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HomeMy WebLinkAboutStone Quarry Apartments - Civil2 3 4 5 6 7 8 9 10 ER MANAGEMENT EROSION CONTROL NOTES GENE. NOTES CONSERVATION SEED MIX FILTER FABRIC, MI 100X EVIROFENCE, OR APPROVED EQUAL NOTES 1. WHEN TWO SECTIONS OF FABRIC ADJOIN EACH OTHER OVERLAP BY 6 INCHES AND FOLD. 2. PERFORM MAINTE CE AS NEEDED AND REMOVE SILT WHEN BULGES DEVELOP IN THE SILT FENCE. DIG 6" WIDE & DEEP TRENCH, BURY BOTTOM 1'-0" OF FABRIC, TAMP IN PLACE. SILT FENCING IN LOCATIONS SHOWN. INSTALL TRUCK TRACKING PAD AT CONSTRUCTION SITE EXIT. BEGIN BUILDING AND PAVEMENT THWORK OPERATIONS. RUNOFF FROM ANY EXPOSED SOILS TO BE DIRECTED TO SILT FENCE. PROVIDE TEMPORARY DIVERSION SWALES AS NECESSARY. 4. INSTALL UTILITIES. 5. INSTALL INLET PROTECTION. 6 COMPLETE G ING, PAVEMENTS AND BUILDINGS 7 INSTALL DSCAPING, TOPSOIL, SEED AND MULCH. 8. REMOVE SILT AND DEBRIS FROM ALL STORM SEWERS. 9 REMOVE SILT FENCE AND INLET PROTECTION WHEN VEGETATION HAS REACHED 80% COVER. SILT FENCE NOT TO SCA STONE PAVEMENT 3" CLEAN, SOUND, DU LE, S -P-ANGLED GMENTS OF ROCK OF UNIFORM QUALITY. SOIL STABIUZATION FABRIC EXISTING PAVEMENT 1. SILT FENCING TO BE INSTALLED ALONG CONTOURS, NOT CROSSING CONTOURS. 2. SURFACE RUNOFF FROM UPGRADE AREAS SHALL BE DIVERTED OR OTHERWISE PREVENTED FROM FLOWING THROUGH AREAS OF CONSTRUCTION ACTIVITY. 3. RUNOFF FROM DISTURBED AR SHALL NOT BE DISC ".GED OFF-SITE WITHOUT FIRST PASSING THROUGH A PROPERLY INSTALLED AND MAINTAINED SEDIMENT CONTROL STRUCTURE. 4. PER ENT VEGETATION SHALL BE INSTALLED IMMEDIATELY FOLLOWING FINAL GRADING. 5. ALL CONTROL STRUCTURES SHALL BE PERIODICALLY INSPECTED AND MAINTAINED DURING CONSTRUCTION. SEDIMENT SHALL BE CLEANED OUT WHEN SEDIMENT REACHES 25% OF THE HEIGHT OF THE SILT FENCE OR INLET PROTECTION FABRIC. 6. MAINTAIN TRUCK CKING PAD FOR DURATION OF PROJECT. TOP DRESS WITH ADDITIONAL AGGREGATE WHEN SURFACE BECOMES PACKED WITH SEDIMENT. SPRING S INGS a) ANNUAL RYEGRASS: b) SPRING 0A1 - c) ANNUAL RYEGRASS: AND SPRING OATS: d) PERENNIAL RYEGRASS: LATE SPRING & SUMMER a) SUDANGRASS: b) ANNUAL RYEGRASS: c) PERENNIAL RYEGRASS: 0.70 LBS/1 2.00 LBS/1 0.35 la: SOS 0.70 LBS SEEDINGS 0.90 LBS/1 0.70 LBS/1 0.70 LBS/1 S.F. S.F. S.F S.F H O LTARCH ITECTS S.F. S.F. S.F. AFTER INSTALLATION OF INFILTRATION GALLERY/LEVEL SPREADER INSTALL SILT FENCE. REMOVE ONLY AFTER ALL UPHILL AREAS HAVE ACHiEVED 80% VEGETATIVE COVER. LATE SUMMER & F a) ANNUAL RYEGRASS (COMMON) b) WINTER RYE (AROOSTOOls): c) WINTER WHEAT: d) PERENNIAL RYEGRASS (PENNFINE): SEEDINGS 0.70 LES/1 0.. S.F. 2.50 LBS/1 S.F. 2.75 LBS/1000 S.F. 0.70 LBS/1000 S.F. Architecture Planning Interior Design 217 North Aurora Street Ithaca NY 14850 p 607.273.7600 f 607.273.0475 G 7. MAINTAIN INLET PROTECTION ON ALL INLETS THROUGH ALL PHASES OF THE PROJECT 8. APPLY TEMPORARY OR PER ENT SEED AND MULCH TO DISTURBED AREAS WITHIN 7 DAYS AFTER CLEARING. 9. PLACE SILT FENCE AROUND TOPSOIL STOCKPILES AND TEMPORARILY SEED IF LEFT UNDISTURBED FOR GREATER THAN 7 DAYS 10. DISPOSE OF ALL FALL IN A MANNER THAT IS CONSISTENT WITH ALL LOCAL STATE, AND FEDERAL REGULATIONS. MULCH CLEAN STRAW MULCH 100 LBS (2-3 BALES)/ S.F. MULCH SHALL BE APPUED OVER TEMPORARY OR PERMANENT Sa.NG AND SHALL BE ANCHORED USING ONE OF THE FOLLOWING OPTIONS: A. ON SLOPES <3%, DRIVE TRACKED EQUIPMENT " MULCH, WITH TREADS RUNNING PARALLEL TO THE CONTOUR. B. USE A MULCH ANCHORING TOOL OR SQUARE SHOVEL TO CUT MULCH IN SO THAT MULCH IS TUCKED INTO THE SOIL ETY B. APPLY A TACKIFIER OVER MULCH CONSISTENT WITH WNUFACTURER'S SPECIFICATIONS. C. APPLY WOOD FI i MULCH OVER STRAW MULCH AT A RATE OF LBS. PER ACRE. D. SECURE MULCH IN PLACE WITH BIODEG LE NETTING, OR WITH PEG AND 11,11NE SECU BY STAKES SPACED AT 3' INTERVALS, AND TWINE WCVEN IN A CRISS-CROSS PATTERN. PROPOSED NEW DIVISION LINE PROFILE EXISTING GROUND SEE PLAN FOR LENG / EXISTING PAVEMENT SEDIGUARD INLET PROTECTION ( SEE DETAIL 4/ STONE PAVEMENT R=10' MIN. TRACKING PAD NOT TO SCA SILT FENCE (TYP) SEE DETAIL 1/C101 LLOW CLUMP PARCEL. RESERVED FOR RIGHT OF WA Y SEE 413/742 -- 392- MH RM -,393. 