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LIST OF DRAWINGS CD -1.0 LAYOUT PLAN CD -2.0 GRADING PLAN r-,��—.- - —.� •--_..,,,,•, aY--- ...� CD -3.0 UTILITY PLAN �...,,, •�--.--��' CD -4.0 PART PLAN CD -5.0 PROFILES °""` ~'...,,,�-., w..•� :==� __ - CD -6.1 . DETAILS ' _ -. ..'� ''0le•'�y'"....-.mr+"•+.r" - -qua, • � .. �.�� .,._._ CD -6.2 .DETAILS • CD -6.3 DETAILS CD -7.0 CONSTRUCTION STAGING/ PARCEL "A" EROSION & SEDIMENT CONTROL PLAN LANDS TO BE DEDICATED TO THE VILLAGE OF RYE BRO K L-1 SITE LANDSCAPING PLAN APPROXIMATELY 20.7 AC. UPLANDS 18.5c ' L-2 DINING COURTYARD PLAN L-3 LEISURE COURTYARD PLAN Ld• �6'+aP k M ''4a. " .tel y',,� •wr ' . PROJECT SITE'�-`''r-`• • `•"' ,-.•-�_...:•- "�.� y '*'` . - �.,,�' �enexa.Li�l,utas: ° 1, The sanitary sewer pump station and force main, water transmission and site water mains and storm water detention ponds and outflow drainage systems were designed by others. These systems have been shown for information and coordination purposes and do not reflect as. %•,� conditions, Revisions to these plans reflect modifications to the site improvements at the Senior Housing site at Bellefair and include a reconfigured building foot print and building entrances including the loading area, PARCEL "B" 2• Final grade elevations shown may vary slightly in order to meet existing improvements that have r� •°'�"',.--•�"`�•�.,.,....,. *."'``^* been already installed. A Geotechnical Engineer should be retained during earthwork �.,. APPROXIMATELY 8.3 AC. UPLANDS 3.3 AC operations to assure proper compaction on fill areas and to determine stability of steep slopes. 3. The Contractor shall mark out all existing utilities prior to construction and notify the Engineer of any conflicts or changes. 4. All retaining walls shall be designed by a licensed Professional Engineer registered in the State of New York. Soil borings and or test pits as may be required to design the wall systems shall ' be obtained to determine subsoil conditions and available soil capacity, 5. Hydrant flow and pressure tests shall be conducted on the existing water main. The test results shall be used in design of the building fire suppression system. New York State 6, The Contractor shall verify the location of and shall be responsible for the preservation of all a" -- °'"' ''" "- "�°""" +"—W ""^• • -- • --� "" "; °*• ""` °. •� +« of d 9a .P }. " Fa ... ... "' —'"'`"'' - •� •• , • --• '* public and private underground and surface utilities and structures at or adjacent to the site of " Connecticut ate construction, ion, insofar as they may be endangered by operations. This shall hold true whether or .. ° a St not they are shown on the contract drawings If they are shown on the contract drawl their drawings, The portion ofproperty in the y%%aqe of Rye Broolr is entire/y locations are not guaranteed even though the information was obtained from the best available Exp/enation sources, and in any event, other utilities not shown on these plans may be encountered in,the /n the Zoning District OBS' Campus/office ,611i/dinq zoninq dstric • a field. The Contractor shall, at its own expense, repair or replace any structures or utilities that it ©ue to the property's proximity to the airport R iso/so subject` to Airport Z-1' /nstruinent Approach . damages, and shall constantly proceed with caution to prevent undue interruption to utility service. SURVEY NOTES oyer/ay Z-12-3, & Z-4 as per Waster Sheet A-3" of the Town of Rye Zoning Z-3 /neer Turning r 7• Contractor shall field verify existing grades, existing structures and other existing conditions prior lWoA dated Sept. 7, 1954, last revised Nov. i% %962, on A/& at the Oil/age Z-4 O,uter Turning re olutioucfiion and shall report any discrepancies #o the Owner's Representative for further resolution. ZUN of Rye Brook Bui/ding Department 8. The Contractor shall verify aH field conditions and dimensions and shall be responsible for field finish and quality of work and materials used in the construction. No allowance shall be made on behalf of the Contractor for any error or neglect on its part, TOPOGRAPHICAL & BOUNDARY SURVEY PREPARED BYWARD CARPENTER ENGINEERS INC, N.T.S. 9.. The Contractor is responsible for the replacement and restoration of all natural and menmade SURVEY DATED: July 12, 1995 features whether shown on the plans or encountered in the field. It is the intention of the plan to ° show only major features to be protected, restored or replaced. 10. The Contractor shall contact all of the appropriate parties with jurisdiction over the utilities entering on or near the project area prior to initiation of construction activities and provide those agencies 72 hours notification• COnr7ect/cut Arrt��ir ars 6aE'r t;'oaparty' 11. If temporary utility services are required, the Contractor shall see to it that they are provided, at , O/d Trac- �•r'Oad Bo;,� 2529 c�ree���/c'"h, _ J' no additional cost to the Ownr, and it shall be the Contractor's responsibility to maintain. such temporary facilities for the dufation of the project as necessary. Co1717ect%c�11 96,FJ 12. All pavement markings and all signs shall be in conformance with the current version of the Te/• (203) 8,6,9 5200 Stats of New York Codes, Rules and Regulations, Title 17, Transportation, Vol. B (formerly MUTC.D). . Z-018101713. All disturbed areas in Town right-of-way shall be regraded, topsoiled, seeded and mulched. 2: Con 511 Theo Fretnd /i7ye, N. Y. 1058 14: Topsoil shall be replaced and areas shall be seeded as soon as final grades are established on permanent slopes. Slopes shall also be mulched. Te/' K914) 925 6169 15. The Contractor shall Identify all temporary staging and storage areas and the methods to protect from erosion and sediment transport. SoI7%tory Seger 16. Any pavement damaged outside the work area by the Contractor shall be replaced by saw cutting out the affected area and replacing with new pavement in accordance with the pavement t/i//aqe of Rye Brook Departmen�` o�`f'ub�c dl%rks' 90 South fr'idg'e Street, f,�ye Brook, details as shown on the plans. The pavement shall be replaced as full depth pavement at no N. Y. 105%3 additional cost to the owner. Te/' (914) 939 0753 17. Adequate Dust Control shall be provided at all times and road pavement sweepers shall be -- utilizedw e n necessary.' i 4. The existence of underground hm roverr>ents, easements or encroachments, tyhich are not` Meld/e during /70/-/770///&/0'survey operations or are not mathern0b%'01/y described h7 instruments P1`0V121,-0,' are not sho ren hereon and subsequently are not certified° f � Re v%sed and Add%t%one/%/-7,601- Cation added Ju/y -17, 1995 and ✓u/y 25, /995 I R& v8wo' and AddM%ona/informat%on added Nov. 7, 1995 AdWyoivI filet/ands %reformat%on added Dec. 15, 1995 CIVIL ENGINEER: ARCHITECT: LANDSCAPE ARCHITECT: OWNER: - i f Revised to eXc/ude the 3.O Acres Parce/Feb. 7, 1,996 100 Ft. bYet%aria' Setback Line added Feb. 13, 1996 ° DwNEY TuNG * SCHWALBE a ECEov� The premises being Tax Lots 1-A-1-1, 1-A-2 r 1-8-2 /n Block 9 THE MARTIN ARCHITECTURAL GROUP JOHN P. SLAKER DESIGN GROUP FOREST CITY DALY HOUSING 7i 1 Divney Tung Schwalbe, LLA Planning Sheet 2 as s/iown on the !/i//aqe of fi'ye Brook Tax Assessment maps. 240 North 22nd Street 339 Route 100 1775 Broadway, Suite SOII One North Broadway EngineeringJUN 1 9 2003 Philadelphia, Pennsy White Plains, NY 10601 Landscape Architecture Pennsylvania 19103 Somers, New York 10589 New York, NY 10019 Wet/and Note 914 428 0010 Environmental Services 914 428 0017 FAX Protect Management VILLAGE OF RYE BROOK • DEPT. OF PUBLIC 4YORKS 8WIand Delineation by Evans Assoc.' Environmenta/Cons, /nc. on No v 7, 1995 r y�' VE0� \ / - / . I \ \ \ . \ \ \ \ / / / // / . / / / I/ I i I \ \ \ I/ .`/ "" " / _____ - - 11 I I Is / / / / / / ____� - - - � I \ \ \ . x \ \ I / /I / / I /I- :� �, ____ . — — , 11 / / / I / i I . ____ - - I � I I . \ \\ \ 1 . I . . . \ \ I / //,�,, , ..� / / 2' . / / / I . �, / \\ \. I I �� @�r,�, \\\\. - / i\ - / / / I ,� \ f \ \ \ : � o v- l _ // r \ �;s ti / , , ! '�'%ori I t 11 V !/I �_� I �; �l --- i � i _ ! li _ ` " \ \ . \ -1, "" - /I 4 I / �"� . \ - I - . � / V ��-� Q i ______ � . \"�_ I-,_ / I / / I - -_ I I / � N 5,635.52 /I � \ - \ .111, / / � / f 0 I ; -----_ f I 11 / \ 3,857.4. \ loo o\� I / © / / N 5,570.33 , � -- S - j E 3,835.87 � N. 5,699.46 0 \. ��- � � I , \ \ - ` YSO •� E 3 772.93 0 / �`'��-� I - / CONCRETE 1� " / TRANSFORMER PAD \ I 7/ // f/ --- - - / / 11 f \ G ,� � / i --__ /' I i Z / CHILLERPADX ® i �. \ �\\ /l i - _ / l \ III , \\ � S � � � \ �`� A � f � r SEE DRAWING S-4 "PART PLAN" � � / N 5,544.29 \ \\� / \ O \�\` ` t l` i` G / \ E 3,870.28 - -11 - -, III \ / ��\ x� \ '`.... / F \' . � - / . / ' I / I --- "_� CONCRETE --- v 13' -, 4 +Oo �� GENERATOR PAD �. �� a2 - — - `�„ --- - �\, \ `� '� ur�rty Easemen \ j�__ r. —�/' . /, 15 ' T: DROP CURB - 4 �,:\�1, \ �' _ � ` `---_._... - _ - - _ _ — _ --- �' _ " --`' ...-..'..._._._..-- fi_______,� �/ I AND RAMP �`' � �®��` �' -- ___ / \ -' S CKADE FENCE -, - Mh 13 V `'\ o S LANDSCAPE PLAN I '� ° _� ��� ` , ` . �. , y 'i2' f C. . L xt j , �' 4 we \� -----.,� o : C % i� �r''' CONCRETE BLOCK ' il,® y, I ^° \® - _`_ (V , C.Zo c>� +, i a 1 � f RETAINING WALL , ` _ \ ¢ s6.07 /� KEYSTONE OR EQUAL ;{ - - „ o. -' } sr ---1 -- �� _ -_ - _ =_— ___ -- _- - - / ae 1�1 171 - . a9 �ch in B7k Gva// '�� _ :J „ DROP CURB w �3. , A/e . 0.9 t/ c _ `\ / / _. ,M \\� ____ - O W AND RAMP 3 // _ �_ _ ------ ; 11 t, S ,, s / TIM ER BR DGE ��o \ ' ,,' r 3 f f // SiJPPORT ILES N 5, 850. ,. t. CONCRETE,,I?A,VEMENT G�ONRFTE _';1.2111-YEARC, DWG I d 6,O ; DUIuIPTER PAO N - 3,8 N 46.21 \ x 6 ! 15 7551 E 3,759.82 \ CONCRETE F a` f..X r / � _�_ 1 x ; f11 ` LOADING ` DECORATIVE CONCRETE PAVERS , xx 3\. �E k= i �: \ AREA , SET ON CRUSHED STONE i,,, a . jj 1 / .. ,,,. ,... _. :..... . :.. .. 1, ..:,_., ., l..: .... l X.. .,: �,y�/ / Q) V o, (�I �-_ 4' WIDE __// � ASPHALT WALK , 1' CURB TRANSITION - ° 90.04 (TYP.) / 133; f""',"",� 2- I , �` / urlra Y /�a ,, ,� r �� ` Df2OP CURB !; `fir /g. AND RAMP S S \ �' �YE TRANSITION CURB I! N`zc 4 WITH RAMP (TYP.) ` i� wJ ��11b, r r r 4 ,C d - - " x�, ,� a'� a,., 'a,�r ''`�.3 t0 c ,�,.� t �}1 , r 3 / v" N r' t� 5` y 5 ',"r""`P) a .r� . �d; - r r # i { n k t ' 4, 4�� r Y s tE r- 3t° ,r .r' f fir { t i � , s,xr :z �` ' c � G ..," ,ty_�$, y �, , r s >•' r.� 11 �s N£ "ter ar'r "`d'•.' r r s ��."�. x} RPS o'er p z:. S s 1�71`%zt S r k �`�`, ` is O r 2t Y, 1 r 1 ',� p i "`tom � ' - C •'� 3 f• i 5 :-'�. -' .: 4 / ? 5 ,�: — 11Z 4` \ r V r ® ® H T } r m 12" WIDE " z � _ � z f �, STOP BAR 1_ ' �0 , illa �Y 1 f 4 X 511 5 f $'. I W f { e - ',a�3' � Y � �S �� , �4 J ti r rN 5,692.72 � h `�\� 7E 4,229.81 '�ti' ` �0\ 5 F \ 4 PROPOSED GUIDE _FRAIL �� _�`'" \ >>0. 98 Ill W 24" ASH N ,744.97 CLEAR VINES AND I�. E X4,208.27 ` , LIMBS TO 15 �� . f1 \\ i ; r =4• LIGHT POLE WITH % " N 5, REMOVE DEAD - DOWNLIGHT (TIP.) r \tet E 4, TREE TRUNKS \,. i� REMOVE SAPLINGS _Fa\I SEE DRAWING S4 "PART PLAN" :. Tom. REMOVE Bei1111 . Y'o �``\ 14" OAK sc 7JIAil77ai . I L_ REMOVE 6" ---- -- -7 '- .--1 _ REMOVE TRIPLE — MULBERRY �' �. \ 10°° MALE - ---_ \ ".� REMOVE f ✓r 6" MAPLE\\ �,--- - - ,, CONCRETE CURB; 6 % -VE _._(TYPJ - S-6. na�rr .?_ 12" MAPLE- - --- aGr _ --- - _ S' n Y!! 173.6.7` -m . . ---- . . now . REMOVE 10"MAPLE—�' . 4 W1 — — 0' END OF PRO t i TRANSr _ clv%,� --r _ , — I \ — — — _ __ . ` .:.'._.,.., - - — ._._._ LANDSCAPE- `' �' -6. . . __,_ . . __ _--..�...` MAINTENANC E WORK I 30" ASH PRUNE AND 28" ASH 82 CLEAR . VINES AND LIMBS. TO 15' REMOVE . WILD ROSE >a3 TYPE 'BB' CURB INSTALL CURB King Sfreet �°`�T >20� I . - END SC PROPOSED LANDSCAPE REMOVE VINES 30" ASH N STING STONE WALLS TO BE i� RESHAPE AND SEED �� TWIN 10 MAPLE REMOVE VINES AND TRANSITION FULL DEPTH 184 REBUILT WITHIN SITE: PROPERTY .E MARKER --� ° RESH - MAINTENANCE WORK . L'0" ASH -EXISTING SWALE CLEAR LIMBS •LIMBS TO 15' PAVEMENT PER OWNER AS REQUIRED. - 12 A ' NYTEXISTING SWALE . _ � - - -� - PRUNE AND REMOVE VINES -� BEYOND NEW EDGE (TYP.) FROM WIRES N E w STOP {TIP. ALONG FRONTAGE) 87 1 185 BEYOND NEW EDGE 300 OF PAVEMENT {TYP.) - OF PAVEMENT SIGN - C U 7- NOTE: Drawings S-1, S-2, S-3, LA -1, A-1, and EC -1 represent the amended Site Plan Approval 0 PLACE SHOULDER DEPTH PAVEMENT SECTION TO CREATE 3' WIDE CONTINUOUS ASPHALT . EXISTING WHITE PAINTED RESHAPE AND SEED documents. . 0 C . SURFACE BETWEEN EDGE OF PAVEMENT AND EDGE LINE EXISTING SWALE Approved by Resolution date d November 28 2000 of the Board of Trustees of the Village of Rye n EXISTING WHITE PAINTED" EDGE LINE, BEYOND NEW EDGE ' t II t d conditions of said Resolution Except as provided said REMOVE EXISTING PAVEMENT IN EXCESS OF OF PAVEMENT (TYP. Brook, sub)ec o a requlremen s an , resolution, all other applicable conditions of the approval resolution for "Bellefair" adopted by the 3' AS REQUIRED. Board of Trustees of the Village of Rye Brook on January 27, 1998 shall remain in full force and Q (TYP. ALONG FRONTAGE ON KING STREET) 0 15 30 60 effect, and the applicant and its successors and assignors shall be required to comply with same. . Francis L. Filipowski, Mayor Date . �' t7 i ! l 1 8` : i i E ��� .�.: c.,, Fh,4 \t_;',lD'.,;7-^, : °`. v: C' _ C i"0 ,'ot ? I' 9 \�� \ \ 1 \. ' t I C\ \ r . . I . . . . . I . . . . \ \ 1�,\, IN. --�.,,Ne \_ , -1 . . . . - .. . I- . . i / . I fl; 1. I/ i - , . -_ - . I I . - . - I .. . . . I - . . \t .. u\ . - '.. ?4',' , - r Ir j',.i rl /f ~-`�'•��. I-' 4. _ r Ir..; c\ ,r It . ��� w i \' '` � / i11 / ,7 . YI \ ,_,,�,, , / I ! .. \' "I �11T_ `�\ s � � t , - C f' ! ,r� r i �'. \ \ / < /. t viji ' 1. ,:I \ / C l' i n✓ r 1 11','1- l'I/i y 1 /. • ,_& \ .,t, - f .'rl J ��i, �� ', 1 I �` /y/' 1 r•'N" l 1 . ,\/, C, ,,, . I , - - \ . . '___ I I / . . -, __-, . !,# / - . . \ I . . . . - . -.--,-O�, .1 13��, " '7� . 1 , h, / N , . .! . , \ 1. 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Z I \ %- 3�7 , t ' J ` ` _ , ,, , J is f ' I �0 $ TW 352`,00 \ �e f I \. r "� W ;00. 3 Bit 348:I , ilii -\ �I \ - 1 % 34 , '`'. w� t✓ Vim^,♦,•_ /;-,' ~' 1''• •'�. ,, ` � `, { tI t I "" 347.36 `�. �, .` \., `' ti f l ' i J I }'t i 1.` A SWALE < i' •`y - __ `.. - • \ .� ` \ '1 _ + \ . I i t r' } A : 347.50 `� 1 /. eQar/ �` h; yz - ` }` `\ A \ `1` • `\ � ; r' , t r / `QST '�/ `D a" m �aa�r- ,T�,. v �<2! -. ,\ � \\` , \ `; I. ft I• , i ;1 347. s / 3t' �j 7.00 FCt �F s € n 30$.67 % } _`z\ , ` , � �, 1 -/� \\ /j���"`" l/�( ��/ q IiNI'LE1tEU �Qj �A* .� �. '` �, `; `. i 15 C ' `tet \ � \. `` C � I, 140"I yA ``•• "4 '`, \ \ ••I .•\ r `1 •\ *1 _ . . . ( IQ ��. 4. g;�J @� J� +S� , . . W. \ . \I N cX+ (V�'/.] �. • 7,�Q `. � �`' % \!�- � - y `„ ",_, .!'•♦ `tel '* 't r .,.ti f. �, .'.,,. ...^. "; 'i . q, " \ Ca "1 1 =e �p $,y •`•\ �aw� �l��j `+ //��.` �•'7�Q ; i - :�- \ •�1 i *1 F, •, ( ' ` , C 1�, \, �\ �`..,o/ "VR .W .7T1,� \ �I�V. �i 1."� • - l• N:_• ; '� `. ` \• �.`r:.`'i^l r•:..1,�i f. 4/ f��)r% •..-�c:.y.,f, fi 1. t\• { �{ i \ \ . 7 347 .Q �` ,I "WW --W.. \ ' `. \ \ �, } ,, 347" Ei� GRAI�iNG V @r + " 0¢ 06 \ \° \ \ \ `` \ `' ` 1 ®+I?TYARpS c. ct 8' D(} '\ Ai:E ^`): t,� \ SEE LANDSCAPE DRAWINGS C \ , `--- -� , . I 7.50 347 \, ,I 0 \\ r \y.\' cx� - \ 1 . = I ( ` 7.75 ' \ i. ► i w-- _• `\ `. ,. \ - __ 347.50 '`\ \ , �\,,, ►,y/ . 11.�®�1; f 1 1 ,j 1 \ - -,.' �`' .� \ \ \, "_Tw'�• -. 4 rJ v ,,�-.l \ . I I i ; •' . 347: �' ` : - Q'CIRRNG IN � `. ` • ` . i 1 .. RTI \ _ : _ . ,/ i . _ 0 � .� `� -� _ SEE L �. E S ,= r '4 I� A � . ' , \,341F) `',`\ "�,, X9.60: { `\ ` 411 .' \ / \ C°i/ `� . `^�. v `/- , �� M1` ._ C?9 AW1NC� S-/6 "°R/ R1:'PLA�d" . V 'T -L" 7- '. ,S \ �� \, 34740 ` ... . . _ F _ . \. 1 71 ^� . ,. `\` � `.� \ - . 1 •\ i-..W.i - A Yui✓" % '44 i igloo ~' a ` \. 366A0 ;: ,_vi�. /�� <_ c. } \ . _ ...._ 4 347.1 a r, ;- C} •tJ� ?ro 73 '\~''"�..: ` \` .20 347.71 347.50 ` t `' \ \� . .. . , \ 344.70 . i.il \ ` y. ® 340. . % - 11 \\ r \ 347 - - \ , \ ~ \ �. .� =-_ I 1: _j t _ `\ 347.50 �� �_ _. r '' !=y s '-u 347:30 - \` T 5 :5 _ � y; �.l ` - . t:at- \ .'ori \•. �,� 3�.\:,` tOn` �'�.,\. •'', - _.._ . �,._..` . Y i 9V \ t .i \ __ ..-._ 7.20 47.00: \ t_ _ ` C� ill , 2,60 g1• A - \ 347.6@ \ \ `- ` ` >-i i= -" ' J r 7 -� G \ 347 , \ = _i. - . �,� - , �4. o ` -_ _/ - } V �!j .� \ w 347.% - �� .. f � _ - - 7.60 ,. I �f' \ `< 1 ~�. Q 347A0 • X47 \\ ;� ' -_ W iC:I f - .� W t ,, j sr, , Ir / I - 11i \ •5 \\ ., -"', '....- 'y,,, ..•` .Q 34t00 ti,,- / : `:'�'�. \ � QA ,\ ,•'* W /� • '1J V• .\ ` , _ _. ....:on` 1. 1 \ ,\ } ��� '' 34L70 '\ � "t �� ` ,W .� C� ,;; �1' y.' T ; r'.,A 1 r __% 1.00 ' �• ' 347.30 ✓, to' ., ✓ . som I` 14 , \ \ } .. 1 . . ' b ' - _ _ _ - ' ® 34a \ 347.70\ f- `,. � 248 -y'� W \. ., \ 35'1.30 cs? �.�- , - � ,; ! k -_ i� \1 I i / -o-" \ % % , I i 6 \.� \ \' 1t r . i \ %.\ \. tl ♦ 0�. ,,,.r . ♦, . l.J A . - . 2411 ASH �_ - �� '� _- - �'� � � PUMP STA. ��g► � j �,�� \11 � CLEAR VINES All- �, ', - . - * ` \, 'S �., W RIM 48 0 (A w � _ --- �___ ..�._..,�. _-�,--....��:. LIMBS TO 15' w: A- -- + - - P, I v, V. r �` INV I 39.0 ti` \ \, INV OUT 338.0 I ex \ r� �7 - r.it �+j`L SUMPC332.00p w ��, ,' t 4 ;' \ .\ A � ' Y . r \ \ \ ` \ V� PIT _ y 1 �� r..,,, REMOV" E DEADt r ) \ 3` � � � Mt„Y .�� ...... -. _• - _ -- - TREE TRUNKS. r '� `♦. �, _ r� _ -';r , „ rit ._ _ • __ 1. __ , 11 REMOVE SAPL iNGS -- ,' ` \ `� �' __ ..._ _ _ F�r�ce_Q _ .. - -- - - _ k r., n __. - .... - --. ....__. ' SEE DRAINING S�4 PART PLAN 0 `x \ _ ' -._.... ; �T� (� _ 'I'll, r.2S':. f i'\ RI„ t)VE '"•"'"a. \ \. ' {� ` "'.� _.. _ '-- -'-- - i- - - ___ - - ._ _ _ _-... m„v - Y J _ - - ._.. - . �// Ie \ �' - -. `a'�'^,R-" • - - S�ENER�QI P -AD- _._ .._.._._ _.... _..... _ ,. �� �� ~ - _ - _ _ .. - /� - 14 OAK - - 6 - r -- - • -- _ -- --- - - -- - -- _ - _ __.._.._ -- _ ¢_ - `` 1 _ _ . _ _ - _ - __. - - - - - `- -- - 11 _. - REMCVE 8 l - _ . - --- - - \ . REMOVE TRIPLE MULBERRY . - _ -' . -.. __ .._ .-._ --__ - _ -.. __ - - _ _M _ - _ -_ ,,, .` v r .. '� •" �\ . - r - ... _ ._ _ rw.- . _. _ i / , F REM®VE -- -- : - •_.. _.... ,__ __ _ - - -- _.. _ ._..•- .._ _ _ -._.. -. -. - _ - -_ _ j r w �". 1611 MAPLE' __- ♦* - �,_ i c .-.a. - :z- - .. _.-._"Iz_ .._ '-- .`- '-- --- - __ `\ '.1.. -- ..- --- •- - -" _� ___ '-- __. _ _ `• - `� `^ J J` t'/ - -- yv _ - - -- 6 _ \ \ \,, - `" ' IN .1. �_`' ' ._�F 11 J ' _ (EMOVE 24" MAPLE r , ' ' -_ ._w- _ - - ,.. 32fi % -i EK�l01�_' -`118 _CEDAR _ • _ - , . MOVE M` � ` \ � ___ - ., � ®" M LE - `\ `�` ' . PRUNE I PRIVET HEDGE . L \r "' 11 - \ f ; �� ` ' \ I MOV- 11 APL:E 1-,. - . �. ' __ E ` �} ; I ' R.EMOV SAPLINGS P t MA#�L.E �, _ `\ _ - _ MOVE�t. 1 1`5ANU I E �` l -.:� �`\ \ ;,� \PRUNE �RIV IC-_EEt)GE _ -. _ , _ - _ _ ... _ _..._ -`_ _.__. , ' _. �i' f `\ `'' : REi�O Nom-.__ --- _. - _ - -- _ ._ _ - _ REMMMMM VE" 4 I €A9 TirEE . _ . -.r..,.� U - _.._ .. __ _ _"_ __ _� - - _,_ ' - _ r ` .._._ , \1 �. - _. 30" MAPLE /,_', :; I : 0 11 If A3 il 1 THE OWNER AND CONTRACTOR FOR THIS PROJECT BY 11# D THAT a \tip LR I ROOF DRAINAGE FRAM THE WESTERN ONE -µALF OF THS IST 8E DUCTED TO TES 11 kIA1V!{.E DMH:�/ A-10 W144CH IS Ti JTARY Tei• TIS BUND LOOK. THIS DRAfiN MAY N(iT BE CONC k DIRECTED TO THE ITENTlON PONDS ' TRANSFO PAD / LOCATED ADJACENT TO KING' STREET. ^, CONCRETE ' CHILLER PAD- `� ' 79�Lf c uF 8 ' j~ !v SEE DRAWING S-4 "PART PLAN" ';' '` /; ,��M ( " � 362. s "• X9/8 ' ( 1 _ - -_._ HDPE`` _ i`r'=3f36.7 Sti/H S10 = p CONCRETE '� _-__-- f7 LF I A -T 4_ _.... -9��,, S''o �=7 g f i` -13 1 - �,� b • N\ ' GENERATOR PAD MN � �,. -- - CBA - _ 7 R-359' �6v3 ��� !�. o I' G=3870 /-382.75-..._-- - -N� 5• SIAMESE CONNECTION _348 75 356.26 s yo`' CB ,9_ cB A- >3 ;( p r/. VE_ P(PMI7 ice`'\ �s ~M. >2a /x,3823 M UE t p INV. 350.60 ~'`� DMH A-iCic : �� s `,� -`== ,�r - s - 7 G= 386 55 , r� 5. G T MN g0 y�=3U / `�> 382.05 56.so / , ` cE D r3 `'�. •. ,- �.s �� __~ ~' ___s"�cP _��z> _ . 75 _ 'ct_-_.... _ �;�""�.._:_,_... „ p�P-=5-'`" �E p s -o �:. 6 �P WET TAP EXISTING 16" MAIN ;' lee, � - - - .._.._._.._ .-_._ ._• .. _ _ . M - _--nn ... _ ._.... AA- M - �t p •.., 6 TAPPING SLEEVE AND VALVE \~~~`w J - _~ 11 9,9 FR 10i Lr - WET TAP EXISTING 16' MAIN ► i _-_ >45 --- ° _ " UL ~ _ 2 - -- D p GF _ 5 ,�L� I® s� 14¢ L $ - - TAPPING SLEEVE AND VALVE D''2 m c,� WA /` J t • ....�.\` �a� e%' �,,,�,-�.. 173 LF © 78 LF 0 1 d �� e _ --- uE--_.�-.__ u E ° - - ! �^ Q 1.54r o / Q_a t r �,d 2 �� UE- G _ /-`"`-_" .�Ej 022 `. CB .49 9 ._ 15" HDPE - q �C YD D -2-A fi =377.2 S/�iH 59 /�3 1.94 RIM 347.25 �• /= 368.9 R=382 /Y3B .96 X7LF 1.00/. INV. 344.25 6" DOMESTIC SERVICE ra L - /=375.9 t `, 12" HDPE -2 INV. 344.05 8" FIRE SERVICE RIM 364 00 INV. 354.00 (IN) 1-34313 6� r IY 7t�V_R_ 353.50 (OUT) ' 1=343.28 w'`�,;w =343 �`�`' 4 157 C l 4. ADJUST FRAME - GRATE I ? 1%3 -CONNECT YARD DRAINS a + RIM 346.40 ti. FROM COURTYARD NEW SIV, 343.28 t12") �' } SEE LANDSCAPE PLANS, i I DRAWING. L-2 a DRAIN INLET A ' ( ; RELOCATE INVERT 342.50 REMOVE EXISTING PIPE 39 LF YD A -2a 60 LF 1.0% 1.02% i 346.75 1 ° ! ( 15" PE INV. 341.89 15" HDPE o 72 LF uv - ar `'•' 1 15 HDPE V I NEW STRUCTUREMH E-4 / ° �,•- t INV., •341,56 RIM 347.20 INV. 339.36 (12") 12" RL FROM 52 LF =5¢'� gG d 339.11 UT1 PORTE COCHERE o CONNECT YARD DRAINS FROM 01.50✓. -, ti FiL:=339.7 ar COURTYARD. SEE LANDSCAPE 15 HDPE DMH F-4 REMOVE c� PLANS, DRAWING. L-3 RIM 350.70 CONSTRUCT NEW DMH A ; EXISTING / DRAIN INLET I INV.. 341.56 "" 43 LF °'� INV. 342.34 OVER EXISTING PIPE ,�r6 STRUCTURE 50j, RIM 345'.40 �' �. _� �._��-'^`` 2+6. . �„ SEE DRAWING S-4 "PARS" PLAN" '" -359.3 ' INV. 340.78 0 - 4, '�; � �tv 107 LF -° •� _ EX. INV. 339.31 I ",�' - . 15's IPE ado `h f REMOVE;"_.1 - - �0� ,• �- j a� EXISTING a ,4 p 0 32 LF 11750•' CONV611FRUM-=F REMOVE PIPINGREMOVE TI144 15 HDPE �" ' -" ��c� TO ENCASE SANITARY YD F -2a PIPE NEW MANHOLE - _ - M �' -� %� s1�61 LF 8" DIP -_... ° PIPES IN CONCRETE R 351.50 INV. 357.00 4 1 ! 0.38% 57 LF - o� 0�8348.25 - --'" CB D -1a �y TH SIDES OF � RIM 338.8ti V, ~ 5" HD _ >2pQ 3888 9 MAIN INV. 341.0(? WATER INV. 335.30 HD o / l REMOVE AS REQUIRED - �C{pONNEC�p w�s�NRjOtT%D C� 3 'fOpOLtD HIt�PE PIPicS t�1tP) �" �' �l• f� - -"M J`�. -- � SMH l Fa -1' O 1=�55! 8 M tt71 G' S.°� REMOVE PIPING N s�,��'`ss'> i �'�� 346.9 /, _ _-- �e_�� 2�a AND STRUCTURE 2 �� o - M s AS- REQUIRED- '; FifICO PI � G, fr . o _ - ' Mr � 11f YD F 2 '\ o S a, % �y - = (` ' 3n ` O -•-- c�• /-.343. 1 � , °7 ,, 6 s S �' GpN.S l �� 121 8 �AIP hE EX. �s ®/ �, r' _- r' 7i 28 L.F. 33s / '' Q 0.50'/. C.B. RI 0 iso 80 M f:;,;;: _ S�t9H F2 c'oo 15" HDPE i 3,7. c�Q 5:�.`?9 �' i �`��� s 167 LF 10" DIP . �47.4��2 B F 2 , QQ G a„ p s.r-�_ �,.©-�._ 249 0.85%�s ' 0.5 ........ c, - �^ 2% C 347 / ME�tG -s D 3 R=36i 35 i..., CONSTRUCT Y f ' G 338.5 } �F -� s " _ o �B F`1 -J5585 spo /- M j 21`6 y - U ''" - G 369 21 } F s OVER EX. STORM PIP - F-�__ 335 2 Z� pg9 �`'� ca '~ " RIM 347.00 �M s 2g _- p D / q\, SMH Fa ,pE 350 RIM 346.8 s INV. 338.87 a $ V. 339.80 �Q - - 248 t s _ , 28 L.F. �.. 15 1 rr HDPE. ~;' � �. _ - _ s �'•�.�. 3• MH f =� j 104 LF ri 3.50Y. ' ` 350. 3.36J. n.I ~ 5 R rr ~v 0 Gt1A :CAST 0 i @ /=3435 15" HDPE 24 ASH r<' tea, �, C TEG F3��� 3 ,, Ode pP1337.57 CLEAR VINES AND; PUMP STA, s U, 1)q ,;r ES •. (SE DETAIL•) . �{ p LIMBS TO 15' `� -_...✓ �2 =' ate'' `S V. 339.39 S' �V IN 3 39.0 4 34 p �r - - ..._ INV. UT 339.14 5��INV'-OUT 338. /- 3 ` 5 r 8` L H o. ---------- IN_.. REPLACE EXISTING GRATE rp pf 15 . AND FRAME WITH MANHOLE _ so *�, -346 37 COVER AND RIM EL. ` REMOVE DEAD ' �`�;�'; 5 `� iE Q �,' �= >. T0. MEET FI GRADE F_-3 TREE TRUNKS a -�. B s 24 L.F. 8" DIP-- • __ __ D „ 2.6x o -•� ---_ _ p 4• r :rt , LIGHT POLE WITH REMOVE SAPLINGS- .�` REMOVE 12 PIPS o �� » -- \ LIGHT (TYP.) ~ cs� ANIS REPLACE WIT S.waX �-i f,e ar d � /=34 ,c DOWN :. G�onr Te% SEE DRAWING S-4 "PART PLAN"( " • •INV. :� P ofiori I -325 87 (24 `:�. 15 HDPE !� .6.00% Pu s' i 33 >, REMOVE REMOVE PIPING / 5' !i .At/ar�li I'o I 4 �a OAK O!/ AND .STRUCTURE ` �~ 14 L.F. 1011 DIP GENERATO PAD Easenf ' CONTf7i 0 5 ` r REMO ETA&( k FtEQUlRED r� 329.56 � moo ;= - :_ _ _.._ I . _.. 3Q as __ v REMOVE TRIPLE MULE) 9 70 CS J- y5 t j _...._ 10ae MAPLE ATION Rd - ; =y=32379 - - - - - - --._.. ... -_ -- _. _ 005 P 1 �. .4 5 ©� 7, ABOVE - HW E -1t a P18iP STATKW - ; ,.340'.35 r ►a Hlv E 48 '` _ - 1-32E 97 ADJUST HEADWALL ! wER EL ` - 8:70 •.._._.. _. ``. H!y , .,- REPLACE EXISTING FENCE Ei/ 2z, , 6AAPL.E-.__.._. _ - - _ 6' H HAI N /F/CE _ J-2 REQUIRED WITH T. CHAIN LINK - /33 ..�� -- ENCE F _ - •_ 5.75 ` - F - OR PUMP STATION ! _R,9MOVE 18" CEDAR _...__. REMOVE 24" MAPLE TW 3339- roN' f 2Z. 3 - - - . fiD-- -_ NV. 32 (IN) , ��'E ------ 786 3230'22- Ty CB REMOVE 2t}" MAPLE - .•__20" MAPLE -6 L� P i. i PRIVET HEDGE p u. ra -._._._ __.p G-325.87 _ ,��� , � B• � >� � -�2 ._-M �� p - p _._..__. ___ _ _ .._. �. ---- REMOVE WE. BF�ANC�' 75 ._.___•--_. ._.-�- - 0S � 3. . /3� ._ REMOVE SAPLINGS _ L T�- PRUNE PRIVEI"__1�EDGE- HEDGE - REMOVE 24" - � /= T2X27 ; G-3258 /R O U ; RE -- MOVE SAPLINGS E DEAD T 30 MAPLE -• rr _1... - • ~ - - REM .r GE V NES -REMOVE 30 PRUNE PRIVET HED I DEAD TREE REMOVE SAPLINGS " l- 3 D - _ REMOVE 10 E ,�- / ____ f - ... _..__._ 20" MAPLE C � Ex. , -------'- : T.0 REMAIN r --- 'rte , _ END OF PRO L CURB � W2 �w3 � -- � _ __ - , LAN$SCAPE filsifiti 2 L ' ---_. . MAINTENANCE WORK I REMOVE PIPING 1 PE 30" ASH. 2.8" ASH. N T REMOVE -RE TYPE 'BB' E _ T EX. INV. CLEAR VINES AND 982 WILD ROSE AS REQUI CURB C.B. J-3 PRUNE i g' .Str�,et REMOVE V S LIMBS TO 15' " NYr � _ n 183 INSTALL CURB 04?77 9.20 I END OF PROPOSED 30 ASH �,yr RESHAPE AND SEED TWIN 1D" MAPLE a TRANSITION FULL DEPTH 184 E MARKER RES LANDSCAPE 2�" '� EXISTING SWALE CLEAR LIMBS REMOVE VINES AND PRUNE AND . LIMBS TO 15 PAVEMENT NYrEXISTING SWALE MAINTENANCE WORK REMOVE S BEYOND NEW EDGE '' FROM TRESL , f -• -, � stop � . 12 A 985 r OF PAVEMENT (TYP.) c..a I , _..___ _-__ ____..__.__..:.•._._._____ s1oN (TYP) BEYONDNEW EDGE ado OF PAVEMENT pN PLACE SHOULDER DEPTH PAVEMENT' SECTION • 0 _ TO CREATE. 3' WIDE CONTINUOUS ASPHALT EXISTING • WHITE PAINTEQ SURFACE BETWEEN EDGE OF PAVEMENT AND EDGE LINE RESHAPE AND SEED EXISTING WHITEPAINTED EDGE LINE. EXISTING SWALE BEYOND NEW EDGE Q? REMOVE EXISTING PAVEMENT IN EXCESS OF 3' AS REQUIRED. OF PAVEMENT (TYP. C� (TYP. ALONG FRONTAGE ON KING STREET) NOTE: 0 15. 30 60 NOTES: BASE SURVEY, TOPOGRAPHIC, LAYOUT, GRADING ' 1. RESET ALL.EXIST'ING CATCH BASIN FRAMES AND GRATES & UTILITY INFORMATION TAKEN FROMDRAWINGS FOR "CHANCELLOR PARK at RYE BROOK {It)(12/98) ' AND MANHOLE FRAMES AND COVERS TO REMAIN TO FINAL , ELEVATIONS. ADJUST ALIGNMENT AS REQUIRED TO MEET PREPARED BY DOLPH ROTFELD ENCRINEER.ING, P.C. CURB IF APPLICABLE. i� \4?i(7t_%\ ? _'} 1�1�5"' ` . STONEGATE m BELLEFAIR Villager of Rye Brook, New York Forest City Daly Housing 1775 Broadway, Suite 701 New York, NY -10019 DmEy * TuNG + S E Divney Tung Schwalbe, LLP Planning One North Broadway Engineering White Plains, NY 10609 Landscape Architecture 914 428 0010 Environmental Services 914 428 0017 FAX Project Management THE MARTIN ARCHITECTURAL GROUP 240 North 22nd Street Philadelphia, Pennsylvania 19103 JOHN P. SLAKER DESIGN GROUP 339 Route 100 Somers, New York 10589 IT IS A VIOLATION OF ARTICLE 130 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS.' DOCUMENT IN ANY WAY WITHOUT THE EXPRESS WRITTEN VERIFICATION OR ADOPTION BY A NEW YORK STATE LICENSED LAND SURVEYOR OR ENQINBER IN ACCORDANCE WITH SECTION 7209 (2), ARTICLE 130, NEW YORK STATE EDUCATION LAW. REVISIONS N0, DATE ISSUE . 09/21/00 APPLICATION FOR MINOR SITE - PLAN AMENDMENT 10/31/00 APPLICATION FOR MINOR SITE PLAN AMENDMENT 01/04/01 AMENDED SITE PLAN FOR SIGNATURE 08/31/01 ISSUED FOR REVIEW 02/15/02 ISSUED .FOR BID 05/15/02 CONSTRUCTION ISSUE, 07/22/02 SITE PLAN AMENDMENT 2 08/21/02 REVISED STORM LINE IN 06/05/03 ISSUED FOR SITE PLANAMENDMENT Q Divoey Tung Schwalbe, LLP 2003 IT'I'ILITY PLAN � I DESIGNED BY: DRAWN BY: PROJECT NO. DATE: 524 09/21/00 DRAWING NO. CD -300'- ENTRY - PART PLAN z SCALE: P' = 10` FLAG POLEAN L- PARTP SCALE: 1" = 10' AREA AT ATIMBER- BRIDGE TO HI"POINT. CIRCLE - PART PLAN Z SCALE: 1" = 10' '!.Ci TF.C) is'�:. ,.; ��t i.��! iJGf�UCa;? :i>=. ?t;T `r \i�r',IJ'`..i �•...-..� 'iCJly-k��.g G?1"1G1: `��r. ii CE410, STONECATE AT BELLEFAIR Village of Rye Brook, New York Forest City Daly Housing 1775 Broadway, Suite 701 New York, NY 10019 DivNEY ' TUNG ' SCHWALBE Divney Tung Schwalbe, LLP Planning One North Broadway Engineering White Plains, NY 10601 Landscape Architecture 914 428 0010 Environmental Services 914 428 0017 FAX Project Management THE MARTIN ARCHITECTURAL GROUP 240 North 22nd Street - Philadelphia, Pennsylvania 19103 JOHN P. SLAKER DESIGN GROUP 339 Route 100 Somers, New York 10589 IT IS A VIOLATION OF ARTICLE 130 OF THE NEW YORK. STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY WITHOUT THE EXPRESS WRITTEN VERIFICATION OR ADOPTION BY A NEW YORK STATE LICENSED LAND SURVEYOR OR ENGINEER IN ACCORDANCE WITH SECTION 7209 (2), ARTICLE 130, NEW YORK STATE EDUCATION LAW. REVISIONS NO. DATE ISSUE 1 09/21/00 APPLICATION FOR MINOR SITE PLAN AMENDMENT 02/15/02 ISSUED FOR BID 05/15/02 CONSTRUCTION ISSUE 07/22/02 SITE PLAN AMENDMENT 06/05/03 ISSUED FOR SITE PLAN AMENDMENT © Divney Tung Schwalbe, LLP 2003 � OF NEIW DESIGNED. BY: DRAWN BY: ��Q'( �,pRTi S roe, RW/DM RW/DM O p PROJECT NO. DATE: 524 03/15/01 r DRAWING NO. cc O �� 06AA69 �� OFESsiolt, \' CD -4-90 Dmf + TuNG SaiwALBE Divney Tuna Schwalbe, LLP Planning One North BrDadway Engineering White plains, NY* 10601 Landsogpe Architecture .914 428 0010. Environmental Services 914 428 001/' FAX Project Management THE MARTIN ARC -M, CTUR.AL GROUP. 240 North 22nd Street Philadelphia, Pennsylvania 191-03 JOHN P. SLAKER RESIGN GROUP 339 Route 100 Somers, New York 10589 IT IS A VIOLATION OF ARTICLE 130 OF THE NEW YORK STATE .EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY WITHOUT THE EXPRESS WRITTEN. VERIFICATION OR ADOPTION BY A NEW YORK STATE LICENSED LAND SURVEYOR OR ENGINEER IN ACCORDANCE WITH STICTION 1209 (2), ARTICLE 130, NEW YORK STATE EDUCATION LAW. REVISIONS NO. DATE ISSUE S/31/Ot APPLICATION FOR MINOR SITE PLAN AMENDMENT 2/15/02 ISSUED FOR BID .05/15/02 CONSTRUCTION. ISSUE 07/22/02 SITE PLAN AMENDMENT 06/05/03 ISSUED FOR SITE PLAN AMENDMENT Q Divney Tung Schwalbe, LLP 2003 DRAWING TITLE: PROFILES DESIGNED BY, DRAWN BY. OF Ate. MS MS PROJECT NO. DATE ti�P tpp.RTJIy �, 524 8/31/01 DRAWING NO. --- ------ -- -- .... .... .. . - ------ ------ - STONE GATE 6 X 6 WELDED WIRE MESH FOR 6" AND 4" DEPTHS OF CONCRETE (WALKS) AT r-4000 PSICONCRETE (VARIES - SEE PLANS) WITH LIGHT BROOM FINISH T WALK YS • _ *4 REBAR SPACE 1211 OtC. BOTH DIRECTIONS AT AT LOADING AREA AND REFUSE BELLEFI-1-M CL -019 -1Y A AND UTILITY PADS EQ. EQ. 101 PH W /EURCE ESS 6" THICK, 4000 PSI CONCRETE GRASSCRETE, INSTALLED/ CONSTRUCTED BY LICENSED CONTRACTOR FOR AUTHORIZED TOPSOIL A Village of Rye Brook, New York BY BOMANITE CORPORATION OR APPROVED EQUAL. 4�1 211 ASPHALTIC CRETE TOPCOURSE,COURSE. NY 403.16 NT R1 all 4" COMPACTED LAR BA 0 0 SLOPE PAVEMENT 2Y BASE COURSE, NYSD NO. 304-03 -0 PAVEMENT. 