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Verify location before installation. > iValve #3 (Drip) swee in ell at turn u for exterior mounted I 1 Portions of the pipe layout are y v Salton Controller is to be fruniahed by Owner. schematic. Lines are to be located A pull -string is to be laced in the sleeve I I o.W Verify location of power before installation of Controller. Inside planted areas• at the time of installation. i i Q Irrigation Controller #1 (io j ��� ®r �� ��� s. �— �� s� �� ® �� ® �� i iN Refer to 07/IRI ° O I IQN � Phase Lane ..��" Water Proof Connection (Typ. ) �� (12") Plastic Valve Box Valve Box With Cover (12) Plastic Valve Box Plastic Ball Valve Finish Grode/Top of Mulch Master Valve (SIZE VARIES) --1 Plastic Meter Box (Iq"x25") — — — — — Water Meter (SIZE VARIESI=„� ' _ ” (" — I „ Electric Valve: (SIZE VARIES) Compacted Native 5oi1 Un4isturbed Native Soil Copper Flow Line From Tap Water II—III Meter — Flow In Lateral Line VC Main Line Pipe L Double Check Valve Assemblyl�({�IIII{�{IiI{��iil{�{ul{� Irrigation Mainline (Install as per City Ordinance #2344.) (SIZE VARIES) 8" Pea Gravel (for Drainage) Enclosure -As Per City of College Station's Regyirements Electric Irrigation Valve 03 02 Vacuum Breaker Drip Valve Only use Toro 220 (Electric Pressure Regulated) AssemblyAll Other Valves Use Rainbrid PEB Series None None FL-OWERBED HEAD- 1211 EAD,11 pop-up - Ref:None _ - D HEAD T"t C Scale:None NOTE: INSTALL SPRINKLER MPR PLUS NOZZLES F L-Ol�(E RB D EA D (SIZE PER PEF PLAN) AT FINISHED GRADE WHERE REQUIRED TORO 5702-12P 5 APPROVED BACKFILL MPR PLUS NOZZLES TURF HEAD (0'I Pop—Up MPR PLUS NOZZLES (SIZE PER PLAN) NOTE: INSTALL SPRINKLER AT FINISHED GRADE APPROVED BACKFILL TORO 5702-6P SPRINKLER .LATERAL TEE LATERAL PIPE Toro 570 Series Spray Sprinkler None None �onftrdbi�EPr 019 .a sn O C C6 I r Qr O O 0 O O 1 CL C 0 CD c� V N .o c U co cv li I'EE IIPE 05 Toro 570 Series Spray Sprinkler None None 51ZE PER PLAN) 3 D BACKFILL E 06 Toro 570 Series 5HRU8 RI5ER SPRINKLE None None i Toro CUSTOM COMMAND with metal case. Secure to post or wall with appropriate fasteners. Controller for each system. Install as either t Mount or Wall Mount. Verify location before allation. ;r for the irrigation Controllers are to be furnished the Owner. Verify the location of each controller before allation. 3/4' Electrical Conduit Secure to post with appropriate fasteners. do`- e - , .efer to 01/IR I )r location of each controller. FRONT RIGHT -SIDE SECTION/ELEVATION 5ECTION/ELEVATION 07 Exterior („fetal Cabinet Controller Toro CUSTOi"( COMMAND 1AND None None Irrigation Specifications s All main lines are to be Schedule 40. L 1. Z All lateral lines are to be class 200. IX S. All fittings are to be Schedule 40. 