7 NV w89,4 tm, R 2. 2"x4" LUMBER STAKES AND R.AJLS a TRANSIT ERVED- F WAY 70WIDE RIGHT OF WAY FOR INGRESS AND EGRESS AND Wil..17Y LINES + 9 + + + 1, + + + + + 9 + + 4 + + + + + 4. + 4 + + + 4 9 + 9 + + 12" MIN. 18" MIN.t 9. 4 + 4 + + + + 4 4. 4 9 4 4 + 4. 4 + 4, + 9 + 4 + + as9.4.9 + + + + 1LTER FABRIC OVERFLOW WEIR BELOW OINING G 'E AS NECES • `Y TO PREVENT BYPASS OF RUNOFF TO NEXT DOWNSTR STRUCTURE NOTES: - FILTER FABRIC TO BE CUT FROM CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NECESSARY, OVERLAP TO EXTEND TO NEXT STAKE. - SPACE STAKES EVENLY AROUND DRAINAGE STRUCTURE AT IMUM 3' INTERVALS AND DRIVE TO MINIMUM 18" DEPTH INTO SOIL AFTER INSTALLATION OF INFILTRATION GALLERY/LEVEL SPREADER INSTALL SILT FENCE. REMOVE ONLY AFTER ALL UPHILL AREAS HAVE ACHIEVED 80% VEGETATIVE COVER. 723-1 BUILDING B INLET PROTECTION (TYP) SEE DETAIL 3/0101 - FILTER FABRIC TO BE SECURELY FASTENED TO LUMBER E AND SHALL BE EMBEDDED A MINIMUM 12" INTO SOIL. DRAINAGE INLET OR STORM HOLE /1/11-1.--- 1111E11 Zito 9 r.....r mg low No FOR 71‘1 ----AND UT! WAY GR ,396 BUILDING A 397 - -- BUILDING C INLET PROTECTION NOT TO SCALE TION 51 ENT 4 EXTEND 1" MINIMUM AND 3" IMU FROM EDGE OF GRATE (TYP) INLET CA NG SEDIGUARD INLET PROTECT1ON STREET LINE =ow. - „my dwezvzfwe.o_r_r, 0111111-MIMINII vilihorardricwri ez, h .7 .Z.,T7, #7 -;77/497/1,9 rA,4011111 W97,7 / /WAX/7WIZA ,27/#1:0077/ 49:497//////1 '/-aff.e.~.• 2 WI- STRE STEEL LECESSE Corstsston 75 Thruway Park Drive West H6666'648 NY 14586 T.G. MILLER, P.C. ENGINEERS AND SURVEYORS 203 NORTH AURORA STREET ITHACA, NEW YORK 14850 WWW.TGMILLERPC.COM 607-272-6477 REVISION SCHEDULE NAME TONE QUARRY APARTMENTS 8" TRANSITE Sa INV 15" CMP WEST=4396.0- DATE: to/H RIM=400,7 PRESSURE DISK SPLNCER POSSIBLE WAIER SERVICE` ,N THIS AREA PER MARKINGS / BY ME CITY OF ITHACA PROJECT: DATE STONE QUARRY APARTMENTS, LL 8 JULY 2014 2012059 E D >- B 8' WATER 8' TILE SECURE USING 3-1/2" DIA. PRESSURE DISKS AND 175# ZIP TIES FASTENED TO INLET GRATE (TYP) ST5- uzeD TSTIss Tmrs) egAtOeS SEDIGUARD TOP LAYER (YELLOW) SEDIGUARD BOTTOM LAYER (BLUE) ,H. ATAi:AANcDNDT,TA. 1,,NT,..STotiPE NK6LE/CATCH BA 399 .*.,9401g4m,44441, 400 SEDIGUARD IN NOT TO SCALE 1 2 4 5 6 11111111111 111111 DATA G 20 HIC S 10 60 OTHER: DRAWN BY: TRT/SRR EROSION AND SEDIMENT A CONTROL PLAN C 1 0 1 2 4 5 6 7 9 10 405 —PROPOSED CONNECT STORM ON RAIN GARDEN —STA 0+59 —PROPOSED CONNECTION DOWNSPOUTS STORM FROM (TYP) —PROPOSED STORM CONNECTION RAIN GARDEN 405 400 PROPOSED 4" SANITARY INV=390.55± STA 0+20— LATERAL —SITE WALL PROPOSED SANITARY INV=390.95±PROPOSED 4'' LATERAL -PROPOSED A GRADE 1—SITE WALL Lo N ' ÷ 0) 400 395. to TA =0+00 M=394.00 — o rn II II 1— — v) —EXISTING GRADE .4C 395 . a v) Fc 390 46 . . 78L 1 Lilo Lri cn PO 11 >> 6 a) Pr) II 390 . . . . 00 CJN cn cn cy) cn PO tOre)NIK) II II II II >>>» zzzzz ---- 385 . o) II INV=392. 