2Y A "4 d Forest City Daly Housing 1775 Broadway, Suite 701 ffill===11111 11 .=11114 11111-2 MOE, MR5 111 TLC- I I I I I M 1=1 I 10� COMPACTED GRANULAR BASE 11/2" WEARING COURSE 01 CID IQ_ Q�l 0- 0- - FOR CONCRETE WALKS NYSDOT ITEM NO. 304.03 New York, NY 10019 4, ASPHALTIC COMPACTED SUBBASE NYSDOT ITEM NO. 403.17 lop 01 NYSDOT ITEM NO. 403.1 1 7 01111 IF11 111 01 CONCRETE ASPHALTIC CONCRETE HED GRADE 5" NYSDOT 3" BINDER COURSE 2" BINDER COURSE It. 2 1 1 z UJ 0 0 9 - ASPHALTIC CONCRETE ASPHALTIC CONCRETE COMPACTED SUBGRADE ITEM 304.03 FOR REFUSE, UTILITY Li I N.III PADS' &LOADING AREA 73 0. NYSDOT ITEM NO. 403.13 NYSDOT ITEM* NO. 403.13 x a. COMPACTED GRANULAR BASE 811 COMPACTED GRANULAR BASE ".COMPACTED SUBS NYSDOT ITEM 304.03 NYSDOT ITEM 304.03 DimEy*TUNG SCHWALBE COMPACTED SUB -BASE Dlvney Tung Schwalbe, LLP Planning One North Broadway Engineering White Plains, NY 10601 Landscape Architecture 914 428 0010 Environmental Services 914 428 0017 FAX Project Management CRETE SECTION ASPHALT ROADWAY SECTION ASPHALT CONCRETE PAVEMENT SECTION GRASS CRETE CON NOT TO SCALE NOT .TO SCALE NOT TO SCALE NOT TO SCALE THE MARTIN ARCHITECTURAL GROUP CONDITION 240 North 22nd Street 5 oil A NO PERKNDICULAR SIDEWALK Philadelphia, Pennsylvania 19103 8 PERPENDICULAR SIDE WALK 6!l R - 1/2" RADIUS R - so, FINISHED ROAD/PARKING JOHN P. SLAKER DESIGN GROUP (SEE PLAN) Y4" RADIUS GRADE WALK PAVEMENT PAVEMENT 339 Route 100 S UT 15' 0" MIN. AWC FINISHED Somers, New York 10589 GRADE 4000 PSI CONCRETE NEW OVERLAY THICKNESS 00 211 MAX. VARIES MIN 1-1/211 1-1/2" MiN.1 4000 PSI CONCRETE ROADWAY SECTION 00 SEE DETAIL THIS SHEET -CONCRETE CURB NOTES: '--REMOVE EXISTING PAVEMENT 1. EXPOSED SURFACES TO HAVE BROOM FINISH VARIES PLAN Sol WICOMPACTED SUBGRADE CLASS 2. PROVIDE 1/2 INCH PREMOULDED EXPANSION CONCRETE F1111 JOINT EVERY 20 FEET O.C. 1-1/2" MIN. 0 EXISTING PAVEMENT NOTE 0 COMPACTED SUBGRADE 1. ALL EXISTING PAVEMENT SURFACES, SHALL BE TACK COATED 1=11111=11111 hill=II111�11111 -A V -6-d- 4#-011 sit it B W -15M TOP OF CURB --BOTTOM OF CURB 1. EXPOSED SURFACE TO HAVE BROOM FINISH 2. PROVIDEY2" PREMOLDED, EXPANSION JOINT EVERY IO'O.C. ELEVATION 3. CURB END TO HAVE A V,TRANSITION FROM W' TO 1" EXPOSED HEIGHT PAVEMENT KEY -IN CONCRETE OUR DROP CURB•- PEDESTRIAN -RAMP 6 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOTES: STAIR RAIL (BOTH SIDES OF STAIR) DROP CURB DIAL S(XT 1. FOR CURVED MEDIAN BARRIER WHERE CURVES ARE 1211 WHERE SHO�N GREATER THAN 3 - 45 THE BOX BEAM SHALL BE (3/W' OW HOLD LIN tLANb 2'MIN. TYP. SHOP WORKED TO THE REQUIRED CURVATURE COORDINATION WITH PAVER UNITS AS SPECIFIED BY LANDSCAPE ARCHITECT -CONCRETE CURB X 3- SLOT IN STEEL 2. USE NYSDOT TYPE I END ASSEMBLY DETAIL, EXP LANDSCAPE ARCHITECT 11 (WHERE SHOWN FOR W'- DIA: SOLT 6 WASHER STANDARD SHEET M606-3. AT ALL GUIDE RAIL JOINT SET STAIRS TO FINISHED GRADE AND SITE ENGINEER ON SITE PLANS CORSI 61' X 61' X Va." CONT. HOLLOW TERMINATIONS EL. AS SHOWN ON PLAN THICKNESS OF PAVER UNITS REQUIRED ON PLANS)- OUTSIDE SPLICE DERIND STRUCT. STEEL TUBE DOWELS, tv %I1 x 3Y2!' SLOT IN STEEL AND a W/ SLIP BERM END ON WK OR le EXP. JT C NCEET� WOEEL %,, DIA. HOLE IN POST, FOR Yg,, DiA. BOLT LANDIN•G SHOWN (SEE DETAIL BELOW) R STL. V x Wlie x'/4" x 4Yz" I.G. 14' DOWELS, 18" D.C. WITH SLIP END r COMPACTED SUBGRADE ON PLANS CL CL PLAN 4" WIDE BLUE STRIPING SECTION A -A oil 1511 6 -x6 - #6x#6 WWM W (TYPICAL) V LLJ GRAVEL V) BEDDING L PAVERS (SEE LANDSCAPING DRAWINGS) SIATR DETAIL W GAL�, HMI R 2 _#3,,BAR CP W 12 HANDICAP PARKING SYMBOL (BLUE) J BOLT WITH FLAT WASHER STONE) CM BAR 4" I.G. %OTS Vil DIA. x LG. STO. HEX 3&-011 EDGE OF PAVEMENT/ 1/2 TOP It OOTT. B" 12" 16. FACE OF CURB TYPICAL SPLICE DETAIL > " 27" IN TANGENT SECTIONS VARIES 1 1/4' DIA. STEEL STAIR - RAILING, CONTRACTOR 61 TYPICAL AJ IN TRANSITION SECTIONS oil TO SUBMIT DETAIL FOR4, I APPROVAL. MOW 314, EXP. I "ED RIES ftEEL- JOINT r GRADE VA SLIP IMPACT 1/4 V 3 TOP OF TREAD OR LANDINGI aw ASSEMBLY z if-Oli EL. AS SHOWN (TYP) , 1"NOSING TYP 151/4 6.7 POST ON PLANS D.C. 91-0!; 91-00I (11 I&,DOWFLS I 1. �0 . I W SLIP END 1 �7- �11 11 RADIUS% 3"g #2 BAR 3 12" 17 -LOCK-SET POST ANCHORS T ALL NOSES AY ;T FOR "U" POSTS. INSTALLED PREMISSIBLE CUT ALONG D.C. EACH WAY to IN ACCORDANCE WITH 21 THIS LIINE FOR DRIVING (T YP) 3 CRUSHED STONE MANUFACTURERS SPECIFICATIONS ELEVATION BROOM .77 FINISH END VIEW 11/4 23/8 DETAIL OF STAIR SID (TYP) STAIR SIDE TYPICAL ON EACH STEP( AYOU EL. AS SHOWN ON PLANS SIDE AND CONTINUOUS FOR THE 0" RISER/11' TREAD) OF ARTICLE 130 OF THE NEW ENTIRE LENGTH OF STAIRWAY SYSTEM IT IS A VIOLATION FOR ANY PERSON 8" x 1/4 x24"STEEL PL. 4 YORK STATE EDUCATION LAW TO ALTER THIS DOCUMENT 114 ANY WAY wrrHouT THE EXPRESS WRITTEN VERIFICATION OR ADOPTION ------- BY A NEW YORK STATE LICENSED LAND SURVEYOR Y OR ENGINEER IN ACCORDANCE WITH SECTION 7209 (2). ARTICLE 180, NEW YORK STATE EDUCATION LAW. CONCRETE STEPS WITH HANDRAIL HA'N'DICAP' PARKING SPACE TRAFFIC SIGNS BOX BEAM GUIDE RAIL 12 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE REVISIONS NO. DATE' ISSUE 08/31/01 ISSUED FOR REVIEW NOTES: 02/15/02 ISSUED FOR BID LIGHTING WILL BE CIRCUITED TO PROVIDE FOR EVENING AND 05/15/02 CONSTRUCTION ISSUE NIGHT (LOWER LEVEL) MODES OF DIA, MAX. PAYMENI LIMIT FOR PAVEMENT REPLACEMEN: 30 7_4 911 DIA SPUN ALUMINUM COLLAR OPERATION. 05/15/02 CONSTRUCTION off 1%" CONTINUOUS TOP RAIL ISSUE Walk APPROVED CAP MAX. NOTE #11 ----.06/05/0 ISSUED FOR SITE PLAN AMENDMENT 1Z� So' OR . I J-6" OR AS, SET COMTE FOOTING RM ORDERED ORDERED WITHIN PMESTMAN WAX AWA SAW CUT LINE-\ 311 O.D. TERMINAL POST 2 3/8 O.D. LINE POST LIGHT POLES AND FKTM SHALL BE AS SAW CUT LINE MAWACTM 9Y STERNIM LICHRING AND ARE AS NOTED: 211 WATER PROOFING SEALANT 3/16 X 3/4 "SQUARE EDGE, POLE=SMNM 400 -DT + STRETCHER BAR AND. 1/8 8II.DIA. 16 GA. GALVANIZED BANDS BOLTED 1511 ox. MAX. FKW- STEINM IWAS/506176M FABRIC TIES 4 'A STEEL SLEEVE 1211 ox. MAX. LAKE &ff. IM METAL WIN, ALUM EXISTING < EXISTING NOTE 62, NG I . 1 .4 FXW WA WICAP RAW ON HIGH POW CIRCLE PAVEMENT 09 GAUGE, 1-3/4" BLACK DIAMOND PAVEMENT 11 ISM111 4 4 •3000 PS10ONCRETE SHALL MATCH EXISTING FACTURES POLYVINYL CHLORIDE (PVC) SHAPE TOP 1.11. 1 - USEt-STEMM 51WC COMPACTED DRY SAND COATED GALVANIZED STEEL MESH SHED WATER U&IT75W METAL HAIAE, VERDE GREEN UNDISTURBED MATERIAL BACKFILL . UNDISTURBED MATERIAL 07 GAUGE PVC COATED GALVANIZED RATED) FW FINISHED GRADE HIGH CARBON STEEL COIL SPRING C Divney Tung Schwalbe, LLP 2003 ;RENCH WIDT 8" COMPACTED GRANULAR BASE -TENSION WIRE NYSDOT ITEM NO. 304.05 PATTERN TO MATCH POLE DRAWING TITLE: :III) hill ANM BOLT ATE A .4 1211SQUARE STEEL BASE PLATE I I CONCRETE FOOTING x 1, REVE& 211 TOP COURSE CLASS 'WI CONCRETE zo NYSDOT ITEM NO. 403.17 NOTES: 3000 PSI 61- SQUARE STEEL SETTING PLATE _=M PER MANUFACTUREII'S 311 ASPHALTIC CONCRETE ALL POSTS,. RAILS, AND ACCESSORIES NO. 4 FEW; LffM 240 DETAILS BASE COURSE NYSDOT ITEM NO. 403.13 SHALL BE 'GALVANIZED OR ALUMINIZED. all NOTESt 1811 - 3/411 DIA. STEEL GROUND SPIKE COMTE FOOTING Oil 1. GROUND SPIKE SHALL BE WELDED TO TERMINAL POSTS SHALL CONSIST OF NOTES: SETTING PLATE AND BASE PLATE. WITH THE cc -1 "_� I Owma seem END, CORNER, ANGLE AND PULL POSTS. 1) IF EXISTING ROADWAY HAS CONCRETE SUB -COURSES REMOVE BASE PLATE WELDED TO THE GROUND SLEEVE. 24" DIiII. DIA. 2.20IMAXIMUM EXPOSED FLAG POLE HEIGHT 2-O" THE CONCRETE TO THE NEAREST SEAM UNLESS OTHERWISE APPROVED U 2) ANY ADDITIONAL DEPTH BETWEEN EXISTING CONCRETE SUB -COURSES AND -THE 5" OF NEW ASPHALT SHALL BE FILLED WITH GRANULAR BASE (ITEM 304.05) DESIGNED . BY: DRAWN BY-' of Ne)p US NIS <I? ONRTIA& PROJECT NO. DATE. Cl IC I 524 ASPHALT PAVEMENT FLAG GROUND SLEEVE CHAIN LINK FENCE LIGHT POLE AND FOOTING DRAWING NO. -H REPLACEMENT AT TRENCH 15 NOT TO 'SCALE 16- 13 NOT TO SCALE 1.4 NOT TO SCALE NOT TO SCALE 06446 403,16 SN�U k COMPACTED _E101 11111Z�FIIIII= :SEP 1>11 WI:API COURSE CD -6.1 L f`I..IDTT!E- 8'1': rvv-ltt Iuclk� 4"eve r o PRECAST CONCRETE STONEGATE FRAME AND GRATE PATTERN NO. 2501 FOR CATCH 15ASIN TRAP CATCH BASIN AS MANUFACTURED BY (0 A CAMPBELL FOUNDRY, HARRISON, NEW JERSEY EXISTING GROUND SURFACE ZXJL OR APPROVED EQUAL. CY q Cy in TOP OF. CASTING LEVEL (n Z WITH TOP OF CURB to T I. . MAXIMUM PAYMENT LINE FOR BELLEFAIR. 1-011 Z'4 B Cr 5 04 lily EXCAVATION > W FCONC.CURB MAXIMUM PAYMENT LINE FOR III VIIIVffiaae of Rye Brook, New York DELETE CURB DROP BACKFILL COMPACTED TO PLAN LIIA FRAME AND GRATE AS -MANUFACTURED BY EXCAVATION lilt 95X DRY DENSITY UNDER FOR TYPE 18 CAT. NO, 3451 OR PAVEMENT CATCH I H BASIN alp APPROVED EQUAL. lilt 2 COURSES MASONRY 11-011 MAX. (TYP. ALL AROUND) FACE OF CURB CN14 CAMPBELL FOUNDRY -PAVED AREAS (TYP.) A 2 COURSES MASONRY BRICK Cost Iron Hood INVERT N BRICK FOR LEVELING 6" FOR LEVELINGPUR ES POS CAMPBELL PATTERN NO. Forest City Daly Housing 0 PURPOSES 21-6" lilt lilt ST2 COURSES OF BRICK 1775 Broadway, Suite 701 IRON SPS�L (0 To A R N TE EQUAL OUTLET FOR FINAL ADJUSTMENTII # New York NY 10019 j OUTLET PIPE 4 BARS 12" O.C. CL CAMPBELL PATTERN NO. 2589-2 BOTHWAYS OR AS DIRECTED W PIPE 611 COMPACTED 00 OUTLET r75 M "6RUSHED STONE PRECAST CONCRETE V4 (n Fri PIPE > W-1 40-01' -611 .7 PRECAST CONCRETE SUMP WITH 6111 GRAVEL POCKET B Cost Iron Hanger Plate 611-' 611 (TYP.) MAXIMUM PAYMENT LINE FOR 00 000I I L EXCAVATION NOTE: CATCH BASIN TRAPS TO ISTURBED BE. INSTALLED IN ALL CATCH UND' M 10= 111,01, "MI 4 BARS 811 O.C. BOTHWAYS -WALBE MATERIALS 611 COMPACTED SAND BASINS AND YARD DRAINS DINNEY TUNG Sa UNDISTURBED OR CRUSHED STONE 611 COMPACTED SAND OR NO. 2 PLAN �1._ 'MATERIALS UNDISTURBED MATERIALS CRUSHED STONE I Divney rung Schwalbe, LLP Planning SECTION A -A SECTION 676 SECTION -B -B One North Broadway Engineefing i White Plains, NY 10601 Landscape Architecture 914 428 0010 Environmental Services 914 428 0017 ct anagemen CATCH BASIN YARD DRAIN INLET EXCAVATION FOR STRUCTURES NOT TO SCALE NOT. 'TO SCALE II NOT. TO SCALE THE MARTIN ARCHITECTURAL GROUP 240 North 22nd Street FINISHED GRADE EE CLEANOUT DETAIL CAMPBELL FOUNDRY FRAME. AND GRATE —I CONCRETE Philadelphia, Pennsylvaiia 19103 EXISTING GRADE HIS SHEET MODEL NO.1254 ENCASEMENT CUT INTO MANHOLE C.I.P. PLUG MARKED "DRAIN, RYE CAP BROOK, NY" OR APR. EQUAL SOLID SELF SEALING RUBBERRISER SECTION COVER WITH 2 PICK HOLES (TYP.) GASKET (TWO PROJECTIONS) C.L. RISER PIPE TEMPORARY 12" MAX. ADJ.TO GRADE __,2411 ASTM C443 -OOT 2" X 4" MARKER ALUMINUM M.H. STEPS 0. WITH BR. OR BL. CUT 1.8" ABOVE GRADE Ir NON -SHRINK GROUT 1811 OR CONNECT TO BUILDING C.L. MANHOLE WYE BRANCH CONNECTOR AT 12" O.C. MIN. LENGTH _j SERVICE 6" C.I.P SLEEVE LUG CAST ALUMINUM MANHOLE STEPS 3000 p.s.i. CONCRETE FINISHED GRADE LEAN OUT WITH PLUG ALUMINUM STEPS C, "Y" BRANCH lilt JOHN P. SLAKER DESIGN GROUP 46nn CONIC. CONE PRECAST CONC. RISER SECT. 339 Route 10589 SANITARY SEWER PIPE MANHOLE-REINFORCI MAI 1111Q11 04 Somers, New York FOR JOINTING SEE SPECS. INVERT SHOWN ON PLANS OR *JOINTING- SEE MTI COMPUTED FROM MANHOLE DETAIL "N' SHORT RADIUS RQutRE W RKTAIL "I > CENTERLINE TO MANHOLE AETE, 4 DIA. PRECAST CONC, 306 BEND S�Ao*%4 I I ffw PVC RISER CENTERLINE NIPPLE- t0l RISER SECT.-REINF. BY MFGR- 00,10A j0f k n`Ot�GL VARIABLE LENGTH _,,v [lilt -A PRECAST CONC. M.H. TAPER 3: S LU 6" MIN Q I UNDISTURBED OR 61L� IF REQ'D-REINF.BY MFGR. is PLUG WHERE INDICATED ON ALU NUM CRUSHED STONE AL GROUND NOTES: DRAWINGS AND AT END OF RUN I A21 STEPS 12" C.I.P. OR PVC ION Li TRENCH EXCAVATION O.C. TYP.) 1. MIN. SLOPE OF LATERAL 1/4" FOOT EXCEPT OTHERWISE NOTED. ITT PAYMENT LIMIT PITCH TOWARDS INVERTS (TYP.) NOTE INVERT Lip �O BE AT I Ill Z LENGTH AS REQUIRED. - S P, Ill — — W 0 SHALL BE USED IN UNPAVED AREAS ONLY, SAME ELEV. PE UTLET ANGLE 0: 0 2. MAX. SLOPE OF LATERAL AS DETERMINED BY GRADES OF (UNLESS DIRECTED BY 1►t litAS REQUIRED Cx., L 6" MIN. -3/4'-' CRUSHE ' .. MAIN LINE AND BUILDING ELEVATION : ti ENGINEER) PLAN LONG. RADIUS' MANHOLE BOOT STONE TO TOP OF PIPE 90, 3. NO CHIMNEY TYPE CONSTRUCTION SHALL BE PERMITTED. 0 EL BEDDIN ---- :4v INVERT LIP TO BE AT SAME Wit INLET GRAVEL (TYP ELEV. AS INSIDE CROWN (TOP) - LATERALS MUST REST ON UNDISTURBED GROUND OF LARGEST PIPE BUILT NOTE: j 4. CLEANOUTS TO BE INSTALLED EVERY 50 FEET 2, INTO MANHOLE INVERT TO BE = C,L. MANHOLE MANHOLE BOOT 4; CONSTRUCTED OF BRICK MASONRY. OR WHERE SHOWN OR AS DIRECTED L6'- MIN. .. i 1� -ALL PIPING IN TI+S. DETAIL IS C.I.P. 5. SEE CLE-ANOUT,THIS SHEET FOR MORE INFORMATION. GRAVEL BED SBC ISN 611 Az� `LE E LINE CLEAN OUT -E PRE -C T. DROP MANHOLE SANITARY SERVICE PRECAST SEWER M A'1'4'H 0' L 7 5' NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE PAVEMENT OR TOPSOIL, SEE PLANS WATER LINE EXISTING OR PROPOSED FIN. GRADE SURFACE GRADE SEWER OR 51/4-1 SHAFT IMP DRAIN LINE BACKFILL TO 95Y RELATIVE COMPACTION A DRY DENSITY AT NOTE:' OPTIMUM MOISTURE u), UNDER PAVED AREAS AND 901 UNDER FOR ANY CONDITIONS OTHER THAN 10, MIN. 101 MIN. 10'MIN-CLEARANCE SHOWN AT RIGHT THE FOLLOWING W LANDSCAPED AREAS (TYP-) REQUIREMENTS SHALL BE MET THE JOINTS OF THE SANITARY SEWER OR 1 > STORM DRAIN SHALL BE A MINIMUM ADJUSTABLE OWATER IPE O.ID_.L, PIPE -PIPE O.D OF 101 FROM THE POINT OF CROSSING. CAST IRON THE SANITARY SEWER SHALL BE MAIN VALVE BOX 1H —'b " MIN. SEE NOTE MINT O.D. 2 CLASS 150 PRESSURETIPE AND THE 20' MIN. BELOW STORM DRAIN SHALL BE LOCK JOINT PRESSURERIPE. WHERE THE ABOVE CONDITIONS CAN NOT BE MET., THE NOTE: SIMILAR INSTALLATION y WESTCHESTER COUNTY DEPARTMENT OF HEALTH WILL BE NOTIFIED AND FOR CURB Box OR SERVICE LINE M 6" MINIMUM PIPE COVER ITS APPROVAL WILL BE REQUIRED. Uj SANITARY y OR STORM SEWER SUPPORT BOX WITH W ER OR ATER LINE COMPACTED BACKFILL IMPORTED GRANULAR TEz MINIMUM OF THREE II ORM DRAIN (PRESSURE PIPE), WHERE THE WATER LINE PASSES BENEATH THE (3) COURSES OF BRICK TO NATURAL GROUND SEWER LINE OR STORM DRAIN, THE JOINTS OF MATERIAL COMPACTED NO* SANITARY SEW ST THE PIPE SHALL BE A MINIMUM OF 101 FROM Y4" TO 11/2" 6" MINIMUM PIPE BEDDING CONCRETE BEARING PAD TO SEWER PIPE SHALL 101 MIN 101 MIN. CRUSHED STONE AGGREGATE THE POINT OF CROSSING. (3/4" CRUSHED STONE) BE USED WITH PVC PIPE BE CLASS 150 PRESSURE PIPE AND THE STORM BRICKS TO BEAR ON PAD NOTE: TO TOP OF PIPE DRAIN SHALL BE LOCK -JOINT PRESSURE PIPE. WHERE k 10' HORIZONTAL SEPARATION CANNOT BE (FLEXIBLE PIPE) OBTAINED DUE TO FIELD CONDITIONS. THE VERTICAL IIII VALVE SIZE +.12!L NOTE, CLEAR DISTANCE SHALL BE A MINIMUM OF 1811;HOWEVER UNDISTURBED GROUND/VIRGIN SOIL REQUIREMENTS AS STATED IN THE TWO CONDITIONS ABOVE WILL ALSO APPLY WHEN HORIZONTAL SEPARATION BETWEEN THE SEWER AND WATER IS AN EXCEPTION TO THE 101 MIN. HORIZONTAL DISTANCE. LESS THAN VIAND VERTICAL SEPARATION IS LESS THAN.18". WHERE THE ABOVE CONDITIONS CAN NOT BE MET, TWE WESTCHESTER COUNTY REQUIRES SEPARATE APPROVAL FROM THE WESTCHESTER OF ARTICLE 150 OF THE NEW DEPARTMENT OF HEALTH WILL BE NOTIFIED AND ITS APPROVAL WILL 13E REQUIRED. DEPARTMENT OF HEALTH. IT ISA VIOLATION YORK STATE EDUCATION LAW FOR ANY PERSON NOTE, WHEN SEWERS ARE TO BE INSTALLED: IN FILL .SECTIONS, THE CONTRACTOR SHALL TO ALTER THIS DOCUMENT IN ANY WAY WITHOUT THE EXPRESS WRITTEN VERIFICATION OR ADOPTION INSTALL CRUSHED STONE, GRAVEL OR APPROVED STRUCTURAL FILL. ----------- BY A NEW YORK STATE LICENSED LAND SURVEYOR OR ENGINEER IN ACCORDANCE WITH SECTION 7209 (2), ARTICLE 130, NEW YORK STATE EDUCATION LAW. CROSSING OF WATER MAINS AND PARALLEL SEPARATI-ON. OF WATER MAINS WATER VALVE Box. TRENCH 11 A SANITARY & STORM SEWERS AND SANITARY & STORMS SEWERS 10 NOT TO SCALE REVISIONS NOT TO SCALE NOT TO SGALE NOT, TO SCALE NO. DATE ISSUE VIEW 08/31/01 ISSUED TOR RE 02/15/02 ISSUED FOR BID 171 05/15/02 CONSTRUCTION ISSUE 1 01/31/03. ADDED FENCE DETAIL 12' 21- SWALE' 06/05/03 ISSUED FOR SITE PLAN AMENDMENT INLET 0I 81111.x 810 X 1/441 STEEL PLATE OUTLET.,! ()i3rKlImr., 9211 30... DIA 5'.' x 5" POSTS 210 5" x 51, POST' BATTER WALL 2" PER FOOT, (TYP.) 11/4-1 PICKETS TILT STONES INTO HILL n n 2" x 3 1/2" CAMPBELL FOUNDRY FRAME o 16, L AND GRATE MODEL NO. 1206 OR APPROVED EQUAL TOP RAIL tJ�PLAN VIEW 0 II O 0, SOLID CONCRETE BLOCK 211 A 6-1 Y411 GRAVEL --,II OW OUTLET--\ INLET BOTTOM RAIL (4) 211 x'21' ANGLEIRONS, > 7. ivney Tung Schwalbe, LLP 2003 ;. (9) D 1811 HIGH, WELDED TO 0 opoc6c .*.-6" x 6" DIP TEE PLATE DRAWING TITLE (4).3/811 x 3" EXPANSION 0 0 Q 50 TO 100 POUND ANCHORS IN EXISTING O 0 0 STONES CHINKED 0 PIPE SUPPORTS, 2 REQ, STONE WALL L WITH SMALLER STONES Ir ELEVATION ELM 611 D.I.P., CL. 52 )0 C SO tb0c DETAILS E/U I: j.. —EXISTING STONE WALL )�ID POST DETAII FINISHED GRADE ICY! WFE E OD., NOTES VARIE 1. 4000 PSI CONCRETE 411 PERF. PVC UNDERDRAIN• SECTION VIEW 2. H-20 LO . ADING DESIGNED BY: DRAWN BY* CONNECTED TO DRAIN M8 M OF NEW PROJECT NO. DATE! LR 'A, gpRTIN 524 08/31/01 PROPOSED FENCING ON EXISTING DRAWING NO. I - A GREASE TRAP DRY MASONRY WALL STONE WALL ALONG' KING STREET 12 NOT TO SCALE 1.3 1.5 NOT TO SCALE NOT .TO SCALE W CAP I L JB LER LINE CD -6.2 STONEGAY'E 28" SQUARE CAP 24" X 24" PIER CTAP �- 21-0" 2' -Ori (SEE SPECS.) 24" SQUARE COLUMN AT 1'-2" INSTALL, SIGN WITH ANCHORS EXISTING STONE WALL .� j PROVIDED BY OTHERS CENTER PIER ON CENTERLINE OF EXISTING STONE WALL STONE VENEER .. ( BELEPAIR (SEE ARCHITECTURAL SPECS.) °• ° M° STONE.- 16" .X 20" WALL CAP _ ( INSTALL ANCHORING DEVICES PROVIDED 1 3/4,� MORTAR . �_ ° 1(SEE SPECS,) �ciT k jail aT„_ TING BED (TYP.)..::. ".MORTAR JOINT ( BY SIGN MANUFACTURER Village of Rye Brook, New York STONE VENEER ° 1° ° _ o l� t1 I FILL GAPS BEHIND SIGN WITH MORTAR TTYP–.rTSE`E- SPECS.:A, 11 1- CRAMFER FINISHED GRADE !° '- • ° � ° 00 ( � 3 PLAN VIEW } Forest City Daly Housing p _ _ I 28" .SQUARE CAP I 1775 Broadway, Suite 741 j _ _. _ _ _ _ _ _ _ _ ._... _ o ' �`� ' � '� � 24" SQUARE COLUMN New York, NY 10019 ' cTY .}-' . " — PATTERN SHOWN FOR ILLUSTR 4TIVE ° ° p ° _ STONES AND SAMPLE PILLAR T4 BE i -� 6 REBAR a - °' OR° , PURPOSES ONLY -SEE ARCHITECTURAL co - APPROVED BY OWNER'S REPRESENTATIVE iC E 12 O.C. (TYP.) ° (TI,, ' , ° E. , SPECIFICATIONS FOR PATTERN •b ` ' , ° CONCRETE BASE (SEE SPECS.) ° p ROUGH CUT GRANITE CAPSTONE ELEVATION EXISTING STONE WALL , f' • ' • TO MEET NEW PIER {SEE SPECS.) CiivNEY ♦ TUNG • SCHWALBE °,,� „ 4 �� „ RANDOM SET FIELDSTONE s t . _ s 12 p 2 �lo b' .. t2 (MIN. 12" DIAM.) IN MORTAR a ° ° • p BED (SEE SPECS.) ° ° . " : ° _ Divney Tung Schwalbe, LLP Planning Ll I One North Broadway Engineering °' ° ° ' NOTE: M White Plains, NY 10601 Landscape Architecture 914 428 0010 Environmental Services _ SEE. ARCHITECTURAL SPECIFICATIONS FOR STONE VENEER 2" - 3" RECESSED JOINTS L .�,. ° i s .,y ' p �,.:...... ...°..; .d.,, �1... ' 914 428 0017 F=AX Project Management ; ° • p •-I �`� ° • p ° _ I �° ° • _ PATTERN AND COLOR AND FOR MORTAR COLOR. DARK GRAY MORTAR o°o° �oo o ��� Io q� oo ° oo �oo�°o o�° o�°o SEE DETAIL 3, THIS SHEET, FOR ADDITIONAL PIER INFORMATION FINISHED GRADE +6 REBAR 0 12" O.C. TYP. PLACE REBAR 3" CLEAR III THE MARTIN ARCHITECTURAL GROUP FROM ALL SIDES 8 N0.4 DOWELS „ ° ° 240 North 22nd Street 2X4 KEY ��. ° '� °� POURED CONCRETE FOOTING (SEE SPECS.) Philadelphia, Pennsylvania 19103 6" -3/q" CRUSHED STONE COMPACTED SU18GRADE SE ;;, s" ` 2 " °QUARE ° . s" 3. N0. 4 AT BOTTOM EACH • . ° ' '. ° - WAY, 3 CLEAR FROM BOTTOM AND SIDES ; POURED CONCRETE FOOTING (SEE SPECS.) p = o �: ° � o : 9° °',� ' COMPACTED SUBGRAIJE SECTION TEIR OLTI-� WALL SECTION THROUGH WALL PIER. I ° l G"_ " CRUSHED STONE JOHN P. SLUR DESIGN GROUP l 2,% TON 339 Route 100 I _ Somers, New York 10589 i MAI N ENTRY WALLS • LS PIER DETAIL DETAILS 3 NOT TO SCALE NOT TO SCALE I I i i I i I _ i l IT IS A VIOLATION OF ARTICLE 130 OF THE NEW • YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY WITHOUT THE EXPRESS WRITTEN VERIFICATION OR ADOPTION BY A NEW YORK STATE LICENSED LAND SURVEYOR OR ENGINEER IN ACCORDANCE WITH SECTION 7209 (2), ARTICLE 130, NEW YORK STATE EDUCATION LAW. REVISIONS NO. DATE ISSUE 1. 09/21/00 APPLICATION FOR MINOR SITE PLAN AMENDMENT 02/15/02 ISSUED FOR BID 05/15/02 CONSTRUCTION ISSUE 07/22/02 SITE PLAN AMENDMENT 06/05/03 ISSUED FOR SITE PLAN AMENDMENT ©Divney Tung • Schwalbe, LLP 2003 DRAWING TITLE: 'DETAILS r I DESIGNED BY: DRAWN BY: of Nee MS MS PROJECT NO.. DATE• 524 DRAWING N0. h . C0 A! w NP~ CD -693 9810 Pi,.C); -i:. .. R • .+.'Li ii:i r'ii �'��.,�,�` ��: ..... t'�:�ii ii ...Af Li' ' � I iI � � i� � � I . I . . i � I I I 1 . I I . � I I I � � I . I I w . I I t I I � I . I � � � � . � . . � I . I . I I . � � __ I I � � . - � I I . � . I . . . � . I , . . �, . . I I I . . . � . . . . . I I . I . I .. � I � I I I . I I . . I � I � . � . � . . . � I . � I I . . . I � � : . I I . : . - � .� I I � � � I . I L SrW 9W -USE MYSM114 CIR MZVAED OR REAM OXWE Et%WMW . 11 I 111.1 , I � . � I � I I I - I I . I I � � I - . . . I � . . � . I � 2J OR FLATTER .1 I � - _" "Y' ' * . , . I -"7'r - - . - -,- . , "I I ALL TEMPORARY SWAtES SHALL HNE UNINTERRUPTED POSITIVE GRADE TO clr - � . CZ�� =XISTING � � L J 1, � � I . . I I I I I ; � - I A L MW -AS ,MMIM BUr AVr U3S THM 50 FEET . - � - I qw.WIDTN , : 7 !7 � . . � I I . I ]! 1. ,� �, 11 I I � I I , - -_ -1 I Tmw=��T 1 4 I I � . 1 2 RE-BASrEa PaErSAR I LINED � RIPRAP 4,7 1 M I I I I . T c MT,7 � AN OUTLET. GROUND . * � I I EROSION AND SEDIMENT CONTROL PLAN SPECIFICATIONS � I � I I : � I . : . - - I . � I .. � . I . .. : IACIFA I - V IM" &Iff LESS rHAV THE R4L #= *OF 111W ff IVNTS . � 3 1 STOVE 4 - ria K I . � I � I . I . r a z smm I ilzry z 02��_ MW ANGLE FIRST STME TOWARD I Iv I � P -DIVERTED MINOFF FROM A DISTUMED AREA SHALL BE CONVEYED To, I' --D MIALEVEL ---f � I � A.SEDIMENT � I TRAPPING DEVICE, SV` Faa � 1. DESCRIPTION OF WORK i � - I - 1. � .- MXCM Effim . I IV& . - . � . . .. .1 I . .. . -----`7,-"7-` . I I � I , - I , � I . PREVIOUSLY LND BALE . � I I I . . I . I I SINE A I S11WE B I I C /I I � / , SECTION IDIVERTED RUNOFF F10 AN UNDISTURBED AREA SHALL OUTLET DIRECTLY INTO I 1. EXCAVATE A_6 INCH x, 6 INCH TRENCH, OFFSET' APPROXIMATELY 2 FEET FROM THE INLET PERIMETER I . Provide allmeans ' . to install, inspect and . maintain, and mporary � I ; 1 I I I FAM aff/V - W& BE RAM aW nE OW ArEA PW TO NA610 OF SME . � I MACTED SMM4X . . I I � I � I I I I I � .1 � 1 &I SWAM WfffR -4 SWa IVAM FWM W OffiffaTWAV CWXr& �. I I I htw — . � � , AV UNDISTURBED STABILIZED AREA AT NOPEROSIVE VELOCITY. I - - � 11 � I I 0 W 1 61 � . � . 2. UNROLL A SECTION AT A TIME AND POSITION THE POSTS AGAINST I erosion and sediment control measures as shown on the drawings and as required to . � . I I � � I . * I wam . I RMFAW . , $HAL X NO A*9 nE. OM4= IF: .1 affRAW , - I MaiMa . FLO - . I `01. I " I a aoww 11 � � � I 1 � 4 Au TREES, msHsTumPSoayw1oNs AND OTHER amcnaNABLE - , - THE BACK (DOWNSTREAMI.WALL OF THE TRENCH UIET SIDE AWAY � FROM - THE OF FLOW. . minimize the� erosion and unspecified transport of soil from the site. I � I I ; I . I I . � . I .. . I WWAW SM WH 41400 MAE A9W= W - � . aV0NDTVAE*W,SSWff.7W. I � I I . . I I ; 11 . I . � I � : , � . ArWTH_ I 'i=� I I WIRE OR fiYLON BOUND BALES � . . - YffERIAL SHALL RE REMED AND DISPOSED OF SO AS NOT TO INTERFERE . WITH THE PROPER FUNCTIONING OF THE SWALE . I I FLOW 5.THE . � . I , . I rXW S ME SU FM 3. DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS I , �� APPROXIMATELY Z FROM � . 2. QUALITY ASSURANCE - I � I - � . Ge � . . - I ,�'. I . .� � I 11 I - � � i. 1416%Wi -71t 0� Sl� W iWA ON A WOM, TW . . � 11 � PLACED ON THEVWOUR . I - FIX . SWAT, SHALL BE ENMATED OR SHAPED.T0 LIII&GRADE AND CfflSS_ I 11 V41 W THE TRENCH BOTTOM. . a. ineral . I i I I I . . .. - I . ,. � " I - 'Smo WU PMW 74aW d? A9,M, � W_ SO * W WO AMAW. W: OX . . N* _* * 'NW , TMS AW BMW Rff= 7W DOW! INM IB"AL V* AS OWXW � .. � . - I � � . . . . � . [ I SECTION AS V I REQUIRED To MEET THE CRITERIA spicna -HEREIN AND BE FREE �v i .� I ,� .1 -V ,. 07 V, . OF allK PROJECTIONS OR OTHER IRREGULWES WHICH WILL IMPEDE NORMAL � . � . . � I Na RM F& I W M Re I : 4. LAY THE TOE /N FLAP, OF PA&Ric ONTO THE unDIsruRBED FW __ I 'T , BOTTOM OF THE TRENcH,BACKFXL THE TRENCH TAMP THE soil- � .i. Install and maintain in compliance with the New York State De artment of . � - � I � p I � I I I . SrAr Ar Exa. I - 19". . � COM'RL Sgwr_ 9VO-W#= Y/AM a? TR4= Wo Afte AW OF I I I I . I I PAUM � . WAY W9 BE M&M 4OWW.' I . . 1. I - Z I I � I :<-J I . . . <_J FLOW. . . I . I . I . I &FILLS SHALL BE COMPACTED BE EARTH MOVING EQUIPMENT. . [�_' � � Ry ,wD I I � . mm 9" 5_olti sEcrioNs As sHOWN.sUPPLEmENr w1GRAVEL AGA;Nsr THE FE CE. I I x nwurll . I Environmental Conservation General Permit for Storm Water Discharges from . I Construction 'Activities. I I I . I � . 1 4 OAM - P�w To LftwnE Wtvanwiews ava W, ama TO I - 11 . I . . MM k IN MW. VA90 WAM SHALL BE MWED TO AN AWNS SMWT- =:= I . - I . . I I � , a � - A , . I I 9, � _-AM" TALI EARTH REMOVED AND NOT NEEDED FOR CONSTRU91ON SHALL BE PtXED SO is oRttexa,amw t T= I . \_ ewm ST1W a4O I � '. RAcE a40 oF STAw wflN Ems rnmy Awme ona ava To svNwmD T11E INLEr. . . ii. Reta-in a copy of the project's Notice of Intent (NOD; a brief description of I . . I I I A . I I 5Y MIN. LELN&TH I I . . I I . . I � � I AS NOT TO INTERFERE WITH THE FuNcrIONING OF THE SWALE. PUN , . � I . 8 INSPECTION AND YAJNTENAwE MUST BE PROVIDED #TER EACH ,RAw EVENT - � - 2. WE UWE AND'S8VEMV1r, I I AW FXM 7HE 1W. Eg�" TW LINE OF allS 270 10 FUT � . . . � . al ( . . the ,, posted in a prominent place for public viewin * ind a copy of � the Storm Water . I - . NOTES . I . projects . I Pollution Prevention Plan (SWrPP) at the � I I ; � I RM I . I � I I � I. BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE I . OUTLET AS REQUIRED IST461LIZATON SHALL BE 9 PER THE CHART BELOW. SEE ITEM 8 BELOW 11ICrA1 I AT11W mnrre . . I I I . I . � . 3. A00 MES IN Arm a, HMNO mm a? r x z sr#Es rmw rHE BNz. . construction site from the date of initiation of construction activities to the . I I . 11 . I . I . I . I AWACENr BALES. 11 I . . � . . ?- EACH BALE. SHALL BE EMBEDDED N THE SOIL A MINIMUM OF ,F. . I I � I . � � . I � . I .� � - � I I I I BALES SHALL BE. SE URELY RED IN PLACE � BY STAKES OR, RE�RAR . . � I 11 � ANGLED TOWARD P C Y10U CHO t I SL% . . 1, RE Y D All TO FORCE BALES TOGETHER, I'll I � I I � - - � . . . I I I 11 � I . 4-, I I I I I I I I , I I � 11 � I � . I I I � � r I I I I I I � . � I I . I I . . � � I I I . : I . I . . . : I . . I . . � I . . I I . � I I . ., I I � � I : � I I . 1. � I , I ___.- � . . . I � . � -i I I . I I � , . � . . . I I I . I I I I � I I I I . - . 11 I I I I . 1, . I � I I I � . I I . I . . - -1 -,---. I I 1. . I � � I I I 1. 11, � I � . I . 11 I � . � . I : I . � I � . , � . � I . ,� I � ,// I . I �� . . . I I I I I I I � . . . � I I � � - I I � I- I I .1 1. I I I , . I I � . � . I I I . I I . I STABILIZED CONSTRUCTION ENTRANCE AND VEHICLE WASHING AREA I � C-roimhmm c I . I I . I � I . . � I . FLOW .CHMNEL STNUZff10N I Iff of . TWJOW I OW , 6 . A (5 AGR LEM I . . 8 (5 Ar. -10 ACJ 1 I, : �. 0.� �J&'L . M AND ST". WICH SEED L AND STR* kULCflL L I . 2 I I JJ�5= . . I L I SEED AND SIR# MULCH � L I I L _ SffD IPRUAPTE2�M . LINED L J 1, 5J - BOX I - SEED, AND 'UTE MEESH I PZ L LINED � R PRA LINED -RIARAP48' I 1, . I I I 1 4 I Bl - 20Y I LINED � RIPRAP 4,7 1 ENGINEERED DESIGN 1 4. SwPL,mr w4wa PlffD xNw Tm mEs -SEE xrx I Uale OT the Notice OT uerminatioh (NOT) submission. L . . iii. Install in accordance with th .rawings or New York: Guideline n L . I . Erosion & Sedimen't Control, Third Printing, 19.91 (R.Y. Guidelines) Lor the I I . - I L I I Erosion and Sediment Contro[Best Management Practice' Manual Series, . L L I I L L S - I L � I . I . L Westchester County, NY, 1991 (W.C. Guidelines), whichever is stricter. L, I I I -L 11 . I L I I . L I I . . . .L . I I L I I Wat L L . . . I � L L L .. I I I I . I I I I I I - iv. Grade and maintain site at all times such that, 611,storm er runoff from I . . I I I . I . L . . .. L I . . � I I I I L I � I . L L I - . Z L I I I . � I . L . I I . I I . I I . . L I I L I I I I L I I I I I I I r . I I . I . I . I I I . . . . . I I . L - L L - I I L L . I . . I I . L I L . I . � I I � I I I I � L . \ I - . L I - L � . � I � . L I I I I . L 1. IL I a' , L I L I I I LL - . . �. .�, t" . . ,_� \ L L . � -7-71) 07 L I L I L I L . I I L L I L . . I I I — I . I I I I aistUrDea areas is , diverted to SQiIL erosion and sedimentation control f aCil'ti I . I I � . I L L Iles' v. No Changes. to the Soil Erosion and Sedimentation ControlL Plan shall be made . without approval of the, Owner'SL Representative. . I L . . I I I vi. No more than 5 acr. L es of' soil, not protected by erosion and sedimentation I I L + I L I I � � I 11 11 �\"� _r �, I .. I I -�\Jc . I , it-Wou, es, Cut , we UIS Lurbed a L any Time. I . .. I �1 ��9 ,\ L _�-_ . I L L . "I LLL . L %,%J" I V I 11 I I "I � L � ,� ,.? L - I . I I :�,\ . I \ L I I . I L I I�A . L I I I � I . I �'D L ,� � 11 I / 1-1 TEMPORARY SWALE 3 / . ____ I L vii. The Contractor shall compi VL with . applicable Federal, State, and local regulations I I L I . I I I I I L I 11 11\ 11 .. T I % 55 L I L / I '\, 1'.� � . . L . relatin g ention 'and abatement of pollution. L I - L I t I I L . I L . - . I I I I L�, . . . I L . LL i .. I 0 L .., , ". - I . . I I L I lb. ProdUC t Data I : SubMitL manufacturer's catalogue cuts, specifications and inStallati L I � L �� 41'' � I . I ., I G 1, ,� ., /�Z� __� - / 7 on . ".?. .1 11 . - L I � L . , ---" -_ , / �, (,? instructions for silt f ences, filter fabrics. erosion control blankets, trash racks, anti - L - \,, , . I I L I I , � _"ILI L' I I k " I L, �' , .,- 6.�, 5��? / L . % L � _4.., ��111 . � I I I > I I . L L f I I I r I , . S, , � '_ _� I Lf i _N___J 5 's - 0 41 1"'� -, 1%_;�>L 7 ,V 1 � I . leo", .1 N, .. ''I I 4V ;; LL 1 L'� I I " , I . seep Collars, and sediment trap riser and barrel pipes. I . L 1".. , . - / - 1!� L - I , ' � 1: S. - _�) L . I (ra) I / " I . L I I . I - " , %�; . I-- _,:��, 11 V I 1 3. WORK SCHEDULE - � I I I L I — 1 i , - - L ;�___7X l! . 54 . 362.OD, 11 11 _� . Lal: . i I N 5, 5 4 4.29 i��i I --- I T.O.N. � .� I / - I ., < t . I . - I 11 L . L I L � � I , I , !!!!16��_,_ t �-_I, - TEMPORARY (� - I . a . Gener Install and remove measures as noted in the "Sequerice of Erosion & L I r I L I - " , I , / � ' Sediment Control Plan Implei-nentation" outline provided on this drawing. The measures . . . I . I . L I L . - I - I :(� , / /P "-',�, 11 / . DISCHARGE TE L MPORA L RY I --i , * � I . 1 .. L E 3 870 1 ,�: / / - (�)J �! � L I L L I L I I 1 ��. - - 'L � I �, . 1. � . T , . I I " � .,--. 1� 362.00 J IVERSION SWAL7. \",() I I I ., ,� - I L . _1� 1, I I I I , , - ,.9 sw/ 5190 1 1 L . . I - /� ") . 6 I " — \J � . / / / / I " shall be maintained until permanent protection of the contributing watershed is I ; , I ., \ L I ,DIVERSION SWALE. TO 1 I I . . I � I . llel,�� _S> , 4/ " 1, �0 ,'- ;,� /P=996 7 M 1 51PI111 510 L .. . . � V i . t \ _. I - I I 11-1 - / __�� 1, , 17/ � - � (_� Owner's Representative. All:storm drainage outlets willbe I 35CO L - - 1_� '(T-- - - _��, > 1, I PERMANENT SWALE ; i i \ �, -1, U :�:— - - , , /=_T90 0 zed , Lbefore the disc urge points become operational. L I I � � I I I , 1 0 ... 