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Home My WebLink Aboutc201z 0 0 ^N .7 : ) N 3 k REMAINDER OF BACKFILL: 1. UNDER PAVEMENTS - STRUCTURAL FILL COMPACTED IN MAX. 8" LIFTS TO SUBGRADE OF PAVEMENT SECTION 2. UNDER LAWN AND OTHER IMPROVED AREAS - GENERAL FILL CURLEX SEDIMENT LOGS 0- Chiang ARCHITECTS , I, ,,; , F ESSO I 0, 'B:ien ''- .7: F E E C B IN PAVEMENT MATCH GRADE IN LANDSCAPING CAST IRON BOX WITH COVER, EAST JORDAN IRON WORKS PATTERN NO. 1566 . COMPACTED IN MAX. 12" LIFTS TO SUBGRADE OF TOPSOIL WOOD STAKE. OMIT IN PAVEMENT. 3. 6" ADS DUCTILE IRON GRATE 8" -MODEL #0899CGS (DRAIN BASINS) WOOD STAKE TO ONLY 0 milimiThimmi 5. ADS DRAIN BASIN "M. 414...40•A4.404-4 AP PENETRATE NETTING, 0 SCH 40 PVC CAP 4" MODEL #2808AG PIPE BEDDING STONE FROM 6" r op %0 8" 0.1,PZ7',,c7 OP:!;71c7", FLOW 11V1.1',.,c77,,, NOT CURLEX 0 MATERIAL 5 PAVEMENT i - t1 _ 2 si 3,000psi CONCRETE 4. o o oo 00 o `4•' 1°0 o?1---12“--i 0,.,0 CAST -IN-PLACE RING ADS "ADD -A -BRANCH" INLET AND OUTLET ADAPTER FOR PVC PIPE. SEE DRAWINGS FOR PIPE SIZES, MATERIALS AND VARIES BELOW TO 12" ABOVE PIPE 0 00 0 0 00 0 ° 0. 0° 0°r ° ° p 0 i 1. 12" MIN. 40" .4110111 0 . o o 0 mom L., o SCH 40 PVC RISER oo ORIENTATION 0 >%4 00 0000 . 0 ° 0 PIPE AS SHOWN ON DRAWINGS, / / \ o 0 mium - - ADAPTER TO SCH 40 PVC 0° 01••••• 0 >< O. 0.0 •, • 0 • AS SPECIFIED • 0 ° • ° 0 o \\\ /\ /\ \ /‘ o000...•• BEDDING STONE 0 C0 o - 0 45" BEND III•••0 o 0 III ± 1E1 PIPE SIZE & MATERIAL °000. AS NOTED ON PLAN. SEE o 0 * 7 0 0 4 o ° 0 ° 0 0 o 00 0 ° ° a 8 - 16" MINIMUM ARCHITECTURAL DRAWINGS FOR o ° 0 0 o • FOUNDATION DRAIN. o 41000 0 0 0 4T BEND OR WYE ORO& 12" MIN. BOTH SIDES 0- , 0 0 0 0 •0_ • • ,>` 00 °O ° . 0 0 0 0 0 ° ° 0 0° o° I . - 6 MIN. 0 0 00 0 ° t , 111 II REFER TO DRAWINGS 0 0 • 0 0 ()coo coo 00 00 „ 0 0 0 0 00,0 00 • rP PIPE BEDDING PER TYPICAL FOR PIPE INVERT ELEVATION ?" - -7.---- --- IN SOIL IN ROCK • (3) 0 0 u 0 ° 0 L' 0 o TRENCH SECTION 1 CLEANOUT 2 DRAIN BASIN 3 TRENCH 4 SILT LOG NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE T.G. MILLER, P.C. ENGINEERS AND S'U' RV'EYORS 203 NORTH AURORA STREET ITHACA, NEW YORK 14850 WWW.TGMILLERPC.COM 607-272-6477 R-4929 ANCHORS CAST IRON DOWNSPOUT BOOT WITH BRASS CLEANOUT, NEENAH FOUNDRY STYLE OR EQUAL ATTACH TO FACE OF WALL WITH STAINLESS AND BOLTS. CAST IRON TO BE PAINTED WITH FLAT BLACK PAINT. 