1NV=392. —STA 0+98 zz —STA 1+18 PROPOSED 4" SANFARY INV=391.40± LATERAL 385 380 STA 0+03 PROPOSED ELECTRIC 2.5' MINIMUM COVER — STA PROPOSED SANITARY INV=390.75± 0+39 4" LATERAL —STA 0+79 PROPOSED INV=391.15= PROPOSED 4" SANITARY LATE INV=391.35± " SANITARY LATERAL 380 217 North Aurora Street Ithaca NY 14850 p 607.273.7600 f 607.273.0475 ENGINEERS AND SURVEYORS 203 NORTH AURORA STREET ITHACA, NEW YORK 14850 WWW.TGMILLERPC.COM 607-272-6477 REVISION SCHEDULE PROFILE --- StMH#3 TO DB#12 PROJECT: OTHER: 18 JULY 2014 2012059 DRAWN BY: LECESSE Construction 75 Thruway Prtt [Wive 1,ttlest Henretta, NY 14-583 TRT/SRR PROFILES 2 4 5 6 10 4 5 6 7 8 9 10 H 0 LTARCH ITECTS 400�� T G T.G. MILLER, ENGINEERS 203 NORTH ITHACA, NEW WWW.TGMILLERPC.COM 607-272-6477 PROPOSED EXISTING ROPOSED GRADE- G DE -o A.M. -}N +aa) it M 15 LF _ PVC 2 1.3% cnN N +a II 6 II II PVC 1.25% d• ("\! d-• + r DRAWN BY: 0 d -N +LO a) it U 400 395 2.5' 2.a n i o✓ _ �. �.�- 2.60 -- °.�.- 395 n o No d- N0.; +a) `— oo + `j �`- II II II II a� o cn o 10 LF 6" PVC 0 1.00% 390 �� _ N CV a) a) STA 0+73 PROPOSED & 0+75- 2" WATER o ,^ II zz © • 00 '^ n• ,n IIII II zz �'Z z 390 385 385 II II Q II z 5.0MINIMUM II !I z z z'z SSTA - - PROPOSED 3" 5.0' N COVER 0+80 & 0+82 & 4" WATER INIMUM COVER 380 STA 0+33 PROPOSED INV=383.05 8'' SANITARY -PROPOSE CONNECTION DOWNSPO D STORM FROM JTS (TYP) 380 1 00 0+00 1+00 2+00 STORM PROFILE - StMH#2 TO DB#5 405 T G T.G. MILLER, ENGINEERS 203 NORTH ITHACA, NEW WWW.TGMILLERPC.COM 607-272-6477 PROPOSED STA 0+84- TELEPHONE STONE QUARRY APARTMENTS zz m m Q z STONE QUARRY APARTMENTS, LLC o m -1 C ITHACA, NY m rn PROPOSED STORM CONNECTION FROM - PROJECT: 2012059 OTHER: DRAWN BY: 405 400 C 03 2.5' 2.a MINIMUM COVER STA 0+81- PROPOSED CABLE -' MINIMUM COVER DOWNSPOUTS (TYR)r EXISTING GRADE- PROPOSED GRADE- ,� r`` ` + n o No d- N0.; +a) `— oo + `j �`- II II II II a� o cn o a) 6 o to `'N1t ®cin + o II II 400 395o © o� © N ,g�_ �LO o� =u 11...--'' ''�� II II Q . 2`70 6"pV 4• 50 a 0 l 1 % 1.73% a 395 _� ��E Fe)) _ • 390 -- .---- '.-- 55 LF 12" HDPE ®0.70% ..., 6© �F 12 A1C 2.70q PE 5 F 10 HDP c; ., - . _ _ _ ca �M)• 0 0 rn an) rn cy)r� r�II N N cIl ii in M »> iiii /> zzz ��� zZ --- z STA 2+48 & 2+57 390 T a P 385 385 z •�•� 00000 NN N r II i ri r i z z z_ __ II II zz EXISTING GAS TO BE REM VED ASSUMED BURY DEPTH=2.5'f (V.LF.) 385 0o hrf)rnrn�enrn a) Non II STA 0+39- o PROPOSED CABLE 2.5' MINIMUM COVER a Naa.-oo oo re) >>>>> zzzzz 380 12" PERFO TED HDPE HORIZONTAL -- STA 0+00 TO 0+50�� EXISTING 8" SANITARY INV=382.62 STA 0+41 - PROPOSED TELEPHONE 2-5' MINIMUM COVER STA 1+10 & 1+12 PROPOSED ELECTRIC 2.5' MINIMUM COVER 380 +00 0 00 1+00 2+00 3+00 +00 STOR PROFI E D 9 TO DB 0 SCALE: H: 75 flr (..rr.;.. West He3`s.r Architecture Planning Interior Design 217 North Aurora Street Ithaca NY 14850 p 607.273.7600 f 607.273.0475 10 G E D C B T G T.G. MILLER, ENGINEERS 203 NORTH ITHACA, NEW WWW.TGMILLERPC.COM 607-272-6477 P.C. AND SURVEYORS AURORA STREET YORK 14850 STONE QUARRY APARTMENTS zz m m Q z STONE QUARRY APARTMENTS, LLC o m -1 C ITHACA, NY m rn DATE: 18 JULY 2014 PROJECT: 2012059 OTHER: DRAWN BY: TRT/SRR PROFILES C 03 10 G E D C B 1 2 4 5 6 7 8 9 10 TARCHITECTS 400 DATE: 18 JULY 2014 PROJECT: 2012059 PROPOSED GRADE- 1+48 2" GAS STORM PROPOSED CONNECTION DOWNSPOUTS STORM - FROM (TYP) EXISTING GRADE- ,-- N : 400 395 4000 i ©°p EXISTING + Z, 0,0 G DE- ppm a) 2 o r) mii Q m . I a. PROPOSED 2" GAS 12" SEPARATION FROM STORM .-N �� N± - co rn n + rn+ jl M ¢ m ©w — ' ESE _ 395 ® -�- .cr,� rt' 395 -� -'' % 113 LF B" PVC 1.509 390 390 rn ' 4 c3 II II am _ --_ i 14 L 10" HDPE 1.01 0.98% moo-, -`' 2.429 c~rl r� — 87 LF 10" HDPE LF 1 o HDPE 390 ;►�► vii 66 LF 12" HDPE 1.069 0 r7M — `"� o PROPOSE 5.0' MINI (\pin ). ��r1 CT) CT) '`' "1 11 11 > >» z z z z ---- STA 1+23 PROPED 8" SANITARY cV N N rnrnrn to r11 II z z z --- -STA 1+81 EXISTING 8" TO BE RE INV=383.20 v TRANSITS SANITARY OVED Ln o °' z II z STA 2+57-2+59 (3) PROPOSED TELEPHONEii 2.5' MINIMUM COVER r -STA 2+55 PROPOSED ELECTRIC 2,5' MINIMUM COVER 85 380 385 12" PERFORATED HDPE HORIZONTAL zz -- 380 Architecture Planning Interior Design 217 North Aurora Street Ithaca NY 14850 p 607.273.7600 f 607.273.0475 STORM PROFILE — DI# 1 TO D 405STA DATE: 18 JULY 2014 PROJECT: 2012059 STA PROPOSED MAINTAIN 12" SEPARATION FROM 1 +33- 1+48 2" GAS STORM STA 1+97 PROPOSED 2" GAS 2.5' MINIMUM COVER TRT/SRR EXISTING GRADE- C 02 405 4000 MAINTAIN PROPOSED 2" GAS 12" SEPARATION FROM STORM .