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HomeMy WebLinkAboutWyman Street North Final Site Plan 5.27.1987ZONE R` -2F TOTAL ACREAGE = 1.365 ACRES APPROVED BY. BUILDING INSPECTOR -10 APPROVEDBY.. �]V ENGINEERINGCONSULTANT APPROVED BY- N.Y. AMERICAN WATER WORKS All specifications, materials and methods of construction to be in accordance with the Village Construction Standards and Specifications and with the requirements of the Board of Trustees Resolution of Approval doted 1987. Approvedb I Y. R er and Mayor 0 .0 o" 4 2 29.1 W 0 OD CE cr_ 30.3 N� , P,7 alov-1 0,WNH" S Azz <\ 6 0 NX\\ -\O RCP .4 -'ROOK P� 3.3.6 j T' NY 1 FG 38-8 24" VILLAGE OF RYE 31.7 33.4 z ♦WE :)TCHESTER COUNTY DEPARTMENT 07 HEALTH 0 0 0.;" DIVISION OF ENVIRONMENTAL HEALTH SERVICES 33.4 WHiTE PLAINS, N. Y - ------- §U.Q.3..W ......... Is, plans for 4, 3.3. .0 \4 AY .6 or �,Qroby approved pursu-t..---nir to Pian�t N,,aw York Sfafe 5eln- 6 e< - C "e as Ar: 117 Ct.. 17 o, a o U.#tYl'ts0 nT, V n Ig 1 P3 33.8 ss, ♦ 33. +A� C q , *0 r 8 7 0Z o'cytrion L-aw. 54;, f f, 4 ♦ 33.5 "a ........ 1�> 33.7' A aaf Co. m i -f 4,--�) tr$e r He, a • 33.9 33.8 Aj -A, A1\ LLJ -to z (13• 5q.O ♦ ...... soe 34. 7.2 4.8 NOTES: 34.3 .0 4.3 9 4. `er1. THE CONTRACTOR SHALL LOCATE AND VERIFY IN THE FIELD ALL UTILITIES - GAS, WATER, ELECTRICAL - BEFORE THE START OF CONSTRUCTION. 34.3 .0 2. THE INSTALLATION OF WATER AND SEWER SHALL BE 34.2 9 10 ...... . UNDER THE DIRECTION OFA N.Y. STATE LICENSED PROFESSIONAL ENGINEER. 3. EROSION CONTROL MEASURES, INCLUDING STAKED C� HAYBALES, SHALL BE REQUIRED AS DIRECTED BY THE "'SO 3 VILLAGE, ACCORDING TO STANDARDS DESCRIBED IN THE 35.4 37 (3 Ica 4) 35.4 0 > ♦WESTCHESTER COUNTY BEST MANAGEMENT PRACTICES 4u I I 36: to MANUAL FOR CONSTRUCTION ACTIVITIES. lot, CO 4. AS BUILT PLANS SHALL BE REQUIRED FOR ALL 34.8 .0 'L I I I I I I I I I I (o 37.1 1 1 1 INSTALLATIONS AND CERTIFIED BY A N.Y.STATE LICENSED PROFESSIONAL ENGINEER. .0 -,J PRIVATE LANDS, SHALL BE RESTORED TO NEW In: FG �'37.8 -0 -37 CONDI TIONS. 27.1 C4R 37 0 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 15. 0 J6 �) z -- APPLICATIONS AND PERMITS REQUIRED FOR 6j' CONSTRUCTION. jo, x34.6 7. Mile, THE ROAD AND UTILITIES SHALL BE STAKED IN THE R rN I V 8.4c� M L" -MTF- i N. T - Z-) I /A f r- Ll Z:)LJff Vt Yi R. 00 1 1 A 0 8- UNDERGROUND -GAS, AN L NOTE. 100 YR. FLOOD TAKEN FROM D E 9,CTRIC SHALIL,BE AS .0 LA AND CON EDISON. 0 .2 J7 as 10-1 FLOOD INSLJRANCE,STUQY GAR 7.5) 111 2 00 co TOWN OF RYE 719, 28' 34.9 9. WATER MAIN CONSTRUCTION SHALL BE AS REQUIRED to U.S. HUD FEDERAL BY THE N.Y. AMERICAN WATER CO. 4 INSURANCE ADMINISTRATION I 1 10. �'THE EXISTING STRUCTURES ON THE SITE SHALL BE 05 1 1 ELEV. 36.0 FT. to V . . - - - . I � ..... .0 0 DEMOLISHED AND MATERIALS NOT SUITABLE FOR FILL . . . . . . .............................. GAR J7 9 SHALL BE TRUCKED OFF - SITE. 374 THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH THE VILLAGE TO CARRY as -M. .34.1 .13 4.4 ...... CAR 317.5 OUT THE DEMOLITION IN A PROPER MANNER, AS C) Jill 360 U, E3 L I N 10) xfi 4.5 4. f 1� t :11 .5 (3 REQUIRED BY THE VILLAGE, 34. A5.0 610 11. RETAINING WALLS SHALL BE CONSTRUCTED 34.8 �o N ACCORDING TO THE PLANS, HOWEVER SHOULD C,4R FZ 9 hp 89 34.7 �74 36.89 36.0 UNSUITABLE MATERIALS BE FOUND, THE CONTRACTOR OR BS .37.0 :I I �01 DEVELOPER SHALL NOTIFY THE VILLAGE OF ANY CHANCES 3611 14 GAR 36.5 V) - .5 REQUIRED FOR SUPPORT OF THE WALL, AND SUCH .7 0 'K( REDESIGNS MUST BE PREPARED BY A N.Y.STATE 35.0 C, .4 •-J::i LICENSED PROFESSIONAL ENGINEER AND SUBMITTED TO 35.2 THE VILLAGE'S CONSULTANT FOR APPROVAL PRIOR TO si� A Fc 136.5 6 6 Q: Co CONSTRUCTION OF THE SAME. BS 3ZO GAR 36.5 80 7- New 35.6 f I 1- 35.0.3.9 /V 34.4 00 7'0, 34 34.8 �� j 34.2 .9 -k ""10'45- 0 4) 33.9 35.2 lez. 34.6 .7-7 Zzz ail 34.1 f 441 35.6 .35.7 WYMAN STREET TOWNHOUSES VILLAGE OF RYE 140.91 BROOK 0 N.F. RONALD GIORGI 35.1 P r 8.3 WESTCHESTER CO., NY k:4 N 88 3 75-0- CONSTRUCTION DRAWINGS W 100.00, 34,8 F -I NA L S I 7E7 F--> I A P --j of rvEW-1 Al MqSTnaCD I rl_i C:D F=:> I r ---j 201 DATE MAY 5) SCALE. 1987 P/L\LPH GEORGE MASTROMONACO, P.E. V) SHEET I OF SHEETS Consulting Engineer EX. SMH 90 Amber Drive, Croton -on -Hudson, New York 40520 R/Ad 34.98 < N, F. JOHN GIORGI oe\A I V.18 LU (914) 271-47621 4763 ot LEGEND CATCH BASIN DRAIN MANHOLE + SAN, SEWER MANHOLE 0 LL z -j HYDRANT DRAIN IN LET W WA TER VAL VE (n HEADWALL OR Y WELL UL (n -J C] STREET LIGHT LU MONUMENT (10 APPROVED BY. BUILDING INSPECTOR -10 APPROVEDBY.. �]V ENGINEERINGCONSULTANT APPROVED BY- N.Y. AMERICAN WATER WORKS All specifications, materials and methods of construction to be in accordance with the Village Construction Standards and Specifications and with the requirements of the Board of Trustees Resolution of Approval doted 1987. Approvedb I Y. R er and Mayor 0 .0 o" 4 2 29.1 W 0 OD CE cr_ 30.3 N� , P,7 alov-1 0,WNH" S Azz <\ 6 0 NX\\ -\O RCP .4 -'ROOK P� 3.3.6 j T' NY 1 FG 38-8 24" VILLAGE OF RYE 31.7 33.4 z ♦WE :)TCHESTER COUNTY DEPARTMENT 07 HEALTH 0 0 0.;" DIVISION OF ENVIRONMENTAL HEALTH SERVICES 33.4 WHiTE PLAINS, N. Y - ------- §U.Q.3..W ......... Is, plans for 4, 3.3. .0 \4 AY .6 or �,Qroby approved pursu-t..---nir to Pian�t N,,aw York Sfafe 5eln- 6 e< - C "e as Ar: 117 Ct.. 17 o, a o U.#tYl'ts0 nT, V n Ig 1 P3 33.8 ss, ♦ 33. +A� C q , *0 r 8 7 0Z o'cytrion L-aw. 54;, f f, 4 ♦ 33.5 "a ........ 1�> 33.7' A aaf Co. m i -f 4,--�) tr$e r He, a • 33.9 33.8 Aj -A, A1\ LLJ -to z (13• 5q.O ♦ ...... soe 34. 7.2 4.8 NOTES: 34.3 .0 4.3 9 4. `er1. THE CONTRACTOR SHALL LOCATE AND VERIFY IN THE FIELD ALL UTILITIES - GAS, WATER, ELECTRICAL - BEFORE THE START OF CONSTRUCTION. 34.3 .0 2. THE INSTALLATION OF WATER AND SEWER SHALL BE 34.2 9 10 ...... . UNDER THE DIRECTION OFA N.Y. STATE LICENSED PROFESSIONAL ENGINEER. 3. EROSION CONTROL MEASURES, INCLUDING STAKED C� HAYBALES, SHALL BE REQUIRED AS DIRECTED BY THE "'SO 3 VILLAGE, ACCORDING TO STANDARDS DESCRIBED IN THE 35.4 37 (3 Ica 4) 35.4 0 > ♦WESTCHESTER COUNTY BEST MANAGEMENT PRACTICES 4u I I 36: to MANUAL FOR CONSTRUCTION ACTIVITIES. lot, CO 4. AS BUILT PLANS SHALL BE REQUIRED FOR ALL 34.8 .0 'L I I I I I I I I I I (o 37.1 1 1 1 INSTALLATIONS AND CERTIFIED BY A N.Y.STATE LICENSED PROFESSIONAL ENGINEER. .0 -,J PRIVATE LANDS, SHALL BE RESTORED TO NEW In: FG �'37.8 -0 -37 CONDI TIONS. 