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HomeMy WebLinkAbout04090013 Mayflower Park Blk 1 Lot 7, Construction Plans for Bell-Horn pg. 070 000000000 000000000 DDODDDo00 000000000 0130000000 QDDO IDo0D 0000aDDDo 11700000000 27" k SMALLER 0 d(MIN.) 27" k SMALLER 6 30' TO 60" 6 66' LARGER 6 x DATE 72/28/0 4 4" CONCRETE a I ke 2 L A H ERS 6X6 10/10 REII ORCING 12' VARIABLE WIDTH -SEE SITE PLAN PREPARED SUBGRADE TYPICAL SIDEWALK SECTION (NO SCALE) /*OUT SIDE EDGE OF TR4NCH w REV PER TAC COMMENTS REVISIONS 1 TRENCH PATCH DETAIL (NO SCALE) W.W.F. 6x6 6/6 4 C CONCRETE PAVEMENT DETAIL (NO SCALE) A$PHA4, T RES RFACE 5E' TION (NO SCALE) J DATE CONCRETE 4 #53 STONE COMPACTED GRANULAR SUBGRADE *8"FOR PAVEMENT APRONS *6 "DUMPSTER PAD (optional) 1 -1/2 T02'-H.A.C. SURFACE EX PA VEMEN T TACK COAT 1* SURFACE COURSE (rib 1NDO T) 3" BINDER COURSE or I NDO T) OR CONCRETE PAVEMENT SEE DETAIL SAW CUT EXISTING ASPHALT PA VEMENT SUBSOIL RECOMPACTED SUBASE (6 "MIN) VARIES (SEE." PLANS) 2X SLOPE 5 E ti 1 /8 -RAD. A. b 7. CLASS 'A' CONCRETE v 2" COMPACTED SUBGRADE REVISIONS INTEGRAL WALK AND CURB DETAIL, (NO SCALE) WALK. t 4 3'� 1N 6" 4 d 1 12 SLOPE I ---PER PLAN 8* HANDICAP RAMP DETAIL (NO SCALE) B OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE 8" ALL BEDDING INITIAL BACKFILL ACKF/LL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS MIN. 9' OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE PERMANENT SEEDING DORMANT SEEDING TEMPORARY SEEDING S ODDING MULCHING G B -OM A v DRAWN on DESIGNED BY: CHECKED BY: 1' RAD. PAVEMENT CONCRETE WHEELCHAIR RAMP PAVEMENT SUB -GRADE E 1.25 8 12' (MIN.) BACKFILL WITH CLEAN GRANULAR MATERIAL AS REQ7) BY INDIANAPOLIS DEP'T OF TRANSPORTATION STANDARDS '73' BORROW OROWN. GRANULAR MATERIAL COMPACT D TO 95X• STANDARD PROCTOR DENSITY 4 PIPE BEDDING DETAIL. (NO SCALE) KAM MAS LMT' September 3, 2004 12" MIN. PI CRUSHED S NE CLASS GRANULAR BEDDING r;' MATERIAL VAR. PIPE SIZE /I/ *11/? D E F t /I /l A KENTUCKY BLUEGRASS 40 L.BS /.ACRE: CREEPING RED FESCUE 40 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS /ACRE. 8 KENTUCKY S NS BLUEGRASS MULCH/ACRE, E OR DD CREEPING RED RR}E FESCUE 30 LBS /ACRE. C or SPRING OA TS 3 BUSHEL /ACRE D WHEAT OR RYE 2 BUSHEL/ACRE. E ANNUAL RYE 40 LBS /ACRE. F SOD G STRAW MULCH 2 TONS /ACRE: /I IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPTEMBER IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD *NOTE RIGHT -OF -WAY SHALL BE SEEDED OR SODDED, AND SHALL ONLY BE MIXTURE "A" OR "B DEPENDING ON TIME OF YEAR SEASONAL SOIL PRO TEC TION CHAR T (NO SCALE) AIZA'fl0N PRACTICE JAN. FEB. MAR. APR. MAY JUNE JULY AUG SEPT. OCT, NOV. DEC. PR 26' X 26' •allt PLAN VIEW PA VEML�`•NT• ELEV. Tht r •NEENAH R -3405 OR EQUAL PRECAST 6 CONC. .WALLS FLOW CONC. BASE ELEVATION PAVED AREA INLET (NO SCALE) FINISH FLOOR r 1 1 ,0 P. 4 A. 1 4 0 FINAL GRADE ♦r SUITABLE CORD BANDING BURLAP OR HEAVY CREPE TREE WRAP MATERIAL PLACE ROOT FLARE AT OR SL IGHTL Y HIGHER THAN EXISTING GRADE COMPA C TED SUBGRADE /2 STONE VAR. PIPE SIZE w CONCRETE ftiHEIY NO ALREADY IN 1 PROPOSED RIGID �T SURFACE E 1 1 1 4" P. V. C PIPE A 1 A DOUBLE 12 GA. WIRE TWISHED 1N RUBB ER HOSE 6" FROM TOP OF STAKES SOIL BACKFILL TO BE 75% TOPSOIL 252' PEAT (TAMPED) REMOVE BINDING REMOVE TOP 1/3 BURLAP AND TIES BINDINGS OUTS /DE" GRADE `I' §TREE7` BEND 3.0' (MAX) CLEANOUrDETAIL (NO SCALE) 40 1"0, tiOk ow-lk A Aziowor AW WF�i i 1 ,I EF. =11I diti vit=6" TREE PLANTING DE TA IL (NO SCALE) CTR E`S'GHT a r tiNA VGINEEMAfG AEngIncerws itCarAszatarylis Indisna►ioo! Indiana NOTE: LA TERAL CONNECTION TO CLEANOUT STRUCTURE TO BE WITHIN 3.0' (THREE FEET) OF THE FOUNDATION WALL. CLEANOUT PLUG ADAPTER 4' X 6" INCREASER TO BE INSTALLED IN DIRECTION OF INTENDED FLOW SIZE VARIES, BASED ON APPLICATION (SEWER LATERAL OR ROOF DRAIN LEA ER) CAP PLANTING PIT W/ 2 -3" OF CLAY TOPSOIL PRIOR TO MULCHING 3" LAYER OF SHEDDED HARDWOOD MULCH INSTALL FERTILIZER TABLETS OR SPIKES EARTH SAUCER NOTE: STAKE GUY TREES AS SHOWN IF SITE CONDITIONS DICTATE REMOVE WITHIN 1 YEAR EXISTING SUBSOIL OR COMPACTED BACKFILL EENAH R -2581 OR EQUAL PLAN VIEW NEENAH R -2561 OR EQUAL T.C. ELEV. CONG WALLS -1' i lk a 24'ROUND INLET A 41'.-0" SQ. CONC. BASE 1 (1) LINE 0.116' PIPE MESH W W.F. FlFVATCN PAVED AREA INLET (NO SCALE) 3" LAYER OT SHREDDED HARDWOOD BARK MULCH CAP PLANTING PIT W /ON SITE CLAY TOPSOIL PRIOR TO MULCHING (2 -39 EARTH SAUCER FIN. GRADE EXISTING SOIL OR COMPACTED BACKFILL PAINI0 16) 1PP 4411 rse 4 1 -4100 Z=MAPO TREE PROTECTION DETAIL (NO SCALE) TREE PROTECTION SHALL BE A MINIMUM 4' WOVEN PLASTIC FENCE MOUNTED ON VERTICAL PIPES SPACED 4' APART Bell --Horn MAYFLOWER PARK CARMEL, IN 02 STONE VAR. PIPE SIZE 18 "MAX STAPLE PATTERN 'V 3 -1/2 staple per sq.yd. using 6 -inch, 11 go. wire 'U staples. 