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Landscape Plansf WAL—MART PYLON SIGN e I \.t�r��_ rsrr• . WAL-MART SUPERCENTER LANDSCAPE PLAN IENEDAL NOTES MGINEER & PREPARER OWNER 1 ALL PLANTS M:UST BE HEALTHY VIGOROU 12 STANDARDS SET FORTH IN "AMERICAN S �' BUSINESS OLSSON ASSOCIATES 7900 W. 78TH STREET EDINA MN 55439 PHONE: (952) 941-0477 Com_-_ - ---- - -- — =:_ - -`- "-- �- PR VI LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION. , S MATERIAL, FREE OF TANDARD FOR NURSERY WAL*MART REAL ESTATE BUSINESS TRUST PESTS AND DISEASE. STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL SAM M. WALTON DEVELPMENT COMPLEX 2• ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 702 S.W. 8th STREET BURLAPPED AS INDICATED IN THE PLANT LIST. 13. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE 20' 3. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BENTONVILLE, ARKANSAS 72712 MEET ALL REQUIREMENTS SPECIFIED. BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITYOF ALL PLANT MATERIALS QUANTITIES SHOWN ARE APPROXIMATE. 20' THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE CONTRACTOR TO VERIFY THE LOCATIONS OF UTILITY LINES (479) 273-4000 4. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE AND ADJACENT TO THE WORK AREA. THE CONTRACTOR IS Com_-_ - ---- - -- — =:_ - -`- "-- �- PR VI LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION. COMMON NAME RESPONSIBLE FOR THE PROTECTION OF ALL UTILITY LINES DURING 5. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DESIGN SIZE Hr. SRO. THE CONSTRUCTION PERIOD. PROP05ED - PLANT SCHEDULE DETAILS. 14. SAFE, CLEARLY MARKED PEDESTRIAN AND VEHICULAR ACCESS 6. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE B&B TO ALL ADJACENT PROPERTIES MUST BE MAINTAINED THROUGHOUT 20' RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND BS THE CONSTRUCTION PROCESS. Picea pungens 'Glauca' SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF 15. ALL PLANT MATERIALS QUANTITIES SHOWN ARE APPROXIMATE. 20' THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING TAB CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF Thuja occidentalis 'Techny' ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, B&B ALL PLANTING BEDS AT SPACING SHOWN. 8' SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT DECIDUOUS TREES APA Autumn Purple Ash OF THE LANDSCAPE CONSTRUCTION. 16. REFER TO WALMART SPECIFICATIONS FOR ALL INFORMATION 45' 40' 23 NEEDED FOR IMPLEMENTATION OF PLANTING PLANS. 7. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL 2 1/2" cal B&B 40' QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. 15 SA Summit Ash Fraxinus pennsylvanica 'Summit' 17. ALL AREAS THAT HAVE SEED APPLICATION MUST BE ACCOMPANIED 8. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL 6 WITH A 3' PERIMETER OF SOD. Sugar Maple PLANTING (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, 2 1/2" cal. B&B 50' MULCHING, FERTILIZING, ETC.) OF THE PLATING AREAS AND LAWN 18. SOD TO BE LAID WITH SEAMS TIGHTLY FITTED TOGETHER AND OFFSET. RB UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE OWNER. Betula nigra IT IS LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO PREPARE ALL /9. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT 25' SOD AND SEED AREAS ACCORDING TO SPECIFICATION PRIOR TO INSTALLATION CBC MATERIAL FOR A PERIOD OF ONE (1) YEAR BEGINNING ON THE DATE Malus 'Coralburst' 2 1/2" cal. Ns% OF TOTAL ACCEPTANCE. THE CONTRACTOR SHALL PROMPTLY MAKE 19. WATER ALL SEEDED AND SODDED AREAS FOR THE FIRST 4-6 WEEKS OF JLT ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE. S ninga reticulata ESTABLISHMENT. IT IS RECOMMENDED TO WATER THE AREAS TWICE A DAY 10. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN 15' UNTIL ESTABLISHED. NP LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST Prunus cerasifera 'Newport' 2 1/2" cal. B&B SYSTEM PRIOR TO INSTALLATION. 20. ALL DISTURBED AND NON -PLANTED AREAS ARE TO BE SODDED WITH A .Y1. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR Snowdrift Crabapple HARDY TURF -TYPE FESCUE/BLUEGRASS BLEND SOD. SOD IS TO BE 2 1/2" cal. DEFOLIATES PRIOR TO TOTAL ACCEP`fANCE OF THE WORK SHALL BE ( ) 20' 90% FESCUE, 10% BLUEGRASS. STABILIZATION SEEDING AND ESTABLISHMENT WATERING r, r Yr- �-----_.:; �, /, Y, Y a Y -- — _ - -_ �.-- �.•� O 3 1�, PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL YOF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. 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YY YY Y YY Y� y v Y V Y y Y Y Y Y v Y y .Y r' aYa a d� a¢ a Y y Yy y YY yy Y YY YYY�YY YY YY Y YY Y YY YY Y YY YY Y Y YY Y "Y YY Y 'Y YY Y Y Y V aY I Y y a9.a a'ii .' Y `YY Y •Y 'FAY YY Y Y Y .Y Y Y Y Y Y Yr 'Y adtYa 4 Wa^a 'j 964 Y Y 10'' Y \� Y y Y y 'J' Y Y ' Y .�.Y Y Y Y Y Y �' i a ya a a ®a a a a��Wy 4 a.a ° a a a d' a Y Y Y YYY YY YY YY YY YY YY YY YY YY YY YY Y' YY YY y YY YY Y YY YY YY YY yY Y \ YY YY YY YY YY YY Y Y . ❑_,-a,_ 8-Y -_ „_ 93 � � a d a a ✓YY Y' NY w Y Y Y Y Y y Y Y Y ' Y Y Y ' Y y Y \Y yy YY SITE LANDSCAPE PLANT SCHEDULE KEY COMMON NAME BOTANICAL NAME SIZE @ PLANTING PLANTING METHOD DESIGN SIZE Hr. SRO. QUANTITY PROP05ED - PLANT SCHEDULE EVERGREEN TREES WF White Fir Abies Concolor 6-8' B&B 40' 20' 20 BS Colorado Blue Spruce Picea pungens 'Glauca' 6-8' B&B 60' 20' 10 TAB Techny Arborvitae Thuja occidentalis 'Techny' 6' B&B 15' 8' 70 DECIDUOUS TREES APA Autumn Purple Ash Fraxinus americana 'Autumn Purple' 2 1/2" cal. B&B 45' 40' 23 GL Greenspire Linden Tilia cordata 'Greenspire' 2 1/2" cal B&B 40' 30' 15 SA Summit Ash Fraxinus pennsylvanica 'Summit' 2 1/2" cal. B&B 50' 40' 6 SM Sugar Maple Acer saccharum 2 1/2" cal. B&B 50' 40' 15 ORNAMENTAL TREES RB River Birch Betula nigra 1 1/2" cal. Clumpform 30' 25' 7 CBC Coralburst Crabapple Malus 'Coralburst' 2 1/2" cal. B&B 15' 15' 27 JLT Japanese Lilac Tree S ninga reticulata 2 1/2" cal. B&B 15' 15' 31 NP Newport Plum Prunus cerasifera 'Newport' 2 1/2" cal. B&B 25' 20' 10 SDC Snowdrift Crabapple Malus 'Snowdrift' 2 1/2" cal. B&B 20' 20' 12 DECIDUOUS 8I41RU55 RD Redosier Dogwood Cornus serecia 18"-24" CONT. 8' 5' 10 DNB Diablo Ninebark Physocarpos opulifolius 'Diablo' 36"-48" CONT. 6-8' 4-6' 37 TKL Tinkerbelle Korean Lilac Syringa 'Tinkerbelle' 30"-36" CONT. 5-6' 5-6' 12 KS Knockout Shrubrose Rosa 'Knockout' 24"-36" CONT. 3' 3' 77 JWS Janpanese White Spirea 'Spiraea Albiflora' 18"-24" CONT. 3' 3' 63 BB I Burning Bush Euonymus alatus 'Compactus' 36"-48" CONT./B&B 8' 8' 24 EVERGREEN 61­41RU85 JUK Kally's Compact Juniper Juniperus chinensis 'Kally's Compacta' 12"-18" CONT. 2' 3' 125 MJJ Mint Julep Juniper Juniperus chinensis 'Mint Julep' 18"-24" CONT. 4' L 4' 139 CCJ Calgary Carpet Juniper Juniperus sabina 'Calgary Carpet' 12"-18" CONT. 18" 4.5' 62 FERENNIAL5 WLC I Walker's Low Nepeto x faassenii 'Walker's Low' 6" CONT. 12" 18" 260 SEEDING SCHEDULE HATCH KEY APPLICATION v v v v v v v v v v v v v v v vvvvvvvvavvvvv vvvvvvvvvvvvvvv vvvvvvvvvvvvvv vvvvvvvvvvvvvvv Mn/DOT SEED MIX 330NWT Mn/DOT SEED MIX 330SS -♦•`-`•-+-Y LL • ` Mn/DOT SEED MIX 260 COMMERCIAL TURF SODDING SCHEDULE HATCH KEY APPLICATION Eco SOD BLEND - TURF -TYPE TALL FESCUE p a IX B d o�� Z ZLLJ O Eco a_ W N W co D `r � 3 U N L Q E a Q O aEEv J Q(7 N LTQC Y z 2 .J -5 u) b `o J ";'o-P�p O J a rnN TO W , CW C -C 0_0 � U U C 2 # y OO C d OZ 7 o `w o d � .:� ., "c a0. 0- 0 _ y a_ fn a_ in 0 Z V) LiJ M O 7 - drawn by: RW checked by: JBM approved by: DLR project no.: 131 LS.DWG GRAPHIC SCALE dwg name: LS.DWG 60 0 30 60 1I date: 09-24-04 MEET ( IN FEET) Ll .1 11 I --k - cn a IX W Z ZLLJ O J a_ W N W co CLa Q v) U N a Q O J Q(7 z J J W U O 7 - drawn by: RW checked by: JBM approved by: DLR project no.: 131 LS.DWG GRAPHIC SCALE dwg name: LS.DWG 60 0 30 60 1I date: 09-24-04 MEET ( IN FEET) Ll .1 11 I --k - cn a iW /DETENTION r POND IE ( if , ti F e ( ( uml r f ' 1 I I 0NTCLLO BUSINESS CENTER z - ...,_i,,Z ...._.._ .