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HomeMy WebLinkAboutSubdivision 1989EX. SMH RIM 94.77 INV 89.77 WESTCHESTER Ex. oI 1 ,. „ ` COUNTY ' rim 98.11 1 MAF'�EWC??G INV 94.8 FILED MAPFAiRFIELD hA I COUNTY $ , 1 r0 120AEX. DI , RIM 97.3 O INV 94.1 , 1 , t P" i 196.35' 92.02' 74.00` 74.82'88 43 xrns.6� SI TE i.-.... - r EDGEWO DR. t 2 o VILLAGE of N.F. ANGLICAN o CHURCH OF THE ADVENT ODr i :, s, 17175.28 s., RYE BROOK 0.394 awes t}10' WOODLAND Woo -LAN d DR. :• < { 64 s. f. x 703. 0.223, acres l/ VILLAGE OF __..., _ _ . _. 10385.86 s... E" 1 EXIST. m. o PORT CHESTER _. . `:.. - .238 acres _ N ; RES ; 8 18.00' { 0.3 acres 1 ; - - 4 _ , �. i EX. SMH 121 D5 s. f. 1042'6.71 s. f. t`5 BUILDSAL.L I ,, LOCATION MAP w , RIM 93.6 O• 8 acres 0.239 acres i ce$-R ESTATES tv 87.6 _ _ RIM 9J. D S A. 6 • 5 Ir w , ,. , , , INV. 93.40 , Q j t - _ EX. SMHLINV. RIM 94.8 r... 9J.30 '7' O n- +IA ' `9.54 !io U Bt INV 88.1 t x I SMH 4C92-LSTA. 5+13.36 SMH 2 ? SMH 3 o RIM 96.10 RIM 97.00N.F. W. TODD INV. 92.44 I 57A 1t<36.17 NK $2.5,0 5TA. 3 73.28 +SMH 1 +24 LF 15" RCP I.007L RIM 95.23 RIM 98.41 STA. 0400 ; ,INV.89.23 INV. 91.09 -0. r ¢ RIM 92.40 a 3 7 -... 7 EkEC. 4 4.57 73$ 8 70.00 4_ 0 4 . 4 INV 87.36; TRAM . 333.94' x. S 01C9-7R1C.S.(SEE DETAIL,) } STA. 4+34.75 t 1 F 8" V R S 1. 177.11 8" SDR 38 1, ' + : j y , ,. , 96.17 L 8 PVC SD 3 00R LF 007[: - RIM 93.34 r ap 14 LF 8" PVC StrR 3+3 LQOz i ,, . INV. 88.32 g M INV, IN (15) 89.30 +rti a '"'" `..� 4 CF c?s:,. 7.. y. , ._ " t fl 4.63 LF 15 RCP 0.90X / ,. _ .. .__ - : _ _ _ 4 -51,86 z� rs RCP 0.50X JZ�. _.. __ _ 24 LF 1 S RCP 1.007L EX. SMH 34.78 LF 1S" RCP 1.Q07i r � W ,i , , ,.. 70. 70. .O' i.ir• ,. CK s a �C83-R FA11��AVEN LANE 1 C,,, �2 � ,..,, STA. 5+59.23 { s5. RIM 9740 f TY II $3 rQ ORIGINAL PROPER LINE t 01 DRI 1 C$2 -R i UNDER .. ' f• _ STA. 3•+- 79.38 , N.F. ANGLICAN , € RIM 96.10 Y . CON C PATIO INV. NT N 92.20' CHURCH OF THE ADVENT ,.-„-_ EXIST. . y ' RES. ; .. __..• EX. ce RIM 90.9 7 ' _ _ 8010.93 s. f. 7$70.43 a. f.x: INV 87.97 .. ..._ tYs 7606.00 *.f. �, 0.184 acres rr 0.183 acres vra 10 1. 0J 75 acres // !! F { f w 38303, 73 e. f.% 0.879 acme EXIS77NG + 1 STORY y ' LANDS OF SHE'D , [ j G. & A. LOI ZZO f I,. HAYRALE DIKE H .,..:. ;., ..,,•,: a: ,. -..•,u" ,•. ,4qh. iv ' .-.0 +•:u' ;.�:. • r.u" jiv • e - ' .,�. *. Al�3ARE.�DfKE , u "y.. •e �. 1 332 s9' f ..� ICtQ �� 794 54,3.53' I 43: 3' w' .. 1ANALYSIS I St..7 VILLAGE OF RYE BROOK R - 5 1 MIN. LOT REQ iREMENTS FR. RES. N.F. ROSEN ! rr AREA 1 5 , 000 SF W IDTN 100, I N . 'KING'S PACK' DEPT" 1 2 5' O SETBACK REQUIREMENTS {; x� FRONT 40' La' cn . REAR 40' 1 APPROVED BY. DIRECTOR PUBLIC WORKS ATTACHED DWeulNcs i o� SIDE 1 5' MIN • TOTAL 2 SIDES 40' All specifications, materials and methods of construction to be in accordance With the Village Construction Standards and Specifications VILLAGE OF P012T C -TESTER R - 7 and With the requirements of the Board of Trustees Resolution of MIN . LOT REQUIREMENTS i Approval dated 9989. AREA 7, 500 SP WIDTH 7 0' Approved by: 1 DEPTH 100, SETBACK REQUIREMENTS Owner Date FRONT 30' i LEGEND REAR 30' and EXISTING PROPOSED SIDE 10' MIN ® Q CATCH BASIN TOTAL 2 SIDES 20' e Q DRAIN MANHOLE Mayor Date Q SAN. SEWER MANHOLE � Y HYDRANT j [ j i �} [� j igi ©RAIN INLET FINAL S U B D i V 1 S 1 fir./ 1 I t...