4. All wiring is to be 14 gauge. Conduit for 115v a conductors per lc (o. and national code O 7. �i 8. O Valve #_ grade for a period of one year or will 3/41 Electrical Col LO Secure to wall L appropriate fost4 C) N unconditional one year guarantee (materials and labor). 10. .a sn O C C6 I r Qr O O 0 O O 1 CL C 0 CD c� V N .o c U co cv li I'EE IIPE 05 Toro 570 Series Spray Sprinkler None None 51ZE PER PLAN) 3 D BACKFILL E 06 Toro 570 Series 5HRU8 RI5ER SPRINKLE None None i Toro CUSTOM COMMAND with metal case. Secure to post or wall with appropriate fasteners. Controller for each system. Install as either t Mount or Wall Mount. Verify location before allation. ;r for the irrigation Controllers are to be furnished the Owner. Verify the location of each controller before allation. 3/4' Electrical Conduit Secure to post with appropriate fasteners. do`- e - , .efer to 01/IR I )r location of each controller. FRONT RIGHT -SIDE SECTION/ELEVATION 5ECTION/ELEVATION 07 Exterior („fetal Cabinet Controller Toro CUSTOi"( COMMAND 1AND None None Irrigation Specifications Materials All main lines are to be Schedule 40. L 1. 2. All lateral lines are to be class 200. S. All fittings are to be Schedule 40. 4. All wiring is to be 14 gauge. 5. All sleeves to be Schedule 40. (o. All electric valves: (Refer to 03/IR1) 7. Controllers are to be Toro Custom Command (metal Cabinet). 8. All valve boxes (concrete and plastic) shall remain flush with finish Valve #_ grade for a period of one year or will be raised/straightened at no cost to the owner. q. All irrigation components shall carry an unconditional one year guarantee (materials and labor). 10. Installation of all irrigation components shall be approved by Landscape Architect, Owner or Owners' Agent before pipes are covered. II. All irrigation ditches shall be backfilled and tamped. Stub Out Mainline for Phase 3 ff (2.5" Mainline) b � \SLOB BLE Irrigation Plan Ref: None Scale: 0=30' North Note= Verify all dimensions before construction. Irrigation Specifications Controller #1 - SERVICE ALLEY (PET SMART) Valve (Volume), (SPRAY) #I 30.0 GPM (33.85 GPM) (SPRAY) #2 33.85 GPM Avg, (DRIP) #3 11.05 GPM (241 GPM) Water output not to exceed 50 GPM. and FRONT PARKING LAT Valve (Volurne) MQx. GPM (69.18 GPM) (5PRAY) #4 69.18 GPM Avg. (SPRAY) #5 65.3 GPM (59:06 GPM) (5PRA� #r6 ou put 12.7 enot to exceed 70 GPM. F; NOTES Controller #1 operates valves from 2 water sources. Install a Master Valve for each water source. Controller #2 - (LINENS -N -THINGS) Valve (Volume) Max. (SPRAY) #i 24.42 GPM (24.42 GPM) (DRIP) #2 3.4 GPM Avg. (5PRAY) #3 19.29 GPM (15.70 GPM) Water output not to exceed 50 GPM. Irrigation Symbol Key Ill— Tap (SIZE VARIES) ® Irrigation