0-- EXISTING OR PROPOSED DOWNSPOUT, EXTEND EXISTING DOWNSPOUT AS NECESSARY WITH MATERIAL AND SIZE TO MATCH, OR OTHERWISE SHORTEN AS NECESSARY. SEE SITE UTILITY PLANS AND ARCHITECTURAL DRAWINGS. INSTALL CUSTOM FABRICATED COPPER REDUCER TO ALL DOWNSPOUT BOOTS 2" HARDWOOD FENCE POST 0 8-0" C. TO C. EXTEND 1" MINIMUM AND 3" MAXIMUM PAST EDGE OF GRATE (TYP) INLET FILTER SIMILAR TO BLOCKSOM & COMPANY. INLET INLET GRATE 11100*/fr FILTERS BY INDIAN VALLEY INDUSTRIES, INC. AREAWAY SLAB SEE ARCHITECTURAL DRAWINGS 12" DIAMETER LOW -PROFILE ROOF DRAIN WITH UNDERDECK CLAMP, JAY R. SMITH FIGURE NO. 1310 OR EQUAL )undation Drainage 4850 WHERE THE BOOT AND DOWNSPOUT ARE NOT COMPATIBLE. VERIFY IN FILTER FABRIC, MIRAFI 1 - , , FIELD ALL DOWNSPOUT DIMENSIONS 100X ENVIROFENCE, OR NOTES - . ''''..e.=, - FINISH GRADE--\ 9 " I ± , AND SHAPES REQUIRED FOR THE REDUCER. APPROVED EQUAL. GRADE. 20" MIN. 1. WHEN TWO SECTIONS OF FABRIC ADJOIN EACH OTHER OVERLAP BY ii%40. , 11-,--3,--, - - , , p,A „ ... ,7. 0 , ZIP TIE 2" MAX 0 o 0200 CO000 0 0 c 8 0 0 0'60 0 00 000 0 0 0 56,0 SCH 40 PVC RISER 000 CI) 0 0 0 0 0.0°0 (2) 45* BENDS 0 (2) 4"X46 PVC BUILDING 6 INCHES AND FOLD. 2. PERFORM MAINTENANCE AS NEEDED BENDS TO MAKE 90* AND REMOVE SILT WHEN BULGES 00 DEVELOP IN THE SILT FENCE. 18"± OR AS SPECIFIED ON SI T € ------ DRAWINGS o 0 (6?). 0 00 00 0o 04••04, , 00.0 .0 . 6,.0000. QD 0 en - _ ,441144 ••••• SECURE USING 175# ZIP ems °O 0 °00 DIG 6" WIDE & DEEP TRENCH, BURY BOTTOM 1 I 16" MIN. TIES FASTENED TO INLET GRATE (TYP) INLET FILTER 4" HDPE -\ • 0 6. 0 0 .... 9,0..0•00 00 --6.r, 0 . 0 0006000 0 000 00 1'-0" OF FABRIC, TAMP IN PLACE. 1 S 11 ‘ 0 0 BEDDING PER PIPE 4" HDPE OR PVC SDR35 STORM PIPE TRENCH SECTION AT 1 / 8" PER FT. MIN OR AS SPECIFIED ON DRAWINGS. SLOPE TO DRAINAGE STRUCTURE OR CONNECT TO STORM HEADER PIPE WITH WYE FITTING V GRATE 011ir INIM COQ CO° 0 ° .00° CO 00 0 0000 00 ° 1/ J GRATE BAR GRATE 3)0 0 0° 0°0 0 00 0 0-4,-----, PIPE BEDDING PER 'TYPICAL TRENCH SECTION 5DOWNSPOUT BOOT 6 SILT FENCE 7 INLET PROTECTION 8 WINDOW WELL DRAIN NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE STORMWATER MANAGEMENT 8c INSTALL TO MATCH ROAD GRADE AND CROSS SLOPE r-12"-1 <4% LONGITUDINAL SLOPE: FRAME EJ 45622010 AND GRATE EJ 45622030 >4% LONGITUDINAL SLOPE: FRAME EJ 45622010 AND VANED GRATE EJ 45622230 OR APPROVED EQUAL GRANITE CURB EROSION CONTROL