8 -inch staple and longer may be used for loose soils. 9 go. staples may be necessary in hard or rocky soils. MATERIAL: Elmer an organic (straw, excelsior, woven paper, coconut, fiber, etc.) or a synthetic mulch incorporoted into o polypropylene or similar netting material. It may be biodegradable, photode- grodoble or permanent. 6' MAX WOVEN PLASTIC FENCE REMOVE TOP 1/3 BURLAP AND TIES BINDINGS SHRUB PLANTING DE TA IL, (NO SCALE) POST t3 /FOTSTEEL 10' MAX. SPACING WIRC FE7N1CL 14 GAGE (MIN) -6 MESH BY (MAX) FASTENED TIE WIRES, OR STAPLES,_ I FILTER FABRIC ALONG LENGTH NO JOINTS) STAPLE OR WIRE TO FENCE 4+14' TRENCH TO AND COMPACTED UPSLOPE PLACE" SOIL BALL SL IGHTL Y HIGHER THAN FIN. GRADE. MOUND SOIL OVER BALL, RHODODENDRONS OTHER ERICACEOUS PLANTS, PLACE AND MOUND PEA TMOSS OVER BALL MULCH HEAVILY. INSTALL FERTILIZER TABLETS OR SPIKES SOIL BACKFILL TO BE 75X TOPSOIL 25X PEA TMOSS TAMPED TO PREVENT SETTLEMENT. 6.5' EROSION NETTING /SLOPE STAB/L IZA TION EROSION CONTROL BL A NKE T (NO SCALE) INLET PROTECTION DETAIL IN PA VEMEN T AREAS (NO SCALE) DOWN- SLOPE SILT FENCE SECTION (NO SCALE) CURB INLET 414,1b- 10011 1 �t 0 ir� ,I j c h ALL PAVED AREA INLETS SHALL BE PROTECTED WITH SANDBAGS UNTIL VEGETATION IS SECURE 4' i GAPS BETWEEN BAGS ACTS AS SPILLWAY 4'704 x(1/4" STEEL CAP WELDED TO TOPOF GA 7E POST 2'(6' SILT TRAP GRADE TYPICAL SLOTTED RISER (CAN BE USED INSTEAD OF STRAW BALES) 2'x6' SILT TRAP PROPOSED INLET MISCELLANEOUS DETAILS r 2) DRILLED HOLES FOR CANE BOLTS f I ii I i t1lf+_i 12'0 PLAN 2'-0" SQ. tLEVA TION DUMi'S TER SCREEN DETAIL (NO SCALE) PLAN VIEW ROPOSED INLET 3' -#4 REBAR STAKE (2 PER STRAW BALE) 44 SECTION VIEW INLET PROTECTION DETAIL IN NON -PA VNENT AREAS (NO SCALE) STRAW BALES BURIED 3' TYPICAL SLOTTED RISER (CAN BE USED INSTEAD OF STRAW BALES) REBAR STAKE (2 PER STRAW BALE) STRAW BALES BURIED 3" PROJECT 1.11 CTCO4C SCALE: BY: 20' 1) STANLEY HING NO. 952, 18 CUT OFF TREADS WELD HING &BOLT TO GATE FRAME &GATE &POST TS 45(4 "X1/4' STEEL TUBE GA 7E FRAME 1) STANLEY GATE LATCH NO. 1261 1x6 R.S. CEDAR FENCE (SHADOW BOX DESIGN) 2) STANLEY CANE BOLTS NO. 1009. 