27.1 C4R 37 0 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 15. 0 J6 �) z -- APPLICATIONS AND PERMITS REQUIRED FOR 6j' CONSTRUCTION. jo, x34.6 7. Mile, THE ROAD AND UTILITIES SHALL BE STAKED IN THE R rN I V 8.4c� M L" -MTF- i N. T - Z-) I /A f r- Ll Z:)LJff Vt Yi R. 00 1 1 A 0 8- UNDERGROUND -GAS, AN L NOTE. 100 YR. FLOOD TAKEN FROM D E 9,CTRIC SHALIL,BE AS .0 LA AND CON EDISON. 0 .2 J7 as 10-1 FLOOD INSLJRANCE,STUQY GAR 7.5) 111 2 00 co TOWN OF RYE 719, 28' 34.9 9. WATER MAIN CONSTRUCTION SHALL BE AS REQUIRED to U.S. HUD FEDERAL BY THE N.Y. AMERICAN WATER CO. 4 INSURANCE ADMINISTRATION I 1 10. �'THE EXISTING STRUCTURES ON THE SITE SHALL BE 05 1 1 ELEV. 36.0 FT. to V . . - - - . I � ..... .0 0 DEMOLISHED AND MATERIALS NOT SUITABLE FOR FILL . . . . . . .............................. GAR J7 9 SHALL BE TRUCKED OFF - SITE. 374 THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH THE VILLAGE TO CARRY as -M. .34.1 .13 4.4 ...... CAR 317.5 OUT THE DEMOLITION IN A PROPER MANNER, AS C) Jill 360 U, E3 L I N 10) xfi 4.5 4. f 1� t :11 .5 (3 REQUIRED BY THE VILLAGE, 34. A5.0 610 11. RETAINING WALLS SHALL BE CONSTRUCTED 34.8 �o N ACCORDING TO THE PLANS, HOWEVER SHOULD C,4R FZ 9 hp 89 34.7 �74 36.89 36.0 UNSUITABLE MATERIALS BE FOUND, THE CONTRACTOR OR BS .37.0 :I I �01 DEVELOPER SHALL NOTIFY THE VILLAGE OF ANY CHANCES 3611 14 GAR 36.5 V) - .5 REQUIRED FOR SUPPORT OF THE WALL, AND SUCH .7 0 'K( REDESIGNS MUST BE PREPARED BY A N.Y.STATE 35.0 C, .4 •-J::i LICENSED PROFESSIONAL ENGINEER AND SUBMITTED TO 35.2 THE VILLAGE'S CONSULTANT FOR APPROVAL PRIOR TO si� A Fc 136.5 6 6 Q: Co CONSTRUCTION OF THE SAME. BS 3ZO GAR 36.5 80 7- New 35.6 f I 1- 35.0.3.9 /V 34.4 00 7'0, 34 34.8 �� j 34.2 .9 -k ""10'45- 0 4) 33.9 35.2 lez. 34.6 .7-7 Zzz ail 34.1 f 441 35.6 .35.7 WYMAN STREET TOWNHOUSES VILLAGE OF RYE 140.91 BROOK 0 N.F. RONALD GIORGI 35.1 P r 8.3 WESTCHESTER CO., NY k:4 N 88 3 75-0- CONSTRUCTION DRAWINGS W 100.00, 34,8 F -I NA L S I 7E7 F--> I A P --j of rvEW-1 Al MqSTnaCD I rl_i C:D F=:> I r ---j 201 DATE MAY 5) SCALE. 1987 P/L\LPH GEORGE MASTROMONACO, P.E. V) SHEET I OF SHEETS Consulting Engineer EX. SMH 90 Amber Drive, Croton -on -Hudson, New York 40520 R/Ad 34.98 < N, F. JOHN GIORGI oe\A I V.18 LU (914) 271-47621 4763 ot PLAN DETAIL OF 45* THRUST BLOCK N. T. S. PLAN DETAIL OF 22 112 - THRUST BLOCK N. T. S. END VIEW PIPE SIZE A a 6#Y-8" 6" 1 �16 10"-12's 10" 4 14"-16- 113" 3 32" '346 118 ** 0 _ 8 ' —20" 1 18- 40" 241 24' 1 42" END VIEW PIPE SIZE A a 6#Y-8" 5- 16#' 10"--12»7pp 20" A 14"— 1 48" 30" 18"-20" 9"36:' 40" 24- 12- 48 op 0% 35 s u- 30 ti PLAN DETAIL OF TEE THRUST BLOCK N. T. S. PLAN END VIEW PIPE SIZE A a s„-8" 14" 16" 10"-1.2" 20" 24" 14"-16" 48" 32"- 18"-20" 1 60" 1 40" 24" 1 72" 48 op END VIEW PIPE SIZE A B 6'r-87 14 16 10"-12" 20" 24" 14"-16" 24" 32" 18"-20" 30" 40" 24- 36" 4 DETAIL OF 900 BEND THRUST BLOCK N. T. S. ZE FpRopoSE1) D GRADE EX. GRADE: 