>. ._. IVC_. __._...} I 1 — � ._ ✓ I I IRRIWAIIt7N NOTES. ?. THE IRRIGATION CDTITP,ACTOR IS RESPONSIBLE FOR OBTAINING 15, MATERIALS AN D METHC'D OF' INS`ALL�vTION SHALL COMPOWITH A COPY OF THE PROJECT SPECIFICATICNS PRIOR TO BIDDING. AM= -RICAN SOCIETY FOR TESTING AND MATERIALS (ASTM), T c. NATONF L SANITA- ION -OUNDATION (NSF), AND p \F THE RO.EC SPECIFICATIONS ARE A PART OF THESE PLANS AND THf= IRR GATI'aN ASSOC ATION (IA). SHALL. BE. CONSULTED BY THE -IRRIGATION CONTRACTOR. THE - 7 I CONTRACTOR IS RESPONSIBLE: FOR. IMPLEMENTING VJGRK AS SPECIFIED 165. ALL PLANT MATERIAL IN TREE HOLDING AREAS SHALL BE. jI R 4 4 1 IN THE PROJECT SPECIFICATIONS AND ON THE. PLAINS, MANUALLY WA"IERED OR IRRIGATED UNTIL PLANTED- r77--- 2. CON"iRAG`I'CR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS,T,. BOOSTER PUMP IS REQUIRED AND SHALL BE SUPPLIED PER SEASONAL GARDEN 7 ff/ / % ✓ f /!�.6AT'� I EOUI�MENIT QUANTITIES, AND UTILITY LOCATIONS PRIOR TO BEGINNING SPEC:IFICATIOtJS. BOOSTER PUMP SHALL EE HOUSED oUTSIDEVOTHINSTROotG r,t Y CENTER 8TLE i �,. ✓• WORT INSTALLAT10h1 SHALL BE PER MANUFACTU'RER'S RECOMMENDATION. 3. CONTRACTOR IS RESPONSIBLE: FOR: FIELD VERIFICATIOPI A m OF CONTROLLER AND POINT OF CONNECTION1 LOCATIONS. 18 IRFIGATIOfd CONTRACTOR SHALL REVIEW WINTERIZATION { I I PROCEDURES FOR IRRIGATION SYSTEM WITH OWNERS REPRESENTATIVE. ` �' I 4. THIS PLAN IS SCHEMATIC AND DUE TO THE NATURE OF BACK.FLOWPREVFNTTER.MFTER,UUUGATION I I CONSTRUCTION SLIGHT FIELD MODIFICATIONS MAY BE NECESSARY TO jcj SUPPLY' LINE, METER, AND BAGk:FLOW PREVENTER TO BE PROVIDED BY CONTROLLER, BOOSTER PUMP &POWER SOURCE / f - - - - - - - IMPLEMENT PLAN. - - - LOCATED INSIDE BUA.AING.RE: ARCM PLANS % it i GENERAL CONTRACTOR, IRRIGATION CONTRACTOR'S OINT OF CONNECTION r PROPERTY . 5. MINIMUM SYSTEM DEMAND REQUIREMENT IS 50 GPM IS INDICATED ON DRAWING. r @ 81) PSI. BEFORE THE IRRIGATION CONTRACTOR COMMENCES WORK THES- MINIMUM STANDARDS SHALL. 20. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY BE VERIFIED. SUB -STANDARD READINGS WILL IMMEDIATELY DISCREPANCIES IN PLANS 0=t SPECIFICATIONS PRIOR TO BEGINNING r + BE BROUGHT TO TIE OT'HER'S ATTENTION. FAILURE OR CONTINUING WORK_ i!u TO COMPLY WILL RFSUL"t IN THE IRRIGATION CONTRACTOR j - - , N. E - - - ASSUMING TOTAL RESPONSIBILITY FOR THE. OPERATION 21 THE IRRIGATION CONTRACTOR SHALL MAKE. NO SUBSTITUTIONS, OF THE IRRIGATION SYSTEM i t IDELETIONS, OR ADDITIONS TO THIS PLAN WITHOUT APPROVAL OF THE � Q 6. MINIMUM BURY DEPTH FOR NEW IRRIGATION MAIN LINE IS LANDSCAPE .ARCHITECT'. 1i3'. MIN MUM BURY DEPTH FOR LATERAL PIPE LINES ✓ IS 12" BURY CONTROL WRE. IN SAME TRENCH AS MAIN 22, ALL CON5TRI:JCTiDPJ SHALL 'CONFORM TO CIT'(, COUNTY, STATE, LINE WHEN POSSIBLE. AND FEDERAL REOUIREMENTS. IT SHALL EE THE RESPONSIBILITY OF I i THE IRRGATION CONTRACTOR' TO ENSURE THAT ALL IRRIGATION -1 SHALL. _ I OTHERWISE h i> 'V .HALL B_ � UNLESS .iTtIE .ISE OTt:D IRF CA .ON SLEEVES SHALL - 7 A MINIMUM OF 2 NOMINAL PIPE SIZES LARGER THEN EQUIPMENT MEETS GO-_ FOR✓ENT OBTAINING REGULATIONS. N CONTRACTOR THE IRRIGATION MAIN LINE. ALSO BE RESPONSIBLE FOR OBLAINiNG ANY NECESSARY PERMITS OR APPROVALS. 8, CONTRACTOR SHALL BURY 1 ADDITIONAL CCNTPOL WIRE ALONG ✓ i LENGTH OF IRRIGATION MAIN LINE. THIS WIRE SHALL BE OF 23. ALL IRRIGATION HEADS ARE TO 3E ADJUSTED FOR COMPLETE A DIFFERENT COLOR THEN EITHER THE COMMON JR COVERAGE WITH MINIMUM OVER SPRAY BEYOND LANDSCAPE AREAS_ r CON 1ROL WIRES'. I 9. NDIIDUA. CONTROL WIRES SHALL CONNECT THE IRRIGATION 2`j• ALL IRRIGATION SLEEVING TO BE THE RESPONSIBILITY OF THE / I CONTROLLER TO THE REMOTE CONTROL VALVES. MINIMUM IRRIGATION CONTRACTOR. ELECTRICAL WIRES FOR IRRIGATION VALVES / COMMON WIRE SIZE -- U.F. #14 GAUGE. AND IRRIGATION LIMES ARE TO EE PLACED IN SEPARATE SLEEVES. - wSEE SLEEVING DETAIL. 10, WIRE SPLICING MATERIAL SHALL BE WATERPROOF KING CONNECTOR OR 3M DBI', 25. IRRIGATION SYSTEMS CONNECTED TO POTABLE WATER SUPPLY`, r 1 SHALL HAVE A BACKFLOW PREVENTER INSTALLED. 11, PLACEMENT OF .SPRINKLERS ta1AY BE EFFECTED BY EXISTING ✓ i OR NEW PLANTINGS NOT SHCWN ON PLANS. CONFLICTS THAT 26. IRRIGATION CONTRACTOR TO VERIFY ACTUAL AVAILABLE 'NATER PRESSURE - T BEFORE BEGINNING INSTALLATION. CONTRACTOR SHALL NOTIFY t� 0 ARTS_. SHALL BE RESOLVED BY ,FIE OWNER. CIVIL CONSULTANT IF AVAILABLE WATER PRESSURE EXCEEDES 5 PSI f 12, STRICTLY ADHERE: TO MANUFACTURERS" GUIDELINES WHEN HIGHER OR LOWER THAN AVAILABLE WATER PRESSURE, INSTALLING AND ADJUST NO COMPONENTS. - - - - - 13. AFTER THE IRR:GA I1Ohl !`YSTEM HAS BEEN WISTALLED AND I' APPROVED, THE IRRIGATION CONTRACTOR SHALL INSTRUCT THE MAINTENANCE STAFF IN COMPLETE SYSTEM OPERATION 14_ CONTRACTOR SHALL COMPLY WITH LATEST EDITIONS OF THE NATIOWINGNL CE TRIC. UNIFORIII PLUMBINiI, UNIFORM BUILDING, I Symbol Des¢riptian V r Rain Bird 101-11804 # J o Rain Bird 12H 1804 Ram Bird 15H 1804 61Rain Bird 15SST 1804 Rain Bird 3504 -PC -1.5 I 1 Rain Bird 5004 -PC -3,0 77�- Rain Bird 5004 -FC -6.0 Rair(Bird 100 -DV — - -. I •--'• � Rain Bird 150 -PGA Globe �. � �----- t G _.___ TVA' _..._ __t• _.I�._ ,. � t 1 1 - � _.._. _ -.. _._ � ,• p � I � I Hunter ICC-2840PL `�� j ( i ,• � '' , + r � Wilkins9i5'XL-2,r + 2 inch mew Ph 1. r I J ;� Mini Gltck. Class 160 11/2" k { Class 160 21' Poly 1001' i '�"�---- .;�-rrr^--'tee-,r--x�•--�,-ela+---•ter-.-,.. _ Poly 100 1 114" 3• \ 1 I t ]�E'1C_ENTIM _ ___� RETENTION/BOOSTER PUMP 1 PHASE 220VOLTIS POND c I 3r MIN. DETENTIONS-- 0 x o POND a LU FACE OF WALL ' M M a L fn n � Z OL.LI Q 1 2 0 VN 12 O V' _ oW$� X U) NS2w I rc 60aI Q N m 0 (� 1 t S 4 5 W t yI Z � TO m ,N 11 6 J D I[) TAG N Ig H m J W n FINISH GRADE CD 1 I`' s - 3 __-`✓ I 1 — � ._ ✓ I I IRRIWAIIt7N NOTES. ?. THE IRRIGATION CDTITP,ACTOR IS RESPONSIBLE FOR OBTAINING 15, MATERIALS AN D METHC'D OF' INS`ALL�vTION SHALL COMPOWITH A COPY OF THE PROJECT SPECIFICATICNS PRIOR TO BIDDING. AM= -RICAN SOCIETY FOR TESTING AND MATERIALS (ASTM), T c. NATONF L SANITA- ION -OUNDATION (NSF), AND p \F THE RO.EC SPECIFICATIONS ARE A PART OF THESE PLANS AND THf= IRR GATI'aN ASSOC ATION (IA). SHALL. BE. CONSULTED BY THE -IRRIGATION CONTRACTOR. THE - 7 I CONTRACTOR IS RESPONSIBLE: FOR. IMPLEMENTING VJGRK AS SPECIFIED 165. ALL PLANT MATERIAL IN TREE HOLDING AREAS SHALL BE. jI R 4 4 1 IN THE PROJECT SPECIFICATIONS AND ON THE. PLAINS, MANUALLY WA"IERED OR IRRIGATED UNTIL PLANTED- r77--- 2. CON"iRAG`I'CR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS,T,. BOOSTER PUMP IS REQUIRED AND SHALL BE SUPPLIED PER SEASONAL GARDEN 7 ff/ / % ✓ f /!�.6AT'� I EOUI�MENIT QUANTITIES, AND UTILITY LOCATIONS PRIOR TO BEGINNING SPEC:IFICATIOtJS. BOOSTER PUMP SHALL EE HOUSED oUTSIDEVOTHINSTROotG r,t Y CENTER 8TLE i �,. ✓• WORT INSTALLAT10h1 SHALL BE PER MANUFACTU'RER'S RECOMMENDATION. 3. CONTRACTOR IS RESPONSIBLE: FOR: FIELD VERIFICATIOPI A m OF CONTROLLER AND POINT OF CONNECTION1 LOCATIONS. 18 IRFIGATIOfd CONTRACTOR SHALL REVIEW WINTERIZATION { I I PROCEDURES FOR IRRIGATION SYSTEM WITH OWNERS REPRESENTATIVE. ` �' I 4. THIS PLAN IS SCHEMATIC AND DUE TO THE NATURE OF BACK.FLOWPREVFNTTER.MFTER,UUUGATION I I CONSTRUCTION SLIGHT FIELD MODIFICATIONS MAY BE NECESSARY TO jcj SUPPLY' LINE, METER, AND BAGk:FLOW PREVENTER TO BE PROVIDED BY CONTROLLER, BOOSTER PUMP &POWER SOURCE / f - - - - - - - IMPLEMENT PLAN. - - - LOCATED INSIDE BUA.AING.RE: ARCM PLANS % it i GENERAL CONTRACTOR, IRRIGATION CONTRACTOR'S OINT OF CONNECTION r PROPERTY . 5. MINIMUM SYSTEM DEMAND REQUIREMENT IS 50 GPM IS INDICATED ON DRAWING. r @ 81) PSI. BEFORE THE IRRIGATION CONTRACTOR COMMENCES WORK THES- MINIMUM STANDARDS SHALL. 20. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY BE VERIFIED. SUB -STANDARD READINGS WILL IMMEDIATELY DISCREPANCIES IN PLANS 0=t SPECIFICATIONS PRIOR TO BEGINNING r + BE BROUGHT TO TIE OT'HER'S ATTENTION. FAILURE OR CONTINUING WORK_ i!u TO COMPLY WILL RFSUL"t IN THE IRRIGATION CONTRACTOR j - - , N. E - - - ASSUMING TOTAL RESPONSIBILITY FOR THE. OPERATION 21 THE IRRIGATION CONTRACTOR SHALL MAKE. NO SUBSTITUTIONS, OF THE IRRIGATION SYSTEM i t IDELETIONS, OR ADDITIONS TO THIS PLAN WITHOUT APPROVAL OF THE � Q 6. MINIMUM BURY DEPTH FOR NEW IRRIGATION MAIN LINE IS LANDSCAPE .ARCHITECT'. 1i3'. MIN MUM BURY DEPTH FOR LATERAL PIPE LINES ✓ IS 12" BURY CONTROL WRE. IN SAME TRENCH AS MAIN 22, ALL CON5TRI:JCTiDPJ SHALL 'CONFORM TO CIT'(, COUNTY, STATE, LINE WHEN POSSIBLE. AND FEDERAL REOUIREMENTS. IT SHALL EE THE RESPONSIBILITY OF I i THE IRRGATION CONTRACTOR' TO ENSURE THAT ALL IRRIGATION -1 SHALL. _ I OTHERWISE h i> 'V .HALL B_ � UNLESS .iTtIE .ISE OTt:D IRF CA .ON SLEEVES SHALL - 7 A MINIMUM OF 2 NOMINAL PIPE SIZES LARGER THEN EQUIPMENT MEETS GO-_ FOR✓ENT OBTAINING REGULATIONS. N CONTRACTOR THE IRRIGATION MAIN LINE. ALSO BE RESPONSIBLE FOR OBLAINiNG ANY NECESSARY PERMITS OR APPROVALS. 8, CONTRACTOR SHALL BURY 1 ADDITIONAL CCNTPOL WIRE ALONG ✓ i LENGTH OF IRRIGATION MAIN LINE. THIS WIRE SHALL BE OF 23. ALL IRRIGATION HEADS ARE TO 3E ADJUSTED FOR COMPLETE A DIFFERENT COLOR THEN EITHER THE COMMON JR COVERAGE WITH MINIMUM OVER SPRAY BEYOND LANDSCAPE AREAS_ r CON 1ROL WIRES'. I 9. NDIIDUA. CONTROL WIRES SHALL CONNECT THE IRRIGATION 2`j• ALL IRRIGATION SLEEVING TO BE THE RESPONSIBILITY OF THE / I CONTROLLER TO THE REMOTE CONTROL VALVES. MINIMUM IRRIGATION CONTRACTOR. ELECTRICAL WIRES FOR IRRIGATION VALVES / COMMON WIRE SIZE -- U.F. #14 GAUGE. AND IRRIGATION LIMES ARE TO EE PLACED IN SEPARATE SLEEVES. - wSEE SLEEVING DETAIL. 10, WIRE SPLICING MATERIAL SHALL BE WATERPROOF KING CONNECTOR OR 3M DBI', 25. IRRIGATION SYSTEMS CONNECTED TO POTABLE WATER SUPPLY`, r 1 SHALL HAVE A BACKFLOW PREVENTER INSTALLED. 11, PLACEMENT OF .SPRINKLERS ta1AY BE EFFECTED BY EXISTING ✓ i OR NEW PLANTINGS NOT SHCWN ON PLANS. CONFLICTS THAT 26. IRRIGATION CONTRACTOR TO VERIFY ACTUAL AVAILABLE 'NATER PRESSURE - T BEFORE BEGINNING INSTALLATION. CONTRACTOR SHALL NOTIFY t� 0 ARTS_. SHALL BE RESOLVED BY ,FIE OWNER. CIVIL CONSULTANT IF AVAILABLE WATER PRESSURE EXCEEDES 5 PSI f 12, STRICTLY ADHERE: TO MANUFACTURERS" GUIDELINES WHEN HIGHER OR LOWER THAN AVAILABLE WATER PRESSURE, INSTALLING AND ADJUST NO COMPONENTS. - - - - - 13. AFTER THE IRR:GA I1Ohl !`YSTEM HAS BEEN WISTALLED AND I' APPROVED, THE IRRIGATION CONTRACTOR SHALL INSTRUCT THE MAINTENANCE STAFF IN COMPLETE SYSTEM OPERATION 14_ CONTRACTOR SHALL COMPLY WITH LATEST EDITIONS OF THE NATIOWINGNL CE TRIC. UNIFORIII PLUMBINiI, UNIFORM BUILDING, I Symbol Des¢riptian V r Rain Bird 101-11804 # J o Rain Bird 12H 1804 Ram Bird 15H 1804 61Rain Bird 15SST 1804 Rain Bird 3504 -PC -1.5 I 1 Rain Bird 5004 -PC -3,0 77�- Rain Bird 5004 -FC -6.0 Rair(Bird 100 -DV — - -. I •--'• � Rain Bird 150 -PGA Globe �. � �----- t G _.___ TVA' _..._ __t• _.I�._ ,. � t 1 1 - � _.._. _ -.. _._ � ,• p � I � I Hunter ICC-2840PL `�� j ( i ,• � '' , + r � Wilkins9i5'XL-2,r + 2 inch mew Ph 1. r I J ;� Mini Gltck. Class 160 11/2" k { Class 160 21' Poly 1001' i '�"�---- .;�-rrr^--'tee-,r--x�•--�,-ela+---•ter-.-,.. _ Poly 100 1 114" 3• \ 1 I t ]�E'1C_ENTIM _ ___� RETENTION/BOOSTER PUMP 1 PHASE 220VOLTIS POND c 0.HRF HFAD POP—IJ Fa I 3r MIN. DETENTIONS-- EDGE OF PAVING OR POND . FACE OF WALL ' Z Z OL.LI 0 30 -INCH LINEAR LENGTH OF _ WIRE, COILED X �Y;ATER PROOF CCNINECTI.ON Z (� 1 t S 4 5 (i OF 2) M 11 6 J D I[) TAG N r4 REMOTE CONTROL 'VALVE: (! a FINISH GRADE 1 I`' __ I t RAIN 31RD FGA: -PRS: SET HEAD FLUSH WITH. 1 I f �� 5 VALVE BOX WITH COVER — J to 3" MIN. ti_1 12 INCH SIZE FINISH GRADE O F NISH GRACIE/TOP OF MULCH TURF POP-UP SPRAY 12" I HEAD MINIMUM { �„ la)PVC SCH 40 ELL QO I gCjO°c3Jgttcg© FVC FLEX HOSE OR i SWING PIPE (LE IGTI-I AS REQUIRED) I 10 BRICK (1 OF 4) 1 — PVC STREET ELL OR 11 PVC MAINLINE. PIPE MALE BARBED ELBOW �1��2t SCH 80 NIPPLE (2INH il LENGTH, HIDDEI4) AhD i4 LATERAL LINE WITH 1 F 1., 14 ��i 3 12 +moi!, �) 15 (� LI 63) PVC SCH 4u- TEE OR "Ci PVC TEE OR ELL PVC SCH 4C MALE ADAPTER 4--- _ PVC STREET ELL OR I I, 5 p'JC LRi"fERA.(_ PIPE MALE BARBED ELBOW 0.HRF HFAD POP—IJ Fa - �. --- .FACE OF WALL ELECTRO -MECHANICAL -- -- CONTROLLER -SEE -MANUAL _ FOR WALL MOUNTING - INSTRUCTIONS, ALL WRING TO BE INSTALLED AS PER LOCAL CODES (- I --- JUNCTION BOX CONDUIT FOR CONTROL AND COMMON TDF DIRECT BURIAL WIRES TO REMOTE CONTROL i-•-- VALVES -EXTEND CONDUIT G' C OUT FROM BASE OF WALL CONDUIT FOR 120 VOLT WIRE FROM POWER SOURCE SECTION VIEW MAINLINE, LATERAL, MAINLINE LATERAL WIRING IN. i AND WIRING IN PIPE PIPE CONDUIT {I .THE SAME TRENCH PLAN V,EVV r I f x,. t i. T RUN WRING UNDER ALL PLASTIC PIPING TIE A 24" LOOP MAINLINE, TAPE AND - TO BE SNAKED IN IN ALL WIRING AT BUNDLE AT 110'0.C. TRENCH AS SHOWN CHANGES OF DIRECTION OF 30m UNTIE AFTER ALL CONNECTION HAVE BEEN MADE- I, NOTE: SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCHEDULE 40 PVC : TIMES THE DIAMETER OF THE: PIPE WITHIN. CONTROLLER —WALL MOUNT R R '.E P* 0*\6- GRAPHIC SCALE 60 0 30 60 120 ( IN FEET) 1 inch = 60 ft. N O N UJ wI o� w DETENTIONS-- I POND 1— Z Z OL.LI 0 30 -INCH LINEAR LENGTH OF _ WIRE, COILED X �Y;ATER PROOF CCNINECTI.ON Z (� 1 t S 4 5 (i OF 2) M 11 6 J D I[) TAG N r4 REMOTE CONTROL 'VALVE: (! a LLJ 1 I`' __ I t RAIN 31RD FGA: -PRS: 1 I f �� 5 VALVE BOX WITH COVER — J to 3" MIN. ti_1 12 INCH SIZE O F NISH GRACIE/TOP OF MULCH 0 9l O FVC SCH 30 NIPPLE (CLOSE) J W �„ la)PVC SCH 40 ELL QO Oa gCjO°c3Jgttcg© ' S PVC SCH 80 NIPPLE i (LE IGTI-I AS REQUIRED) FI� 10 BRICK (1 OF 4) — 11 PVC MAINLINE. PIPE �1��2t SCH 80 NIPPLE (2INH il LENGTH, HIDDEI4) AhD i4 SCH 40 ELL 1 F 1., 14 ��i 3 12 +moi!, �) 15 (� LI 63) PVC SCH 4u- TEE OR "Ci PVC SCH 4C MALE ADAPTER I, 5 p'JC LRi"fERA.(_ PIPE 116' 3.0 -INCH MINIMUM DEPTH OF 3/4-INCF1 WASHED GRAVEL. s� REMOTE CONTROL -VALVE - �. --- .FACE OF WALL ELECTRO -MECHANICAL -- -- CONTROLLER -SEE -MANUAL _ FOR WALL MOUNTING - INSTRUCTIONS, ALL WRING TO BE INSTALLED AS PER LOCAL CODES (- I --- JUNCTION BOX CONDUIT FOR CONTROL AND COMMON TDF DIRECT BURIAL WIRES TO REMOTE CONTROL i-•-- VALVES -EXTEND CONDUIT G' C OUT FROM BASE OF WALL CONDUIT FOR 120 VOLT WIRE FROM POWER SOURCE SECTION VIEW MAINLINE, LATERAL, MAINLINE LATERAL WIRING IN. i AND WIRING IN PIPE PIPE CONDUIT {I .THE SAME TRENCH PLAN V,EVV r I f x,. t i. T RUN WRING UNDER ALL PLASTIC PIPING TIE A 24" LOOP MAINLINE, TAPE AND - TO BE SNAKED IN IN ALL WIRING AT BUNDLE AT 110'0.C. TRENCH AS SHOWN CHANGES OF DIRECTION OF 30m UNTIE AFTER ALL CONNECTION HAVE BEEN MADE- I, NOTE: SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCHEDULE 40 PVC : TIMES THE DIAMETER OF THE: PIPE WITHIN. CONTROLLER —WALL MOUNT R R '.E P* 0*\6- GRAPHIC SCALE 60 0 30 60 120 ( IN FEET) 1 inch = 60 ft. N O N UJ wI o� checked by: approved by: project no.: 2004-0131 dwg name: 19-IR.DWG date: 08-13-04 SHEET L2.1 w 1— Z Z OL.LI CL X W N Z [ M 0 N a LLJ — J to Z 0 J J W I— Z O checked by: approved by: project no.: 2004-0131 dwg name: 19-IR.DWG date: 08-13-04 SHEET L2.1 I I v U) <� �w CL N� O Y Om 'L. ~ Fo v W N �~Wx2 t0R7 QU d 3 J w 0 O< OO x W (� o zw_5 *OWo z W LL g��KQO�y ZNZ O�Naa?