Controller (07ARI) Y ® Vacuum Breaker Assembly (02/IRI) ® Electric Valve (03/IRI) 0 Toro 570 Series Irrigation Head -9-it—Toro Drip Emitter Tubing 12" O.C. Emitters I%2' PVC Irrigation Mainline NOTE: PVC Irrigation Pipe (Size Varies)I �a els - 4" , Toro Drip Emitter Tubing to be fed by �' 5CH 40 PVC Sleeve Under Concrete-"" a lateral line ever 30' (unless otherwise noted)a �_,' F• Phase UnvE-N X3, \\ \ ffi I'--5: a ji V \ \.`;, i 11 1 .�. Es \\ NOPorttions of the pipe 1are out ay �\ \2.5" m Mainline.' schematic. Lines are to be located II \ \\ inside planted areas. to02/IR2 �-VBA Refer I I ( ) -°F— 20 Sch 40 PVC Sleeve for Irrigation Wires \\ 2" Tap DOUBLE DOUBLE DOUBLE �+ SLEEVE_SLEEVE SLEEVE Rou ne lip 1 71 kj 2.5" Mainline11.2 is of thei pix ---I are schematic. are to be located planted areas. i x Valve #6 Valve #4 Ilve #5 1 O.) i Oj 4 O` — — — SINGLE �_. T I 5LEEVE i (TYP.) ....,.... 0 , Dne _ __ - r =-Steib Out Mainline %'for P�iase 3 _0%0�==- stub Out Lat©ral Line for Phase'3 - (SIi ADDITIONA - FUTURI l 0000 S_ 0 00 0 is of thei pix ---I are schematic. are to be located planted areas. i x Valve #6 Valve #4 Ilve #5 1 O.) i Oj 4 O` — — — SINGLE �_. T I 5LEEVE i (TYP.) ....,.... 0 , Dne _ __ - r =-Steib Out Mainline %'for P�iase 3 _0%0�==- stub Out Lat©ral Line for Phase'3 - (SIi ADDITIONA - FUTURI l 0000 S_ 0 00 0 tions of the pipe (layout are er►atic. -Lines_ o-joe-las de planted areas. j L 1.5" Mainline Valve #1 Valve #2 (Dri) - -- VBA(Refer to02/1R2) - 1" Tap = Valve #_ ' DO BLE tions of the pipe (layout are er►atic. -Lines_ o-joe-las de planted areas. j u� ale located J kE 'EINE FOR C �IPLIA CE ,JUL 0 7 �005'S�` IiLEGE ST4,TION 0000000 a S �E..�F..TE' p0 © Q.. .......° .............i .. 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JOIJo joajlyo.jy adoospuo-1 -iad so padoys / paun id aq lloys lo!ualow Iuo18 iib' '10 S sa�.oN �naauacJ wu laa�S .bib � mot aag (ZI3ddn9 n`d101) (pSddndo aoua3 �(onn! ad Lei - �Jn ! _ d0 ( pooh ,9 Bu!ls!x3 -IVIr- �C9 1013 h _-j �, \ C al. LOT 1, BLOCK 1 0 THE GATEWAY PHASE 2 I _j PUBLIC 1 1 VOL. 5809, PG. 70-71 EX. 20' SLOPE EASEMENT' ROP. VOL. 4974, PG. 289 CX 15' PUBLIC TILITY E. X IRRIG ON ZONED: R4 UTILI6 TY \EASEMENT --J ME Mf513z1_ r- 2 W N 4915'120 E 707.18" LOT 9, BLOCK 1 EX. DETENTION POND VOL. 4998, PG. 262 ZONED. CI -OV 0 60 120 1 1��M PMU I ----Exist 1-2 Water K ................................. ............. Exist8" W. W. Scale Factor: 1*P=EiO# YEX. VARIABLE WIDTH (I 11,111 1 ASI7_tdFWj A SAWCUF 7 7 -_ULL DEPTH UTILITY EASEMENT . . . . . . . . . . . . . LOA ING 10 OY* R. FLOODPLAINREMOVABLE CURB AREA VICINITY MAP (PER DETAIL } ' FDC THIS SHEET) PROP. I-Y'yl'yl PROP. NTS N WATER DUMPSTER '2r . . ....... LEGEND METER (SEE DETAIL) j w }rt -275.01Y ji 4j/ 2E 4M L-152.71' PROP. FH '24"W . ..... DUMPSTERS EX. BUILDING EXISTING CURB , (SEE DETAIL) LOT 1AR-2 PROPOSED CURB EX. 20' UTILITY— 1.661 ACRES LOT 11BLOCK 1 THE GATEWAY PHASE 1 fI M,12 Le VOL. 4998, PG. 262 EASEMENT 7- z EXISTING CONTOUR W W ZONED: C1 [--EX. 35' PRIVATE ACCESS PUBLIC UTILITY EASEMENT& 0 f 70 PROPOSED CONTOUR FF— 83. 