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HomeMy WebLinkAboutAMS - Signed Site Plan - Reduced SizeOne Bridge Plaza North, Suite 840 Fort Lee, NJ 07024 212-695-7585 PROJECT ATTORNEY: Janet Giris ` Weingarten Wise & DelBello Donnellan Wein � 9 weiderkehr, LLP g 350 Hamilton Avenue, Suite 1010 White Plains, NY 10001 914-681-0200 PROJECT ENGINEER: } Joseph C. Riina, P.E. Site design Consultants 251 F Underhill Avenue Yorktown Heights, NY 10598 914-962-4488 PROJECT ARCHITECT: r a Seelan Pather, LEER AP rryE Bei nfield Architecture PC • i, Ai r3 r3 •i ni A- nl _ _ _ _ -- 11 Chestnut St #102 ++ South Norwalk, CT, 00854 * ++ ' �"' �: 203-838-5789 ---- " 2 / LANDSCAPE ARCHITECT: + Jason Williams, PLA, NCI SLR Consulting 195 Church St New Haven, Ct 00510 ` r 203-344-7955 V 4 ' SURVEYOR: t I41LLfo-00 Craig Black, L.S. r Dynamic Survey, LLC 40 Main Street m Toms River, NJ -0753 732-687-0000 on th da ❑ _�CJtv6--r ZO PI n , Town of Yorktown, NY by Norther �,� - 2-1 1 ni g Board Chairman D .a c Z 1 v �r I c- 1 f LAWN f i 6 0� Q \ �0 01N \ F WOODED AREA r NOTE: 1. THIS 1S NOTA SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEEN TAKEN FROM SURVEY MAP PREPARED BY DYNAMIC SURVEY, LLC., DATED 02115122, LAST REVISED 02/27/25. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. ,onc. Curb EXISTING ACCES i:ot&. ('Ufb -007"PV .6' � 429.9' LANDS OF TACONIC STATE PARKWAY ComMISSION (FORMERLY BRONX PARKWAY EXTENSION) � h a Bollard Light % (Typ.) — — — ` Y — — I PARKING SCHEDULE REQUIRED PARKING: 0.5 PER DWELLING UNIT + 10 VISITOR SPACES =(0.5.180 UNITS) +10 = 100 SPACES PROVIDED PARKING: 262 STANDARD SPACES 9 ADA COMPLIANT SPACES TOTAL PROVIDED PARKING: 271 SPACES PARKING VARIANCE REQUIRED: 0 SPACES SITE DATA: OWNER ! DEVELOPER: PROJECT LOCATION EXISTING TOWN ZONING: PROPOSED USE: TOWN TAX MAP DATA: SITE AREA: SEWAGE FACILITIES - WATER FACILITIES: ZONING SCHEDULE: MR. RYAN SUTHERLAND ONE BRIDGE PLAZA NORTH - SUITE 840 FORT LEE NJ 07024 800 EAST MAIN STREET .JEFFERSON VALLEY YORKTOWN 10535 OB RESEARCH LABORATORY AND OFFICE DISTRICT RSP -2 SENIOR HOUSING 5.19-1-15 32.27 ACRES (1,536,174 SF) PUBLIC SEWERS PUBLIC WATER FACILITIES ZONING DISTRICT: RSP -2, SENIOR CITIZENS DISTRICT DIMENSIONAL REGULATIONS: REQUIRED PROVIDED VARIANCE REQUIRED MINIMUM SIZE OF LOT: Li ix MINIMUM LOT AREA: 10,000 SF. 1,536,174 SF. NONE MINIMUM LOT DEPTH: 150 FT. 2,196 FT. NONE MINIMUM LOT WIDTH: 150 FT. 767 FT. NONE MINIMUM YARD DIMENSIONS: 00 u u C i d F U PRINCIPAL BUILDING: 0] M c n N D f �} FRONT YARD SETBACK- 50 FT. 445 FT, NONE REAR YARD SETBACK: 50 FT. 1,332 FT. NONE ONE SIDE YARD SETBACK: 50 FT. 185 FT. NONE COMBINED SIDE YARD SETBACK: 100 FT. 185 FT, NONE MAXIMUM % OF LOT TO BE OCCUPIED: LLS i[ LIS V Q J :� 0 �Sor o z �y PRINCIPAL BUILDING COVERAGE: – -- -- FLOOR AREA RATIO 0.35 0.28 NONE MAXIMUM HEIGHT: PRINCIPAL BUILDING - FEET: 55 FT. 55 FT. NONE ZONING REGULATION NOTES: 1. ON STREETS WITH LESS THAN A 50 -FOOT RIGHT-OF-WAY, THE FRONT YARD SETBACK SHALL BE MEASURED FROM THE CENTER LINE OF THE EXISTING ROADWAY AND 25 FEET SHALL BE ADDED TO THE REQUIRED FRONT YARD SETBACK. 2. ALL MULTIFAMILY OR APARTMENT DEVELOPMENTS SHALL BE AS SPECIFIED ON A SITE PLAN APPROVED IN ACCORDANCE WITH THE PROVISIONS OF §§300-82 THROUGH 300-85. 3. THE REQUIRED REAR AND SIDE YARD SETBACKS FOR AN ACCESSORY BUILDING IN AN R140, R1-20, R1-10 OR R-2 ZONE SHALL 6E NO LESS THAN 20 FEET WHERE THE ACCESSORY BUILDING IS (A) LOCATED WHOLLY OR PARTLY IN A REAR YARD AND (B) HAS A FOOTPRINT 50% OR GREATER THAN THAT OF THE MAIN BUILDING. 4. IN ALL MULTIFAMILY DISTRICTS, INCLUDING R-3, R -2A, RSP -1, RSP -2 AND R -3A, THE FLOOR AREA RATIO, USABLE AND THE LOT AREA (SQUARE FEET) SHALL BE CALCULATED ON THE BASIS OF NET AREA, WHICH SHALL BE 7,5, DETERMINED BY SUBTRACTING FROM THE GROSS AREA OF THE SITE ALL WETLANDS AND CONTROLLED AREA AS DEFINED IN CHAPTER 178, FRESHWATER WETLANDS. 5. ON SITES GREATER THAN 25 ACRES, MAXIMUM HEIGHT (FEET) MAY BE INCREASED TO 55 FEET FOR MAIN BUILDINGS. 136 7' c;i� aamQokio NO3- 45 79.99"w -UP UP Na �pw f 1 cM OF 20 rr Vt VMW Pie `! Qg 4W Pr B7 1 � � 0 15 30 60 SCALE: 1"=30'41 W w M F- Li ix V. 0 U c Q 2 (11 00 u u C i d F U 7 � 0 Ll 1-w DD 0] M c n N D f �} 0 U a o • ❑ cu � v � � a 7 N K W d �'o as ,~ i w N z W 0 LLS i[ LIS V Q J :� 0 �Sor o z �y u.1 S 0 v a W C/) C4 O cu D" P tu V1 �U�U'� •'O O lP N N N N N N N a] C'JCMd'[�MV1�bI� p cq `.) G I j 1� W I--�I W D U EnEn v W w a a W � H � w a Q H w� v � Q v 0 0 v E-+ cu C-010 \ \ { I ! 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I TEE TD BE ADDED TQ EXISTING ' _ ) f [ I 15' \- 1-1 - I % . . - ` . 1 WATER LINE AND CONNECT TO FH -2 1 _ _ - I - - - ', , ::....- "'_ Nr 1 .. \ _ _ = _ ) �\. . t ..1 � ___` \\, , \ r ,` \ 4 1 - -,� `,, ' - -9381. _ , _ � N + \ 1 (� �� 1 J� ", 1-, 1� 1�3 T . 1. . t. 1 "-, -\ I I - - I � I T ___r Conc. urb I - \ � \ � �, ::,. \ �. I f ` _ 1 r [� II _ - , .�JIf 1 I I 1 I� + f '- I - r `�' 4" DOMESTIC (NATER SERVICE WITH 4" GATE VALVE ` - --- - f � � � � � � � - ' � ``� . � _ _ ti � _ '1 �l n, _ r' I �i \ ,< � � � _ "I.- _ . }�. ��, ` _ 1 I I --I _- I l _ ;�, � +- - � IJI, TEST PIT LOCATION n - - _- _ - "11 - -� 5" FIRE WATER SERVICE WITH 6" GATE VALVE - - I � _ II ____ - - -EV CHARGERS TO BESET 1' OFF THE CURB, � � � -_ -- �' �� �` `�� '• �. �, � � � �_ �_ ApPROX. LOCATION DF NEVI( 250kW - 1� ___ _ SEE MEP PIAN FOR CONDUIT LAYOUT, TYP. ! `4 ( �� `F I \,..\\ DIESEL GENERATOR ON CONCRETE PAD ti � _ 1 _ _ ` - - I \. \ \ , `�+-''� n 1 I �`� ... . 8�' PYC Sp rlc -, . . 91 ■ r �IN . 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T' 486. 7 rfC` , - - TC: X39 9 x 9): -536.67 TC, 552- ^ - - `P�, f I i I j -� \ / GJ?% 530.75 >� - _ l _ r - , t Round 1nJe1' I 1 i 1 I l l 1� l r I Y GRT -5.39.4 \ -- - - --cRf -55139 - - - - - - � - _ �� 5�' � _ � 1 \ � " N iAIV(A); 527.95 6 spaces � f i I � / GRT' X1514, 1 1 i l' 1 � 1NV�A}: 483. �7 I 1 _- S � I 'i I , 1 r I � + I I ! _ - _ f , � 1 - _ � _ � _ i I tet- 4t JW(A): 536.�5� ,- r - , _ _ 1 f I f INV(B): 527.95 �G f i % r iNV A: 514.77 1 JN 8}: 4$3.112 \q �o l I i 1 - I - _ I �) ' 4d07 ! i I `� iNV C 527.75 s I / 1N 8. 514'01 IN (C) 1 , I i - - �' - _ - _ 4 I + i - -_ �3-7' - 1 () f 'f I ! Q , 1 INV �: 5f4.57 I i I < I (a): 4W.871 1 "' I r' 1 I + ♦_\__ `--_- `_ _ - _ -� - + 1 i I - 6 / �d, ff 1 '�`� I I i 1 () 7 I I } 1 l } I 7 I I I I I - ~ - ' - - - _ _ - - I - -1 - I LISA, Igo J l / I i + 1 /I I 1 I ' + i _ - _ - - \ - wooded - _ _ r - 1 i - _ - - - - - J T e 'B' Inldt 8 1 1 '- 1 f 1 ' '� 3� 1 Z Ih1et _ - -- - , � - 4 1 1 ` �- 1 _ _ � -�ti-b l ,- - - - - - - - - - - � - � ` A - � i ! / f / @� - - - - f Tc. 527 54 � q p�C I I i / ' 1 1 [ 1 I .. ` 1 i TC.. 486 57 I i Il iI l + I 1 - .� - _ _ _ -_ - - - - - _-GRA 527.041 rl' yl,�! / r i J ' . J I i I j Y I I I f! - ' �♦ - - - - _ 1 _ - '` \ � - - 1 - - - � -- - 1 1 � - - f � + 11!- 1 ", - - - l - 1NV.' 71 .4 I Sa rte 1.5Dnhdle ilrcvll 1 IN r 8 6.1� i 1 ' 1 t -�r _ I J- I RIO' 2j } ' r ✓ J �' 1 __ , - 1 - ' -- I- _ 11 - _ - - _ _r 1t��, f _ _ - t i I/VV(A 5I[�! . I . i ti I 1 I I / 1 1 !l I f ♦� - _ ` • ' Imo` `rte �\ �. - _- - - - - - - - - - - - �-0 _ 1 r _ ` / i I /iNit(�: 5,176.211 J I I i I i I 1 i i - 1 ! t \ - _ i - � , 1 - - _ _ - _ Curb _ - -Conc. Curb I j _ / I / ' 1 ' 1 I I i f ! I 1 - -- � _1-1 ` � � -- I � \ - - - _ _ I, f ik ' lnl�t i / f f r / 1 // atb \ i r l 1 � i / I I I I - _ / 8 _ -- _ \ ,� / i 1 r r I 73 spaees f i ! 1 TC' e D" 79 ✓ J 1' r 1 I �G• `4e1 I 1 1 l J iI 1 1 1 1 -- �I - _ _ --- ♦ _ _ _ � --`-- - / �� �o�� \' I 1 ,r� 1 �� /-iii �'I /I // / / i 1 I l `u� \Y \\ ��� :r ' l 1 11 r/ ' ���I i I I 1 1 _ ` - _ Vis♦ __ _ - - ��� - . ) rj\ _ - r' iNV(A): 516ti- - - ' / 1 1 1 \ C,� I I '/ r ' 1 1 5. 1.� - I i 1 515.E / 1 I U / 2 r i �� I i 1 i 1 _ _ _ - -- _�, �,� _ - - r - _ _ ; 11�` . \ _ - - - - - _ 1 INV(B): J / / / ! 1 r Get 1 I r 1 1 i _ - _ _ _ \ y ,, - ,� Tyre/ B irr'fje7 I I � / { / ' 1 l r 1 / 1 �' oaa� / i 60 1 1 1 1 r] _ z \ - } r 1lpL. 5270. L�lg3 1 �1� / I r t 1 / 1 fl�� I f �' j 1 � - _ ~ 1 - _ ` -' f ' 4 �� IVT' 5L D -F> 0 r' _ Ui r 1 -- -� _ 4 - \ L� 'nd. .�. I; , --- _� f/ / / 1 I I• r / I I i 1 I pro- _ _ _ - - , _ - �- _ _ WO?]CD �,-CRT• 7 _ `- _ IN �., 5171 i70 Ci I�A) 11 / r' / f " - 1 f 1 / r r ' 1 1 1 11 r 11 - - _ 1 _ AREA _ : - - , r - ' -. 1 _ r NV(C). 51.55 ' _ _ � - - iffv B : 5261.3 �' � } \ Q / J _ � ,1 1 i - _ _ - - _ _ ��, �] - _ "� , Type -g�� /1 �,1 1-- 1 r r� 1 / 1 .1 1 1 1 11 1 _ _ _ - _ I \ _ ��„$ 14 Spaces _ r• TC' �� �4 I \�1 IN ' r �~ 1 2' = . / / I I 1 J I 1 I _ �� D - / . � r r _ I _� - • � - _ � G Y ` - � - _ _ _ < _ i \ . ® _ ,2) i 527.03 1 ll 1 4 3 f f / rf 1 I 1 r l I +r r ' � . \ 6 inlet _ �- I 1 I 1. '9� / ♦ _ 23. _ s I _ • _ ( gyros / I 1 F 1 I l 1 l . ♦ _ _ _ `� r - r _ l _ - r - . - _ ` \ , IC: 577.37 ' (8 ) 1lV V B : 52.x.83 I eJe" Manhole 4 � . 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Curb pe B inlet w y (A) TC' 522.79 � f 1 1 1 ! i 1 / / e . / Type B Isle I l 1 I i 1 � _ - _ - _ - , � (A) B 1Z ~ I - _ TC.' 526, 99 � I i GRT• 522.29 I Sf p Bar I i I J i i / i G, f f TC: 5113.02 I t 1 r r' '� � _ _ _ _ 1 ( h _ _ GRT' 526.45 NV A . 518,29 I / I "I � / ; ' ' GR1' 50 .55 +' I f f ,r / ,,�� _ _ _ - � _': r)�„ 1 �15 HDPE _ _ iNV(A): � (B) I () -1$.09 + I - " / j INV,• N� I 1 I i �- ! �I / _ _ ` ; =- �N _INVg: ✓ / (FUC C (JE DEB1�1;} I 1 1 R� �,�Sa' 1.11 - _ i �� � _ _ � _ � � _ �- --1 111,=717!7: Conc. 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THIS IS NOTA SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEEN TAKEN FROM SURVEY MAP PREPARED BY DYNAMIC SURVEY, LLC., DATED 02115122, LAST REVISED 62127125. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. APPROVED Resolution Number 2.S - 2- k Date - i 0 .,1 2,0 j 2.9 2- 5 - --- EMM MMEMEM SCALE: 1 "=30'4' cc M I it F_ U N�) a i 00 kr) j,� a M o U 0 II r. A r- 9) _ �� a c - '� � 4 `° C4 � V 4 as M w w M. H a4 v � O _" wrn 0 C. g �(_- 0 r = � � r. () 0 tn a � is M ;L, 0 VU C. 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'1.�, ' 1, I i 1 , _ - _ �-'CI. 0 ., 1. _ . 10 - - _ r �• TREES TO BE PRESERVED, TYP. � � � � � I } �� ,' 1 � 1 � � _ ` � � � 4 � ❑ �� ° \ � � '� � , �\ �, 1 � r' _ - � ,1 I � l I I / � I * - 1 1 �\'_ ., e ---- _ .° \ � �_ U- y ,\ \� III -- 1 yI I'� ', ti o- _ _0Q - 1 1 I 1 '� - - \ ° I g � 0 . - \ a t i 1 I ] -�- w` Trurrsfor __ - o y -- _ _�_ .o _ y�� r ��11 11 -� f y 0 t 1 f I yl - - - z _ _ �� ■ ■ - _ ' r- ` / , - - !! �, _ 1r I !l � ' l I 1RI 442.52 41, f \ I _' � .� + 1. 1 - - - - _ I 1 i 1 y \ - w - U�,t b p0 r f I II IN A' 4 36.2 1 . -_ _ N _� I I F�4 I _ I IN I 4,3E � � ` �Il � � � �° _ � `� � o� , � . � � � .,� I � ,��'- � a� � � - I � 151; . I. �►� w - . w y r ,� \ \• \ ' -`- p- ., _ 1 _ o� _ 1 t `% p { 1 I I �l� I - _ l I t ❑ o ° % SOIL STOCKPILES, TYP. 1 :.I W - W I ��1 1, r ! ' ° I I �. \ t� J l I 1 I I I / WITH PERIMETER CONTROL r , . W \ r - 1 � � °] _ � ,� - •w { ` I I _ -� ° I 0 1" x ! i I } I �4�. 