-N STA 1+83- PROPOSED CLOSED CIRCUIT TELEVISION 5 MINIMUM COVER co rn n + rn+ jl M ¢ m ©w PROPOSED GRADE- ca o rn N r II II 400 395 395 rn ' r3 + MQ� ii &' + ' 72 LF 6" PVC 1.049 II II moo-, -`' 2.429 ...- LF 1 o HDPE 390 vii 66 LF 12" HDPE 1.069 0 r7M — `"� o PROPOSE 5.0' MINI il STA 1+71- 2" WATER UM'COVER rnrn r rII Ln o °' z 390 385 380 3� " 45 LF 12 HDPE 1.0090 0 0 ) r0 zz -- PROPO"ED 5.0' MI STA 1 +25 EXISTING 8" S INV=382.76 u STA 1+73- +73- 2 WATER I UM COVER NITARY _ -STA 1+83 PROPOSED IN\/=389.58 6" SANITARY -STA 2+20 PROPOSED 6" WATER , 5.0 MINIMUM CO 'ER 5 12" PERFORATED- H iPh. HORIZON IAL CVtVKV II II II cit= »> > zzz II >? 380 -1+00 0+00 1+00 2+00 3+00 STOR PROFILE D 5 TO DB 1 SCALE: H: 1 5' 2 75 "Thrttwat,,, West liarttiettst NO( stittStte. L,.. 'tion 4 5 6 7 8 9 10 T.G. MILLER, P.C. ENGINEERS AND SURVEYORS 203 NORTH AURORA STREET ITHACA, NEW YORK 14850 WWW.TGMILLERPC.COM 607-272-6477 REVISION SCHEDULE DATE ADD #1 15 AUG 2014 cn 1— Z w 1- ce > 0 c ce0 Z w 2 >- U Z w 0 Z CO (I) DATE: 18 JULY 2014 PROJECT: 2012059 OTHER: DRAWN BY: TRT/SRR PROFI ES C 02 E c B 2 4 5 6 8 9 400 PROPOSED G DEQ 1+48 2" GAS STORM PROPOSED CONNECTION DOWNSPOUTS in r + V / II II -- '� STORM— FROMTr (TYP) _— — / E — o ai N ray' H 11 (/) R 400 395 390 385 395 o EXISTING GRADE— T 1 ` Ni 00 + n -- STA 1 +83— PROPOSED CLOSED CIRCUIT TELEVISION MINIMUM COVER o0 rn r`' + rn jl II Q M PROPOSED GRADE— 1.50% «, o — + rn ± r II 400 395 113 LF m 390 t� 1.01 395 � n II II F — r7k + Qui o ro o r� oKi N Q Ilil c� 11 - v~i 8" PVC _ HDPE ® .42% ■ co o ____ 0.98% --- 77r L0" HDPE va 87 LF 10" HDPE —in -- — toss i in b 0 PROPOSED 5.0' MINIMUM PROPOSED MINIMUM o STA 1 +71— 2" WATER COVER STA 1 +73— 2" WATER COVER N ori °i II _ _ ori M II —STA 2+20 PROPOSED 6" WATER 5.0 MINIMUM COVER ;:� >.....�, 390 ° o000 cVr?�� ' �' »» zzzz — �FF �'� — — '� — _� ---.----- 0�-� ANN cs�cnrn II II II > > > z z z --- —STA 1+81 EXISTING 8" TO BE REMOVED I NV=383.20 TRANSITE SANITARY r 24 M II z STA 2+57-2+59 (3) PROPOSED TELEPHONE 2.5' MINIMUM COVER 385 12" PERFORATED— rra`ni ©� ro nu zzEXISTING cv UV a) II II I »> re) zzz 380 coin 00°0 r�� 380 12" PERFORATED— HDPE HORIZONTAL II zz -- II 6"SANITARY 1—STA 1+23 NVO PROPOSED 8" SANITARY 380 —STA 2+55 PROPOSED ELECTRIC 2.5' MINIMUM COVER 380 —1 00 0+00 1+00 2+00 3+00 STOR PROF E - D 1 TO DI 10 Architecture Planning Interior Design 217 North Aurora Street Ithaca NY 14850 p 607.273.7600 f 607.273.0475 G T.G. MILLER, P.C. ENGINEERS AND SURVEYORS 203 NORTH AURORA STREET ITHACA, NEW YORK 14850 WWW.TGMILLERPC,COM 607-272-6477 SCA : H: —2 ° V: 405 STA PROPOSED MAINTAIN 12" SEPARATION FROM STA 1+33— 1+48 2" GAS STORM STA 1+97— PROPOSED 2" GAS 2.5' MINIMUM COVER EXISTING GRADE— 405 400 MAINTAIN PROPOSED 2" GAS 12" SEPARATION FROM STORM o .-N 2.5 STA 1 +83— PROPOSED CLOSED CIRCUIT TELEVISION MINIMUM COVER o0 rn r`' + rn jl II Q M PROPOSED GRADE— '- «, o — + rn ± r II 400 395 m - _-- 72 LF 6" PVC ® 1.04 395 � n +� cor M r7k + Qui o ro o r� oKi N Q Ilil c� 11 - v~i ��3LF10 _ HDPE ® .42% 66 LF 12" HDPE ® 1.06% o � rir zz -- — toss i —STA385 b 0 PROPOSED 5.0' MINIMUM PROPOSED MINIMUM o STA 1 +71— 2" WATER COVER STA 1 +73— 2" WATER COVER N ori °i II _ _ ori M II —STA 2+20 PROPOSED 6" WATER 5.0 MINIMUM COVER Lo co ai j z 390 .