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HomeMy WebLinkAboutPlansFAIRFIELD COUNTY \0 WESTCHESTER COUNTY 120A EX. 316.72', EX. . . .... S. 82*12'38" W MON. MON. 24.3y t EX. WELL TO BE, ABANDONED AND si TE BACKFILLED 0 v� C� 40' pl. J� 1111J, "J, \�O Rim 81.5 EDGEWOO INV, 77,50 DR. 0 0 75' 4�: 15266.14 s. f. C�l 47 ,-1 VILLAGE OF 0.350 acres W1 F.F. 89.0 F.F. 97.0 RYEBROOK GAR. 96.0 GAR. 88.0 Q WOODLAND Id DR. 0 Q z 16075.99 s -f 0 4 0. 369": acres 4i 9 .5 3, Q) VILLAGE -OF b� PORT CHESTER' VIEW COURT SHALLWOT BE. USED 15410.42 s -f NOTE: CASTLE OR ACCESS DURING SITE CONSTRUCTION PHASES. F 0,354 acres ACC SS SHALL�� BE LIMITED TO ACTIVITIES REQUIRED LOCATION MAP 40' FOR INDIVIDUAL HOME CONSTRUCTION ONLY. N MUST. BE SCALE: 1 1 200' EX ON TO THIS LIMITAT70 SMH�3 P CEPT' 0 STA. 3+14.41,� ASSISTANT 9 'A PROVE BY'DIRECTOR OF PUBLIC WORKS OR 0,1 UILDING INSPECTOR.) v RIM 90.J6 STA.- 0+62.44 1 V. i!�,,3.87 RIM -81.0 INV. 73.79 4 STA RIM,8 +56.77 -Zp. EX. HYD DI -I IN V. ­1:o7L - - - - - - V, J, RIM 81.0 INV.,,l �v. DRAINARE TILITYZAtEMENT' 40' EX. W. V. 112AV� L S too - 35 I'm S- L.F. 18" S, P. 8" SAN. SEWER 87.27 01 L.Op. j �A �RO H 9. 34� EP 7 A -�*�O.3 L.F. 1V!.tMP j'.0 A MON. -\VALVE CA4 N! r 9. op. CL 50 Dip WAT A J WET T P SLEEVE -54 44-L.F. 8- PVC V SOR 35 1.00% RIM 83.5 EXISTING PROPOSED INV. 78.17 EX: CB PRdP.: PROP. DMF! STA. 3+65.10 L-1�05.70' LEGEND' Q L.F. 1W B" W. V. EX. WELL TO BE CATCH BASIN EX SUH ABAN50NED AND RIM SOR 35 1.07. ' I BACKFILLED INV. E) H �'D. ��X' SMH L-0 � , 0 0 Im 10 .1 924 DRAIN MANHOLE A, IL 0 HYDRANT ev :15761.49 �'s-f. 60, 0 SAN. SEWER MANHOLE to 0.362 acres DRAIN INLET . ..... JR SMH WATER+ VALVE RIM 80�25 STA. 0+080 INV- 7125 P". V. HEADWALL 0.+ Y WELL 'REET LIGHT 0 ST 0 MONUMENT j EX. SMH RIM 80.62 -294- CONTOUR LINE NV. 69.34 INV- (DROP CONN.) 79,51 0) 130.44' (5) PROP If NOTE: TEMPORARY CONSTRUCTION ACCESS 106421.86 sJ. MON. 1 ". TO KING ST. SHALL BE UTILIZED OURIN I G PARII "'I F" "�. "Al- I U0 ALL PHASES OF SITE CONSTRUCTION !"CLUDING 2.443 acres: I'Yt) Ei ROAD WORK, U77UTY AND SEWER INS-1."LATION OMMN OF ENVIRONMENTAL HEALTIH. SERV`CES PUBLIC IMPROVEMAN TS� GRADING, TREE :,c:MOVAL AND SIMILAR FUNCT7ONS. SEP.. 'ITC INS N Y ...... INV. WH P��.A /Vl 9.8, C/p SAIV. CONN INV. RET. SYS. 74.0 C-7 INV. 4- SAN. 70.0 +/i-- m"omd p i,�; r $ Un ni 110 pa 1, .73 Of h, New or . a 0 ZONING ANALYSIS Z� 14- NOTE. THE INSTALLAT70N OF THE NEW SANITARY 0 SEWER CONNECTION AND THE REMOVAL OF THE G+ CONNECTION, ACROSS LOT'4, SHALL BE 1`oeL n d lo'l 7 of the N evi York '�)f Jre Enyi onmenfa�! Can. A� EXIST7N VILLAGE OF RYE BROOK Q- 15 PERFORMED BEFORE LOT 4 MAY 6E,SOLD. Ine di, F. o, e yd;` MIN LOT REQUIREMENTS 11� on L4Ny,,su6'-ec1- fo provisions of the is, one ahrl, 1 5 000 SF 00 Co AREA �j ell Fz." Q 1 100, VVIDTI­� 10 M,14 hrsi n r of Hee-11th r Erivir. Ser I VA DEPTI-A 1 2 5' d: hi, I L , Fledith S D'I \t i ji %y: SETBACK QEQLJIQEMENTS T 40' FRONT Iry PEAR 40' 0) it) EXISTING SIDE 1 5' MIN (b k CHURCH TOTAL 2 SIDES 40' J�l <( Or MP. Wtl MP VALVfS AS F�k (b CONTROL �TRUCTURE N.Y AMCRICMI WAI��' CO. EX. CB STA. 0+39.19 b RIM 78-10 00 4 RIM 79.5 DD INV.(OUT) 4.50 PIT AND I t-: K (n f-: 5z V) RALPH GEORGE MASTROMONACO, P.E. ePRIF-55UP.,E R�PLJCIN6; VA1,V5 rIT AND 5U5TAINJN(!