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Home My WebLink About05070021 Burger King, Carmel Dr, Site PlanCONC. SIDEWALK 10" DECID. DECID. SHRUB (TYP.) SEE ENLARGED PLAN THIS SHEET 6" CONC. CURB 10" MAPLE S89 °55'00 "W CONCRETE BRICK FLAG POLE FLAG POLE PREVIEW BOARD 3" DECID. CONC. DEWALK BURGER KING #4685 BLDG. HT.: 15.5 FT FLOOR AREA: 2,900 S.F. FINISH FLOOR: 834.0 CONC. SIDEWALK CONCRETE 171.81' u l r00, 6" SPRUC 8" MAPLE 3" DECID. 10" DECID. TRASH ENCLOSURE 10" SPRUCE 8" SPRUCE MENU BOARD SPEAKER POST 3" DECID. 10' SIDE SETBACK N 0 0 ST ST SAN 0 SAN ST N89 °55'00 "E ST SAN ST SITE PLAN SCALE: 1" 20' CARMEL DRIVE (PUBLIC) ST ST 36 STORM SAN 12" RCP P STORM ST ST SAN T 172.21' ST PAY PHONE 0 ST ST ST O ST ST 0' ST 10 SIDE SETBACK 12" DECID. MONUMENT SIGN 8" MAPLE 8" MAPLE 20' BLUE SPRUCE 20' 40' NI NI NI MI NE KEYED PLAN NOTES O l NEW LANDSCAPING. SEE PLANTING SCHEDULE. RESTORE LANDSCAPE MULCH IN ALL EXISTING BEDS WITH LIKE MATERIALS. O NEW TABLES. ALL FURNISHINGS PROVIDED BY WAUSAU TILE. PHDNEI (800) 388 -8728 A. MODEL TF3105 (2 SEATS, ACCESSIBLE) B. MODEL TF3115 (4 SEATS) C. MODEL TF3120 (8 SEATS) O3 NEW WASTE RECEPTACLE. PER BURGER KING SPECIFICATIONS, W 0 MATCH EVERGREEN TREE GROUND LINE TO BE THE SAME AS EXISTED AT THE NURSERY GARDEN HOSE 3 GUYS OF 10 GAUGE TWISTED c,‘" WIRE 120° APART AROUND TREE. TURNBUCKLE 4" SOIL SAUCER TOPSOIL, SOD, AND IRRIGATE, 24" X 2" X 2" STAKE DRIVEN FLUSH WITH FINISHED GRADE. CURLEY BUILDING MATERIAL, INC. 105 W. CARMEL DRIVE CARMEL, INDIANA 46032 PHDNEI (317) 846 -2566 EVERGREEN TREE \-1834.01 MATCH 4' CONCRETE SLAB W/ TROWELED JOINTS, SEE DETAIL THIS SHEET BRICK PAVERS PAVERL❑CK CONCRETE PAVERS. OTTAWA CREEK. SEE DETAIL THIS SHEET, CONTACT, COLOR 12" MIN. BALL DIAMETER LANDSCAPE PLANTING SCALE: NOT TO SCALE 6" MIN. SCALE: 3/16" 1' -0" _LOOSEN SUBSOIL NMI NMI X M— J MI MIMI N 6- _G r IIIIIIIIIIIIIIIIIIIIIIIIIIC: i� v" ii 8 "x8" BRICK PAVERS SQ. 1! 1111111 1111111111111111111111111�111111 1111 111111111111111111111111111111111111111111111111111 ■fi 11111111111111111b111111111111111 111111 111111111111111R1111111111111111111111111F DOUBLE —ROW 8" BRICK PAVERS ON STACK BOND EXISTING CONCRETE SIDEWALK BURGER KING #4685 BLDG. HT.: 15.5 FT FLOOR AREA: 2,900 S.F. FINISH FLOOR: 834.0 ENLARGED PLAN DECIDUOUS TREE DECIDUOUS TREE PRUNE BACK 1/4" ON -SITE SPRAY WITH ANTI DESICCANT ACCORDING TO MANUFACTURER'S INSTRUCTIONS IF FOUAGE IS PRESENT, DOUBLE STRAND OF 10 GAUGE GALVANIZED WIRE TWISTED. 