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HomeMy WebLinkAboutDrawingsv Scale: 1 " = 20' Now or Formerly John C. Culpepper III 207,820 Sq.Ft. (1190/488) Pole U 111 � G o ° o p ,�o� N P "International House of Pancakes" �Qca o7 a . V �O Op �O y y O 100.0' p . . (;as- Meter dt 'v ° 25.0 ° ►P Fnd.:1 2 ",R. �� : T erizoT ele� phone Line N 46 ° 43'00 r T ' ' T " E 16 .74' Deed Under and — 47 4 5b — E 1,75 T ACt. T Concrete .Nail a Power P is 11�A 0 J m v y. Y Y in Asphalt •Y Elect.8ox y ' '�' d. y ,v v v v '✓ s' m s. A V V v 9' °• . h �� gp s 9.: v V v v v T - -t - - T w y' y o v�• Y b•�,t v v Y y a) IV Y v `, ' \ :' a v Al �� �1ci6 -v v y Y V ght Pole A., /'L v ✓ y ATM Si v y o} {� \A �,: a •Y. Y ���'�'� � � J y Ll / y\ . V y y Y 9 a�� y y y � I/ Y c ..�� x LA o Y yy J v y .,V SI�RVICE STATION m �� (''♦`..'',--� o N _ Y V •,V Y .Y Y Y Y Y N I ti o '' U9ht Pole N c \ J t I m y Y v o v Y o (1679,04 Sq.ft.) v �\ Mond 1°� Well LJJ co v y y v v v 1 v „ Z o v V Conc ete Paved Are d N 04 y y ' 1 LA :lam 1y t' 58.3' O a v v v✓ U - ;r Q 25.0 v v m 1 .;� q1 v . u r• o Lids to ' ° ar ,f16 ,� ✓'f ` �' Underground Tonks . r"1 Cn Y y Y " j / l ° (� ° Asphalt Paved Area Ln Vo Covered Drive -Thru 1aa i, v �' `�, '�/ tvf60•. Sign 4f+ .. �e tan Traffic i v(Concrete) 4 v. a Q °' '` e Sign 'v �ry1� h � 4, q %' p Pp .. eye 4> p A 4 Fnd.5 /8 "I.R. Monitor Well Wate M o I onitor Well v b Gas Pum s ��pt "' p r! Ught Pole a' ,1�I °�' "f' Covered Drive -Thru Q Z z a (Concrete) ° 1, 4.42 ACRE TRACT 0 "' y , � �% Now or Formerly McDonald's Corporation 38,580 Sq.Ft. (1120/587) Chiseled "X "• Open Drive -Thru 0♦ Asphalt Paved Area v (Concrete) y1 v er Meter y .. 1 1� 4 4P .v Asphalt Paved Area Monitor Well �(/ Gas Pumps 41 00 NO Open Drive -Thru +>'�0 00� 1 0 6 ®Air & Water (Concrete) 4f1 'Y e 1 Uht Pole 1y 1v'� ' . \ \\ ' �p6�Te l e p h o n e s Manhole rOy1 i 2" water ��LLine �_ v • g p \ P (� W V� W V er T e e r� r P v V ° Concrete Drivewoy Entrance a8. Chiseled X » Concrete Driveway Entrance ' �(c S 46 0 43'00" W - 139.33' (Act.) S 46 0 43'00" W - 140.00' (Deed) 81 WE T U I M ITY DRIVE (FM 60) v. v'' v.. .° Being a 0.42 acre tract of land lying and being situated in the J.E. SCOTT SURVEY, A -50, Brazos County, Texas. I, Donald D. Garrett, Registered Professional Land Surveyor No.2972 do hereby certify that the above plat is true and correct and agrees with a survey made on the ground under my supervision in January 2003. 1 further certify that no improvements on this property encroach on adjacent property nor do any improvements on adjacent property encroach on this property, except as shown. ::i :y ai a J ti 1 <C S :,D J �-I -r. 11 y it n * Deed Bearing used as Basis of Bearing This property does not aic within the 100 –year flood hazard area as established by the Federal Emergency Management . ",gency (FEMA), Flood Insurance Rate Map (FIRM) Community Panel No. 48041CO144 C ; Effective .Date : July 1992 VAC KTY lM�lap — Not To Scale — a'' a C b 4 ' 4 p p VP .' 4�fa. LEGEND 96 h ry1 a ' 7, 4fi G j 4 4 � Property Line o ° `. ' : Traffic' 4 L n c �o�� ( Signal ' �Boic ' 4 ' \�0 4 Stre " ' 4 9sic LCohcrpte�8rib Paved Arep a a �, L "�' Sign 4 . y . a � \a T raffic a ..L >�*bter 06ter _ Light . w A -50, College Station, Brazos County, Texas, and being all of 0.42 acre tract of land, conveyed * Deed Bearing used as Basis of Bearing This property does not aic within the 100 –year flood hazard area as established by the Federal Emergency Management . ",gency (FEMA), Flood Insurance Rate Map (FIRM) Community Panel No. 48041CO144 C ; Effective .Date : July 1992 VAC KTY lM�lap — Not To Scale — 0*42 ACRE TRACT J.E. Scott Survey, A=50 City of College Station Brazos County, Texas Scale: 1" = 20' GARRETT ENGINEERING Consulting Engineering & Land Surveying 4444 Carter Creek Pkwy. STE. 108, Bryan, TX 77882 D:\2003\SK\03- 005– C0M.DWG �L ra v G=1 LEGEND Legal Description 0� u v © 4 �� Property Line ° 0 Property Corner Being all of that certain tract or parcel of land, lying and being situated in the J.E. Scott Survey, A -50, College Station, Brazos County, Texas, and being all of 0.42 acre tract of land, conveyed Building to Dabbs Univ., Inc. by Dabbs Oil Co., deed recorded in Volume 2810, page 343, Official Records of Brazos County, Texas and being described as follows: Power Pole Light Pole BEGINNING; at a "X" found in concrete at the most southerly common comer of this tract and p p Iuu1 Metal Lid the McDonald Corp. 0.89 acre tract (1120/587), same being in the northwest right -of -way of University Drive West; v 0 Monitor Well THENCE: N 45° 14' 00" W - 115.49 feet along the common line between this tract and said Water Meter McDonald Corp. tract to a 1/2" iron rod found at a common ell comer of said tracts; �=1 O Gas Meter THENCE: N 46 43' 00" E - 164.74 feet along the common line between this tract and said Q — T — Telephone Line McDonald Corp, tract and the John C. Culpepper II14.77 acre tract (1190/466) to a concrete nail °' —c— Electrical Line with shiner set for the most northerly common comer of this tract and the Culpepper Family L.P. —W— Water Line 0.08 acre tract (4148/343); J. ,Asphalt Area THENCE: S 45° 33' 55" E - 69.38 feet along the common line between this tract and said Concrete Area Culpepper Family L.P. tract to a 5/8" iron rod with cap #4502 found at the most southerly common comer of said tracts, same being in the west right -of -way line of College Avenue; �e Grass Area THENCE: S 16 11' 58" E - 51.77 feet along said College Avenue line to an "X" chiseled in O concrete set at the intersection of said College Avenue line and said University Drive West line; 10 �g THENCE: S 46° 43'00" W - 140.00 feet along said University Drive West line to the PLACE OF BEGINNING; and containing 0.42 acres of land, more or less, according to a survey made on the ground under the supervision of Donald - D. Garrett, Registered Professional Land Surveyor, No.2972 on October 17, 2002. 0*42 ACRE TRACT J.E. Scott Survey, A=50 City of College Station Brazos County, Texas Scale: 1" = 20' GARRETT ENGINEERING Consulting Engineering & Land Surveying 4444 Carter Creek Pkwy. STE. 108, Bryan, TX 77882 D:\2003\SK\03- 005– C0M.DWG �L ra TURF T REMOVE DE INJURED LI6 NORMAL SH CUT MAIN L MULCH COLT REMOVE TOF BURLAP PLANT MIX ' 1::�6Ef� GI EE.N 'T IEE €SLANTING N.T.S. (11) RF REMOVE DE INJURED W NORMAL SH CUT MAIN L MULCH COL REMOVE T01 BURLAP PLANT MIX 1 DECIDUOUS TREE PLAI`�rr'ING N. r.S. TURF (27) CG (7) PH (3) IB LIMIT AMOUNT OF PRUNING TO 1/3 OF TOTAL BRANCH AREA TO COMPENSATE FOR LOSS OF ROOTS FROM TRANSPLANTING OR TO REMOVE DEAD OR INJURED LIMBS, RETAIN NATURAL SHAPE. 3 ARDW BARK MU CIRCULAR SAUCER REMOVE TOP 1/3 PLANTING SCARIFY AND REC 3 SHFeUf� PLANTING N T.S. SEE PLANT UST FOR SPACING 1 I f PLANTING BED OF L--- 2' DEEP SHREDDED BARK MULCH 2" DEPTH PEAT MOSS 111CORPORATED INTO THE 6 OF TOPSOIL 12" DEPTH PREPARED BED FERTILIZE PER SPECS 4' GROUNDCOVF-R PLANTING N.T.S. (1) UP (1) UP (3) CC (7) IS (11) RF SCALE IN FEET 0 10 20 PLANT LIST GENERAL NOTES 1. ALL PLANTS SHALL MEET OR EXCEED THE GUIDELINES 7. INSTALL ALL PLANTS IN ACCORDANCE WITH PLANTING SIZE ESTABLISHED FOR NURSERY STOCK PUBLISHED BY THE REMARKS DETAILS. POINTS AMERICAN ASSOCIATION OF NURSERYMEN. 6. PLANTING BEDS SHALL HAVE MINIMUM 3' DEEP SHREDDED 2. ALL PLANTING OPERATIONS SHALL ADHERE TO AMERICAN HARDWOOD BARK MULCH. MULCH HEDGES IN A CONTINUOUS CANOPY TREES ASSOCIATION OF NURSERYMEN STANDARDS. BED. 3. CONFIRM LOCATION OF ALL UTILITIES AND SUBSURFACE 8, ALL PLANTING BEDS TO BE TILLED AND BACKFILLED WITH UP DRAIN LINES PRIOR TO PLANT INSTALLATION, Chinese Elm TOPSOIL TO A MINIMUM DEPTH OF 12'. B &B CANOPY TREES AP PROVED EQUAL .4. PLANT LOCATIONS AND BEDS SHALL BE LOCATED BY CONTRACTOR AND APPROVED BY OWNER'S REPRESENTATIVE 9. LAWN AREAS TO BE BACKFILLED WITH 6' DEPTH TOPSOIL. PRIOR TO INSTALLATION. i NON- CANOPY TREES 10. ALL PLANTING BEDS TO BE FERTILIZED WITH 10 -10.10 OR 5. LANDSCAPE CONTRACTOR SHALL RESTORE ALL LAWN AREAS 3 CC Cercis conodensis 'texenis' DISTURBED DURING CONSTRUCTION. 1.5" Cal. B &B NON - CANOPY TREES 11. CONTRACTOR TO DETERMINE PLANT LIST QUANTITIES FROM THE PLAN. MINIMS CGNBuLTANT: h :.: COPYRIGHT 2001 THIS DRAWING 18 AN INSTRUMENT OF SERVICE, AND AS SUCH, REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL INC.. PERMI88ION FOR USE OF THIS DOCUMENT IS LIMITED AND DAN ■E EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEX ICAN GRILL INC.. 1 543 WAZEE 8TREET DENVER, GmwaRADO 90202 PHONE: (303) 595 -4000 FAX: (303) 595 -4014 INTERNET: WWW.GHIPOTLE.COM 0 00 1` Z 00 0 ° 0 O C - F " -- O LU z (A LANDSCAPE POINT REQUIREMENT 1. REQUIRED POINTS= 30/1000 SF OF SITE 30 x 18,500 SF OF SITE AREA = 555 POINTS 2. REQUIRED POINTS FOR FRONTAGE = 300/50 LF OF FRONTAGE 300 x 150 LF OF FRONTAGE = 900 POINTS 3. TOTAL POINTS REQUIRED =1455 F– —� D W 0 W) 0 J J O v ONE tasue Reeords 03.07.03 PERMITf BID -� r..��� L15 �Vl l✓ 1 O ` 0-3 P ' 4.11.03 COMMENTS QED COMPLIANCE APR 2.2 2063 Draw ` COLLEGE STATION wfp RT SERVICES ' j Chocked; NEW QTY. KEY BOTANICAL NAME COMMON NAME SIZE COND. REMARKS TYPE POINTS CANOPY TREES 5 UP Ulmus parvifolia sempervirens Chinese Elm 2.5 Col, B &B CANOPY TREES 750 NON- CANOPY TREES 3 CC Cercis conodensis 'texenis' Texas Red Bud 1.5" Cal. B &B NON - CANOPY TREES 120 SHRUBS 27 IB Ilex 'Burford' Burford Holly 5 Gal. SHRUBS 270 15 JS Juniperus ch. 'Sea Green' Sea Green Juniper 5 Gal SHRUBS 150 12 TO Thu'a orientalis Oriental Arborvitae 6 -7' B &B SHRUBS 120 PERENNIALS /GRASSES 24 PH Pennisetum a 'Hameln' Dwarf Fountain Grass 3 Gal. SHRUBS 240 27 RF Rudbeckia f 'Goldstrum' Black Eyed Suson 1 Gal, 18" O.C. v CG Coreq sis g, 'Bab Sun' Baby Sun Coreo sis 1 Gal 24" O.C. TOTAL POINTS 1,650 Pm)wt No. CMG066 NNN Contents: LANDSCAPE PLAN C700 Date of Last Print: 03 -07 -03 } \ I I y 1 I{ } �4 a s cr c a- a Nov; or Formerly r ° �L t� John C. Culpepper O 1� rv0� 207,<620 Sq.P. c 1 (8) TO .' f I I { I I ��{ Ei I 1`{ I �• I 4- I N 11 U --- . - - - -- -- } o I! M II n r i o QJ r V h - Co Q o d I{ N in ^ rn0 o = 1 (1) UP c� { (1) UP (15) SA li TURF (13) PH `t — — — 24' P AVEMENT SE AS phcli Paved Area PROPOSED Iii BICYCLE A � ; PARKING I j{ % e Goy; vleterl,.' - Concrete Driveway Entrance I T "International House of Pancakes" 1 �c.-,, Cos M efl e r I 1 ! I I N 46 °43'00" E – 164.74' (Deed) I '--- ------------- -' - - -- �. I i l I 1 I TURF — 15' B ILDING SET ACK - - - - - - -- - - -- - - -- - - - -� - -- - - - -- J fl i I � 1 11 U_ �\ (3) UP IB > (3) CC (15) RF • . '. •.(r.. °- .•• • •• • ` I SIZE ESTABLISHED FOR NURSERY STOCK PUBLISHED BY THE REMARKS f POINTS AMERICAN ASSOCIATION OF NURSERYMEN. • :.� � i 6. {1 2. ALL PLANTING OPERATIONS SHALL ADHERE TO AMERICAN . CANOPY TREES I PROPOSED CHIPOTLE MEXICAN CAN GRILL BED. 3. - b• ALL PLANTING BEDS TO BE TILLED AND BACKFILLED WITH Ct.'ve —:ru DRAIN LINES PRIOR TO PLANT INSTALLATION. 1 TOPSOIL TO A MINIMUM DEPTH OF 12 ". B &B SER V ICE ST, ;TIC 'N CANOPYTREES / 4. PLANT LOCATIONS AND BEDS SHALL BE LOCATED BY ° 9• LAWN AREAS TO BE BACKFILLED WITH 6" DEPTH TOPSOIL. • I.•PROPOSED� NON - CANOPY TREES ~ 10. ALL PLANTING BEDS TO BE FERTILIZED WITH 10 -10-10 OR 5. LANDSCAPE CONTRACTOR SHALL RESTORE ALL LAWN AREAS 3 CC Cercis conadensis DISTURBED DURING CONSTRUCTION. ai r{ B &B NON - CANOPY TREES 11. CONTRACTOR TO DETERMINE PLANT LIST QUANTITIES FROM \ { (1679.04 SgJt-; Asohatt Paved Area /<v L b II 548 S As ?��rr�rs --- - - --- � _ °- , -� I T N ( 9) MS / 13 i • Burford Holly 5 Gal. ..° ` 130 � W BT Berberis t a 'Nana' Crimson Pygmy Barberry 5 Gal. } SHRUBS 70 8 TM Taxus x m 'Densiformi-3' Dense Yew 24 -30" B &B SHRUBS 110 8 TO Thu'a orientalis Oriental Arborvitae 6 -7' B &B SHRUBS 80 ° Covered C;rl;:a_ ° U D • O ,; •a °� `. Con rete Paved Ar a 6 9 u-; , r PERENNIALS /GRASSES III 9 MS TURF I Purple Autumn Grass 5Gal. ( I X 27 PH Pennisetum a 'Hameln I 5 Gal SHRUBS 270 24 RF 1 ( •• '�.- } vD O } Asphalt Paved "rea v •b I •4 V _ D <•.. . ••° - ° •• I 1 v 1 , T elephone I TU I SF ° P, C ,a' _'r d �r' ` r ��" — � I v O , j( A ga S 21 1 lrf S - ° . 46 °43'00" 1 W – 139.33' (Act.) 24" O.C. S - ^v :— �1- - •E7 • b^F-L;kd•I Nt7 —c7 Ci L7TF — — °43'00" tiV – 140.00' (Deed) °`•. — I 6 1 ' I 1 I v ' ° - ° v. II TURF °. Y•' : y�F. ;.0 ° 'D r ...._.. b-•_ ; -_. ----. .. .° D • .°D, b - D ;x. Concrete • � ° b � � P i. _ Concrete Drivewa; Entrance � ° b .�, v P ' vD• b ' b .° D .° .. - o D •D • .D '° • ' •� }' • � ° �' it % b ° � • D . •° b - ° ° I e e m n e n ° � % % TURF �. ti e C ;leered lark hru j _ � •° D 1 • ((*, nk ref : a ° I °• .v Ic r.= i l fl i I � 1 11 U_ �\ (3) UP IB > (3) CC (15) RF T T (7) ST (11) TM ( 2 1 ) (36) SF �� V r } G ' r �, --v rr � C. (9) PH SCALE IN FEET Jy SA 0 1 0 20 N N of I O N a I 0 Q 0 a 5 REMOVE DE INJURED LIB NORMAL SH CUT MAIN LI MULCH COL REMOVE TC BURLAP PLANT MIX TREE PLANTING DETAIL 1 N.T.S. y LIMIT AMOUNT OF PRUNING TO 1/3 OF TOTAL BRANCH AREA TO COMPENSATE FOR LOSS OF ROOTS FROM TRANSPLANTING OR TO REMOVE DEAD OR INJURED LIMBS. RETAIN NATURAL SHAPE. 3" DEEP HARDWOOD BARK MULCH CIRCULAR SAUCER REMOVE ° o ° `�- - •' o CONTAINER OR TOP 1/3 OF BURLAP PLANTING MIX ' ° "b SCARIFY 4" DEEP 6" AND RECOMPACT MIN. SHRUB PLANTING DETAIL 2 N.T.S. SEE PLANT LIST FOR SPACING 6" FROM EDGE OF PLANTING BED I-- 2" DEEP SHREDDED BARK MULCH 2" DEPTH PEAT MOSS INCORPORATED INTO THE 6" OF TOPSOIL 12" DEPTH PREPARED BED FERTILIZE PER SPECS SHRUB PLANTING DETAIL 3 N.T.S. 4 .T.SHRUB AND GROUNDCOVER SPACING NS. REVISION RECORD DATE DESCRPTION GENERAL NOTES 1. • . '. •.(r.. °- .•• • •• • ` � SIZE ESTABLISHED FOR NURSERY STOCK PUBLISHED BY THE REMARKS DETAILS. POINTS AMERICAN ASSOCIATION OF NURSERYMEN. • :.� � i 6. PLANTING BEDS SHALL HAVE MINIMUM 3" DEEP SHREDDED 2. ALL PLANTING OPERATIONS SHALL ADHERE TO AMERICAN . CANOPY TREES I PROPOSED CHIPOTLE MEXICAN CAN GRILL BED. 3. - b• ALL PLANTING BEDS TO BE TILLED AND BACKFILLED WITH Ct.'ve —:ru DRAIN LINES PRIOR TO PLANT INSTALLATION. 1 TOPSOIL TO A MINIMUM DEPTH OF 12 ". B &B CANOPYTREES / 4. PLANT LOCATIONS AND BEDS SHALL BE LOCATED BY 1,984 S.F. — 9• LAWN AREAS TO BE BACKFILLED WITH 6" DEPTH TOPSOIL. • I.•PROPOSED� NON - CANOPY TREES ~ 10. ALL PLANTING BEDS TO BE FERTILIZED WITH 10 -10-10 OR 5. LANDSCAPE CONTRACTOR SHALL RESTORE ALL LAWN AREAS 3 CC Cercis conadensis DISTURBED DURING CONSTRUCTION. 15 Cal. B &B NON - CANOPY TREES 11. CONTRACTOR TO DETERMINE PLANT LIST QUANTITIES FROM � P.ATJO Asohatt Paved Area /<v b •.° , . 548 S As ?��rr�rs --- - - --- � _ °- , -� - -- O , < ' °• T N ( 9) MS / 13 IB • Burford Holly 5 Gal. ..° / / ^ CO 130 7 BT Berberis t a 'Nana' Crimson Pygmy Barberry 5 Gal. SHRUBS 70 11 TM Taxus x m 'Densiformi-3' Dense Yew 24 -30" B &B SHRUBS 110 8 TO Thu'a orientalis Oriental Arborvitae 6 -7' B &B SHRUBS 80 ° Covered C;rl;:a_ ° U D • O ,; •a °� `. 6 9 PERENNIALS /GRASSES 9 MS Misconthus sinensis Purple Autumn Grass 5Gal. SHRUBS 90 27 PH Pennisetum a 'Hameln Dwarf Fountain Grass 5 Gal SHRUBS 270 24 RF Rudbeckia f 'Goldstrun.' ..° ,b •• '�.- :) vD O �eD' v •b I •4 V _ D <•.. . ••° - ° •• .° 1 v 1 •p ',v •I elepho 'p T elephone " • _I . 3s SF ° P, a • O ' . P b • ' ti ° D •b . v O , g 21 1 lrf S - ° . 46 °43'00" 1 W – 139.33' (Act.) 24" O.C. S - ^v :— �1- - •E7 • b^F-L;kd•I Nt7 —c7 Ci L7TF — — °43'00" tiV – 140.00' (Deed) °`•. — --s 1 ' I 1 II TURF ;x. Concrete Sidewalk Concrete Drivewa; Entrance < �^ T T (7) ST (11) TM ( 2 1 ) (36) SF �� V r } G ' r �, --v rr � C. (9) PH SCALE IN FEET Jy SA 0 1 0 20 N N of I O N a I 0 Q 0 a 5 REMOVE DE INJURED LIB NORMAL SH CUT MAIN LI MULCH COL REMOVE TC BURLAP PLANT MIX TREE PLANTING DETAIL 1 N.T.S. y LIMIT AMOUNT OF PRUNING TO 1/3 OF TOTAL BRANCH AREA TO COMPENSATE FOR LOSS OF ROOTS FROM TRANSPLANTING OR TO REMOVE DEAD OR INJURED LIMBS. RETAIN NATURAL SHAPE. 