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PL-SPA ADM/APP 011916 (Modified Parking & Entry Ways)
O ry O z O U} O (Y :_ I O z V) V) Ld n z w ry. Ld s!. F- C) z r-- Li U) O CL [-1 Ld F- O z Q t� O t-- d z (Y O w O Z> z 0 L,..t UI w O r - O z U) F- iji v } L� U) d z C� U3 L.if I O C.� f1.. U- O h— z i - U7 z z d c� c.3 z a D 0 z 0 w ca (i r O CL n PAVING ■m■ �► r ■ml4L w i ■ /% ■ /"\ i ■ ■ ON, ■ a ■ o9P= SCALE: V=T -01' 2 1/2"x2 1/2"x 114" �-- GALV. 5TEEL EMBED PLATE GALV. STEEL � ROOF DECK G"xG"x 114" GALV. TUBE STEEL PAINTED COLUMN Wl CAP, PTD. GALV. HEAVY DUTY GATE HINGES A5 REQ'D DUMPSTER O� w OMPM Em" ■r*� Omm ImMm N ■ ■ 14'-O' 5EALER #4 SMOOTH DOWELS 2' LONG @ 2' W/ONE END GREASED AND CAPPED EXP. CAP Wl CLOSED END SEE PAVING LEGEND FOR REINFORCING 112” EXPAN51ON JOINT WITH COMP RF55113LE JOINT FILLER PULL HANDLE TYP. PR 5'-10'x8'-0" METAL GATES Wl PUFIN15HED METAL PANELS OVER GALV. STEEL FRAME PTD. PROVIDE GATE KEEPERS AT EACH GATE W1 HOLES IN SLAB FOR BOTH OPEN AND CLOSED POSITIONS '`-- PROVIDE CA51ER WHEEL AT EA. LEAF DUMPSTER mpwm s wm X S A MMM s A u r SCALE: 1/4"=1'_O" 7 114" THK CONCRETE TILT -WALL PANEL PTD. TO MATCH BLDG. TYPICAL \ / j 6"xG"x 114" GALV. TUBE STEEL COLUMN, PTD. j 1 G" CONC. CURB t G" CONC. FILLED -PTD. PIPE BOLLARD '`�' PK 5'-1 O"x8'-O" GALV. 3! A1.Q METAL GATE5 - PTD. SCALE: 1/4"=1'-0" FDG F.H. W1{2) CONC. FILLED PIPE BOLLARD5 PTD. I . ALL DIMEN51ON5 ARE TO BACK OF CURB UNLE55 7. REFER TO ELECTRICAL DRAWING5 FOR ALL CONDUIT LOCATIONS NOTED OTHERWISE. 8. REFER TO 5PECIFICATION5 FOR 501L PREPARATION UNDER 2, CUR13 RADII ARE 2`-Q" UNLE55 NOTED OTHERWISE PAVING, CONCRETE FLAIWORK, AND 5LA155 ON GRADE. 3. PAVING FOR SIDEWALKS TO BE 4" THK 3000 PSI CONCRETE 9. IMPROVEMENTS IN CITY R.O.W. MUST COMPLY WITH W/ G"XG" - W I.4XW I.4 WIRE MESH REINFORCING CITY STANDARD DETAILS A5 REQUIRED. 4. 51DE WALK EXP. JOINT5 ARE TO BE LOCATED AT A MAX. OF 10. 5UBGRADE COMPACTION UNDER FIRE LANE5, APPROACHES 29 Q.C. AND WHERE 51DEWALK5 CHANGE DIRECTION. AND ALL OTHER PAVEMENT SHALL BE PER SOILS REPORT - 5. PARKING LOT PAVEMENT MARKING DG98 @ 95% STANDARD DENSITY PROCTER SHALL BE 4" WIDE WHITE PAINTED LINES. 11. ALL PAVING 5U13GRADE SHALL BE 5TABILIZED W1 HYDRALIC LIME G. PROVIDE CONTROL JOINTS IN CONCRETE PAVING AS FOLLOWS: PER COPPELL STANDARDS 15' MAXIMUM ANY DIRECTION 12. ALL PAVING TO HAVE #3 BARS @ 18" Q.C. EACH WAY O $ '? T � � �.