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DMH 5E � ,� _41, 1 � " �11 "I �,� 11 12 - , � , i /I/- - \ ', i \ - 4 - I -%i __ " ... - "O I - CA* - --7- - _as- - I , i, \F11, 1�� " , l 11 �ii i I i � � il LEGEND /=&O��. , 74 - 1-27771-11 �-/ �11, t, _� i � - ___._11'�� ,� I I �f . : -- �l 4 � / / \ kA RELOCATE - I .� - �� .- �� , , -,:­%-, _­ I � � , t 'I � I—- � , It L - kA � 8e R�6?to'OPEV. - ­ � RIM 280,04 � Cooling I 1�� I I �, - ___ ki� � I <� I EXISTING � '� ,_ I INV. 272.74 --- �� -_ _,__�__ -M-\A - 1 "' 14', - t (14 i � a 11-1-1 � I I I I ___ � _� t I __ I \ I_----- _-*j4:`- - , �' 64 - � - \ 'A " " I` rower I -, , � � t WATERLINE I 1 , 11 6 i - I , I rll�, �' I 1�� t � � � - 4.--- � �, 11Z -­ - � (� - I I X 0:__SA�P_ - — - ___j - i , - 'W'— I ., 7 I" __� I" �',, , � _ , I'll -_ - "" -V� l, I EXISTING PROPOSED X __S � � % 11 11. I � /I t --- --s-q-C ! i'� ,_ \ I I" I It 1� _ ,_), i � ( -1 4 I� -_�t k "i i � CATCH BASIN I 9.06 L.F. 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I ­�\ , � I - - 11 , / I - , -\ \ \ \ / �> -1; , �_ �D -, -_ \ I \ \ I \\ , I 1_, - - - - � /,', ,,, " -11 � GIIFC�,_/v / I I , 1, q \ \ \\ \ I --- , I I R--250.45-' - _ - / \ \ \ \ I , - , . 11 I _ , I "_ ­ " , ,� - I * ,� i I I � - � , I \ - I \\ �, I . 1-25_�,410' __ - 1� 5r " \ / - �_ - \ \ I I I--- - � '� , - - - f ,_� 4, --1 . ­--� - , , I 11�'_ - I I I I 1-25-T 95' - - I \ \ 57- -, 1� I I I \ - - - - - - -, \\ "" ,,,,�` , \ I ,/ __� I I I ,,,� i", -_ * - - ,�, \ I / 7 __� ,_J --I-,- I " �, - - r I This site plan Is APPROVED per Resolution of _�, Z��) I (-h 1-25-T 90' --- , � I \"- ", \ \ , - -1 \ lk" I -_ \ N� \ - _� "_ the Board of Trustees of the Village of Rye I I ) - I � --- - 111� - - "I / I \ it, 11, /' I . � - 11" , \ \0 \ IP ,�_,_,, - I \ � � , - I �\ - , __,� -, � - " - / \ \ � i ,_1 �, I � , � Brook, dated 4= .1� -Z,­� & / L_ _r ___ ___\ 1�__ � I "T"%, � - - -� �1_ � _� -_ �, \ \ I �- I i �, � - I -) - --_ t r 1_1_1)�� \ I -17. 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V:�, \� " I \ \ __------ � " *? - LL I -6 Ix \-\ " (D -_ I 1_� I \ '\ \\ \ __ � \ \ \ " �,_C I �1, - , 11 I - I ,� \_� Z 11 / \ ­% \ �_ \ \ jo \1 \\ i � I ,' �, .2 1 ii I \� �,_ : (D h \ \ ,_ ,-- � ,*� \ ,,,-'1--, \ i � ;-, \ "I . . . . . \ 0io 1_1� � I ___� - ---- - __Z -�, , \ - . 11 I , !ip QN "'.) . \ \ ,�_, ` - <:' , T F= Q (_`,'nHN1TY NY I � I _�_� \ \ \ ,_ � �_ ­,., "j � I ', /_.Y00. 48, \ \A/F-=C�Tr.L__IF- 11 � \ I \ \ � I �, \ Z �___� ) I I I 1� 11 \ \ - � - \ -%� �, _� \ 1� ,i I id `�_ _`_ - �§;, \ 0 to \ �_k I I i I � , �,� I & I I I 1, h, \ \ \ I __ , � 19� ', -1 a 1-1 "I' , 11111101 , '1� , \ \ , , f � \ 1/1_-�� I I �, , _,�\ \ \ --- 1.�, - 0) \ ,�\__ t, j .!�. , "­_� ,PCX Ole \ -c", SI­4EET OF SI­4EETS , I ) I/ ________� � Nk L t , ksl% ­. /_ '84, ,`_ -- I / \ \ �, f " � 0 % .519 , Z V '-_11 � I t, ,,,.,, �, �, ? -" � \ " -� - x % , AS SI­40VVN JUNE 3, 1998 1 _1�1 " , 09 , \ Z \\.\ SCALE .� Z11 -T& __1 � I \% ,1 I " �­ I I XaW�-, \ i)) \ -:�,\ �-� _,� 4 . Iva 414 11;01111111111010 , 16 1 1 ') 11il \ I—, , -1 11 ­_", \ 11 ) 1 17- -e , q Z ", -A REVISED. DECEMBER 10, 1999 1 - � I � � i ,�_�\ \ \ 9�. �, I t _1i _Z� \I<- � --i REVISED: DECEMBER 8. 1999 1 1 1 1 I / \ __ - - I _e� , � \ �� \ � It K�\ I v till ,­ � , I ,_ __� ) iti, , � > \ _�' 1\ \ I ____ __MH " \ C4�\_­ �, -) 110", I Z Vi �> PROPOSED ."'N � . REVISED., DECEMBER 1,1999 1 1 1 11 I I _1�1 � 11 �_� \ �1_11_ � \ � �,_\_ 1'� 5�-?.,& - - __ � ______ I F, �,�, )r , I \ \ \ � � I n . \ UNDEU REVISED: NOVEMBER 5, 1999 � I , - 11 I I 1* I � I I ,,C� - - - - (NO --- �, _1\1, I ,q � 1� I I I ,jd�l - - - \ ;a\\ \ it -It I,Y� TEL. SERYtOIE REVISED- SEPTEMBER 14, 1,999 I I I I I " _ -, ; - - I\ � - - - - - , \ -_t, \ �' -11 i I REVISED: FEBRUARY 1, 1909 1 i 1, 1-11 t-__ I , , I - , 'C', \ _k � I �10� � REVISED: DECEMBER 1,199S " , \ - �(,� I I , � \ f, , ____ �1- IQ �\ IZ 11 � I I 11 / I \ \ -, \ - A - - , - - -_ \ � . I—, % .-I,3 __� _�� REVISED- NOVEMBER 13, 1998 1 � I ? � f \ \ \ ____ \ � . � I , I 1� - ­,-, ..\ , ­ , 4�, _� ; I I I � I _`,_'__� i \ \ \ - - -_ , - - - - - I , I \ � /- \ I( � � CONNECT EXISTING A I � x �� ,__� I REVISED- OCTOBER 9,i998 t , I - - ? ,,,, � \ � I ", I I - - - I \ 1?� 3 51-, 12" HDPE REVISED, SEPTEMBER 2, 1998: ADDED WETLAND FLAGGED BY F.P. CLARK ASS= i '. I � I I I " 11 I I \ ..... . �� - --- �, "I ,_ � \ 111Z� Y \ �_\� ,�--) DRAIN TO 4 1_� I I I �. I � . � - - I I . I I I I -_ � I", , \ \ - - IrE , ,"',_( REVISED: AUGUST 12, 1998 I . I t 11� I , - - \ ) �, I ) ---I-- ) I >C-- -- - - - - \ , ­�' Z /_1 REVISED. AUGUST 3,1998 1 1 % � I \ - - . I "_W___W� _', �,� \ 11 / I I �' - - �z I t" I . .1 I - ""I - \( , I i -1 , .^O 0� �.;Ll I I 11 I � I � I I I . ) � 11 11 �\ �2 1 11 I I I I I 266 g SEE LANDSCAPING 'GRASSCRETE' (Typ.) PROPOSED FQI'( DETAILt$. PLAN- OTHERS ;2!, a: A L.A 2770 PA ;70 Pool 27� 0 7 + J02 49ARA 6L 4eAk7S;7NG rO ArMAIA( J05 4 0C S1 TE 0 + + J20. 9 301"y - - ---- 6YIS77,V0 T J2Z + JJ6_ 5 110' 312 - ------------ "" O,9ARA els a- Re'l,9071"44 + .44, Q e 0- BLIND BROOK 00C 01 Q, CLUB it m I ED OPOS f q. 1;6 REMOVE ASPHALT I E"XIS77114G 120A OP 'K R F- INSTALL TOPSOIL + J21.1 2Z --1- - ------ SEED AND MULCH. Q + + JOJ 6 4j voult i i 1% 1 1 it f I t 1�) H h ir 3E - ----- > rO R,-A0jNV _-XIS,7NO CURS C=3 00ri, + ED > 77NO + �?66, 7 Iz ----- — m + + OC SAW CUT z QC z -A 'U [0 HIAYS ALES, fSCALE: 1 1 5 00' A A,96 > x S '�NS Z Sjyl)R�A (T SPIVG x tILU z WA K rO m 270 N3'26'22"W Z re 6 272 �g6 3 i�E 10.52' 274 Ns S5 + + NaS1*23'28"E %7 4JI z CD Y5,7 4 < UNIT 0. C V) `x6' CONCRETE PAD + 2766 S -TING 13 \+ PAVING + 2,64,4 + 0 5'x6' CONCRETE PAD > SEE SIDEWALK DETAIL (TYP.) SEE SIDEWALK DETAIL (TYP i0j. 2 0 a. y QC 276 QC 1P -APt'� DSC HOTEL PARCEL PLANS FOR GRASS, PAVING TO BE REMOVED 0 15 30 60 90 + AND UNIT PAVING BY OTHE RS t+ SCALE: 1 30' 276.5 4 91 7 It.......... + 7 S.F. H /V&' GRASS + PAVING ION PAVIN ADDt,, GRAS oUSING 5 304-00: '32 PR0el­)Z)r IELEV. 