18" RCP 0 DRAIN N (6 N Oz 20 4 0+00 &M 36 M 32 –0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 uj z rn A -- 25 25 N ROAD PROFILE O 00 00 (o u- 6 C) HOR: 1 20' VER T. 1"= 2' i Lo C) + c� c) N > + CN c� V- + V) n > C) > 0 V �t + 5 it > + 0 +� -j 1 + 6 z C) + C14 20 19 zu n + 1 (6 Z uj 40 40 40 (6 (6 (6 Lu (n ;-i Lu :5; 0: cr CD 35 35 I - - - - - I - -- - - - - - -------- - - - - - - - --- - - - - - 35 VC 2 L=80' -- - - - - - - — - - - - - - - - - - -- - - - - - — - - - - 45-63 LF 18" 38 I -OX VC 3 L=60' 87.95 LF 18" RCP 1.07 VC 4 L=80' OCL39.71 K (�) 65.34 LF 18" ACCMP 1-07- LF 18' RCP 1.0% +1.00% 00% -00- VC 1 L=60 �00 AIA. to F34) C14, 04 00 00 ro N (o 36 0 to CD (o (6 (6 tp . ...... 0. 714,.r > —w - — — — — — — — — — — uj 41 -4�x—gL:?ADE ui — — — — — — — — — --- ;- uj uuj i I uj to (o ui to (o -i ui uJ -i 6j, UJ W ui ------- ----------- uj Lu 34 + (M 4 (14 co 4 C)'4 -1 LLJ o (o 6 N (o (6 Lo tr) Lr) 00 tf) tf) rio + + n L0 C) to + C) n 0: f) n + n + + 0) + + + + 04 + 04 + C14 0) +- 141 Lli:4j 5; > CL > 04 Q- 41 .i tilCL -1 WCL 10- X CL Q- - CL -i Q- a- I-, a: I Q- CL 32 32 –0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 uj z 'n wr ................... * ... ...... . 30 30 30 ....... ... 3. 0% PVC SDR 35 W. LF 5 w 15 0. 2-�—� rn A -- 25 25 N ROAD PROFILE O 00 00 (o u- 6 C) HOR: 1 20' VER T. 1"= 2' i Lo C) + c� c) N > + CN c� V- + V) n > C) > 0 V �t + 5 it > + 0 +� -j 1 + 6 z C) + C14 20 19 zu n 1 (6 40 40 40 (6 (6 (6 (n ;-i 0: cr CD 35 35 I - - - - - I - -- - - - - - -------- - - - - - - - --- - - - - - 35 -- - - - - - - — - - - - - - - - - - -- - - - - - — - - - - 45-63 LF 18" RCP I -OX 87.95 LF 18" RCP 1.07 OCL39.71 K (�) 65.34 LF 18" ACCMP 1-07- LF 18' RCP 1.0% 'n wr ................... * ... ...... . 30 30 30 ....... ... 3. 0% PVC SDR 35 W. LF 5 w 15 0. 2-�—� 0+00 0+50 1+00 1+50 2+00 2+50 0+50 1+00 1+50 SANITARY SEWER PROFILE DRAIN PROFILE SCALE: HORZ. I', = 20' VERT. 1" = 5' SCALE. HORZ. 1" = 20' VERT: 1" = 5' RALPH GEORGE MASTROMONACO, P.E. Consulting Engineer 90 Amber Drive, Croton -on -Hudson, New York 10520 (91 4j 271-4762 14763 WYMAN STREET TOWNHOUSES VILLAGE OF RYE BROOK WESTCHESTER CO., NY CONSTRUCTION DRAWINGS U-F/L-ITY' F>F�(DF-H ES ROAD., DRAIN AND SEWER DATE MAY 5, 1987 SCALE ASSHOWN SHEET OF SHEETS Qg;\j. NIV-\-,r 1�07 rn 25 -- 25 25 N O 00 00 (o u- 6 C) N of C.) c) 0 i Lo C) + c� c) N > + CN c� V- + V) n > C) > 0 V �t + :> > + 0 +� -j 1 + 6 z C) + C14 20 19 zu n 1 0+00 0+50 1+00 1+50 2+00 2+50 0+50 1+00 1+50 SANITARY SEWER PROFILE DRAIN PROFILE SCALE: HORZ. I', = 20' VERT. 1" = 5' SCALE. HORZ. 1" = 20' VERT: 1" = 5' RALPH GEORGE MASTROMONACO, P.E. Consulting Engineer 90 Amber Drive, Croton -on -Hudson, New York 10520 (91 4j 271-4762 14763 WYMAN STREET TOWNHOUSES VILLAGE OF RYE BROOK WESTCHESTER CO., NY CONSTRUCTION DRAWINGS U-F/L-ITY' F>F�(DF-H ES ROAD., DRAIN AND SEWER DATE MAY 5, 1987 SCALE ASSHOWN SHEET OF SHEETS Qg;\j. NIV-\-,r 1�07 azo � aLL LL LLJ LIJ REMOVE EXISTING to 0 RUBBLE WALL CO 0 PREVENT RUBBLE Zr -i FROM FALLING. -0 0 l I RADE I OF 5 FOR CONI v - -- - -- - -- - -- FOOTING