�N'om 203,091 FZ X5 Qp 2S• ■ O .f W�Wf/I d. fW/1 WfgdZ FpZ ~ Z05 oQa MONTICELLO, MNRENTERE Wa- N�F N��� DATE: 03/11/04 N00 W �oo<Oow�a� STORE NO.: 3624 PROTO: C -195 -SGL -OL W \ E \ \ t \ t \ r W DRAWING INDEX ARCH CONT STRUCTURAL FIRE PROTECTION MECHANICAL ELECTRICAL GENERAL FOOD SERVICE " y z A5.5 VESTIBULE DETAILS SOGENERAL STRUCTURAL INFORMATION FP1 FIRE PROTECTION PLAN A5.6 TOILET PLANS AND ELEVATIONS ARCHITECTURAL S1 FOUNDATION PLAN FP1.1 FIRE PROTECTION PLAN P1 PLUMBING PLAN E1 LIGHTING PLAN C1 COVER SHEET P2 ENLARGED PLUMBING PLANS AND RISERS E1.1 ENLARGED LIGHTING PLANS A6 OFFICE PLAN F"L S1.1 SLAB PLAN FP2 FIRE PROTECTION DETAILS P3 ENLARGED PLUMBING PLANS AND RISERS E1.2 LIGHTING DETAILS AND SITE LIGHTING N1 GENERAL INFORMATION _ t �n A6.1 PARTITION TYPES AND DETAILS SB1 NOT USED `�-N S2 FOUNDATION DETAILS FP2.1 FIRE PROTECTION DETAILS P4 PLUMBING SCHEDULES AND DETAILS E2 POWER PLAN 0) A6.2 INTERIOR WALL SECTIONS S2.1 FOUNDATION DETAILS FP3 FIRE SPRINKLER PLAN ARCHITECTURAL A7 ROOM FINISH SCHEDULE S3 ROOF FRAMING PLAN FP3.1 FIRE SPRINKLER PLAN M1 HVAC PLAN E2.1 POWER DROP PLAN M2 ENLARGED HVAC PLANS E2.2 ENLARGED POWER PLANS A8 DOOR SCHEDULE GROCERY S4 GENERAL SCHEDULES AND DIAGRAMS FP3.2 FIRE SPRINKLER PLAN M3 MECHANICAL SCHEDULES AND DETAILS E2.3 ENLARGED POWER PLANS SPI SITE PLAN A8.1 DOOR DETAILS S4.1 FRAMING SCHEDULE FP3.3 FIRE SPRINKLER PLAN MP1 MECHANICAL ROOF PLAN AND DETAILS E2.4 ENLARGED POWER PLANS • y 0 SP2 SITE DETAILS A8.2 DOOR AND WINDOW DETAILS ARCHITECTURAL S4.2 FRAMING SCHEDULE FP4 FIRE PROTECTION PLAN MP2 AUTO CENTER PLANS AND DETAILS E3 ELECTRICAL DETAILS, SYMBOLS, AND SCHEDULES SP2.1 SITE DETAILS A9 MILLWORK S4.3 WIND GIRT DIAGRAMS E4 ONE -LINE DIAGRAM DETAILS AND SCHEDULES �% 5P2.2 BALE AND PALLET STORAGE A9.1 DETAILS GP1 FRONT GROCERY DWV PLAN [� o GA1 FRONT GROCERY FLOOR PLAN ■� S5 FRAMING DETAILS GP2 REAR GROCERY DWV PLAN E4.1 PANELBOARD SCHEDULES Q co 0 Al FLOOR PLAN AC1 AUTO CENTER GA1.1 REAR GROCERY FLOOR PLAN L x S5.1 FRAMING DETAILS GP3 GROCERY DWV RISER E4.2 PANELBOARD SCHEDULES "� a. A1.1 FLOOR FINISH PLAN AC1.1 AUTO CENTER DETAILS GA2 FRONT GROCERY FIXTURE PLAN S6 MERCHANT VESTIBULE PLANS GP4 FRONT GROCERY WATER PLAN AND SCHEDULES E4.3 PANELBOARD SCHEDULES Z A2 EXTERIOR ELEVATIONS AC1.2 TLE KIOSK GA2.1 REAR GROCERY FIXTURE PLAN S6.1 MERCHANT VESTIBULE PLANS GP5 REAR GROCERY WATER PLAN AND DETAILS E5 AUTO CENTER ELECTRICAL PLANS AND SCHEDULES W z A2.1 EXTERIOR DETAILS AC2 AUTO CENTER EQUIPMENT GA3 GROCERY INTERIOR ELEVATIONS C4 S6.2 VESTIBULE DETAILS GP6 GROCERY WATER RISER AND DETAILS EM1 ENERGY MANAGEMENT PLAN � w A2.2 SIGNAGE AC2.1 AUTO CENTER EQUIPMENT DETAILS GA4 GROCERY WALL SECTIONS S6.3 DRIVE THRU CANOPY PLANS AND DETAILS REM1 REFRIG ENERGY MANAGEMENT PLANef; ~ CE GA4.1 GROCERY WALL SECTIONS GM1 FRONT GROCERY HVAC PLAN AND DETAILS o O o A2.3 ENLARGED EXTERIOR ELEVATIONS FX1 FIXTURE PLAN S7 GARDEN CENTER FOUNDATION PLAN AND DETAILS GM2 REAR GROCERY HVAC PLAN RE1 REFRIG ELECTRICAL PLAN I.cc - A3 EXTERIOR WALL SECTIONS GC1 GARDEN CENTER FLOOR AND ROOF PLAN GA5 GROCERY DETAILS J TU) o S7.1 GARDEN CENTER FRAMING PLAN AND DETAILS R1 FRONT REFRIG PLAN RE1.1 REFRIG ELECTRICAL PLAN A3.1 EXTERIOR WALL SECTIONS GC2 GARDEN CENTER ELEVATIONS GA5.1 GROCERY DETAILS S7.2 GARDEN CENTER FRAMING DETAILS R2 REAR REFRIG PLAN GE1 ENLARGED GROCERY LIGHTING PLANS Q A3.2 EXTERIOR WALL SECTIONS GC2.1 GARDEN CENTER ELEVATIONSa A3.3 VESTIBULE WALL SECTIONS AND DETAILS GC2.2 GARDEN CENTER FENCE DETAILS ` `S8 AUTO CENTER FOUNDATION PLAN AND DETAILS R3 REFRIG SCHEDULES GE2 ENLARGED GROCERY POWER PLANS AND SCHEDULES w SUBWAY S8.1 AUTO CENTER FRAMING PLAN AND DETAILS R4 REFRIG SCHEDULES A3.4 EXTERIOR WALL SECTIONS GC3 GARDEN CENTER SECTIONS S8.2 AUTO CENTER KIOSK PLAN AND DETAILS LOCK BOX 2 z A3.5 EXTERIOR WALL SECTIONS GC3.1 GARDEN CENTER SECTIONS SWA1 DIMENSION CONTROL PLAN S9 COMPRESOR HOUSE PLAN AND DETAILS A4 ROOF PLAN GC3.2 GARDEN CENTER SECTIONS o AND RESPONSIBILITY SCHEDULE A4.1 ROOF DETAILS GC4 GARDEN CENTER DETAILS GC TO PROVIDE AND INSTALL (2) FIRE A4.2 ROOF DETAILS GC4.1 GARDEN CENTER DOOR DETAILS SWA2 CEILING PLAN AND WALL FINISH PLAN' DEPARTMENT LOCK BOXES 6'-0" ABOVE GRADE SWA3 FIXTURES AND FLOOR FINISH PLANS ISSUE BLOCK A5 VESTIBULE GC5 GARDEN CENTER DETAILS TO BOTTOM OF BOX. INSTALL ONE ADJACENT TO W A5.1 ENLARGED PLANS GC5.1 GARDEN CENTER DETAILS SWA4 ELEVATIONS AND DETAILS FIRE DEPARTMENT ENTRY DOOR 159F AND ONE A5.2 ENLARGED PLANS PH1 PHARMACY SWA5 EQUIPMENT DETAILS 1 01/05/05 CCD #6 SWAG EQUIPMENT DETAILS ADJACENT TO FRONT ENTRY DOORS 101C AND A5.3 ENLARGED GM VESTIBULE PH1.1 PHARMACY SECTIONS AND DETAILS 101D. GC TO COORDINATE TYPE OF BOX AND Z 2 02/14/05 CCD #10 SWM1 PLUMBING AND HVAC PLAN W A5.4 ENLARGED GR VESTIBULE PH2 EXTERIOR ELEVATIONS AT DRIVE-THRU LOCATION WITH FIRE DEPARTMENT OFFICIAL. SWE1 LIGHTING AND POWER PLAN PH2.1 EXTERIOR DETAILS AT DRIVE-THRU .. ink. ..... �, .a:•. .... \e;: ...., ,;' \ `tri ;, u', i' a., ::. � _, `.,,, \.� n.... e n sn I � y BUILDINGCODE SUMMARY NUMBER OF EXITS OR EXIT ACCESS DOORS REQUIRED REOUIRED EGRESS WIDTH FROM SPECIFIC SPACES WITH CALCULATIONS REQUIRED EGRESS WIDTH WITH CALCULATIONS (CONTINUED) SHEET N 0 TE S 195/C010 -CODE PER TABLE 1004.2.1 (2000 IBC), TWO EXITS ARE REQUIRED WHEN THE FOLLOWING OCCUPANT LOADS ARE EXCEEDED ANALYSIS OF BUILDING EGRESS REQUIREMENT REQUIRED EGRESS WIDTH IS 0.15 INCH PER OCCUPANT PER 2003 MSBC TABLE 1003.2.3 ACCESSORY SPACES EXITING THROUGH THE PRIMARY SPACES NAME OF PROJECT: MONTICSCHOOL BO, MN EV FORMULA FOR CALCULATING REQUIRED EGRESS WIDTH: (AREA OCCUPANT LOAD) X (EGRESS WIDTH PER PERSON SERVED) = REQUIRED EGRESS WIDTH STREET ADDRESS: SCHOOL BOULEVARD AND CEDAR STREET FOR ASSEMBLY OCCUPANCIES GREATER THAN 50, TWO EXITS ARE REQUIRED EXITING COMPLIES WITH 2000 IBC SECTION 1003.2.2.3 �.. BUILDING WILL BE FULLY SPRINKLERED AS y PROPOSED USE: RETAIL THE BREAKROOM HAS AN OCCUPANT LOAD OF 85 - TWO EXITS ARE PROVIDED SALES AREAS OCCUPANT LOAD REQUIRED WIDTHS PROVIDED WIDTHS DOORS NUMBERS AND SIZES ACCESSORY OCCUPANT PERCENTAGE EXITING REQUIRED IN CONTRACT DOCUMENTS. SUBMIT THE FOOD TENANT DINING ROOM HAS AN OCCUPANT LOAD OF 116 - TWO EXITS ARE PROVIDED MAIN SALES AREA 4,941 OCCUPANTS 0.15 X 4941 = 742 INCHES (906 INCHES TOTAL) SPACE LOAD THROUGH SALES 129 INCHES 101A 1(12'-0") BANK OF SLIDERS FIRE SPRINKLER SYSTEM DRAWINGS AND FOR STORAGE NG ROOM GREATER THAN 30, TWO EXITS ARE REQUIRED CALCULATIONS TO AUTHORITIES HAVING APPLICABLE �- BUILDING CODE: 2000 INTERNATIONAL BUILDING CODE 129 INCHES 1016 1(12'-0") BANK OF SLIDERS BAKERY AND DELI 28 100% STOCK RECEIVING ROOM # 178 HAS AN OCCUPANT LOAD OF 55 -MORE THAN TWO EXITS ARE PROVIDED 129 INCHES 115A 1 12'-0" BANK OF SLIDERS JURISDICTION (FIRE DEPARTMENT, FIRE MECHANICAL CODE: UMC 1991 FOOD TENANT 118 (59) 50% PLUMBING CODE: MINNESOTA STATE PLUMDING CODE FOR MERCANTILE OCCUPANCIES GREATER THAN 50, TWO EXITS ARE REQUIRED 129 INCHES 115B 1 12'-0" BANK OF SLIDERS HAIR CARE 10 (5) 50% MARSHAL ETC). OBTAIN ALL APPROVALS PRIOR TO ELECTRIC CODE: NEC 2003 THE MERCANTILE AREA OCCUPANT LOAD EXCEEDS 1000 - MORE THAN FOUR EXITS ARE PROVIDED PER TABLE 1005.2.1 33 INCHES 1000 1(3'-0") HINGED TENANT # 802 32 (16) 50% FABRICATION OR INSTALLATION. FIRE CODE: 2000 INTERNATIONAL FIRE CODE 90 INCHES 110C 2(4'-0") HINGED FUTURE BANK 7 100% ACCESSIBILITY CODE: MINNESOTA STATE CODE NOTE: PER IBC SECTION 1003.3.1.3.3 ANF IFC SECTION 1003.3.1.3.3, HORIZONTAL SLIDING DOORS ARE PERMITTED TO 66 INCHES 15DA 2(3'-0") HINGED VISION CENTER 43 100% 2. OWNER WILL PROVIDE FIRE EXTINGUISHERS IN CHECKED BY: (� BE A COMPONENT OF A MEANS OF EGRESS IN ACCORDANCE WITH EXCEPTION #5 OF SECTION 1003.3.1.2 (BOTH CODES) 45 INCHES 162F 1(4'-0") HINGED PHARMACY 8 100% ACCORDANCE WITH NFPA 10. AUTHORITY ��,�,////w���� SECTION 1003.3.1.2 EXCEPTION # 5 STATES THE FOLLOWING: "IN OTHER THAN H OCCUPANCIES , HORIZONTAL SLIDING 66 INCHES 926A 2(3'-0") HINGED HAVING JURISDICTION WILL APPROVE FINAL FIRE • W DRAWN BY: GC MIXED OCCUPANCIES: THIS BUILDING HAS BEEN DESIGNED PER 2000 IBC SECTIONS 302.3.1, 302.3.2 AND 302.3.3 COURTESY DESK 29 100% (MIXED USE) SECTION 302.3.1 ALLOWS FOR MIXED OCCUPANCIES TO APPLY TO BOTH SECTIONS DOORS COMPLYING WITH SECTION 1003.3.1.3.3 ARE PERMITTED IN A MEANS OF EGRESS." 90 INCHES 10ON 2(4'-0") HINGED FRONT OFFICE 119 2 100% EXTINGUISHER LOCATIONS. 