1' \ \ \ , a� 1 I If r I/ 11 I� , -` � ° Q �'•, ", " .� ��� . • i I I ` I J / I } I I W I i � �, a, t � • \, � � `` \ 1 I 1 ! 0 4 , } � I\ ! 1 I ! ��J ` 1 I 1 I 1 i J '� \ ° ` 11 '�' --. � ,1 � R I I { \-� I I I I I I I 1 - �• 1 { �- 1 4 - I 1 1 III` 1 1 I \ ti ti y _ I I i �. 0 // �, '` / 7 ' \ , 1/> 1 ' � � � N o 1 I "" I I 1 I I I1 \ \ _ I I _ 1 N 4' �_ A 4 - _ \ . ` \ , \ \ - --Q] �r41e1 '` `�� � 11 I I j I II 11 11 `•� . o ; 1 J � I \ I _. I , � � \ , \_ _ - . 'a \ r -- a M pi. -5 1 1 1 I III 1 - o p i II , - __ - _ 1 `� I 1 ' '~ 1 I . . ( � , I , 1 Y \ _ N" � 1 t l �P-' Rl- � , I 1 I _� R ,I 11 ] f � 1 1 I��vt I- A) 1 ' r I I 11 rrt - ! l I LIMIT OF DISTiJRBANCE - S.Q� AC. \I\ ` 1 � 1 ' i 1 1 I _ � _> . I i 1 1 i' ,,, \ `� i � v I I 1 �, . 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Q-, o.- I 11 1 -' - _, y 1 / abk l 1 I 1 1 I 1 i I_ I I I i � `� \ I I I I I l I 1 N 1 1 } I `ti . i 1 .� J 1 1 1 1 ._ 1 o 1r<�r 8 S ces l r I i + 1 1} {ar• �. 1 1 1 ! I - } 1 r� 1 I INLET PROTECTION TYP. I 1 `" - x l 1 1 I 1 I I J I +� I 1 c Y �`.''.. 1 l I� o j I t '- ' 1 1 1 - 11 1_ 1 11! I I I I I l 1 1 a � _ 1 � \ 4 qa � l I �} I I l l I � � ` '', 0 1 \� � 1 '- � _ � t � I ! I / I 1 t I I I I �t�' } �� � a � �. s- 1 ti 1 [ I 1 7 LJ `, � 1 1 � ,e4`� �- + I `■ � 1 !�� 'I I , I I + I I,al + I 11 III1 111 I 1 I 8�.�' 1 1]II 1 1 - 1 '� L -) �\ �l I © ' I )I I f I I '111 �� >> l I 4 1 I _ - '� ! I I 1 _ _ �_ � I. I_ _ � I , N -I-- �� , i r I : y: {B �" + I � 1 � � � �� � 1 � I � I + I I • I \ � I I I � �- - � I 1 I �'\ [ - � 1 t o -^- I ' I it �� 1 I+ I L I I 1' I III I I f III } - I X/- h 'I l _ 1� -_ - 1 - _ `� \ II - I I ? ' g` I I 1 I t I I �, J I I -- -�� 11 1 1 + 1 I 1 �• ,I fel i I t � r` \ 1 I I11 I I I I i i r 1'1 1} 1 `4 } I I 1 1 . i �! /I /( �1 -; I �S I I I I I l i l t t+ I OF r /fin i IIf I IJ / I l i i`-- ; I I I � i I 1 I l --- r IJ {Rl ! I I ( I I �� / ! I - l \ � X \ 1 � 1 ) � ! - li I fla oa I � 'I � ` � I 1 ! { I � I . �� , .I 1 I I � �. � i -� 1 I l f L I I ! I 1 I + I . -- 1 r i r e I �� 1 1 I I I I I I „ i 1 I it 1 �- ' r' / I 01 .' I_ -. 1� 1 I I ``B I I I I I\ I' I � II I I I �� i ' I I l -"\ �� ... \ II �` l I f 1 I I l � 1 ` I n f _ I * `. I 1 I� I r I fl' ]� ��ar �� I I 11 l 1 Q; I I I I 1 1 1 1, I __� I{ 1 1; 1 \ 111 1 _ I `II fy I f \ /�� i I ? � 1 , 1 / �/ I1 , 1 I ` I l I ] 1 f ` I Il I .E I II ! I ! I V I I I 1 �� / r ! I I -- 1 � 1 l 1 1 I ` I - r I 1 �� 4 I I I I I / 1 ' I I I 1 I I t, i I� r I I + , I� i I� I- -II r 1� �'� f 1 - ^Io I I) I I ( _ 1 1 ,° � V ] 1 ! � I 11 I � i � � I 1 I � 1 I I I I + I � I \ ' 1 -' _ 1 ` 7 , -� , ) � I I i I 1 \ %, ` I I I 1\ I I 1 1 I I I I I ' � ��� \ i +- 9 I 14 I - ,4' 4. � 1 1 114 I �k I 1 1 I I + I I' �� I I ' i �� I I 1 - �- ��� l _. - , I t �a I Q I a I Ana 1 1 1 1 1 I I I I \ D I I i -, 1,rr0 .� 1 I } 1 _, . o , . r vv I I 11 } I , ' 1 1 ' 11 I + I I `I , ,o t / Ia) I ' I o t 1 I 1� 1 , 1 1 1 I \ 1 7� � I I .\ '` }i I 1 I ��_ _- I ] , , 1 1� le I 1 I I 1 1 I 1 r, 11jI 1 � `1��7I�� � i a 1� IIt7^� �� r _ `I r1 I j I I I �1 ! I 1 I - ° �` °� } I' r {-- __ I �_ •. / 1 1 I I 1 I I I,// �i 1 '1 1 1' 1 I I I 11 I� 1 \ r_777� I I ❑ N, I � 1 1 I 1 r 11 } -- '� ° � I ,� 1 1 ' 1 1 I r I �' � I � I �� I� 1 L 1 I i 1 0 ° %� I i I r- _ __ 1� 1 1 I t 111 I �Il ' 1 1' I I I I i `f \\\ , 1 '' ��� . I 11 1 I I ` I I I o j __ ing— j 11 J 1 W 4 . I 1 7 ' I i I �. - -!�4 t \ , `s �_ -_ - _' f I f r '� - �°- - '' r �I 1 I I I I 1 -, -' ��' � h, �� I �- I I I 11 ' , I f ' _ -� r ' ! r J ! 1 j 1 I 1 I I 1 I 1 1 r, _) . , �� SpdCES , '\ r -y ` �+ e �� f I `` j ) { i f + + � ' / 1 ' `, I ° ` � � = { �, � 1 \ 1 I I j1.a II 1` 1 I I I 1 I `-g 1 1 1 I �7I �} y+ ❑� 1 1 I !! r I - r , j T " c - f' � I I / ❑I nckl I I 1 I �_ ] } . STABILIZED CONSTRUCTION ENTRANCE I 1 1 ��- -__ `mss ---`_ - r I I� I ' 1 1 1\ ❑1 I �� ` 1 1 1 1 I _ __ 1 ` \-_ -77�/ _ 1 I �[r.��p� 7 I I` ,y ` °°a�% �� ` l I ti `` \ � I l I v. z - - - - - - - / r j-" y EROSION BLANKET ON SLOPES GREATER THAN 3:1, TYP I� y { 1 I. \ d9� �%( 1 -� \ 1 � ❑ ;. - - - - - - - - I 1 I 1 '�' II ] l I ) } \ 1 0 1 � 136�.E.], ` ti ] h() . - --- 1s�- - - - 1 1 ', _ _ / / - �� 1 J ) [ I � I I 1ND3' 145' a�.99 W I i . _ _ _ _ ,, � , � "z- 14 r 11 14I i _ i I�} f 1 1 I ■ `` -- - - r �! 1 1 - ` / /r ` �- I ,` I l ti ` 1 1 � I o 1 � 1 / + + i I . r y 1' ti 1 '0� - _ -- --- - - I I i I ` _ . �I / l _Q.. �;— I ; � y y I I 3 j } , ' ,+ f I I I I I '/ jo t I I } �. I ' - 1 - - - -- -- - -- - - - - - I I ` _ � 6 Spaces / I 1 1 ` ❑ 0 f % 1 -- ' I'�U - •.� � ' - - - — ��- a -- - l 1 t Jt _ �4 - I U7 - ' J/ I II 1/ ) II , 1 '� Sl {, yy" %,, 'y It ,' + i r-� ' I j I I _ ❑ — - ° ° - - ` fir\ g'- - — a._ _ -- ti - ` ` _ 1 I `� °-a - Jf J r I 4 y h U + `.' S 1 I 1 _ , I I - �. - : _ _ I + 1 - - .�� I 1 I + ! ' 7 ° 1' 1 } } I I I ❑ -� �' `-� -�r _-_- -- l� I + I_ ------- - \ _ /r` % 1 I I 1 I 1 i II I /1 i I I r I ! I I f l d _ - _ r - _ ] IC ��, - S.3r�y __ t ox° � I fI I / / i i 0 1 I / I } C I I I` 1 I I 1 I 1 y — — — ° a `O - 1 _ + l �� `i, *r �I'� . / z I I I I , r' �� � j i I I I 1 i i - _ -�"�%'.' t - I o� j l 1 1 -� t - _ - 'y_ - ... - i/ / ' I / � _- I_ I I f I I I 1 I I I I -- - - 1 ! I I � r_-~--`-___ -° ` 1_' #--_ �� _ _ _ _ - r 1 _ - r ' ' f '/ r' I11 _fir I, , I l 1 I I I I I / ! I f � - ��s '� _ _ - - I `� CONCRETE WASHOUT / (. y ? a ' I I If I I r _��_� �o� -__ �❑ L _ �, r I_ - - ( `� , ' -- / / / -- } o ''� � , I - t 1 l 1 ' I I 1 I _ `Nj - ` I r I �jy ! IfJ / / / 1 O r f / 1 � - - � -- - - � y ' spaces f - I I - _ / o I /. // 141 r�j• y' II � I 1 I f t-. t _ EROSION BLANKET ON SLOPES GREATER THAN 3:1, TYP. \ ` - i + i / I j / , _y_ • 1 1 ) / "' I 1 1 1 .. _ _ _ - _ - _ � , _ - _ _.- _� �� 1 '� '4 G)�' .�_ �,' f -�- r 1'_ - \ _ -1R -- II --t - \ - _ O -- r 1 \S:_01 - _ _ y , R _ °_ p ' f LIMIT OF DISTURBANCE - 0.45 AC. Iti 1 / 1 1 1 1 , � - - _ _ �_ � _ •. �.� ! .�, � - - SILT FENCE, TYP.. / I � +1 ��- � qj I � / � � �. /1 j�,� � 1 '_____( . -11 �- - ` - -- ,` ~ ' — �� ° ° , ' I r+ , lam_ i 1 ' ' % d'1 p I ° ' f r U? ' 1 1 �. _ I I r / to AC)%� Oj 1 - , _v _ - G - _ r % r 1 - _ _ - `.. `_ l _ � f4 5paees II`I +1 11 j ` i R /. c". a / I ; i 1 I1 __ ., . 1 1 _- _ �\ � r D -- - ® _ / I 1 - 1 �. G I _ - _ } j - � - � -" - - � `\ ... •'_ .. / _ i I 1 l 1 I eleI Manhole 4 y % . ' i / I 11 1 / 1 I �1 1 Rl�f, =, �� - _ rI 11 - - _ 23 Spaces -1 1 1 1 l 1 5�4 5 +_ , 0 1 ❑ 1 + I II ' - �—% r . I f I `a ` - _ 'j T PROTECTION, TYP. W 11 ? - _s ° 1 t ? I tI 1 - �e-- � _ __ __ _ _ _ ___ �__1 _ r _ .. - - / I �I \ ,I �f r J o ❑ 1 I I l I 1 ,� � � - �\ -" - s 4 `r J� - v -- --- �- Y _-Y -- •--- f I , �'r , o I r ,' 1 j I ' 1 _ 0 f /' ' �', �'.. .1- � � - \ _ - 1 � I I I � •. //�! 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THIS /S NOTA SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEEN TAKEN FROM SURVEY MAP PREPARED BY DYNAMIC SURVEY, LLC-, DATED 02115122, LAST REVISED 42127125. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. LANDS OF TACONIC STATE PARKWAY COMMISSION (FORMERLY BRONX PARKWAY EXTENSION) APPROVE" Resolution Number 2-5; - 2I Date I 0 I 20 1 2�O Ina RENNEEM 47p�� SCALE: 1"=30'-O" 00 I t1l 4t I'_ U i 00 C o D '4 � 'c 0 t -5 j as ct34- rn EO C pi x�4 O � 9 0 F_—III a I � H on T.. CLI g + a� ❑g w O 0 0) .5 ti 6 co 'Tr •--I 7:1 � .< N�U) to . � W0 .-, i� 0 4) 0C 4-4 q cp� 2 v ._ U) w V) H z W ca a o"� 0�:14 z �, o 0 Q.) P4 w N Q P , I� D N r^ V 1 �� t H ww O � L! I F_—III a I � H on E__4 CLI 4 w O 0 oa V) W0 v i� 0 0C 4-4 H v G la 0 .�; �2 17-1 I I I I I I I iiiij H z W ca a o"� 0�:14 z �, o 0 Q.) P4 w N Q P , SAFE DIG Before You Dig, Drill or Blast! -, CALL US TOLL FRErtde Ru all m quk° s RD less ' NY Indusirlel Cotle Rule 759 �equlres no less v s: ..- then two wo*A* days nOob. but not more 11. . +hoe ten days 6055 . v) C-103 www -d IgsalelyP"y&rk.tnm r_ T C( } CL 0 U I� D N r^ V 1 �� � 4 v � H ww O � L! Q F_—III a I � H on E__4 CLI 4 w O 0 oa V) W0 v i� 0 0C 4-4 H SAFE DIG Before You Dig, Drill or Blast! -, CALL US TOLL FRErtde Ru all m quk° s RD less ' NY Indusirlel Cotle Rule 759 �equlres no less v s: ..- then two wo*A* days nOob. but not more 11. . +hoe ten days 6055 . v) C-103 www -d IgsalelyP"y&rk.tnm r_ T C( } CL 0 U DECORATIVE PAVING SPECIFICATIONS: TRIBECA COBBLE - 5,670 SF AS MANUFACTURED BY: UNILOCK COLOR: CRYSTALINE BASALT PATTERN: RUNNING BOND WESTPORT - 2,475 SF AS MANUFACTURED BY: UNILOCK STYLE: ANTIQUE PROCESSED COLOR. STEEL MOUNTAIN PATTERN: 3 -UNIT RANDOM PERMEABLE PAVERS - ECO-PRIORA - 6,410 SF AS MANUFACTURED BY: UNILOCK STYLE: CLASSIC COLOR: GRANITE PATTERN. HERRINGBONE THFRMnPI AfiTIC COLORI IMPRINTED ASPHALT - 200 SF Wooded�1 Area � Q 514, PROPOSED CAST IN PLACE CONCRETE WALL ` ` 4040, SEE STRUCTURAL PLANS FOR LANDSCAPE SITE WALLS � n THERMOPLASTIC/ IMPRINTED ASPHALT CROSSWALK R1-1 SIGN Drain�PROPOSED RETAINING WALL WITH DECORATIVE STEEL � PROPOSED LANDSCAPE PLANTERS, TYP. PORTION OF EV PARKING TO BE PICKET FENCE (SEE LANDSCAPE DETAILS SHEET} AMENITIES AREA �} - COMPLETED FOR DAY ONE BUILD OUT SEE LANDSCAPE PLANS PROPOSED ADA PARKING SPACES AND 51GNAGE, TYP, R8-3 SIGN - PROPOSED 5' CONCRETE SIDEWALK nox J CONCRETE BOLLARD, TYP. a - -- T _ C/.- Conc. Curb PROPOSED EV PARKING AND CHARGERS, TYP FIRE LANE STRIPING, r 15 30 U r _ RIA SIGN G 938, 1 W l EXISTING PROPOSED UNILOCKRETAINING WALL C TING ACCESS ROAD aTFF ,gyp PROPOSED SERVICE ACCESS ROAD � c 1 START OF NEW CURBING AND PAVEMENT — 8 MILL AND OVERLAY ALL EXISTING PAVEMENT LAWN � s n ■ � # � s` i f � + PROPOSED RETAINING WALL WITH DECOARTIVE STEEL 'S ' -'"• � o � EV � EV EV EV EV EV � _ PICKET FENCE SEE LANDSCAPE DETAILS SHEET) @S, ,gyp, EV EV EV E EV EV EV EV ' - . r1 s j ~ 15 Spaces PROPOSED PAD MOUNTED TRANSFORMER ` ?'. I cv a Cn -ILIo - s `V 16 Spaces 14.0 0 4 oPROPOSEDoo - R _O 'P aG n— n3n� n n3n3N PA D MHUNT ED GENERATOR OR n� n3 n� n� n PROPOSED 5,CONCRETE SIDEWALK -- - - - �- - - •- - I o SEE LANDSCAPE LA DECORATIVE BOULDERS, TYP. Wooded o• LIGHT POLE TO REMAIN TING s� ea Exls - _ P � to ROPOSED6 CONCRETE CURB A - - _ n 3X L - dz C5 a 1 — kem Han _ - r TO CLOSE E 24.0 EXISTING CURB CUT RS - •• • - ' � �f 7RIBECA COBBLE PAVE � Detention Bas+n _ 1 p �' ERE COLUMNS ` �. PROPOSED SITE LIGHTING, TYP. s?' ' : ;; ED PORTS-COCH ROP05ED MICROPOOL V PROPOS I `• - .... ,,d. o : �. -- '� . �;, PROPOSED 6" CURB TO CLOSE EXISTING CURB CUT �..:. :,...i LAWN �: :a. - �A . - =:_ :-� ,..• •� ' ' .�'.. .• :::::: _ _;:� :__ EXTENDED DETENTION POND, � SEE LANDSCAPE PLAN FOR PROPOSED PARKING, TYP. Ps ' PORTION OF EVPPLANTING- o R20' ---f - - : BE COMPLETED ED FOR `l•- TO - o. �. 0 ti -BUILD- : � DAY ONE OU - •F 0: wt �- - 5 � - Pump o o f Z LAW 4 - N 01-1 SIGN EV one EV EV EV EV EV EV EV Tank I °` 9.0 - � ock r � m Sh0(1 8 spaces C n in LA WN O � R8-3 SIGN SED EV - - - • - r J REAS PARKING AND _Y..