295.UU It1PROPPSED DIVE/ CON�RETE PAD *ND tDOO WAY TO GRADE FLOOK EE/StDEWALr\ U41AIL (TYP.) FLOOR F -LV -'V, 0 ReAeO W PROPOSED WALK Iz FLOOR LLtv- NOT USE ROPOSED 1: 1 SLOPE Ist INC TABILIZATIONI (TYP.) UNIT V, . ..... PA t *11" LEGEND (n ro Wef iA 't 6 EXISTING PROPOSED P� - 000#179 <0 CA75771VG t--,r,-57771VG EMOVE L�T_ 0 FENCE IL JNO HAYBALES AL L TOPSOIL, tDRAIN MANHOLE CXIS771VO SEED AND MULCH. + 276 E I 4P e 9 SEWER MANHOLE 0 J27 0 SPH C 0, IALT *-�l W PROPOSED CU RB aSTA_fTb VI PROPOSED BOLLARD 0 + LIGHTING. SEE LANDSCAPE 0-0 cm, 0' 0 DRAIN INLET 70 BY OTHERS (TYP). + VERIFY STYLE, MODEL WITH WATER VALVE + t< EQC SITE LIGHTING OC 4 0 >1 rn 0 LANDSCAPE ARCHITECT. CAI?A 04C 3268 (QUICK CUTOFF) 3� 0 > EFL TOO 0 PROPOSED 'Vow V SITE LIGHTING C_ +; PARKING (FULL LIGHT) UU4 5' TIE LIGHTING REMOVE S! �=p %..OF HEADWALL 0 EXIS77NG /-E/VA//,5 C04IRT UI �260.7 + 79,2 0 _294— CONTOUR LINE 401. + 400,0 ?,66 SPOT ELEVATION 210 5 + WL", A,�,7 WALK LOCATED TREE low + ALL TOP Of IN QL A MOL 4 WETLAND FLAG S + 790 WL S13 0 ------ HAYBALES AND OR C) SILT FENCE 0 -_----------- PROPOSED /A/0 A,,?CA -now HAYBALES STAKED PARKINGf Aemow I P0 AT DRAINAGE INLET 0 27,97 SPACE L WL A� kI A11C 9 + no QC 2Z0.5 D + K I P DROP C, F (D SPACE 28 8.8ff CURB 522 100' PARKING RAR1r11V6 ARE -A + 285.00 GARA6E' tR SPACE WL A REQUIRED PROVIDED- + 2 EXISTING: 9 13., Joe, I P. 541 541 PROPOSED: 84 7� -AIRWA)l 6 PAQ<ING SCI­�EDULE ;r7 PROPOSED USE: VILLAGE REQUIREMENT + [Z. 2g6 1SPACE/ROOM 100 100 -- ------- 314.63 54 54 215 DINING SEATS 215 219 TOTAL PARKING SPACES; 5 182 EMPLOYEES 1SPACE/THREEEMPLOYEES 61 65 4 1 1/ Qc 172 176 MINIMUM SPACES FRQP SKE7bAL _DIIVG 713 717 _AY CURb �Y jX1,5771,16' STYLE �TEO _ 0 2S4.25 f+ 14 28, Unauthorized alterations or additions to this drawing is a violation of Section 7209 (2) of the New York State + + 15,-1A;C PAI?KIIVG AR, -A C 5 TRIP, Education Low. rl + + ti+ 287,5v S1 A + 2599 40t+T- ALL COURT) l 50� + 292,9 + _2,59. 0 A 50 + 3io. 3 + 2 ST _/V + 0 ro Qc + ��WL A47 260.9 �01 262,2 + 9)� 2 + 5r 2 J. ......... - — - ------ 4, t _4 + 2)9_�', 7 I�AIRWA K + + WL A 8 f/ J + ST e 275.2 N\ \�1,72 2 274.7 _294 4 X, + If + 271� 6 1 2, \27,9-1 + !�J 7 + + + A. Z + IJ el + 217 6' + 191: 279.5 7 -A-15-FINO PARA-ING Alq�6_A + 2,48.9 + -74' % *4 270.5 + + + 2479 -100 + IN It 71, This site plan Is APPROVED per Resolution of the Board of Trustees of the Village of Rye \0 Brook, OC Date -- ------ Proncis L. Fillpowski 0 + 506 ..... RALPH G. MASTROMONACO.. P. E. P 11C -ig ineers Irt, Croton -on - 13 Dove Cou rk 10520 Vt (91 1 - 20 Fax 14- J070 + C� + J04 5 EIZOSION CON AN 310.9 AQQOVVVVOOD/PFIZEQ, + TQAINING CENTEP CONFEQENCE VILLAGE OF P2YE BQOOK _k AND TOWN OF I­­IAQQISON VVESTCI­­IESTEQ COUNTY NY A SI­4EET OF S�4EETS SCALE AS SHOWN JUNE 3, 1998 REVISED: DECEMBER 10, 1999 REVISED: DECEMBER 8, 1999 REVISED. DECEMBER 1,1999 REVISED: NOVEMBER 5,1999 REVISED: SEPTEMBER 14, 1999 REVISED: FEBRUARY 1., 1999 REVISED. DECEMBER 1, 1998 REVISED: NOVEMBER 13, 1908 REVISED- OCTOBER 9,1998 REVISED: SEPTEMBER 2. 1998. ADDED WETLAND FLAGGED BY F.P. CLARK ASSOC, REVISED: AUGUST 12, 1998 REVISED: AUGUST 3, 199a "a 296 -100 + IN It 71, This site plan Is APPROVED per Resolution of the Board of Trustees of the Village of Rye \0 Brook, OC Date -- ------ Proncis L. Fillpowski 0 + 506 ..... RALPH G. MASTROMONACO.. P. E. P 11C -ig ineers Irt, Croton -on - 13 Dove Cou rk 10520 Vt (91 1 - 20 Fax 14- J070 + C� + J04 5 EIZOSION CON AN 310.9 AQQOVVVVOOD/PFIZEQ, + TQAINING CENTEP CONFEQENCE VILLAGE OF P2YE BQOOK _k AND TOWN OF I­­IAQQISON VVESTCI­­IESTEQ COUNTY NY A SI­4EET OF S�4EETS SCALE AS SHOWN JUNE 3, 1998 REVISED: DECEMBER 10, 1999 REVISED: DECEMBER 8, 1999 REVISED. DECEMBER 1,1999 REVISED: NOVEMBER 5,1999 REVISED: SEPTEMBER 14, 1999 REVISED: FEBRUARY 1., 1999 REVISED. DECEMBER 1, 1998 REVISED: NOVEMBER 13, 1908 REVISED- OCTOBER 9,1998 REVISED: SEPTEMBER 2. 1998. ADDED WETLAND FLAGGED BY F.P. CLARK ASSOC, REVISED: AUGUST 12, 1998 REVISED: AUGUST 3, 199a "a . I I I - - 11 I- _117, � - � - I I- - - , , , ­_ ­ - - , , --"- � ­,, 7— ­,�-�-, '�- - - � � - ­­­ - -.1', -7 ,_ - ­ - 11 , , I � 11 I - I - - I I I - 1, � " I I - ­­ 1. 1-1-11 � I I � � 11 I I - - , ­ - - :, - , - , - , I � __ _ I - ­­, I ­ - 1, 1, �­ 1, - I � I , , ��, 11 , I , , �- I , , 11, , � I I '! I I .1 , ! 11 1. - 11. I I I I I �, " � 17 , ,_ I , " _��,,­ i ; , 4, _ -�� 1, , - . � � I I , �­ � " 1 5;� � 1, � . � � I I I e � I I v , 117 k" I � , 1� 4 �, . I 11 11.11 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'll '', � I � - 11 I - I - � � - - I I I I I . 11 I I � I I I I � I I ". �' � I � 11 � I I I I � � I � � ) 1. I I ­� � I I � 11 I I , . I I I � � , , � , r I , 1, �1' I I I . I I -- - - - 1. - . � I 11 I , I I I . I I 11 I I � . I I - 11 I I - - -1 - I I'll � --- I I 1. � - 11 � 1, I - I I I 1. 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I I I I � I 1, I I - � I I "­, I , I I r— I I 'I" I "' 1, I I � I I Z3,5" DIA, KNOCKOUTS I TOPSOIL 1 1/2- ASPHALT CONC, ITEM 403.16 TYPE 6 ; I 1 11 I I � : I I I I . I I M_ .. - -_ / I',' " I I I ­ � � , , " I,<,-/, "I I I I � I I ­ I . . I . I " ,<,,� \"/, ,,, le I I -1, - i 'N�111'1\ ,'��`-"','�, , 11 I EXISTING TOP COURSE - I . I � *� �, " .. ­ - I I I EXISTING 4- 1 - ___ __ . ____ -, I-4 , , - ;.*�,­�,� 11 .. � , �. - �,:�� - ._4 ,.: - --- - . . 6 ': 1 !:� , � . I I I I --- i� --- I- M= U [:3 =3 1-� - � � :.*., -,. 'I `," -' EARTH BACKFILL I . I _�.;_; " %-... - -1 .I'.. ,r -, EXISTING BINDER COURSE . I , :�: � . " . , I . " I . I I I I I � I _F I ---- = = M ED 0 . _­ .1., � ... . , " � I � ITEM 407.0101 1 1 1 , I � I ON EXISTING INLET i . , M_ - , I M_ I M. CIJ IZD, M 1r_Z3 M ED M M I I GENERAL NOTES: - I I - ,.� I I OUT OF ALIGNMENT. I I cz-i M [= i I M [= EZI = =j MMME11=1 L__j L-' (j L_j L_j FILTER FABRIC 1 ,7 / SLOPE AS SHOWN ON SITE PLAN — 1. THE CONTRACTOR SHALL LOCATE AND VERIFY IN THE FIELD ALL U11LITIES - � I I /. 7:1 - ------ ­ *n i , �, — 48" -1 1 =,--i C_-3 1 MMMI:31=1 ED E= M M =1 11 C-3 C3 1=1 = = -,- 2" CRUSHED --- 5' ______ ___ - i __ � GAS, WATER, ELECTRICAL - BEFORE THE START OF Coi4STRUC ON. ; ,N,-,,�4-�_-,-�� I I XTI 4'-O" �� STONE I e �- I _­,�,�_ I I " , I ---------------. r -1 - I I mm- I - = M_ M_ M_ M_ � MD C-1 C-3 = IM " I 11 �. , I If - 1� " � -11 I I I I , 1� 11 11 �, I � I i 31 � I ., I " 11 2. THE INSTALLATION OF WATER AND SEWER SHALL BE UNDER THE DIRECTION OF __ ... :,;� � � I � I ­_'__�L , , I i - _; _11,; I ___,______ L':] �' 1 V-3 1/2� M CD M_ r__1 ED I INLET I -1- __-, _ __4�,__- � I � ��. A N.Y. I �� ____ 11 __ ', T I , . r - I - = tm C3 =1 M = ; PIPING 17-1 = 1-1 C1 1=1 -4 _�,_ _�_ - - - STATE LICENSED PROFESSIONAL ENGINEER., I " I; ij M M Lj M C � IA- I v _________­ . ..... - _­�­� ­, I I �- It 11 , - �­ r---- - - ___ � 6" MIN. . � I , � I , ;� 1-11 11-1 1_-.1--.__-- � ..... .. �_ ___ - ----,.,---,, � " . � �, I 1. 0 i I 1 r .__11CN4 -1_111.1- 3" WALLS - 1--- I - , , , , � I I I v, I � I I ...... _.-.1-N ,,,�:,::,�11_,�:__, � 11 - -1--l-1.1 il � , � I I . I �, I A . i ­­ --- ,�, M LEZ) ED !_=_4 1=1 F-73 E:3 M M [_= IL:i] C-2 r=j = 'E73 I IP , , " v11 1� - . STATE I I I I � I I I 4 ;__11 �"T':_ -- � A� - .1-1-1 �,- - - -- -- -! I 1 4" PERFORATED PVC ! 