1- - -_ 11"� _,/-,��_ Cl? I . __5,�, 1 c9 A - 13b R=991. 0 S L L , as required L I I , '11� P62100 � ',- \ - 6/7 I SL 6Ct . . � _� - �� . - , ._'111:��_,. - , I f 0,56n7, b. Inspections: 1, 0'' t OL I LLLLL L ..... 1, I I ,,�Q �& -'- - - I ' � _: _� \, - X ,;v / __--- I " ,� _' _��)� " -::�� ulinv 0.�,387 00 1=,3,52 75 � � � ; '5 � I'- @_-i'_A _;��::�, \ n P measures at e s nce a week and within 24 hours of the end I I 1�1 I- 16 :, % . . I 1___)�,, -, -s;-.� I - " %1, � ' "' - 0- . 5�, - , I M x � /0 ,//C- C'9 4 - 1_2, 11 c9 A - 7,�G 1.=�J,32_ J0 � I- of ,a 0.5 inch or greater storm event. Stabilized areas willbe inspected monthly until : �1111 __ � '�', lIcn- \ '5 5 , L� � & SIAMESE CONNECTION -, I . .. " '_� - _� / __, �N 11__;l � 11 . I I I t I h " , . "6 �5v: 'Lf �'� , / 96 O�J,56- - I I . �,E , , _.- � \ M . -?,-9 , &-��,'5 "i I . TOPSOIL STOC , , `3ki.bu , _' 56-,- �- - - . ____� -the entire site is stdbili ed. I L --- OUB L ' L ..� --,,� , 1.y - I - I N\ � I I . I I -0 �__ _,., ." "\ _______�,�._ _--om I . � /��--7/ //- 111. 1. 1�=J,62. U" ____ . � ! - I I--, . �, - .-, ; �,, I 11 -_ �_11.'� 04,, ,5,�,, 71, / ,_ '% L AR- LE I , � my ! 0. yl . L � , , ��_t_ � ". , ,, 0 / 1" �- � c . Maintenance: Maintenance WillLbe completed within 7 'calendar days of determining I ,E A WI THL D I . I � -1 -1 __ I .. . _� 1�=,yg.2.15 �K L � - '�� �, 1, ,,, - _�� ------.?', ,57 M , , , \ . :: I - L -� 1'� I , I 11 " , � -'t q 1, ' '<��'---6 /`Z-J5,-";�0 g6 , \ I ,,� __ I . ROW OF SIL T FENCE I I I \�� M. � '� - - --\I-- . 11 �,,�, lz�_, I 11-1 I � 0, i "_,� _� ?___ - � ." M_ k . I % � -I_ / _-, tA ----- LF �,r its need. . t � 9 - , \ 11, / - - - " M—M—m �'L M_ � I'A _____ Z 1*-'--' 4. PRODUCTS AND EXECUTION I \ . "L 35Z �00 \ . - ( (� � I \ I L I ! I � , `�� , . (:� ,�� � � - 11 I 0. 6" MAIN I ,'.. ___ I 1;o� , Is, !/,� _ I I � � - .1 : � , 1. __ I 11 ". I ". ___ � a. Sediment Traps: 6" TAPPING SLEEVE AND VALVE _ 1� 1�11 � I C - L I I- - . I -- - L Allpipe connections and a*nti-seep collar Connections shall be watertight except for the ' L - _ - L !, .11 I L -�,_�� - I I I -, - _:-� U, � 1, LIL_O�_, _' , _ _,_� I < ,� � �_� -i /I L I `6 - ) -1) . g " 291P &�`§ '5-7j �,D---_ >_� i L��, - - f L . . 1 358.35 - .--- ,5 ?11 � . � U� V fv� ; I - \ �� I � I 6� n I i ; ,5�.,65� -_ ------- _� ____ . I . I I - � I --- _---_ -_ 1�1 (le. i -I _. ! -___ -4 � I � - � . :_��, F_ �,_ �� I . I , C -, (� 9,9 Z/,�- g - 2DI/C ,�� "i .� . - U - in le opening. . I I I . BALED INLET I � , � . (D .7 J BLOO \ \ ," DO..) 0 ---,,, ---__ , 0 &I -7- I— ------'-------4 5' ' k-) -) 3 /fs ici 1`0 __'�:� ____� riser top i I t . . � - ; — - "I -_ ,�, . _____ , 1110 - ,_ , — +Iuz� L I S L I WET TAP %Jg ! I � I '___S�T ,�< Z 34 1 1 . L - - . - _____� ., D / _ � �� 6:__-�- �35_ ii. Embankment material shall be taken f r ed area' as directed by owners L ' L . �!�DMQ , p . , �, (DOOR TO" . Q*. --I--- - - _-7- 11 N,) 2 1,44 L 0 1 representative. It shall be clean I.. I Ay 4 I � 1 1?,_j_41 � LL I ut: - �, 6��Zzj 1(--! VE____� mineral soil free of roots woody vegetation, oversized stones, 8" TAPPIN L E RIF,- , C) --- � D D Z" - I : I . I . I NL I % L -A-1, I-EVED- " ." � I .1 -----__ " _� , - 1, I �1_ , J - i Z _-0,-, - ' D � D- a 0 �,, 0� I rocks, or other obj�ctionable material. Rela tively perviou material such as sand or gravel I �__/_/z I � 1, 358 7 L. 1-f ___� UE 11 - , I , - . , D L � 0 � I ,1__1 �_11 i I --��\ - �, :P------. ____ � � I "I I . ' �__ -_,'f - `�.----__�� _ L 11_�' - I I shall not be place in the embankment. Areas on .which fill is to be placed shall be _`��_ -.11__.,., I" 6'zzz�� - - , - ILIE / � E UF L I L I : . I'- , � -"* _*_-_�, __� � " - L . ; CV a L, � - ' \ `� ` �O , 358.67/ �.67 - - ,�'_5��,_ - __ , -1 __. LUE V - J ___, UF 1 7- . scari � fied prior to placement of fill. The fill Material shall contain sufficient moisture so - � , �� UE I ;; � 3'714B I � TW 452 00 . , ` 358.67 - L'. Z � " 6i__�_ L�� - �__ t�_ U 8 I I � 1, % . -, �-- -!7-_.-.-- "' 14 - , _ 1, ___� � I I I I I . : .� , 1 34!3.00 BW Q:�348.00 , 1� � ,-,-- � � - �� --C,/,._t��? '. , ., ------- �_ ____ I 1'� . i Cg -/J . � � . 6 W : 11 . 358.50 358.50 . �:__ - --16/ ,,, 1. � that it can be formed by Lit crumbling. If water can be squeezed I rl� * __1 �,, �� , � IL 1`11 "/ ,,� _ �, - - _L:: - L I rwA % -1 - �__ � S_�91 1 . I I I , hand into a baLlI witho' I L kl I 1. , _z ___ .1, '/'_'� 11 , ,6e -- _____�__ - � \ I I", .49 . out of the boll the ma erial is too wet for proper compaction and unacceptable Lf ' '_� L/ . - . �, � , �w J .0 LL I \_ t " L - , (,� I ; �` I I , ' I... I.. 7-6. � . 1-1 ,� I ' �� - I , . 6� L - or use � . \ , LL. . ,_ C "I.", � $�'_ L_ -. '� 4 in the embankment. Fill m aterial shall be placed in six Inch to eight inch thick 1 . i '. I- 1� __ I '.. I �. " �, I � . \ 1. I L,, . I- _ ._. - % I . I t I \ - ", - -,-. �'. I 1--, � N � J-,± ,Ojf �� I i I � A -�, - 3, Is - � 1_,� I=Jgg 1, _ �41W' 5'9 ' continuous layers over the entire length of the fill. Compact on shall be obtained by I 11 I , � I I � 11 - . ___ __ .1 '- - �_ - . , I", 1_ I - � t I I , ", I ; ; ! �, 347-50 11. 'SERVICE 1�1 �_ , � __� 11,_ _ _. I-,., I ,,,, ,, E� % �, /�L . _96 rout n% l a nstruction eq ment over the fill so that the entire surface . � 6" DOMESTIC- , ,_ ,_ t , \ ; �� _', i I I t - I . I .,- ' I." ELF/ I �___, , 1-1 __ -,,� � .... �� I,.,- -1 � .1, -, 11 ". �L," I of ei ui� - � � ,11- _,__ �__ - _� . ; I � L J, � 11� I > ,� - �1, 1, ',�� � . � � I - � I , �w,% I-- � , 1_'. - �_ % � ac later of the fill is traversed by least one wheel or tread track of the I , P 8" FIRE SERVICE ,.�� _ I.. 11 I ,- _� __ I I "I \ * ' � .. ��_/ '58 35 - a t - � L " - 1. 1, � ; I �. . _ - 11, - �_ , I .� . equ ment or by the use of a compactor. The embankment shall be constructed to .L i I .. SWALE � - -_ L I . , - . .1 I 11 J I W_ c -, L i . 347.50 % L I I L 11� � I" '� � " I __ ___.____ __ __ -'-,. ., 1". I .", 11, ,�. I \ , I " L - i / - '� , I I I 6,g P 11� I I c____ I � . � 1. , '\ , 368.7 - _N I I VIVL I CLEAN WATER an le evation ten percent higher than the design height to allow for settlement. - I I / � i �, '5�, �/% I .1 ___ L - --".A, L. '', \ \ I i L ., - I I =J43 /9 I- 6/ 1 3 I., \" 347.50 1, I, (DOOR TO - �-iS&,,67_ lz�� 3583 . ...... ��__ ', - -11 1, . " \ " �t 8 SIN SWT 4 -1 iii. Install sediment silt ten :e around the basin excavation site before excavation. Divert clean I I I I I � I �� I . I I , - . 1� surface water away from the construction area before excavation. Basin shallbe seeded and %, ,7 .1 I I . I , ,- -`, " , 11, , \,. L % , '51 1 V I 1, I 'I, Q U � �- '-4- ( OR FHUM L "", 11 L�, ., �. . . '. 157 stabilized before used as temp I orary s t' L I . . . �Ql L " I I � , 1//V �� �, � - N LEVEL) 3�5 �,50 � \, � ", 1� � "I � ediment rap. Upon full stabilization of the watershed area, I . I . �i. . , I LLLL . 19 . �. 1, I �,.'L , � - �,z - V %3 ____ �_ " �., . ". "I !I. ` ." convert traps to water quality basins by removing sediment and planting with permanent I I , � I ; 1 .28 " � . \ , (�p ., L . . ", - UAI, - �' �/, SECOND VEI l U7 � �.67 "' -- - ::�� ��, . ,� .09 -3 58.67 . __ " . r \� , .�. -,, / �:-,,. '. �.�* .. I I � . , � L - I C_". ( . 347,50 �, U - . " �� L t ,. (9 __." � , C ( ) . I � I -_ L L 11 47.50 - I . - � Q_ �, . � I '�,' , � 1. . I I .,�, I . � -, " . -�/ , cl�� - V.. I I _1� '\ 'L, I . \ vegetation. Once basins are stabilized, remove downstream silt ence. L �-, � C t _ - __ " I � 4- � �_ UNSTRUCTION - L t "-,, , L_ L I .. ,,, 0.0 FF J97.0 L If I I - . I � � 11 C V A , 1�, 347.50 ..,CRANE 1. , . 1 358. h ,\ ., " , . - b. Inlet Protection: The filter fabric shall be Miraf i 70OX or equal. � Z) m 5 � . 1 347.5 'L .. 1 (41 4�11Q, . - I I . � C � I-- " . 3 L . %/�s �- /_ . � I . I L ; 1, 347.50', � �L," I :� , � \ I C 1, " 48.00 . ,�, � , I - I . ance: The filter fabric shallbe Mirafi6OOX or'equal. The 1 ;i . , � , L ,-LOCATION 7ia IIETER FENCE . 358.67 1, I L . " % t, 8SA11 T. J8 1. 0 HSAII T. J82. 0 c. Stabilized Constructioh Entr : -, . I I)c,r Q \ 1, " - � o " 11 \ . '41 � . Contractor shall keep the roadways within the project clear of soil and debris and is 11 1, \ , I , ' � i C _<0 3 4 75�- , 1 1347.50'�!7 FOR GRADING IN +\ \ \ �N \%I I . - . (� ., I � V Y,," OMPA 358.67 . t - � 1 48 I ", � , 1�1 I ; ,I/- 1. 11 L", 11 responsible for any street cleaning necessary during tn . . � : C ( 0 1, . _/ // .uu . 11 N " � * �_ le course of the project. I I I I _. , 'IN \1 "' " �, L I 1, -L, 1 . I L . I .1 "� � . � 'SW ",` - \ �:_-- N, '6,090.52 d. Silt Fence: Silt fence fabric shall be Mirafi 10OX or equal. Wood - 1 C � _�, -�� , � . \_ q I �L SEE LANDSCAPE I - 0 I, . eec 358.5 ALE A �� %_,_'. ___ . I L -11 11 -1, )-,� -" , ', . I � ,,� ,- , ,7.50 ,�, 0 1, , .' ' I " ., I � : C % I I . 0 , 1. dwood, a minimum 36 inches long and two inc I , ., f�r , , 1. I - _1_. . . I 1 347.75 . I I 1 358.36,, "I . L L L I I . I ), (A I I \ ., L . �� 1\ — I �, %-� L, 1, , ) 9.15 1 square. Metal 11 I �� ZE I " , -, , , . 1. 1, �1, I posts shall be standard T and U section weighing not less than one ppund pe�r linear f % I * - . . � I ! : C 114- � L \11 \ ` L.- L L 1, I . _.___ / �, '__ ____ - ---.-- _, \. ; L \\ I/ '.'!.L " 1 \1 -1 \ - - foot. Wire fence backing shallbe -a minimum 14-1/2 1 gage with a maximum six inch- I ; . _� � 11 ". ,�, 11� L . -L, ------ � I , I . I C t. �., 1, LL. , , i - I t I .1 .1. 1� "I I— I" � : _2C mesh opening and securely attached to fence posts. Posts shallextend a minimum .L .. C " 1 "., � _.", 347.50 L ". I" 0 347.50 _ I � 11", . \ � \ - `k�, I 44 \�� /4 .3.2 1 0 � . � � I I'- I L- , ,� �L \ , _� � . j �. �, . -_ -_ .. - 348.00 . \ ,358.5 358. �, I ___� - I � . � � .� (n 3C11.501 _ � * . 11 ", � 47 -_ -_ ''I . , \ I \ , ." � \ \ _Z� I '\t:�J-%'5f -_ " f 16 inches into the ground.. I w �1, � 1, , � ��'L e. Modified Control Structure: Allpi ctions and the barrel connection to the . L � ! �i [- - '-. I - �, 347.50 1 1 , I � ; � 1_". 1, '_1 0 \1 I.. . I �\ 1. �,�, 5 1 . ipe conne 1 � / , . ", A __ �, "', . 1'� �,� . 1'�� \ . \1 _\ \ , c I rtight. . . I I 1��': I - "� ' \ ontrol structure shall be wate � � I., . L" \ I 'L '� ," I ... 348.00 1 �, I 11 \ \ _. I f. Temporary Stabilization: I L ., � : � � - i iL I I I " . ', LLL L _�,, / - ." ',,- � I , 1� � - i� 1'1� ' L �_ ! . 1, \ ., -, I., 1, 1. 1, . " I D V1 N, I k I I L. - 347.50 , 1. . I . 'A L Establishment of Temporary Grass Cover: Prepare seed bed, scarify if . . " : � I :,� __ 1.� 348.00 1, ��, - . � L t tn I _P ,4 . \1 "I .- . . ... ---\ 0 . � �, \. . L I 11 I I , 1:�;�M610 , , 17 - I ., �, , "I "I - `�, compacted, remove debris and obstacles such as rocks and stumps, and seed : t ,�P' A, 1 , i / `t, - , �V,� L ., . ' I I ,� �. !, L 1, . �, L I I � ,F-13-11 _f - -. IL -5 -� f , \ " .�_11 . 'L.,� . . - - -1 � . (DOOR NED �,_ \ 1, . 1, I . within 24 hours. Amend soil, lime soil to pH of 6.0 and fertilize at a rate of 14 1, , .", " --, - ! - \ , I \, LOWER L`E � � , " C-3.4-1. . - 11 L, I" I . L \ . I I \ I � - � , ,� . . i 1, . 1, . I .1 l, I k . 0 \ 347.50 I" � � - I I . , . . I - . . I 14; =19 9 I I , � ;A \ �, _. I',- \ \ I - I" - ,I:: ' L I I 114;0=19J9. I , N, I I I �� . . 11., I " 358.67 1� \� -.1 , SILT FENCE (TYP.) lbs. per 1,000 sqya�re feet with. 3 -10-10 or equivalent fertilizer. Work . � � . - 5 , � ", I � I 0, "- 1E 1-1 - 1 347,50, _ I - L, I 0 �� FOR GRADING IN ,�, \1 �� �L _\ �1111 I I L .� I .� I ., , . � � � � 11 .. Xk I- '-,,, 'L I / -"L"8.00 I I � � I amendments a minimum of 4 inches into soil. If seeding in October/ November I . . . 1. - I ,� � "" 1.� . ,.� __ \ - 'L L,__ I I I - I - I ..... . � . , ` / . '', -1, SEE LANDSCAPE Q 'NGS �11, �, . , I I .1-5 - . LL : ". . s fied Aroostook winter rye 0 100 lbs. per acre, otherwise . / �. . - _� ! ", , I I - 1, : r � I- ""',_ .., - / 3 15.8� "' � I I . I � IL I- __ , 1., I ", '___ - .... � _. � ... ... � \ 3 .. L 11 358.6, . , 0--''. I seed shall be ryp grass (annual or perennial) 9 30 lbs. per acre. . . L / ! ". - I , _ - � - ".. . _ , 1. ., 1, , I � 1, Small L I L It. ,., �R,� �, \ � '? I .3 L � ' L I .., 9-, I . 1, � ,. L .� -147.50 .,� . I = � . 0 1 1 L I I __ I � CJ IL �_ 1�. 1,� - _ - L � I'' � I , .�� ii. Mulph: grain straw mulch or Type 1 erosion ntrolblankets as specified I I , ,.? , L . _ . \ 1. �\ " C I, --- , . - + ." ,,,, 1/- I � I �, .1 \ 11 I J0 j4r�, 1 / I -1 _�_ L_, 1, I " .., � _ " I � Y. on dr -5.1. Straw mulch shall be applied at a rate of two tons (100 to : I � � - -_ h/ 7j� ----,-- -_�. - .34 7_50 I." - _', I . - I CRANE 7. , .,��', - . I" 1, 1, I, . __ 120 bawin per acre. Erosion controlblankets shallbe BonTerro S2 installed as . I I I . 1, - . I - __ I I L I � .. \ � , �_. .. I __ � - "L N 5,853,58 1 . I , 1�, Z, I L ","', / i fF-F - L � I I I., - . I I \ .345.27 11 I k , i .. , '111� �, � � _T ��' ales? SP - * I� 1- -------, - - 1. __ I I I , 34750 � L,., LOCA ,�ION ' � - - . I � I I , ., 5 recommend r. . I I .,. - I I ; - 1� _-, ., r � I I . I 1. 1\ I &�L . I . �_ 'L � � � � N 347.71 E - 4,043.71 L � 11� ,,347.50 � ,� ", I - � V, a 8 T. J64.5 I I iii. Treat all disturbed areas within 500 feet of an inhabited 'dwelling as necessary to - . L .. I ., . ' L . . . 'L - __ / , I - X / _� � 'A I IoCaL iL 1-1 11, / _ -, — � ,.� // 't - �,� j .1 ,__ prov , L I I . I I : I I \ I > � ___.:.'� I .; � , -_ . I - _ ',, 4-1, 1 . . � 1, 358.67 - - /� I . %f A I . � ide, dust Control. Conform to all . land state regulations goverrin L - L . A - "I \ , 34 ., ""00 ___� � -_ 348.00 . _� � � . I P-_11 1-1 L _,�, � /�/,, . ,� . 11 ,�.r . activities. . I , I INITIAL . I - ,,-- ,�) )x � I t:5�00 . 4. / 1, \ ,., L ' 1 356.00 1 -, - \ - Z72.5 T RARY . � * 111� I L \ �% r . /5' � 6� L \ _ -_11 i L �.C)l 11 . L ,�', \ .; I , FF , � 0_�_ iv. Install Temporary Stabilizatior wit hin 24 hours after the end of construction . � . I I 14.1l4 I%" - ___�_ 0 �L I . _: - I I 'q7..50" - L - L -J . "I . 11 '. �, 14 1 � .1 P, v . . DIVERSION . I � % fIx 1�� % " " 348.00 " _"`�� � % Bsl�,�r 7 J EADWALLS ctivities in an area unless there is snow cover or construction acti ities will . . � - 5P� I _.'� ____Z��,17A, . I / ' � \ _L, resume within 21 days. DYKE I .. . I I '" . .r �t,;�,--,_ � 347.71 I/ , , , , - , - , . , \ , - "" --i ....... , --- , ___T___� 1�1, I r I . I , Construction Veh les: Wash down all construction vehicles and cover with � I I � , , ��, _--, , , . / ,( � � ILI) : L /`�' L , , "_-�� -,-L CV 7AG � "I P"', � AND PES ic . I,- L � �,�__�� �,��:_:..', � �L� , \ - � ..� - I : . , \ \ � \ � g. . sediment off-site. Direct . I., /,:�� / 11 . 11\ - . - I I'll, I � � � /' \ . ------ � L , . 1. -----_- � , ,'� , L �, / " I ' L I �� "I -L,-%-. � - - _0'- 347.65 &Y / �\11 _� 6 1 " �, v ��_, ;sory to prevent vehicle transport of q 1_. �, /-/-, � , . � TEMPORARY PARKING AR 15 \ - / -, � _ � , 11(�� \ ,.�, If, �_ _ - - _,:�,� -1 LL EAS /_ � / \ \ wastewater from wash down operations Ao a sediment trap., . (See Detail) � -11. .. _ %, ." �_ 50,50- I .1 . \ 11 \ I I—, I . , , 1. *_1 . 5F � I r*/ L . L k - . ., \v_�, 1Z:1 �//_-_ STABILIZED WITH 6" OF GRAVEL 3, _ -, '? I :. -, I., ` . . . . '<',,,.�q '' ,L of L - - %.- 4 . I I ,, I � I , ��, � 1, . : _ , %&' ;� I I . / . - \ . I I . I . I Ch , -,,,,.- - - .. - pa I)n\ __� . � . \ . _rQ - f 00 , ___-��r,51 . I 1� , I � . I , YZ --U&-' _" I .� I . . CONSTRUCTION STAGING NOTES . . - I TRUCK . - . t�_ qW - � ,D�-, L . _� * - �'<, i � �, . - __ .., - - / I (_�\ � L __ I IN-..------ , 4, %L I r 1. I . . . - - I � I I 1W Akr,;,� _11.% 1, ' .1 , L, %N� - - . . . _� - 7.00 . . �, � ,-- - __ __ I L I - L -j - _�,. 34 - _ `5, 1 �� I , � � � -- L _� . CIRCULATION I - 0 _�� �� I � . " 9\? 1. The applicant shall adhere to the construction mobili' ation narrative provided to the L L I . , . I 11�1 _-W - 1� .11, - I -i".7". e - 1 347.50 . I 1�1� L __ �6 @ N\ ---- I - J"&--"-%" ". I -, ow N\--- Village of Rye Brook Board of Trustees dated October 31, 2000. . . - ROUTE . 1. ,� 1. I I __ .� , 11�� I 1 347.35 - , ., I � L.,� . L I_ - � I I I --- --- � �0� - -- /if. :*35_ � :Z&L wr tten notice to the applicant, the applicant shall promptly provide a bond .in the _ '' - -� . L, I . 'Ll .� . % __ ''� 2 On i � . . - I \ ,Z-:� R�&� � � � - __ - � ,L_--1- -, , ;L-�7, I --' . I amount determined by the Village Engineer, sub ect to the acceptance by the Board - L � - ,,--, 'y _J4 7_6 7 __-- --- Ilk - . I � I "�',�-.-',, " �,��_L!;_� ��"'��% - � S .", _,�'_ - -_ . __ $ , . _ ,� .� S . I L . ,, ' � 1, 1, r, r - --- i . - , - _ - � '�'L!'_"�':_,'��",� -- 'IS' ,.� - _- (9 I I . - I , , , , _ I _ -1 �, �7L ",� �, � -.1 --- ---- - - I , , 350.00 1 ; FA 6,2 0 7.4 / c, . 1J_r ,� : I � - � . . ,,, _ . �:%.,, _/� . , I elated damage- to streets a a . .. . I LL �,, " I .,:��e _.�' 1�_ - . - - - of� Trustees, to correct any construction -Ir -1 . I - \ � '. I � I �'��'L I L , , ' ,..-- '� 8.0,RCF_ G� - . i I 1, .L . � �_ I , 0 ,�*,),� L related infrastructure which may be ded d by the Village. . . I . 1 �_ , � . I --- 7��> -1 - 34 - -Z __X3 . u � I - - -, , ,\:,� '�.,:,-_,'. L' I �. > - .,- - _____� : . I � ,�.�_��,� �__ � � �.'�:_'�' - D �� — /, . - . Shall primarily utilize King Street for construction vehicle access to the � '... . _:, L �,�:L �,:� ""..-: ''L: __� - `'. a- V - - —I �� L __ - , L , I ___� .jk� 1, �. %L.'_' - , �'.��-��L:�,�.�"L�,�' ## L L . ' �_�% '"'. - L ,A_ -_,,,_L -,*- I . 1, I - 'L , L ., , - 3 -�� 3tA 'h acc configured and maintained in . .L � 11 -%'�� jr ., , ,� , M ______ ��, _____ satisfaction of the Village Engineer. Suc L ,, . I 1 - � "---.%L �_��.' 7- '1� �� ::7� ft � _ . . . . . I L' 11.� . . - - I -1 0 - ',� a manner to prevent any staging of vehicles on King Street and to minimize traffic' . L - _____ ., - �� . , �1, , 11 , �L I z� lqw- I - L ^ 1_1�. - __ % z� � :1 I . �� �� I 10 r I � I I _1,��%�, .:..: -, - - �K_C\ I ��, / I -; I- _____14qW_ � L _7 , �_�q 61 - , � I I __�� , .L � """',, . _', I . I F s,� \., , � <�� - , . ,�,r_> disruption. I - E - 7- ;��_,, L, I 0 _� F a. Applicant shall provide a "flag L . �0_ - 7': .. , ��:,..� - SAII 2 erson" to control construction vehicle traffic thr �a� � . 1�,'�'.. tj " ocess and not merely during peak .hours, to the satisfaction of - � i<. ,)�?L' � _ -, - � . i- I . I I.. , L . I I 1__� � 6; I.. I I ._1:-, *7�� 01,1_11 '_��; _ 3 F ,- , ��., __ I " . �_ �9,:��). "'L Z , , '��__ ,,, I \ � i ��tw �, LL, .� , �, ��, , I - 68 F-,4 I ,?/F� , ,__�Ai��_��h�3v - the entire construction pr - ," L I "t��, "L ' � 7- the Village Engineer and Police Chief. The Police Chief m y N .5-69? � �': �,�,!� � L L: ],� LLL __� . . . . .. L -L _1.1IYW'1_11�11_,1-,,% .14 - S - L , -':L ' , ,�< L " � '% - % � ,�'_. -4-529 a _ , �� 11�� ____� _� __--'�-��L:�'� "I �� � , ' - I , I I=EJY,-q require the applicant to �.�:_,�, '' L, LIL 1, 1. I _ - ��, _��L � _�L:�'� ,, I " 11.� I � I " , �:��4-,,:, :,� I I I, �.!,� I 11 � _1' \ � �� .;��_�:�� , ` .. \\ , -%'.�,: L,:,L 1. L I " , - I .. utilize a police officer, at applicant's expense, if the Police iief deems it warranted. . E _-:<��::L�_;��L :,, . � L I.::.L , ��.��,-,�-,-",:-� \ ' _ . , 71 : " ki 11 C - \ '', , - � , F -IQ _L' _ L L , ' %, L I b. The King Street driveway shall be temporarily widened to provide - approximately a L L I � " I %_ *1� I.- 7 ... �,�, L' _. " - ........ � I _��_ . I , � .... L' I .L_ , _" _ _ 1 L: - _ n_� L , :��!� � - �_ I .4.4..� ''. , - , _ _�, , , . :,- �� , __�,L,:�':L ,, L-,7,%% -1 .. �, I � � :r " -1 _ , L I .. . ,� I ..'� - I I �, - - ........ �.L . ''_,7_ 1 L _< i S . - Lr. �:.�_:L:Lr M . - LL'. I 1,L � ;1 - � I 9 lj45 It, , k, 1 26-3.0 footwide pavementto -way operation during the construction period. . " \ LIC' - - I L I /1 .1 -1 I 11 - . permit two , I � .V_ , L� ,1-::._�_' < t��_ , Z� �f_� �` L I 'OL, 1, L ,.% . ..J /11�. �� 7�7_ '-'L �__ - ,�< '' " L � L � ��::� "L::" , -_' L' - ,� '71, 9) ' - -L L 11 11 -1, - . . c. The intersection f the d Kind Street shall be continually maintained to � , - %' ��:L' . �,�L 'L , __ __ . L : I . -, . � 0 . . . I " - '- * ... L, , - I ; 1. - " S ���?, 1( 34040 '�': �':� I . I �,_ k1, , L I 11 I I 1A I I . .%� , " _�, ; 1/i i , _� , L I I - I � I ; . "I t, _ L :1 1 �7 %_� .- L L 10 . L.L _. L '' I I ! ,b 'LL , ,� ''I 'L I \ I - 'LL . .- . 11 .1� , assure that it remains clear of c,onstruction debris, soil, and other materials. 11 , I I - / i N "I 7W ft ; n L ". �� L, IL I _�,.-� I . �L ) 1. :, ____� . nstruction worker vehicles as 1. I I . -,_7 � 1. I 11- - . , �� *_� .1.1 � I I.. . L &� '%- � , - 1�.)�� � - I \ , - - -.1 I,; : 0, L, -, ,,, -.1 I ,, I 1, .1�4 L . I �_ d. Applicant sh.all,provide adequate parking on-s.ite. for co , -- . , __ 7'_��' _ L_ I . I . /-L, ,- '. . R"V �� L -, �L � '1�1� - _� � . . I L/ '\I ' ; R .11 . 1p"' L : ILI , � ��� , . :�_ as staging areas for the temporary storage of delivery vehicles totally within the site. " \ _11.% ,�� , 4-, .1 ,_ �_ I . .., �� _�, I _1111 ; . I 1\� -1 , !"Iy A . 1: '.L, "I . r Z "*IN I .-Y .,.�,�LL �_ , er ,�L* S / �_���_ '' � well :�� _ . " � - - . ,rJL ' '�_, , 11 "'� ''j. ',< _..4 1 L _ - L. - - 1. .1'. L 1. . , L I -, ,�, I , " '%7 - ---. - '...'.�, , -�,6) �L' � %L I � _�...� 1, 11 L � y I 1 �;""7�_ ___ - S - . '�� L f L L:�, - t �', - L L 1. ��, - ,)<� I 11 11 ': 4. Applicant shall provide a plan satisfactor to the Vi age Engineer to control Construction L . . I - - . I _, -.--.. ', AT -'R '. ,_ ". 11 ;�'L le impacts on adjacent properties. . L I , , . 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I �:�""""""" .--. - __ - __ I I - __ . ., , 40 '1111111111, . / a/0=J 9g ` �� __ . _ � ____ , . . . . _,70 1 X-11111111--IIIIIIIIII 111�lw =��_ 11. , - _-, __ __ .�, * I , . . - - .. . � - ____ __ - , . '12� — ____��, ___ .... . . - - .�.. _ . . - ___ . � I INSTALLATION NOTES , . � � - . ....... :,---- --...-\-- ____ ___ ___ - '% - = — — — .1 , . - , - - ' - ... - ... \_ .t_� __ - I . "I, . - _ . - _ A ., --- L -I---- .-.-- �_ _L .,75.�, 1 III -FIR ,�_Z. �J27.'--�J -i I L � 7 � . _Q, -11 -1 .- _ __ ' �' I . �r5 - ,� - - ,:�� A .1 - _J ,f- P. I � �. . J_ _ ,_5, - - , - -- ---- _ ., . 111111111111- -"-- �- I _ _ _ . - .- ' L , I I I / -15"' 0i?1F16'E=J722_ /.7 -_ __ - am -M - L � .- _l - _t � -, "" � L- ..--J�-Op�340-J5 ' L ','� ... I _ " � I . . . - - � - -,\ "L, ' L - - - -=a ` ' - _ --- - , - I --- . � I �_"_ ' - L - I . . . __ ____ ___ _ .� - I .1 A - I= -. W . . . L ,�/ - LL L - . L, � ,.,§" IM -1111111111_1 11 -, 1, I ,��EL't V. . �6_ / "! i ____ . 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY ANDI STABLE. ' L I � I I , - I /I L - - - - � . , , 1. I , - ! ____ 2. MAXM SLOPE OF STOCI(PILE SHALL BE 1-2. - ' � . I I � '!7- -iiiiiiii _ , �_ � � I _ - lilt 1� _ _ _ _ -/C?C. . .- �T 2_46 A! k � _ I 77 -11111114 ft -_ " . __ ,.,_,,- ' . "L. - - "--- L - .�� ' ! ! I 1 1 . - lit -m - Z . . . --.-- .: ,. `/y'& E - .- __ - - � - ___-_ -, - - 1" -A ____ -----. - _____�L I'll _ _, - - .._ , \ .�, � - !!!! _!7. _- "_ I I , MET � . _,_. . �, .� ,_ , - , I , . -1 -,-,- -_ - ___ -"--. .- _ _. - , , , 0I �, , _.__ _._.. ____, __ ------ L,___ ____ _ � , _,�_', - I— I * - _ - -1 _. ,,� , -, 4, , 4 " UK . � � . PWS � .,4:._:_-_ ___ __ " '_ - '---''-,-- ____, _ � �_� " _ ------ -- -1 ,.,. " L, 1, - -.----. __ - __ ,- - , : . I - _.__ I __ -.-- ---- . - - _. . ___ . . - in . - ___ . _ -- _ . --...-- __ ___ - ,F6� ---- , ' _'. " I , I-, I "R& _____ TE y --- 3. UPON COWUTION OF SOIL STOCKPILING, EACH PILE SHALL BE SWROUNDED . / I _�Z'' \ - � I - ---. � - - _ � , - 1-3,�4. - . N11,_ . .. _... " - 11 - __ :_--- ___�� � I I . FILTER FASWC I - - — __ , , I : , I * I I 1� - . _. _ ____ ____ _ � LL " . ". I I , JJ3. 9 ____ . . I L I - . ____ ... �____ I .1 " . I \ I,\ , �� , �_ . -, _ I 1- � - - - ----- - _ ' """, �__, 7,54.- ; 1 . W ____ L WITH EITHER SILT FENCING OR STRAWBALES, THENSTABILIZED AS NOTED. �� — — - . .. -----: ,� 56 ' ___11 ___ - - , PM�It TER- F EWE- , 4. TEWbRARILY STARLIZE AS NOTED IN SPECIFICATIONS L SEffe a .- � " , - __ - __ t - -0., . - - \ -1 1. I .- __ - ---------- - )'�, - b -', 5 � �7 1� � P ! - . � __� I I � I I . — I I . I .. ---�- " � � I ,� _,/ 11 � - -, - ` - L I \ �L I 11 - - �� M _ .1 _!�� _ - .� 'I- � � FLOW 0 - - D -' --_b __ 6--- — L � 6- I \ , 11 :�, - _ _, 0 - - __ __ �ji� �� W7, / . , I . . , . ,. ., �, -____ � - � - -E-N1 ,� _,_. .. ft7 - I L . 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I � I � � , . . . . i 'L . - r�l ��_ __ - _ �____ --f ._T,5___ 1 _--' . --' - , - -/�= 2 / , 1_;' . , -----r _ ;L, - - _ __ - --- - - - - 1,7� _-, - a4WILL SEE 9&V A � � . . - - __ __1. . _ 1, \� . , � - I- __ � - __ - --- .__ ____ __ _� / -, I _ ___J___`31 . __ ... . � - �_'_ ____ .,__ - _ - __ - - __ - -,-- .-- --- --- __ ------ L---- L 11 ."�, ,.- \ - ----- __ - ____ . � . I I I _ � ) 7�, . __ - . ...... _ _* _ _"___ - _ .--- __�_ ----. __ --- _ _ --- __ __ ,. ",_ , _ / , -_ I L I - MUM am � - __� _ ___ � __ . __ , -..-- _ __ _ __ _ __ __ ---. __ _ __ __ . ", ., L , L, -, - - - I B ___ .� .- _ --- --- -, --- --- - , I ' __ I _ ,- _,:�, - - ____ __ - 1�_72_�_;2_? 11. . J I - _1/4 - __ _ _ --- ' :��� - � I I _ 3 ::� --- � , I I - - -�,-- --�:.-__ - -- * __ __ __:. � I A I __ .- " 'I, , -, . / _�� ___ .- I mpffR . \ / I - -----... .. , ... . .- 11 __ �j�z� __��_ _ - .__ ___ __ . - __ ___ - __ _ _ __ __` 'I, I -, . __ __ _"�_ - - __ . . . I I . 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I I .1 . . . L . P�OSM I , AWW 7W OM I . - . L . I . — - - - — - _____... -'L .'�' . I . , : jjo=,%S�M 'At A' S - . 1W ;WSK 7W.PO . I I 11 I .L L . I . 'FENCE � I I I - . I - �__ - - — - . — . . — '. . — . . L- . - . : 11XL OF I , SIL TLL . L . , Amy "W z W&Ift W nm. . L I . L I � ".%, ,\.. I . / . / / .. . INUL I I . I DOE 7W Tw . . L . . — . . , ... L 20* - 1 2 111MIM � IM, WM ME, *M::IiI:fflFW4AT.MY - . . I NYT . . L I I . — . . — . L� L -_Mw W-. Nim . I . I . , . L JOINIAIG. SECTIONS OF L . � I . � I . . . . I I I . . _ . _ . . _ � . I ----... I L . I . �, L .1 L . . . � FENCING 182 . I . � I L I - . . . . L . , . — . . — . . . . I . . 4; = ME . - . , . . — gTO W FAW MM 7W t00M�Wlft OF ME 7116ft . L , - � . _.. _� = � � . I - . . L R&" TAW VE M ' I . . . . . . YT � � I . . I L I . L I . . � - I . L - . . � . . . � . L I 11 I . 1.11 I � � . I . GATE I I A2/7 . - .. � I . I L I& IM, SMUM AS W" PM I L L . - I . . 1153, 1 . . ND -S �tl 1 S- C-_ t (z-,> 7 - . I � - I . - I . I I I . 11 L - . . I I . L L I NYT L- L I ��;10 � , , , , L ' . . L L L 1) I L - . & � I KY.& vicam , . L � I � � I I L - I . - ND HA . L .1 . L I 1. � - L WA StAK UWML'jKU1:W LljX� *_'ibjV1�'_8J, . . . . . BAGS A YB�LE ---- - EXISTING I I L . - L I : . � L L' .1 L � I . . L ___ C7 r-AIZ , .11 I I . �, .1 - i� 'L . .1 � . . 1 784 . . � I � , I I .1 I I I L I . � � I : L . . : - - '' . .. , � 'L, I % . I I I , . I � . L 1. I . I I L . .I I r . _/ . . LL . L 1. L L L L - :, ., � . , , . - , .. , . . ... I I L I I I . . . . , . I � . T : - I I I I :__ I L I I - � . I ... . DWALL I . I I : I L 11 , , I . L I L I . I I I L . . - � ' I . . I I L, .1 I I I . I . . I I L I . . - I L I N� r_1 . .. . . . . . I I I . � 1� L I . I I L. L I . . I - I � JIM" HIGH BY 36. � I L ;�, _ . — M ^ A'r A M1 r- MM A lk I I- - . . . .. I . . �� � � . �� TOP . I - 11 . � I � I I . . a , . . �. � 1. I � II I , ; - . I—— I .� . - .1 � . . I I . � . �. SIGN �. � � - M - '=N� = aw nw� M = mmmmm� " -' - - '11 -M M a I I I I � . � . I I I I I I . 11 I I - . . . . . I I I I - . I I � � . I 1. I � . . I I . � I I � . � I . 1: I . I I - 11 I I I I . 1. � . I � I . - I - � I , I I � I - I I I NOTIE� .Drawings S-;-1,, S-2, S -3j LA -1, A-1, and EC -1 represent the amended Site Plan Approval I � I . I - . documents. . - I - I I .1 .1 . I . . . . I � . � . I � I � ., I I I � . I . I � . I . I I � . I Approved by Resolution .dated November 28: 2000 'of AM Eoard. of Trustees of the Villa'.9e. of,�Rye I I � I 11 I 11 - Brook.,. s6bji , & to, all � re.quie . I a . % -1 I . � � 11 I. I , I . � . ements .an conditions of sold Resolution� Except as pro-vided in said I- . - I 1. 11 r-esolbti6n,- all th p I pl, . I I tio .s of the a . a . I re o,lution � for ' I 'Bell I efdir" adopted by the I � . � * cable .condi , n , I � � . I I . I - pprOv S � .. . , 1.� .1. - - , ,� . Ploard,7 of Trustee's .of -the Village of .,Rye Brook , Ja '' 271 1998. shall remain. in u . . � � . I 11 I I on. , nuary . . f 11 fo,orce and, . I � .. � h : - . . .� � I I � effect, and the applicant and its successors and.. assignors .s all'be required to compl with. tsamer. . . � I . I I . . I . 1. - - I I . I I .y ''. � � I I I . � � I I . � . . I I . � � q . I . � � � . I � I . I I - � . . � � I . I I I I . � , 1, I .. � . I . I . � 11. I I � . � I I I � . I . . .1 I I I I 11 . . I 11 � .1 I I I � I I- � . . I . � - � � .1 . I . I . � I I � I . . I . I - 1. . . �� I I : I �, I I I - I - . Francis L.. Filipowskill Mayoi , 1. . . Date I . I � . I . I I _! L � - : I I ----.. I � I I � � . 1. - . . . .. .� I � � . I- .. :1, I � � � I . i . I � , . l, � 11 . I , � I � � - I .11 . - . - I It I PLOTTED BY: rwi I I . . I . . I * I . I I . . - . I . I . . I __ . . I � - I I � � � I .. 11 � I I . I � � . . - I 4,27:135 PN4G:\.C.ADD\524 Do!�R_ye Brook\524 CED70 .erosiol'l - SWO.PLT . - � . I I � . . . . . . I . ... - � I � . � I I � � � - I . - . . - I . . . I . I I � . � . � . . . - . . . . . � I ; I � I . . I . . I � 1, I �. :_ w � M - mmmm� M M wmmm� = M mmmmm� = M wmmmn� = = OMME60inimm I I . � I - � � I I I - I M = MOM I M� M M . . . . I I . I . . - � I . . . . . I � . . I 11 . . I . - � � I . I . - �. I . . . . - I . � � . I � � I . I I I . I � � I I I I NOTE: I I � I � 0 16 30 60 1 - � . BASE .SURVEY, TOPOGRAPHIC, LAYOUT, GRADING . I � I I I . - . . I I I & UTILITY INFORMATION TAKEN FROM I I � . Z . . - DRAWINGS FOR "CHANCELLOR PARK at RYE BROOK (10/12/98) 1 1 � I I . . - . I I . . � I � . � I - � . . I I PREPARED BY DOLPH ROTFELD ENGINEERING, P.C. � . I I � . . I I I I I . . I . . I . . I . � � . I . I . � . . I � . . I I . � , . . � , I * I I I � . . . - . I I I � � � I I I . I I . I � STO NEGATE 1111" Flow 1b 1613:181:1 IS . I - I Vifflaffe of Rye Brook New York C�p I . � � I . . . � � . . I , � . I Forest City Daly Housmig � 1775 Broadway, Suite 701 . � . I I New York, NY 10019 1 1 1 � I I . . . . . . � . � . . I I . __ I .1 � I - I I . . 11 � . � . I � � I � __ . I � � I I I � .1 � Dp,/NEY + TuNG + SCHWALBE I I I J Divney Tung Schwalbe, LLP Planning One North Broadway Engineering White Plains, NY 10601 Landscape Architecture, 914 428 0010 Environmental Services * 914 428 0017 FAX Project Management � . I I I � . . . THE MARTIN AR-0-11TECTU I RAL GROUP , 240 North 22nd Street I ' Philadelphia, Pennsylvania .19103 1 1 1 � I JOHN P. SLAKER DESIGN GROUP I 1 339 Route 100 Somers, New York 10589 1 . . . . . I I � . . I I - . I . . I . - I . . . I � . I I I . I . LEGEhI . I � . . I I = = = M SILT FENCE . � I I TEMPORARY -PIPING . — < ----;- TEMPORARY DIVERSION I SWALE/DITCH � � - I . I , -do vs� 4111Z� — TEMPORARY DIVERSION BERM I - _, I " I%— <— TRUCK CIRCULATION ROUTE . -M N q6 . � a .INLET PROTECTION WITH SILT fter FENCE/HAY BALES (TYP.) . I 1# /# I I N N HAY BALE CHE KS,. I � 4V ': - I I I F -1 � : . i - �, � � � � , � .:" , I STA131LIZED PARKING AREA . r,��-�-,�-,-=,_� '"' ,D_77. 