302.3.2 AND 302.3.3 AT THE SAME TIME. EGRESS THROUGH INTERVENING SPACES AND STRORAGE AREAS AUTO SERVICE 38 (19) 50% FILE NAME: 195-0010 AUTO SALES AREA 101 OCCUPANTS 0.15 X 101 = 16 INCHES 75 INCHES TOTAL 611A 1(7'-O") BANK OF SLIDERS INVOICING 5 (3) 50% 3. WAL-MART'S ALARM CENTRALS ENGINEERING ■� SECTION 302.3.2: (NONSEPARATED USES) -APPLIES TO ALL OCCUPANCIES OF THE BUILDING FOR HALLWAY 926 COMPLIES WITH SECTION 1003.2.8 (80TH IBC AND IFC) -EGRESS IS CONTINUOUS AND UNOBSTRUCTED 33 INCHES TOTAL 611E 1(3'-D") HINGED BREAK ROOMS 85 (43) 50% TEAM HAS CONTACTED THE AUTHORITY HAVING PROTO CYCLE: 062504 FIRE SEPARATION EXCEPT THE ASSEMBLY OCCUPANCIES I I STORAGE ) RM. AREAS ST = STOCK ROOM, FRE = FREEZER TRAINING ROOM 35 (18) 50% JURISDICTION FOR PRE -PLAN DATA ABOUT STATE L ( DOCUMENT DATE: 08/11 /04 FOR NONSEPARATED USES -FIRE SEPARATIONS ARE NOT REQUIRED BETWEEN USES PER SECTION OCCUPANCY LOAD FACTORS STOCKROOM 917 5 (3) 50% AND LOCAL REQUIREMENTS THAT DIFFER FROM THE ST. RM. 917 &COOLER 916 5 OCCUPANTS 0.15 X 5= 1 INCHES 110 INCHES TOTAL OPEN TO HALLWAY 926 STOCKROOM 919 4 50% NATIONALLY PUBLISHED CODES AND STANDARDS. A am 16� 302.3.2 EXCEPT AS REQUIRED BY OTHER PROVISIONS (NONE REQUIRED HERE) T ST RM. 919, FRE 920 & 921 4 OCCUPANTS 0.15 X 4 = 1 INCHES 110 INCHES TOTAL OPEN TO HALLWAY 926 (2) SALES (MERCANTILE - GRADE FLOOR AREAS) 30 GROSS ST RM. 923 & FRE 922 11 OCCUPANTS 0.15 X 11 = 2 INCHES 66 INCHES TOTAL 150A 2(3'-0") HINGED STOCKROOM 922 11 (6) 50% COMPLETE SITE SPECIFIC SUBMITTAL IS BEING SECTION 302.3.3: (SEPARATED USES) - APPLIES TO THE ASSEMLBY AREAS. HOWEVER, SINCE THE STORAGE (MERCANTILE - STORAGE, STOCK, SHIPPING AREAS) 300 GROSSSTOCKROOM 179 15 (8) 50% MADE DIRECTLY TO THE AUTHORITY HAVING STOCKROOM 179: 15 OCCUPANTS 0.15 X 15 = 3 INCHES 33 INCHES TOTAL 1798 1(3'-0") HINGED RECEIVING 178 55 (28) 50% JURISDICTION. QUESTIONS SHOULD BE DIRECTED 3 ASSEMBLY AREAS ARE LESS THAN 70% OF THE TOTAL FLOOR SPACE, SECTION 302.2 APPLIES. THE TRAINING, BREAK AND DINING ROOMS (ASSEMBLY W/OUT FIXED SEATING) 15 NET RECEIVING 178: 55 OCCUPANTS 0.15 X 55 = 9 INCHES (99 INCHES TOTAL) TO 1-800-530-9924, OPTION 3. o ASSEMBLY AREAS ARE ACCESSORY TO THE MAIN USE BAKERY AND MEAT PREP AREAS (COMMERCIAL KITCHEN) 200 GROSS 33 INCHES 178A 1(3'-0") HINGED TOTAL ACCESSORY OCCUPANT LOAD = 530 PER SECTION 302.2 FIRE SEPARATION IS NOT REQUIRED BETWEEN THE ACCESSORY USE AND THE AUTO SERVICE CENTER (INDUSTRIAL AREAS) 100 GROSS 33 INCHES 178K 1(3'-0") HINGED J 4. THE MAXIMUM STORAGE HEIGHT IS TWELVE MAIN USE FRONT OFFICE#119, PHARMACY, INVOICING & MANAGEMENT (BUSINESS AREAS) 100 GROSS 33 INCHES 178L 1(3'-0") HINGED HAIR CARE, FUTURE BANK (BUSINESS AREAS) 100 GROSS FEET EXCEPT IN ROOM 178, 179, 500, AND 611. BUILDING OCCUPANCIES: M -MERCANTILE -WHOLESALE OR RETAIL STORE (MAIN USE) - SECT. 309.1 FOOD TENANT (ASSEMBLY AND KITCHEN) SEE EACH INDIVIDUAL FACTOR ABOVE ANCILLARY AREAS TOTAL ACCESSORY LOAD EXITING THROUGH SALES = 327 THE STOCKROOM WILL HAVE A STACKING HEIGHT M- SERVICE STATION -TLE AREA -TIRE & LUBE EXPRESS SERVICES (ACCESSORY USE - SECT. 309.1 VISION CENTER AND FRONT COURTESY DESK SALES AND BUSINESS SEE INDIVIDUAL FACTOR ABOVE = OF 15 FEET OF CLASS I-IV COMMODITIES IN FIXED, (SERVICE ARE LIMITED TO OIL CHANGES WITH LUBE, INSTALLATIONOF TIRES AND/)OR SEASONAL INDOOR SALE 298 OCCUPANTS 0.15 X 298 45 INCHES (162 INCHES TOTAL) OCCUPANT LOAD FOR MAIN SALES AREA = 4941 OCCUPANCY LOAD CALCULATIONS: 129 INCHES SOOL 1(12'-0") BANK OF SLIDERS SINGLE AND DOUBLE ROW RACKS. THE STACKING BATTERIES. THERE IS NO FUEL, THERE ARE NO EXCHANGES OF PARTS.) S7 -RECEIVING AND STOCKROOMS - STORAGE AREAS (MIXED USE) - INCIDENTAL USE - SECT. 311.1 INDOOR SALES AREAS (COMBINED AREA IS 160,147 S.F.) (COMBINE LOAD 1$ 5,340) 33 INCHES 500J 1(3'-0") HINGED TOTAL OCCUPANT LOAD FROM INDOOR SALES AREA HEIGHT OF THE ROLLING RACK AREA WILL NOT MAIN SALES AREA: (TOTAL AREA IS 148,216 S.F.) 148,215 SF/ 30 = 4941 OCCUPANTS TRAINING ROOM: 35 OCCUPANTS 0.15 X 35 = 6 INCHES 33 INCHES TOTAL 172A 1(3'-0") HINGED MAIN SALE OCCUPANT LOAD = 4941 EXCEED 12 FEET. A2-BREAKROOMS AND FUTURE FOOD TENANT (ACCESSORY TO MAIN USE) -SECT. 303.1 ACCESSORY OCCUPANT LOAD = 327 AUTO SALES AREA: (TOTAL AREA IS 3,015 S.F.) 3,015 SF/ 30 = 101 OCCUPANTS BREAK ROOMS: 85 OCCUPANTS 0.15 X 85 = 13 INCHES (78 INCHES TOTAL) TOTAL 5268 5. REFER TO SPECIFICATION 01600 - PRODUCT ALLOWABLE AREA. THIS BUILDING IS DESIGNED FOR UNLIMITED AREA PER SECTION 507.2 (2000 IBC) SEASONAL INDOOR SALE: (TOTAL AREA IS 8,916 S.F.) 8,916 SF/ 30 = 298 OCCUPANTS 45 INCHES 1718 1(4'-0") HINGED REQUIREMENTS: THIS SECTION INCLUDES THIS BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM AND IS 33 INCHES 1710 1(3'-0") HINGED TOTAL EGRESS WIDTH REQUIRED FROM MAIN SALES SPECIFIC INFORMATION REGARDING ITEMS AND SURROUNDED ON ALL SIDES BY 60 FEET MINIMUM OF PERMANENT OPEN SPACE AND COMPLIES WITH BAKERY AND MEAT PREP: 28 OCCUPANTS 0.15 X 28 = 5 INCHES 72 INCHES TOTAL OPEN TO SALES AREA 5268 X 0.15 = 791 INCHES SERVICES TO BE FURNISHED AND INSTALLED BY SECTION 507.2 STORAGE AREAS (ST RM = STOCK ROOM, FRE = FREEZER) (COMBINED AREA IS 26,147 S.F.) INVOICING AND MANAGEMENT: 5 OCCUPANTS 0.15 X 5 = 1 INCHES 33 INCHES TOTAL 171A 1(3'-0") HINGED INDIVIDUALS OTHER THAN THE GENERAL ST RM 917 & COOLER 916: (TOTAL AREA IS 1,385 S.F.) 1,385 SF/ 300 = 5 OCCUPANTS AUTO SERVICE CENTER: 38 OCCUPANTS 0.15 X 38 = 6 INCHES 33 INCHES TOTAL 600L 1(3'-0") HINGED TOTAL EGRESS WIDTH PROVIDED FROM MAIN SALES = W TYPE OF CONSTRUCTION: TYPE 5B PER SECT. 602 AND TABLES 601 AND 602 (2000 IBC) CONTRACTOR. ALL ITEMS SHOWN DASHED ST RM 919, FRE 920 & 921: (TOTAL AREA IS 1080 S.F.) 1080 SF/300= 4 OCCUPANTS FRONT OFFICE # 119: 2 OCCUPANTS 0.15 X 2 = 1 INCHES 33 INCHES TOTAL 119A 1(3'-0") HINGED 906 INCHES REFER TO SPECIFICATIONS. FIRE PROTECTION: HOURLY FIRE -RESISTANCE RATING REQUIREMENT PER TABLE 601 REQUIRED PROVIDED ST RM 923 & FRE 922: (TOTAL AREA IS 3063 S.F.) 3063 SF/ 300 = 11 OCCUPANTS PHARMACY OFFICE: 8 OCCUPANTS 0.15 X 8 = 2 INCHES (72 INCHES TOTAL) TOTAL COMBINED EGRESS WIDTH PROVIDED AT BOTH STRUCTURAL FRAME 0 HOURS 0 HOURS STOCKROOM 179: (TOTAL AREA IS 4,358 S.F.) 4,358 SF/300= 15 OCCUPANTS 39 INCHES 300A 1(3'-6") HINGED MAIN ENTRANCES = 516 INCHES 6" GENERAL CONTRACTOR TO PROVIDE AND Z o+ ROOF CONSTRUCTION O HOURS 0 HOURS RECEIVING 178: (TOTAL AREA IS 16,261 S.F.) 16,261 SF/ 300 = 55 OCCUPANTS 33 INCHES 3060 1{3'-0") HINGED m INSTALL LOCK BOX. GENERAL CONTRACTOR TO EXTERIOR NONBEARING WALLS 0 HOURS 0 HOURS ANCILLARY AREAS COMBINED AREA IS 13,679 S.F. FRONT COURTESY DESK: 29 OCCUPANTS 0.15 X 29 = 5 INCHES 228 INCHES TOTAL OPEN TO SALES AREA TOTAL EGRESS WIDTH PROVIDED AT FRONT WALL = Lu 0 > a °' EXTERIOR BEARING WALLS 0 HOURS 0 HOURS TRAINING ROOM: ( (TOTAL AREA IS 520 S F. 825 INCHES COORDINATE TYPE OF BOX AND LOCATION WITH o �_ N m 520 SF/ 15 = 35 OCCUPANTS TENANT AREAS INTERIOR BEARING WALLS 0 HOURS 0 HOURS BREAKROOMS: (TOTAL AREA IS 1,267 S.F.) 1,267 SF/ 15 = 85 OCCUPANTS rn FOOD TENANT AREA: 118 OCCUPANTS 0.15 X 118 = 18 INCHES (228 INCHES TOTAL) v INTERIOR NONBEARING WALLS AND PARTITIONS 0 HOURS 0 HOURS BAKERY AND MEAT PREP: (TOTAL AREA IS 5,527 S.F.) 5,527 SF/200= 28 OCCUPANTS 33 INCHES 4O2A 1(3'-0") HINGED 7. PORTABLE FIRE EXTINGUISHERS MUST BE m w FLOOR CONSTRUCTION 0 HOURS 0 HOURS INVOICING AND MANAGEMENT: (TOTAL AREA IS 408 S.F.) 408 SF/ 100 = 5 OCCUPANTS NOTE: ALL AREAS WITH 50% EGRESS THROUGH THE / a �' c AUTO SERVICE CENTER: (TOTAL AREA 15 3,743 S.F.) 3;743 SF/ 100 = 38 OCCUPANTS 276 INCHES OPEN TO SALES AREA INSTALLED IN EACH COMMERCIAL COOKING FOOD -- SALES AREA ARE PROVIDED WITH A SECONDARYo NO FIRE SEPARATION REQUIRED BETWEEN AUTO SERVICE CENTER AND SALES PER MSEC SECTION 302.3.2 # ( ) 199 SF 100 = 2 OCCUPANTS HAIR CARE AREA: 10 OCCUPANTS 0.15 X 10 = 2 INCHES (201 INCHES TOTAL) PREPARATION AREA AND ADJACENT TO EACH c d AUTO SERVICE CENTER: FRONT OFFICE 119: TOTAL AREA IS 199 S.F. / MEANS OF EXITING THAT DOES NOT PASS THROUGH 33 INCHES 810E 1(3'-0") HINGED THE SALES AREA. EXTERIOR EXIT DOORWAY. PROVIDE KCLASS - 6 W a E m 5 c (NON SEPARATED USE