I uj BASE ELEV. 27.3 FT STEEL SHEET PILING cr_ SEE NOTE "A" AT RIGHT W_! Lu ui Q) 20.0 1 0+10 0+20 0+30 NEW WALL AND RELOCATION SECTION SCALE: 1 " == 4' NOTE: USE NEOPRENE WATERSTOP AND EXPANSION JOINTS EXP. JOINTS TO BE 20' ON CENTER Ly--,&- *0 r -i r -i r -1 I t ji. T4' #4-6" cc cc Cc 6. c 44- vic cc -24 jCCjl'qj I t - #8-12" cc 6 if #4-6" cc #4-24" cc #4-8" cc 12' #8-12" cc 2" clear. #4-10" cc #4-10" cc -2 6 2.75'- #4-12" cc 10"" c #4-12ccc -6--aP's e 1.5 #4-10" cc 1 6.25' s 8.0' f 2.5' #4-10" cc -+1,65'1," 1.5 #4-12" cc - #4-12" cc 4.67'- .#4-10" cc STRUCTURAL DETAILS OF RETAINING WALLS FOR VARIOUS HEIGHTS SCALE: I " - 4' #4-12" cc - #4-12" cc a 40.0 30.0 1 20.0 0+40 0 40.0 30.0 NOTE. I. WALLS SHOWN SHALL BE CONSTRUCTED ALONG THE BLIND BROOK AND ALONG A DRAINAGE SWALE AT THE BORDER OF THE EXPRESSWAY, 2. WALLS SHALL HAVE FOUNDATION ON UNDISTURBED MATERIAL, FREE FROM ORGANIC MATTER, FILL MATERIALS, OR SILT SOIL TYPES. 3. IN THE EVENT THAT UNSUITABLE SOILS ARE FOUND, THE MATERIALS MAY EITHER BE REMOVED AND REPLACED WITH COMPACTED GRANULAR SOILS, OR PILES MAY BE REQUIRED. 4. THE STREAM RANKS NEAR THE WALL FOOTING SHALL BE TREATED WITH GASION MATS FOR THEENTIRELENOTI-4 OF -NEW CONSTRUCTION, ALONG 6. THE CONTRACTOR IS, RESPONSIBLE FOR ALL PERMITS, FEES, ETC. FOR WORK ALONG THE BROOK AND DRAINAGE SWALE. 7. DEWATERING OF THE FOOTING TRENCH MAY BE REQUIRED. THIS SHALL BE ACCOMPLISHED USING GRAVEL PACKED SUMPS AND PUMPING. 8. THE BANKS OF BLIND BROOK SHALL BE CLEANED OF DEBRIS AND TREATED, HOWEVER, THERE SHALL BE NO OTHER DISTURBANCE TO THE BANKS. C-Tylpt) CL NOTE "A": INTERLOCKING STEEL SHEET -LEL. < PILING SHALL BE DRIVEN 25.0 FT. (TYPICAL -ALL CASES ABUTTING BROOK) LLI TO ELEV. OF TIP 25,0 FT d a LLI IS REQUIRED BEFORE APPROVAL LL OF CONSTRUCTION MAY BE APPLIED FOR.) ntp CL w LL i 40.0 FINISHED GRADE 37.2+1 1 1 00 100 YEAR FLOOD ELEV. 36, 0 FT. (SEE SHEETS 1 OF 5 FOR CONTOURS) 0 ><i Co W 0 L------ _j 30.0 0� \00 G P' 12 CRUSHED STONE FOOTING le' -L 17"6 40.0 30.0 NOTE. I. WALLS SHOWN SHALL BE CONSTRUCTED ALONG THE BLIND BROOK AND ALONG A DRAINAGE SWALE AT THE BORDER OF THE EXPRESSWAY, 2. WALLS SHALL HAVE FOUNDATION ON UNDISTURBED MATERIAL, FREE FROM ORGANIC MATTER, FILL MATERIALS, OR SILT SOIL TYPES. 3. IN THE EVENT THAT UNSUITABLE SOILS ARE FOUND, THE MATERIALS MAY EITHER BE REMOVED AND REPLACED WITH COMPACTED GRANULAR SOILS, OR PILES MAY BE REQUIRED. 4. THE STREAM RANKS NEAR THE WALL FOOTING SHALL BE TREATED WITH GASION MATS FOR THEENTIRELENOTI-4 OF -NEW CONSTRUCTION, ALONG 6. THE CONTRACTOR IS, RESPONSIBLE FOR ALL PERMITS, FEES, ETC. FOR WORK ALONG THE BROOK AND DRAINAGE SWALE. 7. DEWATERING OF THE FOOTING TRENCH MAY BE REQUIRED. THIS SHALL BE ACCOMPLISHED USING GRAVEL PACKED SUMPS AND PUMPING. 8. THE BANKS OF BLIND BROOK SHALL BE CLEANED OF DEBRIS AND TREATED, HOWEVER, THERE SHALL BE NO OTHER DISTURBANCE TO THE BANKS. 