7 . :,�� ,;,` ,:,�7_ " Z.L. ���', i� '_,��, I i � WOOD CHIPS ,�, i , , 4.:2::LL, �_;I, _1�11 . I � .-,7�',7��,,,,.':�.,-,.,-�77:1,7��'�,'�,,�-e.,,,7, � '", 1`111 `� " " ""', """"' GRAVEL . 1, 1� � I I .�---�,�,,�--�Ill""-��,�,,�-.11,1�-"-,--,"', ` 11 . �_ _,_,_� " _,_,_ . I . . I . . . * I IT IS A VIOLATION OF ARTICLE 130 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY WITHOUT THE EXPRESS WRITTEN VERIFICATION OR ADOPTION . BY -A NEW YORK STATE LICENSED LAND SURVEYOR OR ENGINEER IN ACCORDANCE WITH SECTION 7209 (2), ARTICLE 130,NEW YORK STATE EDUCATION LAW. I � - � . REVISIONS NO. DATE ISSUE . � . . — — 10/31/00 APPLICATION FOR MINOR SITE PLAN AMENDMENT I — � 01/04/01 AMENDED SITE PLAN FOR SIGNATURE . �; � I I 1 03/01/01 AMENDED SITE PLAN FOR SIGNATURE i 1 08/31/01 ISSUED FOR REVIEW 02/15/02 ISSUED FOR BID I I I � I � . ' I 1 04/20/02 RtVISED PER SITE IN PECTION I . . . . I , 05/15/02 CONSTRUCTION ISSUE � , . � I � . I . 1 I . I - . � 1 09/27/02 TOWN, COMMENTS � . I I . . � 1 GEEAL EVISIONS I . . . I � I � I I . . I I I :1 I � , - I . . . � � . . � , . - 06/05/03 ISSUED FOR . SITEPLAN AMENDMENT � I , I I . . 11 . I . - - . I� .1 I .. I . , : . . , . . � i � . . . I I . .. @Divney Tunig Schwalbe,LLP.2003 � CONSTRU 0 ' - I - - - %-J-LJL ., . I � . .. . I . . - I . � - . .� . STAGING./ I . � I I 1. � 11 11 .1 I E I ROSION. & SEP IM,E N*T . I 11 I . CON"IrB.-OL PLAN, - i I - . . J I . � � I . � I - .� - . . � . .1 - li), 10�_ - . . ". 1.- ;_, z- 11 - S �oaE Fc¢ Wo Lvs� PEWS A>i� GaPS To -r,/,g 4 NEw `roar. LJ HT BE PJRCHnSED FROr} BE�Por.TJ STo�E, GA(� 2T"4es, t' FIXT u¢E i�NONE 911}•• (a!o!e• 6a}oa1. - Go>71-AuT EiEtJ>1-(. - l�REE.1 BRow.1 Go�oR. ., - ' NtiTa" -EFT "T PIE ' 3&it 24'x24' pIER- [l�•�'(7 �Ew Y.r r14 T mss, S' '. vdtri STONE Cpf �. C OL • ,7:.>- nom: '�� �` 2,111 HT. F•E,IcE �I (v f.; �. _ StopL moi_ A4 V Y 2k F Jam CaP r-!bar � "M�•4ID0" r i I '� i'P M ---'l •. :�. E� _ SGrvC nN vG 1111' 11101 1111 11 CUR -roil...a .-7 EEL. 4(,. 0 T`•V . - •S[ -.i :::::G, + _ . •� �7d.; ' �t .,s!' ® L14N'j -r'^-'� •: µ 1' ` �KtS tFl S O�E WALL 1 :�1, 1 .. •, �^r.'` .,.. ._. _.. _ _,... :... � '-y 1 F. Ett- 3l0 I Y` 1 .l� 4 i i AS PER- ,,LM ��.� F LI kl I Z t " /1 N PEacCjlfaE�Rs TJRs*wtJy �10R - ,tt 0�L t Entrance-P-ner Detail Not to scale Entrance Pier Lwout Not to scaleNot to scale Parking Lot Step Detail '/- ]Jll]1J 1 ♦lYv 1 1\l Y lJ 1 111%L\.ifJ 1 V 1\L:tLYl(]LlY I Overall Site Construction Specifications and Notes: 1.Refer to Site Construction Plans prepared by Divney Tung Scwalbe and Architectural Drawings prepared by Martin Architectural Group for additional information and specifications. 2. Landscape contractor to provide 8" minimum depth of screened topsoi in all planting beds. Topsoil to be 1/2" screened soil with proper amendities and PH in order to support proper plant growth. 3. Landscape contractor shall protect from damage all existing pavements, utilities, structures, etc. and shall repair or replace any such damage at no cost to the owner. 4. Landscape contractor is responsible for paving to be pitched to ensure proper drainage into drain inlets. 5. Landscape contractor to inform proper authorities before any planting excavation to ensure all utilities have been identified and locations marked. 6. Landscape contractor to coordinate with other contractors so that no conflicts occur with any other on going construction activities. 7. Report any grading discrepancies to the owner or landscape architect as soon as possible. i 8. The landscape contractor shall warrant all plant material to be alive and growing for one year following acceptance of the work by the architect and owner. The landscape contractor shall maintain, water, prune, etc. all material during the period of installation. Following acceptance of work by the architect and owner, the landscape contractor shall from time to time visit the site and inspect the quality of maintenance provided by the owner. If in his opinion the owner is providing inadequate- maintenance, he shall notify the owner and architect in writing of the conditions requiring attention. If the owner does not correct the situation to the satisfaction of the landscape contractor, the landscape contractor shall be relived of warrant responsibilities for those specific plants and conditions. If the landscape contractor does not from time to time inspect the owner's maintenance, he shall not subsequently be allowed to claim that plant failure is the result of the owners procedures. 9. All plant materials used shall be true to name and size in conformity with the American Standard of Nursery Stock and shall be typical of the species or variety. All plants shall have normal, well-developed branches and vigorous root systems. They shall be sound, healthy, vigorous, and free from disfiguring knots, abrasions of the bark, sunscald injuries, plant diseases, insect eggs, borers, and all other form of infections. All plants shall be nursery grown. 10. Quantities shown on contract drawings take precedence over plant list materials list 11. All plant material shall conform to or exceed the standards of the American Association of Nurserymen and to the "Plant List Size" or shall be rejected by the Landscape Architect or owner. 12. No substitutions for plant material type or size will be allowed and will be rejected unless the Landscape Architect is contacted and accepts alternate. 13. Contractor to provide all planting beds with three (3) inches (MINIMUM) of premium dark brown triple ground mulch Provide Landscape Architect sample of mulch prior to purchase / installation for approval 14. Landscape contractor shall inspect planting pits and determine whether they will support plant growth. If the landscape contractor determines that the soil is inadequate or ledge rock is found he shall notify the Landscape Architect prior to proceeding with plant installation. The Landscape Architect and owner sh.tii decide upon remedial measures, if required. 15. Landscape contractor to locate plants and trees by scaling off plans unless otherwise dimensioned. 16, Landscape contractor to coordinate ,with owner's representative and the sub - contractors to prevent conflicts with ongoing construction activities. 17. Landscape contractor shall be responsible for the advance notification of the appropriate electrical or mechanical trades to schedule the simultaneous installation of tree planting with light installation and irrigation prior to plant installation. 18. All shrubs and groundcover masses shown on the plan shall be planted with staggered spacing unless noted otherwise. 19. Landscape contractor is to remove. tree stakes and remove all dead wood on trees and shrubs one year after provisional acceptance. 20. Report any discrepancies in the planting plan to the landscape architect, prior to starting construction, 21. Contractor responsible for sita irrigation. 22. All disturbed areas and lawn amus .a;re to be seeded with "Landscape seed Mix" as per manufacturers recommended rate. 40 % Repeil Pei en ±i :i yeprass 30 fid, Perennial Ryeai•ass 20 % Creeping Rea I a-c.ue 10% Kentucky Blueaf7ss StaWize with shreddod Bait hay. 23. Contractor to coordinate with the Site Cana, action Manager and Site Construction Drawings as to the locations of the underground utilities prior to digging planting pits, trenching, etc. 24. Proposed trees adjacent to parking spaces shall be planted in line with the painted parking stripe. If atthe time of planting, the parking stalls are not painted, it is the respesibilir< of the Landscape Contractor to measure and layoutthe parking stripes and plantthe trees inline with painted stripe. if the Lanscape Contractor fails to install the trees in the correct location, at his cost, he shall be required to transplant them in the proper location. Refer to the latest Layout Plan prepared by Divney, Tung & Schwalbe for striping layout and dimentions. 25. Daffodil bulbs to be planted in groups oll 5 between daylilies in front of the proposed buiding. Tom KEY QTY COMMON / BOTANICAL NAME SIZE MAP 14 OCTOBER GLORY RED MAPLE 3-3.5" CAL. 75 ACER RUBRUM "OCT. GLORY' HEAVY/ FULL HEAD OAK 7 RED OAK 3 - 3.5" CAL. VIBURNUM PLIC. TOMENTOSUM'SHASTA' QUERCUS RUBRA HEAVY/ FULL HEAD PEAR 27 ARISTOCRAT PEAR 3-3 %" CAL. 4-0" G.C. PYRUS CALLERYANA'ARISTOCRAT HEAVY/ FULL MEAD LiND 22 GREENSPIRE LINDEN 3-3 1/2"CAL. U TILIA CORDATA'GREENSPIRE' HEAVY/ FULL HEAD HORN 8 EUROPEAN HORNBEAM 3-3 1/2"CAL. �d CARPINUS BETULAS HEAVY/ FULL HEAD DOG 13 PINK FLOWERING DOGWOOD 8'-1UHT. 220 CORNUS FLORIDA'RUBRA HEAVY/ FULL HEAD CRAB 21 DONALD WYMANN CRAB APPLE 2 %" - 3" cAL. ITEA VIRGINICA'HENRY'S GARNET MALUS x DONALD WYMAN HEAVY{ FULL HEAD WC 12 WEEPING CHERRY 3-3 %2"CAL. 5 GAL. PRUNUS SUBHIRTELLA PENDULA HEAVY/ FULL HEAD WILL 5 WEEPING WILLOW 2 �/2"-3" CAL. SALIX ALBA'TRISTIS' HEAVY/ FULL HEAD NOR -1 11 NORWAY SPRUCE 6-T HT. 4'-0"O.C. PICEA ABIES NOR -2 28 NORWAY SPRUCE f 7 - 8' HT. AWS PICEA ABIES ANTHONY WATERER SPIREA NOR -3 5 NORWAY SPRUCE 10-11' HT. PiCEA ABIES COL#1 52 COLORADO BLUE SPRUCE 7 - V HT. ROSEM ELEGANS RHODODENDRON PICEA PUNGENS'GLAUCN 5'-0" O.C. COL#2 4 COLORADO BLUE SPRUCE 11 -12' HT. PICEA PUNGENS'GLAUCA Heavy Specimenn COL#3 2 COLORADO BLUE SPRUCE 14 -16' HT. 51-0110.0. PICEA PUNGENS'GLAUCA Heavy Specimenn PS -1 15 WHITE PINE 7-8' HT. SIB PINUS STROBUS SIBERIAN CYPESS PS -2 22 WHITE PINE 8 -10' HT. W PINUS STROBUS KEY QTY COMMON / BOTANICAL NAME SIZE SPACING VIB 75 SHASTA DOUBLEFILE VIBURNUM 3-4'HT. 5'-0" O.C. VIBURNUM PLIC. TOMENTOSUM'SHASTA' BURN 108 DWARF BURNING BUSH 24-30" HT. 4-0" G.C. O EUONYMUS ALATUS COMPACTA tO U BOX 165 WINTERGREEN KOREAN BOXWOOD 24 - 30" HT. 30" O.C. �d OMO MO N BUXUS KOREANANAWNTERGREEN' O O N ai y N 0 CT ITEA 220 HENRYS GARNET SWEETSPIRE 3 GAL. T-0" O.C. Cd s~ ITEA VIRGINICA'HENRY'S GARNET � � M RED 55 VARIGATED REDTWIG DOGWOOD 5 GAL. 5'- 0" O.C. A CORNUS ALBA'ELENGATISSIMN PEN 130 FOUNTAIN GRASS 2GAL. 4'-0"O.C. PENNISETUM ALOUPECROIDES Z o AWS 143 ANTHONY WATERER SPIREA 3 GAL. 36" O.C. ta{ SPIREA X BUMALDA "A. WATERER" M RHO#1 130 ROSEM ELEGANS RHODODENDRON 36-42" HT. 5'-0" O.C. � RHODODENDRON"ROSEM ELEGANS" ITJ RHO#2 71 NOVA ZEMBLA RHODODENDRON 36-42" HT. 51-0110.0. 1 of 3 RHODODENDRON "NOVAZEMBLA" W SIB 138 SIBERIAN CYPESS 2 GAL. 42" O.C. W MICROBIOTA DECUSSATA BPH 35 BLUE PRINCESS HOLLY 3-3'/z HT. ILEX X MES. "BLUE PRINCESS" Heavy/Full HOL#1 6 DR. KASOB HOLLY 8 -10' HT. ILEX X'DR. KASOB' FULL SPECIMEN HOL#2 2 DR. KASOB HOLLY 12-14' HT. ILEX X'DR. KASOB' FULL SPECIMEN FOR 300 LYNWOOD BORDER FORSYTHIA 3-4' HT. FORSYTHIA INTERMEDIA'LYNWOOD' AZ 44 HINO CRIMSON AZALEA 18-24" HT. AZALEA'HINO CRIMSON DAY 880 STELLA -DE -ORO DAYLILIES 1 GAL. 18" O.C. 14EMEROCALLIS "STELLA DE ORO" DAF 3000 KING ALFRED DAFFODILS BULB Groups of5 NARCISSUSS'KING ALFRED' Top size between daylilies MISC 74 MAIDEN GRASS 5GAL. MISCANTHUS SIN. GRACILLIMUS. BI 240 BLUEFLAG IRIS 1 PINT 24" OC YI 220 YELLOWFLAG IRIS 1 PINT 24" OC VIN 40 BOWLES VINCA Flats of 12 10" OC FLATS VINCA MINOR 'BOULES' 4" pots per flat No substitutions unless approved by John SlakerDesign Group, (914) 277- 5033. a t 41!) •--f I o A l n ca O tO U r.y M N ,a r �d OMO MO N O O N ai y N 0 CT 0 Cd s~ � � M Cd W � w O A Coll W co h to W) 0 0 0 0 0;,0 � acl,a Z o H r W W za'� ta{ M E-1 � 0 ITJ U � DRAWING NO. : (o0 1 of 3 W W H a 41!) •--f I A l n ca z tO w r.y C7 ami r OMO MO N O O N ai y N 0 CT 0 Cd s~ 0 PWA Cd �1 Q A Coll W co h to W) 0 0 0 0 0;,0 � Z o r 11 za'� I A l n ca z tO w r.y C7 OMO MO N O O N ai y N 0 CT 0 Cd s~ C) Cd �1 ca z tO C:• N ONO M r.y C7 OMO MO N O O N ai y N 0 CT Cd s~ A Coll W co h to W) 0 0 0 0 0;,0 � 11 za'� ITJ DRAWING NO. : L 1 of 3 M D Proposed concrete paver terrace Herringbone pattern. Refer to dote # and detail. 6.4 N °p h CI � ,47 - Line --LAS ; Proposed 4' wide Ri2,5 concrete paver walk. Refer to detail. g Refer to Site Plans prepared d�1 by Divney,Tung & Schwalbe to coordinate any work 14.0beyond freestanding wall.rj (Re.: layout, walkway, utilities, grading, etc.) Limit of concrete paver walls. Proposed freestanding wall and gate, refer to plans prepared by Martin Architectural Group. a + o - a® u? Proposed Iron Water ° Fountain set on concrete slab. 17.5' R Refer to Note #. R17.5 Proposed planting bed. Provide 8" nun. topsoil. 13.0 5' R -C-carter hine..__ RS.0 17.0 40.0 13.0 Proposed 6" ht. cobblestone curb set in concrete with cone. joints. Layout Plan 4.0 :er walk wit� Arline �ot-iiiou�' 4,0 Proposed columns & trellis attached to building. ---7.5 Refer to Arehiteeturais for additional information. 1 L- 4.0 17.5' R 6.0 4.0 W N ® Fin. Floor +348.0 o +347$7 .5Z 347.5+ +347.5 34AO + 1® 3 8.0+ Drain Inlet DI i +347.5 +347.5 Fin. Floor Rina 347,0 348.4 + 348.0 Inv. 344.0 347.5+ �., , ,.-'" + 34 • .I5 ® 3 8.0+ "1P 347.5 + +347.0 +347.0 347.38+ ® --- �di 347.3 Drain Inlet Drain Inlet C Rim 346.7 TC 347.23 Rim 346.7 _ Fin. Floor { F 348.€1 +r Inv. 343.3 + BC 346.9 Inv. 343.52 348.0 + Proposed columns & trellis }' + 347.5 + 347.5 + 347.3 + 347.0 2.5 % ,ffi 2'' ��° + 347.0 347.38 + 347.5 + attached to building.. ' f Refer to Architecturais +347.5 �4e for additional information. +347.5 + 347.5 C''i' 4�' 12" PVC Pipe TC 346.93 11 LF @ 2.0% Refer to Site Plans prepared 347.3 0 �� by Divney,Tung & Schwalbe +347.0 to coordinate any work 2.0 % 347 r�i +347.0 347.38+ '12"' PVC Pipe be and freest i wall. + 347.5--�--0- - 347.5 + e.: layout, walkway, 347.25 7. 3 8.0 + utilities, grading, etc.) + _ Drain Inlet A 2d, Fin. Floor Rita 347.1 °348.0 + 348,0 +347.5 Inv. 342.5 + 347.5 347.5 +347.5 347.5 +347.5 347.5 + + •5 11 +347.5 +347.5 ® 318.0+ a Fin. Floor 348.0+ o jj j 347.5 +El TEP F___ IF o® 1 l tiraffing & Utilities Plan P J < d d so M 11 1 1 - F IFIOL Proposed trellis by cth4 NEL OL Refer to architectur additions) information. 19 HYD Cont actor to attach a _ roses to trellis. � � x a �: J``' ��� x R ``' R ° ° 7 ARB Q �::I L"J G x �4F 41^i�' YFIt•.i• IZ ROSE° .•;!.9., '.':��:i✓r Refer to Site Pians prepared by Divney,Tung & Schwalbe to coordinate any work beyond freestanding wall. (Re.-: layout, walkway, utilities, grading, etc.) NEL 12 HYD HOL HO - x ° x a X o 7 BOX 4•i� ♦iProposed columns & trellis attached I building. � r i i. 1 �Refer to Architecturals for additional information. �.r� f+�1�1�1 �.�1 MVS. �.•1�-+.•rr � +iii. +Oily ♦ ♦ ♦. i r.• t' • �. rr-r •i iii+Oa•� 1 ! rti :•' f • �� � BOX r��♦,•rte♦ r 4 { r r���f . NO, E., G�l;� o•.*..+•.o.• Cr.V aOi ."i4"i0•' �•ii+i+i'r'iii%. _ i ri r♦a+-pOr:•iw•iO•iii`. y Fl i i .< i,11 •�20. ,7� �'!S". --at �.`"' �...� 1 . •*i•Or�r•O�iia:4fi+i'Oi•�4 y�i ri+�%i'i+i w4'e^ 4'�tr�r*O. } pr ♦ 1 �..:.a fir+i+.•-i+�i. � • O.i• i♦I.ri +•i Q2c R+i-a �..i f V , \� I � �/ � ♦...+.. "�� •ii4•i•%ii4r+r%iO'+i+ii�! _ iwii"%i•i i *O•�` � � ��*'1 i+iii n �1 \ ``� .� �i i ip i � •ii+i•Oi.O •i4 *• OOO•id ' •+.•..�•.♦D.r.� � ii.•.O+d3 p �` i b P♦O •�+iOrO< - 4�0"t�•.`a•04'�+i+�•O+i�d w'�w t. r` :� � � �'♦'w t� t ��O ��.0•i4�'J.i�diO' © . tih ^ � r�j) L*i�'i^e'+i°r*,i•`� i Di • •i 3 ` 04' . P .,*..,rs-w . .;.�:•." � R,��, ��,��.�__..._...._........,�.._....__..-_--......, ......__......._..__�.._.�...r _ _ _,� Landscape Plan b Plant List Dinning PROPOSED CONCRETE WALK AS PER Ike PLANS BY DIVNEY TUNG SCHWABLE Common & Botanical Name OR PLANTING AREA WITH PLASTIC PEAR EDGING, REFER TO NOTE BELOW, Aristocrat Pear CONCRETE INTERLOCKING PAVERS MANUFACTURED BY Pyrus Calleryana'Aristocraf HANOVER ARCHITECTURAL PRODUCTS. NEL REFER TO NOTE # 2, d I " MAXIMUM SHARP SAND LEVELING �, ; Y, ,:,; .•,K : ,.: , .,�:1:,•a> :; :.., '. •F n.. �`:Yy..✓'4:.!i(•,ixM1. :;" •. BED FOR PAVERS WITH A GEO- ,t .. o "• d�. ' a^ oo 0 o o Q° oo a o an TEXTILE FABRIC ATOP GRAVEL o�o a o of o2 o�o o� o 0 0 0 '0" 0,0R a 1 °n °n„°ry °n.,°nom nP,°n.,°n�°�.,°n�°nP n , n„ n., n., n., r 6" SUBBASE OF CLASS 5 GRAVEL i I THOUGHOUGHLY COMPACTED. I COMPACTED SUBGRADE Note: Flexible plastic edging to be installed along edge of pavers and to be installed as per manufactures requirements. 86 Concrete Paver Detafl,,_ N.T.S. Plant List Dinning Court and N Stone ate at Bellefair _ Ike Common & Botanical Name Size PEAR 9 Aristocrat Pear 3 i/2 - 4" Cal. ca Pyrus Calleryana'Aristocraf Full ! heavy NEL 2 Nellie Stevens Holly 8 - 9' Ht. M Ilex Aquipernyi'Nellie Stevens' Full / Heavy RHO 18 Nova Zembia Rhododendron 36 - 42" Ht. Rhododendron 'Nova Zennbla' Full / Heavy BOX 86 Wintergreen Boxwood 18 - 24" Ht. Buxus Koreana'Wintergreen' � ARB 7 Pyramidal Arborvitae 8 - 9' Ht. a Thuja Occidentalis 'Pyramidals' Heavy / Full HOL 4 Blue Princess Holly 30 - 36" Ht. � Q Ilex Meserveae 'Blue Princess' Full / round R 6 New Davm Climbing Rose 3 Gal. Rosa New Dawn' HYD 53 Variegated Hydrangea 5 Gal. w Hydrangea Macrophylla'Mariesii Variegate' ROSE 50 Carefree Wonder Rose 3 Gal. Rosa Meipitac'Carefree Wonder' AST 70 Rhineland Astilbe 2 Gal. Astilbe'Rhineland' KIM .105 Kim's Knee High Echinacea" 2 Gal. Echinacea'Kiin's Knee High' No substitutions unless approved by John Slaker Design Group. 914-277-5033 Dinning Courtyard l ifications and Notes: 1.Contractor to Refer to Site Construction Plans prepared by Divney Tung Scwalbe and Building Architectural Drawings prepared by Martin Architectural Group for additional information and specifications. 2. Proposed Dining Courtyard hardscape to be concrete pavers manufactured by Hanover Architectural Products, Phone #717-637-0500 sales representative Bob Gardener, Concrete Pavers Pattern: soliger course band of one single row along all edges (8" width) , and herringbone pattern within at a 45 degree angle. Contractor to provide sample pavers on site for Landscape Architect and Owner to decide color. (Owner to have option to change pattern & color.) No substitutions. Pavers to be edged with flexible plastic edging and to be installed as per manufactures specifications and -requirements. 3. Contractor to supply and install a of minimum 8" (eight inches) depth of screened topsoi I in entire Dining Courtyard area. Soil to be Y/" screened topsoil with proper amendities and PH to support plant growth. Any unsultible topsoil shall be rejected by the owners representative or Landscape Architect and shall be removed and replaced at the sole cost of the contractor. 4. Proposed Iron Water Fountain and iron Basin to be manufactured by Robinson Iron - Phone#'1-800-824 2157 Fax# 1-'256-329-8960. Fountain Style: Roman Fluted Magnus. Basin Style: 5'-3" Egg and Dart Basin. Color: Verde Green. Contractor responsible for ordering, purchase, delivery, installation and coordination with electrician for wiring, Contractor to provide wiring and install as per manufacturers instructions. No Substitutions for fountain manufacture. 5. Proposed Fountain and Basin to be placed on a level concete slab as follows; Fountain to be placed on a 8" minimum x V-0" Diameter concrete slab with #8 re -bar, 12" o.c. both ways. Concrete to be placed on 8",minimum compacted crushed stone. Crushed stone to be placed on thouroughiy compacted subgrade. Contractor to insure concrete slab to be level in order for fountain to work properly and to provide mechanicals conections as per manufactureres specifications. 6. Interior courtyard landscape lighting is to be manufactured by Kim Lighting Company. Phone 1-(818)-968-5666 Courtyard Uplighting: Accent light model # EL235LBGR 50 W Verde green in color Provide two uplights for each Pear Tree, Nellie Stevens Hollies and Colorado Spruce. 28 lights total for Dining Courtyard. 7. Contractor responsible for irrigation for landscaping. , 8. Contractor is responsible for courtyard paving to be pitched to ensure proper drainage into yard drain inlets. 9. Landscape contractor shall be responsible for the advance notification of the appropriate electrical or mechanical trades to schedule the simultaneous installation of tree planting with light installation and irrigation prior to plant installation. 9 0.' Refer to General Construction Specifications and Notes on Drawing #1 for additional requirements. V � Z o C-1 © 0 , c\i OVAQ 0 p " 09 9 12 In = A '� o o 0 o rA ' n •vs 'Fn C) 5 ii a H U W 4t � tit 14: DRAWING NO. : L. 2 - 2 -of 3 a W rw z Y PWAi 04 N ^ ca o > �v M 03 t'Li � cti � � N 04 ,~ a H w � Q U � d w a a� w F~ Cn V � Z o C-1 © 0 , c\i OVAQ 0 p " 09 9 12 In = A '� o o 0 o rA ' n •vs 'Fn C) 5 ii a H U W 4t � tit 14: DRAWING NO. : L. 2 - 2 -of 3 a W rw z Y PWAi 04 N ^ O o > 03 V � Z o C-1 © 0 , c\i OVAQ 0 p " 09 9 12 In = A '� o o 0 o rA ' n •vs 'Fn C) 5 ii a H U W 4t � tit 14: DRAWING NO. : L. 2 - 2 -of 3 o z N ^ 03 V � Z o C-1 © 0 , c\i OVAQ 0 p " 09 9 12 In = A '� o o 0 o rA ' n •vs 'Fn C) 5 ii a H U W 4t � tit 14: DRAWING NO. : L. 2 - 2 -of 3 LL Li :' X1:4 :: i-:�..�- �_.�.... �- :._..�- - � _..�•--- • ._.. -� - -•-� ' : f Proposed concrete paver bench and wheelchair area. / •cetittxline:o t aa�• r` �' Proposed 5' wide concrete Refer to Notes 11 & 12 Proposed Bio -filter. 32.0 8.0 paver walk. Refer to detail. (Typical) Refer to Nate # / 1-;�-.-_ r=�j irk: -4:U:` �... ,�, Bench �i'. ' s:0 Proposed l Proposed boulder 16 R �� �_ - ►� I _ __ Waterfall retaining walls. o._ i� s f ~` ProposeFlat Ro d M' P ra os e cy=--Boulders .10:0.. -• ON •„ �, ..,•' °:'.- / 11' R (Typical) ^' = ,•+ Proposed columns & trellisr ?.�. 29.0 + I attach ed to building. . •''. , - Pond�' Refer to Architecturals � r ' ca . _ '2•�g:,.�.• "; "' �o. r , d '�©;.:. Pro-p-o'-s� �edw Proposed free-standangfor additional information. Refer to Noe #13 )posed wall and gate, refer to lders Proposed 4' wide concrete plans prepared by picai) Naver walk. Refer to detail. Martin Architectural Group. I' p I 11 R 5;p %15 l: ' �2 _ -•4. R Refer to Site Plans prepared ,. �� • •• •• by Divney,Tung&Schwalbe 7 0o e r .; an wo r e• :3• ,. ti uza 4. y fJ . beyond �1 freestanding wall, out. 31gilkway,e ti �6c 9 e e 1 R• 15' R Pr �p utilities, grading, etc.) : ----� 7,0 7.0 Proposed concrete ;' ," • $' "� 5.0 w- '� paver bench area. 18.6 3.0.5 1 Q.7 '. Center.walkvitb�' ':. ,�,,_ ;. Proposed 5' wide concrete Refer to Notes i1 & 12 15.1 9 3 Limit of concr to pav, r walk, Proposed area for checker board tables. 12.1 I meet cancre wal as per centee.o'aoor paver walk. Refer to detail. M (Typical) 12.Q 11.4 site plans repar d by 4 10,8 i 4• ri , _-- ,- - Divney Tun & S walbe. f X-Tradin-,'F TAL 0Z Wes Plan, Landscape- Plan Plant N List Leisure Courtyard CRAB 4 Zumi Crabapple 3 V2- 4" Cal. Malus X Zumi 'Calocarpa' Heavy / Full Specimen PLUM 8 Thundercloud Purple Plum 3 /Z - 4" Cal, Prunus Heavy / Full Specimen BIR 18 Whitespire Birch 10-12' Ht- 3 Stem Clump Min. Betula Plat. Whitespire Heavy / Full Specimen HOL 15 Blue Maid Holly 36-42" Ht. Ilex x Mes, 'Blue Maid' Round Form FULL FAT 7 Fat Albert Spruce 4' - 5' Ht. Picea Pungens 'Fat Albert' SPECIMEN ARB 1 I Pyramidal Arborvitae 8 - 9' Ht. Thuja Occidentalis'Pyramidals' Heavy / Full BOX 28 Wintergreen Boxwood 18 - 24" Ht. Buxus Koreana'Wintergreen' RHO 45 Nova Zembla Rhododendron 24 - 30" Ht, Rhododendron Nova Zembla' HYD 71 Variegated Hydrangea 5 Gal. Hydrangea Macrophylla'Mariesii Variegata' ML 6 Morning Light Grass 5 Gal. Miscanthus Sinensis'Morning Light' PEN 20 Bunney Fountain Grass 2 Gal. Pennesetum Aloe. "Burney' ROSE 34 Carefree Wonder Rose 3 Gal. Rosa Meipitao'Carefree Wonder' DAY 550 Happy Returns Daylilly 1 Gal. 18" O.C. Hemerocalis 'Happy Returns' AST 130 Rhineland Astilbe 2 Gal. 18" O.C. Astilbe'Rhineland' HOST 25 Sum and. SubstL.ice Hosta 5 Gal. Hosta 'Sum and Substance' JUN 80 Sargent juniper 3 Gal. Juniperous 'Sargeriff FERN 25 Japanese Silver Painted Fern 2 Gal, Atityrimn Nipponicum 'Pictum' IRIS 30 Variegated Iris (white & green) i Gal. Iris Pallida'Albo-Variegata' KIM 90 Kim's Knee High Echinacea 2 Gal. Echinacea'Kim's Knee High' DRA 35 Dragon's Blood Sedum 4" POT Sedum Spurium 'Dragon's Blood' VIN 1300 Bowle's Vinoa 4" Pot 10" O.C. (65 Flats of Vinca Bowles' 20 per Flat) No substitutions winless approved by John Slaker Design Group. 4 914-277-5033 Leisure Courtyard Speciffincat" ions and Notes.- 1.Contractor to Refer to Site Construction Pians prepared by Divney'Tung Sewalbe and Building Architectural Drawings prepared by Martin Architectural Group for additional information and specifications. 2. Proposed Dining Courtyard hardscape to be concrete pavers manufactured by Hanover Architectural Products, Phone #1717-637-0500 sales representative Bob Gardener. Concrete Pavers Pattern: single soliger course band paver along all outer edges (8" width), and herringbone pattern within at 45 degree angle. Contractor to provide sample pavers on site for Landscape Architect and Owner to decide color. (Owner to have option to change pattern & color.) No substitutions of paver manufacture. Pavers to be edged with flexible plastic edging and to be installed as per manufactures specifications. 3. Contractor to supply and install a of minimum 8" (eight inches) depth of screened topsoi I in entire Leisure Courtyard area. Soil to be Y2 screened topsoil with proper amendities and PH to support plant growth. Any unsuitible topsoil shall be rejected by the owners representative or Landscape Architect and shall be removed and replaced at the sole cost of the contractor. 6. Interior courtyard landscape lighting is to be manufactured by Kim Lighting Company. Phone 1-(818)-968.5666 Courtyard Uplighting: Accent light model # EL235LBGR 50 W Verde green in color Provide 28 lights total for Leisure Courtyard, 7. Contractor responsible for irrigation for landscaping. 8. Contractor is responsible for courtyard paving to be pitched to ensure proper drainage into yard drain inlets. 9. Landscape contractor shall be responsible for the advance notification of the appropriate electrical or mechanical trades to schedule the simultaneous installation of tree planting with light installation and irrigation prior to plant installation. 10. Refer to General Construction Specifications and Notes on Drawing #1 for additional requirements. 11 Proposed benches to be supplied by owner. 12. Contractor to coordinate with the owner to verify the size of the proposed bench size and verify it Wil fit within the bench areas as shown on the drawing. 13. Proposed 12' x 26' Pond to be constructed utilizing parts manufactured by Aquascape Designs Inc. as follows; 45 mil EPDM rubber liner with a geotextile underlayment, Grande' Biofalis Filter 3" Flexible PVC Piping Large Skimmer #9500 Pump Install Pond and'waterfall as per manufacters instructions. Waterfall to have liner and geotextile underlayment under rocks. Additional items required for installation, refer to manufacterers instructions. Pond to be lined with smooth rocks. Manufacturer: Aquascape Designs, Inc. 1200 Nagel Blvd., Batavia, IL 60510 Phone 800-306-6227 r PROPOSED CONCRETE WALK AS PER PLANS BY DIVNEY TUNG SCHWABLE OR PLANTING AREA WITH PLASTIC EDGING, REFER TO NOTE BELOW. Z 0110114 CONCRETE INTERLOCKING A), N PAVERS MANUFACTURED BY t~ HANOVER ARCHITECTURAL PRODUCTS. 4 20 REFER TO NOTE 4 2. o N . . " . ' 1 " MAXIMUM SHARP SAND LEVELING =a; 'tl. r; • r. ` •. •;�:.:�,, •.::,. "" ' " r ;h;e.•;r.,. , �., :, •t{^0'r'iso:.i;0::�•.::,ia :;•:;rxo::rt•:4. BED FOR PAVERS WITH A GEO- . o- 0 oaoO OoOaO O, 0 0 O O Qo TE XTILE FABRIC ATOP GRAVEL rn �cC 0O 0O Z�o0�oo oa 0 0 „SUBBASE OF CLASS 5 GRAVEL THOUGHOUGHLY COMPACTED. ri -- COMPACTED SUBGRADE Note: Flexible plastic edging to be installed along edge of pavers and to be installed as per manufactures requirements. Concrete Paver Detail- Plant N List Leisure Courtyard CRAB 4 Zumi Crabapple 3 V2- 4" Cal. Malus X Zumi 'Calocarpa' Heavy / Full Specimen PLUM 8 Thundercloud Purple Plum 3 /Z - 4" Cal, Prunus Heavy / Full Specimen BIR 18 Whitespire Birch 10-12' Ht- 3 Stem Clump Min. Betula Plat. Whitespire Heavy / Full Specimen HOL 15 Blue Maid Holly 36-42" Ht. Ilex x Mes, 'Blue Maid' Round Form FULL FAT 7 Fat Albert Spruce 4' - 5' Ht. Picea Pungens 'Fat Albert' SPECIMEN ARB 1 I Pyramidal Arborvitae 8 - 9' Ht. Thuja Occidentalis'Pyramidals' Heavy / Full BOX 28 Wintergreen Boxwood 18 - 24" Ht. Buxus Koreana'Wintergreen' RHO 45 Nova Zembla Rhododendron 24 - 30" Ht, Rhododendron Nova Zembla' HYD 71 Variegated Hydrangea 5 Gal. Hydrangea Macrophylla'Mariesii Variegata' ML 6 Morning Light Grass 5 Gal. Miscanthus Sinensis'Morning Light' PEN 20 Bunney Fountain Grass 2 Gal. Pennesetum Aloe. "Burney' ROSE 34 Carefree Wonder Rose 3 Gal. Rosa Meipitao'Carefree Wonder' DAY 550 Happy Returns Daylilly 1 Gal. 18" O.C. Hemerocalis 'Happy Returns' AST 130 Rhineland Astilbe 2 Gal. 18" O.C. Astilbe'Rhineland' HOST 25 Sum and. SubstL.ice Hosta 5 Gal. Hosta 'Sum and Substance' JUN 80 Sargent juniper 3 Gal. Juniperous 'Sargeriff FERN 25 Japanese Silver Painted Fern 2 Gal, Atityrimn Nipponicum 'Pictum' IRIS 30 Variegated Iris (white & green) i Gal. Iris Pallida'Albo-Variegata' KIM 90 Kim's Knee High Echinacea 2 Gal. Echinacea'Kim's Knee High' DRA 35 Dragon's Blood Sedum 4" POT Sedum Spurium 'Dragon's Blood' VIN 1300 Bowle's Vinoa 4" Pot 10" O.C. (65 Flats of Vinca Bowles' 20 per Flat) No substitutions winless approved by John Slaker Design Group. 4 914-277-5033 Leisure Courtyard Speciffincat" ions and Notes.- 1.Contractor to Refer to Site Construction Pians prepared by Divney'Tung Sewalbe and Building Architectural Drawings prepared by Martin Architectural Group for additional information and specifications. 2. Proposed Dining Courtyard hardscape to be concrete pavers manufactured by Hanover Architectural Products, Phone #1717-637-0500 sales representative Bob Gardener. Concrete Pavers Pattern: single soliger course band paver along all outer edges (8" width), and herringbone pattern within at 45 degree angle. Contractor to provide sample pavers on site for Landscape Architect and Owner to decide color. (Owner to have option to change pattern & color.) No substitutions of paver manufacture. Pavers to be edged with flexible plastic edging and to be installed as per manufactures specifications. 3. Contractor to supply and install a of minimum 8" (eight inches) depth of screened topsoi I in entire Leisure Courtyard area. Soil to be Y2 screened topsoil with proper amendities and PH to support plant growth. Any unsuitible topsoil shall be rejected by the owners representative or Landscape Architect and shall be removed and replaced at the sole cost of the contractor. 6. Interior courtyard landscape lighting is to be manufactured by Kim Lighting Company. Phone 1-(818)-968.5666 Courtyard Uplighting: Accent light model # EL235LBGR 50 W Verde green in color Provide 28 lights total for Leisure Courtyard, 7. Contractor responsible for irrigation for landscaping. 8. Contractor is responsible for courtyard paving to be pitched to ensure proper drainage into yard drain inlets. 