APPLIES). ALSO PER NFPA 101 SECTION 6.1.14.2 EXCEPTION A, WHEN USE IS PHARMACY OFFICE: (TOTAL AREA IS 799 S.F.) 799 SF/ 100 = $OCCUPANTS E E '� m FRONT COURTESY DESK: (TOTAL AREA IS 1,216 S.F.) 168 INCHES 810C OPEN TO SALES AREA LITER PORTABLE FIRE EXTINGUISHERS IN KITCHEN �; T E U INCIDENTAL TO ANOTHER OCCUPANCY IT SHALL BE CONSIDERED PART OF THE PREDOMINANT OCCUPANCY TENANT AREA # 802: 32 OCCUPANTS 0.15 X 32 = 5 INCHES (306 INCHES TOTAL) AREA. SALES AREA IS 666 S.F. 666 SF/ 30 = 23 OCCUPANTS 8026 1 10'-0" OPEN TO SALES BUILDING EGRESS WIDTH REQUIREMENT m HOWEVER, A t -HOUR FIRE SEPARATION IS PROVIDED BETWEEN TIRE SALES #611 AND THE REMAINING OFFICE AREA IS 550 S.F. 550 SF/ 100 = 6 OCCUPANTS 120 INCHES ( ) is m PORTIONS OF THE BUILDING TO COMPLY WITH SECTION 2306.3.2.1 OF THE 2000 INTERNATIONAL FIRE 120 INCHES 803B 1(10'-0") OPEN TO SALES TOTAL EGRESS WIDTH REQUIRED FOR BUILDING = 892 Op ,E _. CODE. TENANT AREAS (COMBINED AREA IS 5,472 S.F.) 33 INCHES 802A 1(3'-0") HINGED INCHES TOTAL NET SQUARE FOOTAGE IS 206,446 PER DEFINITION "�' C :F 4L FOOD TENANT AREA: (TOTAL AREA IS 2,044 S.F.) 33 INCHES 803A 1 3'-0" HINGED TOTAL EGRESS WIDTH PROVIDED FOR BUILDING = �tt a ( ) OF NET FLOOR AREA (IBC SECTION 1002.1) 'm KITCHEN AREA IS 308 S.F. 308 SF/200= 2 OCCUPANTS FUTURE BANK AREA: 7 OCCUPANTS 0.15 X 7 = 2 INCHES 33 INCHES TOTAL 171D 1(3'-0") HINGED 3,076 INCHES c> m o DINING AREA IS 1736 S.F. 1,736 SF/ 15 = 116 OCCUPANTS VISION CENTER AREA:43 OCCUPANTS 0.15 X 43 = 7 INCHES 130 INCHES TOTAL OPEN TO SALES AREA TOTAL GROSS SQUARE FOOTAGE IS 212,242 PER DEFINITION HAIR CARE AREA: (TOTAL AREA IS 939 S.F.) 939 SF/ 100 = 10 OCCUPANTS NOTE: BUILDING EGRESS DOES NOT INCLUDE THE OF GROSS FLOOR AREA (IBC SECTION 1002.1) TENANT AREA 802: TOTAL AREA IS 939 S.F. (TOTAL BUILDING OCCUPANT LOAD IS 5870) (892 INCHES TOTAL REQUIRED FROM BUILDING) (3,076 INCHES TOTAL PROVIDED FROM BUILDING) OUTDOOR SALES AREAS. THE AREAS DESIGNATED AS m o n L c # ( ) 939 SF/ 30 = 32 OCCUPANTS -� a U c Q' m EXIT ACCESS TRAVEL DISTANCE: 250' FOR M OCCUPANCIES PER 2000 IBC TABLE 1004.2.4 FOR SPRINKLERED BUILDINGS OUTSIDE LIVE GOODS AND OUTSIDE BAG GOODS ARE PLUMBING FIXTURE UNITS 250' FOR M OCCUPANCIES PER 2000 IFC (FIRE CODE) TABLE 1004.2.4 FOR SPRINKLERED BUILDINGS FUTURE BANK: (TOTAL AREA IS 664 S.F.) 664 SF/ 100 = 7 OCCUPANTS ANALYSIS OF OUTDOOR SALES AREA EGRESS REQUIREMENT REQUIRED EGRESS WIDTH IS 0.15 INCH PER OCCUPANT PER 2003 MSBC TABLE 1003.2.3 OPEN TO THE SKY. THERE IS NO ROOF. PER TABLE 403.1 2000 IPC AND CHAPTER 29 2000 IBC < VISION CENTER AREA: (TOTAL AREA IS 1,886 S.F.) NOTE: THE DISTANCE FROM ANYWHERE IN THE BUILDING TO AN EXIT DISCHARGE IS LESS THAN 250' OUTSIDE LIVE GOODS 138 OCCUPANTS 0.15 X 138 = 21 INCHES (66 INCHES TOTAL) TOTAL BUILDING OCCUPANT LOAD IS 5899 3 SALES AREA IS 1,008 S.F. 1,008 SF/ 30 = 34 OCCUPANTS 33 INCHES 501A 1(3'-0") HINGED OUTDOOR SALES EGRESS WIDTH REQUIREMENT DISTRIBUTION: 50% MALE AND 50% FEMALE -o OFFICE AREA IS 878 S.F. 878 SF/ 100 = 9 OCCUPANTS 33 INCHES 501B 1 3'-0" HINGED OUTDOOR EXITING COMPLIES WITH SECTION 1004.8 DISTRIBUTION: 2950 MALE AND 2950 FEMALE COMMON PATH OF TRAVEL: 75' FOR M OCCUPANCY PER 2000 IBC & IFC SECTION 1004.2.5 FOR SPRINKLERED BUILDINGS O 205,445 TOTAL NET INDOOR SQUARE FOOTAGE 6,293 TOTAL OCCUPANT LOAD) 100' FOR S OCCUPANCY (STORAGE) PER 2000 IBC &IFC SECTION 1004.2.5 EXCEPTION # 2 OUTSIDE BAG GOODS: 256 OCCUPANTS 0.15 X 256 = 39 INCHES (198 INCHES TOTAL) EXITING DOES NOT PASS THROUGH THE BUILDING THIS BUILDING HAS BEEN DESIGNED PER SECTION 1004.2.5 EXCEPTION 2 WHICH ALLOWS UP TO 100' LAVATORIES REQUIRED: 1/750 MALE & 1/750 FEMALE • 33 INCHES 502A 1(3'-0") HINGED COVER N GARDEN CENTER AREA: (COMBINED AREA IS 11,799 S.F.) (TOTAL OCCUPANT LOAD IS 690.) 502B 2(4'-0-) HINGED TOTAL EGRESS WIDTH REQUIRED FOR OUTDOOR SALES MALE REQUIRED: 2935/750 = 4 (9 PROVIDED) OUTSIDE LIVE GOODS: / 90 INCHES AREA = 60 INCHES CORRIDOR FIRE -RESISTANCE: CORRIDORS ARE NOT REQUIRED TO BE RATED IN SPRINKLERED BUILDINGS FOR "M" OCCUPANCIES (TOTAL AREA IS 4,078 S.F.) 4,078 SF 30= 136 OCCUPANTS 33 INCHES 502C 1(3'-0") HINGED FEMALE REQUIRED: 2950/750 = 4 (9 PROVIDED) SHEET E % PER 2000 IBC TABLE 1004.3.2.1 AND 2000 INTERNATIONAL FIRE CODE TABLE 1004.3.2.1.. OUTSIDE BAG GOODS: (TOTAL AREA IS 7,671 S.F.) 7,671 SF/ 30= 256 OCCUPANTS TOTAL EGRESS WIDTH PROVIDED FOR OUTDOOR SALES 0 90 INCHES 502D 2(4'-0") HINGED AREA = 264 INCHES LU � I (TOTAL OUTDOOR SALES OCCUPANT LOAD IS 394) (60 INCHES TOTAL REQUIRED FROM OUTDOOR SALES) (264 INCHES TOTAL PROVIDED FROM OUTDOOR SALES) WATER CLOSETS REQUIRED: 1/500 MALE & 1/500 FEMALE MALE REQUIRED: 2950/500 = 6 (6 PROVIDED) N FEMALE REQUIRED: 2950/500 = 6 (9 PROVIDED)an ARCHITECTURAL: MECHANICAL: ELECTRICAL: PLUMBING: STRUCTURAL' DRINKING FOUNTAINS REQUIRED: 1/1000 OCCUPANTS CHRIS M. RHEA HENDERSON ENGINEERS, INC. HENDERSON ENGINEERS, INC. HENDERSON ENGINEERS, INC. JOHNSTON BURKHOLDER ASSOCIATES °o z 5899/1000 = 6 DRINKING FOUNTAINS ARCHITECT OF RECORD ENGINEER OF RECORD ENGINEER OF RECORD ENGINEER OF RECORD ENGINEER OF RECORD 5 FOUNTAINS PPROVIDED AND 1 WATER COOLER 6 6700 ANTIOCH PLAZA, SUITE 300 8325 LENEXA DRIVE, SUITE 400 8325 LENEXA DRIVE, SUITE 400 8325 LENEXA DRIVE, SUITE 400 930 CENTRAL PER IPC SECTION 410.1 A WATER COOLER MAY BE USED o MERRIAM, KANSAS 66204 LENEXA, KANSAS 66214 LENEXA, KANSAS 66214 LENEXA, KANSAS 66214 KANSAS CITY, MISSOURI 64105 IN LIEU OF A DRINKING FOUNTAIN LO 0 CD o c N O SHEET: �i C1 Ld N OZQ 00� D 7 LL o o NQZZIJp �za LL isoLU w< <oTz Of 0 z �j zarz a Qa$ oEwuwx coi O rc �o-w'�FXaYzwwm �, Z a5-0omo00Vow,wm Z N ww pO�p O O d m o d j z p �dy 6 p 2 Q Q z n a z 4 W Q y Z J N w F W w W U D a poiY-�lwwwl=-w9 F- �w '�poiE ncsoxoan U Di56QJLLQfwII<wzao CHECKED BY: DRAWN BY: GC FILE NAME: 195-N010 PROTO CYCLE: 062504 DOCUMENT DATE: 08/11/04 Ci' co O 0 E-3 Lil r� (y,E--iOcc� 0-4 Elf o CHECKED BY: DRAWN BY: GC FILE NAME: 195-N010 PROTO CYCLE: 062504 DOCUMENT DATE: 08/11/04 E M Z C 0. C en c m ten: R GENERAL INFORMATION Lz a ; d E N1 3 0 E � a m z o SHEET NOTES KEYNOTES KEYNOTES 1. ALL CONCRETE STOOPS SLOPE 2% AWAY FROM 2,01 CHAIN LINK FENCING WITH PLASTIC SCREENING 3.16 CONCRETE CURB - PAINT ON FACE AND 6" BUILDING. SLOPE SURROUNDING GRADE 5.0% SLATS INSTALLED VERTICALLY ON TOP MAXIMUM TO MEET FLUSH WITH FRONT AND SIDE EDGES OF EACH CONCRETE STOOP. 2.02 CHAIN LINK FENCING 4.17 RAISED CMU PLANTER. REF 17/SP2.1 2. ALL EXTERIOR SIDEWALK JOINTS TO BE FILLED. 2,04 ORNAMENTAL METAL FENCING REF SPECS 5.02 6" PIPE BOLLARD, PAINTED 3.01 CONCRETE STOOP 7.09 METAL DOWNSPOUT, PAINTED (SIZE NOTED 3.05 CONCRETE CURB BESIDE KEYNOTE), CONNECTED TO STORM. 3.06 CONCRETE TRANSFORMER PAD, REFER CIVILS 7.31 PRIMARY OVERFLOW SCUPPER DRAWING FOR ACTUAL LOCATION. COORDINATE 68'-4" 15'-4" 22'-0" SIZE, REINFORCING AND THICKNESS WITH LOCAL 10.01 FLAGPOLE 8 UTILITY SP2 2D'-0" -- 99.92' 18'-4., -------------- -------- () 2 EQ 99.50'; 3.01 3.01 2 EQ. �. SPACES/3.01 \ SPACES 5 TYP i i 6 99.45 r--�------� - - - - - - - SP2 r- I I i I 100.00 I � I 5-SP2.1 1 99.45' I I cn VERIFY BOLLARD v REQUIREMENTS AT TRANSFORMER WITH --- -----�I N UTILITY w 13 TYP 3.06 SP2.1--------------------- TP w 99.85' ` 3.01 3.01 ITYPU 1 1 Q 1 I e 71 Or 5-SP2.1 00 99.45' ro 0) I ro 9 SP2Nil 99.85' - I1 3.01 I r I \ 100.00' 3.01 \LLL---- 100.00' 99.75' 1 I 99.92' ( i 99.25' 1 0 N O 2'-3" I I I ro a7. X4"09 -I i I o F-99 6a' r 3.01 I I 0 d U-) 00 'o. 60'-1" 99.80' 2.01 of 3.01 a iv ARCHITECTURAL FINISH FLOOR = 100.00' I I CIVIL FINISH FLOOR = 966.0' 1ALL EXTERIOR DOORS =100.00' UNO -J I I AC1.2 3.01 I N 100.00' 99.92' I N j REF 1-GC1 FOR i� GUTTER AND DOWNSPOUT 5 LOCATIONS SP2 2 p�R 99.45' p 9'-3" 99.25 REF STRUCTURAL SLOPE OR CONTROL JOINTS 99.75 3-SP2.1 w zo V) 100.00' 3.16 O \ '_0" P5 co w - 99.50' I 00z 0 14 .'x�l J SP2 � o I � zo 99.55' -- ---�� U o I I U I i K 1 I 6 I I I W � _ I I a co a REF 2 -GCI 100.00' I I I FOR TRENCH I I co Ui 99.87 DRAIN SPOT I I ^ ELEVATIONS I prNNjI R�0-__-_ I 172 SP20.1 100.00' 99.77SP2.1 6„X69. " III 1I --. I Jr3.01 10.01 6 1 0-0-. 