� A N t e ® WATER VALVE I/�\ (�'''`�� {/"''�j 1R\ /SSI }y Y AVENUE /�� � // � 11 1I tI it�'''�'' (tom\ � 1t a1 tt�'��'' i 94 HEADWALL / T \J `e.../ A Y{ L t A V E t v 1,,.�J 4..�. I i V T I i i_... RALPH GEO \GE t V {ASTROI V ONE CL..,/, i . E. NEW -.294--- CofVTauR LINE VILL4GES OF Consulting Engl rs�A AYE= B;200< AND POP -,-)T C�FSTE 13 Dove Court, Croton -on -Hudson, New York 10520 p �. VVESTCI-ESTE? COUNTY , ICY (91 4) 271-472 t 4763 REVISED: 4/4/8,9CC,--.ALS= i " - ATS= 1=8{� AIRY 2 7 1 989 REVI SED 3 j9/89 SCALE: Q D o p oli s - SHEET I OF S1-4FETS I 100 100 T1 L=50' VC1 L=100' T2 L=400.12' 98 — — — — — — — — — — — — EXISTING GRADE — — — — — — — — — — — — — — — — — — — — -- 0.5% PROP� DSED GRADE 96 96 Q) C) 00 94 z Uj 94 a Ul C) LL 0) N Ui U_ 92 41 92 CL CL Cl CL vt O LO OU) C) + + + + + + 90 0 0 1 01 90 0+00 1+00 2+00 3+00 4+00 5+00 6+00 COAD P P,71 0 F I L E SCALE: 1-l40Q. I " = 30, VEQ, I " = 2' 100 (6 It 100 Otri C% — — EXIST GRADE — — — — — — — — — — — — — — — — — — — — _.— — — — — — — — _....._.—J._.._—_._.—._ — I 95 "'M 95 Zi op. G�RAE 15" DRAIN V� 140. 08 L- F, PVC soR 35 1-0'0 15' DRAIN 5- DRAIN 5" DRAIN 45; "" 15" DRAIN IGAS 177.11 L.F. 8 p vc SDfR 35 1.00 X 90 L 'file" V 196-77 L.F. So pVC.SDR 351.0Q 12�, 20f 90 `-4* *WATER CONNECT TO EXISTING =858" SAN., SEWER A T COML A 85 t (6 M + + + + 80 so 0+00 1+00 2+00 J-+00 4+00 5+00 6+00 SANITAQY SEVVEQ PQOFILE SCALE: 1�40Q. I " = 30, VEQ. I " = 5' 95 M5 "a 85 m 1+00 MMOT&I RALPH GEORGE MASTROMONACO, P.E. Consulting Engineers 13 Dove Court, Croton -on -Hudson, New York 10520 (914) 271-4762/ 4763 3+00 4+00 DRAIN �PZIOFILE SCALE: �40Q. I " = 30' VEQ. I " = 5' WE We 100 95 m 80 6+00 7-f- 00 PQOFILES/I�'OAD/SAN . /DP?4IN FINAL SUBDIVISION PLAN' AT COMLY AVENUE IN TI -4E VILLAGES OF QYE BROOK AND PORT CI-4ESTEP? VVESTCk-­JESTED? COUNTY, NY SCALE; AS S"OVVN DATE: APlZDlL 4 1989 Sl-­IEET Z OF 5 Sk-lEETS CASTING AND COVER SHALL BE EQUAL TO PATTERN #1204 AS MANUFACTURED BY CAMPBELL FOUNDRY CO. HARRISON, N.J. TOP OF CASTING a FINISHED GRADE 2 COURSES OF BRICK -� CAST IRON STEPS -�, EQUAL TO CAMPBELL PA TTERN #2588-1 PRECAST CONCRETE RISER SECTION AS NEEDED V-11" -- - -+ 3'--0" DIA. S.W.D. D_ t... 12" a --�- t"-- 6" D pw -- 4'-0" MIN. DIA. - MIN..— PRECAST CONCRETE BASE RISER SECTION AS NEEDED i1 6" COWACM SAND OR fit' CRUSHED STONE V r 8,. r �,X �% \1'�iunlnlTUIxB€ArErIaL��, `moi 6'-0" DIA. SANITAP:'Y MANI-IOL.E N.T.S. 6" SLOPE t/4"/FT. PIPE ?8" TO 48" 16.00' (5) 36" DIA. CMP CULVERTS DETENTION AQEA SECTION N.T.S. 4" VERTICAL FACE EMBEDDING DETAIL 2 RE -BARS, STEEL PICKETS, OR 2" x 2" STAKES 1 1/2' TO 2' WIRE OR NYLON IN GROUND BOUND BALES PLACED ON THE CONTOUR FLOW ANCHORING DETAIL CONSTRUCTION SPECIFICATIONS 1. BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4". 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY STAKES OR REBARS DRIVEN THROUGH THE BALES. THE FIRST STAKE IN EACH BALE SHALL BE ANGLED TOWARD PREVIOUSLY LAID BALE TO FORCE BALES TOGETHER. 4. INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. 5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. I--iAYBAL DIKES FRAME AND GRATE CAMPBELL #2541 NOTE: USE CAST IRON STEPS FOR DEPTH --L 6" - i 0.0. i 2' 2 COURSES GREATER THAN 4' CONC. BRICK (CAMPBELL NO. 2580 OR EQUIV.) 