3. AS BUILT PLANS SHALL BE REQUIRED AND CERTIFIED BY, A N.Y I I - -11 I �__ -- � ­ �, , I RIPRAP: __-___.___1_1___1--o !___,_____'1___.__.___�� 11 `b , _ 2� , A 4. " k i LICENSED PROFESSIONAL ENGINEER. - I � __ 11 ,---- - q ,57,=ci-M N 1 ; -,__,__--_1___-_-_ - ------- I I ___ - , , 11 I— I =, I --I =1 J INV. TO MATCH GALLEY ; 14_1_11 -1 ____11-_1__, - 1 -7 � -i ,,�11 " I 11 1� � ::-�,_L - �:E_-,-_­1_1­­ � ­___­­� I , " =I= M_ r_ M C-3 r ---,j E7_11 [-_-j 4=1 C-7" C-1-1 C_J M_ INV , !�_� � - LU -."�6 ` - � � �1 1�o___�_ L'I ___ �_�=i d5O = 12" 1 � ­ , , , -, W " " , (L -"-"--'-' : I 11 , � /, �___ \1 1 4. ALL PROPERTY DISTURBED IN THE R.O.W, OR ON PRIVATE LANDS, SHALL BE I r - \1 ! � [47__-_.-_-,_ 0 _=-_-.-_,_-=.-_--.j1' EXISTING SUBBASE I . � , , " , " � $ i� I -- --i C-1 I 11 %- ., , �811', � -- _-, ,_____________,__ , -il, � -- - ; k ,"" . I �e I " I I 11, � 1 ,-:_,,, -1- I �,, � il K C -I CD M r_ I I -I,,. � I! I V ::!�, ,,, - E�� I , . �__, - "I -� ,,,:."�:,,�,,, 1� � ,,I � F\ _j -L--,j DITIONS. - 6" � /, , _-1. _:,_'_11 " , I �,�% � 1 -T-_-_:7-__ _j :__: - -_ 48"— - � I I a , //, .� -,-_-�,-,-_1,1­1:1,11 �t ;; --",-I �, -- " GRAVEL I I I 'I 1; _,,�,_-_ , -_-11 o 4'-O" 1-3 1:3 L -,:j 1: . VARIES REPAIR EXISTING POTHOLES � � I � " I � � I I - - ­ �� �',,,� , ,4 1 1, - __ !1� ___� I - ' - W �,�, � - - _ i I � L 12 � -,, I , �­ -_ - _', � � I I X �, - ,� ­ It - 1 .61, ."', ­,� --� I - I ��__ 6� ,�! , � ­­_� I --- -1 END SECTION .. . ", LINING ", 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL APPLICATIONS AND I " - " " I I \ , � � i , PERMITS REQUIRED FOR CONSTRUCTION. a 2.5" D FILL ,- .11, 1 -1 , ` I " � - '. I , 1 6 -V I I I D I'' . 24'*_� \_ 24" L_ 24- — 4W -----J-- 24�' IA. KNOCKOUTS 6' CLEAN I THICKNESS = 18" , � f6 I . X I — 1'/111 -, ),I-. �, \ ;�� PAVEMENT PESURFACING SECTION 6. THE ROAD AND UTILITIES SHALL BE STAKED IN THE FIELD BY A N.Y. i . � I - W I I . , I I INSTALL NEW STRAIGHT PLAN . I I / / -_ GRAVEL TO BE SURROUNDED - ---I , ,,, - " I � I'- ,�� I I I OVERSIZED DRAIN -3 c:j I BY FILTER FABRIC. I- --i 8 . \_", � ­ ­-, _ �1. I � . STATE LICENSED SURVEYOR OR ENGINEER. (A . EXIST. 4- ---- T- -Do C ,�, ), � if - N. T. S � I ", , I < I DRAIN ,�� INLET TO ALIGN RIM M C I 1�11��,�Nl \.,_­' ,_�_:�,__,_:,)C__'_ 3 1___1 t-11 � I WITH PROPOSED CURB� , THE TOWN/ - I 1, I I 1,_ I I -a PIPE 1 -4 I_ cm [7-:1 1-i M c2j ., 7. UNDERGROUND GAS AND ELECTRIC SHALL BE AS REQUIRED BY :r � 6*' MAX. S I I . I , , , � N'1- "�'(, 111�1' I -- - WI VILLAGE AND CON EDISON. . I , ". " � " , "6,< , 11 1-1 I I 1 2 � 1� I- . I - I I [=1 M Mj Ej M FILTER FABRIC � I F . , SE NOTED. W � , I � " � �- �- I . .1 I � 8. ALL DRAINAGE PIPE TO BE HDPE UNLESS OTHERW :r � I "I - � - I ., � � �� W. __ , � I I 1 2" ASPHALT CONIC. ITEM 4-03.16 TYPE 6 � � I i M =1 F=3 = C -D-1 � I -_ __ '' - I � , I -3 M I THE USE I I � � 1� AS REQUIRED � ­ - I , ­ I I [= ED =1 C 4�-O" - I NOTES: 9. CATCH BASINS AND DRAIN INLETS ARE TO BE PRECAST CONCRETE. � I I I , r- -- �2'4" 48'* -\j- 2'4' 1 1 - 1. LINING THICKNESS SHALL BE 4" FOR CONCRETE, I OF FIELD CONSTRUCTED STRUCTURES ARE ONLY UPON APPROVAL BY THE I I ..� I I �� % ­ 1, - � .. . � , I � , � I I =1 E -D ED C7_1 M 18" DIA. COVER 1.5 TIMES THE MAXIMUM STONE DIAMETER FOR 4" ASPHALT BINDER ITEM 403.11 ENGINEER. I I I �. - . I I � �, ., 6" BASE COURSE SHALL CONSIST 3- WALLS- 1-- I F�Zj 17_j CM [:'j [7-:3 d5o = 15- OR LESS, OR 1.2 TIMES THE MAXIMUM , 1 ,,7 "' � , ".., 1\ SECTION OF COMPACTED 3/4- CRUSHED STONE 10. EARTH BERMS FOR DETENTION BASINS SHALL BE EARTH FILLED CONSTRUCTION � -'� ,,, ,,, a 70SH STONE�' I -:1 = STONE DIAMETER FOR d 50 > 15'. '-12' 1 , i I I I - 6: ED 1i 1 I I E-JED C:3 L_ L__ I REQUIREMENTS: I USING WELL GRADED SOILS OR CLEAN FILL MATERIALS, COMPACTED IN 6 I - ­­ I ___,� 1�W____r_r_1_ - -.1111,;, 2. FILTER FABRIC SHALL MEET THESE LIFTS TO 95% PROCTOR DENSITY. - - _! � -:-UNlD � ­­ _­ '- ­ _" E , _-1 t 1 1 - , __ 1_�,_ iiimT� A -'-- _"-___ THICKNESS - 20 - 60 mile. GRAS STRENGTH - . � � 1_�",,1_1_177_­`��R "I — I— I � i IL , '' , i -1 - , RlItO � , � � ,_ f , �, _; i - t=_ ! - I I -- , - 7; ; " -- � I_ 1 ! ,_'_ ­_ ) -, � i ­ I , , ­71� , , � - �� -_ � _', i, - - SIDEVVALK QAMP e �) 90 - 120 lbs., AND SHALL CONFORM TO ASTM D-1777 I � ,1-117,, _ I/ I — � I , � -TE= I / ""i 11 " �, _7 � I CONCPE= 4,-O -- I , i 11 I ELEVATION TAKEN FROM FLOODWAY MAP PREPARE F 1 —48-- 1 I ,,,,, " , �`­-'��!,' 'I" 11 ii. BLIND BROOK FLOOD 11 - , �/ `,��, , \ ""N' �� , - � . ttt":/'t��,t\ " 11 .� " : � ii I "I - SIDE MEW N. T. 5. PLAN I I �' � ,,,�', \� 777 I 11, �� " , � I , , I , I I I,- ",\'1111, � , ­­ \ THE TOWN OF RYE. SEPTEMBER,28, 1979, PANEL # 36093 1 1 kL-----4--6" __ - __ �11�_�_�-, , - % , ,,, I I I "., I I I � - , TION AM. , 14� - - - - , " \1 I \­ � - ,,,.,, � I 1 14 ', - � �� , �",'��,'�_,� , -- I - � I I 1. .�, ,,, ,_�� N � " - ", , �� -, 1i 4- FLOOD PROFILES 03P, CROSS SEC , , I I EXISTING DQAIN INLET ANNEL . , I " , , , I I I �, v Id , . .v , . � , � d , � _ - I CENTER SECTION v , � �, � i . v , , I , , � � 7 " v . � ,4 e � 12. A PERMIT FOR THE PROPOSED FUEL TANK SHALL BE REQUIRED PRIOR TO ,I I I I I I , I N . T . S - 11---,�,�-,�-,-.-�,�-�.11,11-11,�-----,-,.�. �-�,�------,-,,,--�------.-,,--A--, ., I , QEALIGNMENT DETAIL � URFACE WATER QUALITY GALLEY, . __­_ ------ _ _--1. __­,�_ _1 __ 21-- - _1.___­___1_'__Ln__, 1 I CERTIFICATE OF OCCUPANCY. I il INSTALLATION INSTRUCTIONS: I I N.T.S. FRAME AND GRATE 1) EXCAVATE TRENCH TO REQUIRED DEPTH. 6- BASE (ITEM 304.02) I, CAMPBELL NO� 2915 13. FINAL GRADES AROUND THE PROPOSED BUILDING ADDITIONS SHALL BE SET 2� �NSTALL UNDERDRAINS. BY THE ARCHITECT. 3 NSTALL FILTER FABRIC SUCH AS MIRAFI 14ON OR APPROVED EQUAL I i 11 I , � � ,- F!N!SHED_.qRA_DE_ ___ / I—- - ___ _________ I TO THE WALLS OF THE TRENCH. 1 14. SITE SIONAGE BY OTHERS. THE OWNER WILL DIRECT THE LOCATION AND I FRAME AND GRATE CAMPBELL #2541 41 INSTALL GALLEYS PER UTILITY PLAN. PLACEMENT OF St N . il ___L M I �L_ 5 INSTALL INLET PIPING, CEMENT IN PLACE. T SFCTI N � 9 I i 8. - - 6 BACKFILL TO TOP OF GALLEYS WITH 1 1/2- CLEAN CRUSHED STONE. I � N � . . 1 15. TELEPHONE, ELECTRIC..GAS, AND CABLE TV ARE SHOWN SCHEMATICALLY, I 1 7 WRAP (COVER) TOP OF ND 1 1/2" STONE WITH FILTER FABRIC. I I NOTE: USE CAST [RON ----' -1 — 2- — -I - 6- PRECAST CONC. 8 BACKFILL WITH EARTH, TOPSOIL, SEED AND MULCH. 