9. Landscape contractor shall be responsible for the advance notification of the appropriate electrical or mechanical trades to schedule the simultaneous installation of tree planting with light installation and irrigation prior to plant installation. 10. Refer to General Construction Specifications and Notes on Drawing #1 for additional requirements. 11 Proposed benches to be supplied by owner. 12. Contractor to coordinate with the owner to verify the size of the proposed bench size and verify it Wil fit within the bench areas as shown on the drawing. 13. Proposed 12' x 26' Pond to be constructed utilizing parts manufactured by Aquascape Designs Inc. as follows; 45 mil EPDM rubber liner with a geotextile underlayment, Grande' Biofalis Filter 3" Flexible PVC Piping Large Skimmer #9500 Pump Install Pond and'waterfall as per manufacters instructions. Waterfall to have liner and geotextile underlayment under rocks. Additional items required for installation, refer to manufacterers instructions. Pond to be lined with smooth rocks. Manufacturer: Aquascape Designs, Inc. 1200 Nagel Blvd., Batavia, IL 60510 Phone 800-306-6227 r a POO Z 0110114 0 A), N t~ 4 20 POO Z 4;t N 4 20 o N 0 O N N o rn rte` i C7 N 4 o N 0 O N N rn fl z a (4 DRAWING NO. L 3 of 3 LIST OF DRAWINGS CD-1.0 LAYOUT PLAN CD-2.0 GRADING PLAN r-,��—.- - —.� •--_..,,,,•, aY--- ...� C D-3. 0 UTILITY PLAN �...,,, •�--. --��' CD-4.0 PART PLAN CD-5.0 PROFILES °""` ~'...,,,�-., w..•� :==� __ - CD-6.1 . DETAILS ' _ -. ..'� ';le•'�y'"....-.mr+"•+.r" - -qua, • � .. �.�� .,._._ CD-6.2 .DETAILS • CD-6.3 DETAILS CD-7.0 CONSTRUCTION STAGING/ PARCEL "A" EROSION & SEDIMENT CONTROL PLAN LANDS TO BE DEDICATED TO THE VILLAGE OF RYE BRO K L-1 SITE LANDSCAPING PLAN APPROXIMATELY 20.7 AC. UPLANDS 18.5c ' L-2 DINING COURTYARD PLAN L-3 LEISURE COURTYARD PLAN Ld• �6'+aP k M ''4a. " .mil y',,� •wr ' . PROJECT SITE '�-`''r-`• • `•"' ,-.•-�_...:•- "�.� y '*'` . - �.,,�' �enexa.Li�l,utas: ° 1, The sanitary sewer pump station and force main, water transmission and site water mains and storm water detention ponds and outflow drainage systems were designed by others. These systems have been shown for information and coordination purposes and do not reflect as. built %•,� conditions, Revisions to these plans reflect modifications to the site improvements at the Senior Housing site at Bellefair and include a reconfigured building foot print and building entrances including the loading area, PARCEL "B" 2• Final grade elevations shown may vary slightly in order to meet existing improvements that have r� •°'�"',.--•�"`�•�.,.,....,. *."'` `^* been already installed. A Geotechnical Engineer should be retained during earthwork �.,. APPROXIMATELY 8.3 AC. UPLANDS 3.3 AC operations to assure proper compaction on fill areas and to determine stability of steep slopes. 3. The Contractor shall mark out all existing utilities prior to construction and notify the Engineer of any conflicts or changes. 4. All retaining walls shall be designed by a licensed Professional Engineer registered in the State of New York. Soil borings and or test pits as may be required to design the wall systems shall ' be obtained to determine subsoil conditions and available soil capacity, 5. Hydrant flow and pressure tests shall be conducted on the existing water main. The test results shall be used in design of the building fire suppression system. New York State 6, The Contractor shall verify the location of and shall be responsible for the preservation of all a" -- °'"' ''" "- "�°""" +"—W ""^• • -- • --� "" "; °*• ""` °. •� +« of d 9a .P }. " Fa ... ... "' —'"'`"'' - •� •• , • --• '* public and private underground and surface utilities and structures at or adjacent to the site of " Connecticut ate construction, ion, insofar as they may be endangered by operations. This shall hold true whether or .. ° a St not they are shown on the contract drawings If they are shown on the contract drawl their drawings, The portion ofproperty in the y%%aqe of Rye Broolr is entire/y locations are not guaranteed even though the information was obtained from the best available Explanation sources, and in any event, other utilities not shown on these plans may be encountered in,the /n the Z017117g District OBE' Campus/office ,611i/dinq zoninq dstric • a field. The Contractor shall, at its own expense, repair or replace any structures or utilities that it ©ue to the property's proximity to the airport R is a/so subject` to Airport Z-1' /nstruinent Approach . damages, and shall constantly proceed with caution to prevent undue interruption to utility service. SURVEY NOTES over/ay Z-12-3, & Z 4 as per Waster Sheet A-3" of the Town of Rye Zoning Z-3 /nner Turning r 7• Contractor shall field verify existing grades, existing structures and other existing conditions prior lWoA dated Sept. 7, 1954, last revised Nov. i% %962, on A/& at the Oil/age Z-4 O,uter Turning re olutioucfiion and shall report any discrepancies #o the Owner's Representative for further resolution. ZUN of Rye Brook Bui/ding Department 8. The Contractor shall verify aH field conditions and dimensions and shall be responsible for field finish and quality of work and materials used in the construction. No allowance shall be made on behalf of the Contractor for any error or neglect on its part, TOPOGRAPHICAL & BOUNDARY SURVEY PREPARED BYWARD CARPENTER ENGINEERS INC. N.T.S. 9_ The Contractor is responsible for the replacement and restoration of all natural and menmade SURVEY DATED: July 12, 1995 " features whether shown on the plans or encountered in the field. It is the intention of the plan to ° show only major features to be protected, restored or replaced. 10. The Contractor shall contact all of the appropriate parties with jurisdiction over the utilities entering on or near the project area prior to initiation of construction activities and provide those agencies 72 hours notification• COnr7ect/cut Arrt��ir are 6aE'r t;'oaparty' 11. If temporary utility services are required, the Contractor shall see to it that they are provided, at , O/d Traci- �•r'Oad Bo;,� 2�529 c�ree���/c'"h, _ J' no additional cost to the Ownr, and it shall be the Contractor's responsibility to maintain. such temporary facilities for the dufation of the project as necessary. Co1717ect%c�11 96,FJ 12. All pavement markings and all signs shall be in conformance with the current version of the Te/• (203,J 86,9 5200 Stets of New York Codes, Rules and Regulations, Title 17, Transportation, Vol. B (formerly MUTC.D). . Edrson 13. All disturbed areas in Town right-of-way shall be regraded, topsoiled, seeded and mulched. 2: Con 511 Theo Fretnd li7ye, N. Y. 1O58t 14: Topsoil shall be replaced and areas shall be seeded as soon as final grades are established on permanent slopes. Slopes shall also be mulched. Te/' K91W 925 6/99 15. The Contractor shall Identify all temporary staging and storage areas and the methods to protect from erosion and sediment transport. SoI7%tart' Seger 16. Any pavement damaged outside the work area by the Contractor shall be replaced by saw cutting out the affected area and replacing with new pavement in accordance with the pavement t/i//aqe of Rye Brook Departmen�` o�`f'ub�c dl%rks' 90 South fr'%dq'e Street, f,�ye Brook, details as shown on the plans. The pavement shall be replaced as full depth pavement at no N. Y. 10573 additional cost to the owner. Te/' r914) 939 07,5J 17. Adequate Dust Control shall be provided at all times and road pavement sweepers shall be -- utilized when necessary.' i 4. The existence of underground hm roverr>ents, easements or encroachments, tyhich are not` Meld/e during norrna/fie/d survey operations or are not mathern0b%'01/y described h7 instruments pro v%oeo; are not Shoran hereon and subsequently are not certified° f � Re v%sed and Add%t%one/%r7,601- Cation added July -17, 1995 and ✓u/y 25, /995 I R& v8wo' and AddM%ona/informat%on added Nov. 7, 1995 AdWyone/!�/etlands %reformat%on added Dec. 15, 1,995 CIVIL ENGINEER: ARCHITECT: LANDSCAPE ARCHITECT: OWNER: - i f Revised to eXc/ude the 3. O Acres Parce/Feb. 7, 1996 100 Ft. bYet%aria' Setback Line added Feb. /3, 1996- ° DwNEY TuNG * SCHWALBE a ECEov� The premises being Tax Lots 1-A-1-1, 1-A-2 r 1-8-2 /n Block 9 THE MARTIN ARCHITECTURAL GROUP JOHN P. SLAKER DESIGN GROUP FOREST CITY DALY HOUSING 7i 1 Divney Tung Schwalbe, LLP Planning Sheet 2 as shown on the Village of fi'ye Brook Tax Assessment maps. 2�#0 North 22nd Street 339 Route 100 1775 Broadway, Suite 701 l One North Broadway Engineering N 1 9 2003 Philadelphia, Pennsy White Plains, NY 10601 Landscape Architecture lvania 19103 Somers, New York 10589 New York, NY 10019 Wet/and Note 914 428 0010 Environmental Services 914 428 0017 FAX Protect Management VILLAGE OF RYE BROOK • 2EP7. OF PUBLIC 4YORKS 8WIand De/%neation by Evans Assoc.' Environmenta/Cons, /nc. on No v 7, 1995 r y�' VE0� \ / . I \ \ \ . \ \ \ \ / / / // / . / / / I/ I - / I \ \ \ I/ .`/ "" " / _____ — — 11 I I Is / / / / / / ____� - - - � I \ \ \ . x \ \ I / /I / / I /I- :� �, ____ . — — , 11 / / / I / i I . ____ — — I � I I . \ \ I0I —1 �(�) ,/�---. / 1 . / /_I /I I/_/ EII 3,870� .2,�8I : � . .----4 -11# � 11_ 22I / , .., / / 2' � /—-,i / — .___ - �, /�,O --I, // - /.- � b\. �\..I 1 _1..,-I---� ,- \,I ,�� .-�..,*,,"����,:,.I"r� ���� ---',�'',,-,� , "�-,,,`�, T.,-�";.-,."I"I�:I�\ -,,�"�r�, `- ,'\e�.,,,.�.., .:"�,, �, ,�,""��I,,\ ��,��"�_,.,-,'M_.� .�I. .���,,,"'I,"I .�,,. .,*,�,��, "l,",I., : �11-� '/ I . \I \ - I- . \ -. \_,,, . I I I%,-�\. II,":��%%_�1.��.,,� , ,iii%%--'.,":-',-..v"�1I"�.'-',�-',,,"'',"-"1 ".1-`, �,',�'"" '�-,-"'�:�""" "1-,,''",X".�" ,�, 1,'"�."_- "-'-,-,- ',-_-", -�,���"��,"�' :,-I�,'\�--R`-r/-,-- 1111�- ,,'7�,'-"",�.�" - ,.7._'--�- ,,..\.z1- ,�_,-.-�'�:2.-"-�,,,,."_�.� ,-,- �,,.�*,,--�'.�9�)M,_'. �,,,,--- ,1,�".,..13_ ,,."_,,,"'-1,_\ ���_. -I�".,_""-.,.,�.'-�-.Y'.,. ,., _\-,..�"" �-,.-..:_-_,�-- .-�",\ -4.�� ," 11I,;�,"�--.,I- .I,,%--_-,,1,�" ,-,,\� -\'1I,�� ;_, !��"1'��1�\�_f ,t\\ .�_,:":N_'����\\''�1._\';,,-�1' -.-'I� I >I -../,.-�. .I. /.�/"�:.,�_� ,7.�.�-.�,�/�. /'�'1I,_"*/ o C17t1-/- ,�J_ --I /�/ �/"/ E,1� rII .7/-,. // / / \\ \ / i / / ___/ // ,/ ) / �/ ,, / f / "- I -.� / I // // i _-_-1-'/A---/ _ Ii/ /g� _ I�1/1; / / rI/ -I � ,� \ f \ \ \ : � o v- l _ r V ! —_—i �; II --- i � i � / �__ � - -I\. _ ! li _ ` " I / �/ V ��-� Q i _ _ / N 5,635.52 / f � 0 3,857.4� \ too o\ � 1 / © / / 1 N 5,510.33 , � -- S - j E 3,835.87 � N. 5,699.46 0 \. ��- \� / , \ \ - ` fs i - / *\ � CONCRETE 1\" / TRANSFORMER PAD \ f G ,- � / i --__ /' // i CHILLERTPAD X ® i �. \ <\\ �l i - _ / l \ III , \\ � 7'� � / \ �`� A � f / r SEE DRAWING S-4 "PART PLAN" � � / N 5,544.29 \ \\� O \�\` ` t l` i` G / 1I. CONCRETE --- v 13' -, 4 +Oo �_ GENERATOR PAD �. a2 - — - `�„ --- - �\, \ `� ur�rty Easemen \ \ r. — _�-,_- /' . / ., 15 ' T: DROP CURB - 4 �,:\�1, \ �' _ � ` `---_._... - _ - - _ _ — _ --- �' _ " --`' ...-..'..._._._..-- fir _' �/ I AND RAMP �`' � �®��` �' -- ___ / \ -' S CKADE FENCE -, - Mh 13 V `'\ o S LANDSCAPE PLAN I '° _� ��� ` , ` . . , y 'i2' f C. . L xt j , �' 4 we \� -----.,� o : C % i� �r''' CONCRETE BLOCK ' ® y, I ^° \® - _`_ (V , C.Zo c>� +, i a 1 � f RETAINING WALL , ` _ \ ¢ s6. 07 /- KEYSTONE OR EQUAL ;{ - - „ o. -' } sr ---1 -- �� _ -_ - _ =_— ___ -- _- - - / ae - . a9 �ch in B7k Gva// '�� _ :J „ DROP CURB w �3. , A/e . 0.9 t/ c _ `\ / / _. ,M \\� ____ - O W AND RAMP 3 // _ �_ _ ------ ; t, S ,, s / TIM ER BR DGE ��o \ ' ,,' r 3 f f // SiJPPORT ILES N 5, 850. ,. t. CONCRETE,,I?A,VEMENT GOON R FTE _'; SEE ARC, DWG / d 6,O ; DUIuIPTER PAO N - 3,8 N 46.21 \ x 6 ! 15 7551 E 3,759.82 \ CONCRETE F a` f.. r / � _�_ 1 x ; f ` LOADING ` DECORATIVE CONCRETE PAVERS , xx 3\. �. k= i �: \ AREA , SET ON CRUSHED STONE µi,,,I-,_�a . jj 1 1_,... / .. ,,,. ,... _. :..... . :.. .. 1, ..:,_., ., ... l X.. .,: �,y�/ / Q) V o, (� I �—_ 4' WIDE _ / � ASPHALT WALK , 1' CURB TRANSITION - ° 90.04 (TYP.) / 133; f""',"",� 2 3, I , �` / urlra Y /�a ,, ,� r �� ` Df2OP CURB !; `fir /g. AND RAMP S S \ �' �YE TRANSITION CURB I! N`zc 4 WITH RAMP (TYP.) ` i� wJ ��11b, r z r 4 ,C d - - " x 11 e'� a,., 'a,�r ti' 3 tee ,�,.� < � , r 3 / v" 6 r' t� 5` y 5 ',"r"•aP) .r a .r� . �d; ,- r r # ,� { n k t ' 4, 4�ri s tE r- 3t° ,r .r' f fir { t i � , s,xr :z �` ' c � G ..," ,ty_�$, y �, , r c >•' r.� �s N£ "ter ar'r "`d'•.' r r s ��."-. x} RPM o'er p z:. S s 1`%zt S r k `�`, ` :�,is O r 2t Y, 1 r 1 ',� p i "`tom � ' - C •'� 3 f• i 5 :-'�. -' .: 4 / ? y ,) Z 4` \ r V r ® ® H } r m 12" WIDE " z _ � z f STOP BAR 1_ ' % a �Y 1 f 4 X 5 5 iI W - y 1-e, r f TY r {.rC j a" . $a'3, �' +� �Y r S �� ' r , ri '� r- 4 J ti N 5,692.72 rr h E 4,229.81 f t � `'�75 `\�`� 50` I' �ti �' c /'' ti \ n, 5 F \ 4 PROPOSED GUIDE _FRAIL �� _�`'" \ >>0. 98 Ill u 24" ASH N ,744.97 CLEAR VINES AND I�. E �4,208.27 ` , LIMBS TO 15 �� . f1 \\ i ; r =4• LIGHT POLE WITH % " N 5, REMOVE DEAD - DOWNLIGHT (TIP.) r \mot E 4, TREE TRUNKS \,. i� REMOVE SAPLINGS _Fa\I SEE DRAWING S4 "PART PLAN" :. Tom. REMOVE Bei1111 . Y'o �``\ 14" OAK sc 7JIAil77ai • .. < <: REMOVE 6" ---- -- -7'- .1 _ REMOVE TRIPLE — MULBERRY �' �. \ 10°° MALE - ---_ \ ".� REMOVE f ✓r 6�� MAPLE,, �,--- - - ,, CONCRETE CURB; 6 % -VE _._(TYPJ - S-6. na�rr .?_ 12" MAPLE- - --- aGr _ --- - _ S' n Y!! 173.6.7` -m . . ---- . . now . REMOVE 10"MAPLE—�' . 4 W1 — — 0' END OF PRO t i TRANSr _ clv%,� --r _ , — I \ — — — _ __ . ` .:.'._.,.., - - — ._._._ LANDSCAPE- `' �' -6. . . __,_ . . __ _--..�...` MAINTENANC E WORK I 30" ASH PRUNE AND 28" ASH 82 CLEAR . VINES AND LIMBS. TO 15' REMOVE . WILD ROSE >a3 TYPE 'BB' CURB INSTALL CURB King Sfreet �°`�T >20� I . - END SC PROPOSED LANDSCAPE REMOVE VINES 30" ASH N STING STONE WALLS TO BE i� RESHAPE AND SEED �� TWIN 10 MAPLE REMOVE VINES AND TRANSITION FULL DEPTH 184 REBUILT WITHIN SITE: PROPERTY .E MARKER --� ° RESH - MAINTENANCE WORK . L'0" ASH -EXISTING SWALE CLEAR LIMBS •LIMBS TO 15' PAVEMENT PER OWNER AS REQUIRED. - 12 A ' NYTEXISTING SWALE . _ � - - -� - PRUNE AND REMOVE VINES -� BEYOND NEW EDGE (TYP.) FROM WIRES N E w STOP {TIP. ALONG FRONTAGE) 87 1 185 BEYOND NEW EDGE 300 OF PAVEMENT {TYP.) - OF PAVEMENT SIGN - C fJ 7- NOTE: Drawings S-1, S-2, S-3, LA-1, A-1, and EC-1 represent the amended Site Plan Approval 0 PLACE SHOULDER DEPTH PAVEMENT SECTION TO CREATE 3' WIDE CONTINUOUS ASPHALT . EXISTING WHITE PAINTED RESHAPE AND SEED documents. . 0 C . SURFACE BETWEEN EDGE OF PAVEMENT AND EDGE LINE EXISTING SWALE Approved by Resolution date d November 28 2000 of the Board of Trustees of the Village of Rye n EXISTING WHITE PAINTED" EDGE LINE, BEYOND NEW EDGE ' t II t d conditions of said Resolution Except as provided said REMOVE EXISTING PAVEMENT IN EXCESS OF OF PAVEMENT (TYP. Brook, sub)ec o a requlremen s an , resolution, all other applicable conditions of the approval resolution for "Bellefair" adopted by the 3' AS REQUIRED. Board of Trustees of the Village of Rye Brook on January 27, 1998 shall remain in full force and Q (TYP. ALONG FRONTAGE ON KING STREET) 0 15 30 60 effect, and the applicant and its successors and assignors shall be required to comply with same. . Francis L. Filipowski, Mayor Date . �' t7 i ! l 1 8` : i i E ��� .�.: c.,, Fh,4 \t_;',lD'.,;7-^, : °`. v: C' _ C i"0 ,'ot ? P!`, STONEGATE AT Village of Rye Brook, New York Forest City Daly Housing 1775 Broadway, Suite 701 New York, NY 10019 DIVNEY * TUNG ® SCHWALBE Divney Tung Schwalbe, LLP Planning One North Broadway Engineering White Plains, NY 10601 Landscape Architecture 914 428 0010 Environmental Services 914 428 0017 FAX Project Management THE MARTIN ARCHITECTURAL GROUP 240 North 22nd Street Philadelphia, Pennsylvania 19103 JOHN P. SLAKER DESIGN GROUP 339 Route 100 Somers, New York 10589 IT IS A VIOLATION OF ARTICLE 130 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER 'THIS DOCUMENT IN ANY WAY WITHOUT THE EXPRESS WRITTEN VERIFICATION OR ADOPTION BY A NEW YORK STATE LICENSED LAND SURVEYOR . OR ENGINEER IN ACCORDANCE WITH SECTION 7209 (2), ARTICLE 130, NEW YORK STATE EDUCATION LAW. REVISIONS NO, DATE ISSUE 1 09/21/00 APPLICATION FOR MINOR SITE PLAN AMENDMENT 10/31/00 APPLICATION FOR MINOR SITE PLAN AMENDMENT 01/04/01 AMENDED SITE. PLAN FOR SIGNATURE 06/31/01 ISSUED FOR REVIEW 02/15/02 ISSUED FOR BID _ 05/15/02 CONSTRUCTION ISSUE 07/22/02.SITE PLAN AMENDMENT 2 01/31/03 ADDED FENCE ALONG KING STREET 06/05/03 ISSUED FOR .SITE PLAN AMENDMENT © Divney Tung Schwalbe, LLP 2003 DRAWING TITLE: LAYO� 1'L-fir. DESIGNED BY: DRAWN ,BY: ,%� OF NEW,.�P NRT1,1V r PROJECT 'NO. DATE: 0j .. � soy��- 524 09/21/00 a `' DR N0. 11 nM rn W =u, °,oho o64 . �� CD-10, FESs10 b 9 �%\ \ . '\ 11 t t C\ \ r . . I . . . . . I . . . . \ \ 1�,\, IN. --�.,,Ne \_ , -1 . . . . - .. . I- . . i / . I fl; 1. I/ i - , . -_ — . I I . - . - I .. . . . I - . . \t .. u\ . - '.. ?4',' , — r Ir j',.i rl /f ~-`�'•��. 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'�. \. 1 i igloo ~' a ` \. 35$A0 ;: ,,, �. /�� <_ C} •tJk?ro 73 '\~''"�..: ` \` .214 347.71 347AI ` t `' \ \ � . .. . , \ 344.70 . i. \ ` y. ® 340. . % - \\ r \ 347 - - \ , \ ~ \ -. .=-_ , 2,60 g1• A - \ 347.Ii0 \ \ `- ` ` >-i i= -" ' J r 7 -� G \ 347 , \ = _ - . �,� - 1. ..I11%eY,., \-1 t I.,,...l1rl,, ;.�11I `i , .i._, .\�t;!;, iII , ; . :- I 10 1! N,!1; i \. I; t ..1;I . JI, ,. .- . I 1 ,. AI�Ii\.., , -1\.. .,_.4..\R,I I. —1 \2�.E-1- � -�N_.I....._-.I OC(+�= A.'1..\:I I-I.t-\,,-;- ._o., �\-\ ,- -__',--_ . .-,".,1,- .- !_.\ I. I_j- J._. \.\1-\.._-Io..I.I b-, _ T1- 11, "/_ I / _IIz� ._1-VI - I'1I_. 1 .._. 11. 1,1 \1..1;1I1.11,-11 "-I_II�',. _'.4I -,.,4.,�6. . b .- ..� .\1._2 `_-_-._._,- -_... _\.--/1/, . __�--N.,�_ _.4\I__ 1_1 Ir1__,/,- _/ -_�- r--_,'__I,_--,-,.\.._` .,..-- ,_,.-_ ,_-- I--.- , .-- .----..-__--_ ., . -/ 1"."__,-_I ,. -_ _.,-,. -- -_ - I ._,.,- -__. 1_, --,,.-_-_,-_ ,--, _"-_-.. ,_1 4.._._"7IZ �"-- A\t.. )"--M!- . .;�. "."wI. �4. v. II o ` -_ _/ — �f' \ `< W i f - .� W t ,, j sr, , 1 \ •5 \\ ., -"', '....— 'y,,, ..•` .Q 34t00 ti `:'�'�. \ � QA ,\ ,•'* W /� • '1J V• .\ ` , _ _. ....:on` 1 \ ,\ } 3`�� `' 34L70 \ �`! _ Ot U_% 2 ; : y.'T ^r'.,A - 1 .__ 2 \ . 7s.� �i ' to' ;, `, .: / ter.✓ . I` , \ \ } .. 1 . . ' b ' - __ _ - ' ® 34a \ 347.70 \ f- `,. � 2 4 8 i 6 \.� \ \' 1t � i \ .\ \. tl 0�. ,,,.r . ♦, . l.J A . - . 2411 ASH �_ - �� '� _- - �'� � _ PUMP STA. ��g► � j t,�� \ / CLEAR VINES All- �, ', - . - * ` \, '5 -., W RIM 48 0 (A w I _ -- - . W .- � __..._..,�. _-�,--....��:. LIMBS TO 15' w: A- -- + - - P, I v, V . r �` INV I 39.0 \ \, INV OUT 338.0 I ex \ r� /7 - r. �+j`L SUMPC332.00p w ��, ,' ) 4 ;' \ .\ A � ' Y . r \ \ \ ` \ V� PIT _ y 1 �r..,,, REMOV" E DEADt r ) \ 3` � � Mt„Y .�� ...... -. _• - _ -- - TREE TRUNKS. r '� `♦. �, _ r� _ -';r , „ rit ._ _ • __ __ , REMOVE SAPL iNGS -- ,' ` \ `� �' __ ..._ _ _ F�r�ce_Q _ .. - -- - - _ k r., n __. - .... - ,-.-...-- I SEE DRAINING S�4 PART PLAN 0 `x \ _ ' -._.... ; �T� (_ 'I'll, r.2S':. f i'\ RI„ t)VE '"•"'"a. \ \. ' {� ` "'.� _.. _ '-- -'-- - i- - - ___ - - ._ _ _ _-... m„v - , J _ - - ._.. - . %// Ie \ �' - -. `a'�'^,R-" • - - S�ENER�QI P-AD- _._ .._.._._ _.... _..... _ ,. �� �� ~ - _ - _ _ .. - /� - 14 OAK - - 6 - r -- - • -- _ -- --- - - -- - -- _ - _ __.._.._ -- _ ¢_ - `` 1 _ _ . _ _ - _ - __. - - - - - `- -- - _. - REMCVE 8 l - _ . - --- - - \ . REMOVE TRIPLE MULBERRY . - _ -' . -.. __ .._ .-._ --__ - _ -.. __ - - _ _M _ - _ -_ ,,, .` v r .. '� •" �\ . - r• - ... _ ._ _ rw.- . _. _ i / , F REM®VE -- -- : - •_.. _.... ,__ __ _ - - -- _.. _ ._..•- .._ _ _ -._.. -. -. - _ - -_ _ j r w �". 1611 MAPLE' __- ♦* - �,_ i v .-.a. - :z- — .. _.-._ _ .._ '-- .`- '-- --- — __ `\ '.1.. -- ..— --- •- - -" _� ___ '-- __. _ _ `• - `, `^ J J` t'/ - -- yv _ - - -- 6 _ \ \ ` - `" ' IN . �_`' ' ._�F 11 J ' _ (EMOVE 24" MAPLE r , ' ' -_ ._w- _ - - ,.. 32fi % -i EK�l01�_' -`118 _CEDAR _ • _ - , . MOVE M` L ` \ � ___ - ., � ®" M LE - `\ `` ' . PRUNE I PRIVET HEDGE . L \r "' 11 - \ f ; �� ` ' \ I MOV- 11 APL:E 1-,. - . �. ' __ E ` �} ; I ' R.EMOV SAPLINGS P t MA#�L.E �, _ `\ _ - _ MOVE�t. 1 1`5ANU I E l -.:� '`\ \ ;,� ,PRUNE PRIV IC-_EEt)GE _ -. _ , _ - _ _ ... _ _..._ -`_ _.__. , ' _. �i' f `\ `'' : REi�O Nam-.__ _. - _ - -- _ ._ _ - _ REMMMMM VE" 4 I €A9 TirEE . _ . -.r..,.� U - _.._ .. __ _ _"_ __ _� - - _,_ ' - _ r ` .._._ , \1 �. - _. 30" MAPLE /, :-;.6, ` _. ---- __ '\ - --_ -OV rr --• : _ _ . - PRU NE PRIV T E• , ` , REMOVE VINES . r, „' � ---a'REE �.µ - - �Fi :I�AOVE-APLtNGS__ __- __ - I \ 11 REMOVE 10" LE -- -''' -- __ _.. _ .- _- __ _...__.._ _ -__ ___ _... _ TO REMAIN LE w40 « _ `- _ �' _ EX. 2 MAP \ �� _ �, �srritti !` CURB w3 '�'c: ..� .. END OF .PRO . ids l . N W2 `.W"_ wm ....r.,..4 m r„ .,, . LANDSCAPE'. - • . . ¢ mm"o—ow"m ft, m..,r.,�. „m ,w MAINTENANCE WORK i 3t3" ASH 28" ASH 82 REMOVE . TYPE 'BB' . . . Ci.EAR 'VINES AND WILD ROSE. CURB S'tr�t-t PRUNE AND NYT fC%/7 • REMOVE VINES LIMBS TO 15' 30i 1 ASI"I 183 INSTALL CURB NYT �'T 7= I2oj END OF PROPOSED TWIN 10" MAPLE TRANSITION LANDSCAPE RESHAPE AND SEED REMOVE VINES AND FULL DEPTH 984 E YARKER— ° RE$ - MAINTENANCE.. WORK 20. ASH ' EXISTING SWALE CLEAR LIMBS '' LIMBS TO 15' PAVEMENT 12 A NYTEXISTING SWALE . . PRUNE AND ' . BEYOND NEW EDGE FROM WIRES _ 185 _ . . _ . .' -I . -.-,I .11 .,i,*1 11 ..,1 +II _- . 1.1. . �/ —.I \.. ,. ., %.I'C.I.1 .I.+. %k -, I3-"I .I_ . ,"." ',..._. +.,. - -..,. - -.. I"., . .-_ ..,-. *f 1-1. _.. � ..1- ,'kN5I 1.. REMOVE "VINES / / ,A1 / ' sroP s� SEYt3ND NEW EDGE OF PAVEMENT tTYP.). ` SIGN Sao OF • PAVEMENT (TYP.) . ' - .. S i" a t e a r� e . .. riwlrrirwlr -o Ir.or.ori�-wr "a. "arc .wrrlw�:l . 1�11 .� wr.r.i0000..r .. .. ri...rrOO-o as M mwvmw w- M. sr ww� = M M M MONN OWM =- I.i 0"ONN MM r rot 000lm000r.roww "= W .. .. - ®. s of = ra�ill000loloWmr g " I= r�wir... , row M = all .rw.... = ■ o owl Oro ----.; wrlo — . . _,-• s _ Nr ror or.ol r.u■rrooro. olw cos oOorrOmftO�o wls ol� rnoll�oolalrwrrl rrr •owrri�lo�i . t-_../ i . . . . . . . . . . NOTE: Drawings S-1, S-2, S-3, LA-1, A-1, and EC-1 represent the amended Site Plan Approval . . � PEACE SHOULQER DEITH PAVEMENT SECTION documents: . . 0 � . . TO CREATE 3 YNfIDE GQNTINUO.US ASPHALT EXISTING WHITE PAINTED ° SURFACE BETWEEN EDGE OF PAVEMENT AND - EDGE LIME RESHAPE AND SEED . , Approved by Resolution dated November 28;.200Q of the B:aard of Trustees of the, Village of Rye EXISTING WHITE P,�NTED EDGE LINE. EXISTING SWALE •. rook, subject to all requit.ements and .Conditions of said Resolution, Except as provided In said � I ' • REMOVE EXISTING PAVEMENT` IN EXCESS OF .. BEYOND NEW EDGE . resolution, alI athe.r a livable. conditions of the _ a royal resolution for "i3ellefair" adopted. b the OF PAVEMENT tTYP. pP pP f Y ,C 3 AS REQUIRED, Board of Trustees of the Village of Rye Brook on. January 27, 1998 shall remain in full and . `� - tTYP. ALONG FRONTAGE ON KING STREET) NOTE: 0 15 3.0 60 effect, and the applicant and is successors: and assignors shall be required to comply with same. BASE SURVEY; TOPOGRAPHIC, LAYOUT, GRADING . 8z UTILITY INFORMATION TAKEN FROM . "z . _ ' - . ' _ DRAWINGS FOR "CHANCELLOR. PARK at RYE BROOK (10/12J9$) I . PREPARED BY DOLPH ROTPELD ENGINEERING, P.C. , Francis L. Filipowski, Mayor Date ill_ TTi:.R BY: ';i`iii 0610:12t>Cr.-)4::i,7o1 I'4'f G;\.•AI;L`.. ,12-1:. Daly -Rye Graak\t'52 ;- _D20 gratj:i"g,pi:- . , 1 '- J .. STONBG. T: . �.T BELLE.. R Vi:Uage of Rye Brook, New York Forest City Daly HOusM- 9 1775 Broadway, Suite 701 New York, NY 10019 DmEy * TuNG + SowALBE Dlvney Tung Schwalbe, LLP Planning One North Broadway Engineering White Plains, IVY 10601 Landscape Architecture 814 428 0010 Environmental Servloes 014 428 0017 PAX Project Management` THE MARTIN ARCITTECTURAL GROUP' 240 North 2 nd Street Philadelphia, Pennsylvania 19103 JOHN P. SLAKER DESIGN CROUP 339 Route 100 Somers, New York 10589 IT IS A VIOLATION OF ARTICLE 130 OF THE. NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS; DOCUMENT IN ANY WAY WITHOUT THE EXPRESS IN VERIFICATION OR ADOPTION BY A NEW YORK STATE LICENSED LAND SURVEYOR Olt ENGINEER IN ACCORDANCE WITH SECTION 7209 (2), ARTICLE 13%NEW YORK STATE EDUCATION LAW. REVISIONS NO. DATE ISSUE . 09/2i/00 APPLICATION .FOR MINOR SITE. PLAN AMENDMENT 10/31/00 APPLICATION FOR MINOR. SITE PLAN AMENDMENT 01/04/01 AMENDED SITE PLAN FOR SIGNATURE 08/31/01 ISSUED FOR REVIEW . 02/15/02" ISSUED FOR BID 05/15/02 CONSTRUCTION ISSUE 08/05/02 REVISED TOP OF WAIL ELEVATION AT LOADINGAREA AREA 2 07/22/02 SITE PLAN AMENDMENT 0e/05iO3ISSUED FOR SITE PLAN AMENDMENT © Divney Tung Schwalbe, LLP 2003 r : THE OWNER AND CONTRACTOR FOR THIS PROJECT BY 11# D THAT a \tip IS I ROOF DRAINAGE FRAM THE WESTERN ONE-µALF OF THE IIT 8E DUCTED TO TES 11 kIA1V!{.E DMH:�/ A-10 W144CH IS Ti JTARY TO, TIC BLIND LOOK. THIS DRAfiN MAY N(T BE CONC k DIRECTED TO THE ITENTlON PONDS ' TRANSFO PAD / LOCATED ADJACENT TO KING' STREET. ^, CONCRETE ' CHILLER PAD- `� ' 79�Lf c uF 8 ' j~ !v SEE DRAWING S-4 "PART PLAN" ';' '` /; ,��M HDPE`` _ i`r'=3f36.7 Sti/H S10 = p CONCRETE '� _-__-- f7 LF I A-T a_ _.... -9��,, S''o �=7 g f i` -13 1 - b • N\ ' GENERATOR PAD MN � �,. -- - CB A - _ R-359' �. �6v3 �� _ o l' G-387 4 SIAMESE CONNECTION _348 75 356.26 s yo`' CB ,9_ cB A- >3 ;( p ice` '\ �s ~M. >2a 1�,382 3 M UE t p INV. 350.60 ~'`� DMH A-iC1c : �� s `,� -`== ,�r - s - 7 G=386,55 , G T MN g0 y�=3U / `�> 382.05 56.so / , ` cE D r3 `'�. •. ,- �.s �� __~ ~' ___s"�cP _��z> _ . i5 _ 'ct_-_.... _ �;�""�.._:_,_... „ p�P-=5-'`" �E s -o �:. 6. �P WET TAP EXISTING 16" MAIN ;' lee, � - - - .._.._._.._ .-_._ ._• .. _ _ . M - _--nn ... _ ._.... AA- M - �t p•.., 6 TAPPING SLEEVE AND VALVE \~~~`w J - _~ 11 9,9 F WET TAP EXISTING 16" MAIN ► i _-_ >45 --- ° _ " UL ~ _ 2 - -- D p GF _ 5 ,�L� I® s� 14¢ L $ - - TAPPING SLEEVE AND VALVE D''2 m c,� WA /` J t • ....�.\` �a� e%' �,,,�,-�.. 173 LF © 78 LF o l d �� e _ --- uE--_.�-.__ u E ° - - ! �^ Q 1.54r o / Q_a t r �,d 2 �� UE- G _ 15" HDPE - q .49 �C YD D-2-A fi =377.2 S/�iH 59 /�3 1.94 RIM 347.25 �• /= 368.9 R=38�2 /Y3B .96 7LF 1.00/. INV.344.25 6" DOMESTIC SERVICE ra L - /=3,75,9 t `, 12" HDPE -2 INV, 344.05 8" FIRE SERVICE RIM 360 00 INV. 354.00 (IN) 1-34313 6� r IY 1t�VR 353.50 (OUT) 158 157 4. ADJUST FRAME - GRATE I ? 1%3 -CONNECT YARD DRAINS a + RIM 346.40 ti. FROM COURTYARD NEW HIV, 343.28 t12") �' } SEE LANDSCAPE PLANS, i I DRAWING. L-2 a DRAIN INLET A ' ( ; RELOCATE INVERT 342.50 REMOVE EXISTING PIPE 39 LF YD A-2a 60 LF i 346.75 1 ° ! ( 15" PE INV. 341.89 15" HDPE o 72 LF uv - ar `'•' 1 15 HDPE V I NEW STRUCTUREMH E-4 / ° �,•- t INV., 341.50 RIM 347.20 INV. 339.36 (12") 12" RL FROM 52 LF =5¢'� gG d 339.11 UT1 PORTE COCHERE o CONNECT YARD DRAINS FROM 01.50r. -, ti FiL:=339.7 ar COURTYARD. SEE LANDSCAPE 15 HDPE DMH F-4 REMOVE c� PLANS, DRAWING. L-3 RIM 350.70 CONSTRUCT NEW DMH A ; EXISTING / DRAIN INLET I INV..341.56 "" 43 LF °'� INV. 342.34 OVER EXISTING PIPE ,�r6 STRUCTURE 50j, RIM 345.40 �' �. _� �._��-'^`` 2+6. . �„ SEE DRAWING S-4 "PARS" PLAN" '"-359.3�' INV. 340.18 0 - EX. INV. 339.31 I ",�' - . 15's I�PE ado `h f REMOVE;"_.1 - - �0� ,• �- j a� EXISTING a ,4 p 0 32 LF 11750•' CONV611FRUM-=F REMOVE PIPINGREMOVE TI144 15 HDPE �" ' -" ��c� TO ENCASE SANITARY YD F-2a PIPE NEW MANHOLE - _ - M �' -� %� s1�61 LF 8" DIP -_... ° PIPES IN CONCRETE R 351.50 INV. 357.00 4 1 ! 0.38% 57 LF - o� 0�8 - --'" CB D-1a �y TH SIDES OF RIM 338.8ti V, ~ e��1.041! _ >2pQ 3g88 9 MAIN INV. 341.0Q WATER INV. 335.30 HD- o / l REMOVE AS REQUIRED - �C{pONNEC�p w�s�NRjOtT%D C� 3 'fOpOLtD HIt�PE PIPicS t�1tP) �" �' �l• f� - -"M J`�. -- � SMH l Fa-1' O 1=�55! 8 M tt71 G' S.°� REMOVE PIPING N s�,��'`ss'> ' �'�� 346.9 /, _ _ - �e_1 2�a AND STRUCTURE 2 �� o -M s AS- REQUIRED- '; FifICO PI � G, fr . MOP 17A o _ - 11f YD F 2 `O °7 ,, 6 s S �' GpN.S l �� 121 8 �AIP hE EX. �s ®/ �, r' _- r' 7i 28 L.F. �3s / ''Q 0.50/. C.B. RI 0 Aso 80 M f:;,;;: _ S�t9H F2 c'oo 15" HDPE i 3.7> c�Q 5:�.`?9 �' i �`��� s 167 LF 10" DIP . �47.4��2 B F 2 , QQ G a„ p s.r-�_ �,.©-�._ 249 0.85X''�6 ' 0.5 ........ c, - �^ 2% C 347 / ME�tG -s D 3 R=36i 35 CONSTRUCT Y f ' G 338.5� } �F -� s " _ o �B F`/= 355.85 spo /- M j 2 y - U ''" - G369 21 } F s OVER EX. STORM PIP - F-�__ 335 2 Z� pg9 �`'� ca '~ " RIM 347.00 �M s 2g _- p D / q\, SMH Fa ,pE 35C RIM 346.8 s INV. 338.87 a $ V. 339.80 �Q - - 248 t s _ , 28 L.F. �.. 15 1 rr HDPE. ~;' � �. _ - _ s �'•�.�. 3• MH f =� j 104 LF n.I ~5 R rr ~v 0 Gt1A :CAST 0 i @ 15" HDPE 24 ASH r<' tea, �, C TE G F3��� 3 ,, Ode pP1337.51 CLEAR VINES AND; PUMP STA, s U, 1) ,;r ES •. (SE DETAIL•) . �{ p LIMBS TO 15' `� -_...✓ �2 =' ate'' `S V. 339.39 S' �V IN 3 39.0 4 34 p �r - - ..._ INV. UT 339.14 5��INV'-OUT 338. /- 3 ` 5 r 8` L H o.---------- IN_.. REPLACE EXISTING GRATE AND FRAME WITH MANHOLE _ so *�, -346 31 COVER AND RIM EL. ` REMOVE DEAD ' �`�;�'; 5 `� iE Q �,' �= >. T0. MEET FI TRADE F_-3 TREE TRUNKS a -�. B s 24 L.F. 8" DIP-- • __ __ D „ 2.6x o -•� ---_ _ p 4• r :rt , LIGHT POLE WITH REMOVE SAPLINGS- .�` REMOVE 12 PIPS o �� » -- \ LIGHT (TYP.) ~ cs� AND REPLACE WIT S.waX �-i f,e ar d � /=34 ,c DOWN :. G�onr Te% SEE DRAWING S-4 "PART PLAN"( " • •INV. :� P ofiori I -325 8/ (24 `:�. 15 HDPE !� .6.00% Pu s' i 33 >, REMOVE REMOVE PIPING / 5' !i .At/ar�li I'o I 4 �a OAK O!/ AND .STRUCTURE ` �~ 14 L.F.1011 DIP GENERATO PAD Easenf ' CONTf7i 0 5 ` r REMO ETA&t k FtEQUlRED r� 329.56 � moo ;= - :_ _ _.._ I . _..Q as __ v REMOVE TRIPLE MULE) 9 70 CS J- 95 t j _...._ 10ae MAPLE ATION Rd - ;=y=3279 - - - - - - --._.. ... -_ -- _. _ 005 P 1 �. .4 5 ©� 7, ABOVE - HW E-1t a P18iP STATKW - ; , 340'. 35 r ►a Hlv E 48 '` _ - 1-32E 97 ADJUST HEADWALL ! wER EL ` - 8:70 •.._._.. _. ``. H!y , .,- REPLACE EXISTING FENCE Ei/ 2z, , 6AAPL.E-.__.._. _ - - _ 6' H CHAIN N /F/CE _ J-2 REQUIRED WITH T. C N LINK- /33 ..�� -- ENCE F _ - •_ 5.75 ` - F - OR PUMP STATION ! _R,9MOVE 18" CEDAR REMOVE 24" MAPLE f 2Z.3 - - - . fiD-- -_ NV. 32 (IN) , ��'E ------ 786 3230'22- Ty CB REMOVE 2t}" MAPLE - .•__20" MAPLE -6 L� P i. i PRIVET HEDGE p u. ra -._._._ __.p G-325.87 _ ,��� , � B• � >� � -�2 ._-M �� p - p _._..__. ___ _ _ .._. �. ---- REMOVE WE. BF�ANC�' 75 ._.___•--_. ._.-�- - 0S � 3. . /3� ._ REMOVE SAPLINGS _ L T�- PRUNE PRIVEI"__1�EDGE- HEDGE - REMOVE 24" - � /= T2 27 ; G-3258 /R O U ; RE -- MOVE SAPLINGS E DEAD T 30 MAPLE -• rr _1... - • ~ - - REM it GE V VINES -REMOVE 30 PRUNE PRIVET HEDGE i DEAD TREE REMOVE SAPLINGS " l- 3 D - _ REMOVE 10 E ,�- / ____ f - ... _..__._ 20" MAPLE C � Ex. , -------'- : T.0 REMAIN r --- 'ram , _ END OF PRO L CURB � W2 �w3 � -- � _ __ - , LAN$SCAPE filsifiti 2 L ' ---_. . MAINTENANCE WORK I REMOVE PIPING 1 PE 30" ASH. 2.8" ASH. N T REMOVE -RE TYPE 'BB' E _ T EX. INV. CLEAR VINES AND 182 WILD ROSE AS REQUI CURB C.B. J-3 PRUNE i g' .Str�,et REMOVE V S LIMBS TO 15' " NYr � _ rr 183 INSTALL CURB 04?77 1,-70 I END OF PROPOSED 30 ASH �,yr RESHAPE AND SEED TWIN 1D" MAPLE a TRANSITION FULL DEPTH 184 E MARKER RES LANDSCAPE 2�" '� EXISTING SWALE CLEAR LIMBS REMOVE VINES AND PRUNE AND . LIMBS TO 15 PAVEMENT NYrEXISTING SWALE MAINTENANCE WORK REMOVE S BEYOND NEW EDGE '' FROM TRESL , f -• -, � stop � . 