� VALVE� -CK VALVr ANP �2HF Consulting Engineers INV. 73.42 QJ -j-2.22' EX. 8" DRAIN TO BE REPLACED WTH 13 Dove Court Cro-ion-on-Hudson, New York 10520 24" CMP 3.58% m NE11v INV. 73.95 Tti 4) 271-4762 4763 < 2C' m 462.76' ------ -------- ...... . .. . S 82 -a Q W I EX. C13 Cm 11�0 .0� EX. EX. W. V. RIM 78.77 Sm EX V. RIM 78.93 > 9 - --- - --- - --- - --- INV. 71.09 24" WM S C2 S --S S- 8- SAN. SEWER S S �71 --- - --- S COMLY --�-AVFNUE 4- WV 4' WATER MAIN W - --- - - - - - - - - P-avA;m " MV155P -, 7/lij;7/1 REVISED: 712191 REVISED: 5113191 REVISED: 4/5/91 REWSED: 316190 0. ()54b" SUBDIVISION PLAN ST. PAULS EVANGELICAL LUTI­­IEQAN CI­­IUP2CI­­l VILLAGE OF QYE BQOOK VVESTC"ESTEQ COUNTY, N. Y. SCALE: I " = 30' DATE: JAN. 30, 1990 SI-AEET I OF 4 SI­AEETS 95 . ....... ... go, 85 c00 �ZXIST- cc 77' 67 290,68 F; P RF .A TED CMP 6 '48 7 4 P� 75 + 76 7or", .1 0 0 3+ 00 4+ 00" 0 T Q M D IN 95 ---- -------- -- - -- ----- 95 90 go G P D -P fR 0 - - - - - - - - -- 85 .85 0 -6 - (N C5 I G Zrr 'X 00% x 1 .3 5r G so 80 IN V. 73.19 15 CMP 6.00 L. F. 8 PVC SDR 35 1 00% 75 F 5-4-44-, L -i - - 3$, pvc 75 SDR co 00 00 06 + + 70 NTY RTMENT OF HEALTH. 70 0+00 - N V. -:6 9. 34 1+00 2+00 3+00 4+00 c N V I R 0 E NTAL Ficl , �3 fiT S 'K S A N I T A IZD, Y S E F Pl W i -i P A N S Y. 0 9 1 r e to y a p pro ve d P --,.T vman to r y Code apd A �clle 17 U epv a :k 105 r, sema ion Law s u bl c- ic M, Viiionz of 4he fem;ts 105 TI L=80. 80' VC 1' L= 140 T2 L= 19. 59 d a Alto See first sheet for signstum, 10 0 100 L6 3 0' R/\LPH GEORGE MASTROMONACO, P.E VEQ Consufflng Engireers 95 95 13� Dove Couril, Crolon-on-Hudrson, New York 10520 (6 762/4763 ui Gf M 4 j 0 LU go 90 LO LL + 054, LU 00 N (5 Q Q� W B 5 00 5;. 85 W , 00 C) Q� CL 0 P�20FILFS/QOAD/UTILITY ci 0 c; SUBDIVISiON OF 1 + 6 + + + ST. PAULS, EVANGELICAL 80 0 80 LUT,k4EPAN C�4UQCH 0+00 1+00 2+00 3+00 VILLAGE OF QYE BQOOK VVESTC�4ESTEQ COUNTY, N. Y. P,) 0 AD P�2LOFILF �SCALE: AS SkAOVVN REVISED: 4/5/91 DATE: JAN. 30, 199-0. &4EET. OF 4 &4EETS' �� i , t i x MATERIAL MATERIAL I x! J, OD .,e, K3 IR IS, mi C3 R X, SPECIES 'SYM. PTY. COMMENTS KALMIA LATIFOLIA/MT. LAUREL KL 15 51— 6'.COLLECTED RHODODENDRON MAXIMUMI ROSE&A V RHODODENDRON,, RM 25 V-1 7' COLLECTED P�Rus op/ WHITEHOUSE PEAR WP 10 5 k_ 7' COL . L ECTED _DIA. S.W�D. -3 cy UPIPE' DETAIL OF 4 5' PIPE '25 x' 0 2- THRUST BLOCK CAST IRON STEPS V 12 A-rdUAL 'TO CAlXfPet7",-----. NJ,_ T - 15S. A , B - 6" 16'- 10"-12' '2 24" .14`- 16" 76;_ 32 __ 18"-2W' 18f �.36", 2- 72- _; 7 4,2- DETAIL OF TEE THRUST BLOC K NI _r cz PIPE SIZE A B 14" 16" BOLTS 18" –4-1 24" 14--16' 87 30- 18- 20- 60r _12" 40. 247 72- _; 7 48 - SHALL BE RESTORED TO NEW-CONDIVONS. �5. THE: CONTRACTOR SHALL BE RtsPdM§lBi_t FOR ALL APPLICATIONS AND PERMITS REWIRED FOR �CONSTIRUCTION. 7. THE ROAD AND (AILITIES'SHALL.BE STAktD IN rkt,FIELDBY A N.Y. ST ATE LICENSED SURVEYOP.' 8. UNDERGROUND � GAS- AND ELECTPIC SHALL BE 'AS REQUIRED BY THE vii # Anir iron rnhi imicznm I I I - 11 1 . 1: ..: , YVA Lp At 'At L, CONN't&IONS, CATCH BASIN END VIEW LAN� '6' MIN' -COVER SHA�L BE EQUAL TO PATTERN #1108A z CASTING AND NOTE- STRUCTURE AND COVER U M' ELL FOUNDRY'= HARRISON, N.J. N, T. S. PLAN AS�MAN PACTURED �BY CA PB SHALL SUPPORT H-:-20- LOADING. PIPE DETAIL OF 2 �2 1 2 TQP,OF.CASllNG.= FINISHED GRADE To �t'COURStS OF BRICK 'PRECA ST -BASE THRUST BLOCK, T�, __�MFT p _- .,:, I _F PIPE B 5', .16'! BOLTS 7" 24" 14"�-16" 87 30- 50 9" 36" _24- 72- _; 7 -i -2-;; - PIPE SIZE A S 14- 16 - BOLTS _WL 24" 1 16" x 2" 1 50 �307 40" _24- 3W' 48" 0-1 'LEAKAGE SHALL- NOT EXCEED STANDARDS, EXCEPT THA THE ALLO L-15 BILCO J-3-ALLFL USH VATER TIGHT 100 GALLONSIINCHIMILEIbA.Y. SIDEWALK DOOR VA-Im LADDER UP 9.06 SEND SAFETYY�POSt OR tQUfVXLENT.