00 FF=281.00 ZONED: C1 • �Ini 22,861 Sq. Ft. z PROP.- 15' -19 -28,197 Sq. Ft. 4 - hr -PROPOSED FIRE HYDRANT "'.'u"nuTy U Lf i IN RETAIL PPTAII 112. ", --, `f� -"- S 11 _:_ E M T., PROP. 15' PROP. 0�wf ao RAMP VRLITY 2 SPA. LINTY -- 2 SPA. 0 9'=1 8- 2 SPA. 0 BFR BFR 0 BF 9'=27 W VOL 5779, PG. 186 EX. VARIABLE WIDTH 9'=1 8' 9'=1 8' 3 SPA. 0 3 SPA. 0P. . ...... 9'=27 FDC 7 7 PRIVATE ACCESS EASEMENT 'FIIIA II ! n .1P S! A. 6� '+tt E C 6 Ll 9 9P VM i ZONED: C1 -OV VM 1 OOYR. FLOOD LOT 1, BLOCK 1 . ...... THE GATEWAY PHASE 3 VOL. 6372, PG. 139 .... ...... _7 .. ...... . . EX. 1 iOt LIC Vo - -L -FROF1. CID OD 00 OD 00 E IDE f•zo rzI II it0 IL 07 4- 0 -R-E V 2, 74 1 A C S I t d% or Lr- W 0) 03 PRQF.--20,' EV urnuw ze < Ak U < < < F, n U.7 6 4415 En U) U) U. Lj_ EL 0- --a:— to D-2V47'2(r (n U) a. En in N 04 C14 04 R C4 CII CT 00 L 23' r2OL- -2W--i 2S rlb-'- 3# _2WI NOTE: CH-*W4W5rW -28 PARKINS-_ -SP 23! r2O--' 23 _T --R 'DEDICATED-` .'MORE z TO-WINGS,_&JAO J J EX. z f ow - . , . 414 414 664 6!6!4L Rl ! i I N 4105 -1 -STA0RAWTPER GRE.'MENT _Z7 A E Q A %A1fNH T REMOVARI F QHRR nFTAII x.N I vg N.T.S. n, w/ O"E -F(�L�DEPTII-- N LOT 11, BLOCK 1 NOTE: 48 4#67 a 416 416 1833 t 416 416 ELEVATION 1. REMOVABLE CURB TO BE CONSTRUCTED MIS AT THE DIRECTION OF THE OWNER. C4 X PF 01'. RETAINI G W) 1± REQ IRED @ 13'-3 00 00 < < U-) +1 _T� n 633 e= P CC (n V) Cn En R) U) En (n E X. 12AVEMEN-T-- +2 7772 417 00 00 co 00. 00 00 00 +31 8L0.1 TA�IL. gA Q 97 it /4, �� jr4o/.,0560 TILT-KALL Cz D6 09 - FINISH TO MATCH 4,; 1 3 15&49 S/405!00r W El No"r REQUIRE S 491VOCr NED: -OV EX. 15' PRIVATE ACCESS 'E PO=07= EASE gy 4d� REMOVABLE-"CURs P/gyp/A/GFULL DE (PER DETAIL-- 12$ -0„ r A, 0 30, 19.88 g) E -F i' /THIS ..SHEET) R T N 5o.. WALL ALL 1�a P IV A C LI ASEMENT 21 EX. PAVEMENT— --EX VARIABLE WIDTH ko NED -15iMTE ACC TILI `4 72�' OtygY C C U RURI C U /V;,® AVE U 'j - X f J! OCL,PG UVN 7 CtTy './C P ��Y,4' VA L 4R, BLOC 1 37 A-TE�Y PH 4,SE 1 \ \ ` ®1 // / / /�\ \ ya i'\V01 3752, PG. 27 _NT 15 X.3U-7RTVA`TE ACCE ” • PrwR11=144 EASEM-_ t.. PG. 313 4, 0,44 &t 0 4 . .1 ), Ck TOTAL BLDG. SQ. FT.— 48,425 S.F. REQUIRED PARKING PROPOSED WATER PARKING. PROVIDED 336 SPACES PROPOSED SANITARY SEWER PROPOSED STORM SEWER ------ - SAWCUT PHASE LINE #3 BAR 6" LUBRICATED SMOOTH SEPARATE POUR #4 DOWEL BAR ON 36" CTRS. DOWEL BAR TO BE DRILLED INTO FULLY CURED PAVEMENT /7— EXTEND REINFORCED 30 DIA--/ BEYOND PAVEMENT z f ow - . , . 