3" DEEP HARDWOOD BARK MULCH CIRCULAR SAUCER REMOVE ° o ° `�- - •' o CONTAINER OR TOP 1/3 OF BURLAP PLANTING MIX ' ° "b SCARIFY 4" DEEP 6" AND RECOMPACT MIN. SHRUB PLANTING DETAIL 2 N.T.S. SEE PLANT LIST FOR SPACING 6" FROM EDGE OF PLANTING BED I-- 2" DEEP SHREDDED BARK MULCH 2" DEPTH PEAT MOSS INCORPORATED INTO THE 6" OF TOPSOIL 12" DEPTH PREPARED BED FERTILIZE PER SPECS SHRUB PLANTING DETAIL 3 N.T.S. 4 .T.SHRUB AND GROUNDCOVER SPACING NS. REVISION RECORD DATE DESCRPTION GENERAL NOTES 1. ALL PLANTS SHALL MEET OR EXCEED THE GUIDELINES 7. INSTALL ALL PLANTS IN ACCORDANCE WITH PLANTING SIZE ESTABLISHED FOR NURSERY STOCK PUBLISHED BY THE REMARKS DETAILS. POINTS AMERICAN ASSOCIATION OF NURSERYMEN. 6. PLANTING BEDS SHALL HAVE MINIMUM 3" DEEP SHREDDED 2. ALL PLANTING OPERATIONS SHALL ADHERE TO AMERICAN HARDWOOD BARK MULCH. MULCH HEDGES IN A CONTINUOUS CANOPY TREES ASSOCIATION OF NURSERYMEN STANDARDS. BED. 3. CONFIRM LOCATION OF ALL UTILITIES AND SUBSURFACE 8. ALL PLANTING BEDS TO BE TILLED AND BACKFILLED WITH UP DRAIN LINES PRIOR TO PLANT INSTALLATION. Lacebark Elm TOPSOIL TO A MINIMUM DEPTH OF 12 ". B &B CANOPYTREES APPROVED EQUAL. 4. PLANT LOCATIONS AND BEDS SHALL BE LOCATED BY CONTRACTOR AND APPROVED BY OWNER'S REPRESENTATIVE 9• LAWN AREAS TO BE BACKFILLED WITH 6" DEPTH TOPSOIL. PRIOR TO INSTALLA: ION. NON - CANOPY TREES ~ 10. ALL PLANTING BEDS TO BE FERTILIZED WITH 10 -10-10 OR 5. LANDSCAPE CONTRACTOR SHALL RESTORE ALL LAWN AREAS 3 CC Cercis conadensis DISTURBED DURING CONSTRUCTION. 15 Cal. B &B NON - CANOPY TREES 11. CONTRACTOR TO DETERMINE PLANT LIST QUANTITIES FROM THE PLAN. PLANT LIST QTY. KEY BOTANICAL NAME COMMON NAME SIZE COND, REMARKS TYPE POINTS CANOPY TREES UP Ulmus parvifolia Lacebark Elm 25 Cal. B &B CANOPYTREES 750 NON - CANOPY TREES ~ 3 CC Cercis conadensis Red Bud 15 Cal. B &B NON - CANOPY TREES 120 SHRUBS 13 IB Ilex 'Burford' Burford Holly 5 Gal. SHRUBS 130 7 BT Berberis t a 'Nana' Crimson Pygmy Barberry 5 Gal. SHRUBS 70 11 TM Taxus x m 'Densiformi-3' Dense Yew 24 -30" B &B SHRUBS 110 8 TO Thu'a orientalis Oriental Arborvitae 6 -7' B &B SHRUBS 80 PERENNIALS /GRASSES 9 MS Misconthus sinensis Purple Autumn Grass 5Gal. SHRUBS 90 27 PH Pennisetum a 'Hameln Dwarf Fountain Grass 5 Gal SHRUBS 270 24 RF Rudbeckia f 'Goldstrun.' Black Eyed Susan 1 Gal. 24 O.C. 39 SA Sedum x 'Autumn Joy umn Joy Sedum 1 Gal 24" O.C. 3s SF Salvia forinacea Sage 1 Gal 24" O.C. 21 1 CG Coreo sis g. 'Bab S -i' Baby Sun Coreopsis 1 Gal 24" O.C. TOTAL POINTS 1,620 LANDSCAPE POINT REQUIREMENT 1. REQUIRED POINTS 30/1000 SF OF SITE 30 x 18,500 SF OF SITE AREA = 555 POINTS 2. REQUIRED POINTS FOR FRONTAGE = 300/50 LF OF FRONTAGE 300 x 150 LF OF FRONTAGE = 900 POINTS 3. TOTAL POINTS REQUIRED =1455 i y fAIA 7A 0 rA 7w Civil & Environmental Consultants, Inc. 400 Lazelle Rd., Suite 1 Columbus, OH 43240 (614) 540 -6633 • (888)598 -6808 Cincinnati, OH a Pittsburgh, PA - Indianapolis, IN - Nashville, TN CHIPOTLE MEXICAN GRILL STORE #0408 815 W. UNIVERSITY DR. COLLEGE STATION, TX 77840 DATE 1 -31 -03 APPROVED BY: DWN BY wfp / SCALE: 1 " =10 TCP CHKD. BY: AE PRELIMINARY SH 3 OF 3 LANDSCAPE DRAWING NUMBER PLAN 230038 Now or Formerly • a John C. Culpepper III � 207 Sq.Ft, ( L o ( 1190/466 ) 1 Ld ( }G } O ! PROPOSED 2' WIDE CURB CUT f T '• deri:on Telephone Line . Ld 041 / 0 09 Power `Pole PROPOSED GALVANIZED` SHEET METAL TRASH n n:` *:.:`..;: :..::.,:.: :.: :::: ENCLOSURE WITH 4 1 GALVANIZED CORRUGAT D D METAL DOORS (SE : ::::::::: ::::: %::: : : ::: ::::::::::.: :::::: :::•:.:. X 1S 0 a, Q { I I C_ Gl t { (I I Q C(?INIwC CURRENT ZONING: II. �ATI�R �ERV1�1 NG -2 } I }� 6 , VI•RIFY LCA`CI+ rn i I I r I I o I 0 00 I O ' 0 CO Cq 1 r Z x y > C) O I I Ld W Q o X .. G ir I " EX. SIGN Uj I TO BE mw REMOVED 0 Q - f- ( X T `_ W O ,�• U 7 Z W CL X !N ter Meter W a t ,. a � O I: z .: L; 3 I v X C h ise led _ Gas M ete P,tP,i n - ` <;'a'' „'''�” ?`s' �t Ex. Concrete 7idewallt F); V y a PROPOSED STAMPED DIED CONCRETE SIDEWALK (PER SPECIFCIATION NO. 404 "COLORED AND PATTERNED CONCRETE ") EX. FIRE HYDRANT 160 FEET FROM CENTERLINE OF EX. CONCRETE DRIVE (WEST SIDE OF McDONALDS) i 0 0 I� 0 z w 4 O Q I "International House of Pancakes" PROJECT ZONING INFORMATION CURRENT ZONING: NG -2 STREET ADDRESS: 815 UNIVERSITY DR. X�� L i =D 1 % MP ^ b Xf ° } nd.5 /8 "I.P. Water Meter EX. LIGHT POLE TO BE ,s REMOVED / PROPOSED 1,500 GAL. GREASE INTERCEPTOR `�.'� `� PROPOSED f ` Monitor 4Ne11 ARY V /� SERVICE 0 ,o � CO f �. PROPOSED r CLEANOUT TYP i pis x J T / ^ p1 Telephone Manhole s D rive - way Ent. a rt e J l � C h•seled "X r c PROPOSED STAMPED DIED CONCRETE PROPOSED CURB &GUTTER SIDEWALK (PER SPECIFCIATION N0. 404 i (PER CITY OF COLLEGE STATION "COLORED AND PATTERNED CONCRETE ") CONSTRUCTION STANDARDS) 51AIIUN LUNSIKUUIIUN SIANUAKUSJ PAVEMENT MATERIALS Q 2.0" ASPHALT CONCRETE (85 -100) OR AC -20 (STANDARD DUTY PAVEMENT) 02 BITUMINUOS PRIME COAT (RC -20, MC -70, RS -2, RS -1, OR RT -2) @ 0.35 GAL. /S.Y, 03 7" CRUSHED LIMESTONE BASE ® SUBGRADE PREPARATION (LIME TREATED) (12" MIN DEPTH) �5 6" EXTRUDED CONCRETE CURB VARIES VARIES VARIES iL 2:1 MAX 1/8" PER FT (MIN,) 1/8" PER FT, (MIN.) PAVEMENT DIMENSIONS REFER TO THIS POINT WIDTH VARIES 4" CONCRETE SLAB /BRUSH FINISH W/ 6" X 6" 1.4W/1.4W W.W.M. ON 95% COMPACTED GRANULAR FILL. JOINT SEALER — 1/8" FT. (MIN SURFACE OF PAVEMENT X� -- e - r — — X o d X f. X a.. cD .:.r ad� e o p 4� Qa o o ASPHALT CONCRETE X . ° o PO° °� a i Do 0 0 o Oo o v o ° & ° � O° ° �o o� o a O 0 o ° O C) • g O 90 O O C O C a _•. °00 ,0 0 "d 0 0 o O ° 0 0 °° o 0 a `' X A \ BASE MATERIAL >���� /����\�\ STABILIZED SUBGRADE AS 6 \ \� \ /�� SPECIFIED M ao 3/8 "0 X 6" ANCHOR ROD THRU HOLE GRANULAR NATIVE SOIL LEGEND — — — PROPERTY LINE ti EXISTING POWER POLE } PROPERTY CORNER y EXISTING LIGHT POLE — — — — — EASEMENT OR SETBACK 0 EXISTING METAL LID — R /W — RIGHT OF WAY 0 EXISTING MONITOR WELL E PROPOSED 4" CONCRETE SIDEWALK �;V� EXISTING WATER METER a PROPOSED CONCRETE EXTRUDED CURB @ EXISTING GAS METER PROPOSED PAVEMENT STRIPING -- T - - - -- EXISTING TELEPHONE LINE PROPOSED 6" REINFORCED CONCRETE PAVING E D M R A P P U STE 0 __ _ E -- EXISTING ELECTRICAL LINE PROPOSED ASPHALT CONCRETE — - W_ EXISTING WATER LINE X 755.5 PROPOSED PAVEMENT ELEVATION X 7 PROPOSED ROPO PAVEMENT A .5 SED ELEVATION MEETS EXISTING X TC 7.5 PROPOSED TOP OF CASTING ELEVATION I . EXISTING BUILDING DIRECTION OF SURFACE WATER FLOW 1 PLATE LAG BOLT CONCRETE SECTION SECTION - TYPICAL FOOTING DETAIL PLA �— 9/16 "0 TYP. N _ - CAINGROUND NOTES: �( S SHOWN) M OUNT 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. MADRAX, INC. 2. DO NOT SCALE DRAWINGS. 2210 PINEHURST DRIVE MIDDLETON, WI 53562 3. CONSULTANT TO SELECT COLOR, SEE MANUFACTURER'S SPECIFICATIONS. ( 800) 448 -7931 4. SEE SITE PLAN FOR LOCATION OR CONSULT OWNER. PHONE: (608) 831 -9040 FAX: (608) 831 -7623 5. SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. www.m(idrox.com 6. CONTRACTORS NOTE: FOR PRODUCT AND PURCHASING INFORMATION VISIT www.PROJECTmorketsite.com REFERENCE NUMBER 302 -005 BICYCLE RACK DETAIL 5" 1/4 "R NOT TO SCALE 3 "R ' SHEET INDEX SHEET TITLE 4 • a : 1 PRELIMINARY SITE DEVELOPMENT PLAN ° 2 SITE SURVEY 0 D 3 PRELIMINARY LANDSCAPING PLAN ° 4 4 PRELIMINARY IRRIGATION PLAN d CONCRETE, CLASS C THICKENED EDGE WALK NOT REQUIRED WHERE 1/2" PREFORMED JOINT MATERIAL j 5 6" � WALK ABUTS STRUCTURE. PROVIDE A 1/2" —1 1 2 3 4 NON- EXTRUDING EXPANSION JOINT AGAINST STRUCTURE AND EVERY 20' ALONG WALK NOTE: EXPANSION JOINT MATERIAL AND JOINT SEALER IS NOT REQUIRED WHEN CURB IS ADJACENT TO FLEXIBLE TYPE TYPICAL PAVEMENT DETAIL BRUSHED CONCRETE WALK PAVEMENT. NOT TO SCALE SCALE: 1 " = 1' -0 VERTICAL CURB DETAIL NOT TO SCALE PLANS PREPARED BY: CIVIL & ENVIRONMENTAL CONSULTANT , I C. GENERAL NOTES 1. EXISTING SERVICE STATION, PUMPS, C ON, GAS UM S, UNDERGROUND TANKS AND MONITORING WELLS TO BE REMOVED. 2. WATER AND SANITARY SEWER LEGEND WATER DEMAND: MIN. 0 gpm AVG. 10 gpm MAX. 21.5 gpm - SEWER LOADING: MAX, 1,-400 gpd_ 3. FIRE LANE IS NOT REQUIRED. (PROPOSED BUILDING IS LOCATED WITHIN 150 FEET OF PUBLIC RIGHT -OF -WAY), 4. CONTRACTOR TO VERIFY LOCATION OF 2" WATER SERVICE, (MAY REQUIRE RELOCATION). THIS PROPERTY IS NOT LOCATED IN THE 100 YEAR ``. FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY ( PANEL NO. 48041 CO 144C; EFFECTIVE DATE; JULY 1992). 2 4 PLAN VIEW dSELECT DESIRED MOUNT 1-10" SCHEDULE 40 PIPE (1.9 " 0. D. TUBE) 1 ELEVAT V IEW E 2' -1 3/16 "ti" 2 E LEVATION VI E 17' VICINITY MAP NOT TO SCALE o �'` EXISTING CONCRETE CURB, SIDEWALK AND DRIVEWAY SCALE IN FEET TO BE REMOVED 0 10 20 i 0 0 I� 0 z w 4 O Q I "International House of Pancakes" PROJECT ZONING INFORMATION CURRENT ZONING: NG -2 STREET ADDRESS: 815 UNIVERSITY DR. X�� L i =D 1 % MP ^ b Xf ° } nd.5 /8 "I.P. Water Meter EX. LIGHT POLE TO BE ,s REMOVED / PROPOSED 1,500 GAL. GREASE INTERCEPTOR `�.'� `� PROPOSED f ` Monitor 4Ne11 ARY V /� SERVICE 0 ,o � CO f �. PROPOSED r CLEANOUT TYP i pis x J T / ^ p1 Telephone Manhole s D rive - way Ent. a rt e J l � C h•seled "X r c PROPOSED STAMPED DIED CONCRETE PROPOSED CURB &GUTTER SIDEWALK (PER SPECIFCIATION N0. 404 i (PER CITY OF COLLEGE STATION "COLORED AND PATTERNED CONCRETE ") CONSTRUCTION STANDARDS) 51AIIUN LUNSIKUUIIUN SIANUAKUSJ PAVEMENT MATERIALS Q 2.0" ASPHALT CONCRETE (85 -100) OR AC -20 (STANDARD DUTY PAVEMENT) 02 BITUMINUOS PRIME COAT (RC -20, MC -70, RS -2, RS -1, OR RT -2) @ 0.35 GAL. /S.Y, 03 7" CRUSHED LIMESTONE BASE ® SUBGRADE PREPARATION (LIME TREATED) (12" MIN DEPTH) �5 6" EXTRUDED CONCRETE CURB VARIES VARIES VARIES iL 2:1 MAX 1/8" PER FT (MIN,) 1/8" PER FT, (MIN.) PAVEMENT DIMENSIONS REFER TO THIS POINT WIDTH VARIES 4" CONCRETE SLAB /BRUSH FINISH W/ 6" X 6" 1.4W/1.4W W.W.M. ON 95% COMPACTED GRANULAR FILL. JOINT SEALER — 1/8" FT. (MIN SURFACE OF PAVEMENT X� -- e - r — — X o d X f. X a.. cD .:.r ad� e o p 4� Qa o o ASPHALT CONCRETE X . ° o PO° °� a i Do 0 0 o Oo o v o ° & ° � O° ° �o o� o a O 0 o ° O C) • g O 90 O O C O C a _•. °00 ,0 0 "d 0 0 o O ° 0 0 °° o 0 a `' X A \ BASE MATERIAL >���� /����\�\ STABILIZED SUBGRADE AS 6 \ \� \ /�� SPECIFIED M ao 3/8 "0 X 6" ANCHOR ROD THRU HOLE GRANULAR NATIVE SOIL LEGEND — — — PROPERTY LINE ti EXISTING POWER POLE } PROPERTY CORNER y EXISTING LIGHT POLE — — — — — EASEMENT OR SETBACK 0 EXISTING METAL LID — R /W — RIGHT OF WAY 0 EXISTING MONITOR WELL E PROPOSED 4" CONCRETE SIDEWALK �;V� EXISTING WATER METER a PROPOSED CONCRETE EXTRUDED CURB @ EXISTING GAS METER PROPOSED PAVEMENT STRIPING -- T - - - -- EXISTING TELEPHONE LINE PROPOSED 6" REINFORCED CONCRETE PAVING E D M R A P P U STE 0 __ _ E -- EXISTING ELECTRICAL LINE PROPOSED ASPHALT CONCRETE — - W_ EXISTING WATER LINE X 755.5 PROPOSED PAVEMENT ELEVATION X 7 PROPOSED ROPO PAVEMENT A .5 SED ELEVATION MEETS EXISTING X TC 7.5 PROPOSED TOP OF CASTING ELEVATION I . EXISTING BUILDING DIRECTION OF SURFACE WATER FLOW 1 PLATE LAG BOLT CONCRETE SECTION SECTION - TYPICAL FOOTING DETAIL PLA �— 9/16 "0 TYP. N _ - CAINGROUND NOTES: �( S SHOWN) M OUNT 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. MADRAX, INC. 2. DO NOT SCALE DRAWINGS. 2210 PINEHURST DRIVE MIDDLETON, WI 53562 3. CONSULTANT TO SELECT COLOR, SEE MANUFACTURER'S SPECIFICATIONS. ( 800) 448 -7931 4. SEE SITE PLAN FOR LOCATION OR CONSULT OWNER. PHONE: (608) 831 -9040 FAX: (608) 831 -7623 5. SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. www.m(idrox.com 6. CONTRACTORS NOTE: FOR PRODUCT AND PURCHASING INFORMATION VISIT www.PROJECTmorketsite.com REFERENCE NUMBER 302 -005 BICYCLE RACK DETAIL 5" 1/4 "R NOT TO SCALE 3 "R ' SHEET INDEX SHEET TITLE 4 • a : 1 PRELIMINARY SITE DEVELOPMENT PLAN ° 2 SITE SURVEY 0 D 3 PRELIMINARY LANDSCAPING PLAN ° 4 4 PRELIMINARY IRRIGATION PLAN d CONCRETE, CLASS C THICKENED EDGE WALK NOT REQUIRED WHERE 1/2" PREFORMED JOINT MATERIAL j 5 6" � WALK ABUTS STRUCTURE. PROVIDE A 1/2" —1 1 2 3 4 NON- EXTRUDING EXPANSION JOINT AGAINST STRUCTURE AND EVERY 20' ALONG WALK NOTE: EXPANSION JOINT MATERIAL AND JOINT SEALER IS NOT REQUIRED WHEN CURB IS ADJACENT TO FLEXIBLE TYPE TYPICAL PAVEMENT DETAIL BRUSHED CONCRETE WALK PAVEMENT. NOT TO SCALE SCALE: 1 " = 1' -0 VERTICAL CURB DETAIL NOT TO SCALE PLANS PREPARED BY: CIVIL & ENVIRONMENTAL CONSULTANT , I C. GENERAL NOTES 1. EXISTING SERVICE STATION, PUMPS, C ON, GAS UM S, UNDERGROUND TANKS AND MONITORING WELLS TO BE REMOVED. 2. WATER AND SANITARY SEWER LEGEND WATER DEMAND: MIN. 0 gpm AVG. 10 gpm MAX. 21.5 gpm - SEWER LOADING: MAX, 1,-400 gpd_ 3. FIRE LANE IS NOT REQUIRED. (PROPOSED BUILDING IS LOCATED WITHIN 150 FEET OF PUBLIC RIGHT -OF -WAY), 4. CONTRACTOR TO VERIFY LOCATION OF 2" WATER SERVICE, (MAY REQUIRE RELOCATION). THIS PROPERTY IS NOT LOCATED IN THE 100 YEAR ``. FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY ( PANEL NO. 48041 CO 144C; EFFECTIVE DATE; JULY 1992). 2 4 PLAN VIEW dSELECT DESIRED MOUNT 1-10" SCHEDULE 40 PIPE (1.9 " 0. D. TUBE) 1 ELEVAT V IEW E 2' -1 3/16 "ti" 2 E LEVATION VI E 17' VICINITY MAP NOT TO SCALE o �'` EXISTING CONCRETE CURB, SIDEWALK AND DRIVEWAY SCALE IN FEET TO BE REMOVED 0 10 20 1 PLATE LAG BOLT CONCRETE SECTION SECTION - TYPICAL FOOTING DETAIL PLA �— 9/16 "0 TYP. N _ - CAINGROUND NOTES: �( S SHOWN) M OUNT 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. MADRAX, INC. 2. DO NOT SCALE DRAWINGS. 2210 PINEHURST DRIVE MIDDLETON, WI 53562 3. CONSULTANT TO SELECT COLOR, SEE MANUFACTURER'S SPECIFICATIONS. ( 800) 448 -7931 4. SEE SITE PLAN FOR LOCATION OR CONSULT OWNER. PHONE: (608) 831 -9040 FAX: (608) 831 -7623 5. SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. www.m(idrox.com 6. CONTRACTORS NOTE: FOR PRODUCT AND PURCHASING INFORMATION VISIT www.PROJECTmorketsite.com REFERENCE NUMBER 302 -005 BICYCLE RACK DETAIL 5" 1/4 "R NOT TO SCALE 3 "R ' SHEET INDEX SHEET TITLE 4 • a : 1 PRELIMINARY SITE DEVELOPMENT PLAN ° 2 SITE SURVEY 0 D 3 PRELIMINARY LANDSCAPING PLAN ° 4 4 PRELIMINARY IRRIGATION PLAN d CONCRETE, CLASS C THICKENED EDGE WALK NOT REQUIRED WHERE 1/2" PREFORMED JOINT MATERIAL j 5 6" � WALK ABUTS STRUCTURE. PROVIDE A 1/2" —1 1 2 3 4 NON- EXTRUDING EXPANSION JOINT AGAINST STRUCTURE AND EVERY 20' ALONG WALK NOTE: EXPANSION JOINT MATERIAL AND JOINT SEALER IS NOT REQUIRED WHEN CURB IS ADJACENT TO FLEXIBLE TYPE TYPICAL PAVEMENT DETAIL BRUSHED CONCRETE WALK PAVEMENT. NOT TO SCALE SCALE: 1 " = 1' -0 VERTICAL CURB DETAIL NOT TO SCALE PLANS PREPARED BY: CIVIL & ENVIRONMENTAL CONSULTANT , I C. GENERAL NOTES 1. EXISTING SERVICE STATION, PUMPS, C ON, GAS UM S, UNDERGROUND TANKS AND MONITORING WELLS TO BE REMOVED. 2. WATER AND SANITARY SEWER LEGEND WATER DEMAND: MIN. 0 gpm AVG. 10 gpm MAX. 21.5 gpm - SEWER LOADING: MAX, 1,-400 gpd_ 3. FIRE LANE IS NOT REQUIRED. (PROPOSED BUILDING IS LOCATED WITHIN 150 FEET OF PUBLIC RIGHT -OF -WAY), 4. CONTRACTOR TO VERIFY LOCATION OF 2" WATER SERVICE, (MAY REQUIRE RELOCATION). THIS PROPERTY IS NOT LOCATED IN THE 100 YEAR ``. FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY ( PANEL NO. 48041 CO 144C; EFFECTIVE DATE; JULY 1992). 2 4 PLAN VIEW dSELECT DESIRED MOUNT 1-10" SCHEDULE 40 PIPE (1.9 " 0. D. TUBE) 1 ELEVAT V IEW E 2' -1 3/16 "ti" 2 E LEVATION VI E 17' VICINITY MAP NOT TO SCALE o �'` EXISTING CONCRETE CURB, SIDEWALK AND DRIVEWAY SCALE IN FEET TO BE REMOVED 0 10 20 BICYCLE RACK DETAIL 5" 1/4 "R NOT TO SCALE 3 "R ' SHEET INDEX SHEET TITLE 4 • a : 1 PRELIMINARY SITE DEVELOPMENT PLAN ° 2 SITE SURVEY 0 D 3 PRELIMINARY LANDSCAPING PLAN ° 4 4 PRELIMINARY IRRIGATION PLAN d CONCRETE, CLASS C THICKENED EDGE WALK NOT REQUIRED WHERE 1/2" PREFORMED JOINT MATERIAL j 5 6" � WALK ABUTS STRUCTURE. PROVIDE A 1/2" —1 1 2 3 4 NON- EXTRUDING EXPANSION JOINT AGAINST STRUCTURE AND EVERY 20' ALONG WALK NOTE: EXPANSION JOINT MATERIAL AND JOINT SEALER IS NOT REQUIRED WHEN CURB IS ADJACENT TO FLEXIBLE TYPE TYPICAL PAVEMENT DETAIL BRUSHED CONCRETE WALK PAVEMENT. NOT TO SCALE SCALE: 1 " = 1' -0 VERTICAL CURB DETAIL NOT TO SCALE PLANS PREPARED BY: CIVIL & ENVIRONMENTAL CONSULTANT , I C. GENERAL NOTES 1. EXISTING SERVICE STATION, PUMPS, C ON, GAS UM S, UNDERGROUND TANKS AND MONITORING WELLS TO BE REMOVED. 