- DETAIL OF 2 RE -BARS, STEEL PICKETS, OR HYDRANT AS PER 'WATEROUS' OR A AS APPROVED BY NY AMERICAN 2" x 2" STAKES 1 112' TO 2' WIRE OR NYLON WA TER CO. IN GROUND BOUND BALES PLACED ON >,— THE, CONTOUR FLOW w T 2" MIN 6" MAX-\ 18" MIN. 2u ]��4"VERT`ICAL FACE UNDISTURBED GROUND #3 CRUSHED STONE— BACKFILL TO WITHIN EMBEDDING DETAIL 18" OF F. G. 2' SQ. CONC. ANCHORING DETAIL THRUST BLOCK (2500 PSI CONC.) 00 PIPE CLAMPS RODS BOLTS STEEL WASHERS 6- 112" x 2" 1 4 518" 112" x 3" 8" 518- x 2-lg/2"3_ 4- ",-CO RP. STOP FOR SERVICES 112" x 3" 10 5/8- x 2-1 2" 8_ 7 8 3 4 1 x 3" 12" 518- x J" 1 1 718- - 112- x 3- 12 - VALVES AS PER 'CLOW' OR EQUAL OPEN RIGHT RESILIENT SEAT 5 712' STANDARD HYDRANT 1 4' MIN. WEEP HOLES IN BASE TO BE FREE OF OBSTRUCTIONS NOTE: IF GROUNDWATER IS ENCOUNTERED WITHIN 7 FT. VALVE BOX OF THE GROUND SURFACE, HYDRANT DRAINS SHALL BE PLUGGED. WHEN DRAINS ARE PLUGGED, BARRELS SHALL CURB BE PUMPED DRY AFTER USE DURING FREEZING WEATHER. z/ WHERE HYDRANT DRAINS ARE NOT PLUGGED, A GRAVEL POCKET OR DRY WELL SHALL BE PROVIDED UNLESS THE NATURAL SOILS WILL PROVIDE ADEQUATE DRAINAGE. HYDRANT DRAINS SHALL NOT BE CONNECTED TO OR LOCATED WITHIN 10 FT. OF SANITARY SEWERS OR STORM DRAINS. 4 FT. MIN. COVER OVER WATERMAIN STORM DRAIN ,,–SANITARY SEWER OR L12 L/2 L=LEN. OF PIPE SANITAQY OP STOPM DF-,IAIN VVATEP2 MAIN CQOSSING N. T. S. TYPICAL VALVE- \ I � /-1 TYPE K COPPER PIPE FOR SERVICES PIPE SPECIFICATIONS: INSTALLATION CORP. STOP FOR TEST!NG AS PER NY AMER. WATER CO. SEWER 8" PVC SDR 35 DRAIN CORRUGATED METAL PIPE WITH 112 TO 2 213 CORRUGA TIONS GAUGES TO BE AS FOLLOWS: 12" TO 24" MIN. 16 GAUGE _rT al_�e RALPH GEORGE MA\STROMONACO, P.E. nsulting Engineers N Upj 13 Dove Court, Cr ew York 10520 �A�_ � lz� l'u. CO 1-4762 4763 DET-Zz�s�l` CONSTRUCTION SPECInCATfONS J., -:�� E:- 1 1::::: L F_�:_ I ",-CO RP. STOP FOR SERVICES 30" TO 48" MIN. 14 GAUGE �D \ I N L-) A--\ �< L,) / -D r- E �.� I /--\ L_ 1. BALES SHALL BE PLACED IN A ROW WITH ENDS TiGHTLY ABUTTING THE 1,1� _& MATERIAL TO BE FULLY ASPHALT COATED WATER MAIN IN ACCORDANCE SUBDIVISION OF 2. ADdACENT BALES. EACH SALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF.4". SURROUND WITH 1 112- , , I--, "—edLTS WITH AASHTO DESIGNATION NOTE: ALL CONNECT70NS FROM MAIN WA TER DUCTILE IRON PIPE CLASS M-190 5d ST. PAULS EVANGELICAL. 3. BALES SHALL BE. SECURELY ANCHORED IN PLACE BY STAKES OR REBARS DRIVEN THROUGH THEBALES. THE FIRST STAKE IN EACH SALE SHALL BE CRUSHED STONE 18" MIN. ALL SIDES X AND CLAMPS -. i. TIE RODS \V 1�1' TO CURB BOX TO BE MADE LUT�AEQAN CI-AUP,C�­1 4. ANGLED TOWARD PREVIOUSLY LAID BALE TO FORCEBALES TOGETHER. INSPEC776N SHALL -BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE 12" SO. FLA G.S, 014", BY N.Y. AMERICAN WATER CO. VILLAGE OF QYE BQOOK 5. MADE PROMPTLY AS NEEDED. . SALES SHALL BE REMOVED.WHEN THEY HAVE SERVED THE/ R USEFULNESS SO OR IB" SQ. CLASS 'B' CiONC. PAD DUCTILE IRON PIPE' CL 50 0", REVISED: REVISED: 819191 712191 VVESTCI­AESTEI�? COUNTY N Y AS.NOT TO BLOCK OR IMPEDE S�TbRm DRAINAGE. REVISED: 5130191 SCALE- AS SkAOVVN VVATE� NECTION& SECTION CON a: J,JC-Al:rH SORVIlCt REVISED: 5113191 DATE: JAN 30, 1990 HAYBALE DIKE N. T. S. REVISED: 4/5/91 y . ........... Sl­�EET 4 OF 4 Si--4EETS N. T. S. 0 07 h,� PL: and M L subject to proviel of th ­,,atio aw set she et for S.19n6turOg z allq `ter L } A^/APD WIA111cRLD r, t_ °t e^ p^g yry o 9 1 Will J Qi, .. D T ARZAR, 065. 76 Q0 41� t gy�pp,, pqf 44 flip '. ter.; I / F g QD N 0 - 39 �I a �.� V , f eci nnwr2 VAu.VE a < ,r& ",-"k ANS'FaXM1E,F Q� w h...PoLL 1 gyp• 4 ��� �y �Q `moi 4 �4 n • 44 �9 • ��ARz a /� [ SSS 10 V. J` 4G -20 . __ '..'.._. 41 a a4" j . 3 o a tq Al T�s V *41 r ✓ m 71 11,2 '01 ilk i.b n t M4L,t Q39 fi~ �, 1i X37 _ _ _ " I� %� f / 7 A !._. A. dJ /'t F' d 010 , — ^,. ,•... f z C. &. &t:117 �. ,, srb �4 + G n nl c t -Z 7- 135. DO' ,54r �.' 34.3.1 --Xoss cup Al 07 47"- 22W. , 19 . N©W OR I-DkN%Et2LY ANGLICAN CHC,/RCX OF Tib/£ AD Vi/Ui 1 ,3x om SHE1=7�StT t.