414 414 664 6!6!4L Rl ! i I N 4105 -1 -STA0RAWTPER GRE.'MENT _Z7 A E Q A %A1fNH T REMOVARI F QHRR nFTAII x.N I vg N.T.S. n, w/ O"E -F(�L�DEPTII-- N LOT 11, BLOCK 1 NOTE: 48 4#67 a 416 416 1833 t 416 416 ELEVATION 1. REMOVABLE CURB TO BE CONSTRUCTED MIS AT THE DIRECTION OF THE OWNER. C4 X PF 01'. RETAINI G W) 1± REQ IRED @ 13'-3 00 00 < < U-) +1 _T� n 633 e= P CC (n V) Cn En R) U) En (n E X. 12AVEMEN-T-- +2 7772 417 00 00 co 00. 00 00 00 +31 8L0.1 TA�IL. gA Q 97 it /4, �� jr4o/.,0560 TILT-KALL Cz D6 09 - FINISH TO MATCH 4,; 1 3 15&49 S/405!00r W El No"r REQUIRE S 491VOCr NED: -OV EX. 15' PRIVATE ACCESS 'E PO=07= EASE gy 4d� REMOVABLE-"CURs P/gyp/A/GFULL DE (PER DETAIL-- 12$ -0„ r A, 0 30, 19.88 g) E -F i' /THIS ..SHEET) R T N 5o.. WALL ALL 1�a P IV A C LI ASEMENT 21 EX. PAVEMENT— --EX VARIABLE WIDTH ko NED -15iMTE ACC TILI `4 72�' OtygY C C U RURI C U /V;,® AVE U 'j - X f J! OCL,PG UVN 7 CtTy './C P ��Y,4' VA L 4R, BLOC 1 37 A-TE�Y PH 4,SE 1 \ \ ` ®1 // / / /�\ \ ya i'\V01 3752, PG. 27 _NT 15 X.3U-7RTVA`TE ACCE ” • PrwR11=144 EASEM-_ t.. PG. 313 4, 0,44 &t 0 4 . .1 ), Ck TOTAL BLDG. SQ. FT.— 48,425 S.F. REQUIRED PARKING 194 SPACES PARKING. PROVIDED 336 SPACES --V. 1_/Y� cjs to 6 7 SITE PMN g s 1 GATEWAY CENTER 7" 312 0 ��� \15'-9 1/2" 15-9 1/2" U)Cl-OV �2ePHASE I arm. 12'- 10"/,-" 2'-10"/y 2 4 Cc) 'IV, - 00 PA EX' &IJILDIN 4 1�1 1� LOT 1AR (12.741 ACRES) & LOT 12 (1.661 ACRES) /V M j >< 53 _0' TALL GOW— R. -nLT-K6" PANEL - FINISH BLOCK 1 tY .5 �1 0 0 To MATrH E31JILDIN6 FIEI-V 0 0 EX. SUILDIN01 REVIEWED FOR YO > GATEWAY SUBDIVISION A lop COMPLIANCE I? qp-,5 ZONED: Cl -OV -""5_84 t 0 •0 VOL 6372f PC 139 0 JUL 0 7 2005 o -ION 0 COLLEGE TA I SITUATED IN THE -_DEVELOPWNT SEWICES RICHARD CARTER SURVEY..ASB -0 -C-4 0 0 "hi 0 &IL r C;ITY-OF COLLEGE STATION BRAZOS COUNTY, TEXAS P "Q SHEET 3 OF 12 0 0 F OR ;4 0 0 0 0 0 0 0 -REVIEWED OWNER P, ENGINEER A4 0 _U 0 4'-6- 4'-6- 4- 6" NOTE: COMPLIAN 0 0 0 0 Christon Company Brockette- Davis -Drake, Inc. 4 0 0 1 ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM 0 VIEW OR INSULATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC R.O.W. OR RESIDENTIAL S '04 15900 Dooley Road 4144 N. Central Expressway 00 60AP jUL 0 6 20 M 8) a 2 27. :r 0 :P Addison, Texas 75001 DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT 5' ABOVE GRADE. Suite 1100 t! tltn,; i, nF qTA71 CV 4z 0 SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALED annina, ie (972) 233-3333 Dallas, Texas 75.204 DUMPSIER DETAIL 0 rn N.T.S. L TO MAINTAIN A UNIFIED APPEARANCE. NEW EQUIPMENT TO BE SCREENED BY PARAPET ENGINEERING (214) 824-3647 WALLS. Scale: 1"=60' Date: June 2005 Job No. C04381 011' N.I.G. TTF. TEXTURE GOAT ACCENT TG -3 'T ][T1-1Qp r'1?AT FIFI--n BRICK MINSCOTI lk IVV-"CJ' 83.0' DATUM FIN. FLOOR BRICK WAINSCOIT 8-1 F.I.F.5. C. -n jr '.n CsTnmF ~ RAIL - SHOM FOR CLARITY, RE: 02/A1.2 SYST. A5 SPECIFIED Ass -1 01 EXTERIOR ELEVATIONS AREA GULTID STONE � C ,. SCOW -4E - 3,545 of E RE: E.IFS. E.IFS. TEXTURE' GOAT FIELD' 12Q of 4% "NATURAL 04010E" ,... ..... .._..._. .. ..