5 1 -RADE THE CONTRACTOR SHALL COORDINATE HIS WORK WITH TH : I I_ 2 COURSES FINISHED 2��4��71� THE OWNER TO DEVELOP FINAL PLANS FOR ANY RELATED WORK ON THESE "_'� , _/ t 11 SQUARE . ._;�577//"�,,,:�,��. UTILITIES. I j I \--I --- J1 ,.. il 11 -1 --- -1.1-1-1-- ----- - ­­. ­ CONC. BRICK 4 11-11' /,�', ',� , " ," , , , I _,*�_��1/11/1�!F�17/7 �,<%,,,__ I, — - __ ___ GREATER THAN 4' - , �, I'/ �,, " ­­ 1, - ,"/,'.,,, �� , - , 11 - -1-11- , __ �11­,,�, ��N, , "" 1, " �� I � �, , - MAX, PAVEMENT LIMIT FOR PAVEMENT REPLACEMENT ____ - 1, , ,,�,�,�,� , � -1 --- � -- ----- - �1_ I "I , 11 " , "', -,�""­,,N­­,, I - ". 11, /,,,,� ..� I � I-,-- — CONC, BRICK (CAMPBELL No. 258 . - ,%� ­-, � : 2 COURSES ___­_ ___1` I - �,;�,%,�` ,,,,� ,* �� �z � , , I i I OR EQUIV.) 11 6" SOLID CONC. Z NOTE: USE CAST IRON . I I 1, ,, � �,,., i �-�" -, \"�� ; I - 6" . - 4' x 4' CONCQETE GALLEY I � , - ,,�,,, 1 2" ASPHALT CONCRETE I - - 6" PRECAST CONC. 4 41 I 2 STEPS FOR DEPTH I " � ", _ 11, I ,_ ",/ I � I OF- - - PRECAST CONC. " ��,, <�,, � �-,-, I � \ I '� � I �' �1.1 I I , . LINE CUT WATER MAIN NOTES: �, - W — 2' - — . - - � 1� /,�, I 11 '111 LINE CUT '-6" - - L -- -- - -jo 1. -6" 1-1�6-1 � I i 4'-00" a -6' 1 _� _� 0 GREATER THAN 4' N. T. S. , "', " " ," "I '11, I \ r--6 1 ---i --RED ,; I 1 4 __ 4 0 (CAMPBELL NO. 2580 _ I OR AS ORDERED OR AS ORDE 1 . ALL METHODS, MATERIALS, FITTINGS, DEVICES, DIMENSIONAL � 7777 - - - - X 12"-18" PIPE �L= Z . .1 I �� I OR EQUIV.) I � . j REQUIREMENTS AND PROCEDURES NECESSARY TO COMPLETE THE WORK I _,!� D . * 1, I —,-- - , I I I I - -_ � � IL , a � GQASS SWALE � , � ' � t In EXISTING SHOWN HEREON SHALL MEET THE APPROPRIATE CURRENT AWWA 7 I W EXISTING � I I I, < I SPECIFICATIONS IN EFFECT AS WELL AS ALL REQUIREMENTS DEEMED I X NOTE: I N. T. S. I . ASPHALT MACADAM ,BASE , t �' � PAVEMENT APPLICABLE BY THE WESTCHESTER COUNTY HEALTH DEPARTMENT OR - 11. - SMALL DRAIN INLET . PAVEMENT I I I � w � I � , �0 W I . -- I - ­ -Irr - "' -1. V) 0 ", I I � . � . I , I �X_ I ANY OTHER GOVERNMENTAL BODY HAVING JURISDICTION OVER SAID . � 2 T < FOR DI 1F, 2F & 3F 11 OD I � I I I - - I I - �;_.� 7-7 4 . 1� 1 ,,,'�-,:,-,7�-7�-,�\7�l",��,��; ,_7777177 1 ,N,<,��,\�l r , ,77��,-\,�,� ,'�->,\',,\,-,',','�--�,\-�A,�.1 WORK� 'A ,\:, ,,, , .7 , �-11;��;""��,�\\�ll'�l--,�,�,�, , , � I AS SPECIFIED 1 1/2 UNDISTURBED MATERIAL , " \, UNDISTURBED MATERIAL 2. ALL WATER MAIN PIPE SHALL BE AWWA C151-76 THICKNESS CLASS , - -1 1 8" SUMP - _­ FiFTY-TWO (52) CEMENT LINED DUCTILE IRON PU H -ON (RUBBER � I , TRENCH WID ! INSTALLED NTH TWO (2) BRONZE WEDGES PER � 1� ,6 � � , GASKET TYPE; AN � I - I 11-_ PROPOSED DETENTION BASIN / , TION SHALL BE "TYPE 2 AS PRESCRI ED IN A I � --r— , .1 � , . � I � " I e�, " 4 - t-1 I - I . I �1_ "I JOINT. INSTALLA I -1 TH /,-,q I I I ­ I � - I , - --ill-, C600-77, PAGE 8. . � I i � , i 11 I 11� I - / � i , , I , I ; , 6" CRUSHED STONE I 11- - , -1 . � 1, � . I I I I , PAVEMENT 1;�EPLACEMENT 1, ] 'i Z� 11 — . I I �. I,, 1 ,�, ,/ 1 ASPPALT CONCPFTE , � � - , I , ­,� �_�___ , ' ' * ' *' � '� ` i ­­ I . �� - � � . 1�i, � � - I I � � " k . I - I �. � - __�, � ; ------- TOP OF BERM 258=* / _� + 1 3, ALL PIPE FITTINGS SHALL BE DUCTILE IRON UNLESS NOTED I i r�" CRUSHED STONE, ­ - _r �--�����---�,.��-"-���,-',�,,�,,�,-��-�,-.�--,- Z1,_-, !�;, � I ­­ � ,_ ­_­_� ,� I - � � 6" CRUSHED STONE ', j - N.T.S. 4__._1___T?;__,_, -1 -%-,_-----1---(--4 ­- -- ---�-`--�-­ '�,_�_-.,-�,--- ­-, '-� ­­,", . � q - I OTHER . - '_ e � ­ I 11 UNDISTURBED MATERIAL '' I � � 1�, , - -11 ,:��, � - , � " - - -, " � ­ � � - i 1� I , - � � -, , - , - Z � � I % I � , � � - I -11 ) I __1 _ _ � , , ---- � , ­- -7 � I I 1- , � �'_-�_ -,� �,_�, � 'A 1 � -11, �­­ ','-I � �' " � I � I _,_1__ __ G/ " , ',"- ­ -- , _­ ' _ i _­ I . 10' MINIMUM WIDTH I i - � ,I �� ... �:-, , �- , � � �, - uNbisTURBED mATERiXL,'-', � ��­ - - 'A k -1-11 � -, , _ 11 - ___­ ,r'-,_­-UNQISTURBED MATER ,,, �,�, - __, , " --�--,11 1_0 7- � , 1- -7_77� " -, �, 1 _1 � -7, I I r , ,- , ,\ VES SHALL BE PER N.Y.AMERICAN WATER CO., IRON - , I -, - , � �-` -� 1. � ---- � , � -,-�­ _�, � , � ­­; � , - �,L�, !_� - �: , " --, - I t 't / 1 4, ALL GATE VAL I 11 , I ­ I � . I CS A e BODY, NON -RISING STEM - CONVENTIONAL PACKING, BRONZE MOUNTED, I I FRONT VIEW SIDE VIEW SMALL DQAIN INLET RIM 257.00 �?/�/ � \X DOUBLE DISC TYPE WITH MECHANICAL JOINT CONNECTIONS, OPENING I N. T. S. V 100 YR., FLOOD ELEV. 256.88 -1 . 11� SHALL BE LEFT (CCW> AND OPERATION SHALL BE BY 2- SQUARE I - WRENCH NUT. MINIMUM WORKING PRESSURE SHALL BE 200 PSI. I I DETAIL OF CATCI-A BASIN r ,---- � I I 1 2 / / 2 OP I'll 5. ALL VALVE BOXES SHALL BE TWO-PIECE SLIDING BUFFALO TYPE SET � I I N.T.S. 1 1 / / I vlb* 18' WIDTH FOR FIRE ROAD SITIONED PERPENDICULAR TO THE PIPE AND ON I EXISTING . / / — 9' WIDTH FOR CART PATH COMPACTED BACKFILL� � I i PATH , ----.,, � .­_ 6. ALL CHANGES IN PIPE LINE DIRECTION, BOTH HORIZONTAL AND I DRIP LIN ,J---/ _____ INV. 250.06 VERTICAL SHALL BE TIE-ROODED AND THRUST BLOCKED NTH i I -_ D CONCRETE AGAINST UNDISTURBED EARTH AS DIRECTED BY THE I I - 8.82 L.F. 9" PVC 0,00 % - L -LEN. OF PIPE - 2- TOP COURSE - ITEM 403.16 TYPE 6 1 ENGINEER. � FRAME AND GRATE i DRIP LINE I IN PAVEMENT USE CAMPBELL NO. 2823 �� - - - RIP -RAP LOW FLOW CHANNEL !�!­.'1�11, 11��, _,<-, � NOTE: AT CROSSINGS, ONE PITCH 1/4 -/ft 4" BASECOURSE - ITEM 304.02 UgALL FIRE HYDRANTS SHALL BE PER N.Y.A.W. CO. WITH SAFETY 7 ­ ''I'll'', I I �' ­ i -.1 - --- IN LAWN AREAS USE CAMPBELL NO, 3224 _ ­ ; _: I i,.�� � �­ " FULL LENGTH OF WATER PIPE GRADE 1� \ ; , �,� AK -AWAY FLANGE, 3 -WAY, OPENING LEFT (CCW). THE PUMPER 'r 11 - " 777-177' ! - ,, �� �.q, "I � , , �­ lk , "", . _L "_� '\��, 11\111X1<\' �11�1:,_ I I 11 1�, ��, L _p�4--_­,, -L' IS -1, I 1�11'1�1� I NOZZLE SHALL BE 4 1/2:, THE TWO HOSE NOZZLES SHALL BE 2 - _� " ` " ,� , ��, _ I I I . r, 1a��Y�_­_ - �____ , -177 �T I ", , /2 --I- L/2 - SHALL BE LOCATED SO BOTH _ ", " '� �' , , , "\, I , I ' HOPE 0.57 % j� J_ 74111777�_Y�2 FINISHED I 177 I � 11, "I , , I ",. I -, �� " I ,�, "Z,`� " ,,,,� 1'_�1.1� OR APPROVED EQUAL. - I I , �,,11'1111�11�, `��` , �� -1 ... �­ JOINTS WILL BE AS FAR FROM , , 7 7. ��,, 'A' �, I", .1 .� .. . i , I , , . I 1. � .. I 1 165.25 L.F. 24' 1:,-��<Zl .... I I I � I , ., I , " � 1 , I �./" . . '. , : ,. . ­ � - . 1. . . I 1­1FINIS�EP-91RADE __ _______1 1-1-- I .­­ - - , - . I 1 4' HIGH SNOW FENCE SIBLE. I-,- - I , , I - , � � �� � /�,�, -1111-1-1- � 1� I 11 . . , I � , I �,."