„_ — ro � MV FXCFPT FfRIM LANCS TO tIAVE #--t f3 � R� @ i 8° Q>G. EACVI WAY - t BETHEL ROAD PAVING LEGEND 8" THK 3000 P51 CONCRETE " � 6 THK 3000 PSI CONCRETE W1 #3 5AR5 @ I S' O.C. EACH WAY W1 #3 BARS @ 18" O.C. EACH WAY 7" THK 3000 PSI CONCRETE 5" THK 3000 P51 CONCRETE W1 #3 BARS @ 18' O.C. EACH WAY = : :: W/ #3 BARS @ 15' O.C. EACH WAY 7" THK 3000 P51 CONCRETE Wl #4 BARS @ 18' O.C. EACH WAY ALL PAVING 51.113GRADE TO BE STABILIZED PER, LIME 5ER1E5 PPR GiTY Of cOPP1*L1. 3TAIIDAKDS NORTH SCALE: 1"=30'-O" avy �iu 6 �3� r Z 0 1-4 V) w cr O tV r a j' LLO <� Ld 0- << O a. �- Ld 0 h- _ _ V) z t 1 V ui L� ry i.l.l Jit L'j _ �.2 r. (D C) �! V) z O Li Ld r: d it v ri M Q.+ rf- L Q !� N F-- PAVING ■m■ �► r ■ml4L w i ■ /% ■ /"\ i ■ ■ ON, ■ a ■ o9P= SCALE: V=T -01' 2 1/2"x2 1/2"x 114" �-- GALV. 5TEEL EMBED PLATE GALV. STEEL � ROOF DECK G"xG"x 114" GALV. TUBE STEEL PAINTED COLUMN Wl CAP, PTD. GALV. HEAVY DUTY GATE HINGES A5 REQ'D DUMPSTER O� w OMPM Em" ■r*� Omm ImMm N ■ ■ 14'-O' 5EALER #4 SMOOTH DOWELS 2' LONG @ 2' W/ONE END GREASED AND CAPPED EXP. CAP Wl CLOSED END SEE PAVING LEGEND FOR REINFORCING 112” EXPAN51ON JOINT WITH COMP RF55113LE JOINT FILLER PULL HANDLE TYP. PR 5'-10'x8'-0" METAL GATES Wl PUFIN15HED METAL PANELS OVER GALV. STEEL FRAME PTD. PROVIDE GATE KEEPERS AT EACH GATE W1 HOLES IN SLAB FOR BOTH OPEN AND CLOSED POSITIONS '`-- PROVIDE CA51ER WHEEL AT EA. LEAF DUMPSTER mpwm s wm X S A MMM s A u r SCALE: 1/4"=1'_O" 7 114" THK CONCRETE TILT -WALL PANEL PTD. TO MATCH BLDG. TYPICAL \ / j 6"xG"x 114" GALV. TUBE STEEL COLUMN, PTD. j 1 G" CONC. CURB t G" CONC. FILLED -PTD. PIPE BOLLARD '`�' PK 5'-1 O"x8'-O" GALV. 3! A1.Q METAL GATE5 - PTD. SCALE: 1/4"=1'-0" FDG F.H. W1{2) CONC. FILLED PIPE BOLLARD5 PTD. I . ALL DIMEN51ON5 ARE TO BACK OF CURB UNLE55 7. REFER TO ELECTRICAL DRAWING5 FOR ALL CONDUIT LOCATIONS NOTED OTHERWISE. 8. REFER TO 5PECIFICATION5 FOR 501L PREPARATION UNDER 2, CUR13 RADII ARE 2`-Q" UNLE55 NOTED OTHERWISE PAVING, CONCRETE FLAIWORK, AND 5LA155 ON GRADE. 3. PAVING FOR SIDEWALKS TO BE 4" THK 3000 PSI CONCRETE 9. IMPROVEMENTS IN CITY R.O.W. MUST COMPLY WITH W/ G"XG" - W I.4XW I.4 WIRE MESH REINFORCING CITY STANDARD DETAILS A5 REQUIRED. 4. 51DE WALK EXP. JOINT5 ARE TO BE LOCATED AT A MAX. OF 10. 5UBGRADE COMPACTION UNDER FIRE LANE5, APPROACHES 29 Q.C. AND WHERE 51DEWALK5 CHANGE DIRECTION. AND ALL OTHER PAVEMENT SHALL BE PER SOILS REPORT - 5. PARKING LOT PAVEMENT MARKING DG98 @ 95% STANDARD DENSITY PROCTER SHALL BE 4" WIDE WHITE PAINTED LINES. 