- :._..... . HE PARKING A G RS IN /PIN - PAVE E STRIPING - J . - : ;• •: .; �. � FIRE � PERMEABLE p' F R 2 ti. v kf ERS TYP. CHARG i a• D a -- 0 Uj_ S77r�co, i C 7-� C' 1 C� Q - --- O � PROPOSED POCKET AN D ; No 1p ;'. PE PLAN FOR Q c LANDSCAPE n 1 c,a SEE LA - - "� � ffr.':-::..: fi'C;.:: � .• •.: 18.0' 10.4 - - R �� a � PROPOSED SPLIT RAIL WOOD FENCE _��'.:;-:':`:::==��=." . � �. ti•: -. ;•:� •:� • .•. w onduif - --r-` � V �g � PLANTING SCHEDULE I PERMEABLE PAVERS IN THE PARKING AREAS CL 24.7' EXISTING PARKING TO BE RECONFIGURED _ 69 �, c3 Single �-7 MILL & OVERLAY EXISTING PAVEMENT I� r �V�yyr`r \` ? U a Elec, Sax 1 Bollard��� END OF NEW CURBING AL2 VERIFY EXISTING CURB ELEVATIONS IN FIELD e,F9N PROPOSED 5' p� CIA CONCRETE WALKWAY o L �. DECORATIVE STEEL PICKET FENCE {SEE LANDSCAPE DETAILS SHEET} PROPOSED UNILOCK RETAINING WALL Nova Are - PROPOSED UNILC PROPOSED 5' CC , FIRE LANE STRIP EXISTING CONCRETE CURB EXPANSION t JOINTS TO BE SEALED, TYP. 1 � L � � P NOTE: I. 'THIS IS NOTA SURVEY, ALL SURVEY INFORMATION SHOWN ON THIS PIAN HAS BEEN TAKEN FROM SURVEY MAP PREPARED BY DYNAMIC SURVEY, LLC., DATED 02/15/22, LAST REVISED 02127125. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. kTIONS OR ADEMNS TO THIS DRAWING IS A VIOLATION OF SEI Conc. Curb V fixGaideroil I Retainin Wall Bollard tight -- TSI- GUARD RAIL TO REMAIN, TYP. SETBACK LINE — .010 � Wd Area, 4-29.9' � 495 429.87' LANDS OF TACONIC STATE PARKWAY CO1V MISSION (FORMERLY BRONX PARKWAY EXTENSION) Area of Snow Coveeroge !1 1 I ds [JP 13KV-W383 w/ Transformer Benchmork Top Balt Ilydront EL: 433 77 (NA VD 88) Historic Yorktown Srgn UP I13KV-W382 wl Conduit 0: 2d )/ :D DECORATIVE FENCE, SEE LANDSCAPE PLAN I �Q -a 29.90 'E,r C c; PROPOSED ENTRY MONUMENTS tt �� ` U7 4 J l -MILL AND OVERLAY ALL EXISTING PAVEMENT 136.7p NO3' 45 09.99"W 1 EXISTING CONCRETE CURB EXPANSION JOINTS TO BE SEALED, TYP. 1 r 7 z� Jm4 CD Lo 1 1 UF' 1 13KV i wf fran.- r.v: q, f Q c� W UPNo ID oQ i a a n o CA ri � � I .o Q cu Vi W > cy UF' 1 13KV i wf fran.- r.v: q, f Q c� W UPNo ID oQ i a n o CA ri lu❑ o cu Vi W > cy N 4C Ln a ear z w _1K 0 S p U v a o ,ct.E•�-E... 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THIS IS NOTA SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEEN TAKEN FROM SURVEY MAP PREPARED BY DYNAMIC SURVEY, LLC., DATED 02115122, LAST REVISED 02127125. THE ENGINEER ASSUMES NO RESPONSIBILI'T'Y FOR ITS ACCURACY. l APPROVED Resolution Number 2--' - .7-1 Date jai za 1 2- 3 2-S LEGEND Tc TOP OF CURB BC BOTTOM OF CURB SW BUILDING ENVELOPE GRADING PLAN NOTE: 1. THIS IS NOTA SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEEN TAKEN FROM SURVEY MAP PREPARED BY DYNAMIC SURVEY, LLC., DATED 02115122, LAST REVISED 02127125. 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STORMWATER AND MEANDERING PATH GRADING PLAN APPROVED Resolution Number I5 - X t Date I D 1 2-0 1 L-0 ?z LEGEND TC TOP OF CURB BC BOTTOM OF CURB SW SIDEWALK Tw TOP OF WALL BW BOTTOM OF WALL ME MATCH EXISTING 0 M N H U W 00 v1� i G ou o � � a c o i r ca W U as ai oa • vs _ T ? ;� -z:l c, C!3 N 4"NI� W _ ( L C z v r a CU 47 z n Z U • j rn CA o '4 3 ' ILI .4 •O F 1����v .a .� C, pU�>~°'m �Q ! 9U ti pUj pA U -S Q UA❑an Qin. vi NNNN In v ; Vn %n [VNN vn to r'i -�t l-- r1 3n 14:) z�"Nr+id v pL- to N r)n I I 4 al i— o z V1 z m U in in w 04 w � H � w 0 W1 W� 0 ❑ 0 H C -- 1 05B ,,- __- , 1 l 1 111 I I I I I f 1 , I I J ! f i J I ' I I II 1 j/ 1/ I II I1 1 r,. _ + I I I I I I I I I ! 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TRUNK PIPE, TYP.. , 1 II + w0- 1 I I I 1 1 1 M/ 1 i 1 1 I \ i I$ 1 I I � I r-� I I I [ II 1 i ' 1 75 ' l d I I, 1 1 / / /1 1 ,1 j j I I �1 \\ '�\ sr. 1 I i1 \ 1, I II 1 o I I I I ,0 LF OF 8 DRAINAGE PIPES 1 r , i I I / / 1 1 1 I I I 1 \\ 1� -� ' 1 i I � \ I ' l� I{ 1 1 - INTERIOR TO COURTYARD ! * \ 1 I \ 1 ( i I ,\\ \ � \ I I I I �-w: - J rl, I I i j I i�/ I 1 1 I 1 1 1 1 i j %I 1 \ \ I i I I I ` \ I I 1 r' I I I • 1 , / i ER TO BE , I I 1 i � \. i I _ \ + i } A ri // 1 �` I i EXISTING SEW I ' I I I i 1 \ �. 1 } I I i - / ---,-- /'' 1 k II 11 1 I I ABANDONED IN PLACE l 1 1 I 1 ' 1 r i \\ \\ \ l 1 11 I I " i \ 1 1 1 I I I i _ _ 1 I` / e - �- F -, / / II 1 i 1 I !I i J 1 W 1 �I�u 1�~rw�' j, 1 �,- II I 1 I, I �� I i \ I \\ \ \1 ' I i / _ Y: - -- / ;i i 1 ��, I i \ { Ili i i I� I I I \ t \ l I , 1 1 I I _r; G ,� .� r' + t ` I \ t [ I I .�' 1 1 J \ %' I 1 1 - I I I 1 \ t i l' - I 1 11 f 1 1 I�� I + + i 1 •, � ti l �I I I I 1 1 �! - _. - ,/ \ I ackl I I I f I 1 } 4` .-r I I I 11 l 1 1 1 I , IW 1 ` �� . / _ ` 1 / , � r ', S II / ', p f r butgp,� q I { { I Dods \ \ �+ �, \\ I 1 ` , 1. 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ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEEN TAKEN FROM SURVEY MAP PREPARED BY DYNAMIC SURVEY, LLC., DATED 62115122, LAST REVISED 62127125. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. � �F TA��NI� STAVE �AR��AY CoMMISSION LAN � (FORMERLY BRONX PARKWAY EXTENSION) 429.87' APPROVED Resolution Number '�--5 - 2- 1 Date i DI 10 120aS M= IMEMUM SCALE: 1"=30'4?' i 00 CN sii C m Wo c 11 rn z � C7 - r_ _� .--i 0 ID,„ 7 tia oG i IIIIIIIIIIIIIIIIIIIIIIIIIIIII 0� i nE h W-a \0 v H 4 CN () `�_ a rA 0 � aw � U 4) as 00 .� 0 °IIIIIIIIIIIIIIIIIIIIIIi V3 0011) �N� a O W ~I ,.0 '" >H III ❑ g , ver A) w (n f kn N w I CD = w J Z) U) z 0 10 z a a w d e;9 Ca N sii C m Wo 11 rn z � C7 - r_ _� .--i 0 F" w �c1l) h x 'a'- 4 � W T V / 1 H 4 ­� w 0 0 00 W C 3 a O 0c 4-4 �_ O - E,�.] Ill I z a a w d e;9 Ca N sii C m Wo 11 rn z � C7 - r_ _� .--i z a a w d e;9 Ca SAFE DIG Before You Dig, Drill or Blast! +, CALL US TOLL FREE 811 or 1-800-962.7962 - NY IndusUi91 Cade RWe 753 requres no less (] , : i = Ihen Iwo working days notkd. bul nal mora I=„rr Nan fen days ao0ce. c,n www.d;gsafeyne%7wk, vrn I(D cn In Qj � O s., 41) V) T� V1 G) U > 0 F" w �c1l) h x 'a'- 4 � W T V / 1 H 4 ­� w 0 0 00 W C 3 a O 0c 4-4 �_ O - E,�.] SAFE DIG Before You Dig, Drill or Blast! +, CALL US TOLL FREE 811 or 1-800-962.7962 - NY IndusUi91 Cade RWe 753 requres no less (] , : i = Ihen Iwo working days notkd. bul nal mora I=„rr Nan fen days ao0ce. c,n www.d;gsafeyne%7wk, vrn I(D cn In MAINTAIN 18" VERTICAL SEPARATION WATER MAIN AND STORM OR SEINER PIPES M �Y=-- %/ 8" 22.5° 8" 22,50 BEND 8" 22.5° BEND 8" 11.25° 8" GATE VALVE 8" 22.50 BEND' 2" AIR RELIEF VALVE SEE DETAIL W-9 8"x8"x6" TEE TO FH -1 8" GATE VALVE--,,, 6" GATE VALVE Z co NOTE: 9. THIS IS NOTA SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEEN TAKEN FROM SURVEY MAP PREPARED BY DYNAMIC SURVEY, LLC., DATED 02/15/22, LAST REVISED 02127125. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. ENGAtitU IN UUNKC I t, i r r. —— 0 h 5r4e 7 3 co TRIO OF GATE VALVES AND 8"x8"x8" TEE TO BE ADDED TO EXISTING WATER LINE AND CONNECT TO FH -2 -4" DOMESTIC WATER SERVICE WITH 4" GATE VALVE —6" FIRE WATER SERVICE WITH 6" GATE VALVE �- APPROX. LOCATION OF NEW 250kW DIESEL GENERATOR ON CONCRETE PAD t, SMH-1 APPROX. LOCATION OF NEW 1000kVA RIM:545.40' UTILITY PAD -MOUNTED TRANSFORMER INV IN: 534.76'8" O _ INV OUT: 533-26'8'4 O TEST PIT LOCATION W SMH-2 ` - W ` RIM:535.67' J INV IN: 529.13'8" 0 INV OUT. 529.03' 8" 0 .- A --93' 8" SDR -35 PVC @ 4.46% EXISTING SEWER MAIN TO -� BE ABANDONED IN PLACE \ 4" DOMESTIC WATER SERVICE `. WITH 4" GATE VALVE , 1 LI - k f 6" FIRE WATER SERVICE 1 w I NC] _ ws ws ws WITH fi" GATE VALVE tfl- ws ws ws \ 0 ❑ ` v s ■ 1 1 j J EXISITING SANITARY SEWER SMH-3 SMH-33,76' j PIPE TO BE REMOVED FROM ua STORMWATER LIMITS. NV IN: 527.13'8" 0 °Gk p INV IN: 527.13'8" 0 l l aooprilg I \ o INV OUT: 527.03'8" O SDR -35 PVC l� SEWER SERVICE L51 INV. OUT: 531.00' i C �g1 + NS EV CHARGER LOCATIONS, TYP. \\\\\ \\\\\ Box ci TEST PIT LOCATION EXISTING STORM DRAIN APPROX. ROUTING OF—/' TO BE REMOVED o 2-5"C FROM T -TAP BOX r TO TRANSFORMER 04 I APPROX. LOCATION OF ` a RELOCATED EXISTING BEI ABIANDONED IN PI LACE 1' m T -TAP BOX TO INTERCEPT ` PRI MARY UG CONDUITS i to APPROX. LOCATION OF EXISTING STORM PIPE o ao EXISTING UG PRIMARY SERVICE �R BE ABANDONED IN PLACa co ao l l EXISTING SEWER PIPE TO --\-\---EXISTING ABANDONED IN PLACE Rack �.�.� . � � \ o \ \\ \�` ❑G�GrDp�7�76 ��fld5 a of 4 ` j tid9 i I _.C,iF •�. � � nrti LANDS OF TACONIC STATE PARKWAY CoMMISSION (FORMERLY BRONX PARKWAY EMENS0) SM H4 ENCS OF PUBLICSEWER MAIN — . RIM:530.24' NV IN: 521.30'8" 0 INV IN: 521.30'8" O INV OUT: 520.80'8" O X" CJ.. d 0. �_ SMH-5 �RIM:512.61' INV IN: 507.578" m INV OUT: 507.478" O a _— ele. Mani+ole 04 RIM' 504- 65 W DR 35A n 8" GATE VALVE 00 @ $ p�� SMH- �- RIM:504.30' -8" GATE VALVE INV IN: 499-18'8" O 22.5° VERTICAL BEND /f INV OUT: 499.08'8" O +n EXISITING MANHOLE OPENING a TO BE CUT AND SEALED -o APPROX. LOCATION OF EXISTING CUSTOMER ,C ELECTRICAL SERVICE POLE xU l� UP wl UP #13KV-W582 W/ Conduit r � , `=--CONNECT TO EXISTING SEWER MANHOLE INV.: 448.50'8" 0 � ' �~ w\QN V PUBLIC SEWER MAIN 1 J 1/ ' w/ G'ondutt SMH-8 1-7-77 RIM:464.19' INV IN: 458.93'8" 0 INV OUT: 458.26'8" 0 77��7 I 777 x 777 0,o b4 ISG �7 7 �7,v I EXISTING 8" WATER MAIN Rel NO3` 45' 09.99"W �%w TEST PIT LOCATION / 8" GATE VALVE TO BE ADDED TO EXISTING MAIN r>" SMH-7 f' RIM:488.65' INV IN: 482.14'8" O INV OUT: 482.04'8" 0 'r Q� cn 00 M N H U a M❑ m ro PUBLIC WATER MAIN LOOP r EXISTING 8" WATER MAIN -21 )60, CWIaN{E of 20 9. WN FASfMEAP PER 91 ' � 1 00 .10 0100, 0 15 30 60 SCALE: 1"=30'-O" fi] O m z 0 c 00 v U' LU w i a� O t r W a W � m � Icn Q 00} N D r� 0 00 W0 W v a a 0 0 a D v U c 3 v IL ai ao W W) PUBLIC WATER MAIN LOOP r EXISTING 8" WATER MAIN -21 )60, CWIaN{E of 20 9. WN FASfMEAP PER 91 ' � 1 00 .10 0100, 0 15 30 60 SCALE: 1"=30'-O" fi] O m p v a� a� c� C- 106 v a� a� c� W W O � � Q W a 0 00 W v a 0 0 a c 3 v IL C- 106 I` 1L Z 0 H Q w J W 550 0+00 0+50 555 550 LL Z Q 535 Q W U j 530 525 520 9 515 CS L 0+00 1+00 1+50 cc co Ci HOPE STORM PIPE r INV. 527.9' m �� 22 > J _- 2933 a M 4) 0+50 NOTE: 9, THIS IS NOTA SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEEN TAKEN FRAM SURVEY MAP PREPARED BY DYNAMIC SURVEY, LLC., DATED 02125122, LAST REVISED 02127!25. THE ENGINEER ASSUMES Nd RESPONSIBILITY FOR ITS ACCURACY. SDR -35 PVC @ 2.41 °l0 --238 8' 00 M 1+Q0 paiI@] 2+50 3+00 3+50 4+00 4+50 5+00 PUBLIC SEWER MAIN EXTENSION VERT. SCALE: 1" = 6 HORIZ. SCALE: 1" = 30 z 0 U Lu z z 0 U z O � IDCO 4 J 9OD 0° N trLr) m �>� ri�v Fwd J O =;azo �'wz 2:2>> cowE?z .HDPE STORM PIPE INV. 539.8'co / d @�ca r� co DO r'] N _ N L6 VVto y�?p [rl . ri Lp Ute' � z _ I ��0 [13�-- 1 z z �ry� L51'of w_ _ SDR -35 PVC @ 15.65` f y HDPE STORM PIPE C! 'm' INV, 530.7' ---93' 8" SDR -35 PVC @ 4.46% G -80' 8" SDR -35 FVC @ 2.38% c7 M L6 to Lo to Q) 1+50 2+00 2+50 3+00 NORTH BUILDING PRIVATE SEWER SERVICE VERT. SCALE: 1" = 6 HORIZ. SCALE: 1" = 30 C. LoCO) 3+50 Ui �In 4+00 Lri� as �L0 Ln 4+50 4+66.29 5+50 6+00 6+50 7+00 515 540 I'D to r- a z � � 0 ., � co � 06" 0 to L0 FROM 0 0+00 TOTAL 0+50 1}+H111]98 E- U AVERAGE LL `Private North Building - w 60 O 530 z 66,880 13.52 S Q z 0.167 545 ¢ 0.074 J W 0 U SMH #1 SMH #2 83 -38'8" F' SDR -35 PVC @ 9.52%] z z 4 _ 4 4 4 4 520 5.00 8 t-1 Go V) 0.167 1.01 w 0.074 0.296 M a � 0�-m SMH #2 540 0+46.33 SOUTH BUILDING SECOND `- "' 66,880 66,880 VERT. SCALE: U HORIZ. SCALE: 1" = 36 0.167 0.70 1.99 zi 0.296 `Private SMH #3 SMH #4 238 152 °°w0 2.41 8 0.35 2.09 0.167 co - n 2.01 0.074 0.296 U. ❑ zo to b co,j < Un rry 63 35 125 125 125 535 ❑ z m - N = N ~ La K 2.09 2.09 4.167 0.167 .