12 A 985 r OF PAVEMENT (TYP.) c..a I , _..___ _-__ ____..__.__..:.•._._._____ s1oN (TYP) BEYONDNEW EDGE ado OF PAVEMENT pN PLACE SHOULDER DEPTH PAVEMENT' SECTION • 0 _ TO CREATE. 3' WIDE CONTINUOUS ASPHALT EXISTING • WHITE PAINTEQ SURFACE BETWEEN EDGE OF PAVEMENT AND EDGE LINE RESHAPE AND SEED EXISTING WHITE PAINTED EDGE LINE. EXISTING SWALE BEYOND NEW EDGE Q? REMOVE EXISTING PAVEMENT IN EXCESS OF 3' AS REQUIRED. OF PAVEMENT (TYP. C� (TYP. ALONG FRONTAGE ON KING STREET) NOTE: 0 15. 30 60 NOTES: BASE SURVEY, TOPOGRAPHIC, LAYOUT, GRADING ' 1. RESET ALL.EXIST'ING CATCH BASIN FRAMES AND GRATES & UTILITY INFORMATION TAKEN FROMDRAWINGS FOR "CHANCELLOR PARK at RYE BROOK {It)(12/98) ' AND MANHOLE FRAMES AND COVERS TO REMAIN TO FINAL , ELEVATIONS. ADJUST ALIGNMENT AS REQUIRED TO MEET PREPARED BY DOLPH ROTFELD ENCRINEER.ING, P.C. CURB IF APPLICABLE. i� \4?i(7t_%\ ? _'} 1�1�5"' ` . STONEGATE m BELLEFAIR Villager of Rye Brook, New York Forest City Daly Housing 1775 Broadway, Suite 701 New York, NY-10019 DmEy * TuNG + S E Divney Tung Schwaibe, LLP Planning One North Broadway Engineering White Plains, NY 10601 Landscape Architecture 914 428 0010 Environmental Services 914 428 0017 FAX Project Management THE MARTIN ARCHITECTURAL GROUP 240 North 22nd Street Philadelphia, Pennsylvania 19103 JOHN P. SLAKER DESIGN GROUP 339 Route 100 Somers, New York 10589 IT IS A VIOLATION OF ARTICLE 130 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS.' DOCUMENT IN ANY WAY WITHOUT THE EXPRESS WRITTEN VERIFICATION OR ADOPTION BY A NEW YORK STATE LICENSED LAND SURVEYOR OR ENQINBER IN ACCORDANCE WITH SECTION 7209 (2). ARTICLE 130, NEW YORE STATE EDUCATION LAW. REVISIONS NO. DATE ISSUE . 09/21/00 APPLICATION FOR MINOR SITE - PLAN AMENDMENT 10/31/00 APPLICATION FOR MINOR SITE PLAN AMENDMENT 01/04/01 AMENDED SITE PLAN FOR SIGNATURE 08/31/01 ISSUED FOR REVIEW 02/15/02 ISSUED .FOR BID 05/15/02 CONSTRUCTION ISSUE, 07/22/02•SITE PLAN AMENDMENT 2 08/21/02 REVISED STORM LINE IN 06/05/03 ISSUED FOR SITE PLANAMENDMENT Q Divoey Tung Schwol.be, LLP 2003 IT'I'ILITY PLAN � I DESIGNED BY: DRAWN BY: PROJECT NO. DATE: 524 09/21/00 DRAWING NO. CD-300'- ENTRY - PART PLAN z SCALE: P' = 10` FLAG POLEAN L- PARTP SCALE: 1" = 10' AREA AT ATIMBER- BRIDGE TO HI"POINT. CIRCLE - PART PLAN Z SCALE: 1" = 10' !.Ci TF.C) is'�:. ,.; ��t i.��! iJGf �UCa;? :i>=. ?t;T `r \i�r',IJ'`..i �•...-..� 'iCJly-k��.g G?1"1G1: `��r. ii CE410, STONECATE AT BELLEFAIR Village of Rye Brook, New York Forest City Daly Housing 1775 Broadway, Suite 701 New York, NY 10019 DivNEY ' TUNG ' SCHWALBE Divney Tung Schwalbe, LLP Planning One North Broadway Engineering White Plains, NY 10601 Landscape Architecture 914 428 0010 Environmental Services 914 428 0017 FAX Project Management THE MARTIN ARCHITECTURAL GROUP 240 North 22nd Street - Philadelphia, Pennsylvania 19103 JOHN P. SLAKER DESIGN GROUP 339 Route 100 Somers, New York 10589 IT IS A VIOLATION OF ARTICLE 130 OF THE NEW YORE. STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY WITHOUT THE EXPRESS WRITTEN VERIFICATION OR ADOPTION BY A NEW YORK STATE LICENSED LAND SURVEYOR OR ENGINEER IN ACCORDANCE WITH SECTION 7209 (2), ARTICLE 130, NEW YORK STATE EDUCATION LAW. REVISIONS NO. DATE ISSUE 1 09/21/00 APPLICATION FOR MINOR SITE PLAN AMENDMENT 02/15/02 ISSUED FOR BID 05/15/02 CONSTRUCTION ISSUE 07/22/02 SITE PLAN AMENDMENT 06/05/03 ISSUED FOR SITE PLAN AMENDMENT © Divney Tung Schwalbe, LLP 2003 � OF NEIW DESIGNED. BY: DRAWNBY: ��Q'( �,pRTi S roe, RW/DM RW/DM O p PROJECT NO. DATE: 524 03/15/01 r DRAWING NO. cc O �� 06AA69 �� OFESsiolt, \' CD-4-90 Dmty + TuNG SaiwALBE Divney Tuna Schwalbe, LLP Planning One North BrDadway Engineering White plains, NY* 10601 Landsogpe Architecture .914 428 0010. Environmental Services 914 428 0017 FAX Project Management THE MARTIN ARC -M, CTUR.AL GROUP. 240 North 22nd: Street Philadelphia, Pennsylvania 191-03 JOHN P. SLAKER RESIGN GROUP 339 Route 100 Somers, New York 10599 IT IS A VIOLATION OF ARTICLE 130 OF THE NEW PORK STATE . EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY WITHOUT THE EXPRESS WRITTEN. VERIFICATION OR ADOPTION BY A NEW YORK• STATE LICENSED LAND SURVEYOR OR ENGINEER IN ACCORDANCE WITH SECTION 7209 (2), ARTICLE 130, NEW YORE STATE EDUCATION LAW. REVISIONS NO. DATE ISSUE S/31/O1 • APPLICATION FOR MINOR SITE PLAN AMENDMENT 2/15/02 ISSUED FOR BID .05/15/02 CONSTRUCTION. ISSUE 07/22/02 SITE PLAN AMENDMENT 06/05/03ISSUED FOR SITE PLAN AMENDMENT r © Divney Tung Schwabe, LLP 2003 PROFILES DESIGNED BY, DRAWN BY. of >'V MS MS ti�P tpp.RTJIy �, PROJECT NO. DATE 524 8/31/01 DRAWING NO. Os4A �'CD --- ------ -- -- .... .... .. . - ------ ------ - STONE GATE 6 X 6 WELDED WIRE MESH FOR 6" AND 4" DEPTHS OF CONCRETE (WALKS) AT r-4000 PSICONCRETE (VARIES - SEE PLANS) WITH LIGHT BROOM FINISH T WALK YS • _ *4 REBAR SPACE 1211 OtC. BOTH DIRECTIONS AT AT LOADING AREA AND REFUSE BELLEFI-1-M CL -019 -1Y A AND UTILITY PADS EQ. EQ. 101 PH W /EURCE ESS 6" THICK, 4000 PSI CONCRETE GRASSCRETE, INSTALLED/ CONSTRUCTED BY LICENSED CONTRACTOR FOR AUTHORIZED TOPSOIL A Village of Rye Brook, New York BY BOMANITE CORPORATION OR APPROVED EQUAL. 4�1 211 ASPHALTIC CRETE TOPCOURSE,COURSE. NY 403.16 NT R1 all 4" COMPACTED LAR BA 0 0 SLOPE PAVEMENT 2Y BASE COURSE, NYSD NO. 304-03 -0 PAVEMENT. 2Y A "4 d Forest City Daly Housing 1775 Broadway, Suite 701 ffill===11111 111,==11111RE 11111-2 MOE, MR5 111 TLC- I I I I I M 1=1 I 10� COMPACTED GRANULAR BASE 11/2" WEARING COURSE 01 CID IQ_ Q�l 0- 0- - FOR CONCRETE WALKS NYSDOT ITEM NO. 304.03 New York, NY 10019 4, ASPHALTIC COMPACTED SUBBASE NYSDOT ITEM NO. 403.17 lop 01 NYSDOT ITEM NO. 403.1 1 7 01111 IF11 111 01 CONCRETE ASPHALTIC CONCRETE HED GRADE 5" NYSDOT 3" BINDER COURSE 2" BINDER COURSE It. 2 1 1 z UJ 0 0 9- ASPHALTIC CONCRETE ASPHALTIC CONCRETE COMPACTED SUBGRADE ITEM 304.03 FOR REFUSE, UTILITY Li I N.III PADS' &LOADING AREA 73 0. NYSDOT ITEM NO. 403.13 NYSDOT ITEM* NO. 403.13 x a. COMPACTED GRANULAR BASE 811 COMPACTED GRANULAR BASE ".COMPACTED SUBS NYSDOT ITEM 304.03 NYSDOT ITEM 304.03 DimEy*TUNG SCHWALBE COMPACTED SUB -BASE Dlvney Tung Schwalbe, LLP Planning One North Broadway Engineering White Plains, NY 10601 Landscape Architecture 914 428 0010 Environmental Services 914 428 0017 FAX Project Management CRETE SECTION ASPHALT ROADWAY SECTION ASPHALT CONCRETE PAVEMENT SECTION GRASS CRETE CON NOT TO SCALE NOT .TO SCALE NOT TO SCALE NOT TO SCALE THE MARTIN ARCHITECTURAL GROUP CONDITION 240 North 22nd Street 5 oil A NO PERKNDICULAR SIDEWALK Philadelphia, Pennsylvania 19103 8 PERPENDICULAR SIDE WALK 6!l R - 1/2" RADIUS R - so, FINISHED ROAD/PARKING JOHN P. BEAKER DESIGN GROUP (SEE PLAN) Y4" RADIUS GRADE WALK PAVEMENT PAVEMENT 339 Route 100 S UT 15' 0" MIN. AWC FINISHED Somers, New York 10589 GRADE 11= 4000 PSI CONCRETE NEW OVERLAY THICKNESS 00 211 MAX. VARIES MIN 1-1/211 1-1/2" MiN.1 4000 PSI CONCRETE ROADWAY SECTION 00 SEE DETAIL THIS SHEET -CONCRETE CURB NOTES: '--REMOVE EXISTING PAVEMENT 1. EXPOSED SURFACES TO HAVE BROOM FINISH VARIES PLAN Sol WICOMPACTED SUBGRADE CLASS 2. PROVIDE 1/2 INCH PREMOULDED EXPANSION CONCRETE F1111 JOINT EVERY 20 FEET O.C. 1-1/2" MIN. 0 EXISTING PAVEMENT NOTE 0 COMPACTED SUBGRADE 1. ALL EXISTING PAVEMENT SURFACES, SHALL BE TACK COATED -A V-6-d- 4#-011 sit it B W-15M TOP OF CURB --BOTTOM OF CURB 1. EXPOSED SURFACE TO HAVE BROOM FINISH 2. PROVIDEY2" PREMOLDED, EXPANSION JOINT EVERY IO'O.C. ELEVATION 3. CURB END TO HAVE A V,TRANSITION FROM W' TO 1" EXPOSED HEIGHT PAVEMENT KEY -IN CONCRETE OUR DROP CURB•- PEDESTRIAN -RAMP 6 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOTES: STAIR RAIL (BOTH SIDES OF STAIR) DROP CURB DIAL S(XT 1. FOR CURVED MEDIAN BARRIER WHERE CURVES ARE 1211 WHERE SHO�N GREATER THAN 3 - 45 THE BOX BEAM SHALL BE (3/W' OW HOLD LIN tLANb 2'MIN. TYP. SHOP WORKED TO THE REQUIRED CURVATURE COORDINATION WITH PAVER UNITS AS SPECIFIED BY LANDSCAPE ARCHITECT -CONCRETE CURB X 3- SLOT IN STEEL 2. USE NYSDOT TYPE I END ASSEMBLY DETAIL, EXP LANDSCAPE ARCHITECT 11 (WHERE SHOWN FOR W'- DIA: SOLT 6 WASHER STANDARD SHEET M606-3.AT ALL GUIDE RAIL JOINT SET STAIRS TO FINISHED GRADE AND SITE ENGINEER ON SITE PLANS CORSI 61' X 61' X Va." CONT. HOLLOW TERMINATIONS EL. AS SHOWN ON PLAN THICKNESS OF PAVER UNITS REQUIRED ON PLANS)- OUTSIDE SPLICE DERIND STRUCT. STEEL TUBE DOWELS, tv %I1 x 3Y2!' SLOT IN STEEL AND a W/ SLIP BERM END ON iALK OR le EXP. JT C NCEET� WOEEL %,, Dw HOLE IN POST, FOR Yg,, DiA. BOLT LANDIN•G SHOWN (SEE DETAIL BELOW) R STL. V x Wlie x 1/4" x 4Yz" I.G. 14' DOWELS, 18" D.C. WITH SLIP END r COMPACTED SUBGRADE ON PLANS CL CL PLAN 4" WIDE BLUE STRIPING SECTION A -A oil 1511 6-x6- #6x#6 WWM W (TYPICAL) V LLJ GRAVEL V) BEDDING L PAVERS (SEE LANDSCAPING DRAWINGS) SIATR DETAIL W GAL�, HMI R 2 _#3,,BAR CP W 12 HANDICAP PARKING SYMBOL (BLUE) J BOLT WITH FLAT WASHER STONE) CM BAR 4" I.G. %OTS Vil DIA. x LG. STO. HEX 3&-011 EDGE OF PAVEMENT/ 1/2 TOP It OOTT. B" 12" 16. FACE OF CURB TYPICAL SPLICE DETAIL > " 27" IN TANGENT SECTIONS VARIES 1 1/4' DIA. STEEL STAIR - RAILING, CONTRACTOR 61 TYPICAL AJ IN TRANSITION SECTIONS oil TO SUBMIT DETAIL FOR4, I APPROVAL. MOW 314, EXP. I "ED VARIES ftEEL- JOINT rGRADE SLIP IMPACT 1/4 V 3 TOP OF TREAD OR LANDINGI aw ASSEMBLY z if-Oli EL. AS SHOWN (TYP) , 1„ NOSING TYP 151/4 6.7 POST ON PLANS D.C. 91-0!; 91-00 I&,DOWFLS I 1. �0 . I W SLIP END 1 �7- �11 11 RADIUS% 3"g #2 BAR 3 12" 17 -LOCK-SET POST ANCHORS T ALL NOSES AY ;T FOR "U" POSTS. INSTALLED PREMISSIBLE CUT ALONG D.C. EACH WAY to IN ACCORDANCE WITH 21 THIS LIINE FOR DRIVING (T YP) 3 CRUSHED STONE MANUFACTURERS SPECIFICATIONS ELEVATION BROOM .77 FINISH END VIEW 11/4 23/8 DETAIL OF STAIR SIDE(TYPI STAIR SIDE TYPICAL ON EACH STEP( AYOU EL. AS SHOWN ON PLANS SIDE AND CONTINUOUS FOR THE 0" RISER/11' TREAD) OF ARTICLE 130 OF THE NEW ENTIRE LENGTH OF STAIRWAY SYSTEM IT IS A VIOLATION FOR ANY PERSON 8" x 1/4 x24"STEEL PL. 4 YORK STATE EDUCATION LAW TO ALTER THIS DOCUMENT 114 ANY WAY wrrHouT THE EXPRESS WRITTEN VERIFICATION OR ADOPTION ------- BY A NEW YORE STATE LICENSED LAND SURVEYOR Y OR ENGINEER IN ACCORDANCE WITH SECTION 7209 (2). ARTICLE 130.NEW YORK STATE EDUCATION LAW. CONCRETE STEPS WITH HANDRAIL HANDICAP PARKING SPACE TRAFFIC SIGNS BOX BEAM GUIDE RAIL 12 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE REVISIONS NO. DATE' ISSUE 08/31/01 ISSUED FOR REVIEW NOTES: 02/15/02 ISSUED FOR BID LIGHTING WILL BE CIRCUITED TO PROVIDE FOR EVENING AND 05/15/02 CONSTRUCTION ISSUE NIGHT (LOWER LEVEL) MODES OF DIA, MAX. PAYMENI LIMIT FOR PAVEMENT REPLACEMEN: 30 7_4 911 Dik SPUN ALUMINUM COLLAR OPERATION. 05/15/02 CONSTRUCTION off 1%" CONTINUOUS TOP RAIL ISSUE Walk APPROVED CAP MAX. NOTE #11 ----.06/05/0 ISSUED FOR SITE PLAN AMENDMENT 1Z� So' OR . I J-6" OR AS, SET CONCRETE FOOTING RM ORDERED ORDERED WITHIN PMESTMAN WAX AWA SAW CUT LINE -\ 311 O.D. TERMINAL POST 2 3/8 O.D. LINE POST LIGHT POLES AND FKTM SHALL BE AS SAW CUT LINE MAWACTM 9Y STERNIM LICHRING AND ARE AS NOTED: 211 WATER PROOFING SEALANT 3/16 X 3/4 "SQUARE EDGE, POLEs SMNM 400-DT + STRETCHER BAR AND. 1/8 8II.DIA. 16 GA. GALVANIZED BANDS BOLTED 1511 ox. MAX. FKW- STEINM IWAS/506176M FABRIC TIES 4 'A STEEL SLEEVE 1211 ox. MAX. LAKE &ff. IM METAL WIN, ALUM EXISTING < EXISTING NOTE 62, NG I . 1 .4 FXW WA WICAP RAW ON HIGH POW CIRCLE PAVEMENT 09 GAUGE, 1-3/4" BLACK DIAMOND PAVEMENT 11 ISM111 4 4 •3000 PS10ONCRETE SHALL MATCH EXISTING FIXTURES POLYVINYL CHLORIDE (PVC) SHAPE TOP 1.11. 1 - USEt-STEMM 51WC COMPACTED DRY SAND COATED GALVANIZED STEEL MESH SHED WATER U&IT75W METAL HAIAE, VWE GREEN UNDISTURBED MATERIAL BACKFILL . UNDISTURBED MATERIAL 07 GAUGE PVC COATED GALVANIZED RATED) FW FINISHED GRADE HIGH CARBON STEEL COIL SPRING C Divney Tung Schwalbe, LLP 2003 ;RENCH WIDT 8" COMPACTED GRANULAR BASE -TENSION WIRE NYSDOT ITEM NO. 304.05 PATTERN TO MATCH POLE DRAWING TITLE: IIII) hill ANM BOLT ATE A .4 1211SQUARE STEEL BASE PLATE I I CONCRETE FOOTING x 1, REVE& 211 TOP COURSE CLASS 'WI CONCRETE zo NYSDOT ITEM NO. 403.17 NOTES: 3000 PSI 61- SQUARE STEEL SETTING PLATE _=M PER MANUFACTUREII'S 311 ASPHALTIC CONCRETE ALL POSTS,. RAILS, AND ACCESSORIES NO. 4 FEW; LffM 240 DETAILS BASE COURSE NYSDOT ITEM NO. 403.13 SHALL BE 'GALVANIZED OR ALUMINIZED. all NOTESt 1811 - 3/411 DIA. STEEL GROUND SPIKE COMTE FOOTING Oil 1. GROUND SPIKE SHALL BE WELDED TO TERMINAL POSTS SHALL CONSIST OF NOTES: SETTING PLATE AND BASE PLATE. WITH THE cc -1 "_� I Owma seem END, CORNER, ANGLE AND PULL POSTS. 1) IF EXISTING ROADWAY HAS CONCRETE SUB -COURSES REMOVE BASE PLATE WELDED TO THE GROUND SLEEVE. 24" DIiII. DIA, 2.20IMAXIMUM EXPOSED FLAG POLE HEIGHT 21 - OV" THE CONCRETE TO THE NEAREST SEAM UNLESS OTHERWISE APPROVED U 2) ANY ADDITIONAL DEPTH BETWEEN EXISTING CONCRETE SUB -COURSES AND -THE 5" OF NEW ASPHALT SHALL BE FILLED WITH GRANULAR BASE (ITEM 304.05) DESIGNED . BY: DRAWN BY-' of Ne)p US NIS <I? ONRTIA& PROJECT NO. DATE. Cl IC I 524 ASPHALT PAVEMENT FLAG GROUND SLEEVE CHAIN LINK FENCE LIGHT POLE AND FOOTING DRAWING NO. -H REPLACEMENT AT TRENCH 15 NOT TO 'SCALE 16- 13 NOT TO SCALE 1.4 NOT TO SCALE NOT TO SCALE 06446 SN403,16 �U k COMPACTED _E101 11111Z�FIIIII= :SEP 1>11 WI:API COUR SE CD - 6. 1 L f`I..IDTT!E- 8'� rvv-ltt Iuclk� 4"eve r o PRECAST CONCRETE STONEGATE FRAME AND GRATE PATTERN NO. 2501 FOR CATCH 15ASIN TRAP CATCH BASIN AS MANUFACTURED BY (0 A CAMPBELL FOUNDRY, HARRISON, NEW JERSEY EXISTING GROUND SURFACE ZXJL OR APPROVED EQUAL. CY q Cy in TOP OF. CASTING LEVEL (n Z WITH TOP OF CURB to T I. . Illl MAXIMUM PAYMENT LINE FOR BELLEFAIR. 1-011 Z'4 B Cr 5 04 lily EXCAVATION > W FCONC.CURB MAXIMUM PAYMENT LINE FOR III IIIVffiaae of Rye Brook, New York DELETE CURB DROP BACKFILL COMPACTED TO PLAN LIIA FRAME AND GRATE AS -MANUFACTURED BY EXCAVATION lilt 95X DRY DENSITY UNDER FOR TYPE 18 CAT. NO, 3451 OR PAVEMENT CATCH I H BASIN alp APPROVED EQUAL. lilt 2 COURSES MASONRY 11-011 MAX. (TYP. ALL AROUND) FACE OF CURB CN14 CAMPBELL FOUNDRY -PAVED AREAS (TYP.) A 2 COURSES MASONRY BRICK Cost Iron Hood INVERT N BRICK FOR LEVELING 6" FOR LEVELINGPUR ES POS CAMPBELL PATTERN NO. Forest City Daly Housing 0 PURPOSES 21-6" lilt lilt CAST 2 COURSES OF BRICK 1775 Broadway, Suite 701 IRON SPS�L (0 To A R N STEPS EQUAL OUTLET FOR FINAL ADJUSTMENTII # New York NY 10019 j OUTLET PIPE 4 BARS 12" O.C. CL CAMPBELL PATTERN NO. 2589-2 BOTHWAYS OR AS DIRECTED W PIPE 611 COMPACTED 00 OUTLET r75 M "6RUSHED STONE PRECAST CONCRETE V4 (n Fri PIPE > W-1 40-01' -611 .7 PRECAST CONCRETE SUMP WITH 6111 GRAVEL POCKET B Cost Iron Hanger Plate 611-' 611 (TYP.) MAXIMUM PAYMENT LINE FOR 00 000I I L EXCAVATION NOTE: CATCH BASIN TRAPS TO ISTURBED BE. INSTALLED IN ALL CATCH UND' M 10= 111,01, "MI 4 BARS 811 O.C. BOTHWAYS -WALBE MATERIALS 611 COMPACTED SAND BASINS AND YARD DRAINS DINNEY TUNG Sa UNDISTURBED OR CRUSHED STONE 611 COMPACTED SAND OR NO. 2 PLAN �1._ 'MATERIALS UNDISTURBED MATERIALS CRUSHED STONE I Divney rung Schwalbe,'LLP Planning SECTION A -A SECTION 676 SECTION-B-B One North Broadway Engineefing i White Plains, NY 10601 Landscape Architecture 914 428 0010 Environmental Services 914 428 0017 ct anagemen CATCH BASIN YARD DRAIN INLET EXCAVATION FOR STRUCTURES NOT TO SCALE NOT. 'TO SCALE II NOT. TO SCALE THE MARTIN ARCHITECTURAL GROUP 240 North 22nd Street FINISHED GRADE SEE CLEANOUt DETAIL CAMPBELL FOUNDRY FRAME. AND GRATE —I CONCRETE Philadelphia, Pennsylvaiia 19103 EXISTING GRADE HIS SHEET MODEL NO.1254 ENCASEMENT CUT INTO MANHOLE C.I.P. PLUG MARKED "DRAIN, RYE CAP BROOK, NY" OR APR. EQUAL SOLID SELF SEALING RUBBERRISER SECTION COVER WITH 2 PICK HOLES (TYP.) GASKET (TWO PROJECTIONS) C.L. RISER PIPE TEMPORARY 12" MAX. ADJ.TO GRADE __,2411 ASTM C443-OOT 2" X 4" MARKER ALUMINUM M.H. STEPS 0. WITH BR. OR BL. CUT 1.8" ABOVE GRADE Ir NON -SHRINK GROUT 1811 OR CONNECT TO BUILDING C.L. MANHOLE WYE BRANCH CONNECTOR AT 12" O.C. MIN. LENGTH _j SERVICE 6" C.I.P SLEEVE LUG CAST ALUMINUM MANHOLE STEPS 3000 p.s.i. CONCRETE FINISHED GRADE LEAN OUT WITH PLUG ALUMINUM STEPS C, "Y" BRANCH lilt JOHN P. SLAKER DESIGN GROUP 46nn CONIC. CONE PRECAST CONC. RISER SECT. 339 Route 10589 SANITARY SEWER PIPE MANHOLE-REINFORCI MAI 1111Q11 04 Somers, New York FOR JOINTING SEE SPECS. INVERT SHOWN ON PLANS OR *JOINTING- SEE MTI COMPUTED FROM MANHOLE DETAIL "N' SHORT RADIUS RQutRE W RKTAIL "I > CENTERLINE TO MANHOLE AETE, 4 DIA. PRECAST CONC, 306 BEND S�Ao*%4 I I ffw PVC RISER CENTERLINE NIPPLE- t0l RISER SECT.-REINF. BY MFGR- 00,10A j0f k n`Ot�GL VARIABLE LENGTH _,,v [lilt -A PRECAST CONC. M.H. TAPER 3: S LU 6" MIN Q I UNDISTURBED OR 61L� IF REQ'D-REINF.BY MFGR. is PLUG WHERE INDICATED ON U11NUM CRUSHED STONE AL GROUND NOTES: DRAWINGS AND AT END OF RUN I A21 STEPS 12" C.I.P. OR PVC ION Li TRENCH EXCAVATION O.C. TYP.) 1. MIN. SLOPE OF LATERAL 1/4" FOOT EXCEPT OTHERWISE NOTED. ITT PAYMENT LIMIT PITCH TOWARDS INVERTS (TYP.) NOTE INVERT Lip �O BE AT I Ill Z LENGTH AS REQUIRED.- S P, Ill — — W 0 SHALL BE USED IN UNPAVED AREAS ONLY, SAME ELEV. PE UTLET ANGLE 0: 0 2. MAX. SLOPE OF LATERAL AS DETERMINED BY GRADES OF (UNLESS DIRECTED BY 1►t litAS REQUIRED Cx., L 6" MIN.-3/4'-' CRUSHE ' .. MAIN LINE AND BUILDING ELEVATION ENGINEER) PLAN LONG. RADIUS' MANHOLE BOOT STONE TO TOP OF PIPE 90, 3. NO CHIMNEY TYPE CONSTRUCTION SHALL BE PERMITTED. 0 EL BEDDIN ---- :4v INVERT LIP TO BE AT SAME Wit INLET GRAVEL (TYP ELEV. AS INSIDE CROWN (TOP) - LATERALS MUST REST ON UNDISTURBED GROUND OF LARGEST PIPE BUILT NOTE: j 4. CLEANOUTS TO BE INSTALLED EVERY 50 FEET 2, INTO MANHOLE INVERT TO BE = C,L. MANHOLE MANHOLE BOOT 4; CONSTRUCTED OF BRICK MASONRY. OR WHERE SHOWN OR AS DIRECTED L6'- MIN. .. i 1� -ALL PIPING IN TI+S. DETAIL IS C.I.P. 5. SEE CLE-ANOUT,THIS SHEET FOR MORE INFORMATION. GRAVEL BED SLCTION 611 Az� `LE E LINE CLEAN OUT -E PRE-C T. DROP MANHOLE SANITARY SERVICE PRECAST SEWER M A'1'4'H 0' L 7 5' NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE PAVEMENT OR TOPSOIL, SEE PLANS WATER LINE EXISTING OR PROPOSED FIN. GRADE SURFACE GRADE SEWER OR 51/4-1 SHAFT IMP DRAIN LINE BACKFILL TO 95Y RELATIVE COMPACTION A DRY DENSITY AT NOTE:' OPTIMUM MOISTURE u), UNDER PAVED AREAS AND 90Y UNDER FOR ANY CONDITIONS OTHER THAN 10, MIN. 101 MIN. 10'MIN-CLEARANCE SHOWN AT RIGHT THE FOLLOWING W LANDSCAPED AREAS (TYP-) REQUIREMENTS SHALL BE MET THE JOINTS OF THE SANITARY SEWER OR 1 > STORM DRAIN SHALL BE A MINIMUM ADJUSTABLE OWATER IPE O.ID_.L, PIPE -PIPE O.D OF 101 FROM THE POINT OF CROSSING. CAST IRON THE SANITARY SEWER SHALL BE MAIN VALVE BOX 1H —'b " MIN. SEE NOTE MINT O.D. 2 CLASS 150 PRESSURETIPE AND THE 20' MIN. BELOW STORM DRAIN SHALL BE LOCK JOINT PRESSURERIPE. WHERE THE ABOVE CONDITIONS CAN NOT BE MET., THE NOTE: SIMILAR INSTALLATION y WESTCHESTER COUNTY DEPARTMENT OF HEALTH WILL BE NOTIFIED AND FOR CURB Box OR SERVICE LINE M 6" MINIMUM PIPE COVER ITS APPROVAL WILL BE REQUIRED. Uj SANITARY y OR STORM SEWER SUPPORT BOX WITH W ER OR ATER LINE COMPACTED BACKFILL IMPORTED GRANULAR TEz MINIMUM OF THREE II STORM DRAIN (PRESSURE PIPE), WHERE THE WATER LINE PASSES BENEATH THE (3) COURSES OF BRICK TO NATURAL GROUND SEWER LINE OR STORM DRAIN, THE JOINTS OF MATERIAL COMPACTED NO* SANITARY SEW ST THE PIPE SHALL BE A MINIMUM OF 101 FROM Y4" TO 11/2" 6" MINIMUM PIPE BEDDING CONCRETE BEARING PAD TO SEWER PIPE SHALL 101 MIN 101 MIN. CRUSHED STONE AGGREGATE THE POINT OF CROSSING. (3/4" CRUSHED STONE) BE USED WITH PVC PIPE BE CLASS 150 PRESSURE PIPE AND THE STORM BRICKS TO BEAR ON PAD NOTE: TO TOP OF PIPE DRAIN SHALL BE LOCK -JOINT PRESSURE PIPE. WHERE k 10'HORIZONTAL SEPARATION CANNOT BE (FLEXIBLE PIPE) OBTAINED DUE TO FIELD CONDITIONS. THE VERTICAL IIII VALVE SIZE +.12!L NOTE, CLEAR DISTANCE SHALL BE A MINIMUM OF 1811;HOWEVER UNDISTURBED GROUND/VIRGIN SOIL REQUIREMENTS AS STATED IN THE TWO CONDITIONS ABOVE WILL ALSO APPLY WHEN HORIZONTAL SEPARATION BETWEEN THE SEWER AND WATER IS AN EXCEPTION TO THE 101 MIN. HORIZONTAL DISTANCE. LESS THAN VIAND VERTICAL SEPARATION IS LESS THAN.18". WHERE THE ABOVE CONDITIONS CAN NOT BE MET, THE WESTCHESTER COUNTY REQUIRES SEPARATE APPROVAL FROM THE WESTCHESTER OF ARTICLE 150 OF THE NEW DEPARTMENT OF HEALTH WILL BE NOTIFIED AND ITS APPROVAL WILL 13E REQUIRED. DEPARTMENT OF HEALTH. IT IS A VIOLATION YORK STATE EDUCATION LAW FOR ANY PERSON NOTE, WHEN SEWERS ARE TO BE INSTALLED: IN FILL .SECTIONS, THE CONTRACTOR SHALL TO ALTER THIS DOCUMENT IN ANY WAY WITHOUT THE EXPRESS WRITTEN VERIFICATION OR ADOPTION INSTALL CRUSHED STONE, GRAVEL OR APPROVED STRUCTURAL FILL. ----------- BY A NEW YORK STATE LICENSED LAND SURVEYOR OR ENGINEER IN ACCORDANCE WITH SECTION 7209 (2), ARTICLE 130,NBW YORK STATE EDUCATION LAW. CROSSING OF WATER MAINS AND PARALLEL SEPARATI-ON. OF WATER MAINS WATER VALVE Box. TRENCH 11 A SANITARY & STORM SEWERS AND SANITARY & STORMS SEWERS 10 NOT TO SCALE REVISIONS NOT TO SCALE NOT TO SGALE NOT, TO SCALE NO. DATE ISSUE VIEW 08/31/01 ISSUED TOR RE 02/15/02 ISSUED FOR BID 171 05/15/02 CONSTRUCTION ISSUE 1 01/31/03. ADDED FENCE DETAIL 12' 21- SWALE' 06/05/03 ISSUED FOR SITE PLAN AMENDMENT INLET 0I 81111.x 810 X 1/441 STEEL PLATE OUTLET.,! ()i3rKlImr., 9211 30... DIA 5'.' x 5" POSTS 210 5" x 51, POST' BATTER WALL 2" PER FOOT, (TYP.) 11/4-1 PICKETS TILT STONES INTO HILL n n 2" x 3 1/2" CAMPBELL FOUNDRY FRAME o 16, L AND GRATE MODEL NO. 1206 OR APPROVED EQUAL TOP RAIL tJ�PLAN VIEW 0 II O 0, SOLID CONCRETE BLOCK 211 A 6-1 Y411 GRAVEL --,II OW OUTLET--\ INLET BOTTOM RAIL (4) 211 x'21' ANGLEIRONS, > 7. ivney Tung Schwalbe, LLP 2003 ;. (9) D 1811 HIGH, WELDED TO 0 opoc6c .*.-6" x 6" DIP TEE PLATE DRAWING TITLE (4).3/811 x 3" EXPANSION 0 0 Q 50 TO 100 POUND ANCHORS IN EXISTING O 0 0 STONES CHINKED 0 PIPE SUPPORTS, 2 REQ, STONE WALL L WITH SMALLER STONES Ir ELEVATION ELM 611 D.I.P., CL. 52 )0 C SO tb0c DETAILS E/U I: j.. —EXISTING STONE WALL )�ID POST DETAII FINISHED GRADE ICY! WFE E OD., NOTES VARIE 1. 4000 PSI CONCRETE 411 PERF. PVC UNDERDRAIN• SECTION VIEW 2. H-20 . LOADING DESIGNED BY: DRAWN BY* CONNECTED TO DRAIN M8 M OF NEW PROJECT NO. DATE! LR 'A, gpRTIN 524 08/31/01 PROPOSED FENCING ON EXISTING DRAWING NO. I - A GREASE TRAP DRY MASONRY WALL STONE WALL ALONG' KING STREET 12 NOT TO SCALE 1.3 1.5 NOT TO SCALE NOT .TO SCALE W CAP I L JB LER LINE CD-6.2 STONEGAY'E 28" SQUARE CAP 24" X 24" PIER CAP- 2'-0" 2'-Orl (SEE SPECS.) 24" SQUARE COLUMN AT 1'-2" INSTALL, SIGN WITH ANCHORS EXISTING STONE WALL .� j PROVIDED BY OTHERS CENTER PIER ON CENTERLINE OF EXISTING STONE WALL STONE VENEER .. ( BELEPAIR (SEE ARCHITECTURAL SPECS.) °• ° M° STONE.- 16" .X 20" WALL CAP _ ( INSTALL ANCHORING DEVICES PROVIDED 1 3/4,� MORTAR . �_ ° 1(SEE SPECS,) �ciT k jail aT„_ TING BED (TYP.)..::. ".MORTAR JOINT ( BY SIGN MANUFACTURER Village of Rye Brook, New York STONE VENEER ° 1° ° _ o l� t1 I FILL GAPS BEHIND SIGN WITH MORTAR TTYP—.rTSE`E- SPECS.:A, 11 1- CRAMFER FINISHED GRADE !° '- • ° � ° 00 ( � 3 PLAN VIEW } Forest City Daly Housing p _ _ I 28" .SQUARE CAP I 1775 Broadway, Suite 701 j _ _. _ _ _ _ _ _ _ _ ._... _ o ' �`� ' � '� � 24" SQUARE COLUMN New York, NY 10019 ' cTY .}-' . " — PATTERN SHOWN FOR ILLUSTR 4TIVE ° ° p ° _ STONES AND SAMPLE PILLAR TO BE i -� 6 REBAR a - °' OR° , PURPOSES ONLY -SEE ARCHITECTURAL co - APPROVED BY OWNER'S REPRESENTATIVE i C E 12 O.C. (TYP.) ° (TI,, ' , ° E. , SPECIFICATIONS FOR PATTERN •b ` ' , ° CONCRETE BASE (SEE SPECS.) ° p ROUGH CUT GRANITE CAPSTONE ELEVATION EXISTING STONE WALL , f' • ' • TO MEET NEW PIER {SEE SPECS.) CiivNEY ♦ TUNG • SCHWALBE °,,� „ 4 �� „ RANDOM SET FIELDSTONE s t . _ s 12 p 2 �lo b' .. t2 (MIN. 12" DIAM.) IN MORTAR a ° ° • p BED (SEE SPECS.) ° ° . " : ° _ Divney Tung Schwalbe, LLP Planning Ll I %° p �? One North Broadway Engineering °' ° ° ' NOTE: M White Plains, NY 10601 Landscape Architecture 914 428 0010 Environmental Services _ SEE. ARCHITECTURAL SPECIFICATIONS FOR STONE VENEER 2" - 3" RECESSED JOINTS L .�,. ° i s .,y ' p �,.:...... ...°..; .d.,, �1... ' 914 428 0017 1=AX Project Management ; ° • p •-I �`� ° • p ° _ I �° ° • _ PATTERN AND COLOR AND FOR MORTAR COLOR. DARK GRAY MORTAR o� �oo°oo �oo _ Io q� oo ° oo �oo�°o o�° o�°o SEE DETAIL 3, THIS SHEET, FOR ADDITIONAL PIER INFORMATION FINISHED GRADE +6 REBAR 0 12" O.C. TYP. PLACE REBAR 3" CLEAR III THE MARTIN ARCHITECTURAL GROUP FROM ALL SIDES 8 N0.4 DOWELS „ ° ° 240 North 22nd Street 2 X4 KEY ��. ° '� °� POURED CONCRETE FOOTING (SEE SPECS.) Philadelphia, Pennsylvania 19103 6" -3/q" CRUSHED STONE COMPACTED SU18GRADE SE ;;, s° ` 2 " ° QUARE ° . s" 3. NO. 4 AT BOTTOM EACH • . ° ' '. ° - WAY, 3 CLEAR FROM BOTTOM AND SIDES ; POURED CONCRETE FOOTING (SEE SPECS.) p = o �: ° � o : 9° °',� ' COMPACTED SUBGRAIJE SECTION TEIR OLTI-� WALL SECTION THROUGH WALL PIER. I ° l G"_ " CRUSHED STONE JQHN P. SLUR DESIGN GROUP l 2,% TON 339 Route 100 I _ Somers, New York 10589 i MAI N ENTRY WALLS • LS PIER DETAIL DETAILS 3 NOT TO SCALE NOT TO SCALE I I i i I i I _ i l IT IS A VIOLATION OF ARTICLE 130 OF THE NEW • YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY WITHOUT THE EXPRESS WRITTEN VERIFICATION OR ADOPTION BY A NEW YORK STATE LICENSED LAND SURVEYOR OR ENGINEER IN ACCORDANCE WITH SECTION 7209 (2), ARTICLE 130, NEW YORE STATE EDUCATION LAW. REVISIONS NO. DATE ISSUE 1• 09/21/00 APPLICATION FOR MINOR SITE PLAN AMENDMENT 02/15✓02 ISSUED FOR BID 05/15/02 CONSTRUCTION ISSUE 07/22/02 SITE PLAN AMENDMENT 06/05/03 ISSUED FOR SITE PLAN AMENDMENT ©Divney Tung • Schwabe, LLP 2003 DRAWING TITLE: 'DETAILS r I DESIGNED BY: DRAWN BY: of Nee MS MS PROJECT NO.. DATE• 524 DRAWING N0. C0 A! w NP~ CD-693 9310 Pi,.C); -i:. .. R • .+.'Li ii:i r'ii �'��.,�,�` ��: ..... t'�:�ii ii ...Af Li' ' � I iI � � I� � � I . I . . i � I I I 1 . I I . � I I I � � I . I I w . I I t I I � . I � � � � . � . . � I . I . I I . � � __ I I � � . - � I I . � . I . . . � . I , . . �, . . I I I . . . � . . . . . I I . I . I .. � I � I I I . I I . . I � I � . � . � . . . � I . � I I . . . I � � : . I I . : . - � .� I I � � � I . I L SrW RN -USE MYSM114 (Ift MZVAED OR REAM OXWE Et%WMW . 11 I 111.1 , I � . I � I � I I - I I . I I � � I - . . . I � . . � . I � 2J OR FLATTER .1 I � - _" "Y' ' * . , . I -"7'r - - . - -,- . , "I I ALL TEMPORARY SWALES SHALL HAIE UNINTERRUPTED POSITIVE GRADE TO clr - � . CZ�� =XISTING � � � � I . . I I I I I I � - I A L MW -AS ,MMIM BUT AVr U3S THM 50 FEET . - � - I qw.WIDTN , : 7 !7 � . . � I I . I ]! 1. ,� �, 11 I I � I I , - -_ -1 I Tmw=��T I I � . 1 2 RE-BASrEa PaErSAR M I I I I . T c MT,7 � AN OUTLET. GROUND . * � I I EROSION AND SEDIMENT CONTROL PLAN SPECIFICATIONS � I � I I : � I . : . - - I . � I .. � . I . .. : IACIFA I - V JIM" &Iff LESS rHAV THE R4L #= *OF 111W ff IVNTS . � 3 1 ST&E 4 - III K I . � I � I . I . r a z smm I ilzry z 02��_ MNO ANGLE FIRST STME TOWARD I Iv I � P-DIVERTED MINOFF FROM A DISTURBED AREA SHALL BE CONVEYED To, �--D MIALEVEL ----� � I � A.SEDIMENT � I TRAPPING DEVICE SV` Faa � 1. DESCRIPTION OF WORK I � - I - 1. � .- MXCM Effim . I IV& . - . � . . .. .1 I . .. . ----`7,-"7-` . I I � I , - I , � I . PREVIOUSLY LND BALE . � I I I . . I . I I SINE A I S11WE B I I C /I I � / , SECTION J.DIVERTED RUNOFF FROM AN UNDISTURBED AREA SHALL OUTLET DIRECTLY INTO I 1. EXCAVATE A_6 INCH x, 6 INCH TRENCH, OFFSE7- APPROXIMATELY 2 FEET FROM THE INLET PERIMETER I . Provide allmeans ' . to install, inspect and . maintain, and mporary � I I 1 I I I FAM aff/V - W& BE RAM aV 776 OW ArEA PW TO NA610 OF SME . � I CIVACTED SEMIX . . I I � I � I I I I I � .1 � 1 &I SWAM WfffR -4 SWa *AM FWM M OVIV CWXr& �. I I I htw — . � � , AV UNDISTURBED STABILIZED AREA AT NOPEROSIVE VELOCITY. I - � 11 � I I 0 W 1 61 � . � . 2. UNROLL A SECTION AT A TIME AND POSITION THE POSTS AGAINST I erosion and sediment control measures as shown on the drawings and as required to . � . I I � � I . * I wam . I RI . , $HAL X NO A*9 nE. OM4= IF: .1 MAII , - I MaiMa . FLO - . I `01. I " I a aoww 11 � � � I 1 � 4 ALI TREES, msHsmmPs,oayw1w AND OTHER amenONABLE - , - THE BACK (DOWNSTREAMI.WALL OF THE TRENCH UIET SIDE AWAY � FROM - THE OF FLOW. . I minimize the� erosion and unspecified transport of soil from the site. � I I ; I . I I . � . I .. . I WWAW AIM WH 41400 MAE A9W= If - � . fiN0NDTVAE*W,SSWff.7W. I � I I . . I I ; 11 . I . � I � : , � . AFWTH_ I '�� I I WIRE OR fiYLON BOUND BALES � . . - YffERIAL SHALL RE REMED AND DISMED OF SO AS NOT TO INTERFERE . WITH THE PROPER FUNCTIONING OF THE SWALE . I I FLOW 5.THE . � . I , . I rXW S ME SU FM 3. DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS I , �� APPROXIMATELY Z FROM � . 2. QUALITY ASSURANCE - I � I - Ge heral � . � . . - I ,�'. I . .� � I 11 I - � � i. MI -71t 0� Sl� W iWA ON A MOM, TW . . - � 11 � PLACED ON THEVWOUR . I - FIX . SWAT, SHALL BE ENMATED OR SHAPEOTO LIII&GRADE AND CfflSS_ I 11 M'S W THE TRENCH BOTTOM. . a. . I i I I I . . .. - - I . ,. � " I - 'Smo WILL PMW 74aW d? A9,M, � W_ SO * W WO AMAW. W: OX . . N* _* * 'NW , TMS AW BMW Rff= 7W DOW! WM IB"AL V* AS OWXW � .. � . - I � � . . . . � . [ I SECTION AS V I REQUIRED To MEET THE CRITERIA spEaFis -HEREIN AND BE FREE �v i .� IV ,� .1 -V ,. 07 V, . OF allK PROI&TIONS OR OTHER IRREGULWES WHICH WILL IMPEDE NORMAL � . � . . � I Na RM F& I W M Re I : 4. LAY THE TOE /N FLAP, OF PA&Ric ONTO THE LINDIsruRBED FW __ I IT .� BOTTOM OF THE TRENcH,BACKFZtL THE TRENCH TAMP THE soil- � .i. Install and maintain in compliance with the New York State De artment of . � - � I � p I � I I I . SrAr Ar Exa. I - 19". . � COM'RL Sgwr_ 9VO-Wi*11% Y/AM a? TR4= Wo Afte AW OF I I I I . I I PASM � . WAY W9 BE M&M 4WWW., I . . 1. I - Z I I � I :<-J I . . . <_J FLOW. . . I . I . I . I &FILLS SHALL BE COMPACTED BE EARTH MOVING EQUIPMENT. . [�_' � � RX ,wD I I � . mm 9" 5_oIN sscnays As sHOWN.suPPLEmENr w1GRAVEL AGA;Nsr THE FE CE. I I x nwurll . I Environmental Conservation General Permit for Storm Water Discharges from . I Construction 'Activities. I I I . I � . 1 4 OAM - P�w To LftwnE Wtvamwvws ava W, ama TO I - 11 . I . . MM k IN MW. VA90 WAM SHALL BE MWED TO AN AWNS SMWT- =:= I . - I . . I I � , a � A , . I I 9, � _-A-I TAU EARTH REMOVED AND NOT NEEDED FOR CONSTRU91ON SHALL BE PLXED SO is oRttexa,amw t T= I . \_ &WM ST1W a4O I � '. RAcE a40 oF ST&w wflN Ems rnmy Awme ona ava To svNwmD T11E INLEr. . . ii. ,Retain a copy of the project's Notice of Intent (NOD; a brief description of I . . I I I A . I I 5Y MIN. LLN&TH I I . . I I . . I � � I AS NOT TO INTERFERE WITH THE FUNCTIONING OF THE SWALE. PUN , . � I . 8 INSPECTION AND MAINTENANCE MUST BE PROVIDED #TER EACH ,RAw EVENT - � - 2. WHRE UWE ANDS8I I I AW FXM 7HE 1W. Eg�" TW LINE OF allS 270 10 FUT � . . . � . al ( . . the ,, posted in a prominent place for public viewin * ind a copy of � the Storm Water . I - . NOTES . I . projects . I Pollution Prevention Plan (SWrPP) at the � I I ; � I RM I . I � I I � I. BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE I . OUTLET AS REQUIRED IST481LIZATON SHALL BE 9 PER THE CHART BELOW. SEE ITEM 8 BELOW 11ICrA1 I ATRUI mnrre . . I I I . I . � . 3. A00 MES IN Arm a, NWNG mm a? r x z sr#Es rmw rHE BNz. . construction site from the date of initiation of construction activities to the . I I . 