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HomeMy WebLinkAbout1HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL BEFORE YOU DIG 811 KNOW WHAT'S BELOW PER INDIANA STATE LAW ICB-1-26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. CALL 1-800-382-5544 to schedule o locate request TO.C, 89735, 6F4C SW NE INV, 6 PVC INV, 675,75 y / EXIS-nNG LEGEND CAS HIGH PRESSURE GAS PIPELINE FO UNDERGROUND FIBER OPTIC EG UNDERGROUND ELECTRIC EXISTING GAS LINE PROPERTY LINE ------- — ADJOIN ER/SECTION LINE ---- RIGHT-OF-WAY LINE — - - — CENTERLINE SETBACK LINE - EASEMENT E(A) EXISTING OVERHEAD UTILITY LINES EXISTING UNDERGROUND PHONE w EXISTING WATER LINE = SANITARY SEWER LINE STORM SEWER a� TOP OF BANK T SIGNS m MAILBOX STORM INLETS ® STORM MANHOLE * SOIL BORING AV UTILITY POLE / pd WATER VALVE / PHONE MANHOLE / UTILITY PEDESTAL Ow WATER METER / pQ GAS VALVE / OG GAS METER / ® SANITARY MANHOLE 'co CLEAN OUT / O ELECTRIC TRANSFORMER / / A.D.A. SPACE FIRE HYDRANT 7 LIGHT POLE BASE / GJ� ' G / OFGG J�'r'� ,-• / P `ANO xqb X99 O. — y1 ASPHAL�p AGE EASE T y/B 163, AU / - — — — - \ — 36,. RCP �f — -ZPt e? PI NoGRASS aQeti i EX61ING „vGNi'AIRY MANHOLE T'O.a_. 892,,11,' i 8' PVC N INV, 879.41' Z / N 20057 18" W '\ 47.70' 5• 5' REAR YARD MASONRY DUMPSTER ENCLOSURE MASONRY BUILDING yy B�GRO 0 / ;1 - 1.2'x2.0' 0.3'x2.3'x1.2' 0.3'x3.0' y . OE�Pd / 1.2'x2.0' c� bl) c \ 1.2'x2.0' d, 1 -STORY FRAME RETAIL BUILDING R 5,186 sq.ft. 25 x2,14; a u, LAND. y7 0.3'x2.6'x1.2' N y 1 ESI-. O 0.3'x2.6' �6• \ 6 � o F oa 4q. �� 139 g Q�eo �9 CID 19) BUILDING DETAIL 3 oso oa 0 g aS 106J 3 gO GUL (ERt g tiG 9 c3 0 G \ GRASS $9� 7 \ LP 0 Z \ \rt 0 m �O � c� \ W. \ y Q 5� G 00� cG GRASS\ o6 `s:' `ag? R GO tr? FGR \ oR OF Jggoy " 89Gg JGt, 0FG � 6 •� �-� 0g\c�t0 � CONC. \ PVM'T. NOTES: 1. SITE INFORMATION SITE SIZE 1.319 Ac.+/ 2. TEMPORARY BENCH MARK TOP OF CAPPED REBAR AT THE NORTHWEST CORNER OF THE PROPERTY. THE REBAR IS 24.1' SOUTHEAST OF THE SOUTH EDGE OF PAVEMENT OF NW DRIVE AND IS 31.2' NORTHEAST OF EAST EDGE OF DRIVEWAY OF WESTERN ADJOINING PROPERTY. ELEV. = 889.16' COND. - GOOD CARMEL CSS VICINITY MAP G.I.S. MAP FROM CARMEL WEBSITE, DATED 2014 T4#2� Part of Lots 12 and 13 its Park Northwestern, an aadition h Hcm ton CoLesty, Indiino, as per plat thereof recorded in Plat Book 8, pages 128-tl132 iri the Office of tete Recorder ,f Hamaaton County, Indiana, more poirtitutfvay 4tscrited as folio". Beginning at the Northw*3t corm of said Lot 13, thence North 53 degrees 19 minvies 09 seconds East, along the Northerly lisle of said Lot 13, 177.79 feet to the Northwest corner of a 0.213 ocre strip of real estate conveyed to the State of Indiono by Warranty Deed recorded as instrument 2000-11218 to said recorder's affim thence South 20 degrees 57 miiutes 13 seconds East, along the westerly ii e of said strip, 95.92 feet- thence South 29 degrees 29 minutes C4 see_o.*?ds East, olorg said westedy file, a distance of 39.53 feet; thence South 20 degrees 57 Minutes 13 seconds East, along soid westeiy line, 54.66 feet to the South title of said Lot 13, thence South 66 degrees 17 minutes 00 seeds Fest 18611 feet to the Southwest comer of said LoA 13; thence, North 20 degrees 57 minutes 16 seeds West, alurTg the West Line of said Lot 13 and the East line of Lot 12„ 47,70 feet to a 5/'8" rebor with real caD being South 20 degrees 57 m u:es 18 r -cords East 162.03 feet from the Northeast confer of said Lot 1Z thence South 87 de;rAs 03 eftinutes 14 seconds West 159.48 deet to o 51,,.8, rebtsr with red cop on the nest line of the real estate Conveyed to Smith Brothers Not, LLC by Warranty Deed recorded os Instrument #450197 in said recorder's office; thence North 00 degrees 56 mir rtes 16 seconds West, ,`along sokJ West line, 83.11 feet, to a point on the Northerly line of said Lot 12; T rme No th 53 4 rees 19 minutes 09 seconds Ecs€ 128.11 feet to the pont of beginning rid containing 1.319 ocres, rr=are or less. EXGMNG TOPOGRAPHY PLAN GRAPHIC SCALE 0 30 45 60 90 150 ( IN FEET ) I inch = 30 ft. 0 0. W cr0 a 0 J 0 V) 0 0 V) 0 T O c Ca 0 `o E U 2 d 0 N 0 a m CL a 0 C 0 T it, 4p, 1STE�i�;o; 29 _ STATE OF ., V ICU, Y? LU F- <; Z w h U Q6, Cn co V 1 � n � M � � o W � s .CQ O o O� CV o Ld N F-�—I a Da ^Lo J Z ^ Wo W�0fwZ-- �� o x O OD a = Q tt1„..i s x' 0 L _O O Z L a_ o LLC N 0 rn �-- 04 N � 4— L 0 CO O _J p Z Z ' O N E CL U DRAWN BY: ALD CHECKED BY: ALD PROJECT No. 1503-009 SHEET No. 1 of 1 DANGER! USE EXCESSIVE CAUTION! PANHANDLE EASTERN PIPE LINE COMPANY HIGH-PRESSURE NATURAL GAS PIPELINES, PANHANDLE MUST BE NOTIFIED DIRECTLY AT 317-873-2410 (CONTACT MARK WOOD) OF ANY ACTIVITY WITHIN ITS EASEMENT AND HAVE A REPRESENTATIVE PRESENT DURING ANY EXCAVATION OVER OR ADJACENT TO ITS PIPELINE. NOTIFICATION: PANHANDLE EASTERN PIPE LINE COMPANY SHALL BE GIVEN AT LEAST THREE WORKING DAYS ADVANCE NOTICE PRIOR TO THE ACTUAL COMMENCEMENT OF ANY WORK OR EXCAVATION OVER OR NEAR ITS PIPELINE(S). THE COMPANY WILL LOCATE ITS PIPELINE(S) AND HAVE A FIELD REPRESENTATIVE PRESENT DURING EXCAVATION OR CONSTRUCTION ACTIVITIES. THE COMPANY REPRESENTATIVE WILL BE AT NO CHARGE TO THE CONTRACTOR OR DEVELOPER. DEVELOPERS, CONTRACTORS, UTILITY COMPANIES AND LANDOWNERS MUST COMPLY WITH THE PROVISIONS OF THE STATE ONE -CALL REGULATIONS RELATING TO EXCAVATION AND DFMOLITION WORK IN THE VICINITY OF UNDERGROUND FACILITIES. INDIANA'S "CALL BEFORE YOU DIG" LAW (IC -8-1-26) REQUIRES EVERYONE THAT DIGS TO CONTACT INDIANA 811 AT LEAST TWO FULL WORKING DAYS BEFORE STARTING THEIR PROJECT, LEGEND LIMITS OF PROPOSED CONSTRUCTION CONSTRUCTION FENCE LIMITS (APPROXIMATE) ASPHALT TO BE REMOVED LANDSCAPE TO BE REMOVED CURB TO BE REMOVED KEYED NOTES 1000, / .r 1.01 Al C. P \�\ GP $ \�;,\, � � � � of ���F. � ��."_............�• c .�...a ���:-�-waw_.�pa�r�_.....�e�e.w.��.:::.�..�•. G a / a a PANHANDLE EASTERN /�� y PIPELINE 30" STEEL HIGH `' / / O�'��a \ ," PRESSURE NATURAL P� / �P �� Ga \a\ _. ;\ ..,•'..a.•'.`_.... MAIN QP �� ��,.� GAS S / ,. s w' P'y P O \ \\` \\ .. .."\\\ G CV) 3`�\ ,....._. vaav z•=F a a \ " \_ 5p \ \ \ \ti.. .... a a...@\ \\ �p 10 Xv v vy yv 55 AI TYP I 2A 9 11-11, �x i av I 11 I _ l / I °\ 6 \\y\\ as \ GPS �vvppm.\ / I O I O LEFT T RN SIG, / // / TYP P \ i �• ate" / i 01 i P is i= C) a i F i pp / vppvpvvpppvppa i i i i i •` i 2A �� ......... . rl II � I / •._ O x P 1 I 1 I // / i = 2A � �� \iL ii \ .,�. .A.. v....w i i �I �� I 1 4 a, 1 I a :; / i $ i 8 x 9 10 i a\ i �X� I I /i / x \ by i i (DO NOT ENTER SIG " rw,.................. � U.�� 2A — / / // 11 wwA w ww�a� .�� _w� o� \ 1 \ n�� i \ ..awwe\L"w i , i x i NO w..... aw ..... (� \ i.,.,............................a�"::a."......w.w....w.,.w.....,.........�.....N 1 i�„''`` i i •" w — TYP. �.........r....a..w,..... .,.,.,.... `� �.." \��... ..,...,... .�„,,,. ..\.., x �:,,v,,��,. a.�\\a\\aa\\\ou ....,.............,.... .._...._w.ww.. ...�;,..,.,............,.w ,�::�\`�\... ..�........w...... ...w.e„._._..::;:.... a x wwn uW: w_ �b�_._-= .::::.._ Ur.......... f� .-b_w_. �......._.ww_.. _% e .�,w�...tl„,, w.wru.>a ....�........... ...w.._.._” _...._.,w..... .w...... �� \ iw w :::.w_".w. K _...._...... 2 r..w. ...,r..w...v...w..... v„...... ..rw.w ...ww.'..r..A ..i �........� \U........ „ � ........... \\ �$� \ .".;i .rw •...�.,...w.r,.................. wr ..,......w.w...- .a...... ......a.,�.w..,...............w.ww........w._..w.__._ E E �...w............w_,..aw......,. `. ..,.w__.........ww.,.___.... �a�.....r�".:r��. \ \ $ v.wa............-- A.... ..._....w ............ "., a as ............u....................w............ww.................w .`\ \,\G w.a.. .r..... pREAR y w....w..........r.. " �z .., g..e ..w......,,...,............ / t-�i ...� w . £..