2. WATER AND SANITARY SEWER LEGEND WATER DEMAND: MIN. 0 gpm AVG. 10 gpm MAX. 21.5 gpm - SEWER LOADING: MAX, 1,-400 gpd_ 3. FIRE LANE IS NOT REQUIRED. (PROPOSED BUILDING IS LOCATED WITHIN 150 FEET OF PUBLIC RIGHT -OF -WAY), 4. CONTRACTOR TO VERIFY LOCATION OF 2" WATER SERVICE, (MAY REQUIRE RELOCATION). THIS PROPERTY IS NOT LOCATED IN THE 100 YEAR ``. FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY ( PANEL NO. 48041 CO 144C; EFFECTIVE DATE; JULY 1992). 2 4 PLAN VIEW dSELECT DESIRED MOUNT 1-10" SCHEDULE 40 PIPE (1.9 " 0. D. TUBE) 1 ELEVAT V IEW E 2' -1 3/16 "ti" 2 E LEVATION VI E 17' VICINITY MAP NOT TO SCALE o �'` EXISTING CONCRETE CURB, SIDEWALK AND DRIVEWAY SCALE IN FEET TO BE REMOVED 0 10 20 PLANS PREPARED BY: CIVIL & ENVIRONMENTAL CONSULTANT , I C. GENERAL NOTES 1. EXISTING SERVICE STATION, PUMPS, C ON, GAS UM S, UNDERGROUND TANKS AND MONITORING WELLS TO BE REMOVED. 2. WATER AND SANITARY SEWER LEGEND WATER DEMAND: MIN. 0 gpm AVG. 10 gpm MAX. 21.5 gpm - SEWER LOADING: MAX, 1,-400 gpd_ 3. FIRE LANE IS NOT REQUIRED. (PROPOSED BUILDING IS LOCATED WITHIN 150 FEET OF PUBLIC RIGHT -OF -WAY), 4. CONTRACTOR TO VERIFY LOCATION OF 2" WATER SERVICE, (MAY REQUIRE RELOCATION). THIS PROPERTY IS NOT LOCATED IN THE 100 YEAR ``. FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY ( PANEL NO. 48041 CO 144C; EFFECTIVE DATE; JULY 1992). 2 4 PLAN VIEW dSELECT DESIRED MOUNT 1-10" SCHEDULE 40 PIPE (1.9 " 0. D. TUBE) 1 ELEVAT V IEW E 2' -1 3/16 "ti" 2 E LEVATION VI E 17' VICINITY MAP NOT TO SCALE o �'` EXISTING CONCRETE CURB, SIDEWALK AND DRIVEWAY SCALE IN FEET TO BE REMOVED 0 10 20 , f bE-B 2 4 R. Plui h � c u . �; py Z Z cl) m r w .a p r z CL 0 w SHEET: 1 p Q � U U) � r — cu X 0 N Q— m J >, :c 0 UU Lo N t6 >+ O co Q E c: O O 00 0 co --) (D = 00 , f bE-B 2 4 R. Plui h � c u . �; py Z Z O m I= w a. p c� z U 0 w SHEET: 1 p Q � w w � r — , f bE-B 2 4 R. Plui h � c u . �; py U) DATE: 02 -06 -03 m DRAWN BY: X CHECKED BY: c� SCALE: SHEET: 1 � o U) cu U) 0 U Q— w :c 0 UU O , f bE-B 2 4 R. Plui h � c u . �; py REVISIONS: DATE: 02 -06 -03 JOB #: DRAWN BY: CTF CHECKED BY: SCALE: SHEET: 1 OF 1 , f bE-B 2 4 R. Plui h � c u . �; py M 0 i q a M Q a CL I-- Q W t C) } o Qo'4f � o\b�l �R4 J Fnd.1 /2 "1,R,- 1.. .i Power iPole � PROPOSED GALVAN ZED'' SHEET METAL TRASH E NCLOSURE WITH I :..:.....• :3 . GALVANIZED CORRUGAT 0 ;: .�..::,, ...:::.:.:::::•::;:::.. 3: < �' : < < >rir -¢ DOORS METAL OOR (S ER •,, ' ��t : • �� ," �r��- ARCHITECTURAL P4NS 1 j Licht I z I X 3: v I a' I r�o• . p� a 6 .t ;'�hS .,.i: ib... i .,: F.•:.. ?:';t -. l:.k. <..C, + < >!. I �J'r� r: ^Gi::i ..r+:,: : /...:'�:, f >. h.ff`:i9A✓ II :rr:a ^ «., f�:� ♦ .ary,. < Vii`./ ':fa . .:�:i I T C} snr 0 1 1 l - .'il'l: %�� b :v ./E•e:: ,. J' ifoA2f /`. � wi�r<i:.. . Y. > I �':li<Ci. >.' ...v=9 �':)l =:'✓•� o.:k::..s 1.., %a. .<nr s2lA ^i<-f~ I I <!grr.. 4.1.n:>•'t. i3iik. � 1 `rs> I (.7 s. ...... R'.. �Ya• f:'C! ^s I l uj vd . 7s %: f,u? E' n�Jw. 1 l' u} r L! ^ ifYr !<a , ?S'k� .Hf "f%Eis � �•£ 'r33}'J:'a. of .. ' y s.s` ,iso3:. <�if• <:;J!'{;I,:.. >;{ Go I +•� I . p {h O.- irisVg<r z ? Ay% <z;i; gi g' ^ . CURRENT ZONING: NG -2 I zr % <:' %s % y� z >' %.z <'�' <, � if•' >�/„��.3v sv ?z 4 �� i <.:hl; =�'s ; >?I:E: v {::;fi sc£:'+>�; <:�.::<'::� W ter Meter X. SIGN IG N TO BE >k ;a REMOVED �.:.:'� ix: >.., %' : i . < :�. I ICI •.._ ,�. ;.,... n.:. a � � R� a � , �> Chiseled "X "--,, v Gas Met �= Now or Formerly � 2Q7,620 Sq.Ft, International House of Pancakes _ Cahn C. CUlpepper III i O � _ J CURRENT ZONING: NG -2 1 .� (1190/466) U PROPOSED ''. I Q -! ....�... _.,. I - — — — 0 4 2 WIDE I�g��'IX, Gas Meter I I CURB CUT T S Verizon Telephone Line W I '1�516 PROPOSED I _ 2 WIDE 5 �,g T- _I T (Underground) T N T T — — — — — — ` •�•...,_ __ _._ ._._. _... _._ -_ .._ ,_ __ _._ ..._ ,.. •.•_ _.....�- I'_- -- -- .- „..... _. 43100” q - 164.74' (Deed), 1 -" -- ••., .- . Concrete Nail ..e. Iy- in Asphal , f/ I 11 I n1 J M adrax O 1 -1 /2" SCHEDMILE 40 PIPE 0.9b 0. D. TLPE) TOTAL PROVIDED: 28 SPACES ( INCLUDES 2 HANDICAP C ) , Y t. FLOOD P N L L D LA DATA 'J nn S THIS PROPERTY IS NOT LOCATED IN THE 100 YEAR FL HAZARD AREA A ESTABLISHED FLOOD ZA S ES BLISHEO BY THE F EMERGENCY MAN E FEDERAL MANAGEMENT AGENCY ( P ANEL NO, 48041 CO144C; EFFECTIVE DATE; JULY 1992), � -�- EX. LIGHT _ POLE TO BE Fit REMOVED PROPOSED RO SED 0 • 1,500 GAL, GREASE INTERCEPTOR POSED CONCRETE - SIDEWALK _ - - 'c Yr17 2 CITY OF COLLEGE STATION STRUCTION STANDARDS) C\/ PROPOSED CONCRETE DRIVEWAY (PER CITY OF COLLEGE (7 STATION CONSTRUCTION STANDARDS) PAVEMENT MATERIALS O 2,0" ASPHALT CONCRETE (85 -100) OR AC -20 (STANDARD DUTY PAVEMENT) 02 BITUMINUOS PRIME COAT (RC -20, MC -70, RS -2, RS -1, OR RT -2) 0 0.35 GAL. /S,Y, 7" CRUSHED LIMESTONE BASE (�4 SUBGRADE PREPARATION (LIME TREATED) (12" MIN DEPTH) 6" EXTRUDED CONCRETE CURB VARIES VARIES VARIES 2 '` 1 ~ MAX . 1/$ PER FT, (MINI) 1/8" PER FT. (MIN.) TYPICAL PAVEMENT DETAIL NOT TO SCALE III 7 PROPOSED 4 SANITARY SERVICE Co PROPOSED `J s CLEANOUT (TYP) �'h� 0r Telephone Manhole o Chiseled "X1, - �; 63L - Q a 2' -1 3/16•ti• PLAN VIEW [SELECT DESIRED MOUNT 2 ELEVATION VIEW E 318 "0 X 6 ", I I MOUNTING PLATE ANCHOR ROD THRU HOLE °' :' • LAG BOLT •'�.1�'' } , \ GRANULAR SE( ITI CONCRETE NATIVE SOIL PROJECT ZONING INFORMATION STREET ADDRESS: 815 W, UNIVERSITY DR, COLLEGE STATION, TX 77840 ZONING: NG -2 COMMERCIAL NORTHGATE ACREAGE: 0.424 ac, TENANT: CHIPOTLE MEXICAN GRILL 5117 MAULDING PASS AUSTIN, TX 7874., 9 PHONE: 5121358 0647 CONTACT: SCOTT SHIPPEY OWNER: CHARLIE NORTHINGTON 4407 BEE CAVES ,ROAD, SUITE 112 AUSTIN, TX 78746 PHONE: 512.32919947 , FAX: 512,329.9948 BUILDING D ATA BUILDING HEIGHT: (AVERAGE) 18' -0" FLOOR AREA: BUILDING 1,984 S.F. PATIO 548 S.F PROPOSED USE: RESTUARANT W 0 DRIVE '1 TH (/ RU) P P PARKING SPACES TOTAL E 1 P ACES OT L RE UIR D 3 S Q DATE REVISION RECORD DESCRIPTION VICINITY MAP NOT TO SCALE r,'�IT DTI Fp� PROPOSED CURB & GUTTER - -- - TYPICAL FOOTING DETAIL PL4�! ; (PER CITY OF COLLEGE STATION '� ,_,( CONSTRUCTION STANDARDS) L,LI INGROUND �\ ❑SURFACt MOUNT SCALE IN FEET NOTES: (AS SH WN) 0 10 20 (� 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICA'!ONS. ' v 2. DO NOT SCALE DRAWINGS. 3. CONSULTANT TO SELECT COLOR, SEE MANUFACTURER'S SPECIFICATIONS. 4. SEE SITE PLAN FOR LOCATION OR CONSULT OWNER. C vy 5. SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. 6. CONTRACTORS NOTE: FOR PRODUCT AND PURCHASING INFORMATION VI511 www.PRO, -CTmorkets,te.com REFERENCE NUMBER 302 -005 0.74 C.F. CONCRETE PER L.F. 2� NOTE: PORTLAND CONCRETE EXTRUDED CURB, DOWEL CURB INTO PAVEMENT APPROXIMATELY 36" ON CENTER EXTRUDED CURB DETAIL NOT TO SCALE- GENERAL NOT EXISTING SERVICE STATION, GAS PUMPS, UNDERGROUND TANKS AND MONITORING WELLS TO BE REMOVED. WATER AND SANITARY SEWER LEGEND WATER DEMAND: MIN. 0 gpm AVG. 10 gpm MAX. 21.5 gpm SEWER LOADING; MAX.1,400 gpd MADRAX, INC, —E — EXISTING ELECTRICAL LINE 2210 PINEHURST DRIVE MIDDLETON, WI 53562 (800) 448 -7931 — W — EXISTING WATER LINE PHONE: (608) 831 -9040 FAX; (608) 831 -7623 www.madrox.com DIRECTION OF SURFACE WATER FLOW BICYCLE RACK DETAIL NOT TO SCALE SHEET INDEX SHEET TITLE 1 PRELIMINARY SITE DEVELOPMENT 'PLAN 2 SITE SURVEY 3 PRELIMINARY LANDSCAPING PLAN 4 PRELIMINARY IRRIGATION PLAN �� . . 2 ea � �. n.aao n.. ...a...amca . /' J .. THOMAS C. PiCKERING �/. \ oa B.oaaNaB oo6o1 •e•aa•q•••jpa N00 a PLANS PREPARED BY: uii� CIVIL & ENVIRONMENTAL CONSULTANTS, INC. anning e Civil & Environmental Consultants, Inc. 400 Lazelle Rd,, Suite 1 Columbus, OH 43240 (614) 540 -6633 • (888)598 -6808 Cincinnati, OH • Pittsburgh, PA Indianapolis, IN • Nashville, TN CHIPOTLE MEXICAN GRILL m 1 STORE #0408 815 W. UNIVERSITY DR. COLLEGE STATION, TX 77840 DATE 1 -31 -03 APPROVED BY: DW BY wfp Q SCALE: 1 " =10' TC P CHKD. BY: D B B PRELIMINARY SHEET 1 OF 3 ; SITE DEVELOPMENT DRAWING NUMBER PLAN 230038 0 3lop ov3oq LEGEND aas — — PROPERTY LINE 0 PROPERTY CORNER — — — — — EASEMENT OR SETBACK RAW RI GHT F GH 0 WAY '• PROPOSED 4" CONCRETE SIDEWALK PROPOSED CONCRETE EXTRUDED CURB PROPOSED PAVEMENT STRIPING PROPOSED 6" REINFORCED PAVING P P E D CONCRETE AVI G DUM S R PAD D PROPOSED ASPHALT CONCRETE X 755.5 PROPOSED PAVEMENT ELEVATION X (752,5) PROPOSED PAVEMENT ELEVATION MEETS EXISTING 7 7 X 5 .5 PROPOSED TOP OF CASTING ELEVATION TC EXISTING BUILDING EXISTING POWER POLE - EXISTING LIGHT POLE 0 EXISTING METAL LID 0 EXISTING MONITOR WELL o EXISTING WATER METER. EXISTING GAS METER — T — EXISTING TELEPHONE LINE r,'�IT DTI Fp� PROPOSED CURB & GUTTER - -- - TYPICAL FOOTING DETAIL PL4�! ; (PER CITY OF COLLEGE STATION '� ,_,( CONSTRUCTION STANDARDS) L,LI INGROUND �\ ❑SURFACt MOUNT SCALE IN FEET NOTES: (AS SH WN) 0 10 20 (� 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICA'!ONS. ' v 2. DO NOT SCALE DRAWINGS. 3. CONSULTANT TO SELECT COLOR, SEE MANUFACTURER'S SPECIFICATIONS. 4. SEE SITE PLAN FOR LOCATION OR CONSULT OWNER. C vy 5. SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. 6. CONTRACTORS NOTE: FOR PRODUCT AND PURCHASING INFORMATION VI511 www.PRO, -CTmorkets,te.com REFERENCE NUMBER 302 -005 0.74 C.F. CONCRETE PER L.F. 2� NOTE: PORTLAND CONCRETE EXTRUDED CURB, DOWEL CURB INTO PAVEMENT APPROXIMATELY 36" ON CENTER EXTRUDED CURB DETAIL NOT TO SCALE- GENERAL NOT EXISTING SERVICE STATION, GAS PUMPS, UNDERGROUND TANKS AND MONITORING WELLS TO BE REMOVED. WATER AND SANITARY SEWER LEGEND WATER DEMAND: MIN. 0 gpm AVG. 10 gpm MAX. 21.5 gpm SEWER LOADING; MAX.1,400 gpd MADRAX, INC, —E — EXISTING ELECTRICAL LINE 2210 PINEHURST DRIVE MIDDLETON, WI 53562 (800) 448 -7931 — W — EXISTING WATER LINE PHONE: (608) 831 -9040 FAX; (608) 831 -7623 www.madrox.com DIRECTION OF SURFACE WATER FLOW BICYCLE RACK DETAIL NOT TO SCALE SHEET INDEX SHEET TITLE 1 PRELIMINARY SITE DEVELOPMENT 'PLAN 2 SITE SURVEY 3 PRELIMINARY LANDSCAPING PLAN 4 PRELIMINARY IRRIGATION PLAN �� . . 2 ea � �. n.aao n.. ...a...amca . /' J .. THOMAS C. PiCKERING �/. \ oa B.oaaNaB oo6o1 •e•aa•q•••jpa N00 a PLANS PREPARED BY: uii� CIVIL & ENVIRONMENTAL CONSULTANTS, INC. anning e Civil & Environmental Consultants, Inc. 400 Lazelle Rd,, Suite 1 Columbus, OH 43240 (614) 540 -6633 • (888)598 -6808 Cincinnati, OH • Pittsburgh, PA Indianapolis, IN • Nashville, TN CHIPOTLE MEXICAN GRILL m 1 STORE #0408 815 W. UNIVERSITY DR. COLLEGE STATION, TX 77840 DATE 1 -31 -03 APPROVED BY: DW BY wfp Q SCALE: 1 " =10' TC P CHKD. BY: D B B PRELIMINARY SHEET 1 OF 3 ; SITE DEVELOPMENT DRAWING NUMBER PLAN 230038 0 3lop ov3oq F F LER WAW-\ LEAD WIRES TO CONTROLLER wau NOTE: MOUNT MINI- CLIK ON ANY SURFACE WHERE IT WILL BE EXPOSED TO UNOBSTRUCTED RAINFALL, BUT NOT IN THE PATH OF SPRINKLER SPRAY, L1Lt`9aJ- 11� -r�J -" PRO -C CONTROLLER (OUTDOOR) 110 SCALE INSTALLATION DETAIL L CV-VFOX PLASTIC VALVE BOX WITH COVER \ I- FI;iISHGRADE so' ELL -PVC scHEO E :D e� CONTROL VIRE - - -- -�- TO SPRIT IKLERS SCHEDULE EO PVC NIPPLE h'AIN LINE FITTING MAIN SUPPLY LINE [E{,°" ICV IN VALVE BOX UO sous INSTALLATION DETAIL L J U O m � L _ 1/2 PIPE & WIRE TRENCHING IRRIGATION SLEEVING F FINISH GRADE - MODEL PROS -04 SPRAY HEAD HURTER SWING JOINT PVC TEE - PVC LATERAL LINE �� PROS -04 SPRAY HEAD 110 SCALE INSTALLATION DETAIL SWING \ .„ . NOTE: MOUNT FREEZECUK DITT OF DIRECT FREE AIR R CIRCU r AND WHERE CIRCUtATIQN IS NSSIBLE U MINI -CLIK Lv � ' FREEZE -CLIK NO SCALE INSTALLATION DETAIL I'° ;CALF INSTALLATION DETAIL n� °aQ 4•.y, 4b� /4.. o' 1, /2" 0 2 ... 1 i T O.......... ..... . 573 ' 1 t X19 A J O l i i I i. 4 I ; I Water Source 1, Zone 5 „„ 3/ Y 9 � a �a' Flow: 26.38 �p 1 ' System Components Loss 4 p 3/ I \ .� 3/4" /. " �0Q �\ " --------- ------------------------------------- ' caM \ '`.� b 1 / Q Q5`' Service Line: 0.61 i4° Water Meter: ,1 / 2 " 3/ 6 01 Backflow:5 0 10 20 40 60 72 " Master Control Valve: U I /4" Mainline: 1.0 L` / ;a�' �1� Control Valve: 3 ! 4 11 F Lateral Line: 74 2 - /2" -1 Elevation: 0 1 �� _ 20v 2" yA6° � � X 12 , � Sprinkler Requirement: 30 ------------------------------- -- - - -- --- - - - - -- s`ro - iii Total Design Pressure: 41.97 j // o Available ss's, \\` i 1 " J - Static Pressure 55 _ _ -__ -------- W, D / Residual Pressure: 13.03 I a "D o z20A9 9 GPM 112" Pressure Vacuum Breaker 1/2 3" Sch. 40 Sleeve " 112IMgatlonMeter Irrigation Quantity Symbol Description Part Number Pressure Flow Radius 6 0 Hunter 10A -120 PROS -04 10A 30 0.65 10 6 0 Hunter 10A -180 PROS -04 10A 30 0.97 10 Gr p` 6 0 Hunter 1 OA -90 PROS -04 10A 30 0.49 10 2 0 Hunter 12A -120 PROS -04 12A 30 0.95 12 11/2 Water Meter 13 0 Hunter 12A -180 PROS -04 12A 30 1.42 12 PRESSURE VACUUM BREAKER 1 0 Hunter 12A -270 PROS -04 12A 30 2.14 12 Water Meter Information 5 0 Hunter 12A -45 PROS -04 12A 30 0.36 12 PVC OR GALVANIZED ELL Meter Size • 1 1/2 inch meter 10 0 Hunter 12A -90 PROS -04 12A 30 0.71 12 Static Pressure: 55 4 0 Hunter 7A-1 20 PROS-04 7A 30 0.65 7 PVC, GALVANIZED OR BRASS Change in Elevation: 5 57 0 Hunter 7A-1 80 PROS-04 7A 30 0.97 7 `- UNION (AS REQUIRED) Service Line Information 1 0 Hunter 7A -270 PROS -04 7A 30 1.46 7 _________________ _ __ _ _ __ 1 Hunter 7A -45 PROS -04 7A 30 0.24 7 - - - - -- - - - - -- SCHEDULE 80, GALVANIZED OR - -- -� -- - - - - - -- O BRASS NIPPLES (AS REQUIRED) Pipe Category: Type K Copper 13 0 Hunter 7A -90 PROS -04 7A ! 30 0.49 7 Pipe Size: T pe K Copper 1 1 , 'i 1 Hunter LCS-51 5 SRS-04 LCS -515 30 0.65 15 FINISH GRADE Length: 2 O Velocity • 9.3122 14 0 Hunter PS 5S -S PROS -04 5S -S 25 1.2 30 MINIMUM 1 0 Hunter RCS -515 SRS -04 RCS -515 30 0.65 15 Recommendations 1 v Rain Bird 12H 1804 12H 30 1.3 12 ------- ------- ---- ----- -- MAINUNE ® M ax i mum la - - ------- - - - - - -- - - -' - -- 1 1 1/2 inch meter Recommended Flow: 50 / 1 ® Febco 765 -1 1/2" 765 -1 1/2" PVC OR GALVANIZED ELL A va i la bl e Working Pressure: 45.33 6 IS Hunter ICV -101 G ICV -101 G NOTE: 1 ® Hunter PC -600 PC -600 INSTALL 12" ABOVE HIGHEST HEAD PER MANUFACTURER'S 42.25 _ Schedule 40 1 1/2" RECOMMENDATIONS 96.94 - Schedule 40 1 1/4" INSULATE PER LOCAL CODES 156.71 _ Schedule 40 1" 605.94 _ Schedule 40 1/2" P 367.58 _ Schedule 4021/2" PRESSURE VACUUM BREAKER � 76.14 _ Schedule 40 2" 186.06 _ Schedule 40 3/4" i General Quantity Symbol Description Part Number 1272.26 14 Gauge Z (7 W 0 Z Z o � F Q ry a � W 0 w W z / V! IO -+-� n X ' CU W '--� CU .--+ CID A 0 N Q ry -j CO Q CU >1 L0 Q_ Q O U U i� E • ♦ Q 0 /y \ W I 0 co ` T Cfl 00 Z (7 W 0 Z Z o � F Q ry a � W 0 w W z REVISIONS: Revision # 1 DATE: 03 -27 -03 JOB #: DRAWN BY: CTF CHECKED BY: CTF SCALE: 1' = 20.0' ,SHEET: � Oc / V! IO -+-� n X ' CU W '--� CU .--+ Q C N Q ry -j CO Q 0 Q_ U U U I 0 REVISIONS: Revision # 1 DATE: 03 -27 -03 JOB #: DRAWN BY: CTF CHECKED BY: CTF SCALE: 1' = 20.0' ,SHEET: � Oc hf. GENERAL NOTES 1. ALL PLANTS SHALL MEET OR EXCEED THE GUIDELINES ESTABLISHED FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 2. ALL PLANTING OPERATIONS SHALL ADHERE TO AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS. 3. CONFIRM LOCATION OF ALL UTILITIES AND SUBSURFACE DRAIN LINES PRIOR TO PLANT INSTALLATION. 4. PLANT LOCATIONS AND BEDS SHALL BE LOCATED BY CONTRACTOR AND APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 5. LANDSCAPE CONTRACTOR SHALL RESTORE ALL LAWN AREAS DISTURBED DURING CONSTRUCTION. U ALL PLANTS IN ACCORDANCE WITH PLANTING 7. INSTfLS. DET 6 PLARJING BEDS SHALL HAVE MINIMUM 3" DEEP SHREDDED HARDWOOD BARK MULCH. MULCH HEDGES IN A CONTINUOUS BED. 8, ALL PLANTING BEDS TO BE TILLED AND BACKFILLED WITH TOPSOIL TO A MINIMUM DEPTH OF 17. APP f!OVED EQUAL. 