NOTES SEQUENCING GENERAL NOTES CONSERVATION SEED MIX Construction Documents Sage House Site an Improvements 118 Sage Place, Ithaca, New 1. INSTALL SILT FENCING OR SILT LOG IN 1. SILT FENCING AND SILT LOGS TO BE INSTALLED LOCATIONS SHOWN. ALONG CONTOURS, NOT CROSSING CONTOURS. SPRING SEEDINGS a) ANNUAL RYEGRASS: 0.70 LBS/1000 S.F. b) SPRING OATS: 2.00 LBS/1000 S.F. 2. BEGIN EARTHWORK OPERATIONS. RUNOFF FROM 2. SURFACE RUNOFF FROM UPGRADE AREAS SHALL c) ANNUAL RYEGRASS: 0.35 LBS/1000 S.F ANY EXPOSED SOILS TO BE DIRECTED TO SILT BE DIVERTED OR OTHERWISE PREVENTED FROM AND SPRING OATS: 1.50 LBS/1000 S.F FENCE, SILT LOGS, OR INLET PROTECTION. FLOWING THROUGH AREAS OF CONSTRUCTION d) PERENNIAL RYEGRASS: 0.70 LBS/1000 S.F. PROVIDE TEMPORARY DIVERSION SWALES AS ACTIVITY. NECESSARY. LATE SPRING & SUMMER SEEDINGS 3. RUNOFF FROM DISTURBED AREAS SHALL NOT BE a) SUDANGRASS: 0.90 LBS/1000 S.F. 3. COMPLETE GRADING, UTILITIES, AND PAVEMENTS. DISCHARGED OFF-SITE WITHOUT FIRST PASSING b) ANNUAL RYEGRASS: 0.70 LBS/1000 S.F. THROUGH A PROPERLY INSTALLED AND c) PERENNIAL RYEGRASS: 0.70 LBS/1000 S.F. 4. INSTALL LANDSCAPING, TOPSOIL, SEED AND MAINTAINED SEDIMENT CONTROL STRUCTURE. MULCH. LATE SUMMER & FALL SEEDINGS 4. PERMANENT VEGETATION SHALL BE INSTALLED a) ANNUAL RYEGRASS (COMMON) 0.70 LBS/1000 S.F. 5. REMOVE SILT AND DEBRIS FROM ALL STORM IMMEDIATELY FOLLOWING FINAL GRADING. b) WINTER RYE (AROOSTOOK): 2.50 LBS/1000 S.F. SEWERS. DO NOT FLUSH DOWNSTREAM. c) WINTER WHEAT: 2.75 LBS/1000 S.F. 5. ALL CONTROL STRUCTURES SHALL BE d) PERENNIAL RYEGRASS (PENNF1NE): 0.70 LBS/1000 S.F. PERIODICALLY INSPECTED AND MAINTAINED DURING4 CONSTRUCTION. SILT FENCE AND INLET MULCH FINISHED ROAD GRADE I 4" r // / -Y"// // /A //- // 6- TOPSOIL 1 y/ i/ / / BACK FILL WITH COMPACTED TYPE 4 SUBBASE NYSDOT \ \ KEY CONCRETE APRON IIIIIrI/ / ITEM #203.04 BELOW ASPHALT 4 IIIW'' FRAME AND GRATE SHALL BE SET 6" MIN / / (2) #4 REBAR, 32" SQUARE, SPACE 4 • • PARALLEL TO SURROUNDING HARDSCAPE \ \ AT 3" AND SET 3" CLEAR r - ._1. 4 , V TYPICAL CONSTRUCTION 4 JOINT 41 ,, // \A (4) PROVIDE i" DIAMETER STAINLESS STEEL EXPANSION BOLT TO SECURE / FRAME TO CONCRETE / / RESILIENT CONNECTOR FOR PIPE ENTRY PER - ASTM C-923 ' OUTLET PIPE . UNDISTURBED OR . 4 18 MIN .1 -'''''''''.CONCRETE 4 NO MORE THEN 2" OF PIPE PROTRUDING INTO STRUCTURE. PREFERABLE CUT FLUSH. 