� ;..� < 1411 � >� 1' i {+ z'� ... 159,P�,I, / ELECTRICAL j $ � R `.a"\\ \ ZwwO 2vv. ewe rz / i A "" `• \3 as < A. CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES THAT ARE INTENDED TO PROVIDE SERVICE WHETHER SHOWN ON THE PLANS OR NOT. B. ALL SURBSURFACE UTILITIES, INCLUDING STRUCTURES, ARE TO REMAIN UNLESS OTHERWISE NOTED. C. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING ALL EXISTING UTILITY LOCATION WHETHER SHOWN ON PLANS OR NOT. D. PRIOR TO INITIATING DEMOLITION WORK, THE CONTRACTOR SHALL DEVELOP A VIDEO RECORD OF THE EXISTING STRUCTURES AND SURROUNDING PROPERTIES. THE RECORD SHALL INCLUDE CONDITIONS OF EXISTING STREETS AND ADJACENT PROPERTIES. ONE COPY OF THE VIDEO RECORD SHALL BE PROVIDED TO THE OWNER AND ONE TO THE ENGINEER OF RECORD. E. ALL DEBRIS FROM DEMOLITION, NOT BEING REUSED, SHALL BE HAULED OFF SITE AND DISPOSED OF BY LEGAL MEANS. F. CONTRACTOR SHALL ERECT AND MAINTAIN TEMPORARY FENCE FOR THE DURATION OF O ALL DEMOLITION PHASES. UPON COMPLETION OF DEMOLITION PHASES FENCE MAINTENANCE SHALL BE RESPONSIBILITY OF THE SITE CONTRACTOR, G. CONTRACTOR SHALL NOT RESTRICT ACCESS TO ADJOINING PROPERTIES DURING DEMOLITION OR CONSTRUCTION. ACCESS SHALL BE MAINTAINED SO AS NOT TO INTERRUPT NORMAL OPERATIONS OF ADJACENT FACILITIES. H. CONTRACTOR SHALL NOT ALLOW ANY UTILITY OR SERVICES TO THE NEIGHBORING TENANTS TO BE INTERRUPTED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE RESPECTIVE OWNERS. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL UTILITY SERVICES TO THE BUILDING. IF IT IS NECESSARY FOR CONNECTIONS TO BE INTERRUPTED, THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY SERVICES (I.E.. GENERATORS, PORTABLE GAS TANKS, ETC.). THE CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL UTILITY ABANDONMENT AND REMOVAL WITH THE RESPECTIVE UTILITY COMPANIES. I. PENDING APPROVAL FROM LOCAL JURISDICTION, OWNER, AND ENGINEER, CONTRACTOR MAY USE ON SITE, REMOVED PAVING MATERIALS AS FILL MATERIAL IN PROPOSED PARKING AREAS. ASPHALT MUST BE GROUND UP TO 1"-1 1/2” SIZE CRUSHED MATERIAL, CONTRACTOR SHALL BE RESPONSIBLE FOR PHASING AND PLACEMENT OF RECYCLED MATERIALS. J. WORK CANNOT OCCUR OUTSIDE OF THE DEMOLITION LIMITS WITHOUT PPIOR CONSENT OF OWNER, ADJACENT OWNER, AND LOCAL JURISDICTION. K. EROSION CONTROL PRACTICES MUST BE IN PLACE AND MAINTAINED DURING DEMOLITION. Know what's below. Call before you dig. Emm e 0 5 10 20 2 SCALE: 1" = 10.00' o Z STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. x"m •P4ff1NMR OF RECORD �QQ'�.��bIST�A :�' • PE11500420 s STATE OF I ..� Q �JUL 12 2016 o ti �ND�aNr � .. EMPLATE VERSION 2014.11.03 Revision Sc edule Rev Date By Description OEXISTING CURB TO BE REMOVED. SAWCUT AT TERMINATION POINTS TO CONNECT TO 24447-033 CONCEPT: PROPOSED CURBING. SEE SITE IMPROVEMENT PLAN FOR NEW CURB LOCATIONS. PALETTE: 2 EXISTING PAVING TO BE REMOVED FULL DEPTH OR TO PROPOSED PAVEMENT SUBGRADE, x x DESIGN MANAGER: WHICHEVER IS GREATER. SAWCUT PAVEMENT AT LIMITS SHOWN ON DRAWINGS. LEED®AP: 2A EXISTING LAWN / LANDSCAPE AREA TO BE REMOVED TO PROPOSED PAVEMENT ,....,;..........._.....................,,.....w\.......................w........_... ...... ..._. �� 3 O . CONSTRUCTION FENCING ALONG LIMITS OF DEMOLITION. CONTRACTOR SHALL PLACE AND PHASE AS NECESSARY. ACCESS POINTS AND LIFE -SAFETY EGRESS SHALL COMPLY WITH OSHA REQUIREMENTS. - 4 EXISTING LIGHT POLE AND LUMINAIRE TO BE REMOVED AND SALVAGED FOR RE -USE. FOUNDATION TO BE REMOVED IN ITS ENTIRETY. EXISTING IRRIGATION VALVE BOX TO BE REMOVED. CUT AND PLUG IRRIGATION LINE AT REMOVAL LIMITS. W O EXISTING DIRECTIONAL SIGN TO BE REMOVED. OEXISTING CURB TO REMAIN. OEXISTING ASPHALT PAVEMENT TO REMAIN. OEXISTING TO REMAIN. 10 EXISTING CURB INLET STRUCTURE TO BE REMOVED. DEMOLITION NOTES 1000, / .r 1.01 Al C. P \�\ GP $ \�;,\, � � � � of ���F. � ��."_............�• c .�...a ���:-�-waw_.�pa�r�_.....�e�e.w.��.:::.�..�•. G a / a a PANHANDLE EASTERN /�� y PIPELINE 30" STEEL HIGH `' / / O�'��a \ ," PRESSURE NATURAL P� / �P �� Ga \a\ _. ;\ ..,•'..a.•'.`_.... MAIN QP �� ��,.� GAS S / ,. s w' P'y P O \ \\` \\ .. .."\\\ G CV) 3`�\ ,....._. vaav z•=F a a \ " \_ 5p \ \ \ \ti.. .... a a...@\ \\ �p 10 Xv v vy yv 55 AI TYP I 2A 9 11-11, �x i av I 11 I _ l / I °\ 6 \\y\\ as \ GPS �vvppm.\ / I O I O LEFT T RN SIG, / // / TYP P \ i �• ate" / i 01 i P is i= C) a i F i pp / vppvpvvpppvppa i i i i i •` i 2A �� ......... . rl II � I / •._ O x P 1 I 1 I // / i = 2A � �� \iL ii \ .,�. .A.. v....w i i �I �� I 1 4 a, 1 I a :; / i $ i 8 x 9 10 i a\ i �X� I I /i / x \ by i i (DO NOT ENTER SIG " rw,.................. � U.�� 2A — / / // 11 wwA w ww�a� .�� _w� o� \ 1 \ n�� i \ ..awwe\L"w i , i x i NO w..... aw ..... (� \ i.,.,............................a�"::a."......w.w....w.,.w.....,.........�.....N 1 i�„''`` i i •" w — TYP. �.........r....a..w,..... .,.,.,.... `� �.." \��... ..,...,... .�„,,,. ..\.., x �:,,v,,��,. a.�\\a\\aa\\\ou ....,.............,.... .._...._w.ww.. ...�;,..,.,............,.w ,�::�\`�\... ..�........w...... ...w.e„._._..::;:.... a x wwn uW: w_ �b�_._-= .::::.._ Ur.......... f� .-b_w_. �......._.ww_.. _% e .�,w�...tl„,, w.wru.>a ....�........... ...w.._.._” _...._.,w..... .w...... �� \ iw w :::.w_".w. K _...._...... 2 r..w. ...,r..w...v...w..... v„...... ..rw.w ...ww.'..r..A ..i �........� \U........ „ � ........... \\ �$� \ .".;i .rw •...�.,...w.r,.................. wr ..,......w.w...- .a...... ......a.,�.w..,...............w.ww........w._..w.__._ E E �...w............w_,..aw......,. `. ..,.w__.........ww.,.___.... �a�.....r�".:r��. \ \ $ v.wa............-- A.... ..._....w ............ "., a as ............u....................w............ww.................w .`\ \,\G w.a.. .r..... pREAR y w....w..........r.. " �z .., g..e ..w......,,...,............ / t-�i ...� w . £..� ;..� < 1411 � >� 1' i {+ z'� ... 159,P�,I, / ELECTRICAL j $ � R `.a"\\ \ ZwwO 2vv. ewe rz / i A "" `• \3 as < A. CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES THAT ARE INTENDED TO PROVIDE SERVICE WHETHER SHOWN ON THE PLANS OR NOT. B. ALL SURBSURFACE UTILITIES, INCLUDING STRUCTURES, ARE TO REMAIN UNLESS OTHERWISE NOTED. C. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING ALL EXISTING UTILITY LOCATION WHETHER SHOWN ON PLANS OR NOT. D. PRIOR TO INITIATING DEMOLITION WORK, THE CONTRACTOR SHALL DEVELOP A VIDEO RECORD OF THE EXISTING STRUCTURES AND SURROUNDING PROPERTIES. THE RECORD SHALL INCLUDE CONDITIONS OF EXISTING STREETS AND ADJACENT PROPERTIES. ONE COPY OF THE VIDEO RECORD SHALL BE PROVIDED TO THE OWNER AND ONE TO THE ENGINEER OF RECORD. E. ALL DEBRIS FROM DEMOLITION, NOT BEING REUSED, SHALL BE HAULED OFF SITE AND DISPOSED OF BY LEGAL MEANS. F. CONTRACTOR SHALL ERECT AND MAINTAIN TEMPORARY FENCE FOR THE DURATION OF O ALL DEMOLITION PHASES. UPON COMPLETION OF DEMOLITION PHASES FENCE MAINTENANCE SHALL BE RESPONSIBILITY OF THE SITE CONTRACTOR, G. CONTRACTOR SHALL NOT RESTRICT ACCESS TO ADJOINING PROPERTIES DURING DEMOLITION OR CONSTRUCTION. ACCESS SHALL BE MAINTAINED SO AS NOT TO INTERRUPT NORMAL OPERATIONS OF ADJACENT FACILITIES. H. CONTRACTOR SHALL NOT ALLOW ANY UTILITY OR SERVICES TO THE NEIGHBORING TENANTS TO BE INTERRUPTED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE RESPECTIVE OWNERS. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL UTILITY SERVICES TO THE BUILDING. IF IT IS NECESSARY FOR CONNECTIONS TO BE INTERRUPTED, THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY SERVICES (I.E.. GENERATORS, PORTABLE GAS TANKS, ETC.). THE CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL UTILITY ABANDONMENT AND REMOVAL WITH THE RESPECTIVE UTILITY COMPANIES. I. PENDING APPROVAL FROM LOCAL JURISDICTION, OWNER, AND ENGINEER, CONTRACTOR MAY USE ON SITE, REMOVED PAVING MATERIALS AS FILL MATERIAL IN PROPOSED PARKING AREAS. ASPHALT MUST BE GROUND UP TO 1"-1 1/2” SIZE CRUSHED MATERIAL, CONTRACTOR SHALL BE RESPONSIBLE FOR PHASING AND PLACEMENT OF RECYCLED MATERIALS. J. WORK CANNOT OCCUR OUTSIDE OF THE DEMOLITION LIMITS WITHOUT PPIOR CONSENT OF OWNER, ADJACENT OWNER, AND LOCAL JURISDICTION. K. EROSION CONTROL PRACTICES MUST BE IN PLACE AND MAINTAINED DURING DEMOLITION. Know what's below. Call before you dig. Emm e 0 5 10 20 2 SCALE: 1" = 10.00' o Z STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. x"m •P4ff1NMR OF RECORD �QQ'�.��bIST�A :�' • PE11500420 s STATE OF I ..� Q �JUL 12 2016 o ti �ND�aNr � .. EMPLATE VERSION 2014.11.03 Revision Sc edule Rev Date By Description STORE #: z PROJECT #: 24447-033 CONCEPT: MCS PALETTE: MIXED ISSUE DATE: 07-12-16 DESIGN MANAGER: KATIE GORIN LEED®AP: N/A PRODUCTION DESIGNER: W CHECKED BY: ANDY SCHALL Cl) W i 0 O Z z N M MW (D l.J C) . � UQ Z Q Z W h o �a z o Q �z O� •Z >—O Z o� LU �- z� w oU w o �Q p� BTU U= STORE #: 8690 PROJECT #: 24447-033 CONCEPT: MCS PALETTE: MIXED ISSUE DATE: 07-12-16 DESIGN MANAGER: KATIE GORIN LEED®AP: N/A PRODUCTION DESIGNER: BRIAN FRIDENMAKER CHECKED BY: ANDY SCHALL SHEET TITLE: DEMOLITION PLAN SCALE: V. = 10'-0" SHEET NUMBER: C-1000 I O OVERLAY SIDE: NONE O EXISTING CURB TO REMAIN. 53 PARKING SETBACK: FRONT & SIDE: 5' O EXISTING ASPHALT PAVEMENT TO REMAIN. PARKING DATA: O ASPHALT TRANSITION. SEE DETAIL SHEET C-1003. EXISTING: 25 PARKING SPACES + 2 ACCESSIBLE PARKING SPACES = 27 PARKING SPACES TOTAL ON-SITE. 9 1 �t PROVIDED: 31 PARKING SPACES + 2 ACCESSIBLE PARKING SPACES = 33 PARKING SPACES TOTAL ON-SITE.10 CATCH BASIN. SEE SHEET C-1002. AREA CALCULATIONS: THESE DRAWINGS AND SPECIFICATIONS ARE AND SHALL REMAIN THE TOTAL SITE AREAS: CONFIDENTIAL ROPERTYI OF STARBUCKS CORPO AT ON,E PARCEL ACREAGE: 1.319 AC. WHICH IS THE OWNER OF THE COPYRIGHT IN ti THIS WORK. THEY SHALL NOT BE REPRODUCED �. LIMITS OF DISTURBANCE: 4,183 SF (0.10 AC.) GENERAL NOTES (IN WHOLE OR IN PART), SHARED WITH THIRD CARMEL ZONING /OVERLAY MAP PRE -DEVELOPED IMPERVIOUS AREA: 3,171 SF (0.07 AC.) PARTIES OR USED IN ANY MANNER ON OTHER A. AS SOON AS DEMOLITION WORK HAS BEEN COMPLETED AND APPROVED BY THE OWNER, PROJECTS OR EXTENSIONS TO THIS PROJECT POST -DEVELOPED IMPERVIOUS AREA: 3,968 SF (0.09 AC.) PAVEMENT AND GRADING OPERATIONS MAY BEGIN. WITHOUT THE PRIOR WRITTEN CONSENT OF CITY OF CARMEL GIS ZONING MAP, DATED 2015. B. CONTRACTOR TO RAISE ANY AND ALL UTILITY STRUCTURES TO PROPOSED GRADES. STARBUCKS CORPORATION. ' C. NO GRADING ACTIVITIES SHALL BE PERFORMED OFF-SITE WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ADJACENT PROPERTY OWNER AND LOCAL JURISDICTION / D. EXISTING GRADES SHALL BE MATCHED ALONG THE LIMITS OF DEMOLITION. / �\ \\\\�\\ E. SOILS IMPORTED INTO THE SITE FOR STRUCTURAL FILL SHALL BE CLEAN AND FREE OF ORGANIC MATERIALS. F. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE BUILDING CODES AND LOCAL \ \ RESTRICTIONS. CONTRACTORS MUST COMPLY WITH CONTRACTOR REGISTRATION 'O 5 REQUIREMENTS OF ALL GOVERNING AUTHORITIES. CITY \ AUTHRITIE. ALL R / / COUNTY STATE un \�\ PS / \ P \ GP �� \\ �\ `.• PERMITS SHALL BE ACQUIRED PRIOR TO CONSTRUCTION. \ `\ G. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY �. d't• f� OF RECORD WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT SAME INFORMATION. Q' • • G� AF1.6 CONTRACTOR SHALL MAINTAIN ONE COMPLETE SET OF PLANS ON THE PREMISES IN �: 420 GOOD CONDITION AT ALL TIMES. THIS SHALL INCLUDE ALL ADDENDA AND CHANGE \, ORDERS. • �\ �.. H. TRUCKING ON OR ABOUT THE SITE WILL BE PERMITTED ONLY WITHIN REASONABLE LIMITS 9°• STATE OF 5 \ \ _, AND THE CONTRACTOR SHALL NOT UNREASONABLY ENCUMBER THE PREMISES WITH ��., O.o �........DIAP: •���`�`� P \ \ /o JUL 12 2016 / G \ w� . SN / \ / EQUIPMENT AND MATERIALS. THE STORAGE SHALL BE CONFINED TO SUCH LIMITS AS i S/ E !/ \ iII / / �\ \ \ \ MAY BE JOINTLY AGREED UPON BY OWNER AND CONTRACTOR. / 5 \ \ \\ \ I \ . THE CONTRACTOR SHALL FURTHER ENFORCE THE OWNERS INSTRUCTIONS REGARDING STARBUCKS TEMPLATE VERSION 2014.11.03 \\ 1 TEMPORARY PARKING, USE OF ROADS, AND FIRE PREVENTION. \ IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING Revision Schedule \ " ,,..,,,..```~ Rev = Date B Description w 1, UTILITIES WHETHER SHOWN HEREIN OR NOT AND TO PROTECT THEM FROM DAMAGE. Y P PANHANDLE EASTERN �. \ \ aG... p..". .... p \\ - \\ w`w THE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES i,"""�,,,,,,,, ",,,""„"„",,,"��„„",,,,,","""""""",m,,,,,,"„",,,,,,,"„""" "„"","," ,,,,,,,,,• ii PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION � \ \�,.."",.r aa„ � OR OTHER PROP WELINE 30 STEEL HIGH p \, \ OF THE WORK. `" ` p. 4 \\ > \\\ \\ `" K. DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS, DRAWINGS AND ~ _ P PRE NATURE 5 / """ w`" \\.••``° SPECIFICATIONS ARE NOT INTENDED THE CONTRACTOR IS TO CLARIF UCH "" ""??" I TYP . w~„° ~ DISCREPANCIES WITH THE ENGINEER PRIOR TO COMMENCING WORK \\ "..""..w...... """".. """."...."""......."....."""..""""....."...""".,"."""""".... . GAS MAINS / Q s l �� "w~~" , \��\\\\\ It L. CONTRACTOR IS TO ADJUST ANY UTILITY ELEMENT MEANT TO BE FLUSH WITH GRADE "A" _....._..."... v 'ci Y SITE WORK ............. �..."".."....""......."".....,�........"."......a"..""....,..............."""""......,"....,......""..,""..".....""...."..".........."..,""........,.,".." P 8 .IN Nx \ Q� M. E FINISH GRADE OF PAVEMENT SHALL SLOPE UNIFORMLY. CONTRACTOR IS (CLEAN OUT MANHOLES, BASINS,INLET ET THAT I AFFECTED B OR GRADE CHANGES, WHETHER SPECIFICALLY NOTED ON PLANS OR NOT \ i a TH NIS . 01 P G SATISFACTORY FOR \ RESPONSIBLE FOR ENSURING POSITIVE DRAINAGE AWAY FROM BUILDING GP °,. "_. /•• N PRODUCE A SURFACE � > �� ���� \SAV ,� � gw ALL FILL UTILIZED SHALL BE COMPACTED TO PR / A �> (?..•`\� THE PROPER INSTALLATION OF BASE COURSE. �\ A\\ w �w� I % \ O. CERTAIN e w�` �\ / v �v SAV /\ BEFORE COMMENCING PAVING WORK THE PAVING CONTRACTOR MUST MAKE �\v ��w"\ vv� THAT THE SURFACES TO BE COVERED ARE IN PROPER CONDITION. SURFACE NOT , ���_"'w���•~~"""`•,� v\ vv\ TO THE ENGINEER IMMEDIATELY. °.�� �� "...,..,"....,....,.... ,45 �� v ACCEPTABLE SHALL BE REPORTED "VvV P. STATED DIMENSIONS TAKE PRECEDENCE OVER GRAPHICS, DO NOT SCALE DRAWINGS TO 50 NOTIFIED OF ANY SUCH / 10 ,,•`F'� ��v� � \\ DETERMINE LOCATIONS THE ENGINEER SHALL BE NO GP DISCREPANCIES PRIOR TO CONTINUING WITH WORK.1 � v Q. NO GEOTECHNICAL INFORMATION WAS AVAILABLE WHEN THESE PLANS WERE PREPARED. LJJ z THE PAVEMENT SECTIONS PROVIDED ARE BASED ON PROJECTS OF SIMILAR SIZE AND P5 , \ i w G \°'`01, USE WD PARTNERS ASSUMES NO LIABILITY FOR THE PAVEMENT SECTIONS THAT ARE �,a� \ SHOWN. CONTRACTOR TO NOTIFY OWNER IF ANY QUESTIONABLE SOILS ARE :v G� a~` vv`" °aaaa �ti��b v� v� ENCOUNTERED DURING CONSTRUCTION. 7 ,.•a°'w`A \aaa° \ R. SUBSURFACE DRAINAGE: BE ADVISED, A SUBSURFACE DRAINAGE SYSTEM EXISTS ON \\\ \ \ �` ° ° THIS SITE. THE SYSTEM AND/OR OUTLET, IF LOCATED ON THIS PROPERTY, MUST BE 4'°\ MAINTAINED AT ALL TIMES. O S \� CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EROSION CONTROL \ A \ TYP. ~ \ _ ��� i \kC\ ` \� :�u..� �� „� aa�\� \\ - L 1,°/ as = \\� •� THROUGHOUT THE DURATION OF CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL z z N „ G �\ a' \ i \i II > � �: °' • � �\\ "~~"`� � COVER ALL ERODABLE SURFACES WITH TARPS OR OTHER BARRIERS TO PREVENT Q M " / �°\°� N PERIOD. CONTRACTOR TO MEET ALL FEDERAL, I.. / TYP �vvAvv�a vv -"w �' " " \� EROSION DURING THE CONSTRUCTION o � STAT ND LOCAL RE UIREMENTS a06 � � O ,tII i 1 j o o \ i i i i G II TYP.. . ...... '11-1111-11-1111- . 4.1 Nk cc \v G / \ \ �\ 1 a x $ .v. 1 ,....,.,w" �,- Q II i \ae' : i 1 f rep: � - �`$*wMII`,�•��� �. R5.00 / v 1 wa" x morea i II ,.....w.. = i �• o�E 5 900 =x 1. TYP. � " 6 ". 