2-1/2" DIA. -10' LONG CEDAR STAKE WITH NOTCHED END (7' EXPOSED 2 PER TREE FOLD BACK BURLAP FROM TO OF BALL 2" BRICK CHIPS BACKFILL WITH TOPSOIL AND PEAT MOSS 3:1 RATIO BY VOLUME IN 9" LAYERS. WATER EACH LAYER UNTIL SETTLED. 6" MIN. 1 834.0 MATCH EQUALS TWICE BALL DIAMETER PLANTING SCHEDULE KEY QTY. BOTANICAL NAME 12 Juniperus virginiana 'Grey Owl' 3 Myrica Pensylvanica 'Morton' 0 0 0 14 Buxus Sempbervirens 'Vardar Valley' 9 Berberis thunbergii 'Sparkle' 10 Cotoneaster dammeri 11 Hosta 'June' 10 Hosta 'Royal Standard' O 26 Imperata cylindrica 'Rubra' 6 Deschampsia cespitosa 'Northern 6" FOR PLANTS UP TO 4' HEIGHT MIN. 8" FOR PLANTS OVER 4' HEIGHT MIN. 0' Lights' 4 e ll`t NOTE: WRAP DECIDUOUS TREES OVER 1" CAL. WITH BURLAP OR ASPHALTIC KRINKLE KRAFT TREE WRAP. 95 vt0AZ,, 0/1 0 11N3 t O z 8' COMMON NAME Grey Owl Red Cedar Northern Bayberry Vardar Valley Boxwood Sparkle Barberry Bearberry Cotoneaster June Hosta Royal Standard Hosta Japanese Bloodgrass SIZE 18 -24" HT. 18 -24" HT. 18 -24" HT. 18 -24" HT. 18 -24" HT. #1 Pot #1 Pot #1 Pot Tufted hair grass #1 Pot Ob N4..... z.- 4 1,441 1 i1tff t11�� I No. 10504991 i w STATE OF /0tiii. is4k• LEGEND IRON FOUND 0 IRON SET NAIL FOUND NAIL SET eM BENCHMARK O MANHOLE CATCH BASIN E3 CATCH BASIN O WATER VALVE O CURB STOP —c)- HYDRANT fi POWER POLE LIGHT POLE .LT GUY ANCHOR D TELEPHONE RISER EM G ELECTRIC METER o GAS METER C MAILBOX SIGN O POST o SANITARY CLEAN -OUT USE STRAIGHT EDGE AS GUIDE WHILE TROWELING JOINT i" DEEP. STACKED BOND CLAY BRICK PAVERS W/ HAND TIGHT JOINTS. 4" 3,000 PSI CONCRETE (5.5 -6 SACK MIX) CONCRETE PAV'T /BRICK PAVER SCALE: NOT TO SCALE GENERAL CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE DEMOLITION OF EXISTING ON SITE FACILITIES ABOVE AND UNDERGROUND. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL FROM THE SITE Or: ALL DEMOLISHED MATERIALS, THE FILLING OF ALL DEPRESSIONS CAUSED BY DEMOLITION AND GRADING OF THESE AREAS SO AS NOT TO BE OBJECTIONABLE TO VIEW. THE CONTRACTOR SHALL OBSERVE ALL REQUIRED SAFETY PRECAUTIONS IN THE PERFORMANCE OF HIS WORK. 2. REMOVE ALL VEGETATION, ROLL AND COMPACT AREAS BEFORE REPLACING FILL. FILL SHALL BE PLACED IN 6 -8" LAYERS LOOSE MEASURE AND COMPACTED TO 95 OF MAXIMUM DENSITY AS DETERMINED BY ASTM D -1557 LATEST EDITION. FILL SHALL BE LOCALLY ACCEPTABLE AND SUITABLE FOR FILL PURPOSES. 