� S 8' O.C� AT I-- I "/' - 11. I I I � - . ­ . . I - I WITH POST I � I " 1.11' " CONCRETE SUPPIORT BLOCKS SHALL BE PLACED ON I I ,. , ­��,,,,�,.,,�'i'�, I ,�­, I — 1 ", ,�', 7`,,`�,"�� '_­� �,, " AN TO ELIMINATE ANY IMPOSED LOADING ON WATER MAIN I NOTE: USE CAST IRON Ifill] DRIP LINE OF OUTERMOST INV. 24" OUTLET 247.43 N BASIN SANITARY SEWER OR ,,,'� � I . I _­ I-— ,_ � � INV. 0.40' WEIR 253�4 STORM DRAIN � , 11 �,,,/�', "I' �, , "� �/", "' /� WATER M '' - I INV. 9" LOW LEVEL PIPE 249.00 SECTION -----1'-____ GRE " � �"111111 BRANCHES ' 2 COURSES ATER THAN 4' __ . I -I VE ER CONDUIT. CONC. BRICK , (CAMPBELL NO. 2580 .1 I i r =,30, - A 1 _6" _V1. , i �� DQIVEVVAY SECTION A - 6" PRECAST CONC. OR EQUIV.) - I I . , 1! MINIMUM VERTICAL 5. FLUSH OUT ALL WATER MAINS AND APPURTENANCES AS DIRECTED BY � � I I I I ! T lfflii SEPARATION = 18" THE ENGINEER UNTIL THE WATER RUNS CLEAN AND FREE OF RUST AND � � , � I 0 � ;;�­ � - I t 4 i; DIRT. PRESSURIZE ALL LINES AND APPURTENANCES FOR � — 4�-00- 1 H-$ VEQ. I I'= 6' ! �ili r , � t , . . T (48) HOURS, 0 1� .1 ''A1111 R AS DIRECTED BY THE ENGINEER, TO I 7r77� 7_ I— W — V-6- 1�� I � ;, 4'' H i I . N .T.S. FORTY-EIGH , X I 1'�:__ _,1 __�­__ I 11 I - D 11 I __1 I . -11, -1--l-111 -1-11 111- - -- I --- I I K OKEN PIPE. THIS SHALL ALL BE DONE I - - , ____ - - I � EITHER AS A TOTAL PROJECT OR BETWEEN VALVED SECTIONS --AS . I I -, - a ! 4'x4' OPENING. I I 1 2.20' 1 'WATERMAIN � DIRECTED BY THE ENGINEER. IF PRESSURE TESTING REVEALS ANY I I I W ...... , I I - ,,I I I I X ! � I I I I I � LEAKS OR DIFFICULTIES THE CONTRACTOR SHALL PROMPTLY UNCOVER I - - 0 ! Z/11" TOP OF CONCRETE 257.00' 1 1 : ­ -, -1 __ 0 , IS411 � ; . --111 ­­ -1- � '_: LY REPAIR AND RETEST � Z��_� < 0 , AN, 7.00' 100 YR, FLOOD ELEV. 256.88 !F -71 - �_� � � , , " -, ­­ ---"- - :L_� :_--:_:_ - THE LEAK OR BROKEN PIPE AND IMMEDIATE I � I i - = 1- �A SAME. THIS SHALL BE REPEATED AS MANY TIMES AS MAY BE I �� -F 1��,, I - 4'-O'L-- I REQUIRED TO DEMONSTRATE A TIGHT LINE TO THE SATISFACTION OF I 1 18" SUMP AS SPECIFIED i I CAST IRON STEPS MINIMUM VERTICAL . THE ENGINEER. I I I - I � I � I i I" EQUAL TO CAMPBELL = I SEPARATION - 18" CS 5A CS 5A ATER MAINS AND APPURTENANCES SHALL BE DISINFECTED TO I - ___ 1:1 - PLAN 'I ELEVATION *�,��, 12" b I � RIM 313.84 10, ALL W a \ � I _1 �_ i � — ., �', I - , _a . 1". I *,.�, '__1 "I 11� . 313.84 THE SATISFACTION OF THE ENGINEER, AND IN ACCORDANCE WITH I I ; , I I � I' � 11 � , � i ,� n STORM DRAIN L___r f � I - — E WESTCHESTER COUNTY � t , I 1; I .1 I I " . . 11� 4 2 1" ',� *�', �=-T I � ,� 1�� THIS SHALL ALSO BE DONE IN ACCORDANCE NTH AWWA C651-86, - �, 1. . . ---- -- 4 v -� , I � ;, -� ;� " ­ I � � I I � I I 1� ,� J�� I I - . 1� I . � ­ I I � ' ' ' ' �'i � I . ,6" CRUSHED STONE ' "' I � ", �u I A � I 11, V, I - � � I � Is. , CRUSHED STONE, ' , , ' I t.11;_ � -, ,_--',-1- 11-11-11-11 ­­­ `­­ 1-:11"- �� � - ___1 I III L -i I --I-- V # I I I � � � '� '� � �­',--' I - , ­:� _­ k - I � - , :�­� ", , ,-",, � _,� N 6 - 4 4 1 � �Ll �� ­,,­_ -- --- , , ­ - " � _1 �, BE ALLO D. I , . ­'! , '' - --,---,----I----- . TP ->EE PQOTECTION DETAIL � ----I ­--�­�, ,,--" _,, ­ 1, I I ,-,-, � ,_­ ----," ­-� t - - � I -- - �_-t, � ­ � , � �, , ­�� � '� , � �_ _ � � � , - '' � .-, ­ �, 0.4' WEIR -11­_� --�--­UND L ------ ­­`� 'I - - --- � �,-U TURBED MATERIAL,. �'� 1�_-,_ " ____L__ 1; � , " " 0.4' WEIR = INV. 253.40' j__ 2.50' 1. - - - -- 1- - -- - - _­ - - - . �, �,J-: ­ ISTUR6ED'MATERIA �',,_ � - I NDis i N. T. S. INV. 253.40' 1 1 �__ 11. NEW HYDRANT DRAINS SHALL BE PLUGGED AT LOCATION ERE THE , _ ,� -i �'­ - � �,­r,,­�; ­­-� , � -­7�,,_ � %- __�, � �­-. --l- �_, -11, _,_�,�� ­­ �', , 1 _1-7'-'- ' L/2 L/2 - 4.00'— 6- - -1 1- — I GROUND WATER TABLE is WITHIN 7 FEET OF FINISHED GRADE. �AT � ' � . ,FRONT MEW SIDE VIEW ,�,��, --I [-- 0.4' F -- - 4.00'----- 6** SUCH LOCATIONS HYDRANT BARRELS SHALL BE PUMPED DRY AFTER i I I I ., -�yq,, I = EACH USE. I � NOTE- I., 0§�, I i r DRAIN INLET DQAIN INLET -',,,D rL-LEN. OF PIPE ----I - /1-_,\ iI - FOR DI 1C, 2C, 2B, 6A & 3A -Z-%Qg�j - - I - I N. T. S. " �� 2'x2'x6", 3,000 psi I A I " I I . I - - 6" CONCRETE HEADWALL - - 6" DP_'AIN / SITE LIGHTING NOTES: I 1 1 1 �- ----------- __ - INV� 12"&15" 309�50 ^ I INV. 12"&15" 309.50 OVAL SHALL REMAIN THE , � � � - , ,­ __ CQOSSING It � 1W I ' VVATEQ MAIN 0 , ,-�, 1. ALL EXISTING LIGHTS AND POLES MARKED FOR REM . , "�7'� �_� -71 . I , _____'r I I X 0� �1% , --' __ — 4 -0" N PROPERTY OF THE OMER. I <W SELECT WELL -GRADED , I I I " �, INV� 24" 308.50 r� - __ INV. 24" 308.50 1 1 :E01 1, 1, '__� ------, N. T. S. i W ''I I- - 4- - ___4�: 1 2. QUICK CUTOFF LIGHTING SHALL BE MODEL FM-CC21P-TYPE III-175MH-DEIF i I 0 , (1 2- LIFTS MAX�) SIDES OF TRENCH ­_­_­_.__­­ - --1 I - I - = Y KIM LIGHTING. i - 0 1-11 , -1.-F: " PVC 0.00 % \ - t i I V) "I" A% MAY BE SLOPED TO !____-1_1_11_1__.-1 1, 0 9' LOW LEVEL 249.00' b 1 � I � �4­ _­­­ ----- -- =­!­ ! ( )_ \ 7 9 3. FULL LIGHTING SHALL BE MODEL FM-CC21P-TYPE V-175, " < I'll, ', "' SUIT SOIL CONDITION LOW LEVEL INV. 249.00' I - MH -DBP � 11\ __-_1_-- _____ --I----,- __ ... -- - 1 � . I 0 141 1-1 --.--,,--,-.--. �"� It b It � - (�r , 1� �,' . : WHERE PERMITTED I � J_ . INV. 12" 307.00 0 - q - INV� 12" 307.00 AS MANUFACTURED BY KIM LIGHTING. I I I ;i IX I - -_ I -_ I ZO "Ill, , I _____t TO GALLEYS I "I M I "I, I TRASH RACK 1� I-- 15'--1 1 TO GALLEYS 0- CL n 4. EXISTING POLES SHALL BE SAVED AND REUSED PER THE OWNER, NEW POLES � �w - 12" - #4 REBAR MIN� - T I Ix SHALL MODEL PRA12-4125 (ROUND STRAIGHT POLE) AS MANUFACTURED : ,�.,� 12" MAX. MAX ,'-, I :2 I j CASTING AND COVER IN LAWN AREAS a I 0 3 . ' - 8" MIN� - I I " MIN��_�­',_` / D � SHALL BE EQUAL TO PATTERN #1305A - < ,' � , , .t 8 ,,� f>. -12" ; \ `,:�. " 24" HDPE INV. 247.43' U) BY KIM LIGHTING. 14* POLES REQUIRED AT BASKETBALL COURT� I ir N", I I C11 �_ � , 24" HDPE INV. 247.4,3* _ I -A . - U) . , i i IN PAVED AREAS SHALL BE EQUAL TO to � 11<� 1��11 ___________ � --- I . I . \% I �1'1 6. 1 3 t R -L------. I - I = , - WATER ,:­ I PATTERN #1204 AS MANUFACTURED BY 't - I I I -.4 I CAMPBELL FOUNDRY CO. HARRISON, N.J. �, I ---MAIN \\� 6- t #2 1 . I`, - - W� �CRUSHIEO STONE- ' ,� � � , ­��'�,\ L" ' " '_ " I, YU0BkD­M1�ttkIAL" �,I�, � �L�,'�� � �` I �_�_ NE- '� ��--fl��--l"---",-I�-','-'-':-'"Y,-,zz!Z-,�,T'-7:1,zI I I -1 � � --- �­ , , � , \ , I I _ , Zl>-"7 1 1 ��­­_rl­�,__T� _i7�z_�­-­­,,_,_­j,, I ' ' ' ' �11, , � , - - - -1 _"� ,',��,` , "s, ' "' ` ` 5 '' ` �Rl�lt6 �MAtE0tAL,`_1,',,' \,<,` " -, " �,-,,� -.: ", �,,�,\ PNQIS I � � I I I � I I I I - I 11 , I __� � �­�� , , ;i'� � �� - ---k- , " ". " 7_1 �__ I I , ", ': _. I 'L , -', -�MAT - , I e ­T,P I I � . I I , �, I , ; i , ;1_� ,�' ibi�� 7 15WAC' " I � , .",- " � " _UNDIS , - � � ! f 2 - 5� - i ; I 1.��. I �, i . N--:��,, � i'ju? N6 S -W '9t07, -M A kkC L I "I I i � � . I � I � ! . 