9. LAWN AREAS TO BE BACKFILLED WITH 6" DEPTH TOPSOIL. 10. ALL PLANTING BEDS TO BE FERTILIZED WITH 10-10 -10 OR 11. CONTRACTOR TO DETERMINE PLANT LIST QUANTITIES FROM THE PLAN. CONSULTANT: GLA'V'AN Fc.HtR ARCHITECTS INC, 2 V- 1IRAN0VA PLAC'.E f` i�I.IJMBk)S, OHIO 43V 5 T E 6 1 A 2 2 8 3 4 0.3 FAX 61 4.225.3;337 1.1 S A COPYRIGHT 2001 THIS DRAWING IS AN INSTRUMENT OF SERVICE, AND AS SUCH, REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL INC.. PERMISSION FOR USE OF THIS DOCUMENT 19 LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL INC.. 1 543 WAZEE STREET DENVER, COLORADO 80202 PHONE (303) 595-4000 FAx: (303) 595 -4014 INTERNET: WWW.CHIPOTLE.COM a a c 1 N c c c c i i I c , c i e c BRVCK BUILDING (Storage for McDonald's) PLANT LIST , I 1 REMOVE DEj INJURED LI NORMAL SH. CUT MAIN L J c MULCH COU REMOVE TOF 5 BURLAP �I. w PLANT MIX Z EVERGREEN TREE PLANTING N.T.S. REMOVE DE. INJURED Uh NORMAL SH CUT MAIN l MULCH COL REMOVE TOF BURLAP PLANT MIX DECIDUOUS TREE PLANTING 1 N.T.S. LIMIT AMOUNT OF PRUNING TO 1/3 OF TOTAL BRANCH AREA TO COMPENSATE FOR LOSS OF ROOTS FROM TRANSPLANTING OR TO REMOVE DEAD OR INJURED LIMBS. RETAIN NATURAL SHAPE, 3" DEEP HARDWOC BARK MU GRCULAF SAUCER REMOVE CONTAINI TOP 1/3 PLANTING SCARIFY ANDREC.,m. �... G HRUB S P LANTI NG i N.T.S. SEE PLANT UST FOR SPACING „ FROM EDGE OF PLANTING BED I--- 2" DEEP SHREDDED BARK MULCH 2" DEPTH PEAT MOSS 6 OF TOPSOIL INTO THE 12" DEPTH PREPARED BED FERTILIZE PER SPECS 4' GROUNDCOVER PLANTING N.T.S. LANDSCAPE POINT REQUIREMENT 1. REQUIRED POINTS= 30/1000 SF OF SITE 30 x 18,500 SF OF SITE AREA = 555 POINTS 2. REQUIRED POINTS FOR FRONTAGE = 300/50 LF OF FRONTAGE 300 x 150 LF OF FRONTAGE = 900 POINTS 3. TOTAL POINTS REQUIRED =1455 'so QTY. KEY B OTANICA L NAME COMMON NAME SIZE COND. REMARKS TYPE POINTS CANOPY TREES 5 UP Ulmus parvifolia s emperviren s Chinese Elm 2.5 Cal. B &B CANOPY TREES 750 3 CC NON-CANOPY TREES Cercis canadensis 'texenis' Texas Red Bud 1.5 Cal. B &B NON - CANOPY TREES 120 SHRUBS 2a IB Ilex 'Burford' Burford Holly 5 Gal SHRUBS 270 15 JS Juniperus ch. 'Sea Green' Sea Green Juniper 5 Gal SHRUBS 150 12 TO TW orientalis Oriental Arborvitae 6 -7' B &B SHRUBS 120 PERENNIALS / GRASSES 24 PH Pennisetum a 'Hameln' Dwarf Fountain Grass 3 Gal SHRUBS 240 16 RF Rudbeckia f 'Goldstrum' Black Eyed Susan 1 Gal. 1 �' O.C. 27 CG Coreo sis g. 'Bab Sun' Baby Sun Coreo sis 1 Gal 24" O.C. TOTAL POINTS 1 00 O w �" to O (n W CL C� > H O J z to Q Lo U T UJ oo J J O U Issue Record: 01.31.03 PRC 02.21.03 PRC — 2 03.07.03 PRC — 3 08.01.03 Construction Set Revtsine: 0 02.2 1.03 PRC — 2 03.07.03 PRC — 3 08.01.03 PRC — 4 Drawn: wfp Checked: NEW Project No. CMG066 contents: LANDSCAPE PLAN C700 Date of Lest Print: 08 -01 -03 CONSULTANT: GLAVAN FEHtR ARCHITECTS INC. 2 MI RANOVA PLACE COLUMBUS, OHIO 4321 T E L 6 1 4 . 2 2 8— 3 4 0 0 F A X 6 1 4 . 2 2 8. 3 3 3 7 W W W . G L A V A N. C 0 M U S A UNIVERSITY DRIVE g 3 I EXE�NIDED SITE PLAN A�05 EXTENDED Q 11507" = 1'- 0" n F r g%_A AR CHITECTURAL SITE PLAN 1 � /16" = 1' - 0 ° COPYRIGHT 21301 THIS DRAWING IS AN INSTRUMENT OF SERVICE, AND AS SUCH, REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL INC.- PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL INC.. 1 S43 WAZEE STREET DENVER, COLORADO 80202 PHONE: (303) 595-4000 FAX: (303) 595 INTERNET: WWW.CHIPOTLE.COM Checked: NEW Project No. CMG066 Contents: Architectural Site Plan A 005 PLAN NORTH Date of Last Print: 07.08.2003 0 d 00 Z ry r-- 00 0 O x 0 — F F < H 0 F Fn z ZN-1 U of 0 U-1 LLJ 0 W > F- < w LLJ F- 0 V) F- 0 0 Lo LLJ V- 0 00 U-1 0 Issue Record: 01.31.03 PRC 02.21.03 PRC - 2 03.07.03: PRQ - 3 - PERMIT 05.07.03 CONSTRUCTION Revisions: 03,07.03 PRC - 3 MnM 04.11.03 NEW STANDARDS COMMENTS 05.07.03 CONSTRUCTION Drawn: CO, BCM Checked: NEW Project No. CMG066 Contents: Architectural Site Plan A 005 PLAN NORTH Date of Last Print: 07.08.2003 16' -1 1/8" 4 A006 6 "0 SCHEDULE 80 x 1' -O "STEEL PIPE PIVOTS - PROVIDE STL. SHIM BETWEEN PIVOT & BOLLARD - WELD PIVOT TO DOOR - SHOP PRIME & PAINT GALVANIZED FINISH 6 "0 SCHEDULE 80 x 1" STEEL PIPE — TRASH ENCLOSURE DOOR: - -- 2" x 2" x 114" STL. ANGLE STILES & RAILS W/ 1 -1/2" GALV. CORRUGATED DECKING (LEAVE RAW) & 1 -1/4" x 1 -114" x 3/16" STL. ANGLE BRACE - SHOP PRIME ANGLES & PAINT W/ 2 COATS GALVANIZED FINISH TYP, . 3/16 5 "0 SCHEDULE 40 STL. BOLLARD GROUT SOLID & ROUND & TROWEL @ TOP. EMBED 2' -3" INTO CONCRETE PIER - PAINT GAAVANIZED FINISH 1/ 8 —` TYP ��1IIIII ��IIIIIIIIIIIII111 I IIII &� .P 0 i 0 2 EAST ELEVATION A006 1/2" = 1' -0" BIKE RACK CIRCA 2000 (CIR- 8 -IG -S) MADRAX, INC. 800 - 448 -7931 CONSULTANT: GLAVAN FEHER ARCHITECTS INC. 2 M I R A N O V A PLACE COLUMBUS, OHIO 43215 T E L 6 1 4 2 2 8 3 4 0 0 F A X 6 1 4 2 2 8 3 3 3 7 W W W G L A V A N C O M U S A COPYRIGHT 2001 THIS DRAWING IS AN IN- STRUMENT OF SERVICE, AND AS SUCH, REMAINS THE PROPERTY OF CHIPOTLE MEXICAN G RILL INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL INC.. 0 I DUMPSTER WALL PLAN 1/2 = 1' -0" 20 GA. GALVANIZED METAL COPING CONTINUOUS 2X6 TREATED GIRT (TYP) GALVANIZED CHAIN LINK FENCE POST 20 GA GALVANIZED MTL. SHEET OVER 314" EXTERIOR SHEATHING 2 -1/2" STEEL U- CLAMPS BOLTED TO GIRTS CONCRETE SIDEWALK CONCRETE PIER TO FROST DEPTH 6 DUMPSTER WALL SECTION A006 3/4" = 1' -0" M GALVANIZED CHAIN LINK FENCE POST 2 -1/2" STEEL U- CLAMPS BOLTED TO GIRTS CONTINUOUS 2X6 TREATED GIRT (TYP) 20 GA GALVANIZED END CAP 6 "0 SCHEDULE 80 STEEL PIPE PIVOT - PROVIDE STL. SHIM BETWEEN PIVOT & BOLLARD - SHOP PRIME & PAINT GALVANIZED FINISH 2" x 2" x 1/4" STL. ANGLE DOOR FRAME (STILES & RAILS) - WELD TO DOOR PIVOT - SHOP PRIME & PAINT GALVANIZED FINISH 1 -1/2" GALV. CORRUGATED MTL. DECKING (LEAVE RAW) - WELD TO DOOR FRAME AS SHOWN 5 "0 SCHEDULE 40 STL. BOLLARD GROUT SOLID & ROUND & TROWEL @ TOP - PAINT GALVANIZED; ENCASE IN 24" DIA CONCRETE BASE 36" DEEP. 20 GA GALVANIZED STL OVER 3/4" EXTERIOR SHEATHING DUMPSTER WALL DETAIL A006 1 1/2" = 1' -0" CLOSER HASP, SEE 8/AO06 22 GA.. GALV. MTL. COPING (LEAVE RAV W/ CONT. DRIP ED( @ EA. SIDE 20 GA. GALV. MTL. W/ EXPOSED GALVANIZED (LEAVE RAW) 20 GA. GALV. MTL. CORNER (LEAVE RA 20 GA. GALV. MTL BASE (LEAVE RAW) 4 WEST ELEVATION A006 1/2" = 1' -0" h B TYP. CANE BOLT DETAIL 1/8" BAR IN "ZEE" PROFILE, 1" WIDE - PROFILE TO ACCEPT CANE BOLT - WELD TO FRAME - SHOP PRIME & PAINT W/ 2 COATS GALVANIZED FINISH TRASH ENCLOSURE DOOR: 2" x 2" x 1/4" STL. ANGLE STILES & RAILS W/ 1 -1/2" GALV. CORRUGATED DECKING (LEAVE RAW) & 1 -1/4" x 1 -114" x 3/16" STL. ANGLE BRACE - SHOP PRIME ANGLES & PAINT W/ 2 COATS GALVANIZED FINISH PIPE SLEEVE - WELD TO FRAME - SHOP PRIME & PAINT W/ 2 COATS GALVANIZED FINISH BOTTOM OF GATE 3/4" DIAMETER STEEL CANE BOLT - SHOP PRIME & PAINT W/ 2 COATS GALVANIZED FINISH CONCRETE PAVING 1 1/2" I.D. x 6" LONG STEEL PIPE SLEEVE FLUSH WITH TOP OF PAVING- PROVIDE AT CLOSED AND FULLY OPEN POSITION, TYPICAL v I 22 GA. GALV. MTL. — COPING (LEAVE RAW) W/ CONT. DRIP EDGES @ EA. SIDE 20 GA. GALV. MTL W/ EXPOSED GALVANIZED (LEAVE RAW) 20 GA. GALV. MTL CORNER (LEAVE RA 20 GA. GALV. MTL BASE (LEAVE RAW) iv I� 0 3 NORTH ELEVATION A006 1/2" = 1'4 22 GA. GALV. MIL. COPING (LEAVE RAW) W/..'-CONT. DRIP EDGES @ EA. SIDE 20 GA. GALV. MTL W/ EXPOSED GALVANIZED (LEAVE RAW} 20 GA. GALV. MTL CORNER (LEAVE RAW) 20 GA. GALV. MTL BASE (LEAVE RAW) TYP GRADE P � o Z D CONCRETE 3/8 "0X6" ANCHOR ROD THRU HOLE LAVANIZED FINISH 3' -6" CLOSER HASP, SEE 8/AO06 5 SOUTH ELEVATION A006 1/2" = V -0 (1.90" 0. D. TUBE) N s:1 _:i5 NATIVE SOIL 9 BIKE RACK FOOTING DETAIL A006 3/4" = 1' -0" TRASH ENCLOSURE DOOR: " x 2" x 1/4" STL. ANGLE STILES & AILS W/ 1 -1/2" GALV. CORRUGATED ECKING (LEAVE RAW) & 1 -1/4" x -1/4" x 3/16" STL. ANGLE BRACE - HOP PRIME ANGLES & PAINT W/ 2 OATS GALVANIZED FINISH "O SCHEDULE 8G x 1" STEEL PIPE 7 0 SCHEDULE 80 x 1' -0 "STEEL PIPE IVOTS - PROVIDE STL. SHIM BETWEEN IVOT & BOLLARD - WELD PIVOT TO OOR - SHOP PRIME & PAINT ALVANIZED FINISH 3/1� -- 1 TYP "O SCHEDULE 4& STL. BOLLARD ROUT SOLID & ROUND & TROWEL @ TOP. EMBED 2' -37 NTO CONCRETE PIER - PAINT 20 GA. GALVANIZED METAL COPING, LEAVE RAW CONTINUOUS 2X6 TREATED GIRT (TYP), PAINT CHIPOTLE RED GALVANIZED CHAIN LINK FENCE POST 20 GA GALVANIZED MTL. SHEET OVER 314" EXTERIOR SHEATHING, PAINT CHIPOTLE RED 2 71/2" STEEL U- CLAMPS BOLTED TO GIRTS CONCRETE SIDEWALK CONCRETE PIER TO FROST DEPTH , SCREEN WALL DETAIL A006 314" = 1' -0" 1 543 WAZEE STREET DENVER, COLORADO BO2O2 PHONE: (303) 595-4000 FAX: (303) 595-401 4 INTERNET: WWW.CHIPOTLE.COM 0 .4- 00 z o 0o 0 X o . . F— 2 Q 0 w 41z U) W 0 W �- 0:� W z F- R J U) CO 0 ,- W U D 0 o0 W J J 1 S 0 U Issue Record: 01.31.03 PRC C 02.21.03 PRC - 2 03.07.03 PRC - 3 - PERMIT 05.07.03 CONSTRUCTION 4 4 P P N) e . . . o . D G > . . 3 e . . . . G 4P s GRADE P � o Z D CONCRETE 3/8 "0X6" ANCHOR ROD THRU HOLE LAVANIZED FINISH 3' -6" CLOSER HASP, SEE 8/AO06 5 SOUTH ELEVATION A006 1/2" = V -0 (1.90" 0. D. TUBE) N s:1 _:i5 NATIVE SOIL 9 BIKE RACK FOOTING DETAIL A006 3/4" = 1' -0" TRASH ENCLOSURE DOOR: " x 2" x 1/4" STL. ANGLE STILES & AILS W/ 1 -1/2" GALV. CORRUGATED ECKING (LEAVE RAW) & 1 -1/4" x -1/4" x 3/16" STL. ANGLE BRACE - HOP PRIME ANGLES & PAINT W/ 2 OATS GALVANIZED FINISH "O SCHEDULE 8G x 1" STEEL PIPE 7 0 SCHEDULE 80 x 1' -0 "STEEL PIPE IVOTS - PROVIDE STL. SHIM BETWEEN IVOT & BOLLARD - WELD PIVOT TO OOR - SHOP PRIME & PAINT ALVANIZED FINISH 3/1� -- 1 TYP "O SCHEDULE 4& STL. BOLLARD ROUT SOLID & ROUND & TROWEL @ TOP. EMBED 2' -37 NTO CONCRETE PIER - PAINT 20 GA. GALVANIZED METAL COPING, LEAVE RAW CONTINUOUS 2X6 TREATED GIRT (TYP), PAINT CHIPOTLE RED GALVANIZED CHAIN LINK FENCE POST 20 GA GALVANIZED MTL. SHEET OVER 314" EXTERIOR SHEATHING, PAINT CHIPOTLE RED 2 71/2" STEEL U- CLAMPS BOLTED TO GIRTS CONCRETE SIDEWALK CONCRETE PIER TO FROST DEPTH , SCREEN WALL DETAIL A006 314" = 1' -0" 1 543 WAZEE STREET DENVER, COLORADO BO2O2 PHONE: (303) 595-4000 FAX: (303) 595-401 4 INTERNET: WWW.CHIPOTLE.COM i 1 1 Drawn: CO, BCM Checked: NEW Project No. CMG066 Contents: Site Details v' �'i �J Date of bast Print: 07.08.2003 1' -O" 0 .4- 00 z o 0o 0 X 0 F— Q 0 w 41z U) W 0 W �- 0:� W z F- 0 J U) CO 0 ,- W U T— 0 o0 W J J 0 U Issue Record: 01.31.03 PRC 02.21.03 PRC - 2 03.07.03 PRC - 3 - PERMIT 05.07.03 CONSTRUCTION i 1 1 Drawn: CO, BCM Checked: NEW Project No. CMG066 Contents: Site Details v' �'i �J Date of bast Print: 07.08.2003 1' -O" CONSULTANT: GALV- METAL COPING, DO NOT PAINT — GALV. METAL COPING, DO NOT PAINT CHIPOTLE RED SIGN BAND, SEE 3/A205 GALVANIZED METAL PAINT CHIPOTLE RED W/ UNPAINTED EXPOSED FASTENERS, — NOTE: GALVANIZED METAL SHALL BE 20 GA, INSTALLED W/ NO. 8 X 5/8 GALVANIZED SCREWS & NOEPRENE WASHERS AT 8" O.C. AT EXTERIOR LOCATIONS INSTAL GALVANIZED OVER 30 LB FELT PAPER. SEE ELEVATIONS FOR FINISHES. GLAVAN FEHtR ARCHITECTS INC, 2 M1 RANOVA PLACE COLUMBUS, OHIO 43215 T E L 6 1 4 . 2 2 8. 3 4 0 0 SAP PARAPET 'P 18'-0' A.F.F. ROOF LINE — GALVANIZED METAL CANOPY, SEE SHEET A310 HEAD HT. 16-5' A.F.F. 22 GA. GALVANIZED METAL BAND, DO NOT PAINT, SEE 6/A360 - GALVANIZED HOLLOW METAL STOREFRONT (PAINT CHIPOTLE RED) W/ WOOD STILE & RAIL INSET --� I r11JV INni"114., A415 EXT ELEV -- SOUTH 1/4» = f-b" 67H x 12" WIDE OVERFLOW SCUPPER, SEE DETAIL 2/A140, TYP. GALV. METAL COPING, DO NOT PAINT ROOF LINE T.O. PARAPET 18"-0' A.F.F. ROOF ACCESS LADDER, PAINT CHIPOTLE RED SEE DETAIL 5/A320 22 GA. GALVANIZED METAL ACCENT BANDS, DO NOT PAINT, SEE 6/A360, TYP. OF 3 — WALK IN COOLER, W/GALVANIZED METAL FINISH BY COOLER MFR., DO NOT PAINT IL T.O. COOLER T 109 GALVANIZED BASE, DO NOT PAINT Tom_ .O. ENTRY FIN 25-10" A.F.F. 2 1/Z E.I.F.S. W/ "SANDBLAST FINISH" COLOR-CHIPOTLE GRAY (CUSTOM) C.J. C.J. � ' TRY WALL A.F.F. C.J. GALVANIZED HOLLOW METAL FRAME (PAINT CHIPOTLE RED) 2 1/2 E.I.F.S. W/ "SANDBLAST FINISH" COLOR - CHIPOTLE GRAY (CUSTOM) ROOF ACCESS LADDER, PAINT CHIPOTLE RED, SEE DETAIL 5/ A320 2' -2" DIA. EXTERNALLY ILLUMINATED PIN MOUNTED GALVANIZED DISC WITH CHIPOTLE RED PEPPER, SEE 7/A205 22 GA. GALVANIZED METAL ACCENT BAND, DO NOT PAINT, SEE 6/A360 WALK IN COOLER, FINISH W/GALVANIZED METAL BY FOREGROUND, SEE 3/A200 GALV. METAL COPING, DO NOT PAINT I I I ,_I-- - - - - -- -- �- I- ----- - ----- 1 - 1 ---- ----------- FOUNDATION, SEE STRUCTURAL DRAWINGS EXT ELEV - NORTH as 1/4, = 1'-0" SCREEN WALL ELEVATION Z 0 —7 0, 1X = 1' - 0" 2 1/2" E.I.F.S. W/ "SANDBLAST FINISH" COLOR-CHIPOTLE GRAY (CUSTOM) GALVANIZED METAL CANOPY (CANOPY TO BE PAINTED CHIPOTLE RED W/ GALV. SUPPORTS UNPAINTED), SEE SHEET A310 22 GA. GALVANIZED METAL ACCENT BANDS, DO NOT PAINT, SEE 6/A360, TYP. OF 3 PATIO RAILING, SEE SHEET AA1fZ 0. AAIL' PAINT ---------------------------------------------------- — — — — — — — — — — — — — — — I — -- — — -- — — -- — — — — — — -- — — — — — — -- — — --- — -- — — -- — — -- — — — — — — -- — — — — — — -- — — — — — — — -- J NIZED METAL COPING NizED METAL PAINTED [LE RED W/ EXPOSED qER§ DIA, GALVANIZED FENCE HEIGHTS VERY TO FOLLOW -OPE OF WAL ,,j. TO, ENTRY FIN r A.F.F. F A X 6 1 4 . 2 2 8. 3 3 3 7 W W W . G L A V A N. C 0 M U S A COPYRIGHT 2001 THIS DRAWING 15 AN INSTRUMENT OF SERVICE, AND AS SUCH, REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL INC.. 1543 WAZEE STREET DENVER, COLORADO 80202 PHONE: (303) 595-4000 FAX: (303) 595-4014 INTERNET: WWW.CHIPOTLE.COM -IOLLOW METAL DOOR, 1 AINT CHIPOTLE RED C.L. 0. LIGHTS WOOD STIL & RAIL INSET IZ-114 A.F.F. IN GALVANIZED HOLLOW METAL FRAME (PAINT CHIPOTLE RED) . .. ........... 1 00 z o 00 0 X 0 F- 1-- I I I ,_I-- - - - - -- -- �- I- ----- - ----- 1 - 1 ---- ----------- FOUNDATION, SEE STRUCTURAL DRAWINGS EXT ELEV - NORTH as 1/4, = 1'-0" SCREEN WALL ELEVATION Z 0 —7 0, 1X = 1' - 0" 2 1/2" E.I.F.S. W/ "SANDBLAST FINISH" COLOR-CHIPOTLE GRAY (CUSTOM) GALVANIZED METAL CANOPY (CANOPY TO BE PAINTED CHIPOTLE RED W/ GALV. SUPPORTS UNPAINTED), SEE SHEET A310 22 GA. GALVANIZED METAL ACCENT BANDS, DO NOT PAINT, SEE 6/A360, TYP. OF 3 PATIO RAILING, SEE SHEET AA1fZ 0. AAIL' PAINT ---------------------------------------------------- — — — — — — — — — — — — — — — I — -- — — -- — — -- — — — — — — -- — — — — — — -- — — --- — -- — — -- — — -- — — — — — — -- — — — — — — -- — — — — — — — -- J NIZED METAL COPING NizED METAL PAINTED [LE RED W/ EXPOSED qER§ DIA, GALVANIZED FENCE HEIGHTS VERY TO FOLLOW -OPE OF WAL ,,j. TO, ENTRY FIN r A.F.F. F A X 6 1 4 . 2 2 8. 3 3 3 7 W W W . G L A V A N. C 0 M U S A COPYRIGHT 2001 THIS DRAWING 15 AN INSTRUMENT OF SERVICE, AND AS SUCH, REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL INC.. 1543 WAZEE STREET DENVER, COLORADO 80202 PHONE: (303) 595-4000 FAX: (303) 595-4014 INTERNET: WWW.CHIPOTLE.COM Checked: NEW Project No. CMG066 Contents: Building. Elevations Exterior & Interior ral 200 NOTE: GENERAL CONTRACTOR TO REVIEW Date of Last Print: RESPONSIBILITY MATRIX (SHEET A013) PRIOR TO AND DURING CONSTRUCTION. 07.08.2003 n A. 11-4 1/8' 4!-1 1/8- 0 1q 00 z o 00 0 X 0 F- 1-- F- 0 F- - 2� zl:k V) W 0 UJ LJ > F- < W Q Z 0 -J Ul F- I M 0 0 00 LJJ I -J 0 Issue Record: 01.31.03 PRC 02.21.03 PRC - 2 03.07.03 PRC - 3 - PERMIT 05.07.03 CONSTRUCTION Revisions: 0107,03 PRC - 3 0313,03 .04.11.03 NEW STANDARDS COMMENTS 05.07.03 CONSTRUCTION Drawn: CO, I3CM Checked: NEW Project No. CMG066 Contents: Building. Elevations Exterior & Interior ral 200 NOTE: GENERAL CONTRACTOR TO REVIEW Date of Last Print: RESPONSIBILITY MATRIX (SHEET A013) PRIOR TO AND DURING CONSTRUCTION. 07.08.2003 n A. 11-4 1/8' 4!-1 1/8- GALV. METAL COPING, DO NOT PAINT 3' -6" DIA. EXTERNALLY ILLUMINATED PIN MOUNTED GALVANIZED DISC r, WITH CHIPOTLE RED PEPPER GALVANIZED METAL PAINTED CHIPOTLE RED W/ EXPOSED UNPAINTED FASTENERS GALV. METAL COPING, DO LO ENT WALL NOT PAINT Y 21' -1" A.F.F. 1 A320 C.J. C.J. T.O. PARAPET 18' -0 A.F.F. I I ROOF LINE 1 ALUMINUM CUT OUTS, PAINT CHIPOTLE RED, PIN ___ _.._ ._ _._....