11. ALL PAVING 5U13GRADE SHALL BE 5TABILIZED W1 HYDRALIC LIME G. PROVIDE CONTROL JOINTS IN CONCRETE PAVING AS FOLLOWS: PER COPPELL STANDARDS 15' MAXIMUM ANY DIRECTION 12. ALL PAVING TO HAVE #3 BARS @ 18" Q.C. EACH WAY O $ '? T � � �.„_ — ro � MV FXCFPT FfRIM LANCS TO tIAVE #--t f3 � R� @ i 8° Q>G. EACVI WAY - t BETHEL ROAD PAVING LEGEND 8" THK 3000 P51 CONCRETE " � 6 THK 3000 PSI CONCRETE W1 #3 5AR5 @ I S' O.C. EACH WAY W1 #3 BARS @ 18" O.C. EACH WAY 7" THK 3000 PSI CONCRETE 5" THK 3000 P51 CONCRETE W1 #3 BARS @ 18' O.C. EACH WAY = : :: W/ #3 BARS @ 15' O.C. EACH WAY 7" THK 3000 P51 CONCRETE Wl #4 BARS @ 18' O.C. EACH WAY ALL PAVING 51.113GRADE TO BE STABILIZED PER, LIME 5ER1E5 PPR GiTY Of cOPP1*L1. 3TAIIDAKDS NORTH SCALE: 1"=30'-O" avy �iu 6 �3� r Z 0 1-4 V) w cr O tV r a p (a'm [�" S p A SCALE: 1" = 30'-0" BELLE MEN AN 0 15 30 60 LANDSCAPE AREA LEGEND PHASE 1 PERIMETER LANDSCAPE 25,599 s.f. INTERIOR LANDSCAPE 5,406 s.f. >00< ><><>< NON -VEHICULAR OPEN SPACE 30,525 s.f. LANDSCAPE AREA PLAN 4245 North Central Expy Suite 501 Dallas, Texas 75205 214-865,7192 5.; 70 U') . 4 4) T_ c _Ile 0 0 CL 'a< 0 �"a 0 LO job no 1427 Sheet UJ ry U) 0 w w _J w CL 0_ w 0 LL job no 1427 Sheet LANDSCAPE NOTES 1. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SITE ELEMENTS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. SURVEY DATA OF EXISTING CONDITIONS WAS SUPPLIED BY OTHERS. 2. CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND UTILITIES AND NOTIFY LANDSCAPE ARCHITECT OF ANY CONFLICTS. CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING IN THE VICINITY OF UNDERGROUND UTILITIES. 3. CONTRACTOR SHALL PROVIDE A MINIMUM 2% SLOPE; AWAY FROM ALL STRUCTURES. 4. CONTRACTOR SHALL FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS AS INDICATED. LEAVE AREAS TO RECEIVE TOPSOIL 3" BELOW FINAL FINISHED GRADE IN PLANTING AREAS AND 1" BELOW FINAL FINISHED GRADE IN LAWN AREAS. 5. ALL PLANTING BEDS AND LAWN AREAS SHALL BE SEPARATED BY STEEL EDGING. NO STEEL EDGING SHALL BE INSTALLED ADJACENT TO BUILDINGS, WALKS, OR CURBS. CUT STEEL EDGING AT 45 DEGREE ANGLE WHERE IT INTERSECTS WALKS AND CURBS. 6. TOP OF MULCH SHALL BE 1/2" MINIMUM BELOW THE TOP OF WALKS AND CURBS. 