�90 _� ---.----- 45 LF 12" HDPE ® 1.00%— MUVo _ i r 24 3855.0' 12" PERFORATED— rra`ni ©� ro nu zzEXISTING cv UV a) II II I »> re) zzz 380 HDl- L HORIZON IAL 8" SANITARY INV=382.76 u —STA 1+83 PROPOSED INV=389.58 6"SANITARY 380 —1+00 0+00 1+00 2+00 3 00 STORM PROFI E - D 5 TO DB 1 SCALE: H:1 "= V:1 L CCE SSE C.75 uw tqest Henrietta,..NY 14588 'H REV SION SCHEDULE NAME DATE ADD #1 15 AUG 2014 STONE QUARRY APARTMENTS STONE QUARRY APARTMENTS, LLC DATE: 118 JULY 2014 PROJECT: 2012059 OTHER: DRAWN BY: I TRT/SRR PROFILES 6 9 10 C302 E D B A 6 7 8 405 18 JULY 2014 PROPOSED 5.0' STA 0+32 & 0+35- 2" WATER MINIMUM COVER II ( -STA CLEANOUT 0+57 r -STA 0+67 PROPOSED 2" GAS 2.5' MINIMUM COVER 405 400N 1+15 I -PROPOSED G DE -STA 1+32 RAIN GARDEN a) II + -PROPOSED -EXISTING GRADE GRADE -STA 2+11 RAIN GARDEN TO 2+16 -STA 2+27 CLEANOUT = nt�rr o ,ri 400 395 II uz v°^a 1 II �`' -STA 1+23 PROPOSED 10" INV=391.67 STORM a) 'n II 395 INV=391.17 390 STA 0+57- .Rv 390 f' 1 — 385 390 EXISTING 8"- TRANSITE PROPOSED 8" STORM INV=393.61 -STA 1+09 PROPOSED 6" STORM INV=392.48 =.Ir......�......�...a... WATER COVER -EXISTING 8" TRANSITE 385 380cNi 91 LF OF 8" P 0.22% 157 LF OF 8" PVC ® 0.22% -STA 0+79 PROPOSED 2" 5.0' MINIMUM 385 -PROPOSED 4"x6" SANITARY WYE CONNECTION N FROM SANITARY LATERALS (TYP) 380 385 EXISTING 8"- TRANSITE 380 00o -STA 0+70 PROPOSED CLOSED CIRCUIT TELEVISIOI 2.5' MINIMUM COVER f} ro • > 375 375z 0 C4ZZ r0 11 Z » ZZZ -STA 0+69 PROPOSED 10" STORM INV=394.94 zr, OC? r'? 11 Z 375 370 370 W X W 370 — +00 0 00 1+00 2 00 3 00 9 10 H TARCHITECTs Architecture Planning Interior Design 217 North Aurora Street Ithaca NY 14850 p 607.273.7600 f 607.273.0475 G SANITARY PROF E -Sa H TO Sa H SCA : H. 20 V T.G. MILLER, P.C. ENGINEERS AND SURVEYORS 203 NORTH AURORA STREET ITHACA, NEW YORK 14850 WWW.TGMILLERPC.COM 607-272-6477 405 18 JULY 2014 PROPOSED 5.0' STA 0+32 & 0+35- 2" WATER MINIMUM COVER II ( -STA CLEANOUT 0+57 r -STA 0+67 PROPOSED 2" GAS 2.5' MINIMUM COVER -STA CLEANOUT 1+15 I -PROPOSED G DE -STA 1+32 RAIN GARDEN TO 1+37 -STA 1 +85 CLEANOUT -STA 2+11 RAIN GARDEN TO 2+16 -STA 2+27 CLEANOUT 405 400 395 400 395 II uz v°^a �"' -EXISTING GRADE — INV=391.17 .Rv f' — 390 =.Ir......�......�...a... WATER COVER 227 LF OF 6" PVC 1.00r 390 -STA 0+79 PROPOSED 2" 5.0' MINIMUM 385 -PROPOSED 4"x6" SANITARY WYE CONNECTION N FROM SANITARY LATERALS (TYP) 385 EXISTING 8"- TRANSITE 380 -STA 0+70 PROPOSED CLOSED CIRCUIT TELEVISIOI 2.5' MINIMUM COVER 380 • > rn CO 375z ton II II oo>> o • Z Z N oo X LSC -STA 0+69 PROPOSED 10" STORM INV=394.94 375 370 370 1 00 0+00 1+00 2+00 3 00 SANITARY PROF SCALE: H:1'=20' V: '=5' E - Sa H TO C EANOUT 1 2 75 Th uw: REVISION SCHEDULE NAME DATE STONE QUARRY APARTMENTS STONE QUARRY APARTMENTS ITHACA, NY DATE: 18 JULY 2014 PROJECT: 2012059 OTHER: DRAWN BY: TRT/SRR PROFILES C301 B A 4 5 6 8 9 10 1 UTILITY LEGEND xO.H. xE xT xG xW xSa x St E T G So St O.F. ,R.G. 2 EXISTING OVERH a UTILITIES EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS LINE EXISTING WATER MAIN EXISTING ITARY SEWER EXISTING STORM SEWER PROPOSED ELECTRIC PROPOSED TELEPHONE PROPOSED CABLE PROPOSED GAS LINE PROPOSED WATER MAIN PROPOSED SANITSEWER PROPOSED STORM SEWER PROPOSED POROUS PAVEMENT OVERFLOW PROPOSED INFIL TION GALLERY/LEVEL SPREADER PROPOSED DRAINAGE INLET PROPOSED CL OUT PROPOSED STORM HOLE PROPOSED DOWNSPOUT BOOT PROPOSED DRAIN BASIN (SQUARE GRATE) PROPOSED DRAIN IN (ROUND GRATE) PROPOSED PROPOSED PROPOSED PROPOSED GATE VALVE OR CURB VALVE PROPOSED RAIN GARDEN SANITARY HOLE SANITARY HOUSE HYD T DI#9 3'x3' RIM=392.70' INV IN=390.30' INV OUT=389.70' INSTALL 12" TIDEFLEX VALVE ON 12" INV IN SEE DETAIL 2/0201 4 5 6 7 8 9 10 DI#1 3'x3' RIM=391.85' INV IN=390.35' INSTALL 10" TIDEFLEX VALVE ON 10" INV IN INV OUT=388.85' SEE DETAIL 2/C201 INFILTRATION GALLERY/LEVEL SPREADER (TYP) TOP OF STONE LEVEL CP 391.85' SEE DETAIL 5/C201 42LF PERFORATED 4" PVC OVERFLOW PIPE 0 0.00% SLOPE INV=392.20. CAP ENDS. Request: Date Required: 11/28/2014 The note for StMH#2 on 0103 calls out for the installation of a tideflex check valve on the 6" pipe from the underdrain. There is also a tideflex valve called for at D.I.