__ .__. _..__ �... _.......__..___ ----- _.- f MOUNTED TO E.I.F.S. 0 0 HEAD HT. I 10' -8 A.F.F. ,F_ MEXICAN GRILL 2 1/2" E.I.F.S. W/ "SANDBLAST FINISH" COLOR-CHIPOTLE GRAY B ao (CUSTOM) 1 GALVANIZED HOLLOW METAL STOREFRONT (PAINT Is CHIPOTLE RED) W/ WOOD STILE & RAIL INSET GALVANIZED BASE, DO U U U I U U U L NOT PAINT r--- - - - - -- ---- s---------- - - - - -- -- - - - - -- _J. _1 I— — — — — — — — — — — — s — — — — — — — — — — — — — — — — — — — — — L— — — — — — — — — i 4 7/8" S -11 3/4" 8' 6 5/8" GALV. META COPING, DO NOT PAINT - T.O. ENTRY FIN 25-10" A.F.F. GALVANIZED METAL PAINTED CHIPOTLE RED W/ EXPOSED UNPAINTED FASTENERS ` 3' -6" DIA. EXTERNALLY ILLUMINATED PIN MOUNTED GALVANIZED DISC WITH CHIPOTLE RED PEPPER T.O. PARAPET 18'-0" A.F.F. GALVANIZED COPING, DO NOT PAINT VRED OOF LINE XTERNALLY ILLUMINATEd CNIPOTLE SIGN CABINET W/ PIN OUNTED ALUMINUM " CHIPOTLE" ETTERS 2 N7' 2; E1: W1 "SANDBLAST FINISH" --�_ COLOR- CHIPOTLE GRAY (CUSTOM) SCREEN WALLIN FOREGROUND, SEE 3/A200 WALK IN COOLER, FINISH W /GALVANIZED METAL BY THE COOLER MFR. GALVANIZED BASE, DO NOT- - PAINT - PATIO RAILING SEE SHEETS A415 & A416 — i i 6 T.O. ENTRY WALL 21' -1" A.F.F. C, k � pot e MEXICAN GRILL T.O. COOLER 109' - a" I � FOUNDATION, SEE I -I- ------------ 7L ------------------- I - — — -- — �- - --I-� STRUCTURAL DRAWINGS L_---____ _____a------------------- -L - - -- GALV. METAL CANOPY, SEE SHEET A310 22 GA. GALVANIZED METAL ACCENT BANDS, DO NOT PAINT, SEE 6/A360, TYP. OF 3 CONSULTANT: GL"AN FEHER ARCHITECTS INC. 2 M I R A N O V A P L A C E COLUMBUS, OHIO 43215 T E L 6 1 4 2 2 8 3 4 0 0 F A X 6 1 4 2 2 8 3 3 3 7 W W W. G L A V A N C O M U S A COPYRIGHT 2001 THIS DRAWING IS AN INSTRUMENT OF SERVICE, AND AS SUCH, REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL INC.. 1 543 WAZEE STREET DENVER, COLORADO 80202 PHONE (303) 595 -4000 FAX: (303) 595 -4014 INTERNET: WWW.CHIPOTLE.COM EXT ELEV - WEST A205 114" = 1' -0" 6'- 4" 9 3/4" T.O. ENTRY FIN Y 25 -10" A.F.F. 22 GA. GALVANIZED METAL ACCENT BANDS, DO NOT PAINT, SEE 6/A360, TYP, OF 3 Ie1��1-1r10 SCREEN WALL IN BACKGROUND, SEE 3/A200 PATIO RAILING SEE SHEETS A415 & A416 FOUNDATION, SEE STRUCTURAL DRAWINGS N 0 I N VI 114 V 1 LL t \I-Ll UI VI V Ni CI 3 ENTRY CANOPY SIGN 0205 1/2" = 1' -0" 00 _ I C'J ALUMINUM OUTER CIRCLE PIN MOUNTED TO SIGN DISK PIN MOUNTED CHIPOTLE RED PEPPER 5 PEPPER DISK 0205 1/2" = 1' -0" 1 15-5 7/8" t 8 -2 ,I ° MEXICAN G R ILL ., 6 GALVANIZED CANOPY SIGN 0205 1/2" = 1' -0" GALVANIZED METAL CANOPY W/ "MEXICAN GRILL" CUT OUT, SEE SHEET A310 GALVANIZED METAL CANOPY, PAINT CHIPOTLE RED GALVANIZED METAL SUPPORTS, DO NOT PAINT 7 WALL MOUNTED PEPPER QkK 0205 1/2" = 1' -O" GENERAL CONTRACTOR TO REVIEW RESPONSIBILITY MATRIX (SHEET A01'3) PRIOR TO AND DURING CONSTRUCTION. 2 EXT ELEV - EAST A205 1 /4" = 1'-0" PAINT LETTERS CHIPOTLE RED 6' -8 7/8" Q p CV , ALUMINUM CUT OUTS, PIN MOUNTED TO E.I.F.S. f 4 PATIO SIGN 0205 1 /2" = 1'-0" i t PIN MOUNTED ALUMINUM OUTER CIRCLE ' r IN MOUNTED CHIPOTLI RED PEPPER NOTE: GALVANIZED METAL SHALL BE 20 GA, INSTALLED W/ NO. 8 X 518" GALVANIZED SCREWS & NOEPRENE WASHERS AT 8" O.C. AT EXTERIOR LOCATIONS INSTALL GALVANIZED OVER 30 LB FELT PAPER. SEE ELEVATIONS FOR FINISHES. Contents: Building Elevations Exterior, Signage 205 Date of Last Print: 07.08.2003 6' -8 7/8" i i 6' -8 7/8 1" 10 1/2" a - 00 z ry 00 O x a I' u1 w z U) w O w � > Q o z V) F— .1 M O ,n w c r 0 00 W J O U Issue Record: 01.31.03 PRC 02.21.03 PRC - 2 03.07.03 PRC - 3 - PERMIT 05.07.03 CONSTRUCTION Revisions: 033 ,07.03 PRC - 3 03,13..03 04.11.03 NEW STANDARDS COMMENTS 05.07.03 CONSTRUCTION Drawn: CO, BCM' Checked: NEW Project No. CMG066 Contents: Building Elevations Exterior, Signage 205 Date of Last Print: 07.08.2003 6' -8 7/8" i i 6' -8 7/8 1" 10 1/2" 1 � ase of Pancakes " PROJECT ZONING INFORMATION JG: NG -2 STREET ADDRESS: 815 UNIVERSITY DR. COLLEGE STATION, TX 77840 ZONING: NG -2 COMMERCIAL NORTHGATE D_ 2 -21 -03 1 P.R.C. LEGEND - - - �- AUSTIN, TX 78749 _ _ PROPERTY LINE Y EXISTING POWER POLE :rete Nail PHONE: 512.358.9647 ±spheit CONTACT: SCOTT SHIPPEY r EXISTING LIGHT POLE PROPERTY CORNER; OWNER: CHARLIE NORTHINGTON 4407 BEE CAVES ROAD SUITE 112 — — — — — EASEMENT OR SETBACK 0 EXISTING METAL LID AUSTIN, TX 78746 PHONE: 512.329.9947 —R/W— RIGHT OF WAY EXISTING MONITOR WELL L-1%# 1 11\V 111 "'I%"` I 1 VV . "I_ I FROM CENTERLINE OF EX. CONCRETE DRIVE (WEST SIDE OF McDONALDS) ui PAVEMENT MATERIALS i q O 2.0" ASPHALT CONCRETE (85 -100) OR AC -20 (STANDARD DUTY PAVEMENT) W 1 (2) BITUMINUOS PRIME COAT (RC -20, MC -70, RS -2, RS -1, 1 OR RT -2) ® 0.35 GAL. /S.Y. 7" CRUSHED LIMESTONE BASE o. ® SUBGRADE PREPARATION (LIME TREATED) (12" MIN DEPTH) �5 6" EXTRUDED CONCRETE CURB W o VARIES w VARIES VARIES 2:1 MAX 1/8" PER FT (MIN.) 1/8" PER FT. (MIN.) TYPICAL PAVEMENT DETAIL NOT TO SCALE 6 SCALE IN FEET 0 10 20 SIDEWALK AND DRIVEWAY TO BE REMOVED - -- - ACREAGE: 0.424 ac. TENANT: CHIPOTLE MEXICAN GRILL 5117 MAULDING PASS i i( r� I� i �I L iter Meter LIGHT LE TO BE MOVED L. GREASE rOR FAX: 512.329.9948 • - -- -- — - PROPOSED 4" CONCRETE SIDEWALK I EXISTING WATER METER i BUILDING DATA PROPOSED CONCRETE EXTRUDED CURB r { EXISTING GAS METER I BUILDING HEIGHT: o� I (AVERAGE) 18' -O" PROPOSED PAVEMENT STRIPING _ T .___ EXISTING TELEPHONE LINE FLOOR AREA: BUILDING 1,984 S .F. PROPOSED 6" REINFORCED CONCRETE PAVING PATIO 548 S.F. (DUMPSTER PAD) — Jv — EXISTING ELECTRICAL LINE PROPOSED USE PROPOSED ASPHALT CONCRETE —'# — EXISTING WATER LINE RESTUARANT (W /O DRIVE THRU) X 755.5 PROPOSED PAVEMENT ELEVATION i PARKING SPACES x (752 .5) PROPOSED PAVEMENT ELEVATION MEETS EXISTING LZ a m TOTAL PROVIDED: 28 SPACES xT PROPOSED TOP OF CASTING ELEVATION z (INCLUDES 2 HANDICAP) - EXISTING BUILDING tRENT ZONING: NG -2 DIRECTION OF SURFACE WATER FLOW 5 FLOOD PLAIN DATA THIS PROPERTY IS NOT LOCATED IN THE 100 YEAR �`. FLOOD HAZARD AREA AS ESTABLISHED' BY THE FEDERAL EMERGENCY MANAGEMENT. AGENCY (PANEL N0. 48041 CO 144C; EFFECTIVE DATE; JULY 1992). 1 -112" SCHEDULE 40 PIPE araE (1.90 0. D. TUBE) ,r TE 404 ETE ") SELECT DESIRED MOUNT N M 6'- 3/8'02" 1/ELEVATI V IEW E 2' -1 3/16 "ti' PAVEMENT DIMENSIONS REFER TO THIS POINT WIDTH VARIES 6" 5" 4" CONCRETE SLAB /BRUSH FINISH W/ 6" _ X 6" 1.4W/1.4W W.W.M. ON 95% COMPACTED GRANULAR FILL. JOINT SEALER 3 "R 1/8" PER FT. (MIN SURFACE OF PAVEMENT a X —�= —X a d X , . X: [� a d• a e d a .q a e- d d' a o p0 ( 0,0 o o ASPHALT CONCRETE e a ' X K D° v CIO p o 0) O ° a ° °"0, ff�� O •d 00 O ° 00 O° o O Oo o 0 °0 4 ° J "D ° X w BASE MATERIAL Cy � STABILIZED SUBGRADE AS . SPECIFIED . � THICKENED EDGE WALK NOT REQUIRED WHERE 2 � ELEVATI VIEW JOINT MATERIAL E WALK ABUTS STRUCTURE. PROVIDE A 1/2" GRADE b NON- EXTRUDING EXPANSION JOINT AGAINST NOTE: EXPANSION JOINT MATERIAL AND CONCRETE \ 3/8 "0 X 6" — I I — MOUNTING PLATE JOINT SEALER IS NOT REQUIRED WHEN ' ANCHOR ROD CURB �' BRUSHED THRU HOLE LAG BOLT PAVEMENT. • y : CONCRETE GRANULAR _ - SECTI ON NATIVE SOIL ° TYPICAL FOOTING DETAIL `— 9 /16 "0 TYP. PLAN ' (AINGROUND n []SURFACE MOUNT, NOTES: (AS SHC,lN) 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS: - MADRAX, INC. 2210 PINEHURST DRIVE 2. DO NOT SCALE DRAWINGS. MIDDLETON, WI 53562 3. CONSULTANT TO SELECT COLOR, SEE MANUFACTURER'S SPECIFICATIONS. ( (608) 831 -9040 ) 448 -7931 PHO FAX: 4. SEE SITE PLAN FOR LOCATION OR CONSULT O WNER. (60 831 -7623 5. SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. www.madrax.com 6. CONTRACTORS NOTE: FOR PRODUCT AND PURCHASING INFORMATION VISIT www.PROJECTmorketsite.com REFERENCE NUMBER 302 -005 PAVEMENT DIMENSIONS REFER TO THIS POINT WIDTH VARIES 6" 5" 4" CONCRETE SLAB /BRUSH FINISH W/ 6" _ X 6" 1.4W/1.4W W.W.M. ON 95% COMPACTED GRANULAR FILL. JOINT SEALER 3 "R 1/8" PER FT. (MIN SURFACE OF PAVEMENT a X —�= —X a d X , . X: [� a d• a e d a .q a e- d d' a o p0 ( 0,0 o o ASPHALT CONCRETE e a ' X K D° v CIO p o 0) O ° a ° °"0, ff�� O •d 00 O ° 00 O° o O Oo o 0 °0 4 ° J "D ° X w BASE MATERIAL Cy � STABILIZED SUBGRADE AS . SPECIFIED . SCALE: 1 " = 1' -0" VERTICAL CURB DETAIL NOT TO SCALE BICYCLE RACK DETAIL 1/4"R NOT TO SCALE SHEET INDEX SHEET TITLE 1 PRELIMINARY SITE DEVELOPMENT PLAN 2 SITE SURVEY 3 PRELIMINARY LANDSCAPING PLAN 4 PRELIMINARY IRRIGATION PLAN CONCRETE, CLASS C PLANS PREPARED BY: CIVIL & ENVIRONMENTAL CONSULTANTS, INC. GENERAL NOTES 1. EXISTING SERVICE STATION, GAS PUMPS, UNDERGROUND TANKS AND MONITORING WELLS TO BE REMOVED. 2. WATER AND SANITARY SEWER LEGEND WATER DEMAND: MIN. 0 gpm AVG. 10 gpm MAX. 21.5 gpm SEWER LOADING: MAX.1,400 gpd 3. FIRE LANE IS NOT REQUIRED. (PROPOSED BUILDING IS LOCATED WITHIN 150 FEET OF PUBLIC RIGHT -OF -WAY). 4. CONTRACTOR TO VERIFY LOCATION OF 2" WATER SERVICE, (MAY REQUIRE RELOCATION). ®I,I Civil & Environmental Consultants, Inc. 400 Lazelle Rd., Suite 1 Columbus, OH 43240 (614) 540 -6633 • (888)598 -6808 Cincinnati, OH Pittsburgh, PA • Indianapolis, IN • Nashville, TN CHIPOTLE MEXICAN GRILL STORE #0408 815 UNIVERSITY DR. COLLEGE STATION, TX 77840 DATE 1 -31 -03 APPROVED BY: DW BY wf p SCA 1 " =10 TC P CHKD. BY: D B B PRELIMINARY SHE 1 OF 4 SITE DEVELOPMENT DRAWING NUMBER PLAN 230038 VICINITY MAP NOT TO SCALE � THICKENED EDGE WALK NOT REQUIRED WHERE 1/2" PREFORMED JOINT MATERIAL 6" WALK ABUTS STRUCTURE. PROVIDE A 1/2" NON- EXTRUDING EXPANSION JOINT AGAINST NOTE: EXPANSION JOINT MATERIAL AND STRUCTURE AND EVERY 20 ALONG WALK JOINT SEALER IS NOT REQUIRED WHEN CURB IS ADJACENT TO FLEXIBLE TYPE BRUSHED C ONCRETE WALK PAVEMENT. SCALE: 1 " = 1' -0" VERTICAL CURB DETAIL NOT TO SCALE BICYCLE RACK DETAIL 1/4"R NOT TO SCALE SHEET INDEX SHEET TITLE 1 PRELIMINARY SITE DEVELOPMENT PLAN 2 SITE SURVEY 3 PRELIMINARY LANDSCAPING PLAN 4 PRELIMINARY IRRIGATION PLAN CONCRETE, CLASS C PLANS PREPARED BY: CIVIL & ENVIRONMENTAL CONSULTANTS, INC. GENERAL NOTES 1. EXISTING SERVICE STATION, GAS PUMPS, UNDERGROUND TANKS AND MONITORING WELLS TO BE REMOVED. 2. WATER AND SANITARY SEWER LEGEND WATER DEMAND: MIN. 0 gpm AVG. 10 gpm MAX. 21.5 gpm SEWER LOADING: MAX.1,400 gpd 3. FIRE LANE IS NOT REQUIRED. (PROPOSED BUILDING IS LOCATED WITHIN 150 FEET OF PUBLIC RIGHT -OF -WAY). 4. CONTRACTOR TO VERIFY LOCATION OF 2" WATER SERVICE, (MAY REQUIRE RELOCATION). ®I,I Civil & Environmental Consultants, Inc. 400 Lazelle Rd., Suite 1 Columbus, OH 43240 (614) 540 -6633 • (888)598 -6808 Cincinnati, OH Pittsburgh, PA • Indianapolis, IN • Nashville, TN CHIPOTLE MEXICAN GRILL STORE #0408 815 UNIVERSITY DR. COLLEGE STATION, TX 77840 DATE 1 -31 -03 APPROVED BY: DW BY wf p SCA 1 " =10 TC P CHKD. BY: D B B PRELIMINARY SHE 1 OF 4 SITE DEVELOPMENT DRAWING NUMBER PLAN 230038 VICINITY MAP NOT TO SCALE (10) TO Now or Formerly L !ahn C. Culpepper ill 207,620 Sa.F1 ` J a ) /466" I "International House of Pancakes" C, (2as .lieu;. I I I N 46 °43'00" E - 164,74' (peed) I —� __.___-_---------------- I I 1 ::�� . MAP At bsv - T-- 7 TURF Tr I I I ( U {y C O COMMON NAME Q COND. REMARKS TYPE TURF X 4 { �I i f.sphalt Paved ^.rea I � I I PROPOSED TURF l UP I o I I 1,984 S.F. CANOPY TREES 750 I I / �. U { G �� NON - CANOPY TREES / o j /' _ I Cercis conodensis 'texenis' 1 1.5" Cal. ,•q •v .°. b -• I NON - CANOPY TREES II Paved Area / / (7) 113 ° D 548 ST-,-- Rumps • to I I I. :._.. O/ ytG. D .• I dy,°; 'D • �, Dr ` _..... -..._ ..tea v D� d D - .D (1) UP o v A. ( I I I I 25 3b °�;� D • .. v D0 . D .° °. B. b b o D Y I it I { .v I SHRUBS X ° � 17 r r . Juniperus ch. 'Sea Green' Sea Green Juniper 5 Gal SHRUBS 170 10 o D j ' b• ° I O 6 -7' - SHRUBS TURF J n�� PERENNIALS GRASSES I l - (6) JS 28 PH Pennisetum a 'Hameln Dwarf Fountain Grass 3 Gal. o II o r o. 37 RF Rudbeckia f 'Goldstrum' o sr p d 18 O.C. (5) PH ° c_s cn to 1 4 Sae X x X % 24" O.C. C7 to 21 CG Coreo sis q. 'Bab Sun' Baby Sun Coreo sis 1 Gal I 24" O.C. Q ro F J 1-4 Z I z` c z 1 '; — (1) UP I 4 I� II Q: 7 TURF Tr I I I ( U {y C O COMMON NAME Q COND. I� I.li Gas Mete Ex. Concrete Side:valk— _ (1) UP - (10) RF (8) PH 24' PAVEMENT SETBACK Asphalt Paved Ares PROPOSED BICYCLE PARKING l 00 Concrete Driveway Entrance (11) JS -- — u U Q I <= Q �. I � I o LO W I C ^n, rete °rnied Ar a �r1 ( I Mf r f' i( I 0 m om a L,- 0 m Z (1) UP (7) IB (3) CC (15) RF KEY BOTANICAL NAME COMMON NAME SIZE COND. REMARKS TYPE TURF X i f.sphalt Paved ^.rea CANOPY TREES I I PROPOSED TURF l UP I Chinese Elm < V 2.5 Cal. J !! 1,984 S.F. CANOPY TREES 750 I / �. i �� NON - CANOPY TREES / o j /' _ CC Cercis conodensis 'texenis' 1 1.5" Cal. ,•q •v .°. b -• I NON - CANOPY TREES Asphalt Paved Area / / (7) 113 ° D 548 ST-,-- Rumps • to D :._.. O/ ytG. D .• I dy,°; 'D • �, Dr ` _..... -..._ ..tea v D� d D - .D v : v O v. V v '� v A. D O I. 25 3b °�;� D • .. v D0 . D .° °. B. b b o D Y • r' .v I SHRUBS X ° � 17 r r . Juniperus ch. 'Sea Green' Sea Green Juniper 5 Gal SHRUBS 170 10 o D j ' b• ° I O 6 -7' - SHRUBS TURF J PERENNIALS GRASSES 28 PH Pennisetum a 'Hameln Dwarf Fountain Grass 3 Gal. (9) 113 280 37 RF Rudbeckia f 'Goldstrum' o $ l q red ( hna 18 O.C. (5) PH ° SF I Sae � o �gn�� ret,: 24" O.C. (5) RF 21 CG Coreo sis q. 'Bab Sun' Baby Sun Coreo sis 1 Gal I 24" O.C. ( I Mf r f' i( I 0 m om a L,- 0 m Z (1) UP (7) IB (3) CC (15) RF Ex. Concrete 5i- devaik TURF f ; ' l (5) PH 1E - 'y Tji V (F/ 60) (7) RF (5) PH 0 0 I 0 0 N N m I 0 a. 4 3 Q Q Z J L in n REMOVE DEAD OR INJURED LIMBS. RETAIN NORMAL SHAPE. DO NOT CUT MAIN LEADER. �-� Tt.Ti1J 11 li�l REMOVE TOP 1/3 OF — BURLAP PLANT MIX ' TREE PLANTING DETAIL 1 N.T.S. LIMIT AMOUNT OF PRUNING TO 1/3 OF TOTAL BRANCH AREA TO COMPENSATE FOR LOSS OF ROOTS FROM TRANSPLANTING OR TO REMOVE DEAD OR INJURED LIMBS. RETAIN NATURAL SHAPE. FA �i SEE PLANT LIST FOR SPACING nc rote Driveway Enhance 6" FROM EDGE OF PLANTING BED �— 2" DEEP SHREDDED BARK MULCH 2" DEPTH PEAT MOSS INCORPORATED INTO THE 6" OF TOPSOIL 12" DEPTH PREPARED BED FERTILIZE PER SPECS SHRUB PLANTING DETAIL 3 N.T.S. Telephone tv'ICinhaIe r J l.. — (36) SF (21) CG (2) IB 4 SHRUB AND GROUNDCOVER SPACING N.T.S. 1. ALL PLANTS SHALL MEET OR EXCEED THE GUIDELINES ESTABLISHED FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 2. ALL PLANTING OPERATIONS SHALL ADHERE TO AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS. 3. CONFIRM LOCATION OF ALL UTILITIES AND SUBSURFACE DRAIN LINES PRIOR TO PLANT INSTALLATION. 4. PLANT LOCATIONS AND BEDS SHALL BE LOCATED BY CONTRACTOR AND APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 5. LANDSCAPE CONTRACTOR SHALL RESTORE ALL LAWN AREAS DISTURBED DURING CONSTRUCTION. PLANT LIST 7. INSTALL ALL PLANTS IN ACCORDANCE WITH PLANTING DETAILS. 6. PLANTING BEDS SHALL HAVE MINIMUM 3" DEEP SHREDDED HARDWOOD BARK MULCH. MULCH HEDGES IN A CONTINUOUS BED. 8. ALL PLANTING BEDS TO BE TILLED AND BACKFILLED WITH TOPSOIL TO A MINIMUM DEPTH OF 12 ". APPROVED EQUAL. 9. LAWN AREAS TO BE BACKFILLED WITH 6" DEPTH TOPSOIL. 10. ALL PLANTING BEDS TO BE FERTILIZED WITH 10 -10-10 OR 11. CONTRACTOR TO DETERMINE PLANT LIST QUANTITIES FROM THE PLAN. QTY. KEY BOTANICAL NAME COMMON NAME SIZE COND. REMARKS TYPE POINTS CANOPY TREES PROPOSED CHIPOTLE MEXICAN GRILL 5 UP Ulmus parvifolia sempervirens Chinese Elm < V 2.5 Cal. B &B 1,984 S.F. CANOPY TREES 750 �. i NON - CANOPY TREES / .'PROPOSEDL," 'P -PAT 3 CC Cercis conodensis 'texenis' Texas Red Bud 5,/` 1.5" Cal. B &B NON - CANOPY TREES Asphalt Paved Area / / (7) 113 ° D 548 ST-,-- Rumps • to b , ° P b °. b .. x .. / % lb v O v. V v '� v A. v 25 IB Ilex 'Burford' o' D .4• Qb • r' .v I SHRUBS X ° � 17 JS Juniperus ch. 