11 . I . . . - . I . ... - � I � . � I I � � � - I . - . . - I . . . I . I I � . � . � . . . - . . . . . � I ; I � I . . � - = wmnn� M M I . . I . � I �. :_ .% . I : 11 . � I - . I I � wmmm� = M mmmmm� = M mmmwm� = = I . 11 m = mmmmm� M M . I . . I . - I .., � -1 I , . I . . - � I . . . . . I � . . I - . . I . - � � I . I . - � . I . . . . - I . � � . I � � I . I I I . I � � I I I I NOTE: I I � I � 0 16 30 60 1 - � . BASE .SURVEY, TOPOGRAPHIC, LAYOUT, GRADING . I � I I I . - . . I I I & UTILITY INFORMATION TAKEN FROM I I � . Z . . - I I DRAWINGS FOR "CHANCELLOR PARK at RYE BROOK (10/12/98) � . � . . - . I I . . � I I . � I - � . . I I PREPARED BY DOLPH ROTFELD ENGINEERING, P.C. � . I I � . . I I I I I . . I . . I . . I . � � . I . I . � . . I � . . I I . � , . . � , I * , I I � . . . - . I I I � � � I I I . I I . I � . I . I . I ADJACENT BALES. 11 I . . � . . ?- EACH BALE. SHALL BE EMBEDDED N THE SOIL A MINIMUM OF ,F. . I I - � I . � � . I � . I .� � - � I I I I BALES SHALL BE. SE URELY RED IN PLACE � BY STAKES OR, RE�RAR . . � I 11 � ANGLED TOWARD P C Y10U CHO t I SL% . . 1, k Y D All TO FORCE BALES TOGETHER, I'll I � I I � - - � . . . I I I 11 � I . 4-, I I I I I I I I , I I � 11 � I � . I I I � � r I I I I I I � . � I I . I I . . � � I I I . : I . I . . . : I . . I . . � I . . I I . � I I . ., I I � � I : � I I . 1. � I , I ___.- � . . . I � . � -i I I . I I � , . � . . . I I I . I I I I � I I I I . - . 11 I I I I . 1, . I � I I I � . I I . I . . - -1 -,---. I I 1. . I � � I I I 1. 11, � I � . I . 11 I � . � . I : I . � I � . ,� � . � I . ,� I � ,// I . I �� . . . I I I I I I I � . . . � I I � � - - I I � I- I I .1 1. I I I , . I I � . � . I I I . I I . I STABILIZED CONSTRUCTION ENTRANCE AND VEHICLE WASHING AREA I � STRAIAIRAI 1= I . 05 I . I I . I , � I I . . � I . FLOW CHAYNEL STABILIZ00N I - . I . I . I ADJACENT BALES. 11 I . . � . . ?- EACH BALE. SHALL BE EMBEDDED N THE SOIL A MINIMUM OF ,F. . I I - � I . � � . I � . I .� � - � I I I I BALES SHALL BE. SE URELY RED IN PLACE � BY STAKES OR, RE�RAR . . � I 11 � ANGLED TOWARD P C Y10U CHO t I SL% . . 1, k Y D All TO FORCE BALES TOGETHER, I'll I � I I � - - � . . . I I I 11 � I . 4-, I I I I I I I I , I I � 11 � I � . I I I � � r I I I I I I � . � I I . I I . . � � I I I . : I . I . . . : I . . I . . � I . . I I . � I I . ., I I � � I : � I I . 1. � I , I ___.- � . . . I � . � -i I I . I I � , . � . . . I I I . I I I I � I I I I . - . 11 I I I I . 1, . I � I I I � . I I . I . . - -1 -,---. I I 1. . I � � I I I 1. 11, � I � . I . 11 I � . � . I : I . � I � . ,� � . � I . ,� I � ,// I . I �� . . . I I I I I I I � . . . � I I � � - - I I � I- I I .1 1. I I I , . I I � . � . I I I . I I . I STABILIZED CONSTRUCTION ENTRANCE AND VEHICLE WASHING AREA I � STRAIAIRAI 1= I . 05 I . I I . I , � I I . . � I . FLOW CHAYNEL STABILIZ00N I - Iff of . Twinm I OW , 6 . A (5 ACIR LESS) I . . 8 IS Aa- 10 ACJ 1 I, : �. 0.� �J&'L . SEED AND ST". WICH SEED L AND STRIW IfULCIlL L I . 2 I I JJ�5= . . I L I SEED AND SIR# MULCH � L I I L _ SffD IPRUAPTE2�M . LINED L J 1, 5J - 8.0;.' I - SEED, AND 'UTE MEESH I PZ L LINED � R PRA LINED -RIARAP48` I 1, . I I I 1 4 I qJ - 20Y I LINED � RIPRAP 4,7 1 ENGINEERED DESIGN 1 4. SwPL,mr w4wa PlffD xNw Tm mEs -SEE xrx I Uale OT the Notice OT uerminatioh (NOT) submission. L . . iii. Install in accordance with th .rawings or New York: Guideline n L . I . Erosion & Sediment Control, Third Printing, 19.91 (R.Y. Guidelines) Lor the I I . - I L I I Erosion and Sediment Contro[Best Management Practice' Manual Series, . L L I I L L S - I L � I . I . L Westchester County, NY, 1991 (W.C. Guidelines), whichever is stricter. L, I I I-L 11 . I L I I . L I I . . . .L . I I L I I Wat L L . . . I � L L L .. I I I I . I I I I I I - iv. Grade and maintain site at all times such that, 611,storm er runoff from I . . I I I . I . L . . .. . . � I L I � I . LL - . L I I I � . L I I . I I . I . . L I 11 I I L I I L . I I I I I r . I I . I . I . I I I . . . . I I I . I I . L . I L L i - L .1 . . I I . L I L . I . I � I I I I � � L .\ I L - . L I - L � . - � . L I I I I . L ''. I L I a' , L I L I I I LL I . . �. � t" . . _�` \ L L . -7-71) 07 1 1 1 1 L I I I L I . . I I I — - - I . I I I I aistUrDea areas is , diverted to SQiIL erosion and sedimentation control f aCil'ti I . I I � . I L L Iles' v. No Changes. to the Soil Erosion and Sedimentation ControlL Plan shall be made without approval of the, Owner'SL Representative. . L . . I L . I vi. No more than 5 acres of' soil, not protected b erosion and sedimentation I I L + I Ll Ly L L I I I I I --_�\Jo . %,%J" I V C;Uoul W,J, f_%J11 e UISLurbed CIL any Time. . L 1 � . "I L ,� ,. L - I � I I ��,� I L . I L I C L I 11 I �1 I�A . I I \ .. I I . I ,� .1 11 . I I �'D L �. I L L I / 1-1 TEMPORARY SWALE 3 / . ____ I L vii. The ontradtor shall COMpJyL with .applicable Federal, State, and local r gulations I I . � I 1. . I e L I , I 17 . L L I . ,L,, I 11\ 11 \. I T I L %, 1 55 L L I L / I '\, I � . . I L . relating to the preVention and abatement of pollution. L I I L� . . L .. 0 . ,.� , . . I U I I I I .L LL I I .__ C_ I , ". - . I I I L lb. Prod ct Data: SubMitL manufacturers catalogue cuts, specifications and inStalloti L I L �� 41 i I L . I G , . 4� / 7 � . � I L ,� ".?. _111 on ,ft, L' , LL I I / / instructions for silt fences, filter fabrics rosion control blankets, trash racks, anti- - L 11 . - I , e , . L I I , .,-- , �, 0 ' r . I I L L I , , �_ .. . k L, _:�___ _� 6.�, 5��? , , ' 40J, I , \-\"-,�/ , , I I . L L , e 01 �� ' I � I I 51 -_ - 0, --'- - f__> ,V %� 1 � L I �� , ( <�, '%,.;�>L , / L I . I . /01 *_ W I _N___J . I I'll - .. I ( _�� <9�) I "I - I . seep CpIlLars, and sediment trap riser and barrel pipes. I � 01 � _�, 1!� 1: L . -_ L % -_ ., I Ira) I " I / L ' I i I N 5, 5 4 4.29 i�I I - 1_� I L ____,�) . 4/ . / - 1\1 1 3. WORK SCHEDULE - � I . . I 1 i . . � . !! ;; I I . ' t I I I . 11 I . 1 � I . , X� I 1111f7 ,-? -7- 362 OD I I > - _�-. . . TEMPORARY ,� a . General: Install and remove meas.ures as noted in the "Se nce of Erosion & . I I I . '� 11, - -- - -- (�'., I . . sediment ControlplLan Imple entation" outline provided onth% drawing. The measures L .. I I L � I I L L L I Kll", �1 \1 � / % E 3 870 , I / - L . - I ,� -\, �,�-,,�, /"--,, I G M r I , E TEMPORARY , �k, / . 'L L I "� _1� `��DIVERSION SWAL7. S/W// 5-P61 \� (,) . . I I I . L I L L L I " '\. / L DISCH,ARG L , I T - I , _� I; _ 362 OOL / \ shall be Maintained until permanent protection of the contributing watershed is I L I I . " I .,� 11 -_ I `1E_ - - . 4/ 1, " : IP=996 7 C: , I 1 51WIll 510 L I L L _ _ . / / / I I I .. . .1 . . I I : _. - � "o - 1, , -/ I DIVERSION SWALE. TO 1 11 . /,i i i I , I- I , \ -1 , ri 1, Pe. 11 /' ls� 1, L � I �0 -ICl/ M A� a rpved by the Owner's Representative. All:storm drainage outlets will be I L I L I 1 i 1. 35CQOL _ -I - I , - _��, 1��> 1, I �� - � (_� s fa%,,, . PERMANENT SWALE ; I - r ___�_ U .- 111�� ;�� 1-11, . "9."- /=_T90 0 L L I I � � I \ 1� . - _.". --- (��? � I .\ . 3b /?=_T_9 A 0 L L L zed, as required, Lbefore the discharge points become operational. . I I -I. L. 1 -5, - - __ --,,\ '.- 62.00 _P ,-, - ��,- ',- \�, - Ul,lj�V f-,,56n7e,'71 . I -1 �N_____ .1 SL 6Ct 11 L . IS - , 2-- 357.02 ::) ;7/. _;�v c9 A .1 _� %, � 1, pe�_�J_2 ;_ � J87 00 1=,392 75 & b. In pections: In P measures at least once a week and within 24 hours of the end L I I SIAMESE CONNECTION ,_IIIII, 'L � 1�1 I- - - -6 - I - , �1111 �-Y_��- 0, ��Sl I Ill c9 A - 7,�G 6- S . . I � � 1 _s;�.� 7 4 --- - " , , __� ��S___ M ", /0 4//`_ C'9 4 - 1_20 11 1.=�J,32_ J0 � a 0.5 inch or greater storm event. Stabilized areas willbe inspected monthly until ' I . i � - . , " 11 � ___� I L ___ I ' L I I j �, I �,E I ., , __. G'-�;l �( L -6�7 - - - V ,�, �� �, , -- \ CV/ 6 _?0 0-�� 5 -/ 6- I I . OUBL . ; .. I . I . LL � �� A � . L "\ _�_, - , ,:� ,_ )� 5 " R, - /��-7/ //- I'll '% . _� ed. I L AR I - f � ,�, - � 1�=J,62- . TOPSOIL STO �X'P � I I _ - __ � ... . _". . I _`� M / J86- -'55 N\ Of \ , i , -1 - - ___ - 1-1-1 _45,56, �- ,� �,� 0 --- �,._, 0 ___-, N\____� -the entire site is stabili I = M1, I _1.o-91 . �� , . I " O/P , of determining r I I . - I . 11 �,, 11 I . , . 1�=Jg2, 70, �K "I - c. Maintenance: Maintenance WillLbe completed wit in 7 'Calendar day , �, _' I I L . � ' L � I , "I \ 0 - 1155> � I 1 I C:> � _____ I ., , �Izl, 1. � ___�Al - k � ____ 6 LF G-� I ,EA WI TLHL D , C:) , - '1+717 ow 58.35 ' - - _ I- _,,-� -e<�-�-,--- , ----__� --�--"T � � 't --_ �'., M /�-'K'0 96' 1 \ ______ its need. . I i � I _ - ROW OF SIL T FENCE I- A'< - 1 ell, I . ��__�_ � -I_ tA . , I i I I , . 1� - . _�__ \"L 3 5 7'0,0 i 19, ___� - , X, I __ , M —IM—M '�'L M—M � � I'A ___� " , I 0, Is, I \ Z -1 ;--- 4. PRODUCTS AND EXECUTION � WET TAP EXISTING 16" MAIN ", _ .,-. .t : � L . _.IIIIIIIIIIIIII� IIIIIIIIIIIII���, � i 1.1, - - `�� - . �.. _--_ " . ` - I � - I", 11, __� 0 --,, - - L L " " ! ', I �, -*.-----, r I g " 291P �` ��, , a . Sediment Traps: L I - 6" TAPPING SLEEVE AND VALVE ! � I < 1) , I ' - � ----I_ 7- , i /I I! . J � . � ,5 7J 1,0 --- 0 Co I f � L. LL \ Z ; 1 358 5, -_ & �v - I L I 1X_ LW 0 - L All pipe connections and * nti-seep collar nections shall be watertight except fo' the ' L 11 � A ! --__� k� I , � �� � 0 �g - g, 2DJ/ I . @ 6. 0e'� . - I .. , I . I . . I 11 IL I "I 41 1 . 1 358.60, 1 - ___ �1, 1� I Ue. i \1 - 0 I �� _�� - ;;�, � I 0 : .., -_ a _� \3"__� riser top inlet opening. . . I = VU 1�, :�___ ___ __ \ i / I _;____=>__ st , , ,,C,,o�. ____� . - � 11 � _'�� . I �_ __ -- -_ , D r5 . WET TAP %Jg�!�DM(Jy 11 . I g ' ""'D ii. Embankn n material shall be taken fr ed area' as directed by owners I BALED INLET (D . . L -------__ '9�g Zl,� _-, L I , 8L I 58.3 _�'-�w_ () , , C (P T I b (4 _P� 10J Zfs :�� = � 54' ==�� �35_ 1 . ! = .1 - - I I = 11 -----I- <. ., - L 4 ,TI-,__)-"� = L � . U,�. U, 11 ,�,� _--� I L I . . 1 8" TAPPIN ALp . /. , Z/'c- 6 T(,� i .,-20,-, \ a ,_N. I represent e ed stones, I I E � �V I ! 34 OR TO' I \ '. , / 1 )O ", " ' 4 L" 16 " -Ie t . .1 I I D ��-_' q ative. It s'hallb clean - 3,� 1 LOWER LEVEb- I I ,,, . " � � 0 mineralsoilfree of roots woody vegetation, oversiz '. _�_ I � - ,.2) ,\, Lti _�, � i I , F ��. " L. ." ��_� I �- , ` - 1, �1_ D L � 0 I rocks, or other obj�ctionable material. Rela vely perviou material such as sand or gravel I I 11 1, � 1_�_ � ,-f' ----, UE :� . �,� '� ' , J i . _____ 1. I : . I 0 11 358 7 11 1_\ - � _ _____ � - �_, L 11_�, - - . - —D- 0 E � � L . I � " 6� .. -354.50 1 � 1, "I.- �__ -_'If - `�. � - ,_ �, UF 7- shall not be place in the embankment. Areas on .which fill is to be placed shall be I I : \ - �_ Job ... . ` ". C', !�� - ...... � �E� 6i_�� UE - L / - U - _---� fill ML I i ;11 ... 11 � TW 452 00 . , - --- 1 ,5� Z �_ 1. "-. ___________._� L��. '-- LUE -(� U Z _____� I & T i I 1) � Nl i��U, I- ,__�_, . /-- _�_ _ . scar fied prior to placement of fill. The aterial shall contain sufficient moisture so I 0 - - *% '. 11 ��-, _ - " - -."U I ,_ - . . . - ,_ I . I �� : I \ 3480 ' "`r348.o0 "I 1�,� - *,__�_ L , " -I-, '0 - 4- , - - , - ------- :�, I i . Is C,6 - /3 that it can bL e formed by hand into a bOLII without crumbling. If water can be squeezed � I 11; I f , I ,", " % 3 9 , BW 358.50 - - , -,---_,� � - --- 1'� I I � ,,- A I ') . I " .., .. L 1_1� OW 3 0 1%, I 1. I 1, — -, : , 37�:_, � --- 1, - �Z5 � _-- -_ — �, \ 11 � \_ . L I Lf L , I 1. 358,67 .: �8� L . . ..... �'g`� , "� " , ,::� "" _� I-- 5.49 . I out of the boll the material is too wet for, )roper compaction and unacceptable or use I ; �` I I I , I - I � " \ i '. ' I . , . I . 'L , LL. . I I � ,�,, I . �. 1 , i � \V� I - 1� 1- ". '.. .1 � I .�, /F= 7- -_ � L. " , . 5,9 . I�J4�1- 74 1 in the embankment. Fill material shall be placed in six Inch to eight inch thick I � . L \ " 1. I L,, I . .� C -, I I.,. �_, % . I t I I �1_ -,-. "19616 I 1--, � Nj�66J'�A � I � I ; 1 f � , , _ I ,_ A \1- -�, . ' ' 1 3, - , - _ - I-- _1 _ - 111. /= , L 11, 1_ 1_�� �_ - - � � t /�L .96 continuous layers over the entire length of the fill. Compact on shall be obtained by I , , ", � . ! I , I I C 'SERVICE , 1�1 - - - 11- _. 1_�., _, ,,, ��"_ - E � ,�,4 � � ,�,�//� \ rout n% ; � 347.'� 1 ' %I � _ I i onstruction equipment over the fill so that the entire surface I � 1 347.50 1 , 6" DOMESTI 358 � 7 ,I - _ - - � "�� _,__ � , - . i _ - � L _ � I., � 11 ,.,�� I . ; I I I I .- - ' ' � . I .,- ., 1, - ____1 � .... � -.,- %* - , I I , L," c I I. I 35817 - , ,_ . _ �IIIIIII� __. ' - , , 't I of ea later of the fill is traversed by at least one wheel or tread track of the I . 6�g 1,9 - � � 8" FIRE SERVICE .,.�� LLLL I- I—- � __,_ ,. ___ IIIIIIIIIIIIIII�,__ " 1- 11 � 1, �� \ , * ' � .. . I I L r t . . � I 0 i 347.50 1 , L , �. . SWALE - - -, , __. �_., 1. 1..� . . equ ment or by the use of a c actor. The embankment shallbe constructed to L i I I � . L . .1 . I . J I'll — % I 1� -.. / I . -, -1. "I 1\ , " VIV CLEAN WATER an evation ten percent higher. the design height to allow for settlement. I I I c I I I , I __ -_ - . I 11 �' I I I - - � W_ I " 368.7 1 ___ ____-__, - 1__� I - , � '� omp . \ __ _ , I ; - �� ., L I I I L , '. , �, .. __-, ._ � L., . \ \ ,.I e than I I I I I 6/ I .1 \ 1, , . A// (DOOR TO 8 DGE- I 'Z��___ _____ �k, " , "L. I �', "L �t - 1 iii. Install sediment silt tence around the basin excavation site before excavation. Divert clean ., i i , S11 � % '��3-67_ - , "I I I 8 SIN SWT 4 1 11, , . * L I I !1�343 /91 I I I (-q) -__ .'.1, 347.50 L. 1�. - U10 �, �_ �/, SECOND VEL) 9.1/ - L 358.3 1 'I,. L " ` '. " -, " I " "' , \ I \ .� 1� Sur ace water away from the construction area before excavation. Basin shall be seeded and /�J-4j- 29 � 11 11 I I -it '.,_�, 11 1, I I 1'� . , V4 , - ( UM 358.67 1 11 I ......... IIIIIIIII, --- ��,� --,, L�, I 1. �. '.." � . I t' L I . 'W-0, I I I � -, 1//V I , 157 stabilized before used as temporary sediment rap. Upon full stabilization of the watershed area, b ,7 ,q' I V 114 J � - ,� . I 1�j4J 09 ,751 . I' I - R � � , � 1, � '. . �Q` ;_1-1 � , - N LEV 1) 358.50 - �_, � I ! , � . � . I � ��, Q ,,, 1, . i 113 1 .1 I �'..L, . � � .1. . " �� ." col � L I 11Z " _ 3 , 47,LO - ' ____ ', % .. . . . ivert traps to water quality basins by removing sediment and planting with permanent . � � �,ffk* I J 41" ,.-I- � �,Z_ /_ - V -.,358.67 1 \ t ,. 8 . . . I r . - . C_". 04-�_ 1%%. - ;, . _��, �', �", I '\ I L ' ' . 0 1 " I I . - I LL 11 6_ �t4 - I /�, ___ ____ .",� \ vegetation. Once basins are stabilized, remove d wnstream silt fence. L �. - � . , , L_ L L" ', ... 0.0 FF J91. 0 L I I .,�, , 54�� — � , . 4 N � � 11 ., I I I I 1'�. � . ;z- 1 13 __ " 1� 47.5 . -, .. ,/,/, "I � t- V�_ 4Z � ��, ., 6 . �/ , . 6PONSTRUCtIO 358.50 1 , I I\ � ... b. Inlet Protection: The filter fabric shall be Miraf i 70OX or equal. � - . I � m - ., - . I CRANE I - - � -, . - L i ,I . I . I :� , - 347.5 � "' ' �L. , ��/e �/ Q tio , 36,p � " , \ C . I I ',� � 7 11 1, T c. Stabilized Constructiori Entrance: The filter fabric sh 11 be Mirafi 60OX orequal. The � 11 0.4 E T E R FENCE . --- I I SSIV /. J8 1. 0 HSAII T. J82. 0 I i I , I , � 347.60 1 L `-LOCATION0� / � , _& _. . 358.E - 1�,, � - � a 1, "', i ,34 /�s 3' . : I.. I - � : o U)3 -1 I . 11 1\ 00 P\+1) \ \ r �, "A". 1,� Contractor shall keep the roadways within the project clear of soil and debris and is � " _' - , " I . 11 . ' -11 N 1 48 . I" I I ". responsible for any street cleaning necessary during tne course of the project. i ';� L I I FOR GRADING I / 13 1 358.67 ,� 1, . 4 7�-- 1 347.50 '�!7 1 t . . I ; : 1, 11 � - . . I . I I J, I Z-Z-- , I 0 1 COURTYARDS . 00 , \' � L \ I SWALE - ""', � 1� N, '6,090.52 . . ilt ence: Silt fence fabric shall be Mirafi 10OX or equal. Wood posts ha be of I I , L . i IL r"Q� � iiik,, I itE?c , "'L \ � 358.5 , . s I I I - I � I q,7.50 I �� 11 11 V-111111111111F , �e7l,%11? I .L '*"L --- I I ' ' I 0 , 11 11 �� . - , � . I-) � ` _'_� - . ' I "' - - �� _._1 ' ' I . I � : 11 '��/' \�- 34775 I" I L 347.50 . I .,�� 0 347.50 , \ 358.36,, � I L, �1.1, E 3,849.15 s wood, a minimum 36 inches long and two inches square. Metal L L I I - � :� (A , (, - \ \ L . 1, ` 'I- / 1\1' 1, . .1 .. �,� 1;��, C�-� '% � I, \ - I � posts shall be standard T and U section weighing not less than one ppund pe�r linear i f , I I I " 1, _ _.___ �, '-- ____ - ---.-- \11 / - I I T . __ I , � I � � ; C I " I .- L I L I .. I .._ ; I - � I _L, \ - - foot. Wie e backing shallbe -a minimum 14-1/2 gage with a maximum six inch- I I , ". , I L, ., I ,�,\ _____� I . C .�, .1 \ . �1, I�L � L . I t. I ", .. I., L "I". .- L. 1, . \ ,358.5 358 ... � : It, , I I 1�_ � % , i 1`__2C mesh opening and securely attached to fence posts. Posts shallextend a minimum . L . C 1� .1 _� � \ �� _.", 347.50 " 0 347.50 - - -_ - - -- L- I ,� 1'� 11 \ I %q \� PP__6=. 3.2 . "I � 4�� " _ L _ - 348.0 . \ 35 I � I . __� - 3 " , , " . � � � _� -1.50, _ * . -11 - ., , �� I I of 16 inches into the ground. � . j - Ul I I", �, �L. , . I � � � � I 1, .�� \ I , � -11 11L 1'\ff36,8'5f45 I -_ -_ e. Modified ControlStructur . L I � ! - - i w 1_. 1, , I - � 347.50 � 1, I I � \ I � ; 1_". '_1 0 \ . I..", . 1� 1. - 11 �,�, . e: All pipe connections and the barrel connection to the , , I ,I I , / , I ` I I", . . 111� \ \ \1 I I i* control structure shall be watertight. . . I � -1., �� \ I N6 � I � �, `��': I 1, �- �\ 'L" . . I " i I. 11, , .�,, � � I 11 \ \ LL, lemporary Stabilization: I 'L '� 1, 11 �, ..,L L . I L ., � : � � _� iL I I I., " . ,�, _�', / �', ',,- � ., I 11 N Z'. -1 �. .,. 1 I 1'1� f. T L. �_ ! . II N I I \ 1, � . 347.50 ,.,.� . 1". 1". . 1. I I L Establishment of Temporary Grass Cover: P' d bed, scarify if ' , " .1 . t :,� . I ... I � 348.00 1, �,�, . � : � I h 1 -D,4 k I L. 1, . __ '.1 . i, . � , :, 4�� ,!�4 �V, , \, . . L .L I , 17 \ .- �', 1. ., I I �11', Corr , /00 t , - 11 ., �_ � � "I (DOOR 'TO I ,� ipacted, remove debris and obstacles su mps, and seed i 'i -, L " \ . , I I I L . ! I !, . C_�i_ .� 11 \ . 'L. - . - 1, LOWER LEVEL) - .. 'R . !. � , . � �, v��3�- -� I - I ,� - -, 1'� � �, � I I . within 24 hours. Amend soil, lime soil to pH of 6.0 and fertilize at a rate of 14 � I " - , I - - ,� , I ., I", I . . I I \ - � , . . I 11 .1 I I -1. . I � . � \ �, _. I',- L,�." I 40 ,�\ 347.50 \' L . I I\' 358.6'7 "I , _ , 11 I I 3 5-10-10 or equivalent fertilizer. Work . I, 1I\ � I I �� . . 1.,� �L, I 0 11, \ � I . \ .--. 11� -, � lbs. per 1,000 sqya�re feet with. . I I , '' I , , , 11 _ I FOR GRADING IN .1, ., I 11 "I I . � I, , In 11 347,50, _ - � I., � � � I 11 - , I � . . � � � � "I '" �'L I / -,Y,,8.00 . I I I 1, "'. _7SILT FENCE (TY I PJ amendments a minimum of 4 inches into soil. If seeding in October/ November . I / . I ._. - 1* I - I . '_ ,..- "' -_ . ,.� __ 1, - � � I - � . 11 ! 1.� I - I ., - L .. / �� : _� �I r q 1. I- I _ 1, .. � " - I \1 . 'L., I .� � WWZ) L ,'��4�_2b I . I I � ; 345 8� " ,,,,, . " � , � . ified Aroostook winter rye 0 100 lbs. per acre, otherwise . I . � ' I �. I , , , , - 'L I--- 1�1.1' 11 ,_ - ., '___ / � 11_. � ... ... SEE LANDSCAPE Q `NGS \ 347.5 1 58.67 "' - � . '. 0 J " * I seed shall be rye grass (annual or perennial) 9 30 lbs. per acre. . . � L !11 � - '. 316 1. - . *,,,,. - .... -3,47.50 .,� �". I .., L, L � . � L / i I ! �'R;, __ � . L.. ..� _ �� , � AN I = . 11 L " I L I I I � ., _-, -.1. I � C � L + < "' '�.." L 1.�� "", L 1/ ._.- L � ", � \ I 1, I '11'. 11 ��T � ii. .M,uIc.h* SrTIU grain straw mulch pe 1 erosion control blankets as specified I , I I / 1� --- I . -,, � ,,� ___ , I .., � I � I \, \ L" 1 -5.1. Straw mulch shall be applied at a rate of two tons (100 to I I � I I I �-�� ----,- -_�. I - '_ CRANE , I I J59. J: X, ,I on drawing SP : 1 �4 7- 1. . I ,t7. , I I . . ., 50 " , I I - I � .345.27 . -_ h/ " �, - ::: '111� �, � I � � - . I I - I . ' �igL I .,��', -.- I 1, __ 120 bales) per acre. Erosion control blankets shall be BonTerro S2 installed as � I I I., � \ , 11_� . " --a J I I - . L . \ .. �_. . I \'. ' L 347.50 �� ` N 5,853,58 1 . I '.1 LOC L I - L -� /I / � a /- t, J 3.5 __ . I 11 I 5 __ ----_ __ __ I _ I., ATION " Z \,' . 1--, ,I- - I � recom turer. I I . - � C&jL � - :��_�'-_ __ , ,, � I � - I 1--, " . r � I � �,_, ;� � ,,, I L - , - . I . � - � . ,- __ 'N 347.71 E- - 4_,04 3.71 " I J I / - , I I iii. Treat all disturbed areas within .500 feet of an inhabited 'dwelling as necessary to L I I � ' \ , > 'L" . ", �_ .. I III ., , . L � ,,347.50 1 � ,_ �, I � 8 T. J64.5 ,_ L . IoCaL � I� -1 - -7 , I .1 I , 1, $ 1 prov , e regulations governing these I - - � I , . , L I . L I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII� .� 0 -, __ - 11 � 14- 1 P-_11 ' 35867 A � ide, dust Control. Conform to all I and stat' I I -'I , 13,0, -1. ", ., . � 1, . ,� _. a " I ,� " I I \ � Jl�_ , .1 L , / - 348.00 — , I_ -,'./ /. ), ,� A I X . . _� 1. .1 ' L 35500 1 ;, ,/ / 1/' � -,,v ,. activities. . I L - _L . 1. A . . . . . I � _ZF 34 11 ___� �,� -*, X_ ,�))x "_ L 11 1�� ,� \ - T . . I I L _ I *C) I ___ / -, , - Ff Z,72. 5 1 TEAMRARY iv. Install Temporary Stabilizatior within 24 hours after the end of c � I . I I 11 I � � � INITIAL I \ \1 - __ , I _____ - % 3480 I—_ L I , \ , \ Is � e-I onstruction L % C�% r I .? I I V . , i � � . , - ,V I . L 'I, I ; � I , 1%, - , . DIVERSION � L ___,:� �7__�_ 348.00 i ,34 . U, � I, - in an area . . I , " - I L / � , HEADWALLS activities ' L I , ' ,�-) ,�Yik I I unless there is snow cover or construction activities will . . I � I I . r-I - .. 'q7..5 ' " - I Z � � 19,51�1�r � J P, DYKE I � ,,, r - 11)�_� .-!�`I_, - 0 L - \ . , e \ resume within 21 days. , � � I . / , _ �,', � L,- 77,�,__.,. 1'� - I I— 347.71 ___T___� , 1�1, I � 'I'_ 351.0 . / , �, , AND PES � I I , - "I'L, I " --� .,� . r I -.1 - I Construction Vehicles: Wash down all construction vehicles and cover with - '11""L �1�1�1_�', _-I - / I Y. . I �11 I � " , . � ( � " , I -� --" - / I I I \ I L ��,,� __ "I . , : . I,- L I \e -1 �_, _ .. ..... �J - �- L , __ I / -'I -L., . I � I \ . _I------ . ssary to prevent vehicle transport of sediment off -site. Direct 11, 10 , _ -�L �IIIIIIIII.' 1, I- / 11 I - I _ I.r I ".....I , I -11,,,_,,,,_ - �1_ 2 ,`� , . . . L - . 1. - I L _/ / �) / I �� ,-�_?-P %IIII., /-/- I � I ,:�,� TEMPORARY PARKING AREAS 'a' wastewater from wash down operations Ao a sediment trap., . (See Detail) � , 1.11 1. �11 ..... � 1( I \ ,.�,,--�, - 1, . -1 LL " A " - � ,/�, ., '_7!".,.I 1 . - 11, i __ _. - II ., _"" I / . "k - I-, I . . 1IF"I'L 17 \7 ; ST , . _7*," // " ` \1 I , , _,�_ \ _@ � / 6 1 / ` �\ \ \ ; I � .6� �� \ ' . , I � \ .� L � . . . . I C * , 711%. - 7N , . , -.1 � .1 __�, 5;5, /_ ABILIZED WITH 6" OF GRAVEL 3,',0,N�-_ , � . IIII- I I I I \ : �;_�M'4'__"' S,00\ � ." , . * . L _ �, M& �, § 7 ___-��r I __� . L . (,> I/ " . I - 15 � I& I . I L .�,�_.%I;_%-,�:-.,: ,._`1_ -M -.1 ___U&_, " I . � I- I � CONSTRUCTION S . . . �� A� � � - �_,:� , � , - / \ I I . , I I , - .Z I �1 . - III,� M1,�t L - . L I L �'<, I �� I - -.--,..I- - � __ F G " 1� � I IIt _'1_-I �II, . . .. - - - . U I I.,. I .I-, - , C _______��:_ZZ____ . _� � � -_ L L TRUCK - !� . \ - -'-. 0 ;,kI` - 4 I � / I . �. -- -_ . � ,% _�_ 347.00 . � CIRCULATION I I LLL ___ - �c 47' �� _L ,71_�. �, , ,,, . L 347.50 � . I I., � I . - - 1. The applicant shall adhere to the construction mobili' ation narrative provided to the L L 1. , I I �z ,�� - I �_ . - , . - ,_ .1 17I e. L .,- .,. L - 5 \�:� N\ Village of Rye Brook Board of Trustees dated October 31, 2000. . ROUTE I - _! I J - I/ * I I _11� . I I _� L5 1'� ____� - . . W - '' ' �11� __ I . � N\ I I L I . . 11 I L - , , F ..--e VZ .,�.� _V � 1 2 . On written notice to the applicant, the applicant shall promptly provide a bond . i the L, . - . I -:_!I ��j .�6,�� � ?, -_ 'L� I - ------ ,),�I, I- � -, �,_______------� &L . L � . . . . __ I - I -J47.,67 0 $ - , 11 . � I I I ' L ��"._,.��' � <,--- . - __-- , ____- L f Z-1, - amount determinea Dy the village Engineer, subject to the acceptance by the Board - . L "�_._",L',�,_,-�L�: ��_,_,`,�_��;�`,''_,L `,� 1_.� 1, I r,,, .- _ . 4 . I . , , __ , r, __ ,� � �* L _ �'L._ . �, I'll Is, \ ----_ , , 350.00 g of � Trustees, to correct any construction -related damage - to streets and roads and -1 , , _ � I .I., - I ,��,L � . ... . . .. '. " __ _X � 6,207.47 s-- . .. . '. : , 1. ,�� _ - - L __ , \ /� . ., 'L I �3� -, - - - . . I . I /, :_/� �L . I : �''L - - . - . , 5 8.0,R5 G� - � I . . '� 134, 1� � , � 11 :�� I "' '. L L, L: �� . - ., - ;; . -;" _�,_ _-'13 ,:5:, ,�*,)§,� related infrastructure which may be dedic by the Village. . . . _ _�� �. / __ . . . . . L I � ��,,�-i� �,�-,,)�_\ - '�.':",'__,__`IIII` i ---./ - � I--'- - __'.""'�" i " 'LL � - V 'on /� ."2 - 1� tl� - . u ------: 3. The applicant. Shall primarily utilize King Street for construction vehicle ac h I - L L' . - ,_,, , ' � ,,-_ .'' , -, L , 11 , IIIIL:� I I 6-3416 . 4V ��_�p �3�:�_� 5N satisfaction of the Village Engineer. Such acc* . -IIIIIIIIIIIII�::, , , . FL _ ______ , - , �. i � , � � �, , , � - _ _1�_��AL . " _-,� /, I . /,?= -_ , , �., � , ".. I .� .1 , 1, �L ".. - %�� � 1( U) ' , ,� , I � �� ---- 11 - . I - ::�L L � I � ,� I !,� � �b_ L 1. ., 1_1�1,� __ ,- 3 .. ; Cgured and maintained in - '' , ,e , I �:11.1, . ,� I (>- � - , 1�'�_ " -III ��� 44- : � ..; . - - a manner to prevent any staging of vehicles on Kin g* Street and to minimize traffic' . -1 -47, , L '. � I I" - /P1 - . 3 �O 0 41;_,�, 1 ', 111111111! -, - U C � 1, , I -NI 'I" __ ., - , � Z �t I - - I .- -) - . I ��',,/ -A �IIIIIIIIIIIIII_ . ", '__.�, 1� " � �� L _ <1 1�9 11 - "I disruption. L � , I �.:��. � ... IIIIIIIIIIII� - - . I ' -'--L'--,A --E , _ �� I � L, L" ,'I, I _-� .. , , , Aft I J I '' I , 11, 'LL , . ,:�>c I . - �;IIIIII�--,)i- � �_ L . LL I . a . Applicant shall provide a "flag L . � 0 - I -l"N. -_ ,,, - .. .1 �11 , " SA1141 F2 person" to control construction vehicle traffic throughout Z_:�� I . " I -I �_, I __1 . I .% ?-19 .. .�_>. 1', L / 1;1 __ �. . I . . _ ,:�.,.':�� _ �L' , _, __ �', , - -, �'L�LL:: -, �' . -3 the entire constr d not merely during peak .hours, to the satisfaction of I __ ' '- ' I 'Ik,7Qe'L� 2 ,,,--: '�L: I., � �� L. L: . ` " � �'L L 7I /0� a2 5�B , _ I '. - 1-I I " ;�L 1'1.� , - �, � - 7���,��_7 �._ � Z_�,>`I� ,_1 .1 _11�_ "Ift qW Ift . -� . III 68 - �L, _� , \, I L L L I W L�'. ,), ' �L_ '-"L-_-% - % � th I � 11 - , r L %I '' ,.'' L� L�� - "I I:-,_ �'L:___, , J, L" � � tV . :.� � '�f�.-,, L , _:, -4-529 1 ,� _ \\ ---; L �__ ,"CT�. : -, , , I ,,� � � , �11�1 , ' ' , Nl\'�71 _ 'L7"'III '� - '*,, L ��L !'�:�� L _ _ J,9 I _ I=EJY,-q utilize a police officer, at applicant' if the Police Chief deems it warranted. , _, . , . ., I L, � 1_ __ �\ I *_I " ' L L ' ' , I -I' 2 /S/\_�'� � . .. ''I �bl__, �, _� _: , *7� L' ' I �, �, I ) ,. - s ,, . . _, � L�"�'� �' -., �':'� %__I I r 1 1, , 1� _�_�_ 11 1, L."L " I L I -1 11 L_ � _1. 1, L L � L 11 .11'' n I ., ": L'"" '' I 11, 11, The King Street driveway shall be temporarily widened to provide - approximately a I , , 4 � ._: j�.L - , ,_1 � �: _� �. : �, � - , " - -1 __ I - I *IIIIIIII. . I L, 11 I , , 1, ` 1k, L, b. , N " _�__ . 7' %-I ie Village Engineer and Police Chief. The Police Chief may require the applicant to L , � E , J0 �� X 11 , I �'L _'j�__�L�_�'L I , I I % - .I L -� "I ... jI L I L G: I L � _ - - - L L , ,�:�,_�� , ,_ `�, ,:' , L_ " . L ,�,L ,_I ," '' - , -, L ''� _�. . , . 1�,35 1 1 .. . I p \V� �I * ,�5>1 1 Ir. �1. - -1 �, L . 1 7_,.,%, 1 : L L " _\ 1, , � - I L' � - - �0 UA I'll- - � � I : - , .., �:,, � '", I '�,:��L,',,'� ,L I I : 'I �� ,�', L� �H fLL 'L � '' I 1. _' IL L., ' L'�� \1 1, 11 1 26-3.0 foot wide pavement to. permit two-way operation during the constructio iod. .,� , . I _� 1� I x 0 - I 0-16� I . /� � 8 �) � i . I .'' I'll, � ��_.�,� L '_ ' V\ I L I , _ I . LL L -1 .1 ` I 1:. 1: " L, L '_�_ I 11, per I . � - � L L I L � L . -1 c. The intersection f the d Kind Street shallbe continually maintained to 11 �IIII " L � I - ': 14 I'll L ., 1, � - _, �,." �� �., . 1, . I � L:, L - I 11 I �', 1A . � . _-��- _T_� _'I L� _. - - 0 ". � " � _��: � "' 1 ��' I IX/__ '-f-I . . . I � - / , L ,,, , _,.., S 340.40 � L II � / 1. . 1 L ,,, 'Ll . I . assure that it remains clear of c,onstruction d bris, soil, a other materials. � . i ; I- _ . , - -,-. .' ' L I r . �'L , L . III - ,; L _�_ I � , � . � 1 - � I - . qW , I _-_ L, __ I I � L . '', L �, - L -, 1. . . L , ,.:� . � " 1, I I \ 1� � �� r . -1 ". I I 1, . - -.1 ; "I 1 , ., _........, i .1 _ � .L L_ 'G I I 1- I " : ! I lt� 10 . , -,,,:,� �:. �:� �'L _� Is, - 1, .. ''p"$% ,p '' ' 9 " L .. ��_ ____� . -site for construction worker vehicles as - ; , 11 ��Jp_ ,!,�", -" , ,., L . 1, 357.30 I , ., '. .� �, �� 1%-L"', , . . ; . _ ._ �, I L L L i 11, � I L � I - . L ' �, I 1, I . . 1- L . ., I /// _1 � 'V L . . ...... I .III; . 4. Applicant shall provide a plan satisf actor to the Village Engineer to control Construction � � // ��if [_ 'I 1,',. _4 .I--- M .1 _1,��.', � - I , , ' " I ; \ �� ! '_��',;' L.": , *_� *_-I - 8 5 , I �� 1, 1. �_ d. Applicant sh.all,provide adequate parking on , I 1'1� . ., � _ ,-7 � \ S 7 .,-- I- . _�,:, __ as ,� .,W . r 8.15 _ � _"_ _� �` .- S well staging areas for the temporary storage of delivery vehicles totally within the site. � , , � .. _, _k - _... -, . / _-I ' L .:L i,17311AF / .�', � � L_ ,� '� .,�IIIII . I L I 1.� ",__% __ ,I- - 11, " � I \--� :, L�:_r ", ___�:_�� . PH . L __ ' . , � - I I , - :.::L L ' L�; _!�'':'_ 1, 1, I i, -.-- 111111116 ___"II' �� ' __W L': � _ ," ;* �', LL�r " - ,�-- �, �� �:,�L , I & , L '�i y . L I - I -.--.. _,��> MATE,,' , L ' L L5 I _;__� 11 - - . I L __ - 1,.r., - '11, _<�_r_, �� 'L , L, , __ ,� `111A � I , - L�,�L, I 1. . noise impacts on adjacent pro S. , L. __ I - III , , _ L ,Z � L �", -��P ,�,,,_L .SL L. .:1 � ..... . . _\ I . - �') -�, �� � P J,(/f/L . `Q_ :1 e L' ' - _L L __'�� " . � , I I I I -ILL - , IS T 1-: I . L, ,, A pertie L �.v , "I'll: -:11 1. I 11 I'� - I .. I L . � � N01V � \L, /__�'_ '.'5;1, .. : ,. I I LL - II - '' ,^ I to of. - 1 I : I - I - .1 I I I L , I - L . I I GAT ff'_ __ �� I I I - I 11 _ _ _I- �11�_ , 40A."I , G -1 !" A , -��:-'I ��,_ L LL ,'' I ) - - I.. ., \ I ��:: "'':�"' 7� , 3111?6). ;-/-V-..'IIIIIIIIIII� i 1 I f,19 2, " 5 1, P IL /��_,._-_ U, _, -oI I I I L I I I . I 1, A va I \----- . ,L, I - P, ... IIII - ' - I "�'� L '� �, . 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ON jw,:�� . ,-- , � 'I � I I /\ . _ __ __ � .... .. . - - I - L -I---- .-.-- __ � _,.L .- , ___ _L__.__f,i29. _,_.1�0 -, I I . - 11 - INSTALL ION NOTES , I - - 722- /.7 - - X . 1111111111- � 1- '-, ". __ , _. _ 9 I . ___ . - . � I 1 15"' OiFIFR'E�J . - �7 2_46 11� I \ "L, \ � �11, L,� _ �, �_ _.- - I __ ____ ___ _ __ I __ __ - _.- - - - - * � ,� ... � I . . ____ . . OR -ING OPERATIONS SHALL BE DRY MDr STABLE. ' I .----& I .- , _ �7� \ , �L _ __ 1 _1111iiiiii - Ia-=--am -m--iiiii- _=_&=� EM-11111111- M WE�R L STOCKPIL Z�/C. I , ,.-- . VIOR = , - _- \ EZ,C V. �_7, 1 1. AREACHOSENF LL L �_ I - ____ - __ - � ...... ... - __ -_ --- ----- ____ �� _` /Jyy t .- \ � - __ 0 _ __ , I _____]�L - ___ - � __ ___�� _ 1 I -1 ,� - _ L_ --- � - .1 -,-,- - L I ____ � I I L � . -.