7. ALL LAWN AREAS SHALL BE SOLID SOIL BERMUDAGRASS, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 8. ALL REQUIRED LANDSCAPE AREAS SHALL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WITH RAIN AND FREEZE SENSORS AND EVAPOTRANSPIRATION (ET) WEATHER -BASED CONTROLLERS AND SAID IRRIGATION SYSTEM SHAT BE DESIGNED BY A QUALIFIED PROFESSIONAL AND INSTALLED BY A LICENSED IRRIGATOR. 9. CONTRACTOR SHALL PROVIDE BID PROPOSAL LISTING UNIT PRICES FOR ALL MATERIAL PROVIDED. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED LANDSCAPE AND IRRIGATION PERMITS. MAINTENANCE NOTES 1. THE OWNER, TENANT AND THEIR AGENT, IF ANY, SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPE. 2. ALL LANDSCAPE SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THIS SHALL INCLUDE MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING AND OTHER SUCH ACTIVITIES COMMON TO LANDSCAPE MAINTENANCE. 3. ALL LANDSCAPE AREAS SHALL BE KEPT FREE OF TRASH, LITTER, WEEDS AND OTHER SUCH MATERIAL OR PLANTS NOT PART OF THIS PLAN. 4. ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR. 5. ALL PLANT MATERIAL WHICH DIES SHALL BE REPLACED WITH PLANT MATERIAL OF EQUAL OR BETTER VALUE. 6. CONTRACTOR SHALL PROVIDE SEPARATE BID PROPOSAL FOR ONE YEAR'S MAINTENANCE TO BEGIN AFTER FINAL ACCEPTANCE. LANDSCAPE TABULATIONS CITY OF COPPELL, TEXAS PERIMETER LANDSCAPE 1. Street Frontage: 15' landscape buffer with one (1) tree, 3" cal., per 50 Lf. 2. Perimeter Landscape: 10' landscape buffer along property lines with one (1) tree, 3" cal., per 50 Lf. 3. 30" ht. parking lot screen: hedge or berm. BETHEL ROAD - 593 I.f. Required Provided 15' landscape buffer 15' landscape buffer 0 2) trees, 3" cal 0 2) trees, 4" cal.* 30" ht. screen 30" ht. evergreen hedge CREEKVIEW DR. - 500 I.f. Required Provided 15' landscape buffer 15' landscape buffer (10) trees, 3" cal. (10) trees, 4" cal.* 30" ht. parking screen 30" ht. evergreen hedge NORTH PROPERTY LINE - 598 I.f. Required Provided 10' landscape buffer 10' landscape buffer 0 2) trees, 3" cal. 0 2) trees, 4" cal.* 30" ht. parking screen 30" ht. evergreen hedge WEST PROPERTY LINE - 515 I.f. Required Provided 10' landscape buffer 10' landscape buffer (10) trees, 3" cal. (10) trees, 4" cal.* INTERIOR LANDSCAPE 1. 10% of gross parking area to be landscape. 2. One (1) tree per 400 s.f. of required landscape area. 3. 12% of total number parking spaces shall be planting islands with trees. Parking Lot: 54,064 s.f. Parking Spaces: 134 Required Provided 5,406 s.f. (10%) 5,406 s.f. (10%) (14) trees, 3" cal. 0 6) trees, 4" cal.