'Sea Green' Sea Green Juniper 5 Gal SHRUBS 170 10 TO Thujo orientolis I O 6 -7' B &B SHRUBS Ex. Concrete 5i- devaik TURF f ; ' l (5) PH 1E - 'y Tji V (F/ 60) (7) RF (5) PH 0 0 I 0 0 N N m I 0 a. 4 3 Q Q Z J L in n REMOVE DEAD OR INJURED LIMBS. RETAIN NORMAL SHAPE. DO NOT CUT MAIN LEADER. �-� Tt.Ti1J 11 li�l REMOVE TOP 1/3 OF — BURLAP PLANT MIX ' TREE PLANTING DETAIL 1 N.T.S. LIMIT AMOUNT OF PRUNING TO 1/3 OF TOTAL BRANCH AREA TO COMPENSATE FOR LOSS OF ROOTS FROM TRANSPLANTING OR TO REMOVE DEAD OR INJURED LIMBS. RETAIN NATURAL SHAPE. FA �i SEE PLANT LIST FOR SPACING nc rote Driveway Enhance 6" FROM EDGE OF PLANTING BED �— 2" DEEP SHREDDED BARK MULCH 2" DEPTH PEAT MOSS INCORPORATED INTO THE 6" OF TOPSOIL 12" DEPTH PREPARED BED FERTILIZE PER SPECS SHRUB PLANTING DETAIL 3 N.T.S. Telephone tv'ICinhaIe r J l.. — (36) SF (21) CG (2) IB 4 SHRUB AND GROUNDCOVER SPACING N.T.S. 1. ALL PLANTS SHALL MEET OR EXCEED THE GUIDELINES ESTABLISHED FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 2. ALL PLANTING OPERATIONS SHALL ADHERE TO AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS. 3. CONFIRM LOCATION OF ALL UTILITIES AND SUBSURFACE DRAIN LINES PRIOR TO PLANT INSTALLATION. 4. PLANT LOCATIONS AND BEDS SHALL BE LOCATED BY CONTRACTOR AND APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 5. LANDSCAPE CONTRACTOR SHALL RESTORE ALL LAWN AREAS DISTURBED DURING CONSTRUCTION. PLANT LIST 7. INSTALL ALL PLANTS IN ACCORDANCE WITH PLANTING DETAILS. 6. PLANTING BEDS SHALL HAVE MINIMUM 3" DEEP SHREDDED HARDWOOD BARK MULCH. MULCH HEDGES IN A CONTINUOUS BED. 8. ALL PLANTING BEDS TO BE TILLED AND BACKFILLED WITH TOPSOIL TO A MINIMUM DEPTH OF 12 ". APPROVED EQUAL. 9. LAWN AREAS TO BE BACKFILLED WITH 6" DEPTH TOPSOIL. 10. ALL PLANTING BEDS TO BE FERTILIZED WITH 10 -10-10 OR 11. CONTRACTOR TO DETERMINE PLANT LIST QUANTITIES FROM THE PLAN. QTY. KEY BOTANICAL NAME COMMON NAME SIZE COND. REMARKS TYPE POINTS CANOPY TREES 5 UP Ulmus parvifolia sempervirens Chinese Elm < V 2.5 Cal. B &B CANOPY TREES 750 NON - CANOPY TREES / 3 CC Cercis conodensis 'texenis' Texas Red Bud 5,/` 1.5" Cal. B &B NON - CANOPY TREES 120 SHRUBS 25 IB Ilex 'Burford' Burford Holly 5 Gal SHRUBS 250 17 JS Juniperus ch. 'Sea Green' Sea Green Juniper 5 Gal SHRUBS 170 10 TO Thujo orientolis Oriental Arborvitae 6 -7' B &B SHRUBS 100 PERENNIALS GRASSES 28 PH Pennisetum a 'Hameln Dwarf Fountain Grass 3 Gal. SHRUBS 280 37 RF Rudbeckia f 'Goldstrum' Black Eyed Susan 1 Gal. 18 O.C. 36 SF Salvia forinacea Sae 1 Gal 24" O.C. 21 CG Coreo sis q. 'Bab Sun' Baby Sun Coreo sis 1 Gal 24" O.C. TOTAL POINTS 1. REQUIRED POINTS= 30/1000 SF OF SITE 30 x 18,500 SF OF SITE AREA = 555 POINTS 2. REQUIRED POINTS FOR FRONTAGE = 300/50 LF OF FRONTAGE 300 x 150 LF OF FRONTAGE = 900 POINTS 3. TOTAL POINTS REQUIRED =1455 t V ; 1,670 7 5 =B ILDING SET ACK i i I I I SCALE IN FEET 0 10 20 6 0 I 0 3 A006 0 I i� 16' -1 1/8" 4 A006 1 / o J ' -2 3)4 " r - p ,� �11� 12' -8 7/8" 12' -4" 3/4 CONTROL EXPANSION JOINT - FILL W/ EXPANSION JOINT MATERIAL & PROVIDE SEALANT TOP 2 A006 DUMPSTER WALL PLAN A006 1 /2" = 1' -0" 20 GA. GALVANIZED METAL COPING CONTINUOUS 2X6 TREATED GIRT (TYP) GALVANIZED CHAIN LINK FENCE POST 20 GA GALVANIZED MTL. SHEET OVER 314 EXTERIOR SHEATHING 2 -1/2" STEEL U- CLAMPS BOLTED TO GIRTS CONCRETE SIDEWALK CONCRETE PIER TO FROST DEPTH 6 DUMPSTER WALL SECTION A006 314" = 1' -0" slim 6 "0 SCHEDULE 80 x 1'- O"STEEL PIPE PIVOTS - PROVIDE STL. SHIM BETWEEN PIVOT & BOLLARD - WELD PIVOT TO DOOR - SHOP PRIME & PAINT GALVANIZED FINISH 6 "0 SCHEDULE 80 x 1" STEEL PIPE - TRASH ENCLOSURE DOOR: —�- 2" x 2" x 1/4" STL. ANGLE STILES & RAILS W/ 1 -1/2" GALV. CORRUGATED DECKING (LEAVE RAW) & 1 -1/4" x 1 -114" x 3/16" STL. ANGLE BRACE - SHOP PRIME ANGLES & PAINT W/ 2 COATS GALVANIZED FINISH 3/16 5 "0 SCHEDULE 40 STL, BOLLARD GROUT SOLID & ROUND & TROWEL @ TOP. EMBED 2'-3" INTO CONCRETE PIER - PAINT GAAVANIZED FINISH -P i 1' -9" 22 GA. GALV. MTL COPING (LEAVE RAI W/ CONT. DRIP ED( @ EA. SIDE 20 GA. GALV. MTL W/ EXPOSED GALVANIZED (LEAVE RAW) CLOSER HASP, SEE 8 /AO06 1 /8 TYP O_ i ° 2 EAST ELEVATION 5 A006 1/2" = 1' -0" AQO6 TRASH ENC OSURE DOOR, / SEE DETAIL 2 /AO06 ` -6" CONC. SLAB W/ 6x6 - W1.4xW1.4 OVER COMPACTED GRANULAR FILL - SLOPE TOWARDS PAVEMENT TO INSURE PO ITIVE DRAINAGE 20 GA. GALV. MTL. CORNER (LEAVE RA 20 GA. GALV. MTL BASE (LEAVE RAW) M GALVANIZED CHAIN LINK FENCE POST 2 -112" STEEL U- CLAMPS BOLTED TO GIRTS CONTINUOUS 2X6 TREATED GIRT (TYP) 20 GA GALVANIZED END CAP 6 "0 SCHEDULE 80 STEEL PIPE PIVOT - PROVIDE STL. SHIM BETWEEN PIVOT & BOLLARD - SHOP PRIME & PAINT GALVANIZED FINISH 2" x 2" x 1i4" STL. ANGLE DOOR FRAME (STILES & RAILS) - WELD TO DOOR PIVOT - SHOP PRIME & PAINT GALVANIZED FINISH 1 -1/2" GALV. CORRUGATED MTL. DECKING (LEAVE RAW) - WELD TO DOOR FRAME AS SHOWN 5 "0 SCHEDULE 40 STL. BOLLARD GROUT SOLID & ROUND & TROWEL @ TOP - PAINT GALVANIZED; ENCASE IN 24" DIA CONCRETE BASE 36" DEEP. 20 GA GALVANIZED STL. OVER 3/4" EXTERIOR SHEATHING 4 WEST ELEVATION A006 1/2" = 1' -0" DUMPSTER WALL DETAIL A006 1 1/2" = 1' -0" 8 TYP. CANE BOLT DETAIL A006 1 1/2" = 1' -0" CONSULTANT: GLAVAN FEHER ARCHITECTS INC. v I -P -P 3 NORTH ELEVATION A006 1 /2" = 1' -0" 22 GA. GALV. MTL. - COPING (LEAVE RAW) W/ CONT. DRIP EDGES @ EA. SIDE 20 GA. GALV. MTL. W/ EXPOSED GALVANIZED (LEAVE RAW) 20 GA. GALV. MTL. CORNER (LEAVE RA 20 GA. GALV. MTL. BASE (LEAVE RAW) 22 GA. GALV. MTL. COPING (LEAVE RAW) W/ CONT. DRIP EDGES @ EA. SIDE 20 GA. GALV. MI. W/ EXPOSED GALVANIZED (LEAVE RAW) 20 GA. GALV. MI. CORNER (LEAVE RAW) 20 GA. GALV. MTL BASE (LEAVE RAW) 1 Typ 1' -Q" - 5'_6" r r 1 r STANDARD GALVANIZED STET f ` l FENCE POST, TYP. 2 3' -0" X 6' -8" MAN DOOR, - SIMILAR TO DETAIL 2/AO06 I W " 4 STEEL BOLLARD 48 HIGH. GROUT SOLID W/ ROUND TROWEL R @ TOP. ENCASE IN 18" DIA I i CONCRETE 36" DEEP. (TYP. OF 4) 1 D 1 4" CONC. SLAB W /6x6 - W1.4 x a W1.4 WWF OVER COMPACTED C GRANULAR FILL - SLOPE TOWARDS DOORS TO INSURE POSITIVE DRAINAGE » 1 / o J ' -2 3)4 " r - p ,� �11� 12' -8 7/8" 12' -4" 3/4 CONTROL EXPANSION JOINT - FILL W/ EXPANSION JOINT MATERIAL & PROVIDE SEALANT TOP 2 A006 DUMPSTER WALL PLAN A006 1 /2" = 1' -0" 20 GA. GALVANIZED METAL COPING CONTINUOUS 2X6 TREATED GIRT (TYP) GALVANIZED CHAIN LINK FENCE POST 20 GA GALVANIZED MTL. SHEET OVER 314 EXTERIOR SHEATHING 2 -1/2" STEEL U- CLAMPS BOLTED TO GIRTS CONCRETE SIDEWALK CONCRETE PIER TO FROST DEPTH 6 DUMPSTER WALL SECTION A006 314" = 1' -0" slim 6 "0 SCHEDULE 80 x 1'- O"STEEL PIPE PIVOTS - PROVIDE STL. SHIM BETWEEN PIVOT & BOLLARD - WELD PIVOT TO DOOR - SHOP PRIME & PAINT GALVANIZED FINISH 6 "0 SCHEDULE 80 x 1" STEEL PIPE - TRASH ENCLOSURE DOOR: —�- 2" x 2" x 1/4" STL. ANGLE STILES & RAILS W/ 1 -1/2" GALV. CORRUGATED DECKING (LEAVE RAW) & 1 -1/4" x 1 -114" x 3/16" STL. ANGLE BRACE - SHOP PRIME ANGLES & PAINT W/ 2 COATS GALVANIZED FINISH 3/16 5 "0 SCHEDULE 40 STL, BOLLARD GROUT SOLID & ROUND & TROWEL @ TOP. EMBED 2'-3" INTO CONCRETE PIER - PAINT GAAVANIZED FINISH -P i 1' -9" 22 GA. GALV. MTL COPING (LEAVE RAI W/ CONT. DRIP ED( @ EA. SIDE 20 GA. GALV. MTL W/ EXPOSED GALVANIZED (LEAVE RAW) CLOSER HASP, SEE 8 /AO06 1 /8 TYP O_ i ° 2 EAST ELEVATION 5 A006 1/2" = 1' -0" AQO6 TRASH ENC OSURE DOOR, / SEE DETAIL 2 /AO06 ` -6" CONC. SLAB W/ 6x6 - W1.4xW1.4 OVER COMPACTED GRANULAR FILL - SLOPE TOWARDS PAVEMENT TO INSURE PO ITIVE DRAINAGE 20 GA. GALV. MTL. CORNER (LEAVE RA 20 GA. GALV. MTL BASE (LEAVE RAW) M GALVANIZED CHAIN LINK FENCE POST 2 -112" STEEL U- CLAMPS BOLTED TO GIRTS CONTINUOUS 2X6 TREATED GIRT (TYP) 20 GA GALVANIZED END CAP 6 "0 SCHEDULE 80 STEEL PIPE PIVOT - PROVIDE STL. SHIM BETWEEN PIVOT & BOLLARD - SHOP PRIME & PAINT GALVANIZED FINISH 2" x 2" x 1i4" STL. ANGLE DOOR FRAME (STILES & RAILS) - WELD TO DOOR PIVOT - SHOP PRIME & PAINT GALVANIZED FINISH 1 -1/2" GALV. CORRUGATED MTL. DECKING (LEAVE RAW) - WELD TO DOOR FRAME AS SHOWN 5 "0 SCHEDULE 40 STL. BOLLARD GROUT SOLID & ROUND & TROWEL @ TOP - PAINT GALVANIZED; ENCASE IN 24" DIA CONCRETE BASE 36" DEEP. 20 GA GALVANIZED STL. OVER 3/4" EXTERIOR SHEATHING 4 WEST ELEVATION A006 1/2" = 1' -0" DUMPSTER WALL DETAIL A006 1 1/2" = 1' -0" 8 TYP. CANE BOLT DETAIL A006 1 1/2" = 1' -0" CONSULTANT: GLAVAN FEHER ARCHITECTS INC. v I -P -P 3 NORTH ELEVATION A006 1 /2" = 1' -0" 22 GA. GALV. MTL. - COPING (LEAVE RAW) W/ CONT. DRIP EDGES @ EA. SIDE 20 GA. GALV. MTL. W/ EXPOSED GALVANIZED (LEAVE RAW) 20 GA. GALV. MTL. CORNER (LEAVE RA 20 GA. GALV. MTL. BASE (LEAVE RAW) 22 GA. GALV. MTL. COPING (LEAVE RAW) W/ CONT. DRIP EDGES @ EA. SIDE 20 GA. GALV. MI. W/ EXPOSED GALVANIZED (LEAVE RAW) 20 GA. GALV. MI. CORNER (LEAVE RAW) 20 GA. GALV. MTL BASE (LEAVE RAW) 1 Typ ENCLOSURE DOOR: " x 2" x 1/4" STL. ANGLE STILES & AILS W/ 1 -1/2" GALV. CORRUGATED ECKING (LEAVE RAW) & 1 -1/4" x -1/4" x 3/16" STL, ANGLE BRACE - HOP PRIME ANGLES & PAINT W/ 2 OATS GALVANIZED FINISH "0 SCHEDULE 80 x 1" STEEL PIPE "O SCHEDULE 80 x 1' -0 "STEEL PIPE IVOTS - PROVIDE STL. SHIM BETWEEN IVOT & BOLLARD - WELD PIVOT TO OOR - SHOP PRIME & PAINT AL ZLED FINISH 3/16 -- TYP "0 SCHEDULE 40 STL. BOLLARD ROUT SOLID & ROUND & TROWEL @ TOP. EMBED 2' -3" T N CONCRETE PIER - PAINT LAVANIZED FINISH S-6 -- CLOSER HASP, SEE 8/A006 5 SOUTH ELEVATION A O6 1/2" = 1' -0" 2 M I R A N O V A P L A C E COLUMBUS, OHIO 43215 T E L 6 1 4. 2 2 8, 3 4 0 0 F A X 6 1 4. 2 2 8. 3 3 3 7 W W W G L A V A N C O M U S A COPYRIGHT 2001 THIS DRAWING IS AN INSTRUMENT OF SERVICE, AND AS SUCH, REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRi LL INC.. 1 543 WAZEE STREET DENVER, COLORADO 80202 PHONE (303) 595 -4000 FAX: (303) 595-4014 INTERNET: WWW.CHIPOTLE.COM O d 00 z Oo O ° x 'd' Q F-- O (� I 4 W O Ld w O E!) F- VY O L0 W U 1- 0 00 LJJ J O U Issue Record: 01.31.03 PRC 02.21.03 PRC - 2 1/8" BAR IN "ZEE" PROFILE, 1" WIDE - PROFILE TO ACCEPT CANE BOLT - WELD TO FRAME - SHOP PRIME & PAINT W/ 2 COATS GALVANIZED FINISH TRASH ENCLOSURE DOOR: 2" x 2" x 1/4" STL. ANGLE STILES & RAILS W/ 1 -1/2" GALV. CORRUGATED DECKING (LEAVE RAW) & 1 -1/4" x 1 -1/4" x 3/16" STL ANGLE BRACE - SHOP PRIME ANGLES & PAINT W/ 2 COATS GALVANIZED FINISH PIPE SLEEVE - WELD TO FRAME - SHOP PRIME & PAINT W/ 2 COATS GALVANIZED FINISH BOTTOM OF GATE 3/4" DIAMETER STEEL CANE BOLT - SHOP PRIME & PAINT W/ 2 COATS GALVANIZED FINISH CONCRETE PAVING 1 1/2" I.D. x 6" LONG STEEL PIPE SLEEVE FLUSH WITH TOP OF PAVING- PROVIDE AT CLOSED AND FULLY OPEN POSITION, TYPICAL D {1 D C:), CD C / O 9 BIKE RACK FOOTING DETAIL 6006 3/4" = 1' -0" BIKE RACK --- - CIRCA 2000 (CIR- 8 -IG -S) MADRAX, INC. 800 - 448 -7931 (1.90" 0. D. TUBE) tV I 0 GRADE _ f CONCRETE 3/8 "0 X6" ANCHOR ROD THRU HOLE GRANULAR NATIVE SOIL Revisions: 1Q 02.21.03 PRC - 2 Drawn: CO, BCM Checked: NEW Project No. CMG066 Contents: Site Details 0 0 Date of Last Print: 02.21.2003 1' -0" TRASH E 2 R D 1 C 4 o . . . . o • . o . 4 4 � o P P N) o o a • o o 0 0 . o . D D G -� 3 H I G I H H G as I I CONCRETE PIER - PAINT LAVANIZED FINISH S-6 -- CLOSER HASP, SEE 8/A006 5 SOUTH ELEVATION A O6 1/2" = 1' -0" 2 M I R A N O V A P L A C E COLUMBUS, OHIO 43215 T E L 6 1 4. 2 2 8, 3 4 0 0 F A X 6 1 4. 2 2 8. 3 3 3 7 W W W G L A V A N C O M U S A COPYRIGHT 2001 THIS DRAWING IS AN INSTRUMENT OF SERVICE, AND AS SUCH, REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRi LL INC.. 1 543 WAZEE STREET DENVER, COLORADO 80202 PHONE (303) 595 -4000 FAX: (303) 595-4014 INTERNET: WWW.CHIPOTLE.COM O d 00 z Oo O ° x 'd' Q F-- O (� I 4 W O Ld w O E!) F- VY O L0 W U 1- 0 00 LJJ J O U Issue Record: 01.31.03 PRC 02.21.03 PRC - 2 1/8" BAR IN "ZEE" PROFILE, 1" WIDE - PROFILE TO ACCEPT CANE BOLT - WELD TO FRAME - SHOP PRIME & PAINT W/ 2 COATS GALVANIZED FINISH TRASH ENCLOSURE DOOR: 2" x 2" x 1/4" STL. ANGLE STILES & RAILS W/ 1 -1/2" GALV. CORRUGATED DECKING (LEAVE RAW) & 1 -1/4" x 1 -1/4" x 3/16" STL ANGLE BRACE - SHOP PRIME ANGLES & PAINT W/ 2 COATS GALVANIZED FINISH PIPE SLEEVE - WELD TO FRAME - SHOP PRIME & PAINT W/ 2 COATS GALVANIZED FINISH BOTTOM OF GATE 3/4" DIAMETER STEEL CANE BOLT - SHOP PRIME & PAINT W/ 2 COATS GALVANIZED FINISH CONCRETE PAVING 1 1/2" I.D. x 6" LONG STEEL PIPE SLEEVE FLUSH WITH TOP OF PAVING- PROVIDE AT CLOSED AND FULLY OPEN POSITION, TYPICAL D {1 D C:), CD C / O 9 BIKE RACK FOOTING DETAIL 6006 3/4" = 1' -0" BIKE RACK --- - CIRCA 2000 (CIR- 8 -IG -S) MADRAX, INC. 800 - 448 -7931 (1.90" 0. D. TUBE) tV I 0 GRADE _ f CONCRETE 3/8 "0 X6" ANCHOR ROD THRU HOLE GRANULAR NATIVE SOIL Revisions: 1Q 02.21.03 PRC - 2 Drawn: CO, BCM Checked: NEW Project No. CMG066 Contents: Site Details 0 0 Date of Last Print: 02.21.2003 1' -0" Issue Record: 01.31.03 PRC 02.21.03 PRC - 2 1/8" BAR IN "ZEE" PROFILE, 1" WIDE - PROFILE TO ACCEPT CANE BOLT - WELD TO FRAME - SHOP PRIME & PAINT W/ 2 COATS GALVANIZED FINISH TRASH ENCLOSURE DOOR: 2" x 2" x 1/4" STL. ANGLE STILES & RAILS W/ 1 -1/2" GALV. CORRUGATED DECKING (LEAVE RAW) & 1 -1/4" x 1 -1/4" x 3/16" STL ANGLE BRACE - SHOP PRIME ANGLES & PAINT W/ 2 COATS GALVANIZED FINISH PIPE SLEEVE - WELD TO FRAME - SHOP PRIME & PAINT W/ 2 COATS GALVANIZED FINISH BOTTOM OF GATE 3/4" DIAMETER STEEL CANE BOLT - SHOP PRIME & PAINT W/ 2 COATS GALVANIZED FINISH CONCRETE PAVING 1 1/2" I.D. x 6" LONG STEEL PIPE SLEEVE FLUSH WITH TOP OF PAVING- PROVIDE AT CLOSED AND FULLY OPEN POSITION, TYPICAL D {1 D C:), CD C / O 9 BIKE RACK FOOTING DETAIL 6006 3/4" = 1' -0" BIKE RACK --- - CIRCA 2000 (CIR- 8 -IG -S) MADRAX, INC. 800 - 448 -7931 (1.90" 0. D. TUBE) tV I 0 GRADE _ f CONCRETE 3/8 "0 X6" ANCHOR ROD THRU HOLE GRANULAR NATIVE SOIL Revisions: 1Q 02.21.03 PRC - 2 Drawn: CO, BCM Checked: NEW Project No. CMG066 Contents: Site Details 0 0 Date of Last Print: 02.21.2003 1' -0" NOTE: GALVANIZED METAL SHALL BE 20 GA, INSTAL ED W/ NO. 8 X 5/8' GALVANIZED SCREWS & NOEPRENE WASHERS AT 8" D.C. AT EXTERIOR LOCATIONS INSTALL GALVANIZED OVER 30 LB FELT PAPER. SEE ELEVATIONS FOR FINISHES. CONSULTANT: GLAVAN FEHER ARCHITECTS INC. 2 MIRANOVA PLACE GALV. METAL COPING, DO NOT PAINT CHIPOTLE RED SIGN BAND, SEE 3/A205 GALVANIZED METAL PAINT CHIPOTLE RED W/ UNPAINTED EXPOSED FASTENERS, — ALIGN GALV. METAL COPING, DO NOT PAINT — C.J. C.J. T.O. PARAPET 1-D" A.F.F. ROOF LINE RECESSED ALUM. CHANNEL & SEALANT AT E.I.F.S. TRANSI GALVANIZED METAL CANOPY, SEE SHEET A31041 C.L. 0. LIGH 12' -12' -1/4" -1� A,F HEAD HT. 10`4 A.F.F. 22 GA. GALVANIZED 8.521*- METAL BAND, DO NOT PAINT, SEE 6/A360 GALVANIZED HOLLOW METAL STOREFRONT (PAINT F CHIPOTLE RED) W/ WOOD STILE & RAIL INSET . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . GALVANIZED METAL BASE, DO NOT PAINT FOUNDATION, SEE ----- - - - - -- — — — — — — — — — -- - - - - -- -- — — — STRUCTURAL DRAWINGS PATIO RAILING, SEE SHEET 2' -8 3/9* A415 EXT ELEV - SOUTH A200 1/4" 1/4 = 1' -0" T.O. ENTRY FIN 26-10" A.F.F. 2 C.J. 0 I 00 co 2 1/2" E.I.F.S. W/ "SANDBLAST FINISH" COLOR - CHIPOTLE GRAY (CUSTOM) ROOF ACCESS LADDER, PAINT CHIPOTLE RED, SEE DETAIL 5/ A320 2'4' DIA. EXTERNALLY ILLUMINATED PIN MOUNTED GALVANIZED DISC WITH CHIPOTLE RED PEPPER, SEE 8/A205 22 GA. GALVANIZED METAL ACCENT BAND, DO NOT PAINT, SEE 6/A360 WALK IN COOLER, FINISH W/GALVANIZED METAL BY COOLER MFR. CLASS BLOCK GALVANIZED METAL BASE, — — — — — — -- 7 L—L — DO NOT PAINT — — — — — — — — — — — — — — — — — — — — — - - -- L — — — — — — — - — — — — — — — — — — -------- 1--- 1 - ---------------- - - - - -- ---- --------- ----------- WOOD STILE & RAIL INSERT IN I GALVANIZED HOLLOW METAL FRAME (PAINT CHIPOTLE RED) T.O. ENTRY FIN 25-10" A.F.F. 6"H x 12' WIDE OVERFLOW SCUPPER. SEE DETAIL 2/A140, TYP. GALV. METAL COPING, DO NOT PAINT ROOF LINE T.O. PARAPET 18'-0" A.F.F. ROOF ACCESS LADDER, PAINT CHIPOTLE RED SEE DETAIL 5/A320 22 GA. GALVANIZED METAL ACCENT BANDS, DO NOT PAINT, SEE 6/A360, TYP. OF 3 — WALK IN COOLER, W/GALVANIZED METAL FINISH BY COOLER MFR., DO NOT PAINT T.O. COOLER 109' -0" GALVANIZED BASE, DO NOT PAINT j T.O. T ENTRY WALL C14 A F-1 'y 21'-l" 2 2 1/2' E.I.F.S. W/ 'SANDBLAST FINISH' J ENTR 2 _ A.F.F. F NA320/ COLOR-CHIPOTLE GRAY (CUSTOM) = 7 ALUMINUM CUT OUTS, PIN MOUNTED, CENTERED OVER WINDOWS, SEE 5/A205 C.L. 0. LIGHTS WOOD STILE & RAIL INSET 12'-1le A.F.F. IN GALVANIZED HOLLOW HOLLOW METAL DOOR, -METAL FRAME (PAINT PAINT CHIPOTLE RED CHIPOTLE RED) GALVANIZED METAL CANOPY, SEE SHEET A310 00 ---------- I I I IL - 1 - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L — — — — — — _J — — — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — FOUNDATION, SEE STRUCTURAL DRAWINGS 2 EXT ELEV - NORTH A200 J/T = 1'-0" N1W GALV. METAL COPING, DO NOT PAINT 2 1/2" E.I.F.S. W/ 'SANDBLAST FINISH" COLOR-CHIPOTLE GRAY (CUSTOM) GALVANIZED METAL CANOPY, SEE SHEET A310 22 GA. GALVANIZED METAL ACCENT BANDS, DO NOT PAINT, SEE 6/A360, TYP. OF 3 PATIO RAILING, SEE SHEET A415 & A416 ------ \ 0 0 GALVANIZED BASE, DO NOT PAINT COLUMBUS, OHIO 4321 T E L 6 1 4 . 