20.0 1 0+00 PROFILES SHOWING EXISTING WALL AND NEW WALL CONSTRUCTION ALONG BLIND BROOK #4-8" cc #4-12" cc #4-24" cc " p-0-12cc, 6.0' 1.5' �L #4-12" ccia:Zi. #4-12" cc #4-12" cc v, E -J #4 14" c4 -1 i-- 3.6 7' ll� r 1 20.0 01* - t4. tlow 0+10 0+20 0+30 0+40 REBUILDING EXISTING WALL SECTION SCALE: 1 4' cc a POST FENCE ANCHORED IN WALL (24-) TOP WALL ELEV. 40.0 DECORA Tf VE WALL SHALL BE OF STONE MATERIALS, NOT OVER 30- HEIGHT 3.5' SLOP G AWAY FROM 0 BACKFILL WITH WALL CRUSHED STONE USE GRANULAR MATERIAL FOR BACKFILL 6- DIA. WEEP HOLES WITHIN 12' OF WALL U - ELEVATION 34.0 10' CENTERS - Lu osla ",, 3000# REINFORCED Of CONCRETE WALL P�'�\' O� tCp'\' a\ sp1. :�A\o GP' SHED G'� n STONE OPK 12' 3000# REINFORCED CLEAN BANK 3" KEY AND T. TER J96fPRETE FOOTING o• rx�u scar SUMAM STEEL SHEETING FOR PREVENTION FOUNDATION FOR WALLS SHALL BE ON OF UNDERMINING UNDISTURBED EARTH OR HARDPAN. FOOTING. (SEE NOTE "A" ABOVE) TYPICAL WALL FINISHED DETAILS SCALE. I" = 4' RALPH GEORGE MASTROMONACO, P.E. Comulting Engineer 90 Amber Drive, Croton -on -Hudson, New York 10520 (914) 271-4762 / 4763 WYMAN STREET TOWNHOUSES VILLAGE OF RYE BROOK WESTCHESTER CO... NY CONSTRUCTION DRAWINGS FI N,41 SITE P'L_,A P-4 RETAINING WALL DETAILS SCALE 1 " = 20' DA TE: MA Y 5, 1987 SHEET 4 OF SHEETS C-Tylpt) NOTE "A": INTERLOCKING STEEL SHEET -LEL. < PILING SHALL BE DRIVEN 25.0 FT. (TYPICAL -ALL CASES ABUTTING BROOK) TO ELEV. OF TIP 25,0 FT (NYS LIC. PROFESSIONAL ENGINEERS CERTIFIED REPORT ON ALL PILING LLI IS REQUIRED BEFORE APPROVAL OF CONSTRUCTION MAY BE APPLIED FOR.) ntp 20.0 1 0+00 PROFILES SHOWING EXISTING WALL AND NEW WALL CONSTRUCTION ALONG BLIND BROOK #4-8" cc #4-12" cc #4-24" cc " p-0-12cc, 6.0' 1.5' �L #4-12" ccia:Zi. #4-12" cc #4-12" cc v, E -J #4 14" c4 -1 i-- 3.6 7' ll� r 1 20.0 01* - t4. tlow 0+10 0+20 0+30 0+40 REBUILDING EXISTING WALL SECTION SCALE: 1 4' cc a POST FENCE ANCHORED IN WALL (24-) TOP WALL ELEV. 40.0 DECORA Tf VE WALL SHALL BE OF STONE MATERIALS, NOT OVER 30- HEIGHT 3.5' SLOP G AWAY FROM 0 BACKFILL WITH WALL CRUSHED STONE USE GRANULAR MATERIAL FOR BACKFILL 6- DIA. WEEP HOLES WITHIN 12' OF WALL U - ELEVATION 34.0 10' CENTERS - Lu osla ",, 3000# REINFORCED Of CONCRETE WALL P�'�\' O� tCp'\' a\ sp1. :�A\o GP' SHED G'� n STONE OPK 12' 3000# REINFORCED CLEAN BANK 3" KEY AND T. TER J96fPRETE FOOTING o• rx�u scar SUMAM STEEL SHEETING FOR PREVENTION FOUNDATION FOR WALLS SHALL BE ON OF UNDERMINING UNDISTURBED EARTH OR HARDPAN. FOOTING. (SEE NOTE "A" ABOVE) TYPICAL WALL FINISHED DETAILS SCALE. I" = 4' RALPH GEORGE MASTROMONACO, P.E. Comulting Engineer 90 Amber Drive, Croton -on -Hudson, New York 10520 (914) 271-4762 / 4763 WYMAN STREET TOWNHOUSES VILLAGE OF RYE BROOK WESTCHESTER CO... NY CONSTRUCTION DRAWINGS FI N,41 SITE P'L_,A P-4 RETAINING WALL DETAILS SCALE 1 " = 20' DA TE: MA Y 5, 1987 SHEET 4 OF SHEETS CASTING AND COVER SHALL BE EQUAL TO PATTERN 1112038 AS MANUFACTURED BY CAMPBELL FOUNDRY CO. HARRISON, N.J. rte'" 20R 4" VERTICAL FACE 1 OR � s __ COMPACT BACKFILL /N 12" LAYERS TOP OF CASTING FINISHED GRADE 'I 2 COURSES OF BRICK�72 C----1� EMBEDDING DETAIL ASPH. CONC. TOP ,_ 0., \ ASPH. CONC. BASE RC PIPE - ASTM GLASS !V GALV. STEEL „ 24 CLEAN BACKFILL 9 112 ACCM PIPE - 12 GAUGE ♦ » 2 RE -BARS, STEEL PICKETS, OR FDIC. 2" x 2" STAKES 1 112' TO 2'� CAST IRON STEPS 12" BITOMASTIC OR EQUAL WIRE OR NYLON ASPHALT CONCRETE CURB \' 25 x 0. D. IN GROUND \ EQUAL TO CAMPBELL TROWELLED ON WATERPROOFING BOUND BALES N. T. S. PLACED ON PA TTERN #2588-1 THE CON TOUR IFLOW - --�- 6" _ 314" CRUSHED STONE 6 NEOPRENE GASKET 7__\� �'� PRECAST CONCRETE RISER — — — — — SECTION AS NEEDED 6" 1„ ST oR MSE WR TRENCH, E E CH_ T BE DDIN �.