6" PRECAST CONC. 6" OR CONC. BLOCK 4'-00" AS SPECIFIED 2'-6" y\\ COMPACT IN 12" LAYERS W Q 24" CLEAN BACKFILL f PIPE ` .25 x 0. D. L T__T 2- 12' SUMP CLASS 1 CONC. BASE ' 6" - 3/4" CRUSHED STONE 6" CRUSHED STONE 6" CRUSHED STONE 1 ° - r UNDtSTU BEI MATERIAL - -- I ---UN ��TURURBMAER7AL: : P -' I \i`✓'� FRONT VIEW SIDE VIEW TYPICAL PICAL I (CEk� AND PIPE CATCI- BASIN BEDDING DETAIL N.T.S. N.T.S. 3/4" 1"RR 2"R INSTALL 2" DEP. CURB AT DRIVEWAYS 8" 1 "R ASPH. CONC. TOP ASPH. CONC. BASE - 9 1/2" �•► O ASPI-IALT CONCP�?ETE CUQB N.T.S. 5'-0' 36" DIA. " y 6" 6" CMP INLET 6 6 PLAN DETAIL OF 4 5 TNQUST BLOCK N.T,S. PLAN DETAIL OF 22 1/2* T PU ST BLOCK N.T.S. rn CAMPBELL PATTERN # 2538 15" RCP INLET ASPHALT CONC. CURB k- 100 YR EL. 92.31 ON PER FT. p A - 114- PER F7. a c* -- ORIFCE AND WEIR / \ 36" DIA. PERFORATED CMP rn "-8" t 6" 1 "- t 4" t4"-16 16 32 3624 24" 4 PEE- -8 -A 6" 10"-12" 7" 14--16- " 3-0-- "18"-20" 18"-20' 9" 3 24 2 4 PLAN DETAIL OF TEE THRUST BLOCK N.T.S. PLAN END VIEW PIP SI E A B -8 14" 1 10"- 12"t 14"-16 4 4" 3 " 18"-202;4- 8 -20" 60 40" 24 72 48 PiP SIZE A 14 16" BOLTS 20"*40'" 6" 4"18"-20" -3 4" 518" 30" 112" 24 3 48 DETAIL OF 9 0* BEND T APUST BLOCK N.T.S. PAVED WIDTH = 28' 2' — 3' 1-712' TOP COURSE NYSDOT ITEM 403.1701 ASPHALT CONCRETE I 1-1 /2" BINDER COURSE NYSDOT ITEM 403.13 1 „ PER FT. ASPHALT CONCRETE �'- 4 INLET �4 6" SUBBASE COURSE NYSDOT ITEM 304.02 fff TEL. AND ELEC. COARSE GRANULAR MATERIAL rn rn 1 1 WEIR EL. 90.03 2.5 / a 00 f 15" RCP OUTLET n t N r MIN. 10 FT. SEPARATION 8" DIA. LOW LEVEL i" OUT TO OUT ® EL.88.32 O 6" WATER 8" SAN. rn a ' 1 1 SECTION 15"RCP OUTLET PLAN CONTP�?OL STQUCTUQE N.T.S. HYDRANT AS PER 'WATEROUS' OR AS APPRCVED BY NY AMERICAN xxWATER CC 15" DRAIN TYPICAL QOAD SECTION N.T. S. PIPE CLAMPS RODS BOLTS STEEL WASHERS 6" x 2" -3 4" 518" UNDERDRAIN 112" x 3" -112' 8 5/8' x 2-112- 314" 518- 4" DIA. 1 2" x 3- 70- 5 8 x2-1 2 78 314' 712- x3 12 5 B x 3 1 7/8- 1 2 x 3-1/2 VALVES AS PER 'CLOW' OR EQUAL OPEN RIGHT RESILIENT SEAT 2" MIN 6" MaX -\",�18" MIN.vAL VE BOX } CURB i D �S(O UNDISTURBED GROUND � 5 7 f2' STANDARD HYDRANT O BACKFILLHED TOTOSWf� WITHIN 4' MIN. E If 4'-6" MIN COVER SPy� 18" OF F.G TYPICAL VALVE1" TYPE K COPPER PIPE FOR SERVICES 2' SQ. CONC. WEEP HOLES IN BASE INSTALLATION CORP. STOP FOR TESTING L/ -AS PER NY AMER. WATER CO. THRUST BLOCK o ,\ r TO BE FREE OF OBSTRUCTIONS SANITARY OQ STOQM DRAIN WATER MAIN CROSSING N.T.S. RALPH GEORGE MASTROMCONACO, P.E. Consulting Engineers 13 Doge Court, Groton -on -Hudson, New York 10520 (914) 271-4762 / 4763 J7 11 - r �- CORP. STOP FOR SERVICES �- WATER MAIN Lpu SURROUND WITH 1 1/2" ' CRUSHED STONE ""-BOLTSANDAND CLAMPS NOTE: ALL CONNECTIONS FROM MAIN 18" MIN. ALL SIDES TIE RODS TO CURB BOX TO BE MADE 12" SO. FLAGSTONE IF GROUNDWATER ENCOUNTERED WITHIN BY N.Y. AMERICAN WATER CO. OR 18" SO. CLASS 7 FT. OF SURFACE — WEEP HOLES SHALL DUCTILE IRON PIPE CL 50 B° CONC. PAD BE PERMANEN-LY PLUGGED AND HYDRANT DRAINED BY PJMPING. W;L7Ef2 CONNECTIONS SECTION N.T.S. N+0*4 Lj 1. 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 A N.Y. STATE LICENSED PROFESSIONAL ENGINEER. 3. EROSION CONTROL MEASURES, INCLUDING STAKED HAYBALES, SHALL BE REQUIRED AS DIRECTED BY THE VILLAGE, ACCORDING TO STANDARDS DESCRIBED IN THE WESTCHESTER COUNTY BEST MANAGEMENT PRACTICES MANUAL FOR CONSTRUCTION ACTIVITIES. 4. AS BUILT PLANS SHALL BE REQUIRED AND CERTIFIED BY A N.Y. STATE LICENSED PROFESSIONAL ENGINEER. 5. ALL PROPERTY DISTURBED 1N THE R.O.W. OR ON PRIVATE LANDS, SHALL BE RESTORED TO NEW CONDITIONS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL APPLICATIONS AND PERMITS REQUIRED FOR CONSTRUCTION. 