DEVELOPER OREGON SOUTH STATE PLANE COORDINATE SYSTEM HAD 83 (2011) BASED ON GPS OBSERVATIONS. DISTANCESSHOWN HEREON ARE GROUND DISTANCES, INTERNATIONAL FEET, SCALED ABOUT A CENTRAL CONTROL POINT DATUM NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVDW) BASED ON NATIONAL GEODETIC SURVEY ONLINE POSITIONING SERVICE OPUS STATIC OBSERVATIONS. CHICK-FIL-A ATTN: STEVE SCHWARTZ 15635 ALTON PARKWAY, SUITE 350 IRVINE, CALIFORNIA 92618 PHONE: (404) 305-4407 STEVE.SCHWARTZ@CFACORP.COM 4 ARCHITECT WARE MALCOMB ATTN: NONY RIVERA 3015 112TH AVE NE #205 BELLEVUE, WA 98004 PHONE: (425) 582-5517 NRI VERA@WAREMALCOMB.COM 3358 GATEWAY STREET, SPRINGFIELD, OREGON 97477 LAND USE DOCUMENTS CIVIL ENGINEER DOWL ATTN: MIKE TOWLE, PE 720 SW WASHINGTON AVE, SUITE 750 PORTLAND, OREGON 97205 PHONE: (971) 280-8645 MTOWLE@DOWL.COM 3 SITE MAP SCALE: NTS N GEOTECHNICAL ENGINEER TERRACON CONSULTANTS ATTN: KRISTOPHERT. HAUCK, PE 700 NE 55TH AVE PORTLAND, OREGON 97213 PHONE: (503) 742-7181 KRI STOPHER. HAUCK@TERRACON. COM L SURVEY 1 SHEETINDEX SHEET NUMBER SHEET TITLE CO.0 COVER SHEET C1.0 EXISTING CONDITIONS & DEMO PLAN C2.0 SITE PLAN C3.0 GRADING PLAN C4.0 STORMWATER PLAN C5.0 UTILITY PLAN C5.1 FIRE SERVICE PLAN L1.0 LANDSCAPE PLAN 10 1 PHOTOMETRIC PLAN S&F LAND SERVICES ATTN: CHRIS SHERBY, PLS 4858 SW SCHOLLS FERRY RD, STEW PORTLAND, OREGON 97225 PHONE: (503) 345-0328 JERED.MCGRATH@SFLANDS.COM OREGON UTILITY NOTIFICATION CENTER 1-800-332-2344 ATTENTION: OREGON LAW REOU I RES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987.) 1 E o00� 0 0 000 Doo 0 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 R 40'6OOWL 309 SW 6TH AVENUE, #700 PORTLAND, OREGON 97204 971-280-8641 c 0 Q a J � `6 'Z^^ V 1 LU Q Uj (LU `+ B \ 2 ILN FSR# 04987 REVISION SCHEDULE NO. DATE DESCRIPTION CIVIL'S PROJECT M 14841.01 PRINTED FOR LAND USE DOCUMENTS DATE A12021 11/10 DRAWN BY JLG (p mamaia��wai,ea aims arcare admai � dal8 files pmticci fm abwenmeaprgW Z m YrvY be rcProlxalnanY mvrrs �MMva ezPrcss �.auem or..mm �m�i rm � b,na�rca mKa rcPrc:aaa4ves. LU SHEET U COVER SHEET O LU (n SHEET NUMBER CO.O Q J 11 C ■-1 M1 4 I 3 I RANnv pno� Dm Tlwir o 4 1 3 1 SE Y K E GENERAL NOTES: 1. CLEAN OUTS ARE REOU I RED AT A MAXIMUM OF 90 FEET ALONG A STORM LINE. 2. STORMWATER FACILITIES FOR THE ENTIRE PARCEL AREA, WHICH INCLUDES THE CFA BUILDING AND TWO OTHER PADS TO BE CONSTRUCTED DURING A LATER PHASE, WILL BE CONSTRUCTED IN FULL AND WILL NOT BE PARTIALLY BUILT. X) STORMWATER CONSTRUCTION NOTES 1. PROPOSED STORMWATER FILTRATION RAIN GARDEN FACILITY PER CITY OF SPRINGFIELD REQUIREMENTS 2. PROPOSED STORMWATER INFILTRATION PLANTER FACILITY PER CITY OF SPRINGFIELD REQUIREMENTS 3. PROPOSED 1.5' WIDE CURB CUT 4. PROPOSED 6" DUCTILE IRON STORM LINE FOR ROOF DRAINAGE FROM BUILDING OR DRIVE-THRU CANOPY. 5. PROPOSED 6" PERFORATED (AT TOP OF PIPE ONLY WITHIN STORMWATER FACILITY) PVC D3034 STORM UNDERDRAIN 6. PROPOSED 10" PVC D3034 STORM LINE 7. PROPOSED 12" PVC D3034 STORM LINE 8. PROPOSED 12" PVC D3034 STORM LINE TO BE INSTALLED PARALLEL TO 6" PERFORATED PIPE AT THE BOTTOM OF THE STORMWATER FACILITY 9. PROPOSED 15" PVC D3034 STORM LINE 10. CONNECT TO EXISTING PUBLIC MANHOLE 11. REPLACE EXISTING 12" PUBLIC DRAINAGE LINE WITH 15" PVC D3034. 12. PROPOSED OVERFLOW WITH BEEHIVE GRATE LEGEND BOUNDARY LINE BUILDING EASEMENT CATCHING CURB & GUTTER SPILLING CURB & GUTTER SIGN SANITARY SEWER CLEANOUT STORM SEWER CLEANOUT STORM CATCH BASIN PROPOSED STORMWATER FACILITY 30 0 30 60 SCALE IN FEET 1 OREGON UTILITY NOTIFICATION CENTER 1-800-332-2344 ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987.) 1 E o00� 0 0 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 0 40'6DOWL 309 SW STH AVENUE, #700 PORTLAND, OREGON 97204 971-280-8641 FSR# 04987 REVISION SCHEDULE NO. DATE DESCRIPTION C4.0 CIVIUS PROJECT # 14&11.01 PRINTED FOR LAND USE DOCUMENTS DATE A1111012021 DRAwN BY JLG ISO inmmnaim cwairee m ms dawn, sne in ai � tligltal files pmticcN fm abwenmeiprgW Z mY^y bereproLxiin anY mvrrl WlFaY G exPrczz vnllenarvnbalcmvnlim G au Ynizelautluvixlprc�tlrc�Wa4ves. LU SHEET U STORMWATER PLAN O C4.0 ni Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 309 SW 6TH AVENUE, #700 PORTLAND, OREGON 97204 971-280-8641 Q a J � 06 z �W Q'o LLJ LUJ ILL F— 0 rQnIL 2 UV N FSR# 04987 REVISION SCHEDULE NO. DATE DESCRIPTION CIVICS PROJECT # 14&11.01 PRINTED FOR LAND USE DOCUMENTS DATE 11/10/2021 DRAWN BY JLG U) inbimaim:Warcl m his drntinq ad in 8i � tli9ita files praticcN fm abwenmedprgW Z maY ny bereproLxdin mY mxml WlFaY G exPrczz vnllmarvabalcmvnlim G auYaized Praptl rcPrcsWa4ves. LU SHEET U EXISTING TRANSIT 00 FACILITIES EXHIBIT M1449M]"A140 Z a APPENDIX 12