24" SQUARE INTERIOR PRECAST WITH A 5" MINIMUM WALL AND FLOOR THICKNESS. ZEISER WILBERT MODEL CB 228 OR APPROVED EQUAL. KNOCK OUT PANELS NOT PERMITTED. PROTECTION SHALL BE CLEANED OUT WHEN SEDIMENT REACHES 25% OF THE HEIGHT OF THE CLEAN STRAW MULCH 100 LBS (2-3 BALES)/1000 S.F. FABRIC. REPLACE SILT LOGS OR SECTIONS OF LOGS IF' FABRIC GETS TORN. MULCH SHALL BE APPUED OVER TEMPORARY OR PERMANENT SEEDING AND SHALL BE ANCHORED USING ONE OF THE FOLLOWING 6. MAINTAIN INLET PROTECTION ON ALL INLETS OPTIONS: THROUGH ALL PHASES OF THE PROJECT. A. ON SLOPES <3%, DRIVE TRACKED EQUIPMENT OVER MULCH, WITH TREADS RUNNING PARALLEL TO THE CONTOUR. 7. APPLY TEMPORARY OR PERMANENT SEED AND B. USE A MULCH ANCHORING TOOL OR SQUARE SHOVEL TO CUT MULCH TO DISTURBED AREAS WITHIN 14 DAYS MULCH IN SO THAT MULCH IS TUCKED INTO THE SOIL BY 3" AFTER CLEARING. B. APPLY A TACKIFIER OVER MULCH CONSISTENT WITH MANUFACTURER'S SPECIFICATIONS. 8. PLACE SILT LOGS AR" 'N" ALL MATERIAL C. APPLY WOOD FIBER MULCH OVER STRAW MULCH AT A RATE OF 400 LBS. PER ACRE. STOCKPILES AND TEMPORARILY SEED IF LEFT D. SECURE MULCH IN PLACE WITH BIODEGRADABLE NETTING, OR UNDISTURBED FOR GREATER THAN 14 DAYS. WITH PEG AND TWINE SECURED BY WOOD STAKES SPACED AT 3' INTERVALS, AND 1WINE WOVEN IN A CRISS-CROSS PATTERN. 9. DISPOSE OF ALL FILL IN A MANNER THAT IS CONSISTENT WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. 10. ALL PAVED SURFACES WHERE SEDIMENT HAS BEEN TRACKED SHALL BE REGULARLY SWEPT AND CLEANED OF SEDIMENT BUILD UP. COMPACTED SUB=GRADE 4 4 TYP. 4 <, 4 ° 12" , 1.- WWI Ipqr iffrip4 14p 'iliflp 4.1px:' - 111"011P41takto--14 '-*4-44 -4, -4,-.--• -4, •••-• 40.-4, • •-•-• • emise"-- - PLACE ON 12" COMPACTED TYPE 4 SUBBASE NYSDOT ITEM #203.04 -i" 11 1 II 1 II 1 II 1 1 1 II 1 II '- NOTE: 1. CAST -IN-PLACE CONCRETE TO BE 5000 PSI STRENGTH AT 28 DAYS, MAX W/C OF 0.43, AIR ENTRAINED 6% ±1%. 2. ALL SECTIONS OF CATCH BASIN SHALL BE PLUMB AND LEVEL. 3. EACH INSTALLATION SHALL BE INSPECTED AND APPROVED BY AN AUTHORIZED CORNELL REPRESENTATIVE PRIOR TO BACK FILLING. 4. MAXIMUM STRUCTURE HEIGHT NOT TO EXCEED 5' WITHOUT UTILITY REPRESENTATIVE APPROVAL. 5. ALL COMPONENTS NEED TO BE H25 RATED. DATE: 14 December 2018 PROJECT: 1711 OTHER: p DRAWN BY: OBB DETAILS C201 9 EROSION AND SEDIMENT CONTROL NOTES 10 CURB INLET NOT TO SCALE NOT TO SCALE _ ..... _ 4 il #1 1 A Ir I, n rN 1 A z 0 0