#5 that feeds the underdrain. Since the flow is from the MH to the D.I. is the MH check valve required? Please advise. Requested by: Jason Socola LECESSE Construction Services tv5 Response: The 6" underdrain entering StMH#2 is no longer shown on the drawings. The note is a carry-over and a tideflex valve is no longer required in this structure. TOP OF STONE LEVEL 392.70' 392 - DB#12 (SQUARE FRAME AND GRATE) RIM=398.15' INV IN/OUT=395.15' SEE DETAIL 4/0201 MH RIM=393.7 INV W=.382.4 !NV E=-382.5 CONNECT UNDERDRAIN TO 10" HDPE. PROVIDE DROP FROM TUBING TO 10" HDPE TOP OF STONE LEVEL 393.33' DI#5 3'x31 RIM=393.33' INV IN=391.85' INSTALL 12" TIDEFLEX VALVE ON 12" INV IN INV OUT=39C.33' SEE DETAIL 2/0201 33LF 4" PVC MARK WOW AWAKAW= MAte vohr Wittairtftiag 1'40 HOLTARCHITECTS Architecture Planning Interior Design 217 North Aurora Street Ithaca NY 14850 p 607.273.7600 f 607.273.0475 V 0 10"x4" E=391.00' ROTATE WYE 45' POROUS PAVEMENT SEE LANDSCAPE DRAWINGS 1' HDPE TUBING 0 INV=382.50' StMH#1 RIM=394.34 INV IN(E)=391.' INV IN(S)391.30' INV IN(SE)391.30' INV OUT=391.20' DI#4 RIM=393.58' INV=392.00' SEE DETAIL 2/C201 StMH#2 RIM=395.00' INV IN(SW)=392.40' INV IN(SE)=392.40' INV OUT=392.30' SEE DETAIL 1/0201 / INSTALL TIDEFLEX CHECK VALVE , ON 6" PIPE FROM UNDERDRAIN tWASAImAINPF4111 MAWAVIKKOAMIMWWW4M POROUS PAVEMENT SEE LANDSCAPE DRAWINGS 393 DI#6 RIM=396.2 INV IN=393. 0' INV OUT=39 .10' SEE DETAIL C201 • ,,,,,,,,,,,,, ,,,,, .....-•`• ...... DI#1 3'x3' RIM=391.85' INV IN=390.35' INSTALL 10" TIDEFLEX VALVE ON 10" INV IN INV OUT=388.85' SEE DETAIL 2/C201 .... Asi T.G. MILLER, P.C. ENGINEERS AND SURVEYORS 203 NORTH AURORA STREET ITHACA, NEW YORK 14850 WWW.TGMILLERPC.COM 607-272-6477 REVISION SCHEDULE INFILTRATION GALLERY/LEVEL SPREADER (TYP)AME TOP OF STONE LEVEL © 391.85' SEE DETAIL 5/0201 42LF PERFORATED 4" PVC OVERFLOW PIPE © 0.00% SLOPE INV=392.20. CAP ENDS. W LOW CU 6" ROOF DRAI INV=393.58 TOP OF STONE LEVEL © 393.33' CONNECT UNDERDRAIN TO 10" HDPE. PROVIDE DROP FROM TUBING TO 10" HDPE / 3LF 4" PVC 3.67 5 8" TRANSIT DI#5 3'x3' RIM=393.33' INV IN=391.85' INSTALL 12" TIDEFLEX VALVE ON 12" INV IN INV OUT=390.33' SEE DETAIL 2/02011 ... POROUS PAVEMENT SEE LANDSCAPE DRAWINGS INV 0 6"x12" WYE=390.83 ROTATE WYE 45' ;we milrnomall1111111511 Vi 174 AIN 4.:ft" III NM NI 0...-1.'411111111 DB#11 FRAME AN RIM INV ! INV OUT E DETAI CONNECT 4" UD FROM RAIN GARDEN 0 INV=392.90' StMH#3 RIM=394.00' INV IN (S)=392.00' INV IN (E)=392.00' INV IN (SE)=391.10' INV IN (NE)=390.80' INV OUT=390.70' SEE DETAIL 1/0201 46LF 10" 51C-- 0 3.46% SQUARE GRATE) 395.50' 392.30 392.40' 4/C201 1551'REill 4:114.411nImilimmi`i ale,gemalmi utimoutammirm iseauri ssimampos swan a las MINIUM 11,1111111111 1111:1/4:11111111EINNII 1111 _ BUILDING A FFE=399.50 MH RTXT=-396:4-- INV W=383.2 INV E=383.3 BUILDING B FFE'S VARY 78LF 10" PC 0 3.6i% CONNECT 4 M RAIN GA INV=39 UD DEN .90' 25LIT 6" 0 11.0% - Willi' -a- NIP' -- 11:11 mm.4 El ill mow Ilk UN lanilin lie I 11911MIUMMISI 1 N IS 111111111 I 4004 4 L ; SCI k IN71111110 Oa, alliniatetagIMINEIIINTAIIIIVAIONIMIN gym, film mein gm, mismetiviiIIIIIWAMAWIRIMMIIIIIIIIMME _1 ijr.a___w_prPujt._,!a_attu_.t.isipamuam iffirligitr, 7 EINISLIF116'iNiallirr4pro /111111111°.Min "11 --11111_,N31- --1_111111 27 LF 6" PVC 0 14.8% INV=396.00 43LF 6' 0 1.0% PVC SLOPE MIN. MITERED D INV=395.50 IN MITERE INV BUILDING C FFE'S VARY DRAIN 398.50 0 1 20 F 6" PVC 1.32% 1 LF 6" PVC 0 1.00% DB#2 RIM=399.20' INV IN/OUT=395.70' SEE DETAIL 4/C201 DB#3 RIM=399.20' INV IN/OUT=395.90' SEE DETAIL 4/0201 DB#4 RIM=399.20' INV IN/OUT=396.10' SEE DETAIL 4/0201 DI#2 RIM=394.75' INV IN (W)=392.15' INV IN (S)=392.15' INV OUT,=392.05' SEE DETAIL 2/0201 5OLF PERFORATED 4" PVC OVERFLOW PIPE © 0.00% SLOPE INV=393.00. CAP END. RI INV INV IN INV IN(S) INV IN(SE)39 INV OUT=391.20 EE DETAIL 1/C201 =394.34' (W)=393.00' =391.30' 1,30' 0' DI#4 RIM=393.58' INV IN=392.50' INV OUT=392.00' = SEE DETAIL 2/C201 DATE 5 AUG 2014 StMH#2 RIM=395.00' INV IN(SW)=392.40' INV IN(SE)=392.40' INV OUT -392.30' SEE DETAIL 1/C201 INSTALL TIDEFLEX CHECK VALVE ON 6" PIPE FROM UNDERDRAIN DI#6T RIM=396.2Q' INV IN=393.20' INV OUT=393 10' T.G. MILLER, P.C. FNOINEERS AND SURVEYORS 203 NORTH AURORA STREET ITHACA NEW YORK 14830 WYM T0,111.1545, t 00 POROUS PAVEMENT SEE LANDSCAPE DRAWINGS 5OLF PERFORATED 4" PVC OVERFLOW PIPE DRAINAGE PLAN DI#10 RIM=395.60' INV IN=392.65' INV OUT= -39 - SEE DETAIL 2/ 8" TRANS/TE SE MH RIM= 7-" 15LF 6" 4. 47LF 6" % SLOPE 6" PVC 0 4.25% VC IN !INV SEE D umwma P 4111111. a MI .11 eillE1111111M 1.1.1 - --(ft 11111111111111 im Mill / 1/7 1:1/ reiZie 'Kg "ere V00,7 .407. II I , _ .. .7amaltumini: s 1. # illErAimillm1111Mi taw 1111111111.1111•111.111/FAINFOtrffilwelgil°Prigialiir 4ti RIM=397.45' NV =39.3.95' INV OUT=393.85' INV=396.00 0 UNDERDRAIN DB#7 (SQUARE DSCAPE DRAWINGS FRAME AND GRATEF RIM=398.61' INV <•<1•1 ST=3 0- DB#10 RIM=400. 0' INV OUT97.60' SEE DET L 4 DB#5 RIM=399.20' INV=396.20' SEE DETAIL 4/C201 DI#3 RIM=398.10' INV OUT=393.85' SEE DETAIL 2/C201 =399.00 CAP END INV=399.00 11 /91745" if ://-117 ///Z'/ "Z" filmt jes,blIrP41111,-144101,,,,4 11-1111111 1111111111 26LF 6" PV -0 1.73% INV=396.05' SEE DETAIL 4/0201 e DB 8 SQUARE ILAND GRATE) RIM=399.30' INV IN/OUT=396.30' SEE DETAIL 4/C201 DB#9 (SQUARE FRAME AND GRATE) RIM=399.95' INV IN/OUT=397.15' SEE DETAIL 4/0201 POSSIBLE WATER SERME N THIS AREA PER MARKINGS BY THE CITY OF /THACA uJ z 0 (i) " WA. 8<1 TILE CORE -BORE STRUCTURE AND INV OUT CROSSING WATER WITH CITY DATE: PROJECT: OTHER: DRAWN BY: ULY 2014 2012059 TRT/SRR SAW -CUT, REMOV REPLAC LT. SEE APE DRAWINGS LECESSE Construction 75 Thrittwcw West Herunata,., PItO totStltO DRAINAGE PLAN DATA G 20 6 7 8 9 10 1 UTILITY LEGEND xO.H. xE xT xG xW xSa xSt E T C G w Sa St II BANK ( P U.D. H C.O. R.G. EXISTING OVERH UTILITIES EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS UNE EXISTING WATER MAIN EXISTING SANITARY SEWER EXISTING STORM SEWER PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED ELECTRIC TELEPHONE CABLE LINE WATER MAIN ITARY SEWER STORM SEWER POROUS PAVEMENT 2 4 5 6 7 8 9 10 REFER TO UTILITY PLAN FOR NUMBER OF CONDUIT AT EACH POLE. EXISTING UTILITY COMP POLE CONTRACTOR TO FURNISH AN ADDITIONAL 15' OF 4" PVC CONDUIT FOR INST TION BY UTILITY COMP HCLTARCHITECTs PROVIDE PULL TNG Architecture Planning Interior Design 217 North Aurora Street Ithaca NY 14850 p 607.273.7600 f 607.273.0475 SCH 80 PVC CONDUIT 1-10' LENGTH 18" MIN. BELOW G E OVERFLOW INFILTRATION GALLERY/LEVEL SPREADER DRAINAGE INLET C NOUT STORM MANHOLE DOWNSPOUT BOOT DRAIN -, -IN (SQUARE GRATE) DRAIN IN (ROUND GRATE) HOLE HOUSE IT HYDRANT GATE VALVE OR CURB VALVE RAIN DEN CONDUIT COUPLINGS OR TRANSITION FITTINGS AS REQUIRED SaMH #2 DROP MANHOLE RIM=395.20' 4" INV IN=390.70' (DROP TO INV=383.20') 8" INV IN=383.20' 8" INV OUT=383.10' SEE DETAILS 8 & 9 C20 4" TUBING. 