4 1 1 1 1 = \ L � 20 "� OTYPNN 10\06 Sz 1 1 1 i 1 " """.".., . ".....,.,.Ex Sao ,. Ex 00 .."�" " vwFO ww ".,.."."....,,"""..""." .. ".. .." 3 C) \ Fil x F _.... \ x a. z ","....." .".,..........". ..." wi ."_", a, .x ,....,....." ". Ly " .,,.,, x />, >, \ 1 w„ p\\ "..m."" ...re.C.,. " � I ie G\ 12 �• i°x .".. ..,."""...""...,"""m""""."..,,.""".....,,....,"...""w..."ate.."..,.....,,"._",..,w,.,,. �a�a "\\\ , SEED & MULCH '£ ,....,...........,......,.".....,..........."".,"".."....""...,........." ,..""�.."".."". " DISTURBED AREAS.,." � `03'f4W ,,, y' as SEE SEED NOTES _ Pt"""' : ON SHEET C-1003°" \ p T� \". ice\\\ F O a`\\\`=a a E 4.11 STORE #: ■ Q PROJECT #: 24447-033 V v „, MIXED ISSUE DATE: U 07-12-16 _UQ Q \baa N/A W< Z STORE #: ■ Q PROJECT #: 24447-033 V MCS PALETTE: MIXED ISSUE DATE: U 07-12-16 _UQ Q LEED®AP: N/A W< Z CO Lu z �_ m�z Q O� }-O wwO z w �— z J� C) � � �oo � ��U U2 STORE #: 8690 PROJECT #: 24447-033 CONCEPT: MCS PALETTE: MIXED ISSUE DATE: U 07-12-16 DESIGN MANAGER: KATIE GORIN LEED®AP: N/A PRODUCTION DESIGNER: BRIAN FRIDENMAKER Know what's below. CHECKED BY: ANDY SCHALL If! aII before you dig. 0 5 10 20 2 SCALE: -1 = 10.00 o Z SHEET NUMBER: C-1001 1` DANGER! USE EXCESSIVE CAUTION! PANHANDLE EASTERN PIPE LINE COMPANY HIGH-PRESSURE NATURAL GAS PIPELINES. PANHANDLE MUST BE NOTIFIED DIRECTLYAT 317-873-2410 (CONTACT MARK WOOD) OF ANY ACTIVITY WITHIN ITS EASEMENT AND HAVE A REPRESENTATIVE PRESENT DURING ANY EXCAVATION OVER OR ADJACENT TO ITS PIPELINE. NOTIFICATION: PANHANDLE EASTERN PIPE LINE COMPANY SHALL BE GIVEN AT LEAST THREE WORKING DAYS ADVANCE NOTICE PRIOR TO THE ACTUAL COMMENCEMENT OF ANY WORK OR EXCAVATION OVER OR NEAR ITS PIPELINE(S). THE COMPANY WILL LOCATE ITS PIPELINE(S) AND HAVE A FIELD REPRESENTATIVE PRESENT DURING EXCAVATION OR CONSTRUCTION ACTIVITIES. THE COMPANY REPRESENTATIVE WILL BE AT NO CHARGE TO THE CONTRACTOR OR DEVELOPER. DEVELOPERS, CONTRACTORS, UTILITY COMPANIES AND LANDOWNERS MUST COMPLY WITH THE PROVISIONS OF THE STATE ONE -CALL REGULATIONS RELATING TO EXCAVATION AND DEMOLITION WORK IN THE VICINITY OF UNDERGROUND FACILITIES. INDIANA'S "CALL BEFORE YOU DIG" LAW (IC -8-1-26) REQUIRES EVERYONE THAT DIGS TO CONTACT INDIANA 811 AT LEAST TWO FULL WORKING DAYS BEFORE STARTING THEIR PROJECT. UTILITY NOTES z GRADING NOTES 24447-033 A. CONTRACTOR IS RESPONSIBLE TO VERIFY ALL EXISTING INVERTS IN THE FIELC). IF ANY A. THE INFORMATION DEPICTED ON THESE CONSTRUCTION DOCUMENTS IS AS ACCURATE DISCREPANCIES ARE FOUND THE CONTRACTOR SHALL CONTACT ENGINEER AND/OR ISSUE DATE: AS POSSIBLE WITH REGARD TO THE INFORMATION PROVIDED BY THE SURVEYOR, THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCEMENT. KATIE GORIN CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING GRADES PRIOR TO N/A PRODUCTION DESIGNER: CONSTRUCTION. NOTIFY THE OWNER'S REPRESENTATIVE AND THE ENGINEER OF B. EXACT ROUTING, DEPTHS, INVERTS, ETC. SHOWN FOR STORM PIPES SHALL BE VERIFIED ANDY SCHALL RECORD IMMEDIATELY OF ANY DISCREPANCY FOUND BETWEEN THE FIELD CONDITIONS BY THE CONTRACTOR PRIOR TO SUBMITTING BIDS AND COMMENCING WORK, IF ANY AND THESE PLANS. DISCREPANCIES ARE FOUND, THE CONTRk( -TOR SHALL CONTACT THE ENGINEER OF RECORD AND THE OWNER'S REPRESENTATIVE IMMEDIATELY. FAILURE TO NOTIFY THE B. ALL PROPOSED SPOT ELEVATIONS AND CONTOURS SHOWN ON THE PLAN ARE ENGINEER AND OWNER OF A DISCREPANCY PRIOR TO BID AND COMMENCEMENT r� V ) PROPOSED FINISHED GRADES. SHALL RESULT IN COSTS BURDENED SOLELY BY THE GENERAL CONTRACTOR AND THEIR SUBCONTRACTORS FOR THE PROJECT. THE ONLY ITEMS REIMBURSED AS A C. NO SLOPE SHALL BF GREATER THAN 1V:2H, SLOPES GREATER THAN 1V:2H MUST BE AN FIELD CHANGE SHALL BE UNFORESEEABLE CONDITIONS. ENGINEERED SLOPE OR CONTOURED UTILIZING A RETAINING WALL OR OTHER APPROVED STRUCTURAL MEANS. THE GENERAL CONTRACTOR SHALL CONTACT THE C. FOR SITE LIGHTING, SEE ELECTRICAL DRAWINGS FOR CIRCUITING. ENGINEER OF RECORD IF A DISCREPANCY IS FOUND IN THE FIELD WHICH CREATES A SCOPE CONDITION THAT EXCEEDS 1V:2H. FAILURE TO CONTACT THE ENGINEER PRIOR D. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL UTILITY SIZES, TYPES, AND i TO COMMENCING WORK WILL RESULT IN CORRECTIVE MEASURES AT THE LOCATIONS SHOWN ON PLANS, ALL UTILITY WORK SHALL BE IN COMPLIANCE WITH ALL CONTRACTORS EXPENSE, FEDERAL, STATE, AND LOCAL REGULATIONS. NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCY FOUND BETWEEN THE FIELD CONDITIONS, THESE PLANS AND OR D. ASPHALT ELEVATION ADJACENT TO CATCH BASINS TO BE X" ABOVE RIM ELEVATION GOVERNING REGULATIONS. SHOWN FOR CATCH BASIN (TYPICAL). E. GENERAL CONTRACTOR TO MAINTAIN STORM SEWER WATER DRAINAGE THROUGH E. INSTALL ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO THE START OF ANY ENTIRE CONSTRUCTION PROCESS. GRADING ACTIVITIES. F. INVERTS INDICATED ON THE PLAN REGARDING THE INVERT REFERS TO THE CENTER F. SOILS IMPORTED INTO THE SITE FOR STRUCTURAL FILL SHALL BE CLEAN AND FREE OF INVERT OF THE STRUCTURE. THE CONTRACTOR SHALL ENSURE THAT A SLOPE IS ORGANIC MATERIALS, PROVIDED WITHIN THE STRUCTURE TO PROMOTE POSITIVE DRAINAGE FROM THE Z INLET(S) TO THE OUTLET(S) OF THE STRUCTURE. G. CONTRACTOR TO ADJUST AND/OR RECONSTRUCT TO PROPOSED GRADE ALL MANHOLES, CLEANOUTS, VALVES, VAULTS, AND ALL OTHER UTILITY APPURTENANCES 06 AS NEEDED. F.... 00, /�... \\ ........ O, �..„.." . " I GPS \\ ��� ���\ �� �\ �"�� �.„..„• „.. � „ �i \ 5 „4 / „ P CP 5 / G / i ,c \\ 11-1-11 /000, X.. . ... .... . . . ....... . .. . . .... . . I --l-111", z i PANHANDLE EASTERN � 5 / �...".„.�"`„""�"....-�``� �..��" �� P PIPELINE 30" STEEL HIGH„ / p�- .�� �� 'X" PRESSURE NATURAL A MAIN P 5 \\\��� s \ 1 `C� P ,�. a y / G 89.61 ME \ $\\\\ \\\\ \ w\ 5\_ X \\ G A`... ,\v.. \\ ................ \ r 5 P ` " \ �\ \ r G / G _ V � � y. l, Xx x� p nn \ G \: ate\ \ /88-97 \ we x 03 \ / 889 MEQ \ a�� � �\\ ��•' \\ 0 °°` \ \\x \ \ s / _ P� 90.28 ME `' 1 \\�,„"..w aa��; aaaa 88.97 C89.78 M E 89.23 MEA v.., .A�; vv �\ a\ `o a C/) „„„ \ / ) a. ew`�a A � � x � GPS _ � X \ ` °��. .. r / l 89.46 M E \ \ x = x 90.42 M x _ P i 89.92 a x 3s /`vvLXX :: G 90.42 M \ / € \ \ \89.92 \ �\ x x \ x G ME 90.48 89\\\pI\ � 3 VA \ ti .98 ,;:.::- PIN a i M E � \�\\ a s wa" 3 90.09 \ ? i : b.� "...`..%........,._ ",.......w........\� \mo..,...m`a W ..."I"'" = a = 89.59 � .....w"__..w...�.,� x.wa..w.�..„w"...........�".....".."ww�.�w..e = u\ �w � ..N'a z wr 00 90.09 ME b i c:°- "................ w..". :aw,........".,.. 90.48... © 89.59It ,?' \� 90.06 ME 00 89.56 ME \ 90.19 ME ME c, Baa 90.15 89.69 \ �` O 89.65 M E ., �w..�,.,.. :.'::....... ....". w... \` .....,........,.......w.wwM..w.�....w.. '."� ..w. ....w..w ��'�♦�`„„ \ \ i1 ru.. w Mva."a. ev�.�.wm ... ...................�_ ..._................ ...ti , v"5...:.".'.i::::::::......................� w....... =�i .........w.��....... e..w..w .....w.......w.w .....�.............a...v .... tea........ as " ...,....w....w.,.." s' e ..w�.e,.w.. \,L.. . y.„ vw..� a...w��� _ \ �.x www w...�� ..�.�.... vvv......... ..�" ....„.... .. �^^,..-"-......--...civ v` wvk"�`r `v^ �.�v \ S.e ."vw...r„ ......"..., b"w~ .w�... .vv..vav.v..v...vvv.....wv.,vm.......... .. .� c ... ��...w,"........... "r " ..."..".w" ..,.""......,.......".ww...."..",...".......,.....,.."."......... ....w �. �a < , � .= re�3 ��`4;"� M. . \• ... \. � � Via: Z� i...,.,r..."........a.... "....S\a.." ..� .... ...................... ""..,.w.,.....w"e....., / `w ,. �,., E� .u1,; - ix i .."._ x "."„,. / w.,..."v..,,..._v"._,.................... \... ....�acw... �.'" uwv....__.vvwvwv.�..vv..vwv.......vv...vwvvvvv..Mv.....v.....v... vvv. ....\ „„..„„..." _ ww.v..mw.,.ewwv...."..v...,."