7, THE ROAD AND UTILITIES SHALL BE STAKED IN THE FIELD BY A N.Y. STATE LICENSED SURVEYOR. 8, UNDERGROUND GAS AND ELECTRIC SHALL BE AS REQUIRED BY THE VILLAGE AND CON EDtSON. 9. WATER MAIN CONSTRUCTION SHALL BE AS REQUIRED BY THE N.Y. AMERICAN WATER COMPANY. 10. WATER AND SEWER CONSTRUCTION SHALL BE AS REQUIRED BY THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH. STANDARD AND SPECIAL DETAILS FINAL SUBDIVISION PLAN '^ AT COMLY AVENUE IN Ti- --1F } VILLAGES OF y 1 IIYE B(�OOK AND PORT CNTE=1 WESTCI-IE<STE=P,? COUNTY, I\IY SCALE= AS SI--IOWN .DATE: APRIL. 4 1989 SNE�T OF SkAEFT FILTER MATERIAL FOR UNDERDRAIN ' ,. R.O.B. OR CRUSHED STONE 4" DIA. PERFORATED OR POROUS PIPE NOTE: UNDERDRAIN REQUIRED IF SUBSURFACE WATERFLOW IS ENCOUNTERED 1. 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 A N.Y. STATE LICENSED PROFESSIONAL ENGINEER. 3. EROSION CONTROL MEASURES, INCLUDING STAKED HAYBALES, SHALL BE REQUIRED AS DIRECTED BY THE VILLAGE, ACCORDING TO STANDARDS DESCRIBED IN THE WESTCHESTER COUNTY BEST MANAGEMENT PRACTICES MANUAL FOR CONSTRUCTION ACTIVITIES. 4. AS BUILT PLANS SHALL BE REQUIRED AND CERTIFIED BY A N.Y. STATE LICENSED PROFESSIONAL ENGINEER. 5. ALL PROPERTY DISTURBED 1N THE R.O.W. OR ON PRIVATE LANDS, SHALL BE RESTORED TO NEW CONDITIONS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL APPLICATIONS AND PERMITS REQUIRED FOR CONSTRUCTION. 7, THE ROAD AND UTILITIES SHALL BE STAKED IN THE FIELD BY A N.Y. STATE LICENSED SURVEYOR. 8, UNDERGROUND GAS AND ELECTRIC SHALL BE AS REQUIRED BY THE VILLAGE AND CON EDtSON. 9. WATER MAIN CONSTRUCTION SHALL BE AS REQUIRED BY THE N.Y. AMERICAN WATER COMPANY. 10. WATER AND SEWER CONSTRUCTION SHALL BE AS REQUIRED BY THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH. STANDARD AND SPECIAL DETAILS FINAL SUBDIVISION PLAN '^ AT COMLY AVENUE IN Ti- --1F } VILLAGES OF y 1 IIYE B(�OOK AND PORT CNTE=1 WESTCI-IE<STE=P,? COUNTY, I\IY SCALE= AS SI--IOWN .DATE: APRIL. 4 1989 SNE�T OF SkAEFT I r \d YttUM-ALL a -294 -CONTOUR LINE GEORGE MASTROMONACO, P.E. AT COML_Y AVE—:NUE IN T1- E Consu I1 i ng Engineers 4 ,ffi,� V I L_ L+ AGES O F I 13 Dove Court, Croton -on -Hudson, New York 10520 I IYE B 100K AND PC��'T CI--IESTE� (914) 271-4762 / 4763 VVFSTCI--IESTEQ COUNTY, NY REMSEQ..3,9,89 SCALE: 1" - 3 O' DATE= FEBQUAQY 2 7 1 989 I 10;4—t4o 01 7 2 'k. EX. SMH RIM 94.77 t INV 89.17 t EX. DI RIM s8.fl "MAPLEWOOD" • � f } INV 94.8 FILED MAP Ex. DI 1 RIM 97.3 i INV 94.1 a 55!.29' WESTCHESTER COUNTY w _ 66' ' , 92.02' 74.00"8.41 G NOTE: EDGEWOO ' ) CONNEXISTECTION SEWER DR. `✓ B _ `�.,' CONNECTION TO f` �% y_ `'. _ REMAIN Ft<` c N.F. ANGLICAN �,� Q _ 21, _ - - p � --- __. _�_ _ _. __ _---- _.__._ RYE BROOK f CHURCH OF THE ADVENT 3 17173.87 s. f. 0.394 setas Ni f 7�� eOODLAND 10• ice- 2 DR. J , t •i, } 9 s. f. { / �} 9701.7 t0 `. 0.223 acres W I F -"-33.44 Aix W it B2 r ... . _ _ 4 � _ RES eras - - ___- >• s'fat l .238 _ : +- � ?00 4.13 s f 1ST. ,..+.. Ji,: :?jt' -... ... _.._ .i > _ - 1 _ F. } -- { 1 4 [ .. s � _ t EXIST. ' } 15004.59 s, f, ` 5. 0.344 QCres . � ` - j v _. EX. SMH l 12118:37 s.f. 10425.87 s. f. u RIM 93,8 >°' 0.2'78 aeras • a , 0.239 acre . INY 87, 6 . , NOTE:#`....� iQj _,, C$4 -R ��Ti-iT�� 15» PPSTA. 8+19.05 R _. - - - - CONNECT LOT 2 ..