-y ...... .. .,:.-.. .... is ,,, 'i r F f V B-2 EJ.FS. E.IPS. . RmP:. 9IaDM Wt1a..4 SM025 4 of 5% , B -t TEXTURE GOAT E2 BRICK Q BRIOK N 565 of "DARK 100' "BLEND #155" 567 of r1% ® e -s FIELD Q STUCCO STONE "WHITE OAK" 544 of "MITE OAK" 246 5f 41515 asp META" 0OPIN6 METAL COPING 60 of 2% 0 PAINT/TEXTURE COAT PAINT/TEXTURE COAT SW7036 "ACCESSIBLE BEIGE" 1,435 of SW1036 "AGGE651BL.E BEIGE" I,QI2 of TG-I.LF.S. PAINT/TEXTURE COAT ACCENT' PAINT/TEXTURE GOAT SW2134 "PAVESTONE" 401 of S-42134 "PAVESTONE" 344 sf 10% TEXTURE GOAT ACCENT PAINT/TEXTURE AINT T XTURE GOAT TILE MELD PAINT/TEXTURE GOAT `MTL. COPING SAND SWI026 "&RID GRAY" OTG 5% 0 TILE -3 COLOR# "INTENSE CARMINE' TL -I CALCULATED AS PERCENTAGE M-1 E -I OF WHOLE FACADE GLAZING SYSTEMS STOREFRONT CALCULATED AS PERCENTAGE I COLOR# "CLEAR ANNODIZED" SIONAIS 14% .0 STOREFRONT COLOR# "CLEAR ANNODIZED' J� 16515 0 _ i x GLASS/A L1IJM. 51-ORCFRONT T _3 5YST. AS SPECIFIED A5-1 TEXTURE GOAT PILASTER. 02 EXTERIOR ELEVATIONS ve rr <r:e MATERIAL AREA GULTID STONE � C ,. SCOW -4E - 3,545 of E RE: E.IFS. E.IFS. TEXTURE' GOAT FIELD' 12Q of 4% "NATURAL 04010E" BRICK WAINSCOTT 4 0+ GAP A4 -CENT' V B-2 EJ.FS. E.IPS. . RmP:. 9IaDM Wt1a..4 SM025 4 of 5% BRICK WAINSCDTT B -t CU RN31'1 CRITERIA - PETsMART MATERIAL AREA % OF � C ELEVATION FRONTAGE ELEVATION 3,545 of 100515 E.IFS. E.IFS. 5W7011 12Q of 4% "NATURAL 04010E" "N�ATUTUIZAL CHOICE" 0+ V F— EJ.FS. E.IPS. Qz SM025 4 of 5% "REQUISITE 64PAY" -s CU E2 BRICK Q BRIOK "DARK 100" "BLEND #155" 565 of "DARK 100' "BLEND #155" 567 of r1% ® e -s 5TUGCO STONE- Q STUCCO STONE "WHITE OAK" 544 of "MITE OAK" 246 5f 41515 asp META" 0OPIN6 METAL COPING 60 of 2% 0 PAINT/TEXTURE COAT PAINT/TEXTURE COAT SW7036 "ACCESSIBLE BEIGE" 1,435 of SW1036 "AGGE651BL.E BEIGE" I,QI2 of 5T515 PAINT/TEXTURE COAT PAINT/TEXTURE GOAT SW2134 "PAVESTONE" 401 of S-42134 "PAVESTONE" 344 sf 10% PAINT/TEXTURE AINT T XTURE GOAT PAINT/TEXTURE GOAT SW1026 "GRID GRAY" 115 of SWI026 "&RID GRAY" 6 of 5% 0 TILE 6LAZIN6 SYSTEMS COLOR# "INTENSE CARMINE' 3641 of CALCULATED AS PERCENTAGE TI A OF WHOLE FACADE GLAZING SYSTEMS STOREFRONT CALCULATED AS PERCENTAGE E COLOR# "CLEAR ANNODIZED" 553 of 14% .0 STOREFRONT F19H CRITERIA - LIMNS-WTHMS T Fn (j) � C LO ELEVATION FRONTASE ELEVATION 3,835 of 100% E.IFS. SWTOII 311 of 6% "N�ATUTUIZAL CHOICE" 0+ V F— t!1 V E.IPS. Qz � SW7023 "REQUISITE 6RAY" 76 of 2% -s