2 2 8. 3 4 0 0 FAX 61 4.228.3337 W W W . G L A V A N. C 0 M U 5 A COPYRIGHT 2001 THIS DRAWING 15 AN INSTRUMENT OF SERVICE, AND AS SUCH, REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL INC.. PERMISSI FOR USE OF THIS DOCUMENT 15 LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL INC.. 1 543 WAZEE STREET DENVER, COLORADO 80202 PHONE: (303) 595 FAX: (303) 595 INTERNET: WWW.CH1IPOTLE.00M Revisions: A02.21.03 PRC - 2 Drawn: co, 8cm Checked: NEW Project No. CMG066 Contents: Building Elevations Exterior & Interior A 200 NOTE: GENERAL CONTRACTOR TO REVIEW RESPONSIBILITY MATRIX (SHEET A013) PRIOR TO AND DURING CONSTRUCTION. Date of Last Print: 02.21.2003 00 z 00 0 X 0 V) V) Of 0 UJ LLI 0 W Q Z 0 M 0 LO V _ 00 0 LIJ _J I 0 L) Issue Record: 01.31.03 PRC 02.21.03 PRC - 2 Revisions: A02.21.03 PRC - 2 Drawn: co, 8cm Checked: NEW Project No. CMG066 Contents: Building Elevations Exterior & Interior A 200 NOTE: GENERAL CONTRACTOR TO REVIEW RESPONSIBILITY MATRIX (SHEET A013) PRIOR TO AND DURING CONSTRUCTION. Date of Last Print: 02.21.2003 GALV. METAL COPING, DO NOT PAINT GALV. METAL COPING, DO NOT PAINT 3' -6" DIA. EXTERNALLY ILLUMINATED 10 ENTRY FIN T.O. ENTRY FIN PIN MOUNTED GALVANIZED DISC — - q .� WITH CHIPOTLE RED PEPPER 25' -10" A.F.F. 25' -10" A.F.F. GALVANIZED METAL PAINTED GALVANIZED METAL PAINTED CHIPOTLE RED W/ EXPOSED CHIPOTLE RED W/ EXPOSED UNPAINTED FASTENERS UNPAINTED FASTENERS GALV. METAL COPING, DO T.O. ENTRY WALL ILLUMINATED PIN MOUNTED NOT PAINT 21' - 1" A.F.F. GALVANIZED DISC WITH CHIPOTLE 1 RED PEPPER A320 '`-- -- - C.J. C.J. T.O. PARAPET T.O. PARAP 18' -0" A.F.F. __ .._....._. _ 18' -0" A.F.F. . i GALVANIZED COPING, DO ROOF LINE — ; _ ✓ 1 NOT PAINT ALUMINUM CUT OUTS, PIN I t ROOF LINE MOUNTED TO E.I.F.S. INTERNALLY ILLUMINATED CHIPOTLE elRED SIGN CABINET W/ CUT OUT ': O " CHIPOTLE" LETTERS W/ HEAD HT. TRANSLUCENT SILVER FILM OVER 10' -8" A.F.F. WHITE PLEXIGLAS 22 GA. GALVANIZED METAL - 71 ACCENT BANDS, DO NOT 2 1/2" E.I.F.S. W/ PAINT, SEE 6/A360, TYP. GALV. METAL CANOPY, SEE MEXICAN GRILL SANDBLAST FINISH SHEET A310 �, ? OF 3 COLOR- CHIPOTLE GRAY (CUSTOM) 2 1/2" E.I.F.S. W/ "SANDBLAST -- GLASS BLOCK r FINISH" COLOR- CHIPOTLE GRAY WALK IN COOLER, FINISH ® (CUSTOM) W /GALVANIZED METAL BY THE COOLER MFR. GALVANIZED HOLLOW METAL ; STOREFRONT (PAINT PATIO RAILING SEE SHEETS GALVANIZED BASE, DO NOT CHIPOTLE RED) W/ WOOD A415 & A416 PAINT STILE & RAIL INSET PATIO RAILING SEE SHEETS A415 & A416 GALVANIZED BASE, DO U LI U U U 1 U 0 FOUNDATION, SEE FOUNDATION, SEE NOT PAINT r L - _ - _____ ___ ___ _____ __I _ - ___1 1 STRUCTURAL DRAWINGS - - -•- - - - - - - - - STRUCTURAL DRAWINGS I- - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - I 47/8' 3' -11 3/4" r-------- - - - - - - L------------------- I 1 - 1 �- 1 - - - -- I --- - -- I------------- -I---------------------- I- - - -- -- - - - --I CONSULTANT: GLAVAN FEHER ARCHITECTS INC. 2 M I R A N O V A PLACE COLUMBUS, OHIO 43215 T E L 6 1 4 2 2 8 3 4 0 0 F A X 6 1 4 2 2 8 3 3 3 7 W W W. G L A V A N C O M U S A COPYRIGHT 2001 THIS DRAWING IS AN INSTRUMENT OF SERVICE, AND AS SUCH, REMAINS THE PROPERTY OF CHI POTLE MEXICAN GRILL INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL INC.. �_ 1 543 WAZEE STREET DENVER, COLORADO 80202 PHONE (303) 595 -4000 FAx: (303) 595 -4014 INTERNET: WWW.CHIPOTLE.COM 1 EXT ELEV - WEST A205 1/4" = 1' -0" 6'-4" 8' -6 518" 9' -0 314" -} 6' -8 7/8" 1 I I ' 6' -8 718" 1 CSI (' }ryr {( ( {,((� /�] /(y N N U D V N N CANOPY CHIPOTLE RED SIGN CANOPY WITH CUT OUT " CHIPOTLE" LETTERS, W/ SILVER TRANSLUCENT FILM OVER WHITE PLEXIGLAS 3 ENTRY CANOPY SIGN A205 1 /4" = 1' -0" 15-5 7/8" RED SIGN CANOPY 2 EXT ELEV - EAST A205 1 /4" = V -O" PATIO SIGN 1/4 = 1' -0" I NEW I 1M �. T.O. ENTRY WALL 21' -1" A.F.F. s 4 T.O. CO OLER 109' -0 -0" NOTE: - GALVANIZED METAL SHALL BE 20 GA, INSTALLED W/ NO. 8 X 5/8" GALVANIZED SCREWS & NOEPRENE WASHERS AT 8" O.C. AT EXTERIOR LOCATIONS INSTALL GALVANIZED OVER 30 LB FELT PAPER. SEE ELEVATIONS FOR FINISHES. GALV. METAL CANOPY, SEE SHEET A310 22 GA. GALVANIZED METAL ACCENT BANDS, DO NOT PAINT, SEE 6/A360, TYP. OF 3 6' -8 7/8" N ODD ALUMINUM CUT OUTS, PIN MOUNTED TO E.I.F.S. 5 PIN MOUNTED LETTERS A205 1/4" = 1' -0" Revisions: A02.21.03 PRC - 2 Drawn: Co, BCM 1" 10 1/2" lV ALUMINUM OUTER CIRCLE PIN MOUNTED TO SIGN DISK PIN MOUNTED CHIPOTLE RED PEPPER 6 PEPPER DISK A205 1/4" = 1' -0" 18' -0" MEXICAN GRILL 7 GALVANIZED CANOPY SIGN A205 1/4" = 1' -0" GALVANIZED METAL CANOPY W/ "MEXICAN GRILL" CUT OUT, SEE SHEET A310 PIN MOUNTED ALUMINUM OUTER CIRCLE PIN MOUNTED CHIPOTLE RED PEPPER $ WALL MOUNTED PEPPER DISK Checked: NEW Project No. CMG066 Contents: Building Elevations Exterior, Signage - "Ic -1 NOTE: GENERAL CONTRACTOR TO REVIEW RESPONSIBILITY MATRIX (SHEET A013) PRIOR TO AND DURING CONSTRUCTION. Date of Last Print: 02.21.2003 .° 00 Z tr � 00 O x o 1- � � V o w 0 w > Q o z c cn o Lo w U 1-- 0 00 J O U Issue Record: 01.31.03 PRC 02.21.03 PRC - 2 Revisions: A02.21.03 PRC - 2 Drawn: Co, BCM 1" 10 1/2" lV ALUMINUM OUTER CIRCLE PIN MOUNTED TO SIGN DISK PIN MOUNTED CHIPOTLE RED PEPPER 6 PEPPER DISK A205 1/4" = 1' -0" 18' -0" MEXICAN GRILL 7 GALVANIZED CANOPY SIGN A205 1/4" = 1' -0" GALVANIZED METAL CANOPY W/ "MEXICAN GRILL" CUT OUT, SEE SHEET A310 PIN MOUNTED ALUMINUM OUTER CIRCLE PIN MOUNTED CHIPOTLE RED PEPPER $ WALL MOUNTED PEPPER DISK Checked: NEW Project No. CMG066 Contents: Building Elevations Exterior, Signage - "Ic -1 NOTE: GENERAL CONTRACTOR TO REVIEW RESPONSIBILITY MATRIX (SHEET A013) PRIOR TO AND DURING CONSTRUCTION. Date of Last Print: 02.21.2003 CONSULTANT: NATIONAL E N G I N E E R I N G 784 Morrison Road Columbus, Ohio 43230 Phone, (614) 751 -9610 Fax: (614) 552 -5240 main@nationalengineering.com OFT t� E . ...... T.JONES of .RICH ...... .... : a; s No. 88203 : �® t /ONA� — COPYRIGHT 2000 THIS DRAWING IS AN INSTRUMENT OF SERVICE, AND AS SUCH, REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL INC.. PERMISSION FOR USE OF THIS DOCUMENT IS.LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL INC.. 1 543 WAZEE STREET DENVER, COLORADO 60ZOZ PHONE: (303) 595 -4000 FAx: (303) 595-4014 INTERNET: WWW.CHIPOTLE.COM 0 W NN' ry 0 00 0 X O Q -. O ry w L.{� W O W . 0 N � L.L.. W , D � JJ rn W uJ W 00 O U Issue Record: 01.31.2003 PRC 02.21.2003 PRC -2 Revisions: 0 02.21.2003 PRC -2 Drawn: AMK Checked: AMK /MPC Project No. 0264 Contents: ELECTRICAL SITE PLAN 60'0 Date of last Print: 02.21.2003 Lw �� +iA► GLAVAN FEHER ARCHITECTS INC 815 W. UNIVERSITY DRIVE COLLEGE STATION, TEXAS Cl�i otl� 1Xij I Jj� II : s elf � �Fi 41 till ICr };�;, �i U Now or Formerly John C. Culpepper ill o 207,620 Sq.Ft. (1190/466) — 15' (1) UP 0 C 2 o LL. Q m Z H 'TURF (1) UP a� TURF o Cd ° c. w (5) RF i y. .. . D 0 D .. Q .p ° •. D �, D D :.• D �• O : 'D D D .v D� ..v„ D .D . O \ x x x e r W t!2 Ifs n . . . . x �x x 11 v ° ^� O C d 1f �j a x o 0 0 1 l 1 x 111 1�1 l/ x x x vD� x x x x x x v O., : °• ° O cc .C-I «VJJ L ( 1 1 ;...U' .., z � �z ° , ,' • o. ' TURF: 0 O X ( UP A U (1) UP X D„ go a 9 (17) IB D ' gip •> � ��. •�,D . • (5) JS x �o (3) CC W PROPOSED CHIPOTLE MEXICAN GRILL a� TURF. ° 2 4' PAV SETBACK _ o 0 _ 1 984 S.F. °'PROPO .. , � PROPOSED : v. a ° ° D g PATIO °- III I BICYCLE 548 S.F. D v ° D x '1 ryry (7) IB �—, I PARKING ° ...D ° o D D ° v D ° J. (11) RF `I I ° -- -- -- -- -- LLI _ L x Telephone Manhole J 1. ALL PLANTS SHALL MEET OR EXCEED THE GUIDELINES ESTABLISHED FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 2. ALL PLANTING OPERATIONS SHALL ADHERE TO AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS. 3. CONFIRM LOCATION OF ALL UTILITIES AND SUBSURFACE DRAIN LINES PRIOR TO PLANT INSTALLATION. 4. PLANT LOCATIONS AND BEDS SHALL BE LOCATED BY CONTRACTOR AND APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 5. LANDSCAPE CONTRACTOR SHALL RESTORE ALL LAWN AREAS DISTURBED DURING CONSTRUCTION. 7. INSTALL ALL PLANTS IN ACCORDANCE WITH PLANTING DETAILS. 6. PLANTING BEDS SHALL HAVE MINIMUM 3" DEEP SHREDDED HARDWOOD BARK MULCH. MULCH HEDGES IN A CONTINUOUS BED. 8. ALL PLANTING BEDS TO BE TILLED AND BACKFILLED WITH TOPSOIL TO A MINIMUM DEPTH OF 12 °. APPROVED EQUAL. 9. LAWN AREAS TO BE BACKFILLED WITH 6" DEPTH TOPSOIL. 10. ALL PLANTING BEDS TO BE FERTILIZED WITH 10 -10-10 OR 11. CONTRACTOR TO DETERMINE PLANT LIST QUANTITIES FROM THE PLAN. TURF 1. REQUIRED POINTS= 3011000 SF OF SITE 30 x 18,500 SF OF SITE AREA = 555 POINTS 2. REQUIRED POINTS FOR FRONTAGE= 300150 LF OF FRONTAGE 300 x 150 LF OF FRONTAGE = 900 POINTS 3. TOTAL POINTS REQUIRED =1455 CONSULTANT: GLAVAN FEHER ARCHITECTS INC. 2 M I R A N O V A PLACE COLUMBUS, OHIO 43215 T E L 6 1 4. 2 2 8. 3 4 0 0 F A X 6 1 4. 2 2 8. 3 3 3 7 W W W G L A V A N. C O M U S A COPYRIGHT 21301 THIS DRAWING IS AN INSTRUMENT OF :SERVICE, AND AS SUCH, REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIP13TLE MEXICAN GRILL INC.. 1543 WAZEE STREET DENVER, COLORADO 60202 PHONE: (303) 595-4000 FAX: (303) 595 -4014 INTERNET: WWW.CHIPOTLE.COM KEY BOTANICAL NAME COMMON NAME SIZE COND. REMARKS d' POINTS f 00 \ i Z C� II _ Ulmus parvifolia sem ervirens Chinese Elm 25 Cal. H 00 CANOPYTREES 750 d' � Q i z O ti W W W — 15' (1) UP 0 C 2 o LL. Q m Z H 'TURF (1) UP a� TURF o Cd ° c. w (5) RF i y. .. . D 0 D .. Q .p ° •. D �, D D :.• D �• O : 'D D D .v D� ..v„ D .D . O \ x x x e r W t!2 Ifs n . . . . x �x x 11 v ° ^� O C d 1f �j a x o 0 0 1 l 1 x 111 1�1 l/ x x x vD� x x x x x x v O., : °• ° O cc .C-I «VJJ L ( 1 1 ;...U' .., z � �z ° , ,' • o. ' TURF: 0 O X ( UP A U (1) UP X D„ go a 9 (17) IB D ' gip •> � ��. •�,D . • (5) JS x �o (3) CC W PROPOSED CHIPOTLE MEXICAN GRILL a� TURF. ° 2 4' PAV SETBACK _ o 0 _ 1 984 S.F. °'PROPO .. , � PROPOSED : v. a ° ° D g PATIO °- III I BICYCLE 548 S.F. D v ° D x '1 ryry (7) IB �—, I PARKING ° ...D ° o D D ° v D ° J. (11) RF `I I ° -- -- -- -- -- LLI _ L x Telephone Manhole J 1. ALL PLANTS SHALL MEET OR EXCEED THE GUIDELINES ESTABLISHED FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 2. ALL PLANTING OPERATIONS SHALL ADHERE TO AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS. 3. CONFIRM LOCATION OF ALL UTILITIES AND SUBSURFACE DRAIN LINES PRIOR TO PLANT INSTALLATION. 4. PLANT LOCATIONS AND BEDS SHALL BE LOCATED BY CONTRACTOR AND APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 5. LANDSCAPE CONTRACTOR SHALL RESTORE ALL LAWN AREAS DISTURBED DURING CONSTRUCTION. 7. INSTALL ALL PLANTS IN ACCORDANCE WITH PLANTING DETAILS. 6. PLANTING BEDS SHALL HAVE MINIMUM 3" DEEP SHREDDED HARDWOOD BARK MULCH. MULCH HEDGES IN A CONTINUOUS BED. 8. ALL PLANTING BEDS TO BE TILLED AND BACKFILLED WITH TOPSOIL TO A MINIMUM DEPTH OF 12 °. APPROVED EQUAL. 9. LAWN AREAS TO BE BACKFILLED WITH 6" DEPTH TOPSOIL. 10. ALL PLANTING BEDS TO BE FERTILIZED WITH 10 -10-10 OR 11. CONTRACTOR TO DETERMINE PLANT LIST QUANTITIES FROM THE PLAN. TURF 1. REQUIRED POINTS= 3011000 SF OF SITE 30 x 18,500 SF OF SITE AREA = 555 POINTS 2. REQUIRED POINTS FOR FRONTAGE= 300150 LF OF FRONTAGE 300 x 150 LF OF FRONTAGE = 900 POINTS 3. TOTAL POINTS REQUIRED =1455 CONSULTANT: GLAVAN FEHER ARCHITECTS INC. 2 M I R A N O V A PLACE COLUMBUS, OHIO 43215 T E L 6 1 4. 2 2 8. 3 4 0 0 F A X 6 1 4. 2 2 8. 3 3 3 7 W W W G L A V A N. C O M U S A COPYRIGHT 21301 THIS DRAWING IS AN INSTRUMENT OF :SERVICE, AND AS SUCH, REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIP13TLE MEXICAN GRILL INC.. 1543 WAZEE STREET DENVER, COLORADO 60202 PHONE: (303) 595-4000 FAX: (303) 595 -4014 INTERNET: WWW.CHIPOTLE.COM Revisions: 02.21.03 PRC - 2 03.07.03 PRC - 3 1 2 I M ° o N N n 0 a REMOVE DE INJURED LIE NORMAL SH CUT MAIN LI MULCH COL PLANT MIX TREE PLANTING DETAIL 1 N . T . S . 4 LIMIT AMOUNT OF PRUNING TO 1/3 OF TOTAL BRANCH AREA TO COMPENSATE FOR LOSS OF ROOTS FROM TRANSPLANTING OR TO REMOVE DEAD OR INJURED LIMBS. RETAIN NATURAL SHAPE. I' _ ...uillllllu.. .. �...........IUIIOT..._ SEE PLANT LIST FOR SPACING 6" FROM EDGE OF PLANTING BED L— 2" DEEP SHREDDED BARK MULCH 2" DEPTH PEAT MOSS INCORPORATED INTO THE 6" OF TOP,( }OIL 12" DEPTH PREPARED BED FERTILIZE PER SPECS SHRUB PLANTING DETAIL 3 N.T.S. 4 SHRUB AND GROUNDCOVER SPACING N.T.S. TOTAL POINTS 1,650 N 46 °4 E — 164 (Deed) 47* 3 M 7 - E 7EL7 "International House of Pancakes" © Gas Meter TURF e SCALE IN FEET 0 10 20 PLANT LIST QTY. KEY BOTANICAL NAME COMMON NAME SIZE COND. REMARKS d' POINTS 00 Z C� II _ Ulmus parvifolia sem ervirens Chinese Elm 25 Cal. H 00 CANOPYTREES 750 d' � Q . (1) z O ti W W W Q %' O W 3 Z / E— � VJ F J B &B W NON CANOPYTREES O T- W SHRUBS 0 0 Issue Record: IB Ilex 'Burford' Burford Holly 01.31.03 PRC SHRUBS 02.21.03 PRC - 2 Juni erus ch. 'Sea Green' 03.07.03 PRC - 3 Revisions: 02.21.03 PRC - 2 03.07.03 PRC - 3 1 2 I M ° o N N n 0 a REMOVE DE INJURED LIE NORMAL SH CUT MAIN LI MULCH COL PLANT MIX TREE PLANTING DETAIL 1 N . T . S . 4 LIMIT AMOUNT OF PRUNING TO 1/3 OF TOTAL BRANCH AREA TO COMPENSATE FOR LOSS OF ROOTS FROM TRANSPLANTING OR TO REMOVE DEAD OR INJURED LIMBS. RETAIN NATURAL SHAPE. I' _ ...uillllllu.. .. �...........IUIIOT..._ SEE PLANT LIST FOR SPACING 6" FROM EDGE OF PLANTING BED L— 2" DEEP SHREDDED BARK MULCH 2" DEPTH PEAT MOSS INCORPORATED INTO THE 6" OF TOP,( }OIL 12" DEPTH PREPARED BED FERTILIZE PER SPECS SHRUB PLANTING DETAIL 3 N.T.S. 4 SHRUB AND GROUNDCOVER SPACING N.T.S. TOTAL POINTS 1,650 N 46 °4 E — 164 (Deed) 47* 3 M 7 - E 7EL7 "International House of Pancakes" © Gas Meter TURF e SCALE IN FEET 0 10 20 PLANT LIST QTY. KEY BOTANICAL NAME COMMON NAME SIZE COND. REMARKS TYPE POINTS CANOPY TREES 5 UP Ulmus parvifolia sem ervirens Chinese Elm 25 Cal. B &B CANOPYTREES 750 NON- CANOPY TREES 3 CC Cercis conadensis 'texenis' Texas Red Bud 1.5 Cal. B &B NON CANOPYTREES 120 SHRUBS 27 IB Ilex 'Burford' Burford Holly 5 Gal SHRUBS 270 15 JS Juni erus ch. 'Sea Green' Sea Green Juniper 5 Gal SHRUBS 150 12 TO Thu'a orientalis Oriental Arborvitae 6-7 B&B SHRUBS 120 PERENNIALS / GRASSES 24 PH Pennisetum a 'Hameln' Dwarf Fountain Grass 3 Gal SHRUBS 240 27 RF Rudbeckia f 'Goldstrum' Black Eyed Susan 1 Gal. 18 O.C. 27 CG Coreo sis q. Taby Sun' Baby Sun Coreo sis 1 Gal 24' O.C. Drawn: wfP Checked: NEW Project No. CMG066 Contents: LANDSCAPE PLAN C700 Date of Last Print: 03 -07 -03 If (11) RF 6 0 3 A006 of I 16' -1 1/8' 4 A006 5' -6" r 1 f 1 STANDARD GALVANIZED STEEL 1 FENCE POST, TYP. I t — ` 3' -0" X 6' -S* MAN DOOR, — ' SIMILAR TO DETAIL 2/A006 4" STEEL BOLLARD 48" HIGH. GROUT SOLID W/ ROUND TROWEL @ TOP. ENCASE IN 18" DIA CONCRETE 36" DEEP. (TYP. OF 4) z >n 1; { 4" CONC. SLAB W /6x6 - W1.4 x o W1.4 WWF OVER COMPACTED GRANULAR FILL - SLOPE TOWARDS DOORS TO INSURE �---� POSITIVE DRAINAGE —3/4" CONTROL EXPANSION t � I 1' -2 314" r � 0 r� ' 'il► 12' -8 7/8" 12' -4" JOINT - FILL W/ EXPANSION JOINT MATERIAL & PROVIDE SEALANT ® TOP 2 A006 DUMPSTER WALL PLAN A006 1/2" = 1141 20 GA. GALVANIZED METAL COPING CONTINUOUS 2X6 TREATED GIRT (TYP) GALVANIZED CHAIN LINK FENCE POST 20 GA GALVANIZED SHEET OVER 314" EXTERIOR SHEATHING 2 -1/2" STEEL U- CLAMPS BOLTED TO GIRTS CONCRETE SIDEWALK CONCRETE PIER TO FROST DEPTH 6 DUMPSTER WALL SECTION A006 3/4" = 1' -0" 6 "0 SCHEDULE 80 x 1' -0 "STEEL PIPE PIVOTS - PROVIDE STL. SHIM BETWEEN PIVOT & BOLLARD - WELD PIVOT TO DOOR - SHOP PRIME & PAINT GALVANIZED FINISH 6 "0 SCHEDULE 80 x 1" STEEL PIPE 1/ $ - -` TYP CLOSER HASP, SEE 8/A006 0 2 EAST ELEVATION A006 1' -9" TRASH EN OSURE DOOR, / SEE DETAIL 2/AO06 !