- _ L- INV 93< RIM 97.50 HOUSE TO NEW (k .40 `" 93 I I , j a� ti SANITARY 4 -- j INV. _ r . j \t�` SEWER O Z ' EX. SMH 4�O �. f cP Firi CB -IL RIM 94.8 0 _ - _ _ - $! INV 88..1 , �2yFi� RtAf 93.30 iTI INV. 89.54 N i sMH 4 p e ;' Y _ _ { C$2 -L STA. 5+13.36 g r i.SOF*ct` ?'A N.F. W. TODD SMH 2 OC` ' SMH 3 WO RIM 96.10 RIM 97.00 t e: di t4 1" STA. 1+96.17 STA. 3+73.28 LEG INV. 93. 10 INV. 92.50 SMH 1 , '� F` COPPER RIM 95,23 STREET RIM 41 STA. Ot00' 24 LF 15" RCP 1.00% ANS. ?" COPPER t % h {{ INV. 89.23 LIGHT 1 " COPPER INV. 1.09 /774.00' COPPER Al. } RIM 92.40 1 1" COPPER o INV 87.36 f 138.39' 7 . _ 47 4' 4 r.._ ELEC f TEt. fCAfJLE - 333.94° Q ` _- ii � 7 , t - - =r- -*-=" x- ----------- --- DIP WATER MAIN __- _ __ �_ __- --- -_-_ __ - - - �4 t _ _- T4 t _ _ _ _-_---- -- , m - ' _• _ C$''°'!R/c.S (SEE DETAIL) �� I%.mc�•,,y:�� _ �- ^�':...__ � t � .r �, �- �•'♦ #Ct` v STA. 0+34.75 .° ' mvz, R4clorgc6 d. ; ip a } s ' 'i.^. , a rr -• 198.17 LF 8" PVC SDR 35.1.00x 777.11 LF 8" SDR 35 1.0 * r, w r fO U4 RIM 93.30 ice) + _ } �c 4 t0 # 13 INV. 88.32 I -, _, - -a----.-...-_.._T_-.--_,__ d---- -- v -e.-_- ----_ _- o !40.08 LF 8''PVC R 3S 1.00X y� INV. IN (15) 89.30 --°---� } x _ - - -} 96 j tv o 1 RETENTION SYSTEMaN I 1774. ,� 7&8L � IA' fl: j - - ---._._..._-.,...-..--------- - - - - - - - - -_-.- FAIRFIELD \ COUNTY Z\ 0 120A � P [[ lT ��S E 1 1 0-. 1--% A -'T- i.-� k t T 7 4 VILLAGE OF PORT CHESTER 34.75 LF 15 RCP 1.00X i ' ,. +w % 24 LF 15 RCP :. 7X �. t EX. SMH HAYBALES 5.10' 137(3.00 PO.00` w S1AiE7 ��KHV�I V LANE , ter/ y'' tlGtiT `CB3-R 1" COPPER. G... 5� 9rj RIM 97.40 1' coPPER 4" 1. r ea f2 „� - SIA. 5+39.23 t .. h w INV. 93.10 d _ ORIGINAL PROPERTY LINE . .. t 113 40 UNDER �. C82 -R ' STA. 3+ 79.3 N.F. ANGLICAN � � 5,3.35' _ � : . CONC. PATIO 96.1fl RIM CHURCH OF THE ADVENT ti � j SIGHT REQUIREMENT.� INV. 92.20 J NO BUSHES MAY HE i EXIST. e PLANTED EXCEEDING 30" IN HEIGHT. RES. EX. CW9 8 RIM 90.97 ` s - ' . 7 INV 87.97 793A8 53 s.f7927.51 sf. l e O. 8. les 0.182 acres 0.174s = 10 `" }, a pO 1 () 37-11".,04F5.'O4 s.f. 0.862 acres 1 EXISTING TORY i c - SHED A. t /^� (aLANAO� (\ J� G. do A. L{3IZZa N, HA YBALE fSDI,,KRy��ry}Ery HA YBALE DACE Q�� Q�.OI •~" L" `.� y.SV-V:.eL T °, t� i+iAwii: •lam •,�. 33.2.49' 7a v n .v�,.♦...n 4'q Si`• '.;-�.: sv ;' 4'*+.. 4' S' 5: . j x 94 513.43' r NOTE: ADDITIONAL HAYBALES MAY BE REQUIRED, AS DIRECTED BY THE VILLAGE ENGINEER. ZONING ANALYSIS VILLAGE AGE OF 12Y BROOK R - S 5 FR. RES. N.F. ROSEN - MIN. LOT REQUIREMENTS F5 Q S p � , -�-' AREA # . Ofl F µ' c- WIDTH 100' �^ i V ♦ i • 'KING'S i 4� '4f . 1.✓1..1 �` I's I �f.r1 I §#' 125' 0 r ` e •• DEPTH - o� -� FiaRl1!# S RYtCfS SETBACK REQu##2EMENT APPROVED srREcraR Ruetrc woRxs °� #IYISI{}N C» EPIYtRC?NMENiAL S t t� `4 RYE BROOK --� <�d......' FRONT PLAINS, N. Y. -a -IM. (^' REAR s a-- r= ,' � , � ,�,, ae -� • �` ATTACHED DN+ELLINGS these pl.rrss for .. ✓�'•'� ... 1 0l t%t5 Si 5' MIN a _ APPROVE Y• VILLA E ENGNEER , PCNS'T CHESTER ; + of thew or Ste}e.e•• TOTAL. 2 SIDES 40' to are l�al:eby appra+fed pursuan, . �s All ecifi ions materials and Irl ods of � itar Code and Article # 7 c f the New York State Envi onmentaVIC00 sp construction to be In � � VILLAGE OF PORT CHESTER #2 -- 7 ' s accordance with the Village Construction Standards and Specifications A lefvet�on Law, subtect to , rovifiol s ? t 4 �1latlts t%vod this detl� MIN. LOT REQUIREMENTS and with the requirements of the Board of Trustees Resolution of AREA 7 , 500 SF t 4 Camra' eo r cr H I�', i Approval dated 1989: LEGEND A # i t r ! WIDTH 7 O' I 51 I4rtt t11i«113Sio!