CU I Zcc BRICK Q co z "DARK 100" "BLEND #155" 565 of 15% ® E CL 5TUGCO STONE- Q "WHITE OAK" 544 of 14% 4-2W META" 0OPIN6 0 665 of 25% PAINT/TEXTURE COAT m SW7036 "ACCESSIBLE BEIGE" 1,435 of 31% w rtr-t PAINT/TEXTURE COAT SW2134 "PAVESTONE" 401 of 10% P -3T 7Yr2 PAINT/TEXTURE AINT T XTURE GOAT SW1026 "GRID GRAY" 115 of 5% 0 TILE U COLOR# "INTENSE CARMINE' 3641 of 11% TI A aT GLAZING SYSTEMS CALCULATED AS PERCENTAGE E N OF WHOLE FACADE .0 STOREFRONT COLOR# "CLEAR ANNODIZED' 644 of 16515 0 -' FUNES LE E.I.FS. E E.FS.t COL.ORT SHERWIN WILLIAMS SW7011 "NATURAL CHOICE" FINISH: SANDPEBBLE E.z DRYVIT COLOR: SHERWIN WILLIAMS SM023 "REQUISITE 6RAY" FIN15Ht 5ANDPEBBLE BRICK: 0=4 ACNE BRICK COLOR: "DARK 100" (33515 #276, 33% #274, 33% #256) 9-2 ACNE BRICK COLOR: BLEND #155 SIZE: STANDARD MODULAR BRICK CULTURED STONE: ® CULTURED STONE COLOR- "W41TE OAK' PATTERN: COUNTRY LEDeesTDNE (CSV -20046) METAL COPIN6,5GIIPFERS, DOWNSPOUTS KYNAR SYSTEM COATING DOLOR: 'FWSCO WHITE' 5TOREPRONT: ® ALUMINUM STOREFRONT COLOR: "CLEAR ANNODIZED' PAINTlTEXTURE COAT: (— SHERWIN W1L UAMS tialCOLOR: SM056 "ACCESSIBLE BE16E" rF721 SHERWIN WIL.IAMS X72 COLOR: SW2154 'PAVESTON=" ('---n SHERWIN WILLIAMS �5 COLOR: SW O26 "GRID 6RAY" TILE: TL4 DEUTSCHE 5TEINZUE6 COLOR: #145 "INTENSE CARMINE" GLAZED ATOM BUILDING PRODUCTS COLOR: #420 "LIPSTICK" -�0 W T Fn (j) � C LO O J Z � 0+ O F— t!1 V U Qz � o 0 3 Mr CU I Zcc co `. z Q co z W? W s CL Q = X 4-2W drawn check by DE I 11 issue lof This document, whether in hard copy or machine readable tortnot, js copyrighted and on nstrument of SeNxes to inspect to the project for which it was prepared. This doarment is not intended or outhodzed for reuse by arty party on extension" of such project or o7 other prosect. My reuse, inciudin9 copying and/or mo 'Tying the document, without written permission from tiodc�es do oeiatee, for the specific pupnten rwe ided is a vEtion of federal copyright law. Unauth iz use of this matedol may mault In civil and/or cfiminal penalties. sheet - A3■ EXT : ELEVATIONS T N C LO 0 N � 0 3 CU �Na ~ 0 CL x X 4-2W I- m W L 0�0 0 U aT Cl) W E N .0 O U U � C -' 2 0 Cc M a a' , drawn check by DE I 11 issue lof This document, whether in hard copy or machine readable tortnot, js copyrighted and on nstrument of SeNxes to inspect to the project for which it was prepared. This doarment is not intended or outhodzed for reuse by arty party on extension" of such project or o7 other prosect. My reuse, inciudin9 copying and/or mo 'Tying the document, without written permission from tiodc�es do oeiatee, for the specific pupnten rwe ided is a vEtion of federal copyright law. Unauth iz use of this matedol may mault In civil and/or cfiminal penalties. sheet - A3■ EXT : ELEVATIONS