48" IUS MIN. 4" BURIED CONDUIT SEE DETAIL 2/C102 RAISE RIM FLUSH WITH FINISHED GRADE MH R1M=393:7 WV W=392.4 INV E=382,5 LIGHT POLE (TYP) SEE DETAIL 3/C102 AND LANDSCAPE DRAWINGS SaMH #1 DROP MANHOLE RIM=397.30' 6" INV IN=388.90' (DROP TO INV=392.90') 8" INV IN=382.90' EX. 8" INV OUT=382.80'± V.I.F. SEE DETAI _S 8 9 C2 2" GAS FOR FUTURE EXTENSIOC 3YRENEYS EG FOR RIGHT OF WAY SEE 413/142 OW CLUMP SERVICE CONNECT NOT TO SCA ON AT PO 20' k EMENT CI .at' OF ITHAC 157LF 8" PVC ® 0.22% SLOPE 70'x30' TEMPORARY CONSTRUCTION EASEMENT FROM HUNT TO INHS T.G. MILLER, P.C. ENGINEERS AND SURVEYORS 203 NORTH AURORA STREET ITHACA, NEW YORK 14850 WWW.TGMILLERPC.COM 607-272-6477 REVISION SCHEDULE 10' EASEMENT TO CITY OF ITHACA f���v�� .%./".rilf. l. 91LF 8" VC 0.22% OPE REMAINDER OF BACKFILL PER PIPE TRENCH SECTION 4" PVC SANITARY LATERAL HOUSE TRAP AND FRESH INTAKE IN STAIR WALL INV © STAIR =393.58 SEE DETAIL 7/C201 "CPE 0„E`TI #12 HMW—PE YELLOW JACKET, 45 MIL SOLID COPPER TRACER WIRE TAPED TO CONDUIT UTILITY WARNING TAPE 12" TO 18" ABOVE CONDUIT NO LESS T 6"BELOW FINISH G E RE OVE AND REPLACE GRAVEL IN—KIND AF'PAR LL 23-1-10 (2) 4" PVC CONDUITS AND PULL STRINGS FOR PHONE AND CABLE SEE DETAIL 2/C102 CLEANOUT (TYP) SEE DETAIL 10/C201 CABLE TELEP BOXES AND NE (TYP) 227 ©1. (8) REGULA30 BUILDING B F 6" PVC SLOPE ii e 101101111011111114111111111111NI MilliMINNIR 2" CU AND B B VALVE X E RIGHT OF WAY NGRESS AND EGRESS ND UTILITY LINES SaMH #3 RIM=395.20' ADJUST RIM FLUSH WITH FINISHED GRADE EX. INV IN=383.65'± V.I.F. 8" INV OUT=383.55' SEE DETAIL 8/C201 CONTRACTOR TO EXPOSE EXISTING SANITARY MAIN AND VERIFY DEPTH PRIOR TO ORDERING STRUCTURE TRACER WIRE REQ'D ONLY 0 CONDUIT THAT IS NOT VISIBLE ON BOTH ENDS OR THAT CHANGES DIRECTION BETWEEN END POINTS • C CONDUIT — SEE PLANS FOR NUMBER AND DIAMETER NDISTURBED OR COMPACTED SOILS (2) 4" PVC CONDUITS AND PULL STRINGS FOR PHONE AND CABLE SEE DETAIL 2 (1) 4" PVC CONDUIT AND PULL STRING FOR SECONDARY ELECTRIC. SEE DETAIL 2/C102. SEE ELEC DRAWINGS FOR CABLING REQUIREMENTS. SAN ITAR CONNECT! SEE DETAIL 4" COPPE SERVIC LATERAL N (TYP.) 13/C201 WATER (TYP) 4" PVC S TERAL (TYP HOUSE EE DETAIL (1) 4" PVC CONDUIT AND PULL STRING FOR SECONDARY ELECTRIC. SEE DETAIL 2/C102. SEE ELECTRICAL DRAWINGS FOR CABLING REQUIREMENTS. NOT TO SCA BUILDING C AND API- SEG PFSEG GAS METER AND REGULATOR BY NYSEG STREET LINE ,7ITE RiM»4002 7 6" GATE ru ' Mizeei POLE MOUNTED TRANSFORMER(S) BY NYSEG 15" DIAM R BASE PLATE. BOLT CIRCLE DIAMETER=8.5" WITH 3.25" PROJECTION " RIGID STEEL CONDUIT'S TO STUB UP WITHIN POLE E !ACV.11/I!//lll//r Z/7/A0)l'//l// STREET LINE PROVIDE WEEP SLOT (8) SECONDARY GAS SERVICES by S GROUNDING BUSHINGS 1 "x45 D ` . C FER 6" NORTH OF PARKING ANEW OVERHEAD BY NYSEG INV 15° CMP WEST=391 AS BY NYSEG NEW GAS SERVICE BY NYSEG 0 SE E • POLE. D NNECTIONS AT L 1/C102 24" ALL OTHERS #4 `°E COPPER GROUND WIRE. TIE TO BUSHINGS AT POLE AND FEEDER GROUND WIRE ANCHOR BOLTS PER UF. RECOMMENDATIONS 4" PVC GROUND WIRE S SPENCER POSSIBLE WATER SERV{ IN THIS AREA PER MAR IN BY THE CITY OF TTt,ACA 8" WATE 3' TILE AL O.K. O.H. ATER WORK ITHIN RIGHT—OF—WAY INCLUDING MAIN CONNECTION, I PIPE. AND Pi TI —HY T RESTORATION BY THE CI STEEL REINFO EMEh GRADE 60 RE FOLLOWS: #3 0 6" 0/C HOR. (4)—#4 VERT. E O.K. 5/8"x10'-0" GROUNDING ROD 24" MIN. STEEL TO PLASTIC CONDUIT ER BEDDING STONE CONCRETE, AS SPECIFIED NAME I DATE ADD#1 15AUG2014 STONE QUARRY APARTMENTS STONE QUARRY APARTMENTS THACA, NY DATE: 18 JULY 2014 PROJECT: 2012059 OTHER: DRAWN BY: TRT/SRR Thruway Paw DATA G HIC S 0 20 60 LIGHT PO NOT TO SCALE 9 10 B UTILITY PLAN A C102