...._v......v...v....v„v„v..v.... F v...vv..v�v. \\ {\ 'L 4_4 3"` 2 '� w....w..w_.w,.w._.,..a......._".ww.n..,...a......w..".....","w..w"n..„....ww...�...,„.._....., ._...„........_ \ \ R 481 / \ia _ a � , 6 a \ \ O\\\ x. F x ti R a\ ....,.,.,........ .............._.......... E y / TRANSFORMER zy KEYED NOTES O PROPOSED SQUARE CATCH BASIN STORM STRUCTURE WITH CAST -IN-PLACE BASE. SEE DETAIL SHEET C-1003. OINLET PROTECTION. SEE DETAIL SHEET C-1003. O LOWER RIM OF EXISTING SANITARY CLEANOUT TO ELEVATION 889.97. SEE CLEAN OUT TYPE 2 DETAIL SHEET C-1003. GRADING LEGEND PROPOSED SPOT ELEVATION: PROPOSED SPOT ELEVATION: (AT VERTICAL ELEVATION CHANGE) MATCH EXISTING ELEVATION: SLOPE: oo.00 ,/= TOP OF ELEV. CHANGE 12L20J PAVEMENT/FLOWLINE 00.50 ME 00.00 ME 0.5% STORM STRUCTURE SCHEDULE SEE DETAIL, SHEETSV= iO PROPOSED CATCH BASIN WITH CAST -IN-PLACE BASE RIM = 888.95 EX. INV. OUT NE = 886.98 SCOPE OF EROSION CONTROL THE CONTRACTOR SHALL CONTROL SOIL EROSION RESULTING ESUL ING FROM THE PROPOSED IMPROVEMENTS. THE USE OF SILT FENCING, JUTE MATTING, TEMPORARY SEEDING, SILT CHECKS, INLET PROTECTION AROUND ALL CATCH BASINS AND CURB INLETS, STABILIZED CONSTRUCTION ENTRANCE(S), ETC. MAY BE REQUIRED, REFER TO PLAN. SEDIMENT CONTROL STRUCTURES/DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE INDIANA EROSION AND SEDIMENT CONTROL HANDBOOK. SEDIMENT CONTROL DEVICES MUST BE INSTALLED PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTINUED INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL DEVICES. THE CONTRACTOR SHALL FOLLOW THE REQUIREMENTS SET FORTH ON THE APPROVED STORMWATER POLLUTION PREVENTION PLAN IF APPLICABLE, OR AS DETAILED ON THE CONSTRUCTION PLANS, AS SPECIFIED BY THE CITY OF CARMEL, INDIANA. IT IS THE CONTRACTOR'S RESPONSIBILITY TO UPDATE BMP CONTROLS AS SITE CONDITIONS WARRANT. MORE CONTROLS MAY BE REQUIRED PER SITE CONDITIONS. THE CONTRACTOR SHALL INCLUDE THESE COSTS IN THE BASE BID. ANY AREA WHERE EROSION IS OBSERVED MUST BE ADDRESSED BY THE CONTRACTOR, WHETHER SHOWN ON THE PLANS OR NOT. IN THE CASE THAT DOWNSTREAM EROSION IS OBSERVED, THE CONTRACTOR MUST CONTACT THE ENGINEER OF RECORD FOR RECOMMENDATIONS. PERMANENT EROSION CONTROL, TURF ESTABLISHMENT, AND SOIL STABILIZATION IS THE RESPONSIBILITY OF THE CONTRACTOR, THE INTENT OF THIS PLAN IS TO PROVIDE GUIDANCE FOR PLACEMENT OF BEST MANAGEMENT PRACTICES. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER CLEANING AND DISPOSAL OF ANY DEBRIS TAKEN OFF SITE. CONTRACTOR IS RESPONSIBLE FOR ALL FINES AND FEES FOR IMPROPER PLACEMENT OR MAINTENANCE OF CONTROLS. ON-SITE REVISIONS Know what's below. Call before you dig. 0 5 10 20 2 SCALE: 1" = 10.00' z STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. *R OF RECORD QQ'�,.STEq o ,2 ti Q• PE 115 20 9 STATE OF JUL 12 2016 '.� O.c� ' •�NOIANP•• � �� STA�I�f3UiQKi$� MPLATE VERSION 2014.11.03 Revision Schedule �Rev'�Date ,vvBy"p oDescription STORE #: z PROJECT #: 24447-033 CONCEPT: MCS PALETTE: MIXED ISSUE DATE: 07-12-16 DESIGN MANAGER: KATIE GORIN LEED ®AP: N/A PRODUCTION DESIGNER: W CHECKED BY: ANDY SCHALL r� V ) W i Q O Z QR� 06 V 0 UQ C Z Z Q w Z woo Z Q OJ >-O z Z _ z c W G z J W ov W o�o� m� a �U UI STORE #: 8690 PROJECT #: 24447-033 CONCEPT: MCS PALETTE: MIXED ISSUE DATE: 07-12-16 DESIGN MANAGER: KATIE GORIN LEED ®AP: N/A PRODUCTION DESIGNER: BRIAN FRIDENMAKER CHECKED BY: ANDY SCHALL SHEET TITLE: SITE GRADING PLAN SCALE: 1" = 10'-0" SHEET NUMBER: C-1002 l NOTE: CONCRETE APRON AND CASTING SHALL BE INSTALLED SO THAT THEY DO NOT CONTACT THE LATERAL OR LATERAL CAP. NEENAH R-1976 OR EAST JORDAN 1578 WITH SEWER ON CASTING 6" PVC CAP Ali, ,�li 36" x 36" x 10 CONCRETE APRON WITH FIBERMESH REINFORCEMENT. —MINIMUM 1" CLEARANCE FROM TOP OF CAP TO BOTTOM OF CASTING TRACER WIRE FINAL GRADE 6" PVC PIPE (6" X 6" X 6") TEE -WYE BEAVER DAM FOR VELCRO CLOSURE z CURB INLETS FLAP FOLDS OVER TO ENCLOSE GRATE � 6"Q' CURB AND o0o ADJACENT PAVING GUTTER INLET LIFTING STRAPS o00 ALLOW EASY coo "FACE" OF CURB MOVEMENT OF UNIT • STANDARD FABRIC .. ORANGE WOVEN\y/\/ .w. OVERFLOW GAP MONOFILAMENT�a °°8¢a °°�8 °•q�8 °°�¢8 °• `8 ° a¢8 °•a ** ga. BASE PER SOILS REPORT , ° LOW PROFILE WITH GUTTER DANDY BAG ¢8 ° e¢8 -•08 °•e�8 ° *8 °° �8v ¢8 „� . \/\\/\\/ FOR SAFETY AND CURB APPEAL \ o ° a d. , a d- , a d. , a d• • •a d• , •a d• , •a d• , • a /P 7p. �Pa/o Py �Po/o P•. GRATE K' Rl/ K/\//\//\// /\//\//\// /\//\//\//\ ... j **DESIGN CONFORMS TO CATCH BASIN \\//\\\\//\\//\\//\\\\\/ ALL SHAPES OF CONCRETE CURBS DANDY BAG\j\\j\\\��\��\\�����\��\�\\�\\\\\j FOR CATCH BASINS\%/j6UBUHA� yPv SOILS \yR POR NOTES A. INSTALLATION: THE DANDY PRODUCT SHOULD BE PLACED OVER THE GRATE AS THE GRATE STANDS ON END, IF USING OPTIONAL OIL ABSORBENTS; PLACE ABSORBENT PILLOW ON POUCH, ON THE BOTTOM (BELOW -GRADE SIDE) OF THE UNIT. ATTACH ABSORBENT PILLOW TO TETHER LOOP. TUCK THE ENCLOSURE FLAP INSIDE TO COMPLETELY ENCLOSE THE GRATE. HOLDING THE € LIFTING DEVICES (DO NOT RELY ON LIFTING DEVICES TO SUPPORT THE ENTIRE WEIGHT OF THE NOTES GRATE), PLACE THE GRATE INTO ITS FRAME. FOLLOW ALL MANUFACTURES RECOMMENDATIONS. A. PROVIDE #6 x 18" LONG, SMOOTH DOWELS AT ALL EXPANSION JOINTS B. MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM SURFACE AND I B. %" ELASTOMERIC EXPANSION JOINTS AT 30' MAXIMUM INTERVALS AND AT PLL RADII AND VICINITY OF UNIT AFTER EACH STORM EVENT. REMOVE SEDIMENT THAT HAS ACCUMULATED AT DRAINAGE STRUCTURES. WITHIN THE CONTAINMENT AREA OF THE BEAVER DAM AS NEEDED. IF USING OPTIONAL OIL C. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI ABSORBENTS; REMOVE AND REPLACE ABSORBENT PILLOW WHEN NEAR SATURATION. D. LIGHT BROOM FINISH ON ALL SURFACES, ALL RADII TO BE TRUE ARCS. C. ONLY APPROVED EQUALS WILL BE ACCEPTED. E. PROVIDE (2) #4 BARS, 10'-0" LONG, CENTERED OVER ALL TRENCH CROSSINGS MANUFACTURER: DANDY PRODUCTS (CONTAC I #: 800-591-2284). F. PROVIDE (2) #6 x 24" LONG BARS TO DOWEL CONNECTION BETWEEN EXISTING AND PROPOSED CURBS (WHERE REQUIRED). INLET PROTECTION FORMED CONCRETE CURB C0 Q U Z LU O Z U �CO 0 z 0� GRATE. ALL EDGES TO BE ROUNDED TO Y" RADII. — REINFORCING STEEL --J_ CONSTRUCTION JOINT OPTIONAL PRECAST JOINT ----� STEP (TYP) EX. 12" STORM PIPE—, Q Y" TYA DRY AGGREGATES (LB/C.Y.) Oz AROUND PIPE SIZE F U w N DIMENSION GRATE t/�� • _ISS— PERMISSIBLE ••) • STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF 6m SEWER LATERAL mmm*iwymk?,� STARBUCKS CORPORATION. TONE BELOW CONCRETE` " 1 S 7,S S i CAST -IN-PLACE BASE �/ ... W....W.....a_......uvaw....u._....�... a...................- ..... .u.... aa..u.._....., a_ aa_ ..n.......avr........W.....Na u.....wp........v ..WWaa..u._aa.._�a ......-_W ...W...a............uWN._________1--------1..______...-....................1 W111-1111----11-------.--------. APRON TO PREVENT CLEANOUT TYPE PE Z �[-..-.....UN......Ma....-..�..__-...--N-.�..Wau_Wu-..._a_..�...�aaa�..�..._a-�....._w..�...�auN�....�. ------------ .-.........MU�..�..u...�. ----- ...u-u.--a...-UUN.a_Uaaa SETTLING. EXTEND TO SEED NOTES .. ., ° F UNDISTURBED EARTH. (HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS " BEYOND THREE FEET OF BUILDING) 2'-3/ PERMANENT SEED SPECIFICATION (APPLICATION RATE AND SPECIES)' ;STANDARD DUTY PAVING INDIANA DEPARTMENT OF TRANSPORTATION SEED MIXTURE "U". _ I THIS SEED MIXTURE SHALL BE APPLIED AT THE RATE OF 150 LB/AC (168 KG/HA) CONSISTING OF A = 1.5" HOT MIX ASPHALT SURFACE COURSE (INDOT 402) GRATE. ALLA. cl E ````p������►uumiuny�i�i�i�i°°° EDGES TO BE •���`a`O e G e % 9 TRAILBLAZER ( OR APPROVED EQ106 KG/HA) OF A 4 -WAY UAL 20 0 LLB/AC 2 KG/HALJASP RURED F -,CUE OR APPROVBDL C = 2" HOT MIX T ASPHALT BINDER COURSE(INNDDOT4402 " Q`...D OF TURF TYPE w ROUNDED TOYa • ��' �Fo .. ( ) ( ) RADII. 