#C! 0'. P. Alth T P Cr1'` * i��1s Approved by. ExrslNc PROPOSED DEPTH # 00` ~, [� © CATCH- BASIN D" Oft of 'tr�r+rn t F�#ea �v`ti! ++` DRAIN MANHOLE tomrm*aded by SETBACK Ri QLJIREMENTS i ( SAN. SEWER MANHOLE F12ONT 30' } t w Mayor Date y V HYDRANT � REAR 30' 8 DRAIN INLET and a 0 WATER VALVE SIDE # O' M#N V HEADWALL TOTAL 2 SIDES 20' ..."294-- CONTOUR LINE t b. e© STREET LIGHT Mayor Date TREE FLOWERING BRADFORD PEAR STREET J* CALIPER - 15' H. NOTE: ALL PROPOSED TREES TO BE FINAL SUBDIVISION PLANT �f AT CO ILY AVENUE- IN TI IES RALPH GEORGE MASTRGMONACC, P.E.VILLAGES OF � r I Consuffing Engineers � � _ y � � I �` � Rl /28/49 t REVISED: 10112189 QYE= BQOOK AND POI T Ci- E `f`Ee 3 Dove Court Croton-on-Hudson,New York QSr�� , ; __ w NOTA, ALL STREET SONS AND STREET LIGHTS REVISED: 6/26189 j 2O £ . �' As R SPECS OF THE VILLAGE OF RYE BROOK OR E VILLAGE OF PORT CHESTER, AS NECESSARY REVISED: 6112 fS9 - VVE TCk4`� TE~I CC�l..y1NTY NY {9 4 4) 271-4762 1 4763 REVISED: s/ s/ss Fss��REWSED: 41499 REVISED: 3/9/$.9 SCALE: 1 = 3 0' DATE' FEBQUA�,DY 27 , M s� SHEET I OF SHEETS IF • 100 TI VCI L=100' T2 L=400.12' O rn 96 CN OD rsf 94 Q cy- 9 2 Gill F) -1- 511, m 95 NZ um EXISTING GRADE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.5% PROPOSED GRAD ............. : ...................... VI w LAJ I�ul Q- Lj- O Z41 Q) Q CJ U) 2+00 3+00 4+00 5+00 MCAD PP.,)OF=ILE SCALE: I it 3of k� VE. 1 2' um m �Ml M Im 95 ml W 2 COURSES OF BRICK CAST IRON STEPS - EQUAL TO CAMPBELL PATTERN #2588-1 PRECAST CONCRETE RISER SECTION AS NEEDED - PRECAST CONCRETE BASE RISER SECTION AS NEEDED 8" CASTING AND COVER SHALL BE EQUAL TO PATTERN #7204 AS MANUFACTURED BY CAMPBELL FOUNDRY CO. HARRISON, N.J. PIPE TOP OF CASING - FINISHED GRADE 2'-11' - 3'-0* DIA. S.W.D. 12" -6- �i 4'-0" MIN. DIA. 6' MIN.- - - T r- SLOPE 1/4 -/FT. 6'-O* DIA. SECTION 5. 18" TO 48" 7- 1 NAT F, KT . 14:;tHT JOIW'r WITH Ftf.XIt3-E 4A'-r,['T ��l VNECT NEW 8" SAN. 9n FRAME AND GRATE CAMPBELL #2541 0. D. + 2' NOTE: USE CAST IRON STEPS FOR GREATER THANDEPTH 4 2 COURSES COMPACT BACKFILL IN 12* LAYERS kt­mmr-or." lvv. CONC. BRICK OR EQUIV.) 6' PRECAST CONC. 6 - OR CONC. BLOCK AS SPECIFIED -W. 2'-6- 4 - 2 CLEAN BACKFILL PIPE 2- W N .25 x O.D. L 12" SUMP ••6-- 314- CRUSHED STONE CLASS 1 CONC. BASE 6' CRUSHED ST19NE ..... TYPICAL TIZDENCI­-•I AND PIPE D cief '1 11 BEDDING DETAIL -%j �ND(�'r lfl� FRONT VIEW SIDE VIEW N. T. S. CATCI­­I BASIN N.T.S. 314- RADIUS 16.00' -r2 6' '�12f:� BARS (5) 36- DIA. CUP CULVERTS N \� -- - - - - - .-- - - - - - - _. _. - - - - - FINISHED GRADE Z7 VRAFI FABRIC OR EQUAL 314- PREMOLDED EXP. JOIN T TO BE J. USED WICONC. PA VEMEN T ONLY. CONCRETE CLASS 15.00'-- CONCQETE CUR N.T.S. 36" 6 5--0- CMPER QETENTION ALBA SECTION 6 _6 36" DIA. _16�16� 01�P INLET N.S. 1 i pi -P itut c,,r 1 4 •I CAMPBELL PATTERN # 2438 TEL. AND ELEC, CRUSHED STONE 1 0 Vo 0 0 V4, A 6- _pt A -.2- 100 YR EL. 92.31 • PLAN 6 0 V, P ORIFICE AND WEIR 4V( 1 10 f I V It TRAFFIC I Ll 11 '_1 SANITARY MAN��OLE 2 • as (A * /1 4 4 __�35- DIA. PERFORATED C�P 4 b I' C - INLET N.T.S. A MIRAF? FABRIC I I 0) (NEW SMH 1 AT COMLY AVENUE) A OR EQUAL 2.5' WEIR EL. 90. 