* (16) parking islands (16) parking islands OPEN SPACE Requirements: 15% of lot not covered by buildings to be landscape open space. 50% of open space shall be in the front yard. One (1) tree per 2500 s.f. of open space. SITE AREA: 310,238 s.f. (7.122 ac) TOTAL LOT AREA: (Exclusive of building): 203,092 s.f. Required Provided 30,464 s.f. 0 5%) 30,525 (15%) 15,232 s.f. (50%) 17,013 s.f. (56%) 0 3) trees, 3" cal 0 3) trees, 4" cal.* SUMMARY Required Provided (71) trees, 3" cal (73) trees, 4" cal.* * additional 1 " to be counted towards mitigation for (73) trees GENERAL LAWN NOTES 1. CONTRACTOR SHALL COORDINATE OPERATIONS AND AVAILABILITY OF EXISTING TOPSOIL WITH ON-SITE CONSTRUCTION MANAGER. 2. CONTRACTOR SHALL LEAVE LAWN AREAS 1" BELOW FINAL FINISHED GRADE PRIOR TO TOPSOIL INSTALLATION. 3. CONTRACTOR SHALL FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS AS INDICATED ON CIVIL PLANS. ADJUST CONTOURS TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDINGS. PROVIDE UNIFORM ROUNDING AT TOP AND BOTTOM OF SLOPES AND OTHER BREAKS IN GRADE. CORRECT IRREGULARITIES AND AREAS WHERE WATER MAY STAND. 4. ALL LAWN AREAS SHALL BE FINE GRADED, IRRIGATION TRENCHES COMPLETELY SETTLED AND FINISH GRADE APPROVED BY THE OWNER'S CONSTRUCTION MANAGER OR LANDSCAPE ARCHITECT PRIOR TO LAWN INSTALLATION. 5. CONTRACTOR SHALL REMOVE ALL ROCKS 3/4" DIAMETER AND LARGER, DIRT CLODS, STICKS, CONCRETE SPOILS, ETC. PRIOR TO PLACING TOPSOIL AND LAWN INSTALLATION. 6. CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS UNTIL FINAL ACCEPTANCE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: MOWING, WATERING, WEEDING, CULTIVATING, CLEANING AND REPLACING DEAD OR BARE AREAS TO KEEP PLANTS IN A VIGOROUS, HEALTHY CONDITION. 7. CONTRACTOR SHALL GUARANTEE ESTABLISHMENT OF ACCEPTABLE TURF AREA AND SHALL PROVIDE REPLACEMENT FROM LOCAL SUPPLY IF NECESSARY. SOLID SOD NOTES 1. PLANT SOD BY HAND TO COVER INDICATED AREAS COMPLETELY. ENSURE EDGES OF SOD ARE TOUCHING. TOP DRESS JOINTS BY HAND WITH TOPSOIL TO FILL VOIDS. 2. ROLL GRASS AREAS TO ACHIEVE A SMOOTH, EVEN SURFACE, FREE FROM UNNATURAL UNDULATIONS. 3. WATER SOD THOROUGHLY AS SOD OPERATION PROGRESSES. 4. IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1 AND MARCH 1, OVER -SEED BERMUDAGRASS SOD WITH WINTER RYEGRASS, AT A RATE OF FOUR (4) POUNDS PER ONE THOUSAND 0 000) SQUARE FEET. HYDROMULCH NOTES 1. CONTRACTOR SHALL SCARIFY, RIP AND LOOSEN ALL AREAS TO BE HYDROMULCHED TO A MINIMUM DEPTH OF 4" PRIOR TO TOPSOIL AND HYDROMULCH INSTALLATION. 