-. 3.66 4.63 w;t IT �rLO 0 LO 22 to � z _ LL. nz2p Z CT u]�zzz 13010 Q 530 SMH M SMH #5 166 M 30,470 4 121,880 8.00 8 0.35 2.09 ,IG@� 5v 35 P Q 3.66 0.135 0.540 -- SMH #5 & r�3 HDPE STORM PIPE W 277 30,470 _ 4 121,880 8.00 8 INV. 528.1' J 0.167 1.28 3.66 1 0.135 0.540_ - - - SMH #6 `SMH #7 W 525 r� X-35'8" 30,470 4 4 121,880 121,880 8.00 11.36 8 8 0.35 0.35 2.09 2.09 SDR -35 PVC @ 12.81% 1.28 1.52 520 ¢ 0.540 0.540 30,470 Tie -In 7+00 515 540 I'D to r- a !010v4 � � 0 ., � co � 06" .. to L0 FROM 0 0+00 TOTAL 0+50 1}+H111]98 SOUTH BUILDING PRIVATE SEINER SERVICE VERT. SCALE: 1" = 6 HORIZ. SCALE: 1" = 36 co <D M M M to U') W AZO Zzz 7+50 5+00 8+28.04 Lu U w z 0 U w C7 z foo O v C) L H Qw❑ � Lu U) Site Design Consultants CIVIL ENGINEERS ■ LAND PLANNERS Single Fannly Residence Raciq fnr Sewpoe T3ecion F'Inw1 10 and ner herlrnnm SANITARY SEWER DESIGN SHEET PROJECT: AMS Yorktown JOB NO, 23-18 LOC: 800 East Main Street Yorktown NY 10 DATE: 12/16/2025 SHEET. 1 OF 1 Pine Desien Marine Formula for n = 0.10 LOCATION 540 I'D to � "4 �, a DUMBER OF BEDROOMS !010v4 � � 0 ., � n �2 r-: �1=r~� � 06" � 1 1r�y lf] Lf"1 � VELOCSITY FROM 0 INCREMENT TOTAL 535�zzz s PEAK FLOW FACTOR E- FtiLL AVERAGE LL `Private North Building - Z 60 O 530 4 66,880 13.52 S Q 2.019 0.167 W 4.75 0.074 J W 525 SMH #1 SMH #2 83 -38'8" F' SDR -35 PVC @ 9.52%] 16.7201 4 _ 4 4 4 4 520 5.00 8 t-1 Go V) 0.167 1.01 rs LO 0.074 0.296 `Private SMH #2 0+00 0+46.33 SOUTH BUILDING SECOND SERVICE 66,880 66,880 VERT. SCALE: 1" = 6 HORIZ. SCALE: 1" = 36 Site Design Consultants CIVIL ENGINEERS ■ LAND PLANNERS Single Fannly Residence Raciq fnr Sewpoe T3ecion F'Inw1 10 and ner herlrnnm SANITARY SEWER DESIGN SHEET PROJECT: AMS Yorktown JOB NO, 23-18 LOC: 800 East Main Street Yorktown NY 10 DATE: 12/16/2025 SHEET. 1 OF 1 Pine Desien Marine Formula for n = 0.10 LOCATION MANHOLE NO. � "4 �, a DUMBER OF BEDROOMS TOTAL GPDSEWAGE FLOW � � 0 ., � � � � 06" � V a � � � w U V VELOCSITY FROM TO INCREMENT TOTAL AVERAGE. PEAK FLOW FACTOR PEAK FtiLL AVERAGE PEAK `Private North Building - SMH #1 60 152 16,720 4 66,880 13.52 S 1 0.35 2.019 0.167 1.66 4.75 0.074 0.296 *Pt'ivate SMH #1 SMH #2 83 152 16.7201 4 _ 4 4 4 4 66,880 5.00 8 0.35 2.09 0.167 1.01 2.89 0.074 0.296 `Private SMH #2 SMH #3 80 f- - 152 16,720 66,880 66,880 2.38 8 0.35 2.09 0.167 0.70 1.99 0.074 0.296 `Private SMH #3 SMH #4 238 152 16.720 2.41 8 0.35 2.09 0.167 0.70 2.01 0.074 0.296 *Private South Building - - SMH #4A SMH #4A SMH #4 63 35 125 125 125 55.000 55,000 8.00 12.81 8 8 0.35 0.35 2.09 2.09 4.167 0.167 1.28 1.62 3.66 4.63 0.061 0.061 0.244 0.244 13,750 13,750 Start of Public Main SMH M SMH #5 166 277 30,470 4 121,880 8.00 8 0.35 2.09 0.167 1.28 3.66 0.135 0.540 -- SMH #5 SME 46 104 277 30,470 _ 4 121,880 8.00 8 0.35 2.49 0.167 1.28 3.66 1 0.135 0.540_ - - - SMH #6 `SMH #7 SMH #7 SMH #8 212 204 r� 277 277 30,470 4 4 121,880 121,880 8.00 11.36 8 8 0.35 0.35 2.09 2.09 0.167 0.167 1.28 1.52 3.66 4.36 0.135 0.135 0.540 0.540 30,470 Tie -In SMH 98 EX-SMH 137 277 30,470 41 121,880 7.13 1 8 1 0.35 2.09 0.1671 1.20 3.45 1 0.135 1 0.540 APMOV ED Resolution Number 2.5 - 2- 1 Date . to Io •a -o ',-5 � r � OQ i LiR v r-1 y M ~~ n o 0 � � U 7t 00 ■ b4Q ? N --a . '4 d U � ar SAFE DIG Before You Dig, Drill or Blast! }, CALLVSTOLL FREE Bf1aquwoC-201 trial Code Ruk I53 requiresnoIris than fW0 WOFKV days DO&a, but nal faafb than fan days noboe. www-digsafelyngwyaAl.Cnm w O v 00 1 � ri r � 'n N � LiR r-1 8 0 U � ar r� 76 SAFE DIG Before You Dig, Drill or Blast! }, CALLVSTOLL FREE Bf1aquwoC-201 trial Code Ruk I53 requiresnoIris than fW0 WOFKV days DO&a, but nal faafb than fan days noboe. www-digsafelyngwyaAl.Cnm w O v 00 1 � ri r � 'n N � LiR r-1 SAFE DIG Before You Dig, Drill or Blast! }, CALLVSTOLL FREE Bf1aquwoC-201 trial Code Ruk I53 requiresnoIris than fW0 WOFKV days DO&a, but nal faafb than fan days noboe. www-digsafelyngwyaAl.Cnm w O v 00 1 � ri SECTION UNDISTURBED GROUND WOOD OR METAL DRIVE POSTS AT 8'-0" D.C. MAX ATTACH S$LT FABRIC ON UPHILL_ SIDE OF POSTS AND BACKFILL OVER FABRIC PROPEX SILT STOP FABRIC OR APPROVED EQUAL SOIL TO BE RETAINED DIG 6"X6" TRENCH INSTALL FABRIC AND BACKFILL NATIVE SOIL EXISTING AREA TO BE PROTECTED SECTION NOTES: 1. Filter cloth to be fastened securely to post steel either t or u type or 2" hardwood posts at top and mid section. h coir fit x s abilink 10. n or approved equal 2. When two sections of filter cloth adjoin each other they shall be overlapped by 6 inches and folded. Filler clot shall be a iJD f a t 0 app 4 q 3. Maintenance shall be performed as needed and material removed when "bulges" develop in the silt fence. 4. Excavate 4 inch trench along the lower perimeter of the site. SYMBOL 5. unroll a section at a time and position the post against the back (downstream) wall of the trench (net side away from direction of flow), 6. Drive the post into the ground until the netting Is approximately 2 inches from the trench bottom. m 7. Lay the toe -in flap of fabric onto the undisturbed bottom of the trench, backfllf the trench and tamp the soil. Steeper slopes require an intercept trench. 8- Join sections as shown above. E-1 SILT FENCE DETAIL NOT TO SCALE 314"W ASH E SURRouND TEMPORAR 1 21 IAIr = SECTION SYMBOL CIDO© 0 °❑nod a LTER .MIM11ra=rarii al !=W= �== 1111111111'. M PLAN �_ STONE & BLOCK INLET PROTECTION DETAIL 2NOT TO SCALE SY� MPOL a E-3 -MPORAF ORANGE RUCTION 10'-0" MINIMUM WIDTH 3" CLEAN STONE Z MOUNTABLE BERM :5 - cc (OPTIONAL SEE t NOTE 5) � I�1E 9,U I IP I I- .OMPACTED SUBGRADE ILTER CLOTH 30'-D" MINIMUM PAUEME�4T INSTALLATION NOTES: 1. Stone size - use 3" min. Stone, or reclaimed or recycled concrete equivalent. 2. Length - as required, but not less than 50 feet (except on a single residence lot where a 34 toot minimum length would apply. 3. Thickness - not less than six (6) inches - 4. Width - 10 foot minimum, but not less than the full width at points where ingress or egress occur. 24 ft if single entrance to site. 5. Surface water - all sulfate water flowing or diverted toward construction entrances shall be piped across the entrance. If piping is Impractical, a mountable berm with 5:1 slopes will be permitted. - r r win of sediment onto public rig ht of way this may 6. Maintenance the entrance shall be maintained in a condition which will prevent tracking ng a lowing sed e p I g y y require periodic top dressing with additional stone as conditions demand and repair and/or cleanouts of any measures used to trap sediment. All sediment spilled, dropped. washed or tracked onto public right of way must be removed immediately. 7- Washing - wheels shall be cleaned to remove sedlment prior to entrance onto public right of way. When washing is required, it shall be done on an CONCRETE BLOCK area stabilized with stone and which drains into an approved sediment trapping device- 8- Periodic inspection and needed maintenance shall be provided atter each rain INLET 3/4" WASHED GRAVEL SURROUNDING INLET STABILIZE CONSTRUCTION -6 ENTRANCE DETAIL NOT TO SCALE SMALL FEEDER ROOTS AT -�_! - -1- .y/,\ %/\_)1.\Y,\' . EDGE OF BRANCH SYSTEM NOTES: 1. Contractor shall use the tree trunk armor detail for isolated trees that require protection. Z As an alternate, the contractor may protect trees in the vicinity of regular heavy traffic 1 construction areas or clusters of trees to be protected as per the construction fence detail, STAKED STRAW BAL AROUND PERIMTER TREE TRUNK ARMOR 1 TREE PROTECTION DETAIL NOT TO SCALE= 10 MIL- PLASTIC SHEETING LINING THE WASHOUT PIT AND EXTENDING OVER THE HAYBALES CEMENT TRUCK WASHOUT SPOILS APPROX. 10' LONG X 6 FT WIDE EXCAVATE PIT TO APPROXIMATE DIMENSIONS SHOWN NOTE: 1. Upon hardening of washout concrete residual, material shall be left in place and buried or broken up for removal and disposal, 2. (Ince the washout material reaches 6" from the surface, a new pit should be created for additional washout concrete residual - 3. The washout pit shall be located at least 50 ft. from storm drains, open ditches, or waterbodies• 4. Inspections shall be made daily. When 75% capacity has been reached a determination shall be made as to whether materials shall be removed- Upon removal and disposal of materials the liner shall be checked for tears. If so liner shall be replaced. Liquids shall be shall be removed by pumping out and disposed of in a proper manner. Solid washout waste can be broken up and buried on site or disposed of off site. E-4 CEMENT TRUCK WASHOUT PIT DETAIL NOT TO SCALE STABILIZE ENTIRE PILE WITH WOODEN FENCE POST AFTER 4 FT, LENGTH W W W W v v Y z SLOPE OR LESS WEEKLY MONTHLY SUPPORT NET O5T5 FASTENED TOGETHE - FILTER FABRIC I W W w W W W y V'aW yy M y. v 11 W ww - '•v ` , EMBED FI r 4y W ry Ww v,W WW ,'' CLOTH M W Y ' � INTO GRC PLAN VIEW: JOINING SECTIONS 14 D W V W y N µ W W W V W W W 4 W WW 4Z ANCHOR FABRIC 6" BELOW CONDITION TO r EXISTING CHANNEL WHEN W W"Ww"WV-W V'd'WW'J V 4'141 O'"")'Ti'r'ol.''+, CROSSING STREAM PREVENT SEDIMENT TRACKING CHANNEL SOIL ELEVATION INSP, INSP. 10' O.C. MAX. 36" MIN. FENCE 1 . IIi1I- _ POSTS, DRIVEN MIN. . -r 0 as 16" INTO GROUND - -- 18" MIN. HEIGHT OF w V ♦ n 11111- FILTER ABOVE GROUND 11=1 I -1 I I-1 I - . • I �. I _- I TI I I- I - 11--1 -1 6" MIN. EMBEDMENT r ... j,r4T T/ZM ,_ _ STRAWBALES OR IF � MIR[- SLOPE I( o JI < Z 7 Lu D k''.: p ru [r1' FLOW .. 0 0 ,>). 'S'o,- v ----. Q 6 roc � Lf = to •, '-,I 7- >n PERSPECTIVE VIEW - SECTION UNDISTURBED GROUND WOOD OR METAL DRIVE POSTS AT 8'-0" D.C. MAX ATTACH S$LT FABRIC ON UPHILL_ SIDE OF POSTS AND BACKFILL OVER FABRIC PROPEX SILT STOP FABRIC OR APPROVED EQUAL SOIL TO BE RETAINED DIG 6"X6" TRENCH INSTALL FABRIC AND BACKFILL NATIVE SOIL EXISTING AREA TO BE PROTECTED SECTION NOTES: 1. Filter cloth to be fastened securely to post steel either t or u type or 2" hardwood posts at top and mid section. h coir fit x s abilink 10. n or approved equal 2. When two sections of filter cloth adjoin each other they shall be overlapped by 6 inches and folded. Filler clot shall be a iJD f a t 0 app 4 q 3. Maintenance shall be performed as needed and material removed when "bulges" develop in the silt fence. 4. Excavate 4 inch trench along the lower perimeter of the site. SYMBOL 5. unroll a section at a time and position the post against the back (downstream) wall of the trench (net side away from direction of flow), 6. Drive the post into the ground until the netting Is approximately 2 inches from the trench bottom. m 7. Lay the toe -in flap of fabric onto the undisturbed bottom of the trench, backfllf the trench and tamp the soil. Steeper slopes require an intercept trench. 