� g4- _.._.,.._.. _ +p�... yy... �.q ... ... F'x.x'. +�a Ldp' `L ` y '. ..t' 0A D ice1 i Ld d C01-7LY P Y 2 h'ERxBY C RTlf Y THIS SUR UEY 7'0 A VXAIUX, �Ole Toe ANSAMERlCA 7/TGE /IVSU.eAAICX C®. -r sr cl A.6T i O, ARISTOTLS OUQAIA.ZO ,Z,' f Alo. .4653..3 Land � � � � , ��� �,:�. _ 100 Stevens Ave- Mt, Vernon, P���`'�� Lei? `�' •-��f,.°f NF EVANS WARD ROAD PROFILE SCALE: HORZ. 1" = 30' VERT. 1" = 5' 80 00 0+00 1+00 2+00 SANITARY SEWER PROFILE SCALE: HORZ. 1" = 30' VERT. 1" = 5' 1+00 2+ 00 DRAIN PROFILE SCALE: HORZ. 1" = 30' VERT. 1" = 5' RALPH GEORGE M/ASTROMONACO, P.E. Consulting Engineer 90 Amber Drive, Croton -on -Hudson, New York 10520 (914) 271-4762 / 4763 105 95 85 80 LEGEND CATCH BASIN N DRAIN MANHOLE 95 W HYDRANT 0) DRAIN INLET SMH 2 95 Q STA 3+49-25 Z U RIM 94.79 W z INV 86.28_� > 90 Q INSTALLATIONS. C) 5. ALL PROPERTY DISTURBED IN THE R.O.W. OR ON PRIVATE LANDS, SHALL RESTORED TO NEW CONDITION. Q LO APPLICATIONS AND PERMITS REQUIRED FOR CONSTRUCTION. L,J N O FIELD BY A NYS LICENSED SURVEYOR. 8. UNDERGROUND GAS AND ELECTRIC SHALL BE AS 85 U 9. WATER MAIN CONSTRUCTION SHALL BE AS REQUIRED BY NY AMERICAN WATER CO. U 1 N DEMOLISHED AND MATERIALS NOT SUITABLE FOR FILL O N CB 2—L MAKE ALL ARRANGEMENTS WITH THE VILLAGE TO CARRY STA 3+00.7 _ U � Z RIM 93.65 T1 80 INV 90.29 O U O \ 2 Z O Q U DMH 1 W STA 2+86.05 Z RIM 93.76 Q I INV 90.14/ z W CB 2—R W STA 2+95.67 :�; RIM 93.58 (n INV 90.24 O LL W LL J (0 rn ROAD PROFILE SCALE: HORZ. 1" = 30' VERT. 1" = 5' 80 00 0+00 1+00 2+00 SANITARY SEWER PROFILE SCALE: HORZ. 1" = 30' VERT. 1" = 5' 1+00 2+ 00 DRAIN PROFILE SCALE: HORZ. 1" = 30' VERT. 1" = 5' RALPH GEORGE M/ASTROMONACO, P.E. Consulting Engineer 90 Amber Drive, Croton -on -Hudson, New York 10520 (914) 271-4762 / 4763 105 95 85 80 LEGEND CATCH BASIN N DRAIN MANHOLE 95 6 HYDRANT 0) DRAIN INLET W 95 HEADWALL II �� DRY WELL HAYBALES, SHALL BE REQUIRED AS DIRECTED BY THE ® STREET LIGHT W MONUMENT CONSTRUCTION ACTIVITIES. 90 90 Q INSTALLATIONS. 5. ALL PROPERTY DISTURBED IN THE R.O.W. OR ON PRIVATE LANDS, SHALL RESTORED TO NEW CONDITION. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL APPLICATIONS AND PERMITS REQUIRED FOR CONSTRUCTION. 7. THE ROAD AND UTILITIES SHALL BE STAKED IN THE O FIELD BY A NYS LICENSED SURVEYOR. 8. UNDERGROUND GAS AND ELECTRIC SHALL BE AS 85 U 9. WATER MAIN CONSTRUCTION SHALL BE AS REQUIRED BY NY AMERICAN WATER CO. 10. THE EXISTING STRUCTURES ON THE SITE SHALL BE N DEMOLISHED AND MATERIALS NOT SUITABLE FOR FILL N 3+70 MAKE ALL ARRANGEMENTS WITH THE VILLAGE TO CARRY OUT THE DEMOLITION IN A PROPER MANNER, AS O � Z I T1 80 O O \ 2 D D z �l ITi (n D ROAD PROFILE SCALE: HORZ. 1" = 30' VERT. 1" = 5' 80 00 0+00 1+00 2+00 SANITARY SEWER PROFILE SCALE: HORZ. 1" = 30' VERT. 1" = 5' 1+00 2+ 00 DRAIN PROFILE SCALE: HORZ. 1" = 30' VERT. 1" = 5' RALPH GEORGE M/ASTROMONACO, P.E. Consulting Engineer 90 Amber Drive, Croton -on -Hudson, New York 10520 (914) 271-4762 / 4763 105 95 85 80 LEGEND 100 CATCH BASIN DRAIN MANHOLE SAN. SEWER MANHOLE HYDRANT DRAIN INLET WATER VALVE 95 HEADWALL II �� DRY WELL HAYBALES, SHALL BE REQUIRED AS DIRECTED BY THE ® STREET LIGHT ® MONUMENT 100 NOTES: THE CONTRACTOR SHALL LOCATE AND VERIFY IN THE FIELD ALL UTILITIES — GAS, WATER, ELECTRICAL — BEFORE THE START OF CONSTRUCTION. 2. THE INSTALLATION OF WATER AND SEWER SHALL BE UNDER THE DIRECTION OF OF A LICENSED 95 PROFESSIONAL ENGINEER IN NY STATE. 3. EROSION CONTROL MEASURES, INCLUDING STAKED HAYBALES, SHALL BE REQUIRED AS DIRECTED BY THE VILLAGE, ACCORDING TO STANDARDS DESCRIBED IN THE WC BEST MGMNT. PRACTICES MANUAL FOR CONSTRUCTION ACTIVITIES. 90 4. AS BUILT PLANS SHALL BE REQUIRED FOR ALL INSTALLATIONS. 