1) PER GATE. PROVIDE HOLES IN SLAB TO HOLD GATES CLOSED OPEN CONC. SLAB SEE DETAIL TS 4'7(4 "X1/4" STEEL TUBE GATE POST W/ 7-0" SQ. FOOTING Ot11111II No. 900103 S TATE OF l /111i11 srr€Er y6 C106 20.0' (max) BETWEEN EXPANSION XINTS 1/2" PERFORMED JOINT FILLER TRANSVERSE JOINT 5.0' BETWEEN TANSVERSE JOINTS TRANSVERSE JO/NT 1/2" PERFORMED JOINT FILLER r x DATE 72/28/0 4 4" CONCRETE a I ke 2 L A H ERS 6X6 10/10 REII ORCING 12' VARIABLE WIDTH -SEE SITE PLAN PREPARED SUBGRADE TYPICAL SIDEWALK SECTION (NO SCALE) /*OUT SIDE EDGE OF TR4NCH w REV PER TAC COMMENTS REVISIONS 1 TRENCH PATCH DETAIL (NO SCALE) W.W.F. 6x6 6/6 4 C CONCRETE PAVEMENT DETAIL (NO SCALE) A$PHA4, T RES RFACE 5E' TION (NO SCALE) J DATE CONCRETE 4 #53 STONE COMPACTED GRANULAR SUBGRADE *8"FOR PAVEMENT APRONS *6 "DUMPSTER PAD (optional) 1 -1/2 T02'-H.A.C. SURFACE EX PA VEMEN T TACK COAT 1* SURFACE COURSE (rib 1NDO T) 3" BINDER COURSE or I NDO T) OR CONCRETE PAVEMENT SEE DETAIL SAW CUT EXISTING ASPHALT PA VEMENT SUBSOIL RECOMPACTED SUBASE (6 "MIN) VARIES (SEE." PLANS) 2X SLOPE 5 E ti 1 /8 -RAD. A. b 7. CLASS 'A' CONCRETE v 2" COMPACTED SUBGRADE REVISIONS INTEGRAL WALK AND CURB DETAIL, (NO SCALE) WALK. t 4 3'� 1N 6" 4 d 1 12 SLOPE I ---PER PLAN 8* HANDICAP RAMP DETAIL (NO SCALE) B OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE 8" ALL BEDDING INITIAL BACKFILL ACKF/LL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS MIN. 9' OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE PERMANENT SEEDING DORMANT SEEDING TEMPORARY SEEDING S ODDING MULCHING G B -OM A v DRAWN on DESIGNED BY: CHECKED BY: 1' RAD. PAVEMENT CONCRETE WHEELCHAIR RAMP PAVEMENT SUB -GRADE E 1.25 8 12' (MIN.) BACKFILL WITH CLEAN GRANULAR MATERIAL AS REQ7) BY INDIANAPOLIS DEP'T OF TRANSPORTATION STANDARDS '73' BORROW OROWN. GRANULAR MATERIAL COMPACT D TO 95X• STANDARD PROCTOR DENSITY 4 PIPE BEDDING DETAIL. (NO SCALE) KAM MAS LMT' September 3, 2004 12" MIN. PI CRUSHED S NE CLASS GRANULAR BEDDING r;' MATERIAL VAR. PIPE SIZE /I/ *11/? D E F t /I /l A KENTUCKY BLUEGRASS 40 L.BS /.ACRE: CREEPING RED FESCUE 40 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS /ACRE. 8 KENTUCKY S NS BLUEGRASS MULCH/ACRE, E OR DD CREEPING RED RR}E FESCUE 30 LBS /ACRE. C or SPRING OA TS 3 BUSHEL /ACRE D WHEAT OR RYE 2 BUSHEL/ACRE. E ANNUAL RYE 40 LBS /ACRE. F SOD G STRAW MULCH 2 TONS /ACRE: /I IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPTEMBER IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD *NOTE RIGHT -OF -WAY SHALL BE SEEDED OR SODDED, AND SHALL ONLY BE MIXTURE "A" OR "B DEPENDING ON TIME OF YEAR SEASONAL SOIL PRO TEC TION CHAR T (NO SCALE) AIZA'fl0N PRACTICE JAN. FEB. MAR. APR. MAY JUNE JULY AUG SEPT. OCT, NOV. DEC. PR 26' X 26' •allt PLAN VIEW PA VEML�`•NT• ELEV. Tht r •NEENAH R -3405 OR EQUAL PRECAST 6 CONC. .WALLS FLOW CONC. BASE ELEVATION PAVED AREA INLET (NO SCALE) FINISH FLOOR r 1 1 ,0 P. 4 A. 1 4 0 FINAL GRADE ♦r SUITABLE CORD BANDING BURLAP OR HEAVY CREPE TREE WRAP MATERIAL PLACE ROOT FLARE AT OR SL IGHTL Y HIGHER THAN EXISTING GRADE COMPA C TED SUBGRADE /2 STONE VAR. PIPE SIZE w CONCRETE ftiHEIY NO ALREADY IN 1 PROPOSED RIGID �T SURFACE E 1 1 1 4" P. V. C PIPE A 1 A DOUBLE 12 GA. WIRE TWISHED 1N RUBB ER HOSE 6" FROM TOP OF STAKES SOIL BACKFILL TO BE 75% TOPSOIL 252' PEAT (TAMPED) REMOVE BINDING REMOVE TOP 1/3 BURLAP AND TIES BINDINGS OUTS /DE" GRADE `I' §TREE7` BEND 3.0' (MAX) CLEANOUrDETAIL (NO SCALE) 40 1"0, tiOk ow-lk A Aziowor AW WF�i i 1 ,I EF. =11I diti vit=6" TREE PLANTING DE TA IL (NO SCALE) CTR E`S'GHT a r tiNA VGINEEMAfG AEngIncerws itCarAszatarylis Indisna►ioo! Indiana NOTE: LA TERAL CONNECTION TO CLEANOUT STRUCTURE TO BE WITHIN 3.0' (THREE FEET) OF THE FOUNDATION WALL. CLEANOUT PLUG ADAPTER 4' X 6" INCREASER TO BE INSTALLED IN DIRECTION OF INTENDED FLOW SIZE VARIES, BASED ON APPLICATION (SEWER LATERAL OR ROOF DRAIN LEA ER) CAP PLANTING PIT W/ 2 -3" OF CLAY TOPSOIL PRIOR TO MULCHING 3" LAYER OF SHEDDED HARDWOOD MULCH INSTALL FERTILIZER TABLETS OR SPIKES EARTH SAUCER NOTE: STAKE GUY TREES AS SHOWN IF SITE CONDITIONS DICTATE REMOVE WITHIN 1 YEAR EXISTING SUBSOIL OR COMPACTED BACKFILL EENAH R -2581 OR EQUAL PLAN VIEW NEENAH R -2561 OR EQUAL T.C. ELEV. CONG WALLS -1' i lk a 24'ROUND INLET A 41'.-0" SQ. CONC. BASE 1 (1) LINE 0.116' PIPE MESH W W.F. FlFVATCN PAVED AREA INLET (NO SCALE) 3" LAYER OT SHREDDED HARDWOOD BARK MULCH CAP PLANTING PIT W /ON SITE CLAY TOPSOIL PRIOR TO MULCHING (2 -39 EARTH SAUCER FIN. GRADE EXISTING SOIL OR COMPACTED BACKFILL PAINI0 16) 1PP 4411 rse 4 1 -4100 Z=MAPO TREE PROTECTION DETAIL (NO SCALE) TREE PROTECTION SHALL BE A MINIMUM 4' WOVEN PLASTIC FENCE MOUNTED ON VERTICAL PIPES SPACED 4' APART Bell --Horn MAYFLOWER PARK CARMEL, IN 02 STONE VAR. PIPE SIZE 18 "MAX STAPLE PATTERN 'V 3 -1/2 staple per sq.yd. using 6 -inch, 11 go. wire 'U staples. 