8- Join sections as shown above. E-1 SILT FENCE DETAIL NOT TO SCALE 314"W ASH E SURRouND TEMPORAR 1 21 IAIr = SECTION SYMBOL CIDO© 0 °❑nod a LTER .MIM11ra=rarii al !=W= �== 1111111111'. M PLAN �_ STONE & BLOCK INLET PROTECTION DETAIL 2NOT TO SCALE SY� MPOL a E-3 -MPORAF ORANGE RUCTION 10'-0" MINIMUM WIDTH 3" CLEAN STONE Z MOUNTABLE BERM :5 - cc (OPTIONAL SEE t NOTE 5) � I�1E 9,U I IP I I- .OMPACTED SUBGRADE ILTER CLOTH 30'-D" MINIMUM PAUEME�4T INSTALLATION NOTES: 1. Stone size - use 3" min. Stone, or reclaimed or recycled concrete equivalent. 2. Length - as required, but not less than 50 feet (except on a single residence lot where a 34 toot minimum length would apply. 3. Thickness - not less than six (6) inches - 4. Width - 10 foot minimum, but not less than the full width at points where ingress or egress occur. 24 ft if single entrance to site. 5. Surface water - all sulfate water flowing or diverted toward construction entrances shall be piped across the entrance. If piping is Impractical, a mountable berm with 5:1 slopes will be permitted. - r r win of sediment onto public rig ht of way this may 6. Maintenance the entrance shall be maintained in a condition which will prevent tracking ng a lowing sed e p I g y y require periodic top dressing with additional stone as conditions demand and repair and/or cleanouts of any measures used to trap sediment. All sediment spilled, dropped. washed or tracked onto public right of way must be removed immediately. 7- Washing - wheels shall be cleaned to remove sedlment prior to entrance onto public right of way. When washing is required, it shall be done on an CONCRETE BLOCK area stabilized with stone and which drains into an approved sediment trapping device- 8- Periodic inspection and needed maintenance shall be provided atter each rain INLET 3/4" WASHED GRAVEL SURROUNDING INLET STABILIZE CONSTRUCTION -6 ENTRANCE DETAIL NOT TO SCALE SMALL FEEDER ROOTS AT -�_! - -1- .y/,\ %/\_)1.\Y,\' . EDGE OF BRANCH SYSTEM NOTES: 1. Contractor shall use the tree trunk armor detail for isolated trees that require protection. Z As an alternate, the contractor may protect trees in the vicinity of regular heavy traffic 1 construction areas or clusters of trees to be protected as per the construction fence detail, STAKED STRAW BAL AROUND PERIMTER TREE TRUNK ARMOR 1 TREE PROTECTION DETAIL NOT TO SCALE= 10 MIL- PLASTIC SHEETING LINING THE WASHOUT PIT AND EXTENDING OVER THE HAYBALES CEMENT TRUCK WASHOUT SPOILS APPROX. 10' LONG X 6 FT WIDE EXCAVATE PIT TO APPROXIMATE DIMENSIONS SHOWN NOTE: 1. Upon hardening of washout concrete residual, material shall be left in place and buried or broken up for removal and disposal, 2. (Ince the washout material reaches 6" from the surface, a new pit should be created for additional washout concrete residual - 3. The washout pit shall be located at least 50 ft. from storm drains, open ditches, or waterbodies• 4. Inspections shall be made daily. When 75% capacity has been reached a determination shall be made as to whether materials shall be removed- Upon removal and disposal of materials the liner shall be checked for tears. If so liner shall be replaced. Liquids shall be shall be removed by pumping out and disposed of in a proper manner. Solid washout waste can be broken up and buried on site or disposed of off site. E-4 CEMENT TRUCK WASHOUT PIT DETAIL NOT TO SCALE STABILIZE ENTIRE PILE WITH i AFTER VEGETATION OR COVER W W W W v v Y - W ' . 1 W SLOPE OR LESS WEEKLY MONTHLY 4` ' W Y W W W W," 4 W W r �. 'f W W W W 'k W r V 51L7 FENCE I W W w W W W y V'aW yy �yV '.yW u W' w r y. v 11 W ww INSP. CLEAN OF SEDIMENTI REMOVE r 4y W ry Ww v,W WW W y.w 1. W Y ' as W \II � � REPLACE IF BULGES FORM 04 14 D W V W y N µ W W W V W W W 4 W WW 4Z .:.,y. go CONDITION TO REMOVE rvyvr"'NI,wNWJ'ry W W"Ww"WV-W V'd'WW'J V 4'141 O'"")'Ti'r'ol.''+, ^ ^ PREVENT SEDIMENT TRACKING SOIL INSP, INSP. INSP. ` 1 . IIi1I- _ --J . -r 0 as - -- I - Ti w V ♦ n 11111- I 11=1 I -1 I I-1 I - . • I �. I _- I TI I I- I - 11--1 -1 MIN. SLOPE ,_ _ STRAWBALES OR SILT FENCE MIR[- SLOPE STORAGE CAPACITY SYMBOL NOTES: 1. Area chosen for stockpiling operations shall be dry and stable - 2, Maximum slope of stockpile shall be 1:2, Z I I 3- Upon completion of soil stockpiling, each pile shall be surrounded with either silt fencing or SS strawbales, then stabilized with vegetation or covered - 4. See detail for installation of silt fence. r - S , E-5 SOIL STOCKPILE DETAIL NOT TO SCALE I E d A N O t 7209 (2) O CA ON _ E-7 E-8 2 EACH DUMP STRAP• BAG DETAIL INSTALLATION DETAIL 1" REBAR FOR BAG REMOVAL ' FROM tNLET SILT SACK DUMP LC DEPTH=D S I LTSAC K DETAIL NOT TO SCALE EXPANSION RESTRAINT S1#4';" NYLON ROPE, 2" FLAT WASHERS) 1" REBAR FOR BAG REMOVALFROM INLET DUMP STRAP `.. -CLEAN WATER DISCHARGE 12"-18" ; el �p , n - STEP IF GREATER THAN 4 FT, 12" � ���G �C1r 11 I INSTALLATION NOTES: 12 MIN GROUND WATER 1, Pit dimensions are variable. 2, The standpipe should be a perforated 12" to 24" diameter corrugated metal, PVC or HDPE pipe. 3, A base of 2" clean aggregate should be placed in the pit to a depth of 12". After installing the standpipe, the pit surrounding the standpipe should then be backfilled with 2" aggregate. 4, The standpipe should extend 12" - 18" above the lip of the pit. 5. If discharge will be pumped directly to a storm drainage system, the standplpe should be wrapped with filter fabric before instailatiom If desired, 114" - 112" hardware cloth may be placed around the standpipe, prior to attaching the filter fabric, this will increase the rate of water seepage into the pipe. DEWATERING PIT DETAIL GENERAL EROSION CONTROL NOTES: NOT TO SCALE SIDE SLOPE VARIES WITH - SOIL TYPE - PERFORATED STANDPIPE 2" AGGREGATE (CLEAN) � KI10 0 INSTAILLATION EARTH ANCHOR (EA) DETAIL 1. Prepare soil before installing high-performance turf reinforcement mats (HP-TRMs), including any necessary application of lime, fertilizer, and seed. 2. Begin at the top of the slope by anchoring the HP-TRMs in a 12" (30 cm) deep x 12" (30cm) wide trench with approximately 30" (76.2 cm) of HP-TRMs extended beyond the up-slope portion of the trench. Anchor the HP-TRMs with an alternating row of staples and anchors approximately 30'(76.2 cm) apart in the bottom of the trench. Backfill and compact the trench after stapling. Fold remaining 30" (76.2 cm) portion of HP-TRMs back over compacted soil. Secure HP-TRMs over compacted soil with an alternating row of staplesianchors spaced approximately 18" (45 cm) apart across the width of the HP-TRMs. 1 Roll the HP-TRMs (A) down or (B) horizontally across the slope. HP-TRMs will unroll with appropriate side against the soil surface. All HP-TRMs must be securely fastened to soil surface by placing staples/anchors in appropriate locations as shown in the staple pattern guide, 4. The edges of parallel HP-TRMs must be stapled between earth anchors with approximately 4" (16 cm) overlap depending on the HP-TRM type. For curved sections, adjust the overlap edges of parallel HP-TRMs accordingly with a minimum of 4" (10 cm) overlap to accommodate transitional segments. Drawing Not To Scale 'NOTE: _. NORTH In loose sail conditions, the use of . AMERICAN staple or stake lengths greater than GREEN", 6"(15cm) may be necessary to 5441 St. Wendel - Cynthiana Rd. PH: 800-772-2040 1 properly secure the HP-TRMs. Pose.yville, 1N 47633 wwwaensarnahreen,conl Drawn on: 01-28-13 SLOPE 2, ® zrr_5. zW -5" 0 2"-S" Ln6d Bilaring INSTALLATION (-5,12.5rrn) (-5-12,4cm) (S-12,icm) (5-12.5eln) Plate 10 .11 W 11EARTH ANCHOR ?'3' 1'eudon 411flkn) (0.91n) (EA) DETAIL W 6' (I.N1111 f 1,8¢n1 IT 33' 1, Prepare soil before installing (1m) L1.6, (lin) high-performance turf reinforcement I (1,5m) a411 mats (HP-TRMs), including any y necessary application of lime, 3.3' �fi d` fertilizer, and seed. (1m) Anchor fleud , 2. Begin at the top of the slope by 0 0 ` Position) 1LusdLocked anchoring the HP-TRMs in a 6" (15 Earth Anchor cm) deep x 6" (15cm) wide trench i7 Anchors per SQ.Yfl- 1.45 Anchors per 3Q.Yp. Detail with approximately 12" (30 Cm) of (G B Anchors per SO. M.) (1,35 Anchors per SCI. M.) H extended beyond the up-slope portion of the trench. Anchor the HP-TRMs with a row of �•" staples and anchors approximately Vt 5 © 2''_5" ,W,_5WW 0 2 ,_s , 5�I � 12' (30 cm) apart in the bottom of (5-115clw (5-1211 -10,5cmr (5-12.5rm1 15-12.5em) o� y the trench, Backfill and compact 2' 1.5'(0.45r1n) A t the trench after stapling. Apply (a,6m) a' 0 ;v 5 seed to compacted soil and fold 4' M.`% ya (1,21n) 3.3' gyp• 2 I remaining 12" (3L} cm) portion of I.n' �1 5, Im1 �� a l HP-TRMs back over seed and (0.5un) (0.55)) a°I Gn0 , compacted soil. Secure HP-TRMs ■ 'L' `z9 over compacted sail with a row of 1 I ) Q. I . - stapleslstakes spaced * I ❑�1s Ivr5iso �y1 approximately 12" (30 cm) apart . . N, I 5 AS`s r across the width of the HP-TRMs. 41 50 1Q X13 a 3- Boll the HP-TRMs (A) down or (B) �5 Ar °n°` v horizontally across the slope. HP-TRMs will unroll with W WJ appropriate side against the soil 1.7 Anchors per SQ YD, 2.3 Anchors per SQ.YQ. + i k surface. All HP-TRMs must be (2.4 Anchors per SQ. M.) (2.7 Anchors per SQ. %) 6.7 AnchorsISQ.YWO.8 AnchorsiSQ, M,) securely fastened to sail surface by Channel &. Shoreline placing stapiesrstakes in NOTES: Slopes appropriate locations as shown in " The performance of ground anchoring devices Is highly the staple pattern guide. dependent on numerous site/project specific variables. It is the 4. The edges of parallel HP-TRMs sale responsibility of the project engineer and/or contractor to must be stapled with approximately select the appropriate anchor type and length. Anchoring shall be CRITICAL POINTS 2" - 5" (5-12-5cm) overlap selected to hold the mat in intimate contact with the soil subgrade A. Overlaps and Seams depending on the HP-TRM type - and resist pullout in accordance with the projects design intent. B. Projected Water Line 5. Consecutive HP-TRMs spliced Anchor Pattern Guide can vary based on earth anchor and C. Channel Bottom/Side Slope Vertices dawn the slope must tend over blanket selection. A A end (Shingle style) withh an approximate 3"(7.5cm) overlap. " If desired, the system can be sDil-filled and sodded after TRM B SC Staple through overlapped area, installation. Sod should be staples/staked according to plan C approximately 12"(30cm) apart speclflcatlons. across entire HP-TRM width - Drawing Not To Scale 'NOTE: ......I.... l7isclaimer: In loose soil conditions, the use of ...... -.. _ . AMERICAN The information presented herein is general design information only. For specific applications, staple OF stake lengths greater than GREEN" consult an independent professional for further design guidance. 