2. BERMUDAGRASS SEED SHALL BE EXTRA HULLED AND TREATED LAWN TYPE, SHALL BE DELIVERED TO THE SITE IN ITS ORIGINAL UNOPENED CONTAINER AND SHALL MEET STATE LAW REQUIREMENTS. 3. FIBER SHALL BE ONE HUNDRED PERCENT (100%) WOOD CELLULOSE FIBER, DELIVERED TO THE SITE IN ITS ORIGINAL UNOPENED CONTAINER AS MANUFACTURED BY 'CONWEB' OR EQUAL. 4. FIBER TACK SHALL BE DELIVERED TO THE SITE IN ITS ORIGINAL UNOPENED CONTAINER AND SHALL BE 'TERRO-TACK ONE', AS MANUFACTURED BY GROWERS, INC. OR EQUAL. 5. HYDROMULCH WITH BERMUDAGRASS SEED AT A RATE OF TWO (2) POUNDS PER ONE THOUSAND (1000) SQUARE FEET. 6. USE A 4'X8' BATTER BOARD AGAINST ALL BED AREAS. 7. IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1 AND MAY 1, ALL HYDROMULCH AREAS TO BE WINTER RYEGRASS, AT A RATE OF FOUR (4) POUNDS PER ONE THOUSAND (1000) SQUARE FEET. CONTRACTOR SHALL BE REQUIRED TO RE-HYDROMULCH WITH BERMUDAGRASS THE FOLLOWING GROWING SEASON AS PART OF THIS CONTRACT. 8. ALL LAWN AREAS TO BE HYDROMULCHED SHALL HAVE ONE HUNDRED PERCENT (100%) COVERAGE PRIOR TO FINAL ACCEPTANCE. f F t I� �',_ 9 LANDSCAPE PLAN • . LO C 1 O N (D L_ CL.0 rn "0QU'0o job no 1427 Sheet 0 0 r 0 -0 LO ++ rn 0 0 c ^ N LL Lo L. N 00 X U� N � o 0 00 r C N ro ._ o 4J V/ N� L. 0 Q(0 L 4245 North Central Expy BELLE. Suite 501 a"1'THE",- %j F �: F A M Dallas, Texas 75205 O t . 214.86 5.7192fi S.ors • . LO C 1 O N (D L_ CL.0 rn "0QU'0o job no 1427 Sheet 0 0 r 0 -0 LO ++ rn 0 0 c ^ N LL Lo L. N 00 X U� N � o 0 00 r C N ro ._ o 4J V/ N� L. 0 Q(0 L CL n 0 Of co z to V) Li 0 V) (10 0 ry a_ 0 z 0 (f) V) :2 ry L'i LLj Ld -F F- 0 zj0 cr Ld 0 z rK 0 Ll- F- 0 - z Ly - 0 LLJ - I 0 z 0 Ld viD Ld F- Lj C) V) z 0 Ld It 0 X - n Li - 0 LIJ 75 D V) z 0 ry 0 cf) LJ to c/) V) 0 ry n LL. -. 0 fy 0 a. 7) < < :E LU of ref Z LAS re Lli LJ z < z 0 C) z 0 L)i Ld => D C) 0 cn C CD 0 5 CID m FORM LINER nc PREFINISHED COMPOSITE METAL CANOPY @ PAINTED 0 cf) G F 3 CONCRETE TILT -WALL WALL PACK 0 PANEL, PTD. 26'-6" AFP TYP. PERSONNEL DOOR, LOUVER, AND METAL STAIR PTD. (D (TYPICAL) PAINT SCHEDULE A BASE PAINT COLOR - SW 6335 DOVER WHITE B ACCENT COLOR - SW 7501 THRESHOLD TAUPE C ACCENT COLOR - SW 6244 NAVAL PREFIN15HED COMP051TE METAL CANOPY WALL PACK 26' -Go AFF TYP. FORM LINER I - INSULATED ACCENT BAND WALL LOUVER @ 5TOREFRONT PAINTED GLA55 A EAST ELEVATION____ METAL PIPE! BOLLARD5 PAINTED SAFETY YELLOW