�i� G ETA! _ ,q �-.. TAIL- 5- ` 5 1. LOG TON ; QF� NAYBALES SHALL BE N. T.S,,., - ` AS REQUIRED TO PREVENT SOIL FROM 6" REVEAL ENTERING BLIND BROOK DURING 4'-0" MIN. DIA. -' 4 CONSTRUCTION. HAYBALES MUST -- -- BE MAINTAINED CONTINUALLY DURING CONSTRUCTION. 18" 3000 PSI CONC. FRAME AND GRATE CAMPBELL #2541 PIPE 6" MIN.- — — — — — WOOD FLOAT SLOPE 1J4"/FT ANCHORING DETAIL 12" FACE AND'TOP) TOOL ALL JOINTS _ RUBBER BOOT FOR SEAL CONST, JOINTS - )10' O. C. 18" TO 48" EXP. JOINTS - 30' O.C. PRECAST CONCRETE BASE — .� 2 COURSES RISER SECTION AS NEEDED 7" .�-�'r� BRICK (CONC. _ _ tri -Y-_� PAUED WIDTH - 28 8 PRECAST CONC. FPRECAST CONCRETE 3000 PSI 3' OR CONC. BLOCK AS SPECIFIED 8" ` CONCRETE CURB DETAIL 4'-00" 2,_6" 8" &" COMPACTED SAND OR #2 CRUSHED STONE n p WFILL N. T S. !/1 7✓ \ X \yrl iris !« iii %' */ti Y \. ,,�' \ ,it Y \ CONC. 4URt� tr ,%\\� � UNDISTURBED MATERIALS \\\ ., Air ��^N6'-O" DIA. 1" PER FT. ell— SANITARY MANHOLE DETAIL p�" R F'T• 41 1 4 PE 'E'R FT N.T.S. TERIAL RDRAIN BACKFILL WITH BANK RUN GRAVEL - 4" TOPSOIL AND SEED SLOPE TO C.B.'S AS DIRECTED CLASS i CONC. BASE C INTERSECTION 1-112" TOP COURSE NYSDOT ITE OF PIPES 403.1701 ASPHALT CONC. 4„ 3/4" TRAP ROCK p•. a. . „ L=LENGTH OF PIPE 00 1-112" BINDER COURSE NYSDOT ITEM 403.13 8 � FRONT VreW a ev t� C3 8,. F ASPHALT CONCRETE y. > SIDE WE L12 L12 3" BASE COURSE NYSDOT ITEM 403.11 PERFORATED OR TEL. AND ELEC. ASPHALT CONCRETE OR POROUS PIPE 6" SUBBASE COURSE NYSDOT ITEM 304.02 NOTE UNDERDRAIN REQUIRED IF DETAIL OF CATCH BASIN COARSE GRANULAR MATERIAL SUBSURFACE WATER FLOW IS ENCOUNTERED N. T. S. AND WHERE DIRECTED BY ENGINEER SEP.=1 S TYPICAL ROAD SECTION N. T. S. SANITARY SEAR OR STORM pRAIN 12" CRUSHED STONE SURROUNDING STRUCTURE DETAIL OF SANITARY SEWER OR STORM DRAIN HYDRANT AS PER 'WATEROUS' ORAS APPROVED BY NY AMERICAN WATER MAIN CROSSING WATER CO. - MAKE: 4,-, (2 - MODEL # AC;- t�q, _ PIPE CLAMPS RODS BOLTS STEEL WASHERS 6" 112" x 2" 3/4" 518" 112 to x 3" 2-112" 314- 518" 1/257-), 3" loll 5/8 x 2-112" 70 34 112" x 3 12 518- x 3' 1' 7 8 1/2" x 3-1/2" f NOTES: i I. MIN. CONC. STRENGTH 4,000 PSI - 28 DAY I 2. STEEL REINFORCEMENT ASTM A-615-75 I GRADE 60 1" MIN. COVER _• ,, i "r NOTE. WATER INSTALLATION I ^ I 3. DESIGN LOADING IS LIGHT ,C7t�.