5. ALL PROPERTY DISTURBED IN THE R.O.W. OR ON PRIVATE LANDS, SHALL RESTORED TO NEW CONDITION. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL APPLICATIONS AND PERMITS REQUIRED FOR CONSTRUCTION. 7. THE ROAD AND UTILITIES SHALL BE STAKED IN THE 85 FIELD BY A NYS LICENSED SURVEYOR. 8. UNDERGROUND GAS AND ELECTRIC SHALL BE AS REQUIRED BY THE VILLAGE AND CON EDISON. 9. WATER MAIN CONSTRUCTION SHALL BE AS REQUIRED BY NY AMERICAN WATER CO. 10. THE EXISTING STRUCTURES ON THE SITE SHALL BE 80 DEMOLISHED AND MATERIALS NOT SUITABLE FOR FILL SHALL BE TRUCKED OFF—SITE. THE CONTRACTOR SHALL 3+70 MAKE ALL ARRANGEMENTS WITH THE VILLAGE TO CARRY OUT THE DEMOLITION IN A PROPER MANNER, AS REQUIRED BY THE VILLAGE. APPROVED BY: APPROVED BY: BUILDING INSPECTOR ENGINEERING CONSULTANT 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 dated , 1987. Approved by. Owner Date --1 80 and 3+00 Mayor Date ANGLICAN CHURCH OF THE ADVENT VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NY CONSTRUCTION DRAWINGS PLAN AND UTILITY PROFILES REVISED MAY 22, 1987 Date: April 2, 1987 Scale: 1 " = 30' 2E1 _ uU -4 ✓ 12, 19957 ��. AD� L98-7 SHEET OF SHEETS I '00 A B I 5" 16" 1 O"-12" --- 7» FAj `'00 8" 30" 18"-20» � 36» 24" 1 PIPE SIZE A B 6"-8" 5" 16" 1 O"-12" --- 7» 24„ 14"-16" 8" 30" 18"-20» 9" 1 36» 24" 1 12" 1 42" l END VIEW PIPE SIZE A B 6"-8" 14" 16" 10"-12" 20" 24" 14"-16" 24" 32" 18"-20" 30" 40" 24" 36" 48" DETAIL OF 90' BEND THRUST BLOCK N. T. S. PLAN DETAIL OF TEE THRUST BLOCK N. T. S. END VIEW PIPE SIZE A B 6"-8" 14" 16" 10"-12" 18" 24" 14"-16" 48" 32" 18"-20" 60" 40" 24" 1 72" 48" PLAN DETAIL OF 45' THRUST BLOCK N. T. S. END VIEW PIPE SIZE A B Ga,_B" 6" 16„ 10 "-12" 10" 24" 14"-16" 16" 32» 18"-20" 18" 36" 24" 1 24" 42" 95 M :• OGV WV UTILITY CROSSING PLAN SCALE: 1 " = 15' UTILITY PROFILE SCALE: HORX: 1 " = 15' VERT: 1 " = 2.5' Notes: 1. The Contractor shall construct the pier supports as required by NY American Water Works, and as shown herein. 2. The drain line shall be constructed of 15" DIP CL 50 and shall be tested in accordance with standards for water mains. 3. The sanitary line shall be constructed of 8" DIP CL 50 and shall be tested in accordance with standards for water mains. 4. The drain line and sanitary line shall be tested as follows: a.) The line shall be filled with water for a period of no less than 24 hours, the air shall be purged from the line, then subjected to a pressure the measured leakage over a period of six hours shall not exceed 3 gallons per Inch of diameter per mile of pipe. b.) The sections to be tested shall include all lengths of pipe in Comly Avenue. c.) The tests shall be witnessed by a licensed NYS Professional Engineer. 90'-.___. - -_ M ROAD GRADE AT COMLY AVENUE PIER SUPPORT OF DRAIN FOR WATER MAIN CROSSING SECTION RALPH GEORGE MASTROMONACO, P.E. Consulting Engineer 90 Amber Drive, Croton -on -Hudson, New York 10520 (914) 271-4762 14763 15" DIP DRAIN 4 1/2" 1'-4 1/2"�-- 24" DIP WATER MAIN 4'-6- I -------------- II 8" DIP SAN. I ------- ------- `I' -I PIER SUPPORT OF DRAIN FOR WATER MAIN CROSSING FRONT SECTION A—A ANGLICAN CHURCH OF THE ADVENT VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NY CONSTRUCTION DRAWINGS WATER MAIN CROSSING DETAILS REVISED MAY 22, 1987 Date: April 2, 1987 SCaI e: 1 " = 30' SHEET OF SHEETS —� A - FULL LENGTH OF PIPE L/2 L/2 15 DIP CL 50 DRAIN O.D. 24"- 6" --- d=3.71OP --- WM 86. 