1 : I I I I 11 , .1 i 1 i � 11 __�_ , 11. I , , , , 7 ,�,%�;��,\ T - 11 61-' , I � ; i I �,�, "� ", - ', � ELEVATION ; � , " , ; ; ELEVATION � TOP OF CASTING = FINISHED GRADE "I , , I , " , ,,, ­ , , , ''I SECTION � � I ­�",�,�:, I 1 1 SECTION � - _ 11 , AND TRIMMED [ i ; I i � i 1 2 COURSES OF BRIC<�_ CS A � i 1 I I I I I g I ; � I I � � ; i � 2,-1 1" (CONTROL STRUCTURE) I CB 5A I . 6xi � �, IN EARTH N.T.S. ZIP -TIE � !W N. T. S. I I zwi Z I 1 3* -O" DIA, S.W.D. :� V)i D I . , ----,---- �_ 'TEE' BRANCH i * 10 FT. MIN. I I I I X >.i_ M �'. I I CAST IRON STEPS \_ 0 � SEPARATION W I � 1, EQUAL TO CAMPBELL --I 0- ",\,III I.- I I ________________.j-,--� X, 77, / W , , �""A, , , , , ,/7'77�� 7, <1 � � � ___ � 2 i < PATTERN #2588-1 12" . ­�,,, Xtj :;t � � �', � I I MASONRY / >� X _�11'_ pz - . I _-_1 DAM <W � � SELECT WELL -GRADED " SIDES OF TRENCH < � I , - TAMPED BACKFILL - I I ­ -1 111-11 - ­ .___1 I- 1__1-_____ - - � I . 11 'I, ----n �o -��,. 21" DIA ------ I I',' ".1 V) U)i ­ - I I- .11, 1-1 -1 11-111 11.1 111-11 - � I -------_, __ � ---- --- I - I — INLET 0� ,X, ---) /,' MAY BE SLOPED TO I I I I I -1 I ,f-1, � " ­ ; 1. : -7 (12- LIFTS MAX. - �� � I , I - 200 SOIL ,`,', ) " SUIT SOIL CONDITION _�, , j I � 1. , 0 . i ,,, I � PERMITTED ,� �1, � �� � � RADIUS ,�� _>-1, ___11 1i ; - I --,I;r FINISHE i � � 6- , 2-r5"- -,,­�,, - 1�1 i "" " ,,- _ , ; � . I—\ I -,- ,,,,- � - ,_ i ";, I ; / '. , ,il SAME MATERIAL AND . < , �, , I 11 11, ii I-1 �11_1 q i a I � = � I In - 1�� �: �': \ " i I I V) ,�11 I lao" ` <1- I 1". - � � I CLASS, AS INLET SEWER ; .0� "I 11 � I I le�?�� - . I - ___1 I I �;, I I I I . PLAN I � I I \ . __!�� 1�:1'11 I I I 11, . - - ___ I 1�;�` ,iii I I . I 1.1, H I ­ 1-1- -1 _.__1 I—, I-- ­ I � - -11, � - �, 1 ==4 . 6" OR ", I 1 #4 BARS (4) � EXIS N ­ / I � i ­ I 2 �1111_� - "KIM LIGHTING" MODEL CCS21P 1-el�� I � !�` SANITARY SEWER 4' MIN COVER - � MW 12. IVIAX..�_ 12" MAX. ,V, -�� _�', , 1 OCATED , ; TO B i � � = PIPE TO a _ BRONZE FINISH `/7--- 17 i _ , -;�o 'Y�,,� � ",f" ,�,/ I " :i "" I .Z. - - ,r,- " LIGHT FIXTURE AS PER ' � I , ' ' 1 8 MIN, 8" MIN.- 6 1 , BE CUTOFF � . � AROUND NEW PIPE (1: 2:4 MIX) x < RO I ' , 1 ,$�, '- -T I �_� � � . 1 � I I 0 X 'I', I I -t _ , 1 , �, I I 04 I 1 9.5" , " -, I I I I ' I - f FLUSH NTH I I _�,__ - , I � 54, 1 1 E ' ", is" - 1- �, � I I I I I I I PRECAST CONCRETE RISER I - 6" - � to 1_` I I t" W �, � SEVVEQ/VVATEQ SEPAQATION I � INSIDE FACE "t �1_1,� I - WATER 4-',�_�",L - 3 1 , I - - - - - - I- - I --I ; ___71 1 `�-�� . � � , � - - - I SECTION AS NEEDED . I � 0 1 '�' � _,�<�_," `, 1 i MIN � I'_ , � ,, 4_ --- — 1-11 � �, - ,-- N. T. S. I . I . -z" z 1__�, 1. . _________ -------- --- � I - MAIN -, _' - - - - - i � I WATERTIGHT SEAL ,_,_� I 6" � " _� - ��,A'11' I - I I I �,�_� - I 1� -, . I � Mlw.�� ,- I I � I ii� . CL, 52 1 1 i I I I I AT ALL CONNECTIONS � i �� � 1 4�,'­'z EXP. JOINT TO BE .. 1/8 BENDS I I ­ I I f I NO ROCK TO PROJECT � . e ; �,_­ SET AT 20*INTERVALS I " I VARY, CONTACT SUPPLIER . . — '' ! : ­-­--" J _7 __ -___ - - ­ - 11- ____ - ­ I . I SHORT WITHIN THESE LINES _�tl , I I - I MIN. 18" SEPARATION I . . � I � ' - , \ DIMENSIONS I ., I . i _!�7 SLOPE 1/4 -/FT. : - �; \, - H ' , . _� 6- 1/8 BENDS ,' � � � I I RADIUS r,, IGR�VEL OR CRUSH 0 , � 7"- CLASS 'A' Sewers shalt be told at least 10 feet (3.0 m) horizontally . - . I I , , i I I I - 1, - ___ �i - ELBOW - __'�TONE I FOUNDATION MA RIAL, " 11­�� MIN� CONCRETE 1­�DPE END SECTION from any existing or proposed water main. The distance - I .­ I � I -_ �z_. � ­­"Q� shall be measured edge to edge. In cases where it Is not I I I 11 i "'I", ,*'T--�,,,,� 1;�_Ai` � 1-111 I ,7,/��-�-f -"t- N. T. S. EXISTING �ATERMAIN % I , ���-,i, , ­,:�;,!,:-­,"Z�, "", - practical to maintain a ten foot separation, the appropriate RELOCATED WATERMAN EXISTING WATERMAIN I `Z " I � ! � � t_�, TO REMAIN I I ! TO REMAIN � I I I _= I . i IN ROCK I-_ CONCP,'ETE CUQB reviewing agency may allow deviation on a case-by-cose I !!�, - � I I I I I . q � data from the design engineer. Such I I � n W I i I � I I basis, If supported by ENCASE NTH T I . � I i D deviation may allow installation of the sewer closer to a RETE I . I 0 3000 psi CONC 6- (TYP.) I I � , I _L_ _-, I I 0 N. T. S. water main, provided that the water main is In a separate - ____ I � I I � � VV,&,TE;2MAIN TQENCI­­1 6" COVER ALL SIDES. 1 20'-- __ - , - I . ! I i � a. f I trench or on an undisturbed earth shelf located on one side � _j MAIN I i � , I -------,----- _j of the sewer and at an elevation so the bottom of the water . 11 � : I 1"T,7!vMw�l�"-�-�w, F, BEDDING <0 ENTRANCE � I I - -x, I , main is at least 18 inches (46 cm) above the top of the i � I I I . 6' - 3/4" CRUSHED STONE I, tl�6 WATERMAIN WELOCATION I : I ��, rrr 11 1>1�r.>111 1-11 IX 1111111Y, -t � 11 >�, " I Wr- sewer. I i I - I \ \\ 'j4STUR�Ep..MATERIA ,\��\\\�'<','��, N. T. S. I � � \;- 11 _ 11 - - , c1j Y < I I I - V) -1 11 <0 I I I I -1 I 11 1 6* -O" DIA. 11MO N,T.S. I PIPE SCHEDULE I , - �_ _j I — 0 >- I I � I , I oxx WATER SERVICE I DIP CLASS 52 1 a. .,(o I I I � I­4OLE U. PARKING I PVC SDR 35 1 t)6z SEWERMAIN � I I I.- a-< f+ . SEWER SERVICE SERVICE WEIGHT CIP i �! N. T. S. i I - 1 5 M_j I DRAIN HIGH DENSITY POLYETHYLENE I I I -Ha ,I t i' -w I I I ii' -O" I REINFORCED CONCRETE, CLASS 4 i I W - SEE PLAN FOR SIZE(S) . I <0 I � I I FINISHED GRADE 10'-O" I I I �;,_­, ,,�\,'�,_�_, ­=­ --- ­ -,­­ " ,,� I �, '7`7 �f 2 t � CASTING AND COVER IN LAWN AREAS ", , " 1, ", \ , , , " "', -- =-= _______­_­_ I I � 1,,_,� �, \) " � 0 IN F_ --I o�ll ! � I , � , - ­­ 1-11---l- __1_---..1_1 - ­­ , �,\, 04 __ , -, , ___T__T_ _____ -, � - I �, I I ,,,�,�,,\ , " " I \ ,-N, , ,�,,-, 11 I - SHALL BE EQUAL TO PATTERN #1305A " - '_"" , � t_`,"-ff -­- ­_,_"�­�a'_�,H-�,--,-. , ,_�, ,,;� Q. DIQECTIONAL SIGN 5- , 1-1 1" RADIUS , I I I % . _'� �_� '�f-,`� '_ , _�,�', I " , � ',�-, � - I %.-,,_; __1 -I ­­ 1. A'&, --- ---'---_-11,__ - , ,� "', ,,� I I TOP OF 1-11- -- ­ - I -1 I I , \ 1� """' = ,�, I I - I- - __ S_ 'I- ­ 1-1 ­ -1 - �­ -- - - ­ ­_ - - ' � , A � IN PAVED AREAS SHALL BE EQUAL TO . ,�, \� "'',_ _-1___1-_'___=__=_.__ ­-­­ - It - - l?"_ I I \, N\__-- 1_-1-___1_-_-- �,�,-�,��­ >\ 3" RADIUS - ; ! " - PATTERN #1204 AS MANUFACTURED BY , ", ,\ "', � ­­'­� r- , - N. T. S. CURB I / , I , �,�_____,_ _._M " � 11 - I �,�'� ", - -, � ,',� I � , . , ",\\- � , i , I CAMPBELL FOUNDRY CO� HARRISON, N.J. '' , , , _ ___ -1_1---_ .­ _- -4- __�JOINT I I � I I ---z� � ­ -� __- I- ­.- ,��_,- ____ --.,- _ \,� ,�', � . I I . `,�'­\`_ ,_____,____________ I - , , � � 1� "� � ; I 1. i I ,,, " ___ - I , PROPOSED SIGNS SHALL BE SIMILAR ___�_.