� .6 CONC. LAB W/ 6x6 - W1.4xW1.4 NWF OVER COMPACTS GRANULAR FILL - SLOPE TOI ARDS PAVEMENT TO INSURE PC 31TIVE DRAINAGE TRASH ENCLOSURE DOOR: 2" x 2" x 1/4" STL. ANGLE STILES & RAILS W/ 1 -112" GALV. CORRUGATED DECKING (LEAVE RAW) & 1 -1/4" x 1 -1/4" x 3116" STL ANGLE BRACE - SHOP PRIME ANGLES & PAINT W/ 2 COATS GALVANIZED FINISH 5 "4 SCHEDULE 40 STL. BOLLARD GROUT SOLID & ROUND & TROWEL @ TOP. EMBED 2' -3" INTO CONCRETE PIER - PAINT ° CLAVANIZED FINISH 22 GA. GALV. MTL. COPING (LEAVE RAI W/ CONT. DRIP ED( EA. SIDE 20 GA. GALV. MTL. W/ EXPOSED GALVANIZED (LEAVE RAW) 20 GA. GALV. MTL CORNER (LEAVE RA 20 GA. GALV. MTL BASE (LEAVE RAW) 4 WEST ELEVATION A006 1/2" = 1' -0" GALVANIZED CHAIN LINK FENCE POST 2 -1/2" STEEL U- CLAMPS BOLTED TO GIRTS CONTINUOUS 2X6 TREATED GIRT (TYP) 20 GA GALVANIZED END CAP 6 "0 SCHEDULE 80 STEEL PIPE PIVOT - PROVIDE STL. SHIM BETWEEN PIVOT & BOLLARD - SHOP PRIME & PAINT GALVANIZED FINISH 2" x 2" x 1/4" STL. ANGLE DOOR FRAME (STILES & RAILS) - WELD TO DOOR PIVOT - SHOP PRIME & PAINT GALVANIZED FINISH 1 -112" GALV. CORRUGATED MTL. DECKING (LEAVE RAW) - WELD TO DOOR FRAME AS SHOWN M 5 "O SCHEDULE 40 STL BOLLARD GROUT SOLID & ROUND & TROWEL @ TOP - PAINT GALVANIZED; ENCASE IN 24" DIA CONCRETE BASE 36" DEEP. 20 GA GALVANIZED STL OVER 314" EXTERIOR SHEATHING 7 DUMPSTER WALL DETAIL A006 , 1/2" _ 1' -0" G I _ r 4' 8 TYP. CANE BOLT DETAIL A006 1 112" = 1' -0" I" -Q .,- Ao s NORT H ELEVATION 1/2" 1 0 22 GA. GALV. MTL. - COPING (LEAVE RAW) W/ CONT. DRIP EDGE ® EA. SIDE 20 GA. GALV. MT- W/ EXPOSED GALVANIZED (LEAVE RAW) 20 GA. GALV. MTL. CORNER (LEAVE RA 20 GA. GALV. MTL BASE (LEAVE RAW) �—� � /8 TYP S 0 TRASH ENC 0 Z � o o a o 0 0 o 0 0 ° x 2" x 2" x 1 _O O w It O w RAILS W/ 1 z O J to H J V) O DECKING W U 0 00 Ld 1 -1 /" x 3 J O U Issue Record- SHOP PRIM E 01.31.03 PRC 02.21.03 PRC - 2 03.07.03 PRC - 3 COATS GAL Revisions: A02.21.03 PRC - 2 AN 03.07.03 PRC - 3 03.13.03 NEW 4 "O SCHED Drawn: CO, BCM Checked: 4"O SCHED NEW Project No. CMG066 Contents: PIVOTS - P ° ° ° ° ° ° PIVOT & B DOOR - SH GALVANI N) 3/16 3 "0 SCHED GROUT SOL TROWEL - INTO CONC ? 22 GA, GALV, MTL COPING (LEAVE RAW) W/ CONT. DRIP EDGES EA. SIDE 20 GA. GALV. MTL W/ EXPOSED GALVANIZED (LEAVE RAW) 20 GA. GALV. MTL CORNER (LEAVE RAW) 20 GA. GALV. MTL BASE (LEAVE RAW) LOSURE DOOR: /4" STL. ANGLE STILES & -1/2" GALV. CORRUGATED LEAVE RAW) & 1 -1/4" x /16" STL ANGLE BRACE - ANGLES & PAINT W/ 2 VANIZED FINISH ULE 80 x 1" STEEL PIPE ULE 80 x 1' -0 "STEEL PIPE ROVIDE STL. SHIM BETWEEN OLLARD - WELD PIVOT TO OP PRIME & PAINT ZE�F IIINIISIHI -�TYP ULE 40 STL. BOLLARD ID & ROUND & TOP. EMBED 2' -3" RETE PIER - PAINT _ LAVANIZED FINISH CLOSER HASP, SEE 8/AO06 5 SOUTH ELEVATION 1/8" BAR IN "ZEE" PROFILE, 1" WIDE - PRORIF TO ACCEPT CANE BOLT - WELD TO FRAME - SHOP PRIME & PAINT W/ 2 COATS GALVANIZED FINISH TRASH ENCLOSURE DOOR: 2" x 2" x 1/4" STL ANGLE STILES & RAILS W/ 1 -1/2" GALV, CORRUGATED DECKING (LEAVE RAW) & 1 -1/4" x 1 -1/4" x 3/16" STL ANGLE BRACE - SHOP PRIME ANGLES & PAINT W/ 2 COATS GALVANIZED FINISH PIPE SLEEVE - WELD TO FRAME - SHOP PRIME & PAINT W/ 2 COATS GALVANIZED FINISH Z�7Iir�P[�I�eL�( 314" DIAMETER STEEL CANE BOLT - SHOP PRIME & PAINT W/ 2 COATS GALVANIZED FINISH CONCRETE PAVING 1 1/2" I.D. x 6" LONG STEEL PIPE SLEEVE FLUSH WITH TOP OF PAVING- PROVIDE AT CLOSED AND FULLY OPEN POSITION, TYPICAL BIKE RACK CIRCA 2000 (CIR- 8 -IG -S) MADRAX, INC. 800- 448 -7931 (1.90 0. D. TUBE) N I 0 GRADE N \ \ x XV/ o ° 000 °00 8000 °0000 ° 00o� / /�� / /� 9 BIKE RACK FOOTING DETAIL A006 314" = 1' -0" CONCRETE 3/8 0 X 6" ANCHOR ROD THRU HOLE GRANULAR NATIVE SOIL CONSULTANT: GLAVAN FEHER ARCHITECTS INC. 2 M I R A N O V A P L A C E COLUMBUS, OHIO 43215 T E L 6 1 4. 2 2 8 3 4 0 D F A X 6 1 4. 2 2 8 3 3 3 7 W W W G L A V A N. C O M U S A COPYRIGHT 2001 THIS DRAWING IS AN INSTRUMENT OF SERVICE, AND AS SUCH, REMAINS THE PROPERTY OF CHIPOTLE MEXICAN G RILL INC.. P ERMIS51ON FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL INC.. 1 543 WAZEE STREET DENVER, COLORADO 80202 PHONE (303) 595 -4000 FAX: (3 O 3) 595-4014 INTERNET: WWW.CHlPOTLE.COM Date of Last Print: i 1' -0" 0 0 Z � � 00 ° x _O O w It O w z O J to H J V) O W U 0 00 Ld J O U Issue Record- 01.31.03 PRC 02.21.03 PRC - 2 03.07.03 PRC - 3 Revisions: A02.21.03 PRC - 2 AN 03.07.03 PRC - 3 03.13.03 NEW STANDARDS Drawn: CO, BCM Checked: NEW Project No. CMG066 Contents: Site Details Date of Last Print: i 1' -0" NOTE: GALVANIZED METAL SHAL BE 20 GA, INSTALLED W/ NO. 8 X 5/8' GALVANIZED SCREWS & NOEPRENE WASHERS AT 8" O.C. AT EXTERIOR LOCATIONS INSTAL GALVANIZED OVER 30 LB FELT PAPER. SEE ELEVATIONS FOR FINISHES. GALV. METAL COPING, DO NOT PAINT CHIPOTLE RED SIGN BAND, SEE 3/A205 GALVANIZED METAL PAINT CHIPOTLE RED W/ UNPAINTED EXPOSED FASTENERS, ALIGN GALV. METAL COPING, DO NOT PAINT C.J. C.J. T.O. PARAPET 16-0" A.F.F. ROOF LINE RECESSED ALUM. CHANNEL & SEALANT T AT E.I.F.S. TRANSITON--,________, GALVANIZED METAL CANOPY, SEE SHEET A3104 1 6 C.L. 0. LIGHTS HEAD HT. " 12' -1/4" A.Ff- 16-8" A.F.F. 22 GA. GALVANIZED 0 q Al I METAL BAND, DO NOT 00 z PAINT, SEE 6/A360 0 X 0 1-- < GALVANIZED HOLLOW METAL V W 0 Ld U-1 (_) > — Z < X L 0 STOREFRONT (PAINT U) 0 L.LJ C) 0 00 LLJ CHIPOTLE RED) W/ WOOD I —J 0 0 STILE & RAIL INSET 01.31.03 PRC 02.21.03 PRC - 2 03.07.03 PRC - 3 GALVANIZED METAL BASE, DO NOT PAINT FOUNDATION, SEE — — — ----- ------- ------------------ STRUCTURAL DRAWINGS PATIO RAILING, SEE SHEET 2' -8 3/9 A415 EXT ELEV - SOUTH i le = 1'-0" T.O. ENTRY FIN 26-10" A.F.F. G.J. �Fot LCO-4 fl) I 00 0 2 1/2' E.I.F.S. W/ "SANDBLAST FINISH" COLOR - CHIPOTLE GRAY (CUSTOM) ROOF ACCESS LADDER, PAINT CHIPOTLE RED, SEE DETAIL 5/ A320 2' -2" DIA. EXTERNALLY ILLUMINATED PIN MOUNTED GALVANIZED DISC WITH CHIPOTLE RED PEPPER, SEE 7/A205 22 GA. GALVANIZED METAL ACCENT BAND, DO NOT PAINT, SEE 6/A360 WALK IN COOLER, FINISH W/GALVANIZED METAL BY COOLER MFR. GLASS BLOCK I I GALVANIZED METAL BASE, I I I I -- — — — — — — - T L — Lr DO NOT PAINT - -- — — . / ----- - - - - -- - - - L — — — — — — — - I r- -i — — — — — — — — — — ------------ I - ---------------- - - - - -- --------- I- - - -- — - - - - - -J 0 1/2" WOOD STILE & RAIL INSERT IN GALVANIZED HOLLOW METAL FRAME (PAINT CHIPOTLE RED) T.O. ENTRY FIN 25-10" A.F.F. 6"H x 127 WIDE OVERFLOW SCUPPER. SEE DETAIL 2/A140, TYP. GALV. METAL COPING, DO NOT PAINT ROOF LINE T.O. PARAPET 18'-0" A.F.F. ROOF ACCESS LADDER, PAINT CHIPOTLE RED SEE DETAIL 5/A320 22 GA. GALVANIZED METAL ACCENT BANDS, DO NOT PAINT, SEE 6/A360, TYP. OF 3 — WALK IN COOLER, W/GALVANIZED METAL FINISH BY COOLER MFR., DO NOT PAINT T.O. COOLER log'-O" GALVANIZED BASE, DO NOT PAINT T.O. ENTRY WALL 21'-1" A.F.F. ALUMINUM CUT OUTS, PIN MOUNTED, CENTERED OVER WINDOWS, SEE 4/A205 .... .. ...... C.L. 0. LIGHTS WOOD STILE & RAIL INSET ET lf-lle A.F.F. IN GALVANIZED HOLLOW k6 HOLLOW METAL DOOR, METAL FRAME (PAINT PAINT CHIPOTLE RED CHIPOTLE RED) GALVANIZED METAL CANOPY, SEE SHEET A310 ED 00 ---------------------------------------------------------------------------------- I - - --=- -- — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — FOUNDATION, SEE STRUCTURAL DRAWINGS 2 EXT ELEV - NORTH A200 1 / = 1 GALV. METAL COPING, DO NOT PAINT 2 1/2" E.I.F.S. W/ "SANDBLAST FINISH" COLOR-CHIPOTLE GRAY (CUSTOM) GALVANIZED METAL CANOPY (CANOPY TO BE PAINTED CHIPOTLE RED W/ GALV. SUPPORTS UNPAINTED), SEE SHEET A310 22 GA. GALVANIZED METAL ACCENT BANDS, DO NOT PAINT, SEE 6/A360, TYP. OF 3 PATIO RAILING, SEE SHEET A415 & A416 U U GALVANIZED BASE, DO NOT PAINT CONSULTANT: GLAVAN FEHtR ARCHITECTS INC. 2 MIRANOVA PLACE COLUMBUS, OHIO 4321 T E L 6 1 4 2 2 8 3 4 0 0 F A X 6 1 4 2 2 8 3 3 3 7 W W W . G L A V A N C 0 M U 5 A COPYRIGHT 213131 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUC H, REMAI THE PROPERTY OF CHIPOTLE MEXICAN GRILL INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL INC.. 1543 WAZEE STREET DENVER, COLORADO 80202 PHONE: (303) 595-4000 FAx: (303) 595-4014 INTERNET: WWW.CHIPOTLE:.CDM Revisions: 02.21.03 PRC - 2 03.07.03 PRC - 3 03.13.03 NEW STANDARDS I)raww. CO, BCM Checked: NEW Project No. CMG066 Contents: Building Elevations Exterior & Interior A 200 NOTE: GENERAL CONTRACTOR TO REVIEW RESPONSIBILITY MATRIX (SHEET A013) PRIOR TO AND DURING CONSTRUCTION. 2 1/2' E.I.F.S. W/ "SANDBLAST FINISH' COLOR-CHIPOTLE GRAY (CUSTOM) — Date of Last Print: 03.07.2003 0 q 00 z 00 0 X 0 1-- < V W 0 Ld U-1 (_) > — Z < X L 0 F- U) 0 L.LJ C) 0 00 LLJ I —J 0 0 Issue Record: 01.31.03 PRC 02.21.03 PRC - 2 03.07.03 PRC - 3 Revisions: 02.21.03 PRC - 2 03.07.03 PRC - 3 03.13.03 NEW STANDARDS I)raww. CO, BCM Checked: NEW Project No. CMG066 Contents: Building Elevations Exterior & Interior A 200 NOTE: GENERAL CONTRACTOR TO REVIEW RESPONSIBILITY MATRIX (SHEET A013) PRIOR TO AND DURING CONSTRUCTION. 2 1/2' E.I.F.S. W/ "SANDBLAST FINISH' COLOR-CHIPOTLE GRAY (CUSTOM) — Date of Last Print: 03.07.2003 GALV. METAL COPING, DO NOT PAINT dill T.O. PARAPET � `f' 18'0 A.F.F. ROOF LINE ALUMINUM CUT OUTS, PAINT CHIPOTLE RED, PIN -- - MOUNTED TO E.I.F.S. NERD _HT. �Y 164 A.F.F. GALV. METAL CANOPY, SEE SHEET A310 2 1/2" E.I.F.S. W/ "SANDBLAST FINISH" COLOR- CHIPOTLE GRAY (CUSTOM) GALVANIZED HOLLOW METAL STOREFRONT (PAINT CHIPOTLE RED) W/ WOOD STILE & RAIL INSET C.J. GALV. METAL COPING, DO NOT PAINT 3' -6" DIA. EXTERNALLY ILLUMINATED PIN MOUNTED GALVANIZED DISC WITH CHIPOTLE RED PEPPER GALVANIZED METAL PAINTED CHIPOTLE RED W/ EXPOSED UNPAINTED FASTENERS - - T.O. ENTRY WALL 21' -1" A.F.F. - C.J. r ....... __... .,...�_. ... GALV. METAL COPING, DO NOT PAINT -- I rml GALVANIZED BASE, DO 0 U U U U L1 I U - NOTPAINT r--- - - - - -- ------------------------- lr------ - - --�- I— — — — — — — — — — — -s — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 4 7/8" S-11 3/4" T.O. ENTRY FIN 25' -10" A.F.F. GALVANIZED METAL PAINTED CHIPOTLE RED W/ EXPOSED UNPAINTED FASTENERS 3' -6" DIA. EXTERNALLY ILLUMINATED PIN MOUNTED GALVANIZED DISC WITH CHIPOTLE RED PEPPER _ T.O. PARAPET 154 A.F.F. GALVANIZED COPING, DO NOT PAINT ROOF LINE 2 EXTERNALLY ILLUMINATED CHIPOTLE RED SIGN CABINET W/ PIN MOUNTED ALUMINUM " CHIPOTLE" LETTERS 2 1/2" E.I.F.S. W/ "SANDBLAST FINISH" COLOR- CHIPOTLE GRAY (CUSTOM) WALK IN COOLER, FINISH W /GALVANIZED METAL BY THE COOLER MFR. GALVANIZED BASE, DO NOT PAINT PA110 RAILING SEE SHEETS A415 & A416 FOUNDATION, SEE STRUCTURAL DRAWINGS • Al ' ,� T.O. ENTRY WALL *21' 1 " 1 A3; T.O. COOLER i09' -0" NOTE: GALVANIZED METAL SHALL BE 20 GA, INSTALLED W/ NO. 8 X 5/8" GALVANIZED SCREWS & NOEPRENE WASHERS AT 8" O.C. AT EXTERIOR LOCATIONS INSTALL GALVANIZED OVER 30 LB FELT PAPER. SEE ELEVATIONS FOR FINISHES. GALV. METAL CANOPY, SEE SHEET A310 22 GA. GALVANIZED METAL ACCENT BANDS, DO NOT PAINT, SEE 6/A360, TYP. OF 3 r -------------- r L-------------------- ,- - - -- - - - - -� I--------- - - - --I -- ------------------- I- - - -- - - - - -J CONSULTANT: GLAVAN FEHER ARCHITECTS INC. 2 M I R A N O V A P L A C E COLUMBUS, OHIO 43215 T E L 6 1 4 2 2 8 3 4 0 D F A X 6 1 4 2 2 8 3 3 3 7 W W W G L A V A N C O M U S A COPYRIGHT 2001 THIS DRAWING IS AN INSTRUMENT OF SERVICE, AND AS SUCH, REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL INC.. 1 543 WAZEE STREET DENVER, COLORADO 80202 PHONE (303) 595 -4000 FAx: (3 O 3) 59 5 -401 4 INTERNET: WWW.CHIPOTLE.COM EXT ELEV - WEST A2O5 114" = 1' -0" 6 -4 CV 0 i C4 VI f II V 1 L_L_ 1 \L!J VI VN C) 3 ENTRY CANOPY SIGN A205 1/2" = 1' -0" ■I�I�I 8' -6 5/8" 6 7/8 6' -8 7/8" ALUMINUM OUTER CIRCLE PIN MOUNTED TO SIGN DISK PIN MOUNTED CHIPOTLE RED PEPPER 5 PEPPER DISK A205 1/2" = 14" 9' -0 3/4" T.O. ENTRY FIN 25 -10" A.F.F. 22 GA. GALVANIZED METAL ACCENT BANDS, DO NOT PAINT, SEE 6/A360, TYP. OF 3 GLASS BLOCK PA110 RAILING SEE SHEETS A415 & A416 FOUNDATION, SEE STRUCTURAL DRAWINGS 8 -2 ° MEXICAN C; RI LL 6 GALVANIZED CANOPY SIGN A205 1/2" = 1'-Q" GALVANIZED METAL CANOPY W/ "MEXICAN GRILL" CUT OUT SEE SHEET A310 GALVANIZED METAL CANOPY, PAINT CHIPOTLE RED GALVANIZED METAL SUPPORTS, DO NOT PAINT Q0 CNIJ 0 _1 N DY For 6 1 PAINT LETTERS CHIPOTLE RED ALUMINUM CUT OUTS, PIN MOUNTED TO E.I.F.S. l 4 PATIO SIGN A2O5 1/2" = 1' -0" 7 _ WALL MOU PEPPER QkK A205 1/2" = 14" GENERAL CONTRACTOR TO REVIEW RESPONSIBILITY MATRIX (SHEET A013) PRIOR TO AND DURING CONSTRUCTION. 18'- 0 ) 2 EXT ELEV - EAST 1557/8" PIN MOUNTED ALUMINUM OUTER CIRCLE, PIN MOUNTED CHIPOTLE RED PEPPER I • 1 f ` } 1 d ,• � 00 z o 00 GALVANIZED BASE, DO 0 U U U U L1 I U - NOTPAINT r--- - - - - -- ------------------------- lr------ - - --�- I— — — — — — — — — — — -s — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 4 7/8" S-11 3/4" T.O. ENTRY FIN 25' -10" A.F.F. GALVANIZED METAL PAINTED CHIPOTLE RED W/ EXPOSED UNPAINTED FASTENERS 3' -6" DIA. EXTERNALLY ILLUMINATED PIN MOUNTED GALVANIZED DISC WITH CHIPOTLE RED PEPPER _ T.O. PARAPET 154 A.F.F. GALVANIZED COPING, DO NOT PAINT ROOF LINE 2 EXTERNALLY ILLUMINATED CHIPOTLE RED SIGN CABINET W/ PIN MOUNTED ALUMINUM " CHIPOTLE" LETTERS 2 1/2" E.I.F.S. W/ "SANDBLAST FINISH" COLOR- CHIPOTLE GRAY (CUSTOM) WALK IN COOLER, FINISH W /GALVANIZED METAL BY THE COOLER MFR. GALVANIZED BASE, DO NOT PAINT PA110 RAILING SEE SHEETS A415 & A416 FOUNDATION, SEE STRUCTURAL DRAWINGS • Al ' ,� T.O. ENTRY WALL *21' 1 " 1 A3; T.O. COOLER i09' -0" NOTE: GALVANIZED METAL SHALL BE 20 GA, INSTALLED W/ NO. 8 X 5/8" GALVANIZED SCREWS & NOEPRENE WASHERS AT 8" O.C. AT EXTERIOR LOCATIONS INSTALL GALVANIZED OVER 30 LB FELT PAPER. SEE ELEVATIONS FOR FINISHES. GALV. METAL CANOPY, SEE SHEET A310 22 GA. GALVANIZED METAL ACCENT BANDS, DO NOT PAINT, SEE 6/A360, TYP. OF 3 r -------------- r L-------------------- ,- - - -- - - - - -� I--------- - - - --I -- ------------------- I- - - -- - - - - -J CONSULTANT: GLAVAN FEHER ARCHITECTS INC. 2 M I R A N O V A P L A C E COLUMBUS, OHIO 43215 T E L 6 1 4 2 2 8 3 4 0 D F A X 6 1 4 2 2 8 3 3 3 7 W W W G L A V A N C O M U S A COPYRIGHT 2001 THIS DRAWING IS AN INSTRUMENT OF SERVICE, AND AS SUCH, REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL INC.. 1 543 WAZEE STREET DENVER, COLORADO 80202 PHONE (303) 595 -4000 FAx: (3 O 3) 59 5 -401 4 INTERNET: WWW.CHIPOTLE.COM EXT ELEV - WEST A2O5 114" = 1' -0" 6 -4 CV 0 i C4 VI f II V 1 L_L_ 1 \L!J VI VN C) 3 ENTRY CANOPY SIGN A205 1/2" = 1' -0" ■I�I�I 8' -6 5/8" 6 7/8 6' -8 7/8" ALUMINUM OUTER CIRCLE PIN MOUNTED TO SIGN DISK PIN MOUNTED CHIPOTLE RED PEPPER 5 PEPPER DISK A205 1/2" = 14" 9' -0 3/4" T.O. ENTRY FIN 25 -10" A.F.F. 22 GA. GALVANIZED METAL ACCENT BANDS, DO NOT PAINT, SEE 6/A360, TYP. OF 3 GLASS BLOCK PA110 RAILING SEE SHEETS A415 & A416 FOUNDATION, SEE STRUCTURAL DRAWINGS 8 -2 ° MEXICAN C; RI LL 6 GALVANIZED CANOPY SIGN A205 1/2" = 1'-Q" GALVANIZED METAL CANOPY W/ "MEXICAN GRILL" CUT OUT SEE SHEET A310 GALVANIZED METAL CANOPY, PAINT CHIPOTLE RED GALVANIZED METAL SUPPORTS, DO NOT PAINT Q0 CNIJ 0 _1 N DY For 6 1 PAINT LETTERS CHIPOTLE RED ALUMINUM CUT OUTS, PIN MOUNTED TO E.I.F.S. l 4 PATIO SIGN A2O5 1/2" = 1' -0" 7 _ WALL MOU PEPPER QkK A205 1/2" = 14" GENERAL CONTRACTOR TO REVIEW RESPONSIBILITY MATRIX (SHEET A013) PRIOR TO AND DURING CONSTRUCTION. 18'- 0 ) 2 EXT ELEV - EAST 1557/8" PIN MOUNTED ALUMINUM OUTER CIRCLE, PIN MOUNTED CHIPOTLE RED PEPPER Contents: Building Elevations Exterior, Signage A 1205 Date of Last Print: 03.07.2003 1" 10 1/2 d 00 z o 00 O x O Fn z ( n w O UJ LIJ U > Q z O J U) (n O LO w U 0 00 J O U Issue Record: 01.31.03 PRC 02.21.03 PRC - 2 03.07.03 PRC - 3 Revisions: 1 02.21.03 PRC - 2 03.07.03 PRC - 3 03.13.03 NEW STANDARDS Drawn: CO, BCM Checked: NEW Project No. CMG066 Contents: Building Elevations Exterior, Signage A 1205 Date of Last Print: 03.07.2003 1" 10 1/2