1 r24"WATER CLASS 8 CONCRETE SUPPORT PIERS 1,AIN 1' \ co BOT TOP SAN. 83.77 d=4" 84.1+1- 8" DIP CL 50 SEWER oro -�- A PIER SUPPORT OF DRAIN FOR WATER MAIN CROSSING SECTION RALPH GEORGE MASTROMONACO, P.E. Consulting Engineer 90 Amber Drive, Croton -on -Hudson, New York 10520 (914) 271-4762 14763 15" DIP DRAIN 4 1/2" 1'-4 1/2"�-- 24" DIP WATER MAIN 4'-6- I -------------- II 8" DIP SAN. I ------- ------- `I' -I PIER SUPPORT OF DRAIN FOR WATER MAIN CROSSING FRONT SECTION A—A ANGLICAN CHURCH OF THE ADVENT VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NY CONSTRUCTION DRAWINGS WATER MAIN CROSSING DETAILS REVISED MAY 22, 1987 Date: April 2, 1987 SCaI e: 1 " = 30' SHEET OF SHEETS CASTING AND COVER SHALL BE EQUAL TO PATTERN ,#1204 AS MANUFACTURED BY CAMPBELL FOUNDRY CO. HARRISON, N.J. 24" MIN. TOP OF CASTING = FINISHED GRADE 4" VERTICAL FACE 2 COURSES OF BRICK ` ..� 3'-0" DIA. S.W.D. EMBEDDING DETAIL CAST IRON STEPS EQUAL TO CAMPBELL PA TTERN #2588-1 PRECAST CONCRETE RISER SECTION AS NEEDED _ PIPE PRECAST CONCRETE BASE — — RISER SECTION AS NEEDED 12" J� I - 6» 4'-0" MIN. DIA. 6" MIN.------ SLOPE 1/4"/FT. 5" 18" TO 48" _1_r f 2 RE -BARS, STEEL PICKETS, OR 2" x 2" STAKES 1 112' TO 2' v WIRE OR NYLON IN GROUND BOUND BALES PLACED ON THE CONTOUR FLOW - i FRAME AND GRATE FRAME AND COVER AS PER 0. D. + 2'CAMPBELL NO. 2915 'CAMPBELL' 2179A FINISHED GRADE RIM 91.0 2 COURSES CONC. BRICK 2' 100 YEAR ELEV. 90.07 FT COMPACT BACKFILL 6" SOLID CONC. SQUARE Z IN 12 LAYERS BLOCK OR PRECAST CONC.--_NOTE: USE CAST IRON 12"-18" PIPE o STEPS FOR DEPTH GREATER THAN 4' i_-�" -! EL. 88.53 HIGH LEVEL WEIR OVERFLOW (CAMPBELL NO. 2580 _ / \ 1/2" CEMENT PARGING OR EQUIV.) �8" BLOCK WALL OR ON OUTSIDE FACE 6" PRECAST CONCRETE 24" CLEAN BACKFILL BOTTOM 18" ONLY 18" _ \j 12" CLASS 'A' ca � INVERT 15" OUTLET PIPE 30"CONCRETE INVERT 2-8" DIA. 86.53 FT. \ 25 x O.D. T BASE PIPE 12" .... .'6" CRUSHED STONE '.'.'.'.'..'.'..'." 6" - 3/4" CRUSHED STONE .•.•.•... CRUSHED STONE ".'.'... i t .iii ��' . :� i '+= ' ' ' .. �_ -- 1 i -iii .� i i' ` UNDISTURBED MATERIAL_ UNDISTURBED MATERIAL , `- ' ' ' ` ' '�' \ /�\\�� SEC TION PRECAST CONCRETE SECTIONSTORAGE GALLEYS DRAIN INLE4'- O"T � (SEE PLAN FOR LAYOUT) 3/4" TYPICAL PIPE INSTALLATION AND N.T.S. BEDDING DETAIL d1I R 2,.R N. T. S. ASPH. CONC. TOP ANCHORING DETAIL HAY BALE DIKE SPH. CONC. BASE FRAME AND GRATE CAMPBELL #2541 N. T.S. NOTE: 1. LOCATION OF HAYBALES SHALL BE 9 112 NOTE. USE CAST IRON AS REQUIRED TO PREVENT SOIL FROM STEPS FOR DEPTH ENTERING OFF SITE LANDS DURING GREATER THAN 4' CONSTRUCTION. ASPHALT CONCRETE CURB (CAMPBELL NO. 2580 N. T. S. INSTALL 2" DEP. CURB AT DRIVEWAYS 8„ 6" COMPACTED SAND OR #2 CRUSHED STONE _ PAVED WIDTH = 24' ND,ISTURBED MATERIAL�\j����` \�, 6'-0" DIA. 4" TOPSOIL AND SEED ASPHALT CONC CURB 2' � O? SANITARY OR DRAIN MANHOLE DETAIL N. T. S. 1" PER FT. . 2 O� 1 4" PER FT. 1 `�» PER PT R.O.B. OR EQUIV.) 6" AS SPECIFIED 2'-6" 0 w d W Q V) 0 12" SUMP CLASS 'A' CONC. BASE (C I N TERSECTION I A TERI A OF PIPES L=LENGTH OF PIPE L/2 L/2 SEP-== STORM DRAIN SANITARY SEWER OR DETAIL OF SANITARY SEWER OR STORM DRAIN WATER MAIN CROSSING NOTES: IF NON -PRESSURE PVC, CAST IRON, VITRIFIED TILE OR ASBESTOS CEMENT SEWER PIPE PASSES BENEATH A WATER MAIN WITH A VERTICAL SEPARATION OF LESS THAN 18 INCHES THEN THE SEWER OR DRAIN LINE MUST BE INSTALLED AS FOLLOWS: A.) THREE LENGTHS OF EITHER CAST IRON OR ASBESTOS CEMENT PRESSURE MUST BE USED. THE MIDDLE LENGTH SHALL BE PLACED SO THAT THE JOINTS ARE EQUIDISTANT FROM THE WATER MAIN (SEE DETAIL). B.) THE THREE LENGTHS OF PRESSURE PIPE MUST BE TESTED IN THE SAME MANNER AS REQUIRED FOR WATER MAINS (SEE SPECS.) C.) IN THOSE CASES WHERE, DUE TO FIELD CONDITIONS, THE SANITARY SEWER OR DRAIN MUST BE PLACED ABOVE THE WATER MAIN, THE REQUIREMENTS AS STATED IN (A), (B) MUST BE ADHERED TO. D.) REQUIREMENTS AS STATED IN (A) AND (B) WILL ALSO APPLY WHEN HORIZONTAL SEPARATION BETWEEN THE SANITARY SEWER AND STORM DRAIN AND WATER LINES IS LESS THAN 10 FEET AND VERTICAL SEPARATION LESS THAN 18 INCHES. E.) ALL WATER MAIN CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE-V1L-L�E G?