�11'11�1_,��_,_ , , ,, , , " 'I, � �, I -1 Z=_--_ - �, - .1� ,� � �1 I I . I : I -\,-�,',), ==­,�-­­=�­_-1-1-1- '�,'­ � - � , , . r � I - - ­­­­ _­_ - �, , -� '>`�', �� , '. "I - - .��,� 1. _:� _�__ 11 --I----- -1 ­� . , " -�< -,­-,_ � �,, �,,, � , d M I M I CD I - --l- - ­�'. ­� � � , IN SIZE, LETTERING AND APPEARANCE -,, , -,� � 1'�, 1\ " . I � � 4 -Z- I ­ _­� k I , L, � , � I - ,'�,',,` , , , I I - I I I _________ I I CLEAN 8 1�__ ­ =___7,��_._,=__'__7.___, I,, \ > _�, � TO EXISTING SITE SIGNAGE. -, - ZX � � - I I I � I �� " __1 - � ACKFILL-�� - __ " , I ",L�,��,­��,:5� ',��-� - _ I I I ,,�� __ ­�= -,I z�_ __ I - - on _ - I - . _"�, ­____ ___1_-=-_- � .111, , 1i - - - - I I I I . , �� I I /TOP OF CASTING - FINISHED GRADE COMPACTED IN �,��,'.' � Z I 00 5-0 6-0 1 �, I - . I - 1�� _� \ 1-� I J� li-, I I "I I — . 12" LIFTS MAX. ,\\�\ -=- ­7-�=��z�-­ ��`n_ �_F�­ \: '. I PAVEMENT , - __7 \ 12 I � 1 I � I r--nr=r­e] ­ ­ ­­­ --- ----1-1 ­­_­ � i " ,1 � . 7�� __"� I . " - 1 2 COURSES OF BRICK , __L � I I I � I I I I I I I I - - - "I--=,��,z.,;-,�-��ll'--:,�'��-,�---.:��r". __-, ,�� - � -1 i � I I I ,� � � ­�­ � __­ 1'\,� u� t END MEW END VIEW I � . I -Z_ - , I (D � � I I . I I I ­­.. I I _ - I In ­_­­ _11-1-- __-, - __A­._,I_­_1_._1­ - ­­_ ____ - ____ 1-1_11_____ I 1-1.1 ... --11 -.1-1-11- i '6 I ­ --------I----,- ,�� " _�:� = . ,; � I � \k\9 �11_­­___­____­ ___-,___,_1_-t- - � I I I I I I -_ .­­­ I-` �� �=�­, ,-N - � I I I ,� ',�, _� ---- �= rzl"-�--l�.�ll-l�-��=11-1-,-,--- _ I PLAN I I I � " I � � PLAN 1 ��4*__-_____� 1 ! � I I I I : 3'-O" DIA. S.W.D 1�1 � � U) � 24" DIA. COVERS � I PIPE SIZE I IPE SIZE I A I I � .,\ I W I I , I I . . ­� I "­ 6- " __1_1X � I I ",<_\1 . ,�,`� FRONT SIDE ! -_L , K� �_ 16 : � Fi - , -- - - - -1. - ­ -11 ,- ­ - - - - 1-1 ­,­ -- -- - --- -, - z- - 1 4--!2- 1� ... 1 2'4- DE - ' I -`- > �. �, I ­ I _­ - . 12: _L I O" _ I I I I I CAST IRON STEPS \-. -,-,\,., " )F 45- TAIL OF TEE I .� I :,­ < ,�� � 1�1 DETAIL ( I I , i 1 IQ' -12" 1 I!a7 1 24 � I I I EQUAL TO CAMPBELL � ��,� ' 1� I I I � " "', I N.T.S. I . .." THRUST BLOCK I IRUSTBLOCK I I - I \ , � I I PATTERN #2588-1 12" AR FILL .;,,4' � . " `X . I i I I �,", ,� . , N.T.S. CO � N.T�S. ; - '___1 e_ � MPACTED IN , \­ , I ­"',�� 0 LlGk-4T POLE I I I � ,�_- = 12" LIFTS MAX. . �_�"11 I I I I , I 11 PLAN VIEW � : � I I I d -7 q �-,:�-,', I I N. T. S. � I I � -11 I I � � � 1 6. o " ��, � I � �_ I I I I I � � I � to :�,,,';, I -A I . I I I . I I =11 � I I I I .1 ,� - - I I I r I I (� ,,,�X� � 1 6 " I I I � I I � I I r � -­ -1 ­­ I 0 , _�11' r --- ) 1�e 29�4,8' r--) . I . .- -_ � I , 11 I I - 11 � "I I 11 , � I o I I � � I ­_­\ __ � I W, I 1 - -1 - , I - -1 I I . 11 I . IA. � � - 17 . � I � I I , I'll, - I-- I ­ " - , ,,��: � ,, I _1/ - __ _7 7 � ,,� , " -�', // � "' " . 8" D I - I . I \ I 1�� I I I - I �m 1, "I I - , I SANITARY SEWER- - 1-1 ' I , V, I/ " � �, � " � , , � "'. � I I , i = - I �, I I S i I L I � �­', , , i I I , , , - , " �, � " , � - , � I r - 11 , I , - , , �, , - I . � 7 HANDHOLE - I , . � 'I', I I ,�1'15 ,��, � . INLET 1. f - I I I 11_� . I I I _��­� I � I I I � � ,. ­ -0. I , 11 � i i I PRECAST CONCRETE RISER -, ,- 5" - 1�. " , �`,, OR AS SPECIFIED INV. IN 283.98 - __'] __L I � � � . I I �� I ,A�4�-��,� W-0 1 A � 11 I " , " I I I I =M I , I \1 " 1 5- 3000# CONC. - I � I : I I � I . ­ I I �, "' I I I 11 '� A. I � I " SECTION AS NEEDED _� , , - :j INV. OUT 283.73 , I 71 � , W/COVER ­ J_ 7 1 / , :�\, I**, ", �r I 1:1 END MEW ­ I , - : I , " v � � -6. - 8" DI I I il I � � I "I �__� 1 . 4'-O' MIN, DIA. — � _,��_'_" - - ­­ . , "" [] 3/4" ANCHOR BOLTS 3/4- BIT. EXP. JT. W/ 6x6-10/10 wwM I OUTLET < A B I I I I I , ,, V1,1- ,� , I , ,,,'� � - � I t A- �A,,_�,,­,, ',��''\'­,,,',�- I " SOLT CIRCLE SET BY TEMPLATE � I 1. PLAN I i - I —1 to,, , 1--, I __L _F____ –1 ca I ,V_§ 14" 1 1 6" . I I I � I I WATERTIGHT SEAL, .— 3/4- CRUSHED `1 � III" - , , ", U I � __ ��T­111­11111_1.1 ­­­­ ­­­ ­�__ � I I I I �, \� I 1, �, -,', --' I--- VERIFY IN FIELD PRIOR TO --",-,-- __­­ . I I I --- I ­ I I AT ALL CONNECTIONS 1-1-1-6" MIN.- ­­ , 1-1- -.,,-- _ \_ I STONE �, 11 UNDISTURBED COVER PLATE FABRICATION I \\ / SLOPE 1 /4 -PER F I .11 V-7- 1 11 I VI I 10--12- ZQ 1 24 1 I'' -­ - - - EARTH 4'- 1 " i � SLOPE 1/4"/FT. - I � -T , 1 4 - )*A ,)* , %, - � 1 4'-9- , LIQUID I i I - . I I --sig I I I I I 1 � F?jq I . I ; I 10 1/4- X 3/4- THICK BASE PA I I . � 1. I LEVEL I � PLAN 1 4--8- 1 5- 1 1§- I � . � I I � PIPE 1 18" TO 48" \ / ::: I � � I I I L" *, DETAIL OF 1 10"-12" 1 _Z I .24 I OF 90* SEND � I I I ____ /_ , I .--- ­ - wi�i ;// � liod /CHAMFER EXPOSED EDGES 1 ",:,�4' ___� I ]��NL< I�V. 279.90* - L- 2 1/2- DETAIL I 11 1, I - .1 11 : 'I. . . , THRUST BLOCK I f I , I i 6- N,T.S. 11 I I I I I � 6" BASE COURSE SHALL CONSIST , � � I � , THRUSTSLOCK I I ' CRUSHED STONE � - - � � I I I N.T.S. '' I 11 - 7_ , . I - PAVED INVERT 11 SEVVEQ PIPE TRENCkA �, ,� i � OF COMPACTED 3/4 t , - I I I , , I I FOR SAN. MANHOLE ONLY I * x � � I This site plan Is APPROVED per Resolution of , � N.T.S. � � I 11; � I I I � I I F.G. �� , � I � SECTION VIEW I the Board ees of the a 0 , -1 I 1. � 1! '_ ", �� "� 11 I � 8. � I . "I � I ) of Rye ,' , 1� I I -1" ",�,,�,�11 �_�, I "I V ,,,,',, �� i .1 I 1 , , �� \ a� -I,,--- ��, 23 1 .5�� c: ,z­,� �n, � I J-11 I I -11, " � �.' , , " ,�� I I ­'. "I � � \ I 7 777- TRANSVERSE EXPANS16N JOINT 20'-O" OR AS DIRECTED Tk­iQUST BLOCK DETAILS . Brook, Oated , I 1 6- S . � . ", �_ I I SET 1/4- BELOW SURFACE OF WALK I . � ", � ,­ " I A � � ; -1 <' I I / I I .,,� I ��, I 11V 'I � I N. T. S. � 1_�/ I I I ,_ I . 11 � ,� �:��,� �'-'�','\,'�1,4,u`NOIS 1§&ED� 'MA�ERIX01111\'\'111', ", -,,�' � _ � � I I I � � I I I - I . �,, �', I I � 11 I i � � � 1 -, "I�t I I 1,, I �,, d, " " � I � SIDEWALK 09 I , ._� � / . I * LIGHTS IN LAWN % j t� � i I -1 - CONCQETE -� I I I ,� " .., ,,- I v ,,,� I - " '. I I ,_,; ______1 "I � ,� ,7 1 1 �, I � NTS �, .����, ...... �,­.... I t � �, � (11 500 GAL) , - ­ ,4_1�' � ,4,� , (I 6'-O" DIA. — ED , � - 7 - , N.T.S. X111, � tL� - I I I_ i, � - 2" DIA. CONDUIT I 11 , 1 , I I . I - I AREAS, 4". LIGHTS \1 '1� " , . � ,,-1 . . 'V'roncls L_ Filtp6'wsk"- ayor I vote I � I IN PAVED AREAS t , , , �' , _,� I i I I SECTION (0 ,�, , �..� . I 1XI I i ,- I 1 30". N ", 1, I., j / I I I I I 11 �. .1 - , I I � � � " - I I I I I ,�, '� I � I I � I /I I ,,, I I I I I 11 � � , � CLEAN BACKFILL �-\ " " I I I I I I I � COMPACTED IN ­ CLASS 'A' � ", , , I t, I -, !, � "I I � I I � I I r ---------r 12" LIFTS 1\ CONCRETE � � ", I I - I f� . I . � ; I . i , I \ FOOTING I 1� I I I � I I i FINISHED GRADE / I \ I '__ 1, ''I � " ,,, 4" TOPSOIL � I � I'-, "', __, ____11___1_'_____,_0$" ­ ,_1 , � 1, , I � � , \,, ", � "" ___ ,­",","­' �­ I - . , , " _�� � � __,.