6"(15cm) may be necessary to i4ol St. Wendel - Cynthiana Rd. PH: 800-77Z-2040properly secure the HP-TRMs. PosEyNville, W 47633 www.tensarnagreen.com ❑yawn on: 01-28-13 E_ EROSION BLANKET SLOPE STABILIZATION DETAIL 9 1 NOT TO SCALE 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL SEDIMENT AND EROSION CONTROL PRACTICES. THE SEDIMENT AND EROSION CONTROL PRACTICES ARE TO BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCES, AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED. ROAD SURFACE FLOWS FROM THE SITE SHOULD BE DISSIPATED WITH TRACKING PAD OR APPROPRIATE MEASURES DURING ADJACENT ROAD SHOULDER REGRADING. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL SOIL EROSION AND SEDIMENTATION CONTROL DEVICES THROUGHOUT THE COURSE OF CONSTRUCTION, 2. CATCH BASIN INLET PROTECTION MUST BE INSTALLED AND OPERATING AT ALL TIMES UNTIL TRIBUTARY AREAS HAVE BEEN STABILIZED. WHEN POSSIBLE FLOWS SHOULD BE STABILIZED BEFORE REACHING INLET PROTECTION STRUCTURE. TIMELY MAINTENANCE OF SEDIMENT CONTROL STRUCTURES IS THE. RESPONSIBILITY OF THE CONTRACTOR_ 3. ALL STRUCTURES SHALL BE MAINTAINED IN GOOD WORKING ORDER AT ALL TIMES. THE SEDIMENT LEVEL IN ALL SEDIMENT TRAPS SHALL BE CLOSELY MONITORED AND SEDIMENT REMOVED PROMPTLY WHEN MAXIMUM LEVELS ARE REACHED OR AS ORDERED BY THE ENGINEER. ALL SEDIMENT CONTROL STRUCTURES SHALL BE INSPECTED ON A REGULAR BASIS, AND AFTER EACH HEAVY RAIN TO INSURE PROPER OPERATION AS DESIGNED. AN INSPECTION SCHEDULE SHALL BE SET FORTH PRIOR TO THE START OF CONSTRUCTION, 4. THE LOCATIONS AND THE INSTALLATION TIMES OF THE SEDIMENT CAPTURING STANDARDS SHALL BE AS SPECIFIED IN THESE PLANS, AS ORDERED BY THE ENGINEER, AND IN ACCORDANCE WITH THE LATEST EDITION OF THE "NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL" (NYSSESC). 5. ALL TOPSOIL SHALL BE PLACED IN A STABILIZED STOCKPILE= FOR RE=USE ON THE SITE. ALL STOCKPILE MATERIAL REQUIRED FOR FINAL GRADING AND STORED ON SITE SHALL BE TEMPORARILY SEEDED AND MULCHED WITHIN 7 DAYS. REFER TO SOIL STOCKPILE DETAILS. 6. ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 7 DAYS AND NOT SUBJECT TO CONSTRUCTION TRAFFIC, SHALL IMMEDIATELY RECEIVE TEMPORARY SEEDING. MULCH SHALL BE USED IF THE SEASON PREVENTS THE ESTABLISHME=NT OF A TEMPORARY COVER. DISTURBED AREAS SHALL NOT BE LIMED AND FERTILIZED PRIOR TO TEMPORARY SEEDING. 7. IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS TEMPORARILY OR PERMANENTLY CEASED, THE APPLICATION OF SOIL STABILIZATION MEASURES MUST BE INITIATED BY THE END OF THE NEXT BUSINESS DAY AND COMPLETED WITHIN SEVEN t7j DAYS FROM THE DATE THE CURRENT SOIL DISTURBANCE ACTIVITY CEASED. 8. ALL DISTURBED AREAS WITHIN 500 FEET OF AN INHABITED DWELLING SHALL BE WETTED AS NECESSARY TO PROVIDE DUST CONTROL. 9. THE CONTRACTOR SHALL KEEP THE ROADWAYS WITHIN THE PROJECT CLEAR OF SOIL AND DEBRIS AND IS RESPONSIBLE FOR ANY STREET CLEANING NECESSARY DURING THE COURSE OF THE PROJECT - 10. SEDIMENT AND EROSION CONTROL STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE DRAINAGE AREA HAS BEEN PROPERLY STABILIZED BY PERMANENT MEASURES - 11. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH CURRENT EDITION OF NYSSESC. '12. ALL REGRADED AREAS MUST BE STABILIZED APPROPRIATELY PRIOR TO ANY ROCK BLASTING, CUTTING, AND/OR FILLING OF SOILS. SPECIAL CARE SHOULD BE TAKEN DURING CONSTRUCTION TO INSURE STABILITY DURING MAINTENANCE AND INTEGRITY OF CONTROL STRUCTURES. 13. ANY SLOPES GRADED AT 3:1 OR GREATER SHALL BE STABILIZED WITH EROSION BLANKETS TO BE STAKED INTO PLACE= IN ACCORDANCE WITH THE MANUFACTURES REQUIREMENTS. EROSION BLANKETS MAY ALSO BE REQUIRED AT THE DISCRETION OF TOWN OFFICIALS OR PROJECT ENGINEER. WHEN STABILIZED BLANKET IS UTILIZED FOR CHANNEL STABILIZATION, PLACE ALL OF THE VOLUME OF SEED MIX PRIOR TO LAYING NET, OR AS RECOMMENDED BY THE MANUFACTURER. 14, TO PREVENT HEAVY CONSTRUCTION EQUIPMENT AND TRUCKS FROM TRACKING SOIL OFF-SITE, CONSTRUCT A PERVIOUS CRUSHED STONE PAD. LOCATE AND CONSTRUCT PADS AS DETAILED IN THESE PLANS, 15. CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST BY SPRINKLING EXPOSED SOIL AREAS PERIODICALLY WITH WATER AS REQUIRED. CONTRACTOR TO SUPPLY ALL EQUIPMENT AND WATER. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION INSPECTIONS AS PER NYSDEC GP -0-20-001 AND TOWN OF YORKTOWN CODE. 17. ALL HYDRAULIC LINES ON ALL CONSTRUCTION EQUIPMENT AND VEHICLES MUST BE CHECKED AT THE END OF EACH WORKDAY TO MINIMIZE THE POSSIBILITY OF ACCIDENTAL LEAKAGE OF ANY HYDRAULIC FLUIDS. MAINTENANCE SCHEDULE: TOPSOIL. Existing topsoil will be removed and stored in piles sufficiently as to avoid mixing with other excavation. Stockpiles shall be surrounded by erosion control as outlined on these plans- The furnishing of new topsoil shall be of a better or equal to the following criteria (S5713.01 NYSDOT): 1, The pH of the material shall be 5.5 to 7.6. 2. The organic content shall not be less than 2% or more than 7011❑. 3. Gradation: SIEVE SIZE % PASSING BY WGT. 2 INCH 100 1 INCH 85 TO 100 114 INCH 65 TO 100 NO, 200 MESH 20 TO 80 PERMANENT VEGETATIVE COVER: 1, Site preparation'.: 1.1. Install erosion control measures. 1,2. Scarify compacted soil areas. 1.3. Lime as required to ph 6.5. 1.4. Fertilize with 10-6-4 4 lbs/1,000 S.F. 1.5. Incorporate amendments into soil with disc harrow. 2. Seed mixtures for use on swaies and cut and fill areas. MIXTURE LBS./ACRE ALT. A KENTUCKY BLUE GRASS 20 CREEPING RED FESCUE 28 RYE GRASS OR REDTOP 5 ALT. E3 CREEPING RED FESCUE 20 REDTOP 2 TALL FESCUE/SMOOTH BLOOMGRASS 20 3- SEEDING 3-1, Prepare seed bed by raking to remove stones, twigs, roots and other foreign material. 3.2. Apply soil amendments and integrate into soil. 3.3. Apply seed uniformly by cyclone seeder culti-packer or hydro -seeder at rate indicated - 3A. Stabilize seeded areas in drainage swaies, 3.5. Irrigate to folly saturate sail layer, but not to dislodge planting soil. 3.6. Seed between April 1 st and May 15th or August 15th and October 15th. 3.7. Seeding may occur May 15th and August 15th if adequate irrigation is provided. TEMPORARY VEGETATIVE COVER - SITE PREPARATION: 1. Install erosion control measures. 2. Scarify areas of compacted soil. 3. Fe-ifilize with 1 a-10-10 at 4001acre. 4. Lime as regUired to ph 6.5, SEED SPECIES: MIXTURE Rapidly germinating anmai ryegrass (or approved equal) Perennial ryegrass Cereal cats SEEDING: Same as permanent vegetative cover LBS./ACRE 20 20 3E CONSTRUCTION SEQUENCE RECOMMENDED SEQUENCE OF CONSTRUCTION USE OF EROSION AND SEDIMENT CONTROL STRUCTURES AND PRACTICES ARE IMPORTANT FOR MAINTAINING SITE STABILITY UNDER RUNOFF AND DURING DAILY CONSTRUCTION ACTIVITIES. THE CONSTRUCTION SEQUENCE SHOULD BE STAGED WITH EROSION AND SEDIMENT CONTROLS, AS FOLLOWS, WITH ALL CONTROLS IN PLACE AND IMPLEMENTED PRIOR TO RESPECTIVE INFRASTRUCTURE CONSTRUCTION. AS CONSTRUCTION PROCEEDS, THE CONTROLS SHOULD BE MONITORED, MAINTAINED AND REPLACED AS NEEDED. ADDITIONAL CONTROLS MAY BE REQUIRED AS NEEDED TO ADDRESS UNFORESEEN SITUATIONS. REFER TO THE CONSTRUCTION DRAWINGS FOR ALL PLANS AND DETAILS WHICH RELATE TO THE CONSTRUCTION SEQUENCE. THIS SEQUENCE SHOULD BE FOLLOWED IN CONJUNCTION WITH ALL PLANS, NOTES, AND THE STORMWATER POLLUTION PREVENTION PLAN. PRIOR TO THE: COMMENCEMENT OF WORK, THE OWNER AND GENERAL CONTRACTOR SHALL READ AND UNDERSTAND THE SEQUENCE FOR CONSTRUCTION. THE SEQUENCE SHALL BE DISCUSSED AT THE TIME OF THE PRE -CONSTRUCTION MEETING. DURING CONSTRUCTION OF THE PROJECT, THE CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL REQUIRED INSPECTIONS WITH VARfOUS AGENCIES AND THE PROJECT ENGINEER. GENERAL SEQUENCE: THE GENERAL SEQUENCE APPLIES TO THE START OF ALL WORK FOR THE PROJECT. THE REQUIREMENTS IN SUCH SHALL BE APPLIED AS APPROPRIATE AND SHALL BE ASSUMED IN PLACE PRIOR TO THE START OF THE WORT( OUTLINED IN THE SEQUENCE. 1. PRIOR TO THE BEGINNING OF ANY SITE WORK THE MAJOR FEATURES OF THE CONSTRUCTION MUST BE FIELD STAKED BY A LICENSED SURVEYOR. THESE INCLUDE THE BUILDINGS, ROADS, LIMITS OF DISTURBANCE, UTILITY LINES. AND STORMWATER PRACTICES. 2, PRIOR TO THE START OF THE PROJECT, AN ON-SITE PRE -CONSTRUCTION MEET] NG WILL BE HELD. THIS WILL BE ATTENDED BY THE PROJECT OWNER, THE OPERATOR RESPONSIBLE FOR COMPLYING WITH THE APPROVED CONSTRUCTION DRAWINGS INCLUDING THE EROSION AND SEDIMENT CONTROL (E&SC) PLAN AND DETAILS, THE DESIGN ENGINEER, THE ENGINEER RESPONSIBLE FOR E&SC MONITORING DURING CONSTRUCTION, TOWN REPRESENTATIVES FROM THE ENGINEERING DEPARTMENT AND CORE ENFORCEMENT, AND REPRESENTATIVES FROM THE NYC DEP, THE DEP SHALL BE NOTIFIED 48HRS PRIOR TO THE PRECONSTRUCTION MEETING. 3. CUT AND CLEAR TREES WITHIN THE WORK LIMITS AS NECESSARY FOR THE AREAS TO BE DISTURBED. INSTALL TREE PROTECTIVE MEASURE AT MARKED LOCATIONS ON E&SC PLAN. 4, INSTALL ALL TEMPORARY EROSION CONTROL MEASURES AS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN FOR THE PROJECT'S IMMEDIATE DISTURBANCE AREAS. THIS SMALL INCLUDE, BUT NOT LIMITED TO SILT FENCE, STABILIZED CONSTRUCTION ENTRANCES, CONSTRUCTION FENCE, ETC. THIS SEQUENCE MUST BE FOLLOWED TO ENSURE PROPER IMPLEMENTATION OF THE EROSION! AND SEDIMENT CONTROL PLAN (E&SC) AND STORMWATER POLLUTION PREVENTION PLAN (SWPPP). DURING CONSTRUCTION, RUNOFF WILL SHEET FLOW ACROSS THE SITE TO THE PERIMETER WHERE IT WILL BE PASS THROUGH SILT FENCING. 5, TIMBERED TREES AND WOODCHIPS SHALL BE TEMPORARILY STORED IN THE STOCKPILE AND/OR STAGING AREA IF NECESSARY, BEFORE BEING REMOVED OFF-SITE. WOODCHIPS MAY BE USED FOR MULCH TO STABILIZE DISTURBED AREAS. WOODCHIP MULCH SHALL BE APPLIED AT A MINIMUM RATE OF 500 LBS. PER 1000 SF (2" THICK MINIMUM). 6, REMOVE EXISTING VEGETATIVE COVER, CUT AND CLEAR TREES, GRUB, REMOVE STUMPS AND OTHER SURFACE FEATURES IN THE LIMIT OF CONSTRUCTION ONLY. ANY DISTURBANCE THAT RESULTS FROM TREE CLEARING AND GRUBBING SHALL BE IMMEDIATELY STABILIZED WITH WOODCHIPS MULCH, HYDRO -MULCH, OR STRAW AND SEED. TIMBERED TREES, WOOD CHIPS, AND STUMPS SHALL. BE REMOVED OFF-SITE UNLESS OTHERWISE DIRECTED. AS STATED, WOODCHIPS MAY BE STOCKPILED FOR USE AS STABILIZING GROUND COVER. DEMOLISH AND/OR REMOVE EXISTING FEATURES AS PER PLAN AND DISPOSE OF OR STOCKPILE AS REQUIRED BY THE OWNER, ALL CONSTRUCTION DEBRIS SHALL BE PROPERLY DISPOSED OF IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REQUIREMENTS, 7, NO MORE THAN FIVE ACRES SHALL BE DISTURBED ON SITE AT ONE TIME. 8. THE SURVEYOR SHALL STAKE -OUT THE PROPOSED ROADWAY CENTERLINES, PARKING LOT LIMITS, LIMITS OF CUT AND BUILDINGS. 9. ONCE THE TREE REMOVAL OPERATION IS COMPLETE, STRIP THE TOPSOIL WITHIN THE WORK BOUNDARY AND PLACE EXCAVATED TOPSOIL WITHIN THE IDENTIFIED STOCKPILE LOCATIONS. ANY SOILS SO DEEMED BY THE DESIGN OR MONITORING ENGINEER SHALL BE STOCKPILED FOR FUTURE USE AS LANDSCAPED AREA TOPSOIL. CONTRACTOR SHALL TAKE EVERY PRECAUTION FEASIBLE TO REDUCE THE AMOUNT O DISTURBEDIEXPOSED SOILS DURING CONSTRUCTION, 16, ANY DISTURBED AREA THAT WILL NOT BE FURTHER DISTURBED WITHIN SEVEN (7) DAYS SHALL BE IMMEDIATELY STABILIZED WITH WOODCHIPS, HYDRO -MULCH, OR STRAW AND SEED IN ACCORDANCE WITH SPDES GENERAL PERMIT GP -025-001, I1,INSTALL NEW DRAINAGE AND CURBING. 