8 -inch staple and longer may be used for loose soils. 9 go. staples may be necessary in hard or rocky soils. MATERIAL: Elmer an organic (straw, excelsior, woven paper, coconut, fiber, etc.) or a synthetic mulch incorporoted into o polypropylene or similar netting material. It may be biodegradable, photode- grodoble or permanent. 6' MAX WOVEN PLASTIC FENCE REMOVE TOP 1/3 BURLAP AND TIES BINDINGS SHRUB PLANTING DE TA IL, (NO SCALE) POST t3 /FOTSTEEL 10' MAX. SPACING WIRC FE7N1CL 14 GAGE (MIN) -6 MESH BY (MAX) FASTENED TIE WIRES, OR STAPLES,_ I FILTER FABRIC ALONG LENGTH NO JOINTS) STAPLE OR WIRE TO FENCE 4+14' TRENCH TO AND COMPACTED UPSLOPE PLACE" SOIL BALL SL IGHTL Y HIGHER THAN FIN. GRADE. MOUND SOIL OVER BALL, RHODODENDRONS OTHER ERICACEOUS PLANTS, PLACE AND MOUND PEA TMOSS OVER BALL MULCH HEAVILY. INSTALL FERTILIZER TABLETS OR SPIKES SOIL BACKFILL TO BE 75X TOPSOIL 25X PEA TMOSS TAMPED TO PREVENT SETTLEMENT. 6.5' EROSION NETTING /SLOPE STAB/L IZA TION EROSION CONTROL BL A NKE T (NO SCALE) INLET PROTECTION DETAIL IN PA VEMEN T AREAS (NO SCALE) DOWN- SLOPE SILT FENCE SECTION (NO SCALE) CURB INLET 414,1b- 10011 1 �t 0 ir� ,I j c h ALL PAVED AREA INLETS SHALL BE PROTECTED WITH SANDBAGS UNTIL VEGETATION IS SECURE 4' i GAPS BETWEEN BAGS ACTS AS SPILLWAY 4'704 x(1/4" STEEL CAP WELDED TO TOPOF GA 7E POST 2'(6' SILT TRAP GRADE TYPICAL SLOTTED RISER (CAN BE USED INSTEAD OF STRAW BALES) 2'x6' SILT TRAP PROPOSED INLET MISCELLANEOUS DETAILS r 2) DRILLED HOLES FOR CANE BOLTS f I ii I i t1lf+_i 12'0 PLAN 2'-0" SQ. tLEVA TION DUMi'S TER SCREEN DETAIL (NO SCALE) PLAN VIEW ROPOSED INLET 3' -#4 REBAR STAKE (2 PER STRAW BALE) 44 SECTION VIEW INLET PROTECTION DETAIL IN NON -PA VNENT AREAS (NO SCALE) STRAW BALES BURIED 3' TYPICAL SLOTTED RISER (CAN BE USED INSTEAD OF STRAW BALES) REBAR STAKE (2 PER STRAW BALE) STRAW BALES BURIED 3" PROJECT 1.11 CTCO4C SCALE: BY: 20' 1) STANLEY HING NO. 952, 18 CUT OFF TREADS WELD HING &BOLT TO GATE FRAME &GATE &POST TS 45(4 "X1/4' STEEL TUBE GA 7E FRAME 1) STANLEY GATE LATCH NO. 1261 1x6 R.S. CEDAR FENCE (SHADOW BOX DESIGN) 2) STANLEY CANE BOLTS NO. 1009. 1) PER GATE. PROVIDE HOLES IN SLAB TO HOLD GATES CLOSED OPEN CONC. SLAB SEE DETAIL TS 4'7(4 "X1/4" STEEL TUBE GATE POST W/ 7-0" SQ. FOOTING Ot11111II No. 900103 S TATE OF l /111i11 srr€Er y6 C106 20.0' (max) BETWEEN EXPANSION XINTS