________1__ 11-11---ji ", , " � I I -%N-.. I . ,- ,,�,, ­,','.,� �114 4 PIPE: RALPH G. MASTROMONrAC"Cl, P.E., P.C., I I I �:­� ",\,,'�<',-'� --- _-1 I.., _.___-__-_1_1_-111__. ,:�--l"--,--"""---,---'----'�-"-:-��:,��--"=--�,,- -, ''I, -_ - \" I '' � , I I I—, 1: � ", � , ,';� � I I , , , I 11 CLAMPS , , I - , , , ____._____-1-_- ­­­- ---.--I-- - - ­ . � 11 , I I 11 11 '', � I 11- , , I . I -RODS I BOLTS STEEL WASHERS I , 1, ,,,� �"111` ,_1\ �'> ,� � " " " _ ,,-� � �'-,, � , , I , , , 111�1_ I � 1 , , 1, �_, �, / I I I I 1, """ , "' N, �/ — , ", ,�, BY NY AMERICAN 1 /2" x 3 , 1,�� ,,,,, -�%, �,�-: --,------I -- - -_ — ", I .,'�,`, -, , _1�� :� i Ir �1, ` �, I �,� . � ­� !., "I - I I I- � I ------ � , , , - I . 6- 1/2"Ix 2" -- . EngineerS � i 1, 1, , - - ___� - - - ", -,-., _"1_,_-',_, - 1--, 1, �', , , WATER CO. 8. " 5 8 Consulting I " " ,,"I _111=___1�_"__._, __�_ __�__,__7_,_ . ,.:�,.'__'_'�I,� -, .� I 1, , I ; I" ��2. 1 /2' x 3 , I -, , , I ' ? 1 3� L ; I 1 I , -, _ ____ - - I � I � _,�­, ­__.- --x ,�,',, ", , , � \ , 1. x 2E11 1/2" x . I � I I ",.\ " 1, , , �, , -,---�--"�,-",.''--�-,--.�-�-",."- ____ __. ___ 11 ­_ ,1. �,,�:­ -1 , � I ,��, � " " ,,, - -","., , L I 1, �? -I ; i -, -, , -\ ­­ -11 11- - - - DIAMETER I � 4 i i , I ­__­­­ -11-1-1-11-1 - ------ --��W­ ____,., �­,' 8 13 Dove Court, Croton -on -H. udson, New York. 1 0520 1 1 1 1 � " " — �, � I "I 1 /2" x 3-1/2 , , , � - I I I ­ I .. ,>r, , I 11 11 Me , , � . .. t� - 1 , I I I �11 A � I 2 ,,,,,, ", ',-, I � 1 (MAX.) � -, * 0 i � , , - NOTE; IF GROUNDWATER IS ENCOUNTERED WITHIN 7 FT, -476 -2820 Fa( I - -1 ` , -k- ,,- � - �-,',�_"*__ CE, HYDRANT DRAINS SHALL BE ( � X , I I W , �_ 1 a T ! I I I 11 �, I � ,�-\ \ � 5 < � 11, " N UNDISTURBED LIGPT POLE - VALVE BOX I It, I I �,, � - - I.- 114 L X I I � - , I � �,�,,��,-� � � ; 4,� - --- , -, " ,,, < . IL , � ­� "\, 1 2" MIN 6" MAX -\�", 18" MIN. O. PLUGGED. WHEN DRAINS ARE PLUGGED, BARRELS SHALL I N M U , I , I - ,<'_�" � EARTH N. T. S. /// . ";il- I � I I " , �"" i- I T "_1�1' > c*4 X , %, " I �, I . CURB BE PUMPED DRY AFTER USE DURIbliG FREEZING WEATH R. � L - I . � I _ -�, � . �, I - I 1` _�_,; W '', ARE N(r PLUGGED. A GRAVEL , """,��11, ,__�_ _ � ; INDIVIDUALLY PLACE- X WHERE HYDRANT DRAINS � I I I - I , , � I 0 ", I ­­ 1� "I,- I/ P - I I I � ,,\ ,�� " 11 ,,­ < . I ­� �,�", , ,,4, � ROVIDED UNLESS THE I I - , I Z - I ROCK LAID ON `­ 1<_ -_ POCKET OR DRY WELL SHALL BE' �a 7-- � - ,,,�,� I � 11 M ,,, , � 1� I 1, I W', "I , " i , I - D I I �, , "I GRANULAR SM . 1, /1"I''. "I 1.11, NATURAL SOILS WILL PROVIDE ADEQUATE DRAINAGE. � I - I 1� - C� ` -11 �� I - " \ � , .'<,:-,;x.,',,X,-,�,',' � ­� � ,_ I " � I " � I I ,�� I � , N I � �, HYDRANT DRAINS SHALL NOT BE: CONNECTED TO OR � I I � � , ,% "HOMANN" LIGHT POST MIN. SIZE 150 LBS, I _,­ " ­ � - I I -,�-­, I . I I , I �� - '/,",' __"'/, ,;� RS OR , � � ��, , " '_ I .� "I �4',� _" , '111�;� LOCATED NTHIN 10 FT, OF SANITARY SEWE �,S�i�.��t_7t 'I, �� AS PER "LOUIS POULSEN" _ 1/2' STANDARD HYDRANT I �,_ � I �,,_ 1�1 � UNDISTURBED GROUND i'111'-W�_5z_��­4 ", 1. "I ,,,,_�,,�­, . �r ­ �,�j D__ STORM DRAINS. . I . � I 11 �,�\'�, � �,_,­,,,- , -,�,,��,'W'M,Q, . ,; .1 - CAT. NO. HOM-125 SINGLE BLACK X I I I , , � I � I , I ": - 7.6" - 6" GRANULAR SUBBASE � I I 11 � I 1, "" ,�� ,,- �,, " , I 1 #3 " � � - I , I ; � __4�, 4 FT. MIN. COVER I I - 1,1, �� � '_ I" - -4 , I t , "�, �, � ­ BACKFILL TO WITHIN ,., � 4' MIN. I OVER WATERMAN I 11 64A.13 I I � , x 1,� , ',,. � , I'll L, 1, 18" OF F.G. , �A, ­ TYPICAL VALVE I �� I ; I I �_,\,' I � I " I." ", I , \'i . PROFESSO � I I il I I- . I 1, [:� � ,-4 INSTALLATION t ; - ,, WEEP HOLES IN BASE \ - 1'�,'i I � ­ 2' SO. CONC. ." I - � I I —WATERTIGHT SEAL COMPACTED IN %1, 'Y , ji-,� I I I , , , CTIONS i � I AT ALL C 12" LIFTS MAX. _-, � , . 1. �, , -, 1 3:1 I 77�7, � � - DIA. I., � - . 1 1 " " -� �" NOTE: IF THE SUBBASE OF THE AREA TO BE I 1�'. : ­�i". t i 01 I , I'll I I " --__�- , - - I . I . I � I" (2500 PSI CONC.) , 1 4 ) , I I _j 1,,�',,,,�,` VARIES ""I " STABILIZED IS ROCK, THE GRADING OF THE 11 �, 4 a. - I i LL I " ,,�, "", ��­ �­, - I I � I I I �'.�, � I I - I " I I ,:'.',� ­ �11�'111 REPLACE THE STABILIZATION SHOWN HEREON, I j__41 . � I 11 , �, �:`,, � � ,',_� �, I I . , "'' "I, ­_,, - � 10 '__�WATER MAIN . I , � -1 I'll , � I 11. , ROCK SLOPE MAY, WITH THE ENGINEER'S APPROVAL, 11 11 I 4" TOPSOt , L , �,�, 6 , I - - Y:::::z I , , %_ , I , � � F_ ; , I 11 �, , I X �": / "', "", " , ,'� I - , _ , 1, 1, � � , I �, ", , ­ � ,�,' , , 1�%,X � `,,�,,, , ", > - , �� . , "' "" ,� "I ", � , ­ -_ 11 1, , , 1�­, �:, , I � I � , � , "". , , , I T-71 . I , > I ,� - I I I A I . .,,,,+��,�\ , , � I ��', It 4 - - I L, " I %_____ "1� � , " , " " " " _% , ,.,,, .1', I'll I I "I I � PLAN � " _,�_"1:'_-­­. ,,,,� , " �� , " , � , , , .� I �< 36.0" �_ , ,� _ ­, � , �', , I " �, �, �1) , , , ,� 1, "I I ��BOLTS AND CLAMPS " V� , , I �, , ' ' - � I ­_ ,�, . 11 1, '­'­�� ', , �� � �% , , ,Wl � � ,:� \1 _, -', "I , - � ��, -`1 �­\, �., , " , _ L I �� " v I SURROUND NTH 1 1/2 � ", , , I �, , I �' . ,""I � � "I , , " , , � , - TIE RODS CONSTQUCTION DETAILS � I ,1, " "" , -1 " , , I., I I -� <�, " " - \­� �, " , " : ES . �, \ ""', 1\, ��.",,--,""�,,�,,�,11�""\:\, !I,,--', - I , � , � I I I I ,SANITAQY/DQAIN MANI­4OLE 0. 6 0, D. . 18" MIN. ALL SID " 11" APr.?F,-10VVVV00D/PFIZEP,1 I I i I i N. T. S . 1 12" SO. FLAGSTONE DUCTI, F IRON PIPE CL 52 1 1 � OR 18" SO. CLASS I . CONFEQENCE TQAINING CENTEf;21 "I I . I i '6' CONIC. PAD � � � -1 � I 0. D. + 2' 1i �j 1: I SLOPE STABILIZATION DETAIL >YE BQOOK I i'' i , N.T.S. VILLAGE OF P I I , I I , I � I I I _­1_­­­1_­L____j 11 I . ­ -1-1-1-1-11- VVATEP2 - CONNECTIONS SECTION : I I AND TOWN OF 1­4AQQISON I � � I . . L_ 11.4" _____-_4 N.T,S. I I I I I I D�,DAINLINE FRONT SIDE . VVESTCPESTE.Q COUNTY , NY I ; i ,j I - � TQENCk-­i REVISED: DECEMBER 10. 1999 . I I REVISED. FEBRUARY 1. 1999 EETS I � I I I " horized alterations or oddltion!�� to this drawing is SPEEET OF SP 11 I I Unout N. T. S. I I . I I I REVISED� DECEMBER 1, 1998 1 � � �, � I 1, I I I I tton 7209 (2) of the New York State 'D LIGPT � R - NOVEMBER 13, 1998 1998 1 1 � i, , a violation of Sec BOLLAP_ � EVISED. SCALE AS SHOVVN JUNE= 3, ' I i , I OCTOBER 9, 1998 1 1 1 1 1 1 1 . 1 1 � I k, " - � I Education Law. , � , I REVISED: I � I 11 I I I i, ,�, I . I I - , I � L _1-1 , I . . I I N.T.S. I I I I I : I ­ 11, I I I " .1 11 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 1. � I . 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