TYP. FAINTED PER50NNEL DOOR @ 0 PTD. UuGN,'7>rALt)lUA SCALE: 1/16"=1`011 NORTH ELEVATION SCALE: 1/16"=1`011 FORM LINEIR z 0 0-4 V) Ld GIG Lo v- 0 tV dl PANEL, PTD. COMPOSITE METAL CANOPY Admi i m". A.royff n WEST ELEVATION , ENTRIES SCALE* 1/1611 1( -Oil F G H iJI'i o L B i;11I 4 4 4 SM. 3 3 2 A-4.1 -4.0 -4.0 -4.0 -4.0 o PANEL JOINT - TYP. FORM LIVER FORM LINER WALL PACK FORM LINER CONCRETE TILT -WALL G'(Y x 4--g CLERESTORY (ROOF UNE D FORM UNER PANEL, PTD. �NVOW IN CENTER Of ji,r1 � 2G-G'Afr TYP. Q�) 0 PANEL - TYPICAL ----------------- ---- -- ------- ---------- ---- - ----- --------- ---------- ------------ ----------- P42 Y4 3 2 CRET If TI T -WALL PANEL, PTD. IP51------------------- R 5, 'fry yr t Mm", R WW 7, 'yi .-Za 7� WINE ro Ilk ri cl '4 IMF MllSA Y N I INSULATED I - INSULATED HOLLOW METAL \--ACCENT BAND A I" INSULATED FORM LINER PREFIN15HED 5TOREfRONT DECORATIVE REVEALS COMP051TE METAL STOREFRONT COMP051TE METAL PERSONNEL DOOR FAINTED STOREFRONT COMPOSITE METAL GLA55 CANOPY@ GLA55 @CANOPY PTD. @ GLA55 CANOPY@ Q_ O tr U Z 0 N w O In O fY 0 - LL. LL O z 0. V) N w CL z. w F w!. 2j F O 3 N 0 1 LLJ S i Ol i r� Ir O, LL d� Z' fr O w J 23 31 z O V)'t w M O F O Z 0) F W U w N Z O N V) w L_ 0 IL U- 01 F z w 2 Ir F In z i. V) Q, U Z Q. O tY U Z 0 V) w O N 0, c: CL LL 0 F Of w a 0 a w 2 F z a g w z w x w 2 F- 0 O w z a F z O U In z V1 w O w 2 F- 0 O Q F z w U O O 0) 2 F O N bq to W W QLLJ J I— 0 LL k4 k9 (90 PAINT SCHEDULE A BASE PAINT COLOR - SW 6385 DOVER WHITE B ACCENT COLOR - SW 7501 THRESHOLD TAUPE ACCENT COLOR - SW 6244 NAVAL EDC SILVER (PREFINISHED METAL CANOPIES) I - INSULATED STOREFRONT GLA55 RECE55ED DOWN51-OUT PTD. n ^ T ^ PEP50NNEL DOOR DOCK 5EAL5 AND METAL 5TAIR PTD. COMP051TE METAL — STOREFRONT CANOPY O GLA55 I�VIVIi V✓1 IYILIY,L CANOPY OD v rU.L PANEL, PTO. CLERF5TORY WINDOW CONCRETE TILT -WALL PANEL. PTD. 0 HOLLOW METAL PER50NNEL DOOR PTD. O EAST ELEVATION I SCALE: 1/16"=1'-0" CONCRETE DRIVE-IN RAMP NORTH ELEVATION SCALE: 1/16"=1'-0" CONCRETE TILT -WALL FORM LINER6 FORM LINER PANEL, PTD. O (5-\ r+� i Fr--- --- ----------------------------- ---------------- _A m i ;— r� 1 N �! O CONCRETE TILT -WALL -- COMP051TE METAL - © PANEL, PTD. CANOPY OD 2 WEST ELEVATION SCALE= 1/16"=1'-0" Administrative Appro, 8 4k_ 5--, - z - l -1� FORM LINER© u v I" INSULATED FORM LINER `— COMP051TE METAL STOREFRONT © CANOPY O GLA55 SOUTH ELEVATION SCALE: 1/16"=1'-0" .. ... _....... .