3. THE CONTRACTOR SHALL BE REQUIRED TO STABILIZE SLOPED AREAS. THE CONTRACTOR SHALL GRADE AND SEED OR SOD THE AREA WITH THE PROVISION THAT HE SHALL MAINTAIN THE SEEDED OR SODDED AREA AS REQUIRED UNTIL SUCH TIME THAT THERE IS SUITABLE GROWTH TO ADEQUATELY PROTECT THE EMBANKMENT. THE MAXIMUM ALLOWABLE SLOPE SHALL BE 2:1. CONTRACTOR SHALL MATCH EXISTING GRADES AT ALL PROPERTY LINES AROUND SITE, UNLESS OTHERWISE SHOWN ON GRADING PLAN. FINISHED GRADING AND LANDSCAPING BY LANDSCAPE CONTRACTOR. GENERAL CONTRACTOR IS TO GRADE ALL LANDSCAPED AREAS TO WITHIN 2" (.17') OF FINISHED GRADES. ALL GRADES SHOWN ON GRADING PLAN ARE FINISHED GRADES. 4. DIMENSIONS, BUILDING LOCATION AND GRADING OF THIS SITE ARE BASED ON AVAILABLE INFORMATION AT TIME OF LAYOUT. DEVIATIONS MAY BE NECESSARY IN THE FIELD. ANY SUCH CHANGES OR CONFLICTS BETWEEN THIS PLAN AND FIELD CONDITIONS ARE TO BE REPORTED TO THE ENGINEER PRIOR TO STARTING CONSTRUCTION. 5. ALL CONSTRUCTION OF UTILITIES TO BE IN ACCORDANCE WITH LOCAL BUILDING CODES. 6. LOCATION OF UNDERGROUND UTILITIES, EXISTING OR PROPOSED, ARE APPROXIMATE OR SCHEMATIC. LOCATION OF EXISTING UTILITIES MUST BE VERIFIED IN THE FIELD PRIOR TO ANY CONSTRUCTION. 7. GENERAL CONTRACTOR IS TO INCLUDE IN BID ALL UTILITY COSTS NECESSARY TO PROVIDE COMPLETE ELECTRICAL SERVICE, SEWER TIE —IN, TAP FEES, CONNECTION COSTS AND WATER SERVICE AS REQUIRED BY LOCAL CODES AND UTILITY COMPANIES. 8. CONCRETE SIDEWALKS TO BE 3,000 PSI CONCRETE, 4" THICK, WITH 6X6— W1.4XW1.4 WELDED WIRE MESH REINFORCED WHERE DESIGNATED. 9. ALL WORK TO BE PERFORMED THAT IS NOT COVERED BY THESE PLANS SHALL BE CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STATE, COUNTY, OR LOCAL CODES. ALL 12' WORK IN PUBLIC RIGHT —OF —WAYS SHALL BE IN ACCORDANCE WITH ALL STATE AND LOCAL REQUIREMENTS AND STANDARDS. 10. APPROVED ALTERNATE TO DETAILS ARE NOTED WITH INDIVIDUAL DETAILS. ANY OTHER MATERIALS THAT ARE TO BE SUBSTITUTED, OTHER THAN SPECIFIED, ARE TO BE SUBMITTED WITH SPECIFICATIONS AND DETAILS TO ENGINEER PRIOR TO FINAL BIDS. SAN w ST -E —G— OH SAN ST —T— —T— —E— —G— OH 1 BEDDING SAND 4" COMPACTED SAND BASE COMPACTED SUBGRADE PROPERTY LINE RIGHT —OF —WAY SECTION LINE CENTER LINE EASEMENT SANITARY SEWER SANITARY SERVICE WATER MAIN WATER SERVICE STORM SEWER SILT FENCE TELEPHONE CABLE ELECTRIC GAS OVERHEAD LINES FENCE CONTOUR (MAJOR) CONTOUR (MINOR) N. o LO U Nrn m N _J N� m r, N .i v O 0 0_ Li_ I Ell MEE OMNI U ct 0 co LO 0 O rn 0 W 0 00 'cr z EE W w 0 1- U yy LL z 0 U h L 0 Wo o �E 0 v' Z O L� U Y illi! 1 1 i -2 Er a a QWZ1 85 M9 ilig: 51 8 p� N zao' o IAA —0LiDm mc: v) L__ �W v I �n b iH al: V o z o COQ am DID z .c„ 4 go Z a Z t3 J Q v a O O w U .,,E, mqgt zs2u- F Pl ii P 286 z 0 0 0 3 co C3 2 0 L Z ce Q U O 0) Z z0 c0 o O CC X 2 O I- Z O 0 Z(7) Z W X o 1- 1