-- -.-.. ..-.-. ___ ____ 1 �.- - ,-. - - - - : I 11 __ __ - __ -----. __ I _. --- L-.__ - - �� -�. ` " �� ,V I I . � � - I . 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L , I DWETW T.1��VMIEWTW).SAWRUOATMY L - I NYT ' . I I . . L I I I . I — . . — . . _ L� . ""-- - -I ........ I . I , 1 2 NM4= . I . JOINIAIG. SECTIONS OF L . � I . I . . I . . _ . . _ � . I . . � . L 182 . � L . I . _ . . . . � . L - . . . I . , I � L - .1 L . . � FENCING . I I . I L . . — . . . I . 4; = I W%-TO IF FAffX 9M 7W LVGTIVW�Wlft OF ME 7116ft : - L. - � . . . � . . I . . — L W R&" TAW VE SOL ' I . . . . . . Y T I L I . L I . . I � - L � - � . . . � . L I I . 1.11 I � � . I . GATE . I I I A2/7 . - I .. � . I L I& ,W WO AS SM MM L . L . ,IND -5t/1S-C-_ t (,4R> 7- . I � � . I ,SM 1 18i 1 . L I . :,I I - I - I . I I L I . - . - . __ _ . . L , L I I . L I I , L L- 11 - ___ � L ��;10 � , , , . . NYT .1 .. .. -.-- 1_ -1) L . & � I ' � � I I I . . L L .1 . I I I � . - WA SLAM MML'jLU1:6E LJI *_'ibjVf�' KY.& stmam , . I - . . . . L - - ND HAYLBALE I 11 � EXISTING L I . L . _(N, L L BAGS A I ----___ C7- r- A IZ I 1, L, .11 - . � , . � L : . :�. I 'L . I % . I . L' I . . .1 I I I � 784 . . , � I � I L L .1 1. L 1. I I LILL I :L: I L L I . 1. _�, .� ._� ,. ''L, . . t , - . L 11 � I I ... L I.. . -, I - , . . 1 . L is - . r . T _/ DWALL : - I I . . I I : 11 .L - IL I I L 1. I L I � . I I I .. . . . I I 1 . I I L, . I . I I . L LL. , , I L I I I . . T_____1 . . I I., I - I L J130" HIGH BY 36 IL I N � _ r_1 . . I I - - . . . � 1� I I . � . I . � IL ;�, � M ^ A 'r AM 1 r- M.M A k I . . . .. I . . � � . �� lTufpl . I - 11 - I � I I . . :, . . �. � 1. - I � I I I I - , mi � I M 'a � womw I minolin I � . - .1 � . I . 1. � . �. SIGN �. � � . I I I I = 10w, xm� M = mmmmmm� I � I . I � . I � . = = M M a I I I I . . I I I I - . . . . . I I I I � I - . I I � � . I 1. I � . . I I . � I I � . � I . 1: I . I I - 11 I I I I . 1. � . I � I . - I - � I , I I � . I - . I I NOTEi Drawings S-;-1,, S-2, S-3j LA-1, A-1 and EC-1 represent the amended Site Plan Approval I . �. I . I � P � . I . I - . documents. . , � I - I I .1 .1 . I . . . . I � . � . I � I � ., I I I � . I . I � . I . I I � . I Approved by Resolution .dated November 28: 2000 'of AM Eoard. of Trustees of the VillaIge. of,�Rye I I � I 11 I 11 - Brook.,. s6b'Ji , Ct to, all � re.quie . I a . It. 1 I . � � 11 I . - I , I . � . ements .an conditions of sold Resolution� Except as pro-vided in said I- . - I I . 11 r-esolbti6n,- all th p I pl, . I I tio .s of the a . a . I re o,lution � for ' I 'Bell I efdir" adopted by the I � . � * - cable .condi , n , I � � . I I . - . pprOv S � .. . , 1.� .1. - - , ,� . Ploard,7 of Trustee's .of -the Village of .,Rye Brook , Ja '' 271 1998. shall remain. in u . . � � . I 11 I I on. , nuary . . f 11 f6rce and, . I � .. � h : - . . .� � I I � effect, and the applicant and its successors and.. assignors .s all'be required to compl with. tsamer. . . � I . I I . . I . 1. - - I I . I I .y ''. � � I I I . � � I I . � . . I I . � � q . I . � � � . I � I . I I - � . . � � I . I I I I . � , 1, I .. � . I . I . � 11. I I � . � I I I � . I . . . I I I I I 11 . . I 11 � .1 I I I � I I- � . . I . � - � � .1 . I . I . � I I � I . . I . I - 1. . . �� I I : I �, I I I - I - . Francis L.. Filipowski, Mayor , 1. . . Date I . I � . I . I I _! L � - : I I ----. . I � I I � � . � . 1. - . . . .. .� I � I- . . :1, I � � � I . i . I � , . � � 11 . I , � I � � - I - . - . - I It I PLOTTED BY: rwi I I . . I . . I * I . I I . . - . I . I . . I __ . . I � - I I � � � I .. 11 � I I . I � � . . - I 4,27:135 PN4C-:\.C.ADD\524 Do!�R_ye Brook\524 CED70 .erosiol'l - SWO.PLT . - � . I I � . . STO NEGATE 1111" Flow 1b 1613:181:1 IS . I - I Vifflaffe of Rye Brook New York C�p I . � � I . . . � � . . I , � . I Forest City Daly Housmig � 1775 Broadway, Suite 701 . � . I I ew I 0111 10 I I ��� ) NY 100.1.7 1 1 � I I . . . . . . � . � . I I . � I .1 � I - I I . . I I � . � . I � � I � . I � � I I I � I .1 � Dp,/NEY + TuNG + SCHWALBE I I I I Divney Tung Schwalbe, LLP Planning One North Broadway Engineering � White Plains, NY 10601 Landscape Architecture 914 428 0010 Environmental Services * 914 428 0017 FAX Project Management . � . I I I � . . . THE MARTIN AR-0-11TECTU I RAL GROUP , 240 North 22nd Street I ' Philadelphia, Pennsylvania .19103 1 , � I JOHN P. SLAKER DESIGN GROUP 1 339 Route 100 Somers, New York 10589 1 . . . . . I I � . . I I - . I . . I . - I . . . I � . I I I . I . LEGEhl . I � . I I 1111111 = = lk SIL . � I I TEMPORARY -PIPING . — < ----;- TEMPORARY DIVERSION I SWALE/DITCH , -I - I . � 0� 111111Z� — TEMPORARY DIVERSION BERM I — -, I "— <— TR , CK CIRCULATION ROUTE . -M M q6 � a .INLET PROTECTION WITH SILT fter FENCE/HAY BALES (TYP.) I `# /# I I N N HAY- BALE CHECKS , . I � Z Z I I F: _: L7-� STABILIZED PARKING AREA � . r,��—�—,�—,—=_� '"' ,��,.777. 7, . . :,,�� ,;,�.��',� �� i� .7,;, I-- � �,, � __ , WOOD CHIPS � , " 11��12::L.A �,k, LLI . I � ` -_ '- ., ,7��,,".':�.'-,.,��77:1'�7�.�,'�',-�.-,,7,,-,"-�-��I ;� � 1, , " i �r ` ...... . , - . �11'�' �-I GRAVEL 111� I` ` I I 11-1 I . -, �L I I . . I . . . * I IT IS A VIOLATION OF ARTICLE 130 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY WITHOUT . THE EXPRESS WRITTEN VERIFICATION OR ADOPTION BY -A NEW YORK STATE LICENSED LAND SURVEYOR OR ENGINEER IN ACCORDANCE WITH SECTION 7209 (2), ARTICLE 130,NEW YORK STATE EDUCATION LAW. I � - � . REVISIONS NO. DATE ISSUE . � . . - 10/31/00 APPLICATION FOR MINOR SITE KAN AMENDMENT I � 01/04/01 AMENDED SITE PLAN FOR SIGNATURE I . . — — � I I I - 03/01/01 AMENDED SITE PLAN FOR SIGNATURE i , 08/31/01 ISSUED FOR REVIEW 02/15/02 ISSUED FOR BID I I I � I � . . I - . I 1 04/29/02 REVISED PER SITE INSPECTION I . . . . I 1 05/15/02 CONSTRUCTION ISSUE � , . � I � . I . 1 I . I � - . � 1 09/27/02 TOWN, COMMENTS � . I I I . . � 1 EVISIONS I . . . I � I � I I . . I ED I :1 I � , — I . . . � . 06/05/0.3 ISSUED FOR SITELPLAN AMENDMENT � , I � I . I . . 11 . I . - - . . I � . I I .. I ,� : . . , . . � I . I I . .. . @ Divney Tung: Schwalbe, LLP �2003 � CONSTR U_ 0 ' - I %_J -1 JL ., . I � . .. . I . . - I . � - . .� . STAGING./ I . � I 1. � 11 11 .1 I E I ROSION & SED_ IM:E N*T CONTROL PLAN'. i I - . . J I . � � I . � I - .� - . . � . .1 - li), 10�_ - . . ". 1. ;_, z- 11 - S �or1E Fo¢ Wo �vS� P)EWS A.1� GaPS T, 'rv/O 4 NEw Yoar. LJ HT BE PJRCHnSED FROr} BE�ForrJ STo�IE, GA(} 2-r0 �•: E•5-- 1' FIX 's i'�NONE 911}•• (y!o(e• 6a}oa1. - Go>ITo.aT NE�>,T. - l�REE.1 BRow.1 G+o�oR NtiTa" "=FT "T F7.oev E57GIES. ' coP S-j-orJS it �I •.-• (D ._�- •' f:; "-'^•�.. .:r. 7 �. i .Ce. -�•.�. amp' 6:r[IsTrr1G� 67v1�e wa.66 Y; .•i .l� 4z" �d F°O A46- PER- j-1 -r%R1*WrJL3 p3to 1 6R-. Pic > ~,}ylrft�(is f EntrancePier Detail Not to scale M 3!0" Entrance Pier Lnyout Not to scale r`ew POT n r� 2a�x2a" PIER• � aq.q�c�a wrT,l STONE cod' � �, 1 .raP 41.0 - - CbRV'G -• !f :.. • ` TOP OF WPtr4 4®LrgyT �41.11 I L2 .. 4' -7 IV N A 4--7 Parking Lot Step Detail Not to scale '/- ]Jll]1J 1 ♦lYv 1 1\l Y lJ 1 111%L\.ifJ 1 V 1\L:tLYl(]LlY Overall Site Construction Saecifications and Notes: 1.Refer to Site Construction Plans prepared by Divney Tung Scwalbe and Architectural Drawings prepared by Martin Architectural Group for additional information and specifications. 2. Landscape contractor to provide 8" minimum depth of screened topsoi in all planting beds. Topsoil to be 1/2" screened soil with proper amendities and PH in order to support proper plant growth. 3. Landscape contractor shall protect from damage all existing pavements, utilities, structures, etc. and shall repair or replace any such damage at no cost to the owner. 4. Landscape contractor is responsible for paving to be pitched to ensure proper drainage into drain inlets. 5. Landscape contractor to inform proper authorities before any planting excavation to ensure all utilities have been identified and locations marked. 6. Landscape contractor to coordinate with other contractors so that no conflicts occur with any other on going construction activities. 7. Report any grading discrepancies to the owner or landscape architect as soon as possible. i 8. The landscape contractor shall warrant all plant material to be alive and growing for one year following acceptance of the work by the architect and owner. The landscape contractor shall maintain, water, prune, etc. all material during the period of installation. Following acceptance of work by the architect and owner, the landscape contractor shall from time to time visit the site and inspect the quality of maintenance provided by the owner. If in his opinion the owner is providing inadequate- maintenance, he shall notify the owner and architect in writing of the conditions requiring attention. if the owner does not correct the situation to the satisfaction of the landscape contractor, the landscape contractor shall be relived of warrant responsibilities for those specific plants and conditions. If the landscape contractor does not from time to time inspect the owner's maintenance, he shall not subsequently be allowed to claim that plant failure is the result of the owners procedures. 9. All plant materials used shall be true to name and size in conformity with the American Standard of Nursery Stock and shall be typical of the species or variety. All plants shall have normal, well -developed branches and vigorous root systems. They shall be sound, healthy, vigorous, and free from disfiguring knots, abrasions of the bark, sunscald injuries, plant diseases, insect eggs, borers, and all other form of infections. All plants shall be nursery grown. 10. Quantities shown on contract drawings take precedence over plant list materials list 11. All plant material shall conform to or exceed the standards of the American Association of Nurserymen and to the "Plant List Size" or shall be rejected by the Landscape Architect or owner. 12. No substitutions for plant material type or size will be allowed and will be rejected unless the Landscape Architect is contacted and accepts alternate. 13. Contractor to provide all planting beds with three (3) inches (MINIMUM) of premium dark brown triple ground mulch Provide Landscape Architect sample of mulch prior to purchase / installation for approval 14, Landscape contractor shall inspect planting pits and determine whether they will support plant growth. If the landscape contractor determines that the soil is inadequate or ledge rock is found he shall notify the Landscape Architect prior to proceeding with plant installation. The Landscape Architect and owner sh,rii decide upon remedial measures, if required. 15. Landscape contractor to locate plants and trees by scaling off plans unless otherwise dimensioned. 16, Landscape contractor to coordinate ,with owner's representative and the sub - contractors to prevent conflicts with ongoing construction activities. 17. Landscape contractor shall be responsible for the advance notification of the appropriate electrical or mechanical trades to schedule the simultaneous installation of tree planting with light installation and irrigation prior to plant installation. 18. All shrubs and groundcover masses shown on the plan shall be planted with staggered spacing unless noted otherwise. 19. Landscape contractor is to remove. tree stakes and remove all dead wood on trees and shrubs one year after provisional acceptance. 20. Report any discrepancies in the planting plan to the landscape architect, prior to starting construction. 21. Contractor responsible for sita irrigation. 22. All disturbed areas and lawn amzis .a;re to be seeded with "Landscape seed Mix" as per manufacturers recommended rate. 40 % Repeil Pei en ±i :i yeprass 30 �d, Perennial Ryeai'ass 20% Creeping Rea I a::aue 10% Kentucky Blueaf7ss StaWize with shreddod Bait hay. 23. Contractor to coordinate with the Site Cana, action Manager and Site Construction Drawings as to the locations of the underground utilities prior to digging planting pits, trenching, etc. 24. Proposed trees adjacent to parking spaces shall be planted in line with the painted parking stripe. If atthe time of planting, the parking stalls are not painted, it is the respesibilir< of the Landscape Contractor to measure and layoutthe parking stripes and plantthe trees inline with painted stripe. if the Lanscape Contractor fails to install the trees in the correct location, at his cost, he shall be required to transplant them in the proper location. Refer to the latest Layout Plan prepared by Divney, Tung & Schwalbe for striping layout and dimentions. 25. Daffodil bulbs to be planted in groups oll 5 between daylilies in front of the proposed buiding. Tom KEY QTY COMMON / BOTANICAL NAME SIZE MAP 14 OCTOBER GLORY RED MAPLE 3-3.5" CAL. ACER RUBRUM "OCT. GLORY' HEAVY/ FULL HEAD OAK 7 RED OAK 3 - 3.5" CAL. QUERCUS RUBRA HEAVY/ FULL HEAD PEAR 27 ARISTOCRAT PEAR 3-3 %" CAL. PYRUS CALLERYANA'ARiSTOCRAT HEAVY/ FULL MEAD LiND 22 GREENSP►RELINDEN 3-3 1/2"CAL. TILIA CORDATA'GREENSPIRE' HEAVY/ FULL HEAD HORN 8 EUROPEAN HORNBEAM 3-3 1/2"CAL. CARPINUS BETULAS HEAVY/ FULL HEAD DOG 13 PiNK FLOWERING DOGWOOD 8'-1UHT. CORNUS FLORIDA'RUBRA HEAVY/ FULL HEAD CRAB 21 DONALD WYMANN CRAB APPLE 2 %" - 3" cAL. MALUS x DONALD WYMAN HEAVY{ FULL HEAD WC 12 WEEPING CHERRY 3-3 %2"CAL. PRUNUS SUBHIRTELLA PENDULA HEAVY/ FULL HEAD WiLL 5 WEEPING WILLOW 2 1/2"4' CAL. SALIX ALBA'TRISTIS' HEAVY/ FULL HEAD NOR-1 11 NORWAY SPRUCE 6-THT. PICEA ABIES NOR-2 28 NORWAY SPRUCE f 7 - 8' HT. PICEA ABIES NOR-3 5 NORWAY SPRUCE 10-11' HT. PICEA ABIES COL#1 52 COLORADO BLUE SPRUCE 7 - V HT. PICEA PUNGENS'GLAUCN COL#2 4 COLORADO BLUE SPRUCE 11 -12' HT. PICEA PUNGENS'GLAUCA Heavy Specirrienn COL#3 2 COLORADO BLUE SPRUCE 14 -16' HT. PICEA PUNGENS'GLAUCA Heavy Specimenn PS-1 15 WHITE PINE 7-V HT. PINUS STROBUS PS-2 22 WHITE PINE 8-1VHT. PINUS STROBUS KEY QTY COMMON / BOTANICAL NAME SiZE SPACING VIB 75 SHASTA DOUBLEFILE VIBURNUM 3-4'HT. 5'-0" O.C. VIBURNUM PLIC. TOMENTOSUM'SHASTA' BURN 108 DWARF BURNING BUSH 24-30" HT. 4-0" G.C. EUONYMUS ALATUS COMPACTA BOX 165 WINTERGREEN KOREAN BOXWOOD 24 - 30" HT. 30" O.C. BUXUS KOREANANAWNTERGREEN' ITEA 220 HENRYS GARNET SWEETSPIRE 3 GAL. T-0" O.C. ITEA VIRGINiCA'HENRYS GARNET RED 55 VARIGATED REDTWIG DOGWOOD 5 GAL. 5'- 0" O.C. CORNUS ALBA'ELENGATISSIMN PEN 130 FOUNTAIN GRASS 2GAL. 4'-0"O.C. PENNISETUM ALOUPECROIDES AWS 143 ANTHONY WATERER SPIREA 3 GAL. 36" O.C. SPIREA X BUMALDA "A. WATERER" RHO#1 130 ROSEM ELEGANS RHODODENDRON 36-42" HT. 5'-0" O.C. RHODODENDRON"ROSEM ELEGANS" RHO#2 71 NOVA ZEMBLA RHODODENDRON 36-42" HT. 5'-0" O.C. RHODODENDRON "NOVAZEMBLA" SIB 138 SiBERIAN CYPESS 2 GAL. 42" O.C. MICROBIOTA DECUSSATA BPH 35 BLUE PRINCESS HOLLY 3-3'/2 HT. ILEX X MES. "BLUE PRINCESS" Heavy/Full HOL#1 6 DR. KASOB HOLLY 8 - IV HT. ILEX X'DR. KASOB' FULL SPECIMEN HOL#2 2 DR. KASOB HOLLY 12-14' HT. ILEX X'DR. KASOB' FULL SPECIMEN FOR 300 LYNWOOD BORDER FORSYTHIA 3-4' HT. FORSYTHIA INTERMEDIA'LYNWOOD' AZ 44 HINO CRIMSON AZALEA 18-24" HT. AZALEA'HINO CRIMSON DAY 880 STELLA-DE-ORO DAYLILIES 1 GAL. 18" O.C. 14EMEROCALLIS "STELLA DE ORO" DAF 3000 KiNG ALFRED DAFFODILS BULB Groups of5 NARCISSUSS'KING ALFRED' Top size between daylilies MISC 74 MAIDEN GRASS 5GAL. MISCANTHUS SIN. GRACILLIMUS. BI 240 BLUEFLAG IRiS 1 PINT 24" OC YI 220 YELLOWFLAG IRIS 1 PINT 24" OC VIN 40 BOWLES VINCA Flats of 12 10" OC FLATS VINCA MINOR 'BOULES' 4" pots per flat No substitutions unless approved by John SlakerDesign Group, (914) 277- 5033. t r/ p t- U M00 N a OR � � M W � w O acl,a H W W ta{ M E-, � 0 U � W W W aw H a -•ei U1 41!) ,--1 a�i r Q Z o r A l n w 0 o Cd �1 >~ ca z IO C:• N ONO M r.y C7 OMO MO N O O N ai y N 0 CT cc! >~ A N W co h CA W) 0 0 0;,0 00 o����� N M -3. in �0 ITJ DRAWING NO. : L 1 of 3 M D Proposed concrete paver terrace Herringbone pattern. Refer to dote # and detail. 6.4 4N °p h c•'Geater-Line--LAS ; Proposed 4' wide Ri2,5 concrete paver walk. Refer to detail. g Refer to Site Plans prepared d�1 by Divney,Tung & Schwalbe to coordinate any work 4.0 + beyond freestanding wall. rj (Re.: layout, walkway, utilities, grading, etc.) Limit of concrete paver walls. Proposed freestanding wall and gate, refer to plans prepared by Martin Architectural Group. a + o - a® u? Proposed Iron Water ° Fountain set on concrete slab. 17.5' R Refer to Note #. R17.5 Proposed planting bed. Provide 8" nun. topsoil. 13rU 5' R -C-carter hine..__ RS.0 17.0 40.0 13.0 Proposed 6" ht. cobblestone curb set in concrete with cone. joints. Layout Plan 4.0 :er walk wit� Arline �ot-iiiou�' 4.0 Proposed columns & trellis attached to building. ---7.5 Refer to Arehiteeturais for additional information. 1 L- 4.0 17.5' R 6.0 4.0 W N ® Fin. Floor + 348.0 o + 347.5 347.5 + + 347.5 34 0 + 1® 3 8.0 + Drain Inlet D + 347.5 + 347.5 Fin. Floor Ring 347.0 348.4 + 348.0 Inv. 344.0 347.5 + �., , ,.-'" + 34 • .I5 ® 3 8.0 + "1P 347.5 + + 347.4 + 347.0 347.38 + ® --- �di 3473 Drain Inlet Drain Inlet C Rim 346.7 TC 347.23 Rim 346.7 _ Fin. Floor Fin. { Fl +r Inv. 343.3 + BC 346.9 Inv. 343.52 M8.0 + Proposed columns & trellis }' + 347.5 + 347dS + 347.3 + 347.0 2.5 % ,ffi 2'' ��° + 347.0 347.38 + 347.5 + attached to building.. ' f Refer to Architecturais + 347.5 �4e for additional information. + 347.5 + 347.5 C''i' 4�' 12" PVC Pipe TC 347.23 11 LF @ 2.0% 3469 Refer to Site Plans prepared 347.3 0 �� by Divney,Tung & Schwalbe + 347.0 to coordinate any work 2.0 % 347 r�i + 347.0 347.38 + '12"' PVC Pipe be and freest i wall. + 347.5--�--0- - 347.5 + e.: layout, walkway, 34'7.15 7. 3 8.0 + utilities, grading, etc.) + _ Drain Inlet A 2d, Fin. Floor Rita 347.1 ° 348.0 + 348,0 + 347.5 Inv. 342.5 + 347.5 347.5 + 347.5 347.5 + 347.5 347.5 + + •5 11 + 347.5 + 347.5 ® 3 8.0 + a Fin. Floor 348.0 + o jj j 347.5 +El TEP F___ IF o® 1 l tiraffing & Utilities Plan P J < d d so M 1 - F IFIOL Proposed trellis by cth4 NEL OL Refer to architectur additions) information. 19 HYD Cont actor to attach a _ roses to trellis. � � x a �: J``' ��� x R ``' R ° ° 7 ARB Q �::I L"J G x �4F 41^i�' YFIt•.i• 12 ROSE° .•;!.9., �':`�:?✓r Refer to Site Plans prepared by Divney,Tung & Schwalbe to coordinate any work beyond freestanding wall. (Re.-: layout, walkway, utilities, grading, etc.) NEL 12 H,D HOL HO - x ° x a X o 7 BOX 4•i� ♦iProposed columns & trellis attached I building. AA Refer to Architecturals for additional information. f. ❖. •. •.o�oo., �%r%�r�r...-fir` 7 BOX �.r� f+�1�1�1 �.�1 MVO. �.•1�-+.•rr � +ii�. +Oily ♦ ♦ ♦. i r.�• t' • �. rr-r r��♦,•ram♦ r 4 { r r���f . ,.ram-Or•.•G�l;� o•.*..+•.o.• Cr.V a0i ."i4"i0•' �•ii+i+i'r'iii%. _ i ri r♦a+-pOr:•iw•iO•iii`. y Fl i i .< i,11 •�,7� �'!S". --at �.`"' �...� 1 6• iO4.O i 0`� 4JOi• •i � i-" �b'a�.�L•♦ O URN, K'��' ,,, . •*i•Or�r•O�iia:4fi+i'Oi•�4 y�i ri+�%i'i+i w4'e^ 4'�tr�r*O. } pr ♦ 1 �..:.a fir+i+.•-i+�i. � • O.i• i♦I.ri +•i Q2c �+i i� � iii f V , \� I � �/ � ♦...+.. "�� •ii4•i•%ii4r+r%iO'•i+ii�! _ iwii"%i•i i *O•�` � � ��*'1 i+i�i n �1 \ ``� .� �i i ip i � •ii+i•Oi.O •i4 *• OOO•id ' •+.•..�•.♦D.r.� � ii.•.O+d3 p �` i b P♦O •�+iOrO< - 4�0"t�•.`a•04'�+i+�•O+i�d w'�w t. r` :� � � �'♦'w t� t JQ�O ��.0•i4�'J.i�diO' © . tih ^ � r�j) L*i�'i^e'+i°r*,i•`� i Di • •i 3 ` 04' . P ��,��.�__..._...._........,�.._....__..-_--......, ......__......._..__�.._.�...r _ _ _,� Landscape Plan d PROPOSED CONCRETE WALK AS PER PLANS BY DIVNEY TUNG SCHWABLE OR PLANTING AREA WITH PLASTIC EDGING, REFER TO NOTE BELOW, CONCRETE INTERLOCKING PAVERS MANUFACTURED BY HANOVER ARCHITECTURAL PRODUCTS. REFER TO NOTE # 2, d I " MAXIMUM SHARP SAND LEVELING �, ; Y, ,:,; .•,K : ,.: , .,�:1:,•a> :; :.., . •F n.. �`:Yy..✓'4:.!i(•,ixM1. BED FOR PAVERS WITH A GEO- ,t d�.Q" a•. o.. o o"• a o o a o o c o° o 0 0 0 0 0 0 o n o 0 TEXTILE FABRIC ATOP GRAVEL o�o a o of o2 o�o o� o o 0 0 '0" 0,0R a 1 °n °n„°ry °n.,°n� nP,°n.,°n�°�.,°n�°nP n , n„ n., n., n., r 6" SUBBASE OF CLASS 5 GRAVEL i I THOUGHOUGHLY COMPACTED. I COMPACTED SUBGRADE Note: Flexible plastic edging to be installed along edge of pavers and to be installed as per manufactures requirements. Concrete Paver Detafl,,_ N.T.S. Plant List Dinning Court and N Stone ate at Bellefair _ Ike Common & Botanical Name Size PEAR 9 Aristocrat Pear 3 V2 - 4" Cal. Pyrus Calleryana'Aristocraf Full ! heavy NEL 2 Nellie Stevens Holly 8 - 9' Ht. Ilex Aquipernyi'Nellie Stevens' Full / Heavy RHO 18 Nova Zembia Rhododendron 36 - 42" Ht. Rhododendron 'Nova Zennbla' Full / Heavy BOX 86 Wintergreen Boxwood 18 - 2411 Ht. Buxus Koreana'Wintergreen' ARB 7 Pyramidal Arborvitae 8 - 9' Ht, Thuja Occidentalis 'Pyramidals' Heavy / Full HOL 4 Blue Princess Holly 30 - 3611 Ht. Ilex Meserveae 'Blue Princess' Full / round R 6 New Davm Climbing Rose 3 Gal. Rosa New Dawn' HYD 53 Variegated Hydrangea 5 Gal. Hydrangea Macrophylla'Mariesii Variegate' ROSE 50 Carefree Wonder Rose 3 Gal. Rosa Meipitac'Carefree Wonder' AST 70 Rhineland Astilbe 2 Gal. Astilbe'Rhineland' KIM 105 Kim's Knee High Echinacea" 2 Gal. Echinacea'Kiin's Knee High' No substitutions unless approved by John Slaker Design Group. 914-277-5033 Dinning Courtyard l ifications and Notes: 1.Contractor to Refer to Site Construction Plans prepared by Divney Tung Scwalbe and Building Architectural Drawings prepared by Martin Architectural Group for additional information and specifications. 2. Proposed Dining Courtyard hardscape to be concrete pavers manufactured by Hanover Architectural Products, Phone #717-637-0500 sales representative Bob Gardener, Concrete Pavers Pattern: soliger course band of one single row along all edges (8" width) , and herringbone pattern within at a 45 degree angle. Contractor to provide sample pavers on site for Landscape Architect and Owner to decide color. (Owner to have option to change pattern & color.) No substitutions. Pavers to be edged with flexible plastic edging and to be installed as per manufactures specifications and -requirements. 3. Contractor to supply and install a of minimum 8" (eight inches) depth of screened topsoi I in entire Dining Courtyard area. Soil to be Y" screened topsoil with proper amendities and PH to support plant growth. Any unsultible topsoil shall be rejected by the owners representative or Landscape Architect and shall be removed and replaced at the sole cost of the contractor. 4. Proposed Iron Water Fountain and iron Basin to be manufactured by Robinson Iron - Phone # 1-800-824 2157 Fax # 1-256-329-8960. Fountain Style: Roman Fluted Magnus. Basin Style: 5'-3" Egg and Dart Basin. Color: Verde Green. Contractor responsible for ordering, purchase, delivery, installation and coordination with electrician for wiring, Contractor to provide wiring and install as per manufacturers instructions. No Substitutions for fountain manufacture. 5. Proposed Fountain and Basin to be placed on a level concete slab as follows; Fountain to be placed on a 8" minimum x V-0" Diameter concrete slab with #8 re -bar, 12" o.c. both ways. Concrete to be placed on 8",minimum compacted crushed stone. Crushed stone to be placed on thouro ighiy compacted subgrade. Contractor to insure concrete slab to be level in order for fountain to work properly and to provide mechanicals conections as per manufactureres specifications. 6. Interior courtyard landscape lighting is to be manufactured by Kim Lighting Company. Phone 1-(818)-968-5666 Courtyard Uplighting: Accent light model # EL235LBGR 50 W Verde green in color Provide two uplights for each Pear Tree, Nellie Stevens Hoilies and Colorado Spruce. 28 lights total for Dining Courtyard. 7. Contractor responsible for irrigation for landscaping. , 8. Contractor is responsible' for courtyard paving to be pitched to ensure proper drainage into yard drain inlets. 9. Landscape contractor shall be responsible for the advance notification of the appropriate electrical or mechanical trades to schedule the simultaneous installation of tree planting with light installation and irrigation prior to plant installation. 9 0.' Refer to General Construction Specifications and Notes on Drawing #1 for additional requirements. ca �v M t'Li � cti � � N 04 ,~ a H w � Q U � d w a a� w r~ Cn a W rw Y PWA04 O o > o z N ^ 03 V � Z o C-1 © 0 , c\i 0OVA p " 09 9 12 n = A '� o o 0 o rA ' n •vs 'Fn C) 5 ii a H U W 4t � tit 14: DRAWING NO. : L.2 - 2-of 3 Li LL 00z* f Proposed concrete paver � bench and wheelchair area. / •cetittxline:o t aa�• r` �' Proposed 5' wide concrete Refer to Notes 11 & 12 Proposed Bio-filter. 12.0 8.0 paver walk. Refer to detail. (Typical) Refer to Nate # / 1—;�-.-_ r=�j irk: -4:U:` �... ,�, Bench �i'. ' s:0 Proposed l Proposed boulder 1G R �� ��_ - ►� I _ __ Waterfall retaining walls. o._ i� f ~` ProposeFlat Ro d M' P ra os e Boulders ON 11' R (Typical) ^' = ,•+ Proposed columns & trellis r ?.�. 29.0 + I attach ed to building. . •''. , - �' ._ r_ _ l�ro- - v _ Refer to Architecturals ' . _ •�:..• �. --'-. for additional information. Propos�edPondo e � 3 �a+ h� t _:w Proposed €ree-standang Refer t N o used 1.7 ca °� :Y` l and gate, refer to lders Proposed 4' wide concrete plans prepared by picai) Naver walk. Refer to detail. Martin Architectural Group. I' p I 11 R 5;p %15 l: ' �2 _ -•4. R Refer to Site Plans prepared ,. �� • •• •• by Divney,Tung&Schwalbe 7 0o e r .; an wo r e• :3• ,. ti uza 4. y fJ . beyond �1 freestandin g wall, out. 31gilkway, ti �6c 9 e e 1 R• 15' R Pr �p utilities, grading, etc.) : ----� 7.0 7.0 Proposed concrete ;' ," • $' "� 5.0 � w- '� paver bench area. 11.6 V .5 V .7 '. Center.walkvitb�' ':. ,�,,_ ;. Proposed 5' wide concrete Refer to Notes i1 & 12 15,1 9 3 Limit of concr to pav, r walk, Proposed area for checker board tables. 12,1 I meet cancre wal as per centee.o'aoor paver walk. Refer to detail. M (Typical) 12.Q 11.4 site plans repar d by 4 10,8 i 4• ri , _-- ,- - Divney Tun & S walbe. f X-Tradin-, 0Z Wes Plan, Landscape- Plan PROPOSED CONCRETE WALK AS PER PLANS BY DIVNEY TUNG SCHWABLE OR PLANTING AREA WITH PLASTIC EDGING, REFER TO NOTE BELOW. CONCRETE INTERLOCKING PAVERS MANUFACTURED BY HANOVER ARCHITECTURAL PRODUCTS. REFER TO NOTE 4 2. . . " . ' 1 " MAXIMUM SHARP SAND LEVELING =a; r; • r. •;�:.:�,, •.::,. r ;h;e.•;r.,. , �., :, BED FOR PAVERS WITH A GEO- o a` o o' a" o- o 0 0 0 o a o c O O O O O O O O O O O O O C TEXTILE FABRIC ATOP GRAVEL o�o� Z o��0 n� n., n„ n., n„ r „ n� �„„ 6 SUBBASE OF CLASS 5 GRAVEL THOUGHOUGHLY COMPACTED. ri -- COMPACTED SUBGRADE Note: Flexible plastic edging to be installed along edge of pavers and to be installed as per manufactures requirements. Concrete Paver Detail- PlantN List Leisure Courtyard CRAB 4 Zumi Crabapple 3 V2 - 4" Cal. Malus X Zumi 'Calocarpa' Heavy / Full Specimen PLUM 8 Thundercloud Purple Plum 3 /Z - 4" Cal, Prunus Heavy / Full Specimen BIR 18 Whitespire Birch 10-12' Ht- 3 Stem Clump Min. Betula Plat. Whitespire Heavy / Full Specimen HOL 15 Blue Maid Holly 36-42" Ht. Ilex x Mes, 'Blue Maid' Round Form FULL FAT 7 Fat Albert Spruce 4' - 5' Ht. Picea Pungens 'Fat Albert' SPECIMEN ARB 1 I Pyramidal Arborvitae 8 - 9' Ht. Thuja Occidentalis'Pyramidals' Heavy / Full BOX 28 Wintergreen Boxwood 18 - 24" Ht. Buxus Koreana'Wintergreen' RHO 45 Nova Zembla Rhododendron 24 - 30" Ht, Rhododendron Nova Zembla' HYD 71 Variegated Hydrangea 5 Gal. Hydrangea Macrophylla'Mariesii Variegata' ML 6 Morning Light Grass 5 Gal. Miscanthus Sinensis'Morning Light' PEN 20 Bunney Fountain Grass 2 Gal. Pennesetum Aloe. "Burney' ROSE 34 Carefree Wonder Rose 3 Gal. Rosa Meipitao'Carefree Wonder' DAY 550 Happy Returns Daylilly 1 Gal. 18" O.C. Hemerocalis 'Happy Returns' AST 130 Rhineland Astilbe 2 Gal. 18" O.C. Astilbe'Rhineland' HOST 25 Sum and. SubstL.ice Hosta 5 Gal. Hosta 'Sum and Substance' JUN 80 Sargent juniper 3 Gal. Juniperous 'Sargeriff FERN 25 Japanese Silver Painted Fern 2 Gal, Atityrimn Nipponicum 'Pictum' IRIS 30 Variegated Iris (white & green) i Gal. Iris Pallida'Albo-Variegata' KIM 90 Kim's Knee High Echinacea 2 Gal. Echinacea'Kim's Knee High' DRA 35 Dragon's Blood Sedum 4" POT Sedum Spurium 'Dragon's Blood' VIN 1300 Bowle's Vinoa 4" Pot 10" O.C. (65 Flats of Vinca Bowles' 20 per Flat) No substitutions winless approved by John Slaker Design Group. 4 914-277-5033 Leisure Courtyard Speciffincat" ions and Notes.- 1.Contractor to Refer to Site Construction Plans prepared by Divney'Tung Sewalbe and Building Architectural Drawings prepared by Martin Architectural Group for additional information and specifications. 2. Proposed Dining Courtyard haedscape to be concrete pavers manufactured by Hanover Architectural Products, Phone #1717-637-0500 sales representative Bob Gardener. Concrete Pavers Pattern: single soliger course band paver along all outer edges (8" width), and herringbone pattern within at 45 degree angle. Contractor to provide sample pavers on site for Landscape Architect and Owner to decide color. (Owner to have option to change pattern & color.) No substitutions of paver manufacture. Pavers to be edged with flexible plastic edging and to be installed as per manufactures specifications. 3. Contractor to supply and install a of minimum 8" (eight inches) depth of screened topsoi I in entire Leisure Courtyard area. Soil to be Y2 screened topsoil with proper amendities and PH to support plant growth. Any unsuitible topsoil shall be rejected by the owners representative or Landscape Architect and shall be removed and replaced at the sole cost of the contractor. 6. Interior courtyard landscape lighting is to be manufactured by Kim Lighting Company. Phone 1-(818)-968-5666 Courtyard Uplighting: Accent light model # EL235LBGR 50 W Verde green in color Provide 28 lights total for Leisure Courtyard, 7. Contractor responsible for irrigation for landscaping. 8. Contractor is responsible for courtyard paving to be pitched to ensure proper drainage into yard drain inlets. 9. Landscape contractor shall be responsible for the advance notification of the appropriate electrical or mechanical trades to schedule the simultaneous installation of tree planting with light installation and irrigation prior to plant installation. 10. Refer to General Construction Specifications and Notes on Drawing #1 for additional requirements. 11 Proposed benches to be supplied by owner. 12. Contractor to coordinate with the owner to verify the size of the proposed bench size and verify it W it fit within the bench areas as shown on the drawing. 13. Proposed 12' x 26' Pond to be constructed utilizing parts manufactured by Aquascape Designs Inc. as follows; 45 mil EPDM rubber liner with a geotextile underlayment, Grande Biofalis Filter 3" Flexible PVC Piping Large Skimmer #9500 Pump Install Pond and'waterfall as per manufacuees instructions. Waterfall to have liner and geotextile underlayment under rocks. Additional items required for installation, refer to manufacterers instructions. Pond to be lined with smooth rocks. Manufacturer: Aquascape Designs, Inc. 1200 Nagel Blvd., Batavia, IL 60510 Phone 800-306-6227 r a 0110114 0 A), Ili t~ � POO Z 4;t 20 o ram` i C7 N 4 o N 0 O N N rn •� �' � t z z t fl z a (4 DRAWING NO. L 3 of 3