✓ F.) MINIMUM OF 10 FEET SHALL BE MAINTAINED BETWEEN SANITARY SEWER AND WATER OR STORM DRAIN LINES. WHERE WATER OR STORM DRAIN LINES CROSS SANITARY LINES, A MINIMUM VERTICAL SEPARATION OF 18 INCHES SHALL BE MAINTAINED AND AT LEAST 5 FEET IN EITHER DIRECTION FROM THE CROSSING, PRESSURE TYPE PIPE JOINTS, OR CONCRETE ENCASEMENT SHALL BE USED. G.) WATER PIPES SHALL BE HARNESSED AT ALL BENDS AND THRUST BLOCKS SHALL BE PROVIDED AS NECESSARY. H.) WATER LINES SHALL BE DISINFECTED AND TESTED BEFORE PLACING IN USE. CERTIFICATION OF WORK SHALL BE MADE BY A LICENSED PROFESSIONAL ENGINEER. NOTE: SANITARY SEWER INSTALLATION A.) HOUSE CONNECTIONS SHALL BE MADE WITH 8" X 4" WYE 45 DEG. AND SHALL HAVE A MINIMUM PITCH TO THE HOUSE OF 114 INCH PER FOOT. B.) SEWER SHALL BE TESTED FOR EXFILTRATION AND INFILTRATION ACCORDING TO METHODS OF THE WESTCHESTER COUNTY BOARD OF HEALTH. C.) CERTIFICATION OF WORK SHALL BE MADE BY A LICENSED PROFESSIONAL ENGINEER. 00 TEL. AND ELEC. TER 2 COURSES CONC. BRICK 6" PRECAST CONC. OR CONC. BLOCK 4'-00" V_ 2" 12" SUMP ..................................... 6" CRUSHED STONE ' ' ' ' -' ............................ . 6" CRUSHED STONE ' BOLTS 4" DIA. '!-�'yi-�==111 -��1=1�!'�'� = '!J-��it��� 112" PERFORATED OR �'','' UNDISTURBED MATERIAL''_--'�- `I III 1 1-7-r 1 t t -I --UNDISTURBED MATER AL- 5/8" OR POROUS PIPE i i %1-:- 1 1---I --�I x 3" 1-112" TOP COURSE NYSDOT ITEM O FRONT VIEW DETAIL OF CATCH BASIN SIDE VIEW 403 1701 ASPHALT CONC. OR EQUIV.) 6" AS SPECIFIED 2'-6" 0 w d W Q V) 0 12" SUMP CLASS 'A' CONC. BASE (C I N TERSECTION I A TERI A OF PIPES L=LENGTH OF PIPE L/2 L/2 SEP-== STORM DRAIN SANITARY SEWER OR DETAIL OF SANITARY SEWER OR STORM DRAIN WATER MAIN CROSSING NOTES: IF NON -PRESSURE PVC, CAST IRON, VITRIFIED TILE OR ASBESTOS CEMENT SEWER PIPE PASSES BENEATH A WATER MAIN WITH A VERTICAL SEPARATION OF LESS THAN 18 INCHES THEN THE SEWER OR DRAIN LINE MUST BE INSTALLED AS FOLLOWS: A.) THREE LENGTHS OF EITHER CAST IRON OR ASBESTOS CEMENT PRESSURE MUST BE USED. THE MIDDLE LENGTH SHALL BE PLACED SO THAT THE JOINTS ARE EQUIDISTANT FROM THE WATER MAIN (SEE DETAIL). B.) THE THREE LENGTHS OF PRESSURE PIPE MUST BE TESTED IN THE SAME MANNER AS REQUIRED FOR WATER MAINS (SEE SPECS.) C.) IN THOSE CASES WHERE, DUE TO FIELD CONDITIONS, THE SANITARY SEWER OR DRAIN MUST BE PLACED ABOVE THE WATER MAIN, THE REQUIREMENTS AS STATED IN (A), (B) MUST BE ADHERED TO. D.) REQUIREMENTS AS STATED IN (A) AND (B) WILL ALSO APPLY WHEN HORIZONTAL SEPARATION BETWEEN THE SANITARY SEWER AND STORM DRAIN AND WATER LINES IS LESS THAN 10 FEET AND VERTICAL SEPARATION LESS THAN 18 INCHES. E.) ALL WATER MAIN CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE-V1L-L�E G?✓ F.) MINIMUM OF 10 FEET SHALL BE MAINTAINED BETWEEN SANITARY SEWER AND WATER OR STORM DRAIN LINES. WHERE WATER OR STORM DRAIN LINES CROSS SANITARY LINES, A MINIMUM VERTICAL SEPARATION OF 18 INCHES SHALL BE MAINTAINED AND AT LEAST 5 FEET IN EITHER DIRECTION FROM THE CROSSING, PRESSURE TYPE PIPE JOINTS, OR CONCRETE ENCASEMENT SHALL BE USED. G.) WATER PIPES SHALL BE HARNESSED AT ALL BENDS AND THRUST BLOCKS SHALL BE PROVIDED AS NECESSARY. H.) WATER LINES SHALL BE DISINFECTED AND TESTED BEFORE PLACING IN USE. CERTIFICATION OF WORK SHALL BE MADE BY A LICENSED PROFESSIONAL ENGINEER. NOTE: SANITARY SEWER INSTALLATION A.) HOUSE CONNECTIONS SHALL BE MADE WITH 8" X 4" WYE 45 DEG. AND SHALL HAVE A MINIMUM PITCH TO THE HOUSE OF 114 INCH PER FOOT. B.) SEWER SHALL BE TESTED FOR EXFILTRATION AND INFILTRATION ACCORDING TO METHODS OF THE WESTCHESTER COUNTY BOARD OF HEALTH. C.) CERTIFICATION OF WORK SHALL BE MADE BY A LICENSED PROFESSIONAL ENGINEER. 