03 4�15' RCP OUTLET * 7 B" VIA. LOW LEVEL EL.88.32 PLAN NOTE: LOCATE STRIP ADJACENT 0' CR. STONE TO POINT WHERE CONSTRUCTION 8' COMPACTED CRUSHED STONE ,Yh EQUIPMENT AND TRUCKS ARE 6' MIRAFf FBRIC OVER SECTION 15 RCP OUTLET----_""4rlRLAN EXITING CONSTRUCTION AREAS OF SITE. COMPACTAED SUSGRADE (STRIP IS ONLY TEMPORARY 1� UNTIL BINDER COARSE IS INSTALLED) CONTQOL STQ_TUQE N.T.S. SECTION MUD-TQACKING GRAVEL STP,>IP HYDRANT ; PER 'WATEROUS' OR AS APPRO)D BY NY AMERICAN N. T. S. WA TV'= C 4' VER77CAL FACE EMBEDDING DETAIL 2 RE -BARS, STEEL PICKETS, OR x 2' STAKES 1 112' TO 2' WARE OR NYLON IN GROUND BOUND BALES PLACED ON THE CONTOUR FLOW ANCHORING DETAIL CONSTRUCT70N SPECIFICATIONS 1. BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT SALES. 2. EACH SALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4-. 3.- SALES SHALL BE SECURELY ANCHORED IN PLACE BY STAKES OR REBARS DRIVEN THROUGH THE SALES. THE FIRST STAKE IN EACH SALE SHALL BE ANGLED TOWARD PREVIOUSLY LAID BALE TO FORCE BALES TOGETHER. 4. INSPECTION SHALLBE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE MADE P"MPTLY AS NEEDED. 5. SALES SHALT. 8E REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. PAYBALE DIKE 0 Oft S SOO solose? SANITARY Off' STOQM DRAIN MAIN CROS SINCE N.T.S. j,MAINTAIN 10' H0KlE0Q'rAL_ -K��FAKATIOW e�IETWFf-fj WATVA VAN AWP 156�ww - 2. IF 10' 4AMMOT I�E- NiVT />RFAI�Arli HMLTH ptp/*-p,*wr AWKNAL * rlEaulp-up. RALPH GEOIFI�_'GE MASTROMO" I A r-*,, 0, IN Pv'� P. E. Consulting Engineers 13 Dove Court, Crolon-on-Hudson, New York 4 0520 (94 4) 271-4762 / 4763 PLAN DETAIL OF 4 5* T --TRUST BLOCK N.T.S. =WRAWTUMN Imadvmmullim m9reldommiffe7aw7m amasna"103FU mulaFKA"; m0m �IMIlpzmmmd END VIEW PIPE 7F PLAN + 7" DETAIL OF 2 2 1/2* 14 -16 iiiii 18*�-200 T�4QIJST BLOCK 24" PLAN DETAIL OF TEE THPLIST BLOCK N.T.S. END VIEW pleg SIZE 91 -S' 14 IS - 1 7& -@-Q" 24 72-- m WA mWXr ld] DETAIL OF 9 0* BEND T�­IRUST BLOCK N.T.S. . PAVED WIDTH 28' 2- 31 CONC. CURB 1 112- TOP COURSE NY -SOOT ITEM 403.1701 ASPHALT CONCRETE 2 t/2"BINDERCOURSE 403.13 ASPHALT CONCRETE 1. PER FT. 1114' PER FT. 3' DENSE BASE COURSE I . v 8- SUBBASE COURSE NYSDOT ITEM .304.02 FILTER COARSE GRANULAR MATERIAL MATERIAL FOR UNDERDRAIN MIN. 10 FT. SEPARATION OUT TO OUT R. O.S. OR WA TER 8" SAN. 0 CRUSHED STONE /0 4' DIA. 0 15 DRAIN PERFORATED OR 0 POROUS PIPE NOTE: UNDERORAIN REQUIRED IF SUBSURFACE WATERFLOW TYPICAL ROAD SECTION ISS* S ENCOUNTERED HEALM ER CDU,NTy t,,ff_PAR'Fl`fAtNl 4!j5j -,� " 1 11-1 p DivistION c", KOO J,etjs art, Iry 161. Sanit*!Y It PIPE "--FV or, LjfvLXr_rT frFc. DIREC77ON OF A N.Y. STATE LICENSED PROFESSIONAL ENGINEER. CLAMPS RODS BOLTS STEEL WASHERS 6. 112" x 2" 314" 5 /8' 112" x 3" 8" 518" x2-12 ? 3 5 lZ2" �i x 3 16�5 - -i - 718- 3 - I 8- UNDERGROUND GAS AND ELECTRIC SHALL BE AS REQUIRED BY THE O. 4,ld a & 4,7Z 4A X J 12- 5/8- x 3- 112- x 3 VALVES AS PER 'CLOW OR EQUAL 2" MIN 6' MAX -\,",18- MIN. VALVE BOX UNDISTURBED GROUND SNDARD HYDRANT #3 CRUSHED STONE-- 5 112' BACKFILL TO WITHIN 4' MIN. 4'-6- 18" OF F. G. TYPICAL VALVE-\\ 2' SQ. CONC. WEEP HOLE IN BASE S TYPICAL VALVE CORP. FSTOPFOR TESTING THRUST BLOCK TO BE FRE OF OBSTRUCTION (2500 PSI CONC.)'_�� NOTES: I. THE CONTRACTOR SHALL LOCATE AND VERIFY IN THE FIELD ALL UTILITIES - GAS, WATER, ELECTRICAL - BEFORE THE START OF CONSTRUCTION. .2 THE INSTALLATION A*n^Ki fW WATER AND �-C' CORP. STOP FOR SERVICES A"LY4 , OF 6,�_ � or- � WATV--K ca"se-m-p pwm -rH* 1Aw Pwrr_i&�Tipw * 4qfm P*WW4--I-,W AWIP ftfjqM J�* Lj,,12f� " 'fl -W PAJQ6, 414ALL WA TER MAIN 4W%4lfTW '01 14 W0Pl?