12.6EGIN ROUGH GRADING OF NEW PARKING WITHIN WORK LIMITS AND ADJACENT AREAS. SLOPES IN EXCESS OF 3H:1V SHALL NOT BE LEFT EXPOSED AND MUST BE STABILIZED. ONCE SUBGRADE ELEVATION IS SET, INSTALL ITEM BASE COURSE. BEGIN GRADING WORKING FROM INSIDE THE SITE. ONCE GRADES HAVE BEEN ESTABLISHED, INSTALL OR REPLACE THE CONSTRUCTION ENTRANCE. 13. BEGIN ROUGH GRADING THE BUILDING PADS FOR THE BUILDINGS. ALL COMPACTION REQUIREMENTS SHALL BE MET WITHIN THE FILL SECTIONS. (THIS WORK SHALL INCLUDE THE COMMENCEMENT OF THE RETAINING WALLS AROUND THE PROPOSED BUILDING CONSTRUCTION.) UPON COMPLETION OF THE GRADING, TEMPORARY SEED OR HYDRO -MULCH THE EMBANKMENT AND INSTALL EROSION CONTROL BLANKETS AS SHOWN ON THE PLANS, DURING BUILDING AND SITE CONSTRUCTION, MAINTAIN AND RE-ESTABLISH AS REQUIRED, EROSION CONTROL AND STABILIZATION MEASURES AS REQUIRED BY THE SITE PLAN AND DETAILS. AREAS WHICH ARE TO REMAIN UNDISTURBED FOR MORE THAN SEVEN (7) DAYS SHALL BE STABILIZED WITH TEMPORARY SEEDING OR MULCH. 14. BEGIN PREPARATION OF THE BUILDING SITE AND EXCAVATION OF THE BUILDING FOUNDATION AS WELL AS CONSTRUCTION OF ALL RETAINING WALLS. REBAR AND FOOTINGS OF ALL RETAINING WALLS SHALL BE INSPECTED BY THE DESIGN ENGINEER OR TOWN PRIOR TO CONCRETE POUR. ARI=AS IN WHICH FINAL GRADE IS ACHIEVED SHALL BE IMMEDIATELY STABILIZED WITH PERMANENT VEGETATIVE COVER, PERMANENT SLOPES OF 3:1 OR GREATER SHALL RECEIVE EROSfON BLANKETS- 15.BEG€N CONSTRUCTION OF THE FOUNDATION. UPON COMPLETION AND AFTER PROPER CURING TIME IS ACHIEVED, BACKFILL THE FOUNDATION AND BRING SITE TO ROUGH GRADE. IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS TEMPORARILY OR PERMANENTLY CEASED, THE APPLICATION OF SOIL STABILIZATION MEASURES MUST BE INITIATED BY THE END OF THE NEXT BUSINESS DAY AND COMPLETED WITHIN SEVEN (7) DAYS FROM THE DATE THE CURRENT SOIL DISTURBANCE ACTIVITY CEASED_ 16, ONCE BUILDING FOUNDATIONS AND RETAINING WALLS HAVE BEEN COMPLETED, BRING THE SITE TO THE FINAL SUBGRADE ELEVATION. 17. PROCEED WITH THE CONSTRUCTION OF THE BUILDINGS. THIS INCLUDES THE BUILDING STRUCTURE ITSELF, RETAINING WALLS, AND ROUGH GRADES. AT ANY POINT DURING THIS BEGIN INSTALLATION OF THE UTILITIES INCLUDING THE WATER AND SEWER CONNECTIONS, DRAINAGE AND POWER UTILITIES. CONCRETE TRUCKS SHALL BE WASHED OUT IN THE LOCATION SHOWN ON THE PLANS. 18. STAKE -OUT THE LOCATION OF UTILITIES AND UTILITY STRUCTURES. BEGIN INSTALLATION OF STORMWATER MANAGEMENT SYSTEMS. 19. WHEN THE DRAINAGE IMPROVEMENTS ARE COMPLETE, THE UPSTREAM DRAINAGE STRUCTURE SHALL BE BLOCKED TO NOT ALLOW SED] MENT LAIDEN WATER FROM REACHING THE SUBSURFACE CHAMBERS. 20.BACKFILL AS INSTALLATION 1S COMPLETE AND STABILIZE THE AREA. IF TRENCHES ARE TO BE LEFT OPEN, PLACE EXCAVATED MATERIAL ON THE IJP -SLOPE SIDES OF THE TRENCH AND PROTECT AND STABILIZE IF IT IS TO REMAIN OPal FOR AN EXTENDED PERIOD OF SEVEN (7) DAYS OR MORE, FINAL SITE STABILIZATION AND COMPLETION OF NEW CONSTRUCTION: 21.UPON COMPLETION OF ALL WORK, THE SITE SHALL BE INSPECTED BY THE SUPERVISING ENGINEER AND TOWN INSPECTOR TO DETERMINE COMPLETION OF ALL WORK AND PERMANENT STABILIZATION OF THE SITE. 22,ANY AREAS DEEMED INCOMPLETE OR NOT PROPERLY STABILIZED SHALL BE DONE SO TO THE SATISFACTIONS TO THE SUPERVISING ENGINEER AND TOWN INSPECTOR, 23.ONCE THE SITE IS DEEMED ADEQUATELY STABLE THE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES CAN BE REMOVED. AT THAT TIME IF DEEMED APPROPRIATE= DRAINAGE STRUCTURES UPSTREAM FROM THE SUBSURFACE STORMWATER MANAGEMENT SYSTEMS SHALL BE CLEANED OF SEDIMENT AND DEBRIS. THEY CAN THEN BE UNBLOCKED TO ALLOW FOR FLOW OF COLLECTED SURFACE RUNOFF. OWNERIOPERATOR CERTIFICATION "I hereby certify under penalty of law that I understand and agree to comply with the terms and conditions of the SWPPP and agree to implement any corrective actions identified by the qualified inspectorduring a site inspection. I also understand that the owner or operator must comply with the terms and conditions of the most current version of the New York State Pollutant Discharge Elimination System ("SPDES") general permit for stormwater discharges from construction activities and that it is unlawful for any person to cause or contribute to a violation of water gaality standards. Furthermore, I am aware that there are significant penalties for submitting false information, that I do not believe to be true, including the possibility of fine and imprisonment for knowing violations" Name (please print) Title Date Address Phone E-mail Signature CONTRACTOR CERTIFICATION CONTRACTOR CERTIFICATION STATEMENT -. ALL CONTRACTORS AND SUBCONTRACTORS IDENTIFIED IN A SWPPP IN ACCORDANCE WITH PART IIE.A.6 (SPDES GENERAL PERMIT FOR STORMWATER RUNOFF FROM CONSTRUCTION ACTIVITY, GP -0-25-001, JANUARY 2025) OF THIS PERMIT SHALL SIGN A COPY OF THE FOLLOWING CERTIFICATION STATEMENT BEFORE UNDERTAKING ANY CONSTRUCTION ACTIVITY AT THE SITE IDENTIFIED IN THE SWPPP: "I HEREBY CERTIFY THAT I UNDERSTAND AND AGREE TO COMPLY WITH THE TERMS AND CONDITIONS OF THE SWPPP AND AGREE TO IMPLEMENT ANY CORRECTIVE ACTIONS IDENTIFIED BY THE QUALIFIED INSPECTOR DURING A SITE INSPECTION. I ALSO UNDERSTAND THAT THE OWNER OR OPERATOR MUST COMPLY WITH THE TERMS AND CONDITIONS OF THE NEW YORK STATE POLLUTANT DISCHARGE ELIMINATION SYSTEM ("SPDES") GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITIES AND THAT:T IS UNLAWFUL FOR ANY PERSON TO CAUSE OR CONTRIBUTE TO A VIOLATION OF WATER QUALITY STANDARDS. FURTHERMORE, I UNDERSTAND THAT CERTIFYING FALSE, INCORRECT OR INACCURATE INFORMATION IS A VIOLATION OF THE REFERENCED PERMIT AND THE LAWS OF THE STATE OF NEW YORK AND COULD SUBJECT ME TO CRIMINAL, CIVIL ANDIOR ADMINISTRATIVE PROCEEDINGS." INDIVIDUAL CONTRACTOR: NAME AND TITLE (PLE=ASE PRINT) SIGNATURE OF CONTRACTOR Company / Contracting Firm: Address of Company Telephone Number 1 Cell Number Site Information: Address of Site Today's Date: AFP' 0VXD ReSolutiol-t Number -5 '2-1 Date I ! 10 1�?-OZ _-5_�- - SAFE DIG Before You Dig, Drill or Blast! aCALL Vs TOLL rREr 811 m 1-&M-952-7962 NY industrial Code Rule 759 requires no Less thantwo"Ort 4 days Vllpa, Out al moreManten days nol c . w ,digsweynnvyork.mn W i AFTER NECESSARY TO AFTER APPROVAL r`1 C-1 DAILY WEEKLY MONTHLY RAINF=ALL MAINTAIN FUNCTION OF INSPECTOR 51L7 FENCE _-_ --_ INSP. INSP. CLEAN OF SEDIMENTI REMOVE as W \II � � REPLACE IF BULGES FORM STABILIZED CLEAN OF SEDIMENT INSP._MAINTAIN CA � = `_ CONDITION TO REMOVE CONST- ENT- ♦� V) --+ Q] . s� x � ^ ^ PREVENT SEDIMENT TRACKING SOIL INSP, INSP. INSP. MAINTAIN VEGETATIVE REMOVE STOCKPILE --J . -r 0 as COVER WITH SEEDING OUTLET/ INLET w V ♦ n " REMOVE SEDIMENT AT 50%REMOVE STRUCTURES ,_ _ INSP, INSP, INSP. STORAGE CAPACITY o JI < Z 7 Lu D k''.: p ru [r1' & PROTECTION .. 0 0 ,>). 'S'o,- v ----. Q 6 roc � Lf = to •, '-,I 7- >n - 15 cJ E REMOVE HARDENED CONCRETE INSPECTION INSP. INSP, INSP. CONCRETE WHEN 75% FULL REMOVE WASHOUT (INSP.) EROStON INSP. INSP, INSP- MAINTAIN COVER WITH REMOVE AFTER 80% CONTROL --- SEEDING AND ANCHORING UNIFORM BLANKET .� VEGETATION GROWTH CONSTRUCTION INSP. INSP. REPLACE DAMAGED AREAS REMOVE FENCE --- ---- I r4 2 AND REMOVE SEDIMENT TOPSOIL. Existing topsoil will be removed and stored in piles sufficiently as to avoid mixing with other excavation. Stockpiles shall be surrounded by erosion control as outlined on these plans- The furnishing of new topsoil shall be of a better or equal to the following criteria (S5713.01 NYSDOT): 1, The pH of the material shall be 5.5 to 7.6. 2. The organic content shall not be less than 2% or more than 7011❑. 3. Gradation: SIEVE SIZE % PASSING BY WGT. 2 INCH 100 1 INCH 85 TO 100 114 INCH 65 TO 100 NO, 200 MESH 20 TO 80 PERMANENT VEGETATIVE COVER: 1, Site preparation'.: 1.1. Install erosion control measures. 1,2. Scarify compacted soil areas. 1.3. Lime as required to ph 6.5. 1.4. Fertilize with 10-6-4 4 lbs/1,000 S.F. 1.5. Incorporate amendments into soil with disc harrow. 2. Seed mixtures for use on swaies and cut and fill areas. MIXTURE LBS./ACRE ALT. A KENTUCKY BLUE GRASS 20 CREEPING RED FESCUE 28 RYE GRASS OR REDTOP 5 ALT. E3 CREEPING RED FESCUE 20 REDTOP 2 TALL FESCUE/SMOOTH BLOOMGRASS 20 3- SEEDING 3-1, Prepare seed bed by raking to remove stones, twigs, roots and other foreign material. 3.2. Apply soil amendments and integrate into soil. 3.3. Apply seed uniformly by cyclone seeder culti-packer or hydro -seeder at rate indicated - 3A. Stabilize seeded areas in drainage swaies, 3.5. Irrigate to folly saturate sail layer, but not to dislodge planting soil. 3.6. Seed between April 1 st and May 15th or August 15th and October 15th. 3.7. Seeding may occur May 15th and August 15th if adequate irrigation is provided. TEMPORARY VEGETATIVE COVER - SITE PREPARATION: 1. Install erosion control measures. 2. Scarify areas of compacted soil. 3. Fe-ifilize with 1 a-10-10 at 4001acre. 4. Lime as regUired to ph 6.5, SEED SPECIES: MIXTURE Rapidly germinating anmai ryegrass (or approved equal) Perennial ryegrass Cereal cats SEEDING: Same as permanent vegetative cover LBS./ACRE 20 20 3E CONSTRUCTION SEQUENCE RECOMMENDED SEQUENCE OF CONSTRUCTION USE OF EROSION AND SEDIMENT CONTROL STRUCTURES AND PRACTICES ARE IMPORTANT FOR MAINTAINING SITE STABILITY UNDER RUNOFF AND DURING DAILY CONSTRUCTION ACTIVITIES. THE CONSTRUCTION SEQUENCE SHOULD BE STAGED WITH EROSION AND SEDIMENT CONTROLS, AS FOLLOWS, WITH ALL CONTROLS IN PLACE AND IMPLEMENTED PRIOR TO RESPECTIVE INFRASTRUCTURE CONSTRUCTION. AS CONSTRUCTION PROCEEDS, THE CONTROLS SHOULD BE MONITORED, MAINTAINED AND REPLACED AS NEEDED. ADDITIONAL CONTROLS MAY BE REQUIRED AS NEEDED TO ADDRESS UNFORESEEN SITUATIONS. REFER TO THE CONSTRUCTION DRAWINGS FOR ALL PLANS AND DETAILS WHICH RELATE TO THE CONSTRUCTION SEQUENCE. THIS SEQUENCE SHOULD BE FOLLOWED IN CONJUNCTION WITH ALL PLANS, NOTES, AND THE STORMWATER POLLUTION PREVENTION PLAN. PRIOR TO THE: COMMENCEMENT OF WORK, THE OWNER AND GENERAL CONTRACTOR SHALL READ AND UNDERSTAND THE SEQUENCE FOR CONSTRUCTION. THE SEQUENCE SHALL BE DISCUSSED AT THE TIME OF THE PRE -CONSTRUCTION MEETING. DURING CONSTRUCTION OF THE PROJECT, THE CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL REQUIRED INSPECTIONS WITH VARfOUS AGENCIES AND THE PROJECT ENGINEER. GENERAL SEQUENCE: THE GENERAL SEQUENCE APPLIES TO THE START OF ALL WORK FOR THE PROJECT. THE REQUIREMENTS IN SUCH SHALL BE APPLIED AS APPROPRIATE AND SHALL BE ASSUMED IN PLACE PRIOR TO THE START OF THE WORT( OUTLINED IN THE SEQUENCE. 1. PRIOR TO THE BEGINNING OF ANY SITE WORK THE MAJOR FEATURES OF THE CONSTRUCTION MUST BE FIELD STAKED BY A LICENSED SURVEYOR. THESE INCLUDE THE BUILDINGS, ROADS, LIMITS OF DISTURBANCE, UTILITY LINES. AND STORMWATER PRACTICES. 