00 TEL. AND ELEC. TER FL M L FOR UNDERDRAIN ..................................... 6" CRUSHED STONE ' ' ' ' -' ............................ . 6" CRUSHED STONE ' BOLTS 4" DIA. '!-�'yi-�==111 -��1=1�!'�'� = '!J-��it��� 112" PERFORATED OR �'','' UNDISTURBED MATERIAL''_--'�- `I III 1 1-7-r 1 t t -I --UNDISTURBED MATER AL- 5/8" OR POROUS PIPE i i %1-:- 1 1---I --�I x 3" 1-112" TOP COURSE NYSDOT ITEM O FRONT VIEW DETAIL OF CATCH BASIN SIDE VIEW 403 1701 ASPHALT CONC. 5/8" N. T. S. - 112" — 1-112" BINDER COURSE NYSDOT ITEM 403.13 NOTE: UNDERDRAIN REQUIRED IF 5 8 518 ASPHALT CONCRETE SUBSURFACE WATER FLOW 7�8" 1" 3 7 4„ 8" IS ENCOUNTERED x 3" x 3" BASE COURSE NYSDOT ITEM 403.11 Ml M-11 M-1 ASPHALT CONCRETE i F=3 NOTES: 12" CRUSHED STONE F=3 0 1 i. MIN. CONC. STRENGTH 4,000 PSI - 28 DAY i / SURROUNDING -STRUCTURE 6" SUBBASE COURSE NYSDOT ITEM 304.02 2. STEEL REINFORCEMENT ASTM A-615-75 COARSE GRANULAR MATERIAL VIEW GRADE 60, 1 " MIN. COVER N O TES: TYPICAL ROAD SECTION 3. DESIGN LOADING IS LIGHT DUTY N.T.S. 4,000 PSI 28 DAYS I I HYDRANT AS PER 'WATEROUS' OR AS APPROVED BY v T 2" MIN 6" MAX, 18'i MfN. UNDISTURBED GROUND ,#3 CRUSHED STONE — 2' SQ. CONC. THRUST BLOCK -� PIPE � CLAMPS RODS BOLTS STEEL WASHERS 6" 112" x 2" 3/4" 5/8" 112" x 3" 8" 5/8" 0 x 2-112" 314" 5/8" - 112" x 3" 10" 12" 5 8 518 " x 2-112" x 3" 7�8" 1" 3 7 4„ 8" 1/2" 712" x 3" x VALVE'S AS PER 'CLOW' OR EQUAL OPEN RIGHT RESILIENT SEAT VALVE BOX 0 I FLOW N Co o � NOTE: PROVIDE 24 UNITS ON LENGTH OF STORAGE SYSTEM AND 6 UNITS ON N WIDTH OF STORAGE SYSTEM. ROWS SHALL BE SEPARATED BY 2" OF CRUSHED STONE. UNITS SHALL REST ON 6" CRUSHED STONE FOUNDATION CONTROL STRUCTURE N. T. S. --------------- 5" DIAMETER I O � O � D I KNOCKOUTS -1I F=--] O � D� 01 M-1 0 0 03j 4'- p» F=_1 M-1Mi M-1 M-1�0000 Ml M-11 M-1 0 i F=3 F=3 011 F=3 0 1 4'-O" FRONT VIEW N O TES: MIN. CONCRETE STRENGTH 4,000 PSI 28 DAYS STEEL REINFORCEMENT ASTM615-75, GRADE 60, 1" MIN COVER FINISHED GRADE 3-1 2" \ 18" DIA. COVER l y , , \\ PLAN '\ :':'.4.. : ----------------- - fF== GRA VE „ IOR 5" DIA. INLET \\ 3 I CRUSH \ CURB I 000 0 / • • .. I VOID VOLUME STONE 000 000 ❑00 000 000 000 2'- 11 : I 64 C.F. 0❑ 0 000 ❑ ❑a i I PER GALLEY i 11 ❑❑❑ 11110 j 2" I 2„ 5 1/2' STANDARD HYDRANT 6#-5" .1I 4,- I .: : : 5'- 7" 0 ❑ ❑ ❑ ❑ ❑ 0 ❑ ❑ i RAVEL 11130 ❑❑❑ 13013 OR 4'-6" MIN COVER 000 ❑ ❑ ❑ 000 4' MIN. 000 ❑ ❑ ❑ 0011 3'-6" USHED TYPICAL VALVE TYPE 'K' COPPER SERVICE❑ ❑ ❑ ❑ ❑ 000 \ STONE INSTALLATION CORP. STOP FOR TESTING 1111❑ ❑ ❑ ❑ 1111❑ WEEP HOLES IN BASE 0 ❑ ❑ p p p 000 INVERT TO BE FREE OF OBSTRUCTIONS ❑ ❑ ❑ E3 ❑ ❑ ❑ ❑ :. 4,- '»• ' 00 � SECTION ON\ -CORP. STOP FOR SERVICES TYPICAL DRYWELL DETAIL SIDE VIEW SHOWING 6 D o N.T.S. TYPICAL INSTALLATION 4 m a a a� WATER MAIN CRUSHED STONE --a ° 4d 4 ''p a TIE RODS BOLTS AND CLAMPS NOTE: ALL CONNECTIONS TO BE MADE 12" SQ. FLAGSTONE -11 IF GROUNDWATER ENCOUNTERED WITHIN NY AMERICAN WATER CO. OR 18" SQ. CLASS 7 FT. OF SURFACE - WEEP HOLES SHALL DUCTILE IRON PIPE CL 50 'B' CONC. PAD BE PERMANENTLY PLUGGED AND HYDRANT DRAINED BY PUMPING. WATER CONNECTIONS SECTION N.T.S. RALPH GEORGE MASTROMONACO, P.E. Consulting Engineer 90 Amber Drive, Croton -on -Hudson, New York 10520 1,7 D (914) 271-4762 l 4763 , tj CENTER SECTION PRECAST GALLEY N. T. S. ANGLICAN CHURCH OF THE ADVENT VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NY CONSTRUCTION DRAWINGS TYPICAL AND SPECIAL DETAILS REVISED MAY 22, 1987 Dote: April 2, 1987 Scale: As Shown v_��a dur4� 12, 1987 SHEET OF SHEETS