�Y.,� o '� .I FN NON PRESSU RE PVC, C.AS _1 RO N VITRtFrED.TLE OR ASBESTOS EQUAL CLOWOR COO, S WERPIP 'PASSES BENEATH vArNW1THAVERTrCAL OPE RIGHT RESILIENT , ,SPARATrON OF THAN18IN HES THEN THE SEWER OR DRAfNLI 4 ,h , a r, ti _. v .. ♦♦ a8 VE`� MUST BE INSTALLED AS FOLLOWS: 2" MIN 6"' MAX 18" MIN. VALVE BOX ♦ A.) THREE LENGTHS OF EITHER CAST IRON' OR ASBESTOS CEMENT PI i _: MAKE: ♦"% tl MODEL # CURB a : MUST BE USED. THE MIDDLE LENGTH SHALL BE ♦ PLACED SO THAT THE JOINTS ARE EQUIDISTANT FROM THE PLAN WATER MAIN (SEE DETAIL). B.) THE THREE LENGTHS OF PRESSURE PIPE MUST BE TESTED IN 5}.._O•> THE SAME MANNER AS REQUIRED FOR WATER MAINS (SEE SPECS.) UNDISTURBED GROUND C.) IN THOSE CASES WHERE, DUE TO FIELD CONDITIONS, THE 5 112' STANDARD HYDRANT 5" DIA. INLETF001 000 ❑ ® �� ° r� SANITARY SEWER OR DRAIN MUST BE PLACED ABOVE THE WATER #3 CRUSHED STONE ❑ GI 0 0 , ;,` MAIN, THE REQUIREMENTS AS STATED IN (A), (B) MUST BE ik - 0 ❑ 00i' ADHERED TO. BACKFILL TO WITHIN 4'-6" MIN COVER 1 11 18" OF F. G. 4' MIN' 000 0 09 D.) REQUIREMENTS AS STATED IN (A) AND (B) WILL ALSO APPLY TYPICAL VALVE 1" TYPE K COPPER PIPE FOR SERVICES G0 Ci 0WHEN HORIZONTAL SEPARATION BETWEEN THE SANITARY SEWER 2' SQ. CONC. WEEP HOLES IN BASE INSTALLATION CORP. STOP FOR TESTING 1,1 --AS PER NY AMER. WATER CO.l6,—Ss, AND STORM DRAIN AND WATER LINES IS LESS THAN 10 FEET THRUST BLOCK � TO BE FREE OF OBSTRUCTIONS \ 5'- 7" ❑ ❑ 11013 AND VERTICAL SEPARATION LESS THAN 1$ INCHES. (2500 PSI GONG) + ❑O 000 E.) ALL WATER MAN CONSTRUCTION SHALL CONFORM TO THE 0 00._ ❑ 0 000REQUIREMENTS OF THE AMERICAN WATER WORKS CO. (PORT 6„ ._ ❑ © 0 Ll 0 3'-6" CHESTER WA TER WORKS). 0 0 0 0❑® 000 F.) MINIMUM OF 10 FEET SHALL BE MAINTAINED BETWEEN SANITARY � CORP. STOP FOR SERVICES 0 0 0 ❑ Q d 0 0 C1 SEWER AND WATER OR STORM DRAIN LINES. WHERE WATER OR 000 © 0 L7 000 � WATER MAIN 1100 � D D ®O Ci STORM DRAIN LINES CROSS SANITARY LINES, A MINIMUM VERTICAL SURROUND WITH 1 112" SEPARATION OF 18 INCHES SHALL BE MAINTAINED AND AT LEASTCRUSHED STONE 6'-s„ 5 FEET IN EITHER DIRECTION FROM THE CROSSING, PRESSURE MN. ALL SIDES TIE RODS BOL TS AND CLAMPS NOTE: ALL CONNECTIONS FROM MAIN 18' 4 . .. TYPE PIPE JOINTS, OR CONCRETE ENCASEMENT SHALL 8E USED. TO CURB BOX TO BE MADE SEC TION,� G.) WATER PIPES SHALL BE HARNESSED AT ALL BENDS AND THRUST 1F GROUNDWATER ENCOUNTERED WITHIN BY N.Y. AMERICAN WATER CO. TYPICAL DRYWELL DETAIL BLOCKS SHALL BE PROVIDED AS NECESSARY. 12" SQ. FLAGSTONE N. T. S. H.) WATER LINES SHALL BE DISINFECTED AND TESTED BEFORE OR 18" SQ. CLASS 7 FT. OF SURFACE - WEEP HOLES SHALL DUCTILE IRON PIPE CL 50 8E PERMANENTLY PLUGGED AND HYDRANT PLACING IN USE. CERTIFICATION OF WORK SHALL BE MADE BY A 'B° CONC. PAD DRAINED BY PUMPING. LICENSED PROFESSIONAL ENGINEER. STREET TDW WATER CONNECTIONS SECTION I�I I�INOUSES NOTE: SANITARY SEWER INSTALLATION N. T. S. WYMA A.) HOUSE CONNECTIONS SHALL BE MADE WITH 8" X 4" WYE 45 DEG. SOF NEW VILLAGE OF RYE BROOK AND SHALL HAVE A MINIMUM PITCH TO THE HOUSE OF 1/4 INCH i ���QR MA PER FOOSTS, � T RALPH TCH ES TER CCS. , NY B.) SEWER SHALL BE TESTED RFODINFILTRATION ACCORDING TO METHODS OFTHEWESTCHESTERCOUNTYBOARD I=ALPH GEORGE MASTRO ONA P �� p �� 5 , a CONSTRUCTION DRAWINGS OF HEALTH. C.) CERTIFICATION OF WORK SHALL BE MADE BY A LICENSED Consulting Engineer +I � F-1 NA L S I 7E P LA ISI PROFESSIONAL ENGINEER. 90 Alitber ®"ve, Croton -on -Hudson, New York 10520 aw (914) 271-47621 4763 TYPICAL AND SPECIAL DETAILS SCALE: 1'" = 20' DATE: MAY 5, 1987 SHEET OF SHEETS