31 R OF RECORD r EQUAL, AND 35 LB/AC (40 KG/HA) CERTIFIED FINE BLADED PRENNIAL RYEGRASS SUCH AS D = 6" OF DENSE -GRADED AGGREGATE (INDOT 301, SIZE 53 OR 73, CLASS D) I � �� .p1 N0. REGAL, BLAZER, OR APPROVED EQUAL. .� `.. 19300219 ,' � _ e REINFORCING & .`� Q� •G�ST�q •• 70 STATE OF w a SITE PREPARATION: B C OQa 00STEEL O Q ;• PE 11500 20 A. SITE TO BE FINE GRADED BEFORE PERMANENT SEEDING. ¢8 ° a8 ° 0�8 °° ¢8 °°0�8 ° e¢8 ° e�:8 °° �8 °° ' EC110N A • —" nr inn �•� !A!DI ANP.:. ��s _ Q F -(gni' . .... V `�` I a a .a d- •a .e a .a a o0 00 — 9�S "J 'o ' STATE OF JUL. 1 2016 ION ����`� D °` a� °•` COMPACTED AGGREGATE 3 °''•+�F � ' � � � ,.• ���� � B. SOIL SHALL BE LOOSENED TO A DEPTH OF (4) INCHES BY DISCING, RAKING, ROTOTILLING OR ¢8 •• ¢8 °• °:8 a d - :8 • e L? •° ¢8 •° O,�`•.,•/l/pIAr1P,.• a d• , .8 d. , .`a d• a .a d , .8 0. . •+ d• , .a C% • •a d ° • /moi QC`s • .... • NG, `�� OTHER ACCEPTABLE MEANS, AND RAKED SMOOTH AND FREE OF ROOTS AND STONES OVER a V 1 " DIAMETER, f/\\//\\//\\f STAU00TE' M P LATE VERSION 2014.11.03 LLUL 011 "AC. PROVIDE SOIL PH TESTING. ADJUST THE PH RANGE OF SOILS THAT ARE UNACCEPTABLE PER \\/ COMPACTED SUBGRADE\/\ Z ari�r z �/ // O k6 ,........._........=W....._..a..............u.,..... Revision `Schedule ..._.---.----..----..a ___-a_a F LOCAL COOPERATIVE EXTENSION SERVICE TURF STANDARDS. INCORPORATE RAW GROUND CLAY TOWNSHIP REGIONAL WASTE DISTRICT AGRICULTURAL LIMESTONE OR ALUMINUM SULFATE UNIFORMLY AT THE RATE SPECIFIED BY \//\//\//\// _ Rev,, Date = By Description • CTRWD . / / / / // // // // // / / v a.........._ ...................................... ._......_.._..........._... N THE MANUFACTURER.\\/\\j\\/\\j\\j\\/\\j\\j\\/\\�j\/\\ w I i` I . TYPE 2 CLEANOUT DETAIL y _��;��;�\� N PLA ......_.. ....u......_........�. ._�a... .........._.._.. Schneider o SEED INSTALLATION: ¢ W.•.,.,.•, ...u... ----,.,,..,,,,a. Mw u,,,,,wW_u_.•. t NOTES P 5 P A. APPLY STARTER FERTILIZER AT TIME OF SEEDING AT RATE RECOMMENDED BY � I ; L_,,,•,•_w•A,r,,,,,,,,,,,•,•,•,r •,,,•,,,tly,rrrr Date 12/06/06 File T.\6K\6366\001\D1fGS\DSfAiIS\IIV-DTLS.DIi'G MANUFACTURER. CONTRACTOR IS RESPONSIBLE FOR THE INITIAL WATERING AND A. BASE COURSE TO CONFORM TO INDOT STANDARDS FOR BASE COURSE COMPACTED TO ; 3u�.u.W�......-.......................__...r_�..............��_..W�..WW._........ CONTINUED WATERING UNTIL TURN OVER, 100% OF THE MODIFIED PROCTOR (ASTM D-1557) MAXIMUM DRY DENSITY B. ALL SUBGRADE AND PAVEMENT OPERATIONS AND MATERIALS SHALL MEET THE MINIMUM B. APPLY SEED UNIFORMLY WITH CYCLONE SEEDER, DRILL, CULTIPACKER SEEDER OR REQUIREMENTS OF THE CURRENT EDITION OF "INDIANA DEPARTMENT OF g HYDROSEEDER (SLURRY INC'_UDES SEED AND FERTILIZER ON A FIRM, MOIST SEEDBED), TRANSPORTATION STANDARD SPECIFICATIONS." MAXIMUM SEEDING DEPTH SHOULD BE 1/4 INCH ON CLAY SOILS AND 1/2 INCH ON SANDY SOILS, WHEN USING OTHER THAN HYDROSEEDER METHOD OF APPLICATION. C. STRAW MULCH SHALL BE APPLIED IMMEDIF.TELYAFTER SEEDING (NON HYDROSEEDING). ATA =ASPHALT PAVING SECTION I BASIN SIZING INSIDE DRY AGGREGATES (LB/C.Y.) TOP SLAB WATER- CEMENT RATIO (MAX) PIPE SIZE REINFORCING DIMENSION 600 0.5 LIMESTONE 1285 1630 2915 AT 6" O.C. 3-0" x 3-0" UP TO 33" (8) #4 BARS 4'-0" x 4'-0" 1 36" TO 42" (12) #4 BARS ( z Ir RATE OF 140 LBS.- (2 BALES) PER 1000 SF. MULCH MAY BE APPLIED BY HAND OR WITH A SCALE: NONE ' I ' BLOWER. MULCH SHALL BE CLEAN, WELL SEASONED, FREE OF SEEDS OR ROOTS OF NOXIOUS ..-.-..a..W�....................._.w..-._a..............w.�....�.�............ u W._.. a_..--...�...............n.........-Ww_..N..._..__....._......am...._....u-ua�...-....a..�....._.a..._...........�a..W.....w WEEDS. ASPHALT SEALER ORIGINAL EDGE OF D. IF HYDROSEEDING IS USED AND THE SEED, FERTILIZER AND MULCH ARE MIXED, THEY WILL BE EXISTING PAVING i MIXED ON SITE AND SEEDING SHALL BE IMMEDIATE WITHOUT INTERRUPTION, EXISTING BITUMINOUS (SHOWN DASHED) PAVING E. MULCH FOR HYDROSEEDING SHALL BE WOOD CELLULOSE FIBER MULCH APPLIED AT A RATE • SAW -CUT EXISTING OF 2,000 LBS. / ACRE. PAVING. A?PLY ASPHALT I CEMENT (AC -20) TO CONCRETE TABLE TYPE OF AGGREGAT E DRY AGGREGATES (LB/C.Y.) CEMENT CONTENT (LB/C.Y.) WATER- CEMENT RATIO (MAX) FINE COARSE TOTAL GRAVEL 1160 1735 2895 600 0.5 LIMESTONE 1285 1630 2915 600 0.5 SLAG 1350 1360 2710 600 0.5 ASPHALT TRANSITION = SQUARE CATCH BASIN SCALE: NONE ISCALE: NONE `I O zJ OQ U2 STORE #: MAINTENANCE: W I— EXPOSED SURFACES CONCEPT: U) ) PALETTE: MIXED W 07-12-16 KATIE GORIN LEED®AP: N/A ° ¢`' ¢`' ASPHALT TRANSITION = SQUARE CATCH BASIN SCALE: NONE ISCALE: NONE `I O zJ OQ U2 STORE #: MAINTENANCE: PROJECT #: EXPOSED SURFACES CONCEPT: MCS PALETTE: MIXED ISSUE DATE: 07-12-16 KATIE GORIN LEED®AP: N/A ° ¢`' ¢`' CHECKED BY: A. WATER 1 INCH MIN. WITHIN THE FIRST HOUR OF SEED INSTALLATION. BEGIN IRRIGATION PRIOR TO PLACEMENT �F ° °° �F �F ¢` �F ° ` +� ' ` va ° ° ;� ° • •• °° ¢8 °° �8 °° °° I PROPOSED ASPHALT ;NOTES SYSTEM DURING THE FOLLOWING 3 DAYS KEEPING THE SEEDED AREA MOIST. OF NEW PAVING. .8 a , .a' •8 ,8 , .`a a , .a a , .`a , .`a a , . d , .`e , .'e PAVEMENT SECTION Q B. CONTINUED MAINTENANCE MOWING, FERTILIZATION, OF SEEDED P`' o ?a. 40 v,'1. 63 T.. 4y w1. 4 w • T.. P SEE DETAIL THIS � �� �l �� SHEET. A. GRATE: NEENAH NO. R -4859-C OR EAST JORDAN NO. 5110 TYPE M3 OR APPROVED EQUAL. O ( WEEDING, ETC.) THE AREA SHOULD BE PROVIDED BY EXISTING /\\/ // / /\\�\\/\\/\\ .\j\\/\\/\ \\ // // // // / / / B. WALLS: CAST -IN-PLACE WALLS SHALL HAVE A NOMINAL THICKNESS OF 8". PRECAST WALLS F z N A PROFESSIONAL LANDSCAPE MAINTENANCE CONTRACTOR. AGGREGATE BASE //\\ j //\\�/\\ j\\ j\\ \\//\ j\\\// /\ AGGREGATE BASE AND REINFORCED O PERMIT CO \\\/�\//\�%\�%/ COURSE SHIPPING AND HANDLING WITHOUT DAMAGE.PRECAST TOPS SHALLFBEI 8NTHICK.TLY STEPS: BE OCIONCRETEDED 1 �( `'v r< COMPACTED SUBGRADE //\�\//%j\/!\ / MATCH EXISTING TP RE EXCEEDS 6'. E TO V QD OR STRUCTURAL FILL i. i\ CONDITIONS i D. CONCRETC. CAST -IN-PLACE PLACELL MEEDT THE COMPOSITION ION SPECIFIED IN THE V-011 CONCRETE TABLE. ALL PRECAST CONCRETE SHALL MEET THE REQUIREMENTS OF ASTM C478, U_ REMOVE E. INLETS OVER 12' IN DEPTH SHALL BE PRECAST OR CAST -IN-PLACE CONCRETE; REINFORCED z EXISTING WITH #4 BARS ON 12" CENTERS BOTH VERTICALLY AND HORIZONTALLY WITH 2" CLEARANCE CC BITUMINOUS FROM INSIDE WALL FACE. G Q PAVING F. LOCATION AND ELEVATION: WHEN GIVEN ON THE PLANS, THE LOCATION AND THE ELEVATION z c = Q 2' 0" ARE AT THE TOP CENTER OF THE GRATE. iLU z REMOVE EXISTING G. MINIMUM DEPTH: THE MINIMUM DEPTH SHALL BE THE OUTSIDE DIAMETER (O.D.) OF THE W Q cc 1]� _ I TOP COURSE I ` OUTLET PIPE PLUS 7". (I� O H. OPENINGS: PIPE OPENINGS SHALL BE THE O.D. OF THE PIPE BEING SUPPLIED PLUS 2" WHEN z �_..JJ a J NOTES s PREFABRICATED OR FIELD CUT THE INTERSTITIAL SPACE SHALL BE FILLED WITH GROUT R W G A. BASE COURSE TO CONFORM TO STATE D.O.T. STANDARDS FOR BASE COURSE COMPACTED W r o TO 100% OF THE MODIFIED PROCTOR (ASTM D-1557) MAXIMUM DRY DENSITY � _ B. ALL SUBGRADE AND PAVEMENT OPERATIONS AND MATERIALS SHALL MEET THE MINIMUM 2E cr C:) U REQUIREMENTS OF THE CURRENT STATE D.O.T. ROADWAY DESIGN CRITERIA m a- r ASPHALT TRANSITION = SQUARE CATCH BASIN SCALE: NONE ISCALE: NONE `I O zJ OQ U2 STORE #: 8690 PROJECT #: 24447-033 CONCEPT: MCS PALETTE: MIXED ISSUE DATE: 07-12-16 DESIGN MANAGER: KATIE GORIN LEED®AP: N/A PRODUCTION DESIGNER: BRIAN FRIDENMAKER CHECKED BY: ANDY SCHALL SHEET TITLE: SITE DETAILS SCALE: NONE SHEET NUMBER: C-1003 ' Ilk a� . . . . . . . \ \ 7i °\ \ \ \ a a a `” g°+ •a`.� a�. �\ ���a "any, � � � \y\,,,�y�.e`.s= ., `�y �++°"",,am a "\ a. 000, ,', . ... . ... .. , . . .... ... . .. . . .. . . a _ � � � \� �..�°`.aaa• , PAN HAN D LE EASTERN: va �.=aaaaaaa.. 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'\\a a •,aaa \ t \�gp- \C .aaa°.