00-'- ---- II - --- --�p Il NO .N"a'.,. w!Uan812 12' H + i i . 99.92' 99.92' 99.2' -0" 100.00' REF. 12-SP2.1 SP2.1 oaEl - ---- 47 301 301 4.17-- -- ----- ----- ------ 3.05 4.17 100.00, Lih 6 X 7.09 9.50' -SP b w100.00 I w------------ REF 12_SP2.1 I P2 " O 21 °n_ u1- --- - _- IM S ----------------- --- 00 ---- ----- ! 1 1 1 I 8-$P2.17-SP2. (V99.82' L-- __J � �- -- -- ---� �'- ---- - - 1. 3.05 0 3.05 99.76' CL 99.89' 99.89' 99.35' d� 99.76' d 99.76' 99.76' nN m 99.76' d 99.76' 99.76' C143.05 99.76' N I- IN �N � � �� N Ila a 9'-3" 12'-6" 27' -OZ" 25'-1" 27'-92" 81'-42" 56'-6" 23'-4 6'-0"25'-8" 6'-0" 32'-4" 40'-0" 13'-6" 11'-D" 34'-2" 6'-8" 13'-4" 16'-0" -0" 38'-4" 6'-0" 28'-4" 6'-0" 108'-0" (3) EQ SPACES (3) EQ SPACES (3) EQ SPACES (7) EQ SPACES 11 1 (5) EQ SPACES (2) EQ SPACES (2) EQ SPACES (3) EQ SPACES (4) EQ SPACES (4) EQ SPACES (3) EQ SPACES (2) EQ SPACES r x � SITEPLAN 20'-D" 052804 SP010-001-F a Q a 0 N .D p a N4 r 0: f o5x zN wV)w ,ON<Q i QU ILLI. oo, ��wrp wza Ld Of awmz!ag �gkipaj?WQOw O &r-r:�iwQ-}'zu'ar p�pwpppp0 O paXjrOd�z0p ZQ Q #N mZ iui"'-0�p J ¢a 1n�Filwy�^j 1�1JJ a o�s M_r-~r OF 2 pp _aiwrc€ poo Z wb w w�� x� NNOFipp�rcO (n �plD saa S�<uiercw<�? F z F J I (j) z 0 v L_ CHECKED BY: DRAWN BY: GC FILE NAME: 195-SP010 PROTO CYCLE: 062504 DOCUMENT DATE: 08/11/04 "NH O n a a a O ��s ry O U c cc r�r^ CHECKED BY: DRAWN BY: GC FILE NAME: 195-SP010 PROTO CYCLE: 062504 DOCUMENT DATE: 08/11/04 SITE PLAN SHEET: SP1 cy LJ O (n O D I I N E 7 a� SP2 TOP OF DRAIN 98.50; SLOPE 7'X4' AREA TO DRAIN 99.21' TO CURB SELF CONTAINED COMPACTOR/BIN` LOCATE BOTTOM EDGE OF SONOZAIRE +54" ABOVE GRADE. POWER UNIT 11. 1. I. 98.64' N I �. 11-SP2.2 a 99.00' � I 1 SP020-009-f 11-SP2.2 REF 12—Sf 99.43' 99.50' 100.00' I � FILE NAME: I I PROTO CYCLE: 062504 W 12—SP2.2 --------------------- --------- I I --------- z i 98.88' 0 0 M I I a N "' Lj I I N U I - -----F_ I 4.13 I I I I I I I I 99.50' I i � I I I I I N L—_ J O Q0 I n N I �. 11-SP2.2 a 99.00' � I 1 SP020-009-f 11-SP2.2 REF 12—Sf 99.43' 99.50' 100.00' DRAWN BY: GC FILE NAME: 195—SP020 PROTO CYCLE: 062504 W - --------------------- --------- - --------- 8 2.1 7.09 0 5 X5 N I I I Z CP o I I I I I I I I 99.50' 0 0 im � Q � VJ I I I wTM O �I I 19 I Imo' I I I 99.43' Itocq � � L U — Q I 01 99.50' 100.00' 99.41' 99.32' ZREF 12—SP2.1 99.50' 100.00' 100.00' 99.32' 99.41' PHARMACY DRIVE THRU SITE PL) 1"=10'-0" 062504 sp020-014—f 36'-0" CLEAR MIN N � I 99.21' — 11—SP12 12'-8" EXTERIOR FACE tl CHAMFER OF WALL 81PAD DRAIN AT 8"X8" LEAVE—OUT SEALANT CONC SLAB a REF STRUCTURAL 1/2" PRE MOLDED EXPANSION JOINT AT WALL SUBGRADE REF STRUCTURAL COMPACTOR 13 VI\/'1111 L_ %.* I I�./IN 1/2" = 1' - 0" 032803 C/SP020-013_XD 98.64' SELF CONTAINED — — — 12-SP2.2 COMPACTOR/BIN I 1 13'-6" O o I I (LOCATE BOTTOM 1 I N `� LEDGE OF _LF — — — ' U) V GRADE. POWER UNIT 98.71' I TOP OF DRAIN 98,50; SLOPE 7'X4' AREA TO DRAIN; 29'-0' 9.10 8 VIVI VVIV11 /'1V I VI\ I /-1V 1/8"=1'-0" 022704 SP020-008-f 6 VI\ I I\Vl��\YYLLL � Lr11V 032604 sp020-006—f FACE OF DOCK WALL- 1"x1"x1/8"x4" GALVANIZED CLIP ANGLE ASSEMBLY AT EACH SIDE. ANCHOR WITH (2) 3/8" SLEEVE ANCHORS GRATE 11 GRATE — 4 e CLIP ANGLE ea TRUCKWELL z1 DRAIN 1 112" = 1' - 0" 032803 C/SP020-003 1" 12" 0 I d 4 < a d C d d a d 0 2 1 1 1/2" = 1' - 0" 032803 10 1/2"x10 1/2"x2" OVERFLOW VOID —TRUCKWELL DRAIN RE CIVIL 0" MAX DRAIN SIZE C/SP020-002 CONCRETE CURB 8"x8" LEAVE -OUT AT DRAIN Z_ Q N a I li. M O co N 11 "-ice DRAIN DRAIN AT COMPACTi 1 G % 1/4"=V-0" 032803 KEYNOTES SP020—KN 2.02 CHAIN LINK FENCING. 3.01 CONCRETE STOOP. 3.02 CONCRETE PAVING. REF STRUC 3.05 CONCRETE CURB. 3.10 DETECTABLE WARNING AREA. 4.13 MANSORY SCREEN WALL. 5.01 6" PIPE BOLLARD WITH RED PLASTIC SLEEVE 5.02 PAINTED 6" PIPE BOLLARD 7.09 METAL DOWNSPOUT, PAINTED (SIZE NOTED BESIDE KEYNOTE) CONNECTED TO STORM 9.10 4" WIDE PAINTED STRIPES AT 12" OC 5'-0" DEEP x WIDTH OF COMPACTOR OPENING; COLOR TO BE P5 13-SP2 PAD 11 NOT USED 10 NOT USED 20-012_XD tl A\/IAI/� 7 ) i t \ V lif\ YYLLL j 1 /8" = 1'-0" 010204 11—SP2.2 5 VIVI I I \ YYLLL F L -MIN 1"=1D'-0" 032604 sp020-0057 V GC ENTRY 1 ENTRYPLAN B GM VESTIBULE 12"x12" GRATE CLIP ANGLE ATTACHMENT REF STRUCTURAL DRAWINGS TRUCK CURB REF STRUCTURAL DRAWINGS PIPE SIZE REF CIVIL PLANS CONCRETE SLAB 4 D R AIN „ 112803 C/SP020-004 A GR VESTIBULE W N O¢ Opp = O Z^�K¢OFN Zy2 Wt.,K�p��jNWI/1¢VU 0 a �z 7fi xNc� Li' om O Wyly WwWMN Z 39; oy�w�V�pOFO O ww'-a jcwJ'azzo< Q Zo 0, J ¢ 0i ¢ lF.l "�'ao¢UFj 0 IQ,W Ewa CL ¢otwn:3�w =vw F-z��oz°w�6a-o V) z Q J z Z 0 t> ISSUE BLOCK 11/17/04 CCD #2 CHECKED BY: DRAWN BY: GC FILE NAME: 195—SP020 PROTO CYCLE: 062504 W 08/11/04 I [~ co 0 2 c N �..�w Z CP o o � �•-� c � Q � VJ CC wTM ISSUE BLOCK 11/17/04 CCD #2 CHECKED BY: DRAWN BY: GC FILE NAME: 195—SP020 PROTO CYCLE: 062504 DOCUMENT DATE: 08/11/04 � c 0 c m I 2 c N � Q � VJ CC wTM � � L U — Q `o c c a L c SITE DETAILS SHEET: SP2 m 3 a N 0 0 oLo I w O Cr) CD � I I � N E r, d z L6 � o O U O " N 0 O N O <0i NOTE: SPOT ELEVATIONS AND DIMENSIONS INDICATED ARE TYPICAL UNLESS OTHERWISE NOTED ON 1 -SP1 99.92' I I � I 100.00' �. 1'-4" �V-21- SINGLE DOOR DOUBLE DOOR NOTE: REF STRUC FOR SECTION STOOP PLANS 1 1 1/8" = 1' - 0" 053003 C/SP021-013 w c� z 0 SEALANT AND BACKER ROD 1 Li L / Y / CONTRACTION JOINT °. FOR EF OD SPECS m < N \. ° v a 4// / NOTE: ° FILL ALL EXTERIOR CONTRACTION JOINTS. REF SPECS _. 7 a 7° q J e 4" CRUSHED STONE EXTERIOR SIDEWALK/ PAVING CONTRACTION J( 1/2" = 1' - 0" 122603 C/SP021-007 ELAN 0 DOWNSPOUT 12 = 1'-0" 013004 :ONCRETE CURB VHERE REQUIRED ;EF 1 -SP1 )OWNSPOUT BOOR JAMB :AST IRON DOWNSPOUT LOOT REF SPECS =CRETE SLAB IECTANGULAR TO ;OUND TRANSITION :ONNECT TO STORM EWER RANULAR BASE EXTEND DOWNSPOUT INTO CAST IRON BOOT 0 I FACE OF CMU 4 CAST IRON BOOT TO UNDERGROUND STORM SEWER REF CIVIL DRAWINGS CONCRETE CURB WHERE REQUIRED REF 1 -SP1 21-12 L-) til 1/2"=1 6" DIAMETER STEEL PIPE BOLLARD FILL W/ CONC WITH ROUNDED TOP PAINT TRUCK WELL CURB PAVING OR CONCRETE SLAB 18" DIAMETER CONCRETE FOOTIN 032803 PLAN AT TRUCKWELL EXTERIOR CMU WALL " EXPANSIONS TS AT 48" OC ,X " BENT STEEL TE EXTEND TO -0" AFF iS�Pl:3�i731SiI�Li�NI` OF CLEANOUT INTERNAL STORM DRAIN LEADER. REF PLUMB FOR SIZE AND LOCATION 3/8" EXPANSIONS BOLTS AT 48" OC NOTE: REF 1-A1 FOR MAX LOCATION OF DRAIN LEADERS REQUIRING PROTECTIVE COVER LEADER COVER DETAIL (2e- 2 1 1/2" = V-0" 072503 SP021-022 i r 2 0 I RAISED PL 1 1/2"=V -O" 090302 11% CONC SIDEWALK REF SITE PLAN 4" PRECAST CONC. CAP W/ 1/2" CHAMFERS SOIL REF LANDSCAPE PLAN BOND BEAM WITH (1) #5 CONTINUOUS SPLIT FACE CMU WATERPROOFING MEMBRANE TO 6" BELOW ADJACENT SIDEWALK FULLY GROUTED NORMAL WEIGHT CMU BELOW GRADE #6 @48 0. C. BOND BEAM WITH (1) #5 CONTINUOUS LEVELING MORTAR BED BELOW FIRST COURSE 2-#5 AT BOT OF FOOTING CONT W/ 3" CLEAR - TYP 021-017 1/2" PRE MOLDED EXPANSION JOINT CMU WALL LINE " AT WALL CONCRETE CURB WHERE SHOWN ON PLAN EXPANSION JOINT SEALANT ON 1/2" PMEJ SECTION PLAN AT INSIDE CORNER OUTSIDE CORNER OR CMU WALL LINE EDGE OF DOOR CONCRETE CURB DPENING WHERE SHOWN ON PLAN EXPANSION JOINT 'IMU WALL LINE V, SEALANT ON UONCRETE CURB ^ 1/2" PMEJ NHERE SHOWN )N PLAN .HATCH EXPANSION MATCH EXPANSION AND CONTROL JOINT AND CONTROL JOINT LOCATIONS IN SIDEWALK LOCATIONS IN SIDEWALK PLAN PLAN AT OUTSIDE °CORNER -)-)N 1 0 BOLLARDBD3 C/SP021-010 g CART D CDURB 32803 G/SPD21-009 FINIAL BALL CLEAT BOX ALUMINUM FLAG POLE COLLAR DRAWN BY: EXTERIOR FACE 0 BOLLARD MUST BE SET i� OF WALL rT` PRIOR TO PLACING OF CENTERING PAVING OR SIDEWALK 0 SEALANT CONCRETE FOOTING PLASTIC BOLLARD (6) #6 VERT. ." #3 TIES AT 12" O.C. SLEEVE. REF SPECS 6"x8" CONCRETE — TO GROUND SLEEVE. LTJ CURB WHERE SHOWN , r� (� FLAGPDOLE 16 ON PLAN '2v, C\SP021-016 6" DIAMETER STEEL PIPE