-H;*TW 40UNT-� VwAfcrwt�1 :x Hg�1.04, A F96*Ur-*l APP LEAPML' jWr �HALL , f* �-AvLe JW AZCOVD"E� WrrH 44,115 CRUSHED STONE BOLTS AND CLAMPS NOTE: ALL CONNECTIONS FROM MAIN j Yvp(vTlAfI6 C WO OF fHt- AVYWA 60�44f"f". TIE RODS T( SURROUND WITH 1 t/2" •` CURB BOX TO BE MADE 1W A40r-KWI� WITH TW 10,,,TA-ri�� 18' MIN. ALL SIDES 8, 4T-AWPAD5WTlZtfjfKoTJ THP_AUMA" LEAKA4t- '�HAU, QCIT W_6Lp12" S.C. FLAGSTONEI IF GROUNDWATMNCOUNTERED WITHINBY N.Y. AMERICAN WATER CO.tfo / Q4 H I?Ay OR 18' SO. CLASS 7 FT. OF SURFA( - WEEP HOLES SHALL DUCTILE IRON PIPE CL 50 'S' CONC. PAD BE PERMANENTLPLUGGED AND HYDRANT DRAINED BY PUNNG. \/VATEQ CONNECTIONS SECTION S T A I"N'D A;�? D ARID SPECIAL DETAILS N. T. S. K I FINAL SUBDIVISION PLAIN AT COMLY AVENUE IN TSE VILLAGES OF RYE BQOOK AND PORT Cl­­IESTS:�. VVESTC�­IESTE;2 COUNTY NY REVISED: 10112189 AS SHOWN IDATE- APQIL 4 1 989 REVISED: 6115/9.9 SCALE: 0. "n, OF --3 SI­­IEETS S�­IEET ---------- I "--FV or, LjfvLXr_rT frFc. DIREC77ON OF A N.Y. STATE LICENSED PROFESSIONAL ENGINEER. 3- EROSION CONTROL MEASURES, INCLUDING STAKED HAYSALES. SHALL BE REQUIRED AS DIRECTED BY THE VILLAGE, ACCORDING TO STANDARDS DESCRIBED IN THE WESTCHESTER COUNTY REST MANAGEMENT PRACTICES MANUAL FOR CONSTRUC77ON ACTIVITIES. 4. AS BUILT PLANS SHALL BE Reoumm AND CERTIFIED BY A N.Y. STATE LICENSED PROFESSIONAL ENGINEER. CURS 5. ALL PROPERTY DISTOWED IN THE R.O.W. OR ON PRIVATE LANDS, SHALL BE RESTORED TO NEW CONDITIONS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL APPUCA77ONS AND PERMITS REQUIRED FOR CONSTRUCTION. Z THE ROAD AND UTILITIES SHALL BE STAKED IN THE FIELD BY A N.Y. STATE LICENSED SURVEYM 8- UNDERGROUND GAS AND ELECTRIC SHALL BE AS REQUIRED BY THE MIN COVER VILLAGE AND CON EDISON. 9. WATER MAIN CONSTRUCTION SHALL BE AS REQUIRED BY THE 1" TYPE K COPPER PIPE FOR SERVICES N.Y. AMERICAN WATER COMPANY. ,ofASPER NY AMER. WATER CO. 10. WATER AND SEWER CONSTRUCTION SHALL BE AS REQUIRED BY THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH. lI-rf*TtQ4 AmV Pt-,$lmF66TiW4 Or- WA'rKMAlQ/7 4HAL.L. COWFOKM TO THE AWWA 15TAWVA937 CaO I - 61 "CLPT f�91Z -56/-TIOW 5i - 1 F�9r_ - P141QF-W,-nkLl' WATT "RtWl6,-A,66bfYA0�Lfir ZO$iWl.T* Ori3�SG�Ei:iUl iii. CORP. STOP FOR SERVICES A"LY4 , OF 6,�_ � or- � WATV--K ca"se-m-p pwm -rH* 1Aw Pwrr_i&�Tipw * 4qfm P*WW4--I-,W AWIP ftfjqM J�* Lj,,12f� " 'fl -W PAJQ6, 414ALL WA TER MAIN 4W%4lfTW '01 14 W0Pl?-H;*TW 40UNT-� VwAfcrwt�1 :x Hg�1.04, A F96*Ur-*l APP LEAPML' jWr �HALL , f* �-AvLe JW AZCOVD"E� WrrH 44,115 CRUSHED STONE BOLTS AND CLAMPS NOTE: ALL CONNECTIONS FROM MAIN j Yvp(vTlAfI6 C WO OF fHt- AVYWA 60�44f"f". TIE RODS T( SURROUND WITH 1 t/2" •` CURB BOX TO BE MADE 1W A40r-KWI� WITH TW 10,,,TA-ri�� 18' MIN. ALL SIDES 8, 4T-AWPAD5WTlZtfjfKoTJ THP_AUMA" LEAKA4t- '�HAU, QCIT W_6Lp12" S.C. FLAGSTONEI IF GROUNDWATMNCOUNTERED WITHINBY N.Y. AMERICAN WATER CO.tfo / Q4 H I?Ay OR 18' SO. CLASS 7 FT. OF SURFA( - WEEP HOLES SHALL DUCTILE IRON PIPE CL 50 'S' CONC. PAD BE PERMANENTLPLUGGED AND HYDRANT DRAINED BY PUNNG. \/VATEQ CONNECTIONS SECTION S T A I"N'D A;�? D ARID SPECIAL DETAILS N. T. S. K I FINAL SUBDIVISION PLAIN AT COMLY AVENUE IN TSE VILLAGES OF RYE BQOOK AND PORT Cl­­IESTS:�. VVESTC�­IESTE;2 COUNTY NY REVISED: 10112189 AS SHOWN IDATE- APQIL 4 1 989 REVISED: 6115/9.9 SCALE: 0. "n, OF --3 SI­­IEETS S�­IEET ---------- I