••a,.. ,.a a. aaa aa` _ aaa• _ as ,.a• vate / v v v ° y ,r' \.a•°".aa e �•.�� � � i zaa 1111F A a �� i ; aaa i a"°'aa` .,a•,.a` � baa .. ��\ \\\ � � a. \a. i a. z I _ .•,•,. ��� as G �a i �\\ , _- \,, ; CONSTRUCTION FENCING i .aaaaa .a = i ,s� wa,•a.••a� a z a• LIMITS OF PROPOSED CONSTRUCTION 10 C 3 a• ' r'� v v 1 �a y vA z a. y i •`tea � A � A NN X 41 4 x\\\ .a„ aaaa i a V A a` w \ as a aa• �y a ! \ SEED i Nk i G 4- / \ x w „„... a ..................w....„... „ „„www \\\ ;a...... , ._,.........._a� w_ww�..„ .w._ ....._�..u. w.w_...... _ �„ „............ .ww__ ww �._..ti....„. .a..a�.w ....wwaa. .•. r....„.. \ ....ya.. 4, 0 n... r j , > .... �................•..�. .a.„�.w...w .w„.wa..... \ '�j” .... ....� c� e a„„ .. �.�......... ...... ...w. ..nw..v...w. „,...w ,.awne........ .a .„.....m....... ,„r \ e ..„....w...... .,a.....,...•aa :.,w„ ...�...ww ...„w�\q w „:.".."�.'.-_ = a..., .w = D �....4�.. ...... ........... w \ \\\ \\\\ \ „....,..�.....am....,....aw.a,a. .��.........aa �A� � ...aa..- ..�...r xi�,.,........a, ..,...: „�v ..w.....w... ..a. a..... ., aw.w......, a..„.., y a ..- .,.aaw p.„,�-+�R..a,,.....w�...� � � '\� a�\\ `\•..a -•”""«n .au" ,/� _ ...a..a...mw.,.�. sa��_..:,..a....w �w..:•..a�..�..�,,. .m..,....aaw.,a.. `"""^",,� 13 N"\,aa...a`"3 \\\ •\y p 1 GT 034 .46 2 CC WINI l s a L �•° � i � as :a � Z„.........................ww.....a..wa Y � xT \ � . 0” R � ` •,•,,.aaaaaaaaaaaa,,.aa". �„�•;. w„...,...,.,.,...„...................., w.......ww...........a ..w...a .. ..w .w.....,.„� a..a.,..„.,.„,.., a, a. - e_ .........._ ..., as w.a...w.......... ww a„�� PRUNE BROKEN OR DEAD BRANCHES. REMOVE i CONC. ° P AD ALL TAGS. SET TRUNK VERTICAL, PLUMB.`y LEGEND - EXISTING PLANTING SCHEDULE �— ✓ (2) 2"X2"X6' HARDWOOD STAKES OR APPROVED 1 x 1 EXISTING TREE TO BE REMOVED IN ITS / ENTIRETY MATERIAL DRIVEN MIN. 24" DEPTH OUTSIDE EDGE - WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. SUBSTITUTED MATERIAL SHALL BE N/A OF ROOT BALL. ATTACH WOVEN POLYPROPYLENE THE NEAREST EQUIVALENT SIZE, CONDITION AND GROWTH HABIT HAVING THE SAME GT PARTIES OR USED IN ANY MANNER ON OTHER ESSENTIAL CHARACTERISTICS WITH AN EQUITABLE ADJUSTMENT IN WHOLESALE PRICE. TREE -TIE WEBBING FOR GUYING TREES PER PROJECTS OR EXTENSIONS TO THIS PROJECT 3 CC WITHOUT THE PRIOR WRITTEN CONSENT OF MANUFACTURER INSTRUCTIONS. REMOVE ALL SEED STARBUCKS CORPORATION. PLANTING BED AREAS TO EVALUATE NUTRIENT AND PH LEVELS, THE LANDSCAPE MUL STAKING 1 YEAR AFTER INSTALLATION. CONTRACTOR SHALL INCORPORATE FERTILIZER AND/OR SOIL AMENDMENT ADDITIVES AS RECOMMENDED BY SOIL TEST. G. ALL PLANTING BEDS TO RECEIVE 8" MIN. OF PREPARED BACK FILL MIX, ALL INDIVIDUALLY PLANTED TREES AND SHRUBS TO BE BACK FILLED WITH PREPARED BACK FILL MIX. e TRUNK ROOT FLARE SHALL BE VISIBLE AT THE TOPSOIL, ONE PART SOIL AMENDMENT, ONE PART SOIL FROM EXCAVATION. TOPSOIL: ASTM ' TOP OF THE ROOT BALL. DO NOT PLACE MULCH D5268, PH RANGE OF 5.5 TO 7, MIN. 4 PERCENT ORGANIC MATERIAL, FREE OF STONES 1 IN CONTACT WITH TREE TRUNK. �����'� REC D Q MATERIAL. THE SOIL IN ALL PLANTING BEDS SHALL BE LOOSENED TO 8" MIN. DEPTH AND SET TOP OF ROOT BALL 1" TO 2” ABOVE FINISHED d q 9� • SOIL AMENDMENTS SHALL BE THOROUGHLY INCORPORATED INTO THE SOIL BY TILLING, GRADE. REMOVE ALL TWINE, ROPE, WIRE, AND DISCING, OR OTHER SUITABLE METHOD AT A MIN. RATE OF 3 CUBIC YARDS OF SOIL = AAf�.1te BURLAP FROM TOP HALF OF ROOT BALL. V _ REMOVE NON -BIODEGRADABLE MATERIALS. - < II II — 4” HIGH EARTH SAUCER BEYOND EDGE OF ROOT /� �, I II I— (./ BALL. 6' DIAMETER MULCH RING. SEE PLANTING AWAY FROM BUILDING(S). =III — — III=III — — — — — — — NOTES. FLOOD TWICE DURING FIRST 24 HOURS. STAR TEMPLATE VERSION 2014.11.03 I. PLANTING BEDS SHALLw. BE COVERED WITH PRE -EMERGENT HERBICIDE APPLIED AT PLACE ROOT BALL ON UNEXCAVATED OR =- ) 2 X ROOT BALL DIAMETER TAMPED SOIL. TAMP SOIL FIRMLY AROUND ROOT �'. NOTES BALL BASE. - woo A. BACKFILL AND MULCH AS SPECIFIED IN PLANTING NOTES. aa....w..aa.�........u..�...w..w....„....„....u....a......�...........wW..u..uaw..__......a„.. MATERIAL UNSIGHTLY OR INJURIOUS TO PLANTS. MULCH SHALL NOT CONTAIN MANURE OR TREE PLANTING MALODOROUS CONTENTS. DO NOT PLACE MULCH AGAINST OR IN CONTACT WITH TREE SCALE: NONE ..�.. v..,......„.,.,..,.,.w.,.....ww.....,.......................,.„„.,w.....w.,.,......... TRUNKS. TRUNK ROOT FLARE SHALL BE VISIBLE AT THE TOP OF THE ROOT BALL. MULCH C � I SHALL BE A MINIMUM OF 6 FROM ALL TRUNKS, STEMS OR CANES OF TREES AND SHRUBS. LEGEND - EXISTING PLANTING SCHEDULE EXISTING TREE TO REMAIN NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. KEY 1 x 1 EXISTING TREE TO BE REMOVED IN ITS / ENTIRETY E. SUBSTITUTIONS SHALL BE PERMITTED WITH NOTIFICATION AND WRITTEN APPROVAL FROM DESIGN MANAGER: WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. SUBSTITUTED MATERIAL SHALL BE EXISTING TREE NOTES A. GENERAL CONTRACTOR SHALL REMOVE STUMP AND NEARBY ROOTS TO A DEPTH OF 18” FOR EXISTING PLANT MATERIAL TO BE REMOVED. PLANTING NOTES A. 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. B. PRIOR TO INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL INSPECT THE SUBGRADE, GENERAL SITE CONDITIONS, VERIFY ELEVATIONS, UTILITY LOCATIONS, IRRIGATION, APPROVE TOPSOIL PROVIDED BY GENERAL CONTRACTOR AND OBSERVE THE SITE s CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. CONTRACTOR SHALL NOTIFY GENERAL CONTRACTOR OF ANY UNSATISFACTORY CONDITIONS AND WORK SHALL NOT PROCEED UNTIL SUCH CONDITIONS HAVE BEEN CORRECTED AND ARE ACCEPTABLE TO THE LANDSCAPE CONTRACTOR. C. IF THE LANDSCAPE CONTRACTOR OBSERVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS OR ANY OTHER CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR GUARANTEE, CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OR OWNERS REPRESENTATIVE PRIOR TO PROCUREMENT AND/OR INSTALLATION. D. PLANT MATERIAL SHALL CONFORM TO THE PLANT LIST AND KEYS ON THE DRAWINGS AND TO THE QUALITY STANDARDS OF 'AMERICAN STANDARD FOR NURSERY STOCK', BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION, ANSI Z60.1 LATEST EDITION. ALL PLANTS e SHALL EQUAL Q OR EXCEED THE MEASUREMENTS AND SIZES SPECIFIED IN THE SCHEDULE. IN THE EVENT OF VARIATION BETWEENU D ANTITIES SHOWN ON PLANT SCHEDULE AND THE PLANS THE PLANS SHALL TAKE PRECEDENCE. CONTRACTOR TO VERIFY QUANTITIES AND PLANTING SCHEDULE THESE DRAWINGS AND SPECIFICATIONS ARE NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. KEY CONFIDENTIAL AND SHALL REMAIN THE SOLE BOTANICAL NAME COMMON NAME SIZE CONDITION PROPERTY F STARBUCKS CORPORATION, E. SUBSTITUTIONS SHALL BE PERMITTED WITH NOTIFICATION AND WRITTEN APPROVAL FROM DESIGN MANAGER: WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. SUBSTITUTED MATERIAL SHALL BE N/A (IN WHOLE OR IN PART), SHARED WITH THIRD THE NEAREST EQUIVALENT SIZE, CONDITION AND GROWTH HABIT HAVING THE SAME GT PARTIES OR USED IN ANY MANNER ON OTHER ESSENTIAL CHARACTERISTICS WITH AN EQUITABLE ADJUSTMENT IN WHOLESALE PRICE. 