cc w r� v 1 BOLLARD FILL WITH CONCRETE 0 3' WIDE DETECTABLE WARNING 4 AREA REF SP1 FOR LENGTH ' #4x16" DOWELS � s" I AT 24" OC V-0" PAVING I SLOPE cr REINFORCING I iv. REF `. STRUCTURAL I 4" CRUSHED STONE HOLD TOP OF FOOTING DOWN CONCRETE SLAB 16" FROM REF STRUC FINISHED PLACE FINISHED SURFACE SURFACE TIGHT TO BOLLARD ELEVATION 18" DIAMETER FOOTING RAISED PL 1 1/2"=V -O" 090302 11% CONC SIDEWALK REF SITE PLAN 4" PRECAST CONC. CAP W/ 1/2" CHAMFERS SOIL REF LANDSCAPE PLAN BOND BEAM WITH (1) #5 CONTINUOUS SPLIT FACE CMU WATERPROOFING MEMBRANE TO 6" BELOW ADJACENT SIDEWALK FULLY GROUTED NORMAL WEIGHT CMU BELOW GRADE #6 @48 0. C. BOND BEAM WITH (1) #5 CONTINUOUS LEVELING MORTAR BED BELOW FIRST COURSE 2-#5 AT BOT OF FOOTING CONT W/ 3" CLEAR - TYP 021-017 1/2" PRE MOLDED EXPANSION JOINT CMU WALL LINE " AT WALL CONCRETE CURB WHERE SHOWN ON PLAN EXPANSION JOINT SEALANT ON 1/2" PMEJ SECTION PLAN AT INSIDE CORNER OUTSIDE CORNER OR CMU WALL LINE EDGE OF DOOR CONCRETE CURB DPENING WHERE SHOWN ON PLAN EXPANSION JOINT 'IMU WALL LINE V, SEALANT ON UONCRETE CURB ^ 1/2" PMEJ NHERE SHOWN )N PLAN .HATCH EXPANSION MATCH EXPANSION AND CONTROL JOINT AND CONTROL JOINT LOCATIONS IN SIDEWALK LOCATIONS IN SIDEWALK PLAN PLAN AT OUTSIDE °CORNER -)-)N 1 0 BOLLARDBD3 C/SP021-010 g CART D CDURB 32803 G/SPD21-009 FINIAL BALL CLEAT BOX ALUMINUM FLAG POLE 15 NOT USED 14 NOT USED 1/2" RADIUS DIAMOND DOWELS TOOLED EDGES AT 24" OC CONCRETE SLAB 77777-7a 1/2" PMEJ 4" CRUSHED STONE MIN WITH SEALANT REF SITEWORK SPECIFICATIONS 8 EXPANSION GJOINT PAVING 3/4" TOOLED RADIUS EDGE PAINT ON FACE AND 6" ON TOP PAVING PAVING AS INDICATED REF SP1 CONCRETE SLAB CONCRETE SLAB BROOM FINISH TYPICAL CAST IN PLACE BROOM FINISH TYPICAL SEALANT DETECTABLE —SITE PAVING WARNING AREA 6"x8" CONCRETE CURB - WHERE SHOWN ON PLAN CROSS SLOPE NOT TO EXCEED 2% 1' 0" 3'-0" CROSS SLOPE NOT 5" CONCRETE SLAB AT PAVING SLOPE TO 2% SLOPE LOPE �._�_,- —5000 PSI CONCRETE z d . d REINFORCED WITH #4 BAR AT 16" OC EW o JLI-111-ILL_ I III— q III IILIII-I1' I I III III—III—III—I III—III III—I —I - I1=1T ° II—III—I SUBGRADE I—III I — I II 4" CRUSHED STONE =III 11=III III -'t 4" CRUSHED 1�=1 f�= JL -1' 4" CRUSHED REF STRUCTURAL ?IJ I=II 7 II=III - STONE =III II—I I 11=11' STONE III IIIII. 1/2" PRE MOLDED 1'-0" L1_ EXPANSION JOINT -1 it 11111 till- EXTERIOR FACE AT WALL EXTERIOR FACE OF WALL N 0T USED PAVING SECTION d NOT USED SIDEWALK SECTION SI DEWA LK SECTION SIDEWALK SI 6 5 1/2" = 1' - 0" 103103 C/SP021-005 f 1/2" _ - 0" 0926D3 C/SP021-003 2 1/2" = 1' - 0" 032803 C/SP021-002 1 1/2" = 1'-0" 032803 021-001 SP2A a O N p < O K 4 O a a Q a o= F- < n < I±!W O W Fr 2 N O~� UK f�0 f�/li QU }J w N o< 00, 0 w�rWii<z wo �Z< LLI w�$o0ozviai_It iL cg �< w� awUrc�w Li_ wU0<---wp9 ¢aw wm 3w3 WnV�azOOo < zur 0�Z W-T'6zo <F<o3 D XZy� �V w< d 00 -p, Et WF _0wmwooF F NWE Fz��d6zw WWWDR Si«gw«<wm< T COLLAR DRAWN BY: PAVING OR 0 CONCRETE SLAB i� SAND FILL r rT` 3GROUND SLEEVE CENTERING WEDGES. TYP 0 q ' 24" DIAMETER CONCRETE FOOTING (6) #6 VERT. ." #3 TIES AT 12" O.C. o #4 BAR TACK WELDED TO GROUND SLEEVE. LTJ EXTEND 12" INTO EARTH r� (� FLAGPDOLE 16 C\SP021-016 15 NOT USED 14 NOT USED 1/2" RADIUS DIAMOND DOWELS TOOLED EDGES AT 24" OC CONCRETE SLAB 77777-7a 1/2" PMEJ 4" CRUSHED STONE MIN WITH SEALANT REF SITEWORK SPECIFICATIONS 8 EXPANSION GJOINT PAVING 3/4" TOOLED RADIUS EDGE PAINT ON FACE AND 6" ON TOP PAVING PAVING AS INDICATED REF SP1 CONCRETE SLAB CONCRETE SLAB BROOM FINISH TYPICAL CAST IN PLACE BROOM FINISH TYPICAL SEALANT DETECTABLE —SITE PAVING WARNING AREA 6"x8" CONCRETE CURB - WHERE SHOWN ON PLAN CROSS SLOPE NOT TO EXCEED 2% 1' 0" 3'-0" CROSS SLOPE NOT 5" CONCRETE SLAB AT PAVING SLOPE TO 2% SLOPE LOPE �._�_,- —5000 PSI CONCRETE z d . d REINFORCED WITH #4 BAR AT 16" OC EW o JLI-111-ILL_ I III— q III IILIII-I1' I I III III—III—III—I III—III III—I —I - I1=1T ° II—III—I SUBGRADE I—III I — I II 4" CRUSHED STONE =III 11=III III -'t 4" CRUSHED 1�=1 f�= JL -1' 4" CRUSHED REF STRUCTURAL ?IJ I=II 7 II=III - STONE =III II—I I 11=11' STONE III IIIII. 1/2" PRE MOLDED 1'-0" L1_ EXPANSION JOINT -1 it 11111 till- EXTERIOR FACE AT WALL EXTERIOR FACE OF WALL N 0T USED PAVING SECTION d NOT USED SIDEWALK SECTION SI DEWA LK SECTION SIDEWALK SI 6 5 1/2" = 1' - 0" 103103 C/SP021-005 f 1/2" _ - 0" 0926D3 C/SP021-003 2 1/2" = 1' - 0" 032803 C/SP021-002 1 1/2" = 1'-0" 032803 021-001 SP2A a O N p < O K 4 O a a Q a o= F- < n < I±!W O W Fr 2 N O~� UK f�0 f�/li QU }J w N o< 00, 0 w�rWii<z wo �Z< LLI w�$o0ozviai_It iL cg �< w� awUrc�w Li_ wU0<---wp9 ¢aw wm 3w3 WnV�azOOo < zur 0�Z W-T'6zo <F<o3 D XZy� �V w< d 00 -p, Et WF _0wmwooF F NWE Fz��d6zw WWWDR Si«gw«<wm< T �e ISSUE BLOCK CHECKED BY: qw DRAWN BY: GC -__ FILE NAME: 195-SP021 PROTO CYCLE: 062504 rT` 08/11 /04 O C,F N F O LTJ r� (� O (n cc w r� v 1 �e ISSUE BLOCK CHECKED BY: qw DRAWN BY: GC -__ FILE NAME: 195-SP021 PROTO CYCLE: 062504 DOCUMENT DATE: 08/11 /04 SITE DETAILS SHEET: SP2.1 i1 7-SP2.2 1'-4" 6'-0" l-4- 8'-0" 1 I � I I I I I I I I I 1 I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I N a ro --------- I I I I I I I I I I i I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I O I �00 I 0 I 0 N 0 I ro PRECAST CONGHEIE C< 8" SMOOTH FACE CMU 8" SMOOTH FACE CMU PRECAST CONCRETE CA VARIES; REF TRUCKWELL AND COMPACTOR PLAN SCREEN WALL SECTION SCREEN WALL ELEVATION 00 3/8"=1'-0" 032803 C\SP022-012 �n 11 L 1/4"=1'-0" 032803 C\SP022-011 v U O Ix _ O p = O I DOCUMENT DATE: I -Do N a N U) N OE Yr d Fp I in �g I =o m 0 < 0 � 0:2 I I ro I o I N N a TS 7-SP2.2 OH 5 FLOO�R03 PLAN S -f 4" PRECAST CONCRETE CAP 4" x 12" x 12" DECORATIVE SCREEN BLOCK WITH OPENINGS FOR MECHANICAL UNIT VENTILATION (1) COURSE OF CMU BOND BEAM RE: STRUCT. (2) COURSES OF CMU BOND BEAM REF: STRUCT (1) COURSE OF CMU BOND BEAM RE: STRUCT. (1) COURSE OF CMU RE: STRUCT. ALLOW 4"X8" GAPS IN CMU FOR DRAINAGE. ELEVATIC 01, 7 103103 18'-8" 4 NOT USED 3 NOT USED 022-007-f TO SCREEN 108'-0" TO BOND BEAM 106'-8" h TO SCREEN 100'-8" BO SCREEN 100'-0" h FF Y TO PAD REF SP1 SPOT GRADEOL REF SPI 4" PRECAST CONCRETE CAP BOND BEAM RE: STRUCT. 4" x 12" x 12" DECORATIVE SCREEN BLOCK WITH OPENINGS FOR MECHANICAL UNIT VENTILATION BOND BEAM REF: STRUCT. CMU COLUMI\ BOND BEAN REF: STRUCT SEC - 103103 c/SP022-010-f 9 NOT USED C/SP022-009-f 8 NOT USED ,3 V' r zwo gFy vJi o < LL < us am wZo-wJa�a�' <4op�po�UOWpwp i. U wKK,Kai�iOUjO W< 0 0 ow FWF��S2Ktw/) Xmi COMPRESSOR HO U 1 /8"=1'-0" 013004 2� NOT USED 2B NOT USED 2A NOT USED 12'-0" X 90'-0", CONCRETE SLAB BY GC CURB ----� \ SP022-006-f 11'-4" 10'-0" ------- , I .I I I i 1 }�' 1/8" 1'- TO SCREEN 108'-0" TO BOND BEAM 106'- 8" %1 TO SCREEN 100-8" BO SCREEN OL 100'-0" Adk FF Y TO PAD REF SP1 SPOT GRADEOL REF SP1 4" 10'-0" 11'-4" 6" BOLLARD TYP. REF 11-SP2.1 SIM O O ,._-_____��_ _____,I i O F ------ -_- _______1 ii II I iJ ALLET PLAN 062504 SP022-001B U O GC N p < b 062504 -08/11/041 DOCUMENT DATE: 0 0 < o a N " N OE Yr d Fp <M¢ �g pwK 2� m < 0 � 0:2 � ,3 V' r zwo gFy vJi o < LL < us am wZo-wJa�a�' <4op�po�UOWpwp i. U wKK,Kai�iOUjO W< 0 0 ow FWF��S2Ktw/) Xmi COMPRESSOR HO U 1 /8"=1'-0" 013004 2� NOT USED 2B NOT USED 2A NOT USED 12'-0" X 90'-0", CONCRETE SLAB BY GC CURB ----� \ SP022-006-f 11'-4" 10'-0" ------- , I .I I I i 1 }�' 1/8" 1'- TO SCREEN 108'-0" TO BOND BEAM 106'- 8" %1 TO SCREEN 100-8" BO SCREEN OL 100'-0" Adk FF Y TO PAD REF SP1 SPOT GRADEOL REF SP1 4" 10'-0" 11'-4" 6" BOLLARD TYP. REF 11-SP2.1 SIM O O ,._-_____��_ _____,I i O F ------ -_- _______1 ii II I iJ ALLET PLAN 062504 SP022-001B lw ISSUE BLOCK CHECKED BY: U DRAWN BY: GC FILE NAME: 195-SP022 PROTO CYCLE: 062504 -08/11/041 DOCUMENT DATE: C� lel " N OE KC i E � m Ld U rn rr lw ISSUE BLOCK CHECKED BY: U DRAWN BY: GC FILE NAME: 195-SP022 PROTO CYCLE: 062504 -08/11/041 DOCUMENT DATE: BALE AND PALLET STORAGE SHEET: SP2.2 U v c v � KC i E � m Q, Q, c F BALE AND PALLET STORAGE SHEET: SP2.2