2.5” CAL B&B 1.5” CAL B&B PROJECTS OR EXTENSIONS TO THIS PROJECT CC WITHOUT THE PRIOR WRITTEN CONSENT OF F. THE LANDSCAPE CONTRACTOR SHALL HAVE SOIL TESTS PERFORMED IN LAWN AND SEED STARBUCKS CORPORATION. PLANTING BED AREAS TO EVALUATE NUTRIENT AND PH LEVELS, THE LANDSCAPE MUL SHREDDED HARDWOOD MULCH, 2” TO 3” DEPTH. NO CYPRESS MULCH, NO RED MULCH. CONTRACTOR SHALL INCORPORATE FERTILIZER AND/OR SOIL AMENDMENT ADDITIVES AS RECOMMENDED BY SOIL TEST. G. ALL PLANTING BEDS TO RECEIVE 8" MIN. OF PREPARED BACK FILL MIX, ALL INDIVIDUALLY PLANTED TREES AND SHRUBS TO BE BACK FILLED WITH PREPARED BACK FILL MIX. e PREPARED BACK FILL MIXTURES SHALL BE MIXED ON SITE, CONSISTING OF ONE PART TOPSOIL, ONE PART SOIL AMENDMENT, ONE PART SOIL FROM EXCAVATION. TOPSOIL: ASTM ' D5268, PH RANGE OF 5.5 TO 7, MIN. 4 PERCENT ORGANIC MATERIAL, FREE OF STONES 1 INCH AND LARGER. SOIL AMENDMENT: SPHAGNUM PEAT MOSS OR COMPOSTED ORGANIC �����'� REC D Q MATERIAL. THE SOIL IN ALL PLANTING BEDS SHALL BE LOOSENED TO 8" MIN. DEPTH AND Q d q 9� • SOIL AMENDMENTS SHALL BE THOROUGHLY INCORPORATED INTO THE SOIL BY TILLING, DISCING, OR OTHER SUITABLE METHOD AT A MIN. RATE OF 3 CUBIC YARDS OF SOIL = AAf�.1te AMENDMENT PER 1,000 SQUARE FEET OF LANDSCAPE AREA. V F STATE OF 4) .7v < N CN JUL 12 2016 H. CONTRACTOR TO SLIGHTLY FIELD ADJUST PLANT LOCATIONS AS NECESSARY TO AVOID /� �, UTILITIES. FINISHED PLANTING BEDS SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE (./ Q0 AWAY FROM BUILDING(S). e STAR TEMPLATE VERSION 2014.11.03 I. PLANTING BEDS SHALLw. BE COVERED WITH PRE -EMERGENT HERBICIDE APPLIED AT PRODUCT SPECIFIED RATE UNLESS NOTED OTHERWISE. �. Revision Schedule Rev = Date By Description Z J. ALL PLANTING BEDS SHALL RECEIVE MULCH UNLESS NOTED OTHERWISE. MULCH SHALL BE Z woo DISEASE AND PEST FREE, UNIFORM COLOR, AND FREE OF TWIGS, LEAVES OR OTHER i aa....w..aa.�........u..�...w..w....„....„....u....a......�...........wW..u..uaw..__......a„.. MATERIAL UNSIGHTLY OR INJURIOUS TO PLANTS. MULCH SHALL NOT CONTAIN MANURE OR �) MALODOROUS CONTENTS. DO NOT PLACE MULCH AGAINST OR IN CONTACT WITH TREE 0� ..�.. v..,......„.,.,..,.,.w.,.....ww.....,.......................,.„„.,w.....w.,.,......... TRUNKS. TRUNK ROOT FLARE SHALL BE VISIBLE AT THE TOP OF THE ROOT BALL. MULCH C � r .........w... n.... . ”" � �"""”'„"�""”„��'w„"'„„""�z"„"'•'•-�„„„"w„„„,•,•�,,.„::::„„:„„„„„„,„w,:.:„„„„.~„„„„,,:..„..::„„„,,,„,„,„„„„ SHALL BE A MINIMUM OF 6 FROM ALL TRUNKS, STEMS OR CANES OF TREES AND SHRUBS. F � a i .„„„„waa..w.....a...„„„„„a............aw.w...w i W S .a...........n..y.....„.....ra..a„.............w�,....„............�............„„.....aa..................rn......w.............n...aar.....a...w........nw„..........a........... K. LANDSCAPE CONTRACTOR RESPONSIBLE FOR MAINTENANCE OF ALL LANDSCAPE AREAS F3 .ww._„__....w....w„w......w.............u.„„„„„w„.............. „„__...__w„„„„„,„w,„„,,,,,„,„„„„„•,•„,,,,„•,,,,,,• (EXISTING OR PROPOSED) UNTIL SITE TURNOVER. �� L. ANY ITEM OR AREAS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR a REPLACED TO ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. �U z M. LANDSCAPING TO COMPLY WITH ALL APPLICABLE CITY/LOCAL REGULATIONS. I Know what's below. Call before you dig. 0 5 10 20 2 SCALE: 1” = 10.00' o Z NOTE: 5 EXISTING TREES TO BE REMOVED AND REPLACED AS SHOWN. TREES CANNOT BE PLACED WITHIN THE PANHANDLE EASTERN PIPELINE GAS LINE EASEMENT. PLANTING SCHEDULE PROJECT #: SYMBOL KEY QTY. BOTANICAL NAME COMMON NAME SIZE CONDITION COMMENTS 07-12-16 DESIGN MANAGER: KATIE GORIN LEED ®AP: N/A PRODUCTION DESIGNER: BRIAN FRIDENMAKER U) GT 2 GLEDITSIA TRIACANTHOS'SKYLINE' SKYLINE HONEYLOCUST 2.5” CAL B&B 1.5” CAL B&B SEE TREE PLANTING DETAIL (TYPICAL) CC 3 CRATAEGUS CRUSGALLI VAR INERMI THORNLESS COCKSPUR HAWTHORN SEED INDIANA DOT SEED MIXTURE "U” SEE SEED NOTES ON C-1003. MUL SHREDDED HARDWOOD MULCH, 2” TO 3” DEPTH. NO CYPRESS MULCH, NO RED MULCH. SEE PLANTING NOTES. NOTE: 5 EXISTING TREES TO BE REMOVED AND REPLACED AS SHOWN. TREES CANNOT BE PLACED WITHIN THE PANHANDLE EASTERN PIPELINE GAS LINE EASEMENT. STORE #: W PROJECT #: 24447-033 CONCEPT: MCS PALETTE: MIXED _ 07-12-16 DESIGN MANAGER: KATIE GORIN LEED ®AP: N/A PRODUCTION DESIGNER: BRIAN FRIDENMAKER U) ANDY SCHALL W i I— Q O � Z < N CN 0 (./ Q0 UQ Z W Z woo Z z� Q 0� �O z w= w Z O W z J ov o(� �� a � �U U2 STORE #: 8690 PROJECT #: 24447-033 CONCEPT: MCS PALETTE: MIXED ISSUE DATE: 07-12-16 DESIGN MANAGER: KATIE GORIN LEED ®AP: N/A PRODUCTION DESIGNER: BRIAN FRIDENMAKER CHECKED BY: ANDY SCHALL SHEET TITLE: LANDSCAPE PLAN SCALE: 1” = 10'-0” SHEET NUMBER: L-1001 ELECTRICAL SITE PLAN Scale. 3/32" = V-0" SHEET NOTES 1. CONTRACTOR TO RELOCATE EXISTING POLE LIGHT TO NEW LOCATION SHOWN. EXTEND CONDUIT AND PROVIDE NEW CONDUCTORS TO NEW LOCATION. MATCH EXISTING WIRE SIZES FOR NEW WIRING BEING EXTENDED. 2. CIRCUIT SERVING THIS DEVICE SHALL BE CONTROLLED BY AN ASTRONOMICAL TIME CLOCK. VERIFY EXACT REQUIREMENTS AT SITE PRIOR TO BID. 3. RELOCATED POLE LIGHT. MAINTAIN EXISTING CIRCUIT AND CONTROLS. 4. PROVIDE NEW POLE BASE PER DETAIL, THIS SHEET. SECTION ELECTRICAL SITE PLAN NOTES A. ALL CONDUIT SHALL BE CONCEALED. SURFACE CONDUIT IS NOT ACCEPTABLE. B. ALL CONDUIT SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE NOTED. RELOCATED POLE -MOUNTED LUMINAIRE RELOCATED POLE CONCRETE PIER WITH (4) #7 REBAR UPRIGHT.. AND #3 TIES AT 12'0 C VERTICAL TOP (2) #3 TIES SPACED AS SHOWN. PIER TO BE CONSTRUCTED IN ONE CONTINUOUS POUR. CHAMFER TOP EDGE 2" AT 45 HAND HOLE WITH WEATHER PROOF COVER AND HARDWARE PER MANUF. SPECIFICATIONS. GROUND LUG (BY MANUFPCTURER) FOR ELECTR C GROUND. GROUND LUG (BY MANUFACTURER) FOR COPPERWELD CONNECTION. SEE LUMINAIRE SPECIFICATIONS FOR ANCHOR BOLT REQUIREMENTS. STEEL BASE PLATE. INSTALLED ON 1' THICK NON -SHRINK GROUT BED. ADJACENT FINISH GRADE #S COPPER GROUND WIRE. RUN WIRE THROUGH CONDUIT IN CONCRETE PIER TO GROUND ROD. CONCRETE TO HAVE 28 -DAY I COMPRESSIVE STRENGTH OF 4,000 PSI WITH 6% AIR CONTENT #3 REINFORCING TIES AT 12'0.C. VERTICALLY CONDUIT FOR LIGHT CIRCUITING. " e 6) #5 REBAR UPRIGHT MAINTAIN 3CLEAR _tl * . ' FROM TOP AND BOTTOM AND EDGES. CONDUIT FOR GROUND WIRE MAINTAIN PLAN MINIMUM 3' CLEAR FROM SIDE OF CONCRETE PIER. NOTES A FLOOD LIGHTS, POLE SIGNS, BUILDING SIGNS AND ACCENT LIGHTING ARE TO BE SWITCHED CONTROLLED WITH A PHOTO CELL AND TIME CLOCK. SEE ELECTRICAL SHEETS FOR DETAILS. B GENERAL CONTRACTOR TO COORDINATE BASE PLATE AND ANCHOR BOLT LAYOUT WITH POLE PROVIDED BY ELECTRICAL CONTRACTOR. C. GENERAL CONTRACTOR SHALL CONFIRM THE EXTENT OF EQUIPMENT PROVIDED BY ELECTRICAL CONTRACTOR PRIOR TO CONSTRUCTION DIVISION OF RESPONSIBILITIES ITEM FURNISHED INSTALLED POLE -MOUNTED LUMINAIRE AND LIGHTING BRACKET EXISTING ELECTRICAL CONTRACTOR LIGHT POLE EXISTING ELECTRICAL CONTRACTOR CONCRETE PIER GENERAL CONTRACTOR GENERAL CONTRACTOR ANCHOR BOLTS AND BOLT PATTERN ELECTRICAL CONTRACTOR GENERAL CONTRACTOR STEEL BASE PLATE ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR CONDUIT FOR LIGHT CIRCUITING ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR GROUND ROD ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR GROLND ROD WIRE CONDUIT ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR GROUND ROD WIRE ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR LIGHT POLE AND BASE - TYPE P4 SCALES ^.ONE 0 8' 16' 24' Scale: 3/32" = V-0" N STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. STARBUCKS TEMPLATE VERSION 12014.10.20 ENGINEER OF RECORD 7007 DISCOVERY BLVD DUBLIN, OH 43017 614.634.7000 T ��4a�Y B. y ' .......•. Q �O PET1400433 9 •'s STATE p • Q JUL 12 2016 STORE #: 8690 PROJECT #: 24447-033 CASEWORK CONCEPT: MCS ISSUE DATE: 07-12-2016 DESIGN MANAGER: KATIE GORIN LEEDOAP: N/A PRODUCTION DESIGNER: B. KUHLMAN CHECKED BY: D. MILLER Revision Schedule Rev Date B Description SHEET TITLE: ELECTRICAL SITE LIGHTING SCALE: AS SHOWN SHEET NUMBER: E -1001A z zCo W (D_ Q0 D W =� UQ Z a c � ~ C) z 111 ao= � oO � O Z —_ Q w Z O LU �--- LU oU Z 0 �� Q oQ �� a- � U U = STORE #: 8690 PROJECT #: 24447-033 CASEWORK CONCEPT: MCS ISSUE DATE: 07-12-2016 DESIGN MANAGER: KATIE GORIN LEEDOAP: N/A PRODUCTION DESIGNER: B. KUHLMAN CHECKED BY: D. MILLER Revision Schedule Rev Date B Description SHEET TITLE: ELECTRICAL SITE LIGHTING SCALE: AS SHOWN SHEET NUMBER: E -1001A Revision Schedule Rev Date B Description SHEET TITLE: ELECTRICAL SITE LIGHTING SCALE: AS SHOWN SHEET NUMBER: E -1001A