2, PRIOR TO THE START OF THE PROJECT, AN ON-SITE PRE -CONSTRUCTION MEET] NG WILL BE HELD. THIS WILL BE ATTENDED BY THE PROJECT OWNER, THE OPERATOR RESPONSIBLE FOR COMPLYING WITH THE APPROVED CONSTRUCTION DRAWINGS INCLUDING THE EROSION AND SEDIMENT CONTROL (E&SC) PLAN AND DETAILS, THE DESIGN ENGINEER, THE ENGINEER RESPONSIBLE FOR E&SC MONITORING DURING CONSTRUCTION, TOWN REPRESENTATIVES FROM THE ENGINEERING DEPARTMENT AND CORE ENFORCEMENT, AND REPRESENTATIVES FROM THE NYC DEP, THE DEP SHALL BE NOTIFIED 48HRS PRIOR TO THE PRECONSTRUCTION MEETING. 3. CUT AND CLEAR TREES WITHIN THE WORK LIMITS AS NECESSARY FOR THE AREAS TO BE DISTURBED. INSTALL TREE PROTECTIVE MEASURE AT MARKED LOCATIONS ON E&SC PLAN. 4, INSTALL ALL TEMPORARY EROSION CONTROL MEASURES AS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN FOR THE PROJECT'S IMMEDIATE DISTURBANCE AREAS. THIS SMALL INCLUDE, BUT NOT LIMITED TO SILT FENCE, STABILIZED CONSTRUCTION ENTRANCES, CONSTRUCTION FENCE, ETC. THIS SEQUENCE MUST BE FOLLOWED TO ENSURE PROPER IMPLEMENTATION OF THE EROSION! AND SEDIMENT CONTROL PLAN (E&SC) AND STORMWATER POLLUTION PREVENTION PLAN (SWPPP). DURING CONSTRUCTION, RUNOFF WILL SHEET FLOW ACROSS THE SITE TO THE PERIMETER WHERE IT WILL BE PASS THROUGH SILT FENCING. 5, TIMBERED TREES AND WOODCHIPS SHALL BE TEMPORARILY STORED IN THE STOCKPILE AND/OR STAGING AREA IF NECESSARY, BEFORE BEING REMOVED OFF-SITE. WOODCHIPS MAY BE USED FOR MULCH TO STABILIZE DISTURBED AREAS. WOODCHIP MULCH SHALL BE APPLIED AT A MINIMUM RATE OF 500 LBS. PER 1000 SF (2" THICK MINIMUM). 6, REMOVE EXISTING VEGETATIVE COVER, CUT AND CLEAR TREES, GRUB, REMOVE STUMPS AND OTHER SURFACE FEATURES IN THE LIMIT OF CONSTRUCTION ONLY. ANY DISTURBANCE THAT RESULTS FROM TREE CLEARING AND GRUBBING SHALL BE IMMEDIATELY STABILIZED WITH WOODCHIPS MULCH, HYDRO -MULCH, OR STRAW AND SEED. TIMBERED TREES, WOOD CHIPS, AND STUMPS SHALL. BE REMOVED OFF-SITE UNLESS OTHERWISE DIRECTED. AS STATED, WOODCHIPS MAY BE STOCKPILED FOR USE AS STABILIZING GROUND COVER. DEMOLISH AND/OR REMOVE EXISTING FEATURES AS PER PLAN AND DISPOSE OF OR STOCKPILE AS REQUIRED BY THE OWNER, ALL CONSTRUCTION DEBRIS SHALL BE PROPERLY DISPOSED OF IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REQUIREMENTS, 7, NO MORE THAN FIVE ACRES SHALL BE DISTURBED ON SITE AT ONE TIME. 8. THE SURVEYOR SHALL STAKE -OUT THE PROPOSED ROADWAY CENTERLINES, PARKING LOT LIMITS, LIMITS OF CUT AND BUILDINGS. 9. ONCE THE TREE REMOVAL OPERATION IS COMPLETE, STRIP THE TOPSOIL WITHIN THE WORK BOUNDARY AND PLACE EXCAVATED TOPSOIL WITHIN THE IDENTIFIED STOCKPILE LOCATIONS. ANY SOILS SO DEEMED BY THE DESIGN OR MONITORING ENGINEER SHALL BE STOCKPILED FOR FUTURE USE AS LANDSCAPED AREA TOPSOIL. CONTRACTOR SHALL TAKE EVERY PRECAUTION FEASIBLE TO REDUCE THE AMOUNT O DISTURBEDIEXPOSED SOILS DURING CONSTRUCTION, 16, ANY DISTURBED AREA THAT WILL NOT BE FURTHER DISTURBED WITHIN SEVEN (7) DAYS SHALL BE IMMEDIATELY STABILIZED WITH WOODCHIPS, HYDRO -MULCH, OR STRAW AND SEED IN ACCORDANCE WITH SPDES GENERAL PERMIT GP -025-001, I1,INSTALL NEW DRAINAGE AND CURBING. 12.6EGIN ROUGH GRADING OF NEW PARKING WITHIN WORK LIMITS AND ADJACENT AREAS. SLOPES IN EXCESS OF 3H:1V SHALL NOT BE LEFT EXPOSED AND MUST BE STABILIZED. ONCE SUBGRADE ELEVATION IS SET, INSTALL ITEM BASE COURSE. BEGIN GRADING WORKING FROM INSIDE THE SITE. ONCE GRADES HAVE BEEN ESTABLISHED, INSTALL OR REPLACE THE CONSTRUCTION ENTRANCE. 13. BEGIN ROUGH GRADING THE BUILDING PADS FOR THE BUILDINGS. ALL COMPACTION REQUIREMENTS SHALL BE MET WITHIN THE FILL SECTIONS. (THIS WORK SHALL INCLUDE THE COMMENCEMENT OF THE RETAINING WALLS AROUND THE PROPOSED BUILDING CONSTRUCTION.) UPON COMPLETION OF THE GRADING, TEMPORARY SEED OR HYDRO -MULCH THE EMBANKMENT AND INSTALL EROSION CONTROL BLANKETS AS SHOWN ON THE PLANS, DURING BUILDING AND SITE CONSTRUCTION, MAINTAIN AND RE-ESTABLISH AS REQUIRED, EROSION CONTROL AND STABILIZATION MEASURES AS REQUIRED BY THE SITE PLAN AND DETAILS. AREAS WHICH ARE TO REMAIN UNDISTURBED FOR MORE THAN SEVEN (7) DAYS SHALL BE STABILIZED WITH TEMPORARY SEEDING OR MULCH. 14. BEGIN PREPARATION OF THE BUILDING SITE AND EXCAVATION OF THE BUILDING FOUNDATION AS WELL AS CONSTRUCTION OF ALL RETAINING WALLS. REBAR AND FOOTINGS OF ALL RETAINING WALLS SHALL BE INSPECTED BY THE DESIGN ENGINEER OR TOWN PRIOR TO CONCRETE POUR. ARI=AS IN WHICH FINAL GRADE IS ACHIEVED SHALL BE IMMEDIATELY STABILIZED WITH PERMANENT VEGETATIVE COVER, PERMANENT SLOPES OF 3:1 OR GREATER SHALL RECEIVE EROSfON BLANKETS- 15.BEG€N CONSTRUCTION OF THE FOUNDATION. UPON COMPLETION AND AFTER PROPER CURING TIME IS ACHIEVED, BACKFILL THE FOUNDATION AND BRING SITE TO ROUGH GRADE. IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS TEMPORARILY OR PERMANENTLY CEASED, THE APPLICATION OF SOIL STABILIZATION MEASURES MUST BE INITIATED BY THE END OF THE NEXT BUSINESS DAY AND COMPLETED WITHIN SEVEN (7) DAYS FROM THE DATE THE CURRENT SOIL DISTURBANCE ACTIVITY CEASED_ 16, ONCE BUILDING FOUNDATIONS AND RETAINING WALLS HAVE BEEN COMPLETED, BRING THE SITE TO THE FINAL SUBGRADE ELEVATION. 17. PROCEED WITH THE CONSTRUCTION OF THE BUILDINGS. THIS INCLUDES THE BUILDING STRUCTURE ITSELF, RETAINING WALLS, AND ROUGH GRADES. AT ANY POINT DURING THIS BEGIN INSTALLATION OF THE UTILITIES INCLUDING THE WATER AND SEWER CONNECTIONS, DRAINAGE AND POWER UTILITIES. CONCRETE TRUCKS SHALL BE WASHED OUT IN THE LOCATION SHOWN ON THE PLANS. 18. STAKE -OUT THE LOCATION OF UTILITIES AND UTILITY STRUCTURES. BEGIN INSTALLATION OF STORMWATER MANAGEMENT SYSTEMS. 19. WHEN THE DRAINAGE IMPROVEMENTS ARE COMPLETE, THE UPSTREAM DRAINAGE STRUCTURE SHALL BE BLOCKED TO NOT ALLOW SED] MENT LAIDEN WATER FROM REACHING THE SUBSURFACE CHAMBERS. 20.BACKFILL AS INSTALLATION 1S COMPLETE AND STABILIZE THE AREA. IF TRENCHES ARE TO BE LEFT OPEN, PLACE EXCAVATED MATERIAL ON THE IJP -SLOPE SIDES OF THE TRENCH AND PROTECT AND STABILIZE IF IT IS TO REMAIN OPal FOR AN EXTENDED PERIOD OF SEVEN (7) DAYS OR MORE, FINAL SITE STABILIZATION AND COMPLETION OF NEW CONSTRUCTION: 21.UPON COMPLETION OF ALL WORK, THE SITE SHALL BE INSPECTED BY THE SUPERVISING ENGINEER AND TOWN INSPECTOR TO DETERMINE COMPLETION OF ALL WORK AND PERMANENT STABILIZATION OF THE SITE. 22,ANY AREAS DEEMED INCOMPLETE OR NOT PROPERLY STABILIZED SHALL BE DONE SO TO THE SATISFACTIONS TO THE SUPERVISING ENGINEER AND TOWN INSPECTOR, 23.ONCE THE SITE IS DEEMED ADEQUATELY STABLE THE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES CAN BE REMOVED. AT THAT TIME IF DEEMED APPROPRIATE= DRAINAGE STRUCTURES UPSTREAM FROM THE SUBSURFACE STORMWATER MANAGEMENT SYSTEMS SHALL BE CLEANED OF SEDIMENT AND DEBRIS. THEY CAN THEN BE UNBLOCKED TO ALLOW FOR FLOW OF COLLECTED SURFACE RUNOFF. OWNERIOPERATOR CERTIFICATION "I hereby certify under penalty of law that I understand and agree to comply with the terms and conditions of the SWPPP and agree to implement any corrective actions identified by the qualified inspectorduring a site inspection. I also understand that the owner or operator must comply with the terms and conditions of the most current version of the New York State Pollutant Discharge Elimination System ("SPDES") general permit for stormwater discharges from construction activities and that it is unlawful for any person to cause or contribute to a violation of water gaality standards. Furthermore, I am aware that there are significant penalties for submitting false information, that I do not believe to be true, including the possibility of fine and imprisonment for knowing violations" Name (please print) Title Date Address Phone E-mail Signature CONTRACTOR CERTIFICATION CONTRACTOR CERTIFICATION STATEMENT -. ALL CONTRACTORS AND SUBCONTRACTORS IDENTIFIED IN A SWPPP IN ACCORDANCE WITH PART IIE.A.6 (SPDES GENERAL PERMIT FOR STORMWATER RUNOFF FROM CONSTRUCTION ACTIVITY, GP -0-25-001, JANUARY 2025) OF THIS PERMIT SHALL SIGN A COPY OF THE FOLLOWING CERTIFICATION STATEMENT BEFORE UNDERTAKING ANY CONSTRUCTION ACTIVITY AT THE SITE IDENTIFIED IN THE SWPPP: "I HEREBY CERTIFY THAT I UNDERSTAND AND AGREE TO COMPLY WITH THE TERMS AND CONDITIONS OF THE SWPPP AND AGREE TO IMPLEMENT ANY CORRECTIVE ACTIONS IDENTIFIED BY THE QUALIFIED INSPECTOR DURING A SITE INSPECTION. I ALSO UNDERSTAND THAT THE OWNER OR OPERATOR MUST COMPLY WITH THE TERMS AND CONDITIONS OF THE NEW YORK STATE POLLUTANT DISCHARGE ELIMINATION SYSTEM ("SPDES") GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITIES AND THAT:T IS UNLAWFUL FOR ANY PERSON TO CAUSE OR CONTRIBUTE TO A VIOLATION OF WATER QUALITY STANDARDS. FURTHERMORE, I UNDERSTAND THAT CERTIFYING FALSE, INCORRECT OR INACCURATE INFORMATION IS A VIOLATION OF THE REFERENCED PERMIT AND THE LAWS OF THE STATE OF NEW YORK AND COULD SUBJECT ME TO CRIMINAL, CIVIL ANDIOR ADMINISTRATIVE PROCEEDINGS." INDIVIDUAL CONTRACTOR: NAME AND TITLE (PLE=ASE PRINT) SIGNATURE OF CONTRACTOR Company / Contracting Firm: Address of Company Telephone Number 1 Cell Number Site Information: Address of Site Today's Date: AFP' 0VXD ReSolutiol-t Number -5 '2-1 Date I ! 10 1�?-OZ _-5_�- - SAFE DIG Before You Dig, Drill or Blast! aCALL Vs TOLL rREr 811 m 1-&M-952-7962 NY industrial Code Rule 759 requires no Less thantwo"Ort 4 days Vllpa, Out al moreManten days nol c . w ,digsweynnvyork.mn W i LC i I 1 r`1 C-1 r ( t � li i 0 1 CL as W \II � � �r a CA � = � (U � r � N o ♦� V) --+ Q] . s� x � d G 'V Cd 0 �� Z � � � � ■ C, � Q w a C U � � 0 .5r Zd..�'b y tj) G 1 w ¢ "o "� '- > :� � . -r 0 as w V ♦ n " * Nr- :� w . 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J 6 - 1--t-ii-r'-461 C •1 M V'1 1p r� � +n s "' � o (�,l ILI � - W I� �5 .<� W t� 0 p4 0 �- 4 V 1 C)0 ;:4 �.)W ■ 0 U TT C/I M Q � va a) W w �:) N ix O w � J 0-4 T n �J 1 W W H C6 a, 4 .<W Q 0 T00� V 1 W a 0 0 00 0 r_ 0 (� W aJ a) C-301 con,S 3 LJ a e 1J n u r n 1= D Y J J) 7- ❑ n O �_) Z T n Lu ZI LU cn m un CN 0 N 0 I-- 0 a - D U a W WHITE THERMOPLASTIC SUCH AS � ua M � "PREMARK" BY EN NIS FLINT, OR 1 10116°- z 1213x" C.G DOME(TYP) 119/6"11% OF CURB (OPTIONAL AT BACK OF SIDEWALK) � APPROVED EQUIVALENT 0 TOPSOIL AND SEED SHOULDERS BASE DIAMETER 00000 ❑ cl� IMPRINTED BRICK < 1 10116"- 2 12132" CURB WHERE REQUIRED - 5" REVEAL PATTERN O O O O 0 O Q 15115"(TYP] 117116"(TYP] 29!32"- 1 13132" IMPRINTED DIAGONAL HERRINGBONE PATTERN PREFORMED THERMOPLASTIC VARIES PANEL ? 150 MILS THICKNESS. PLAN TRUNCATED DOME SECTION ORIENTED AS SHOWN al. LE z SLOP pERr r. DETECTABLE WARNING SURFACE 114e�FT V) _a FINISHED PRINT DEPTH TYPICAL CROSSWALK W T� APPROX. 3�g".T1 IJ11 I E�-_ 11111111 MARKINGS {SEE NOTE#9} Q i �O w Im - PATTERN PER PLANS/ s: 75 SPECIFICATIONS. N. m 1 1,2" ASPHALT CONC. NYSDOT ITEM 403.17 r!3 LCs CN 2 112" ASPHALT CONC. NYSDOT ITEM 443.13 c � N 8" SUBBASE NYSDOT ITEM 344,05 BITUMINOUS CONCRETE COMPACTED SUBGRAOE PAVEMENT, SEE DETAIL PLAN VIEW SECTION VIEW a CURB SIDEWALK RAMP TYPE "B" NOTE: 1. SURFACE TO BE INSTALLED OVER NEWLY INSTALLED BITUMINOUS CONCRETE. • TYPICAL CROSSWALK b.A REFER TO MANUFACTURERS RECOMMENDATIONS FOR BITUMINOUS CONCRETE MARKINGS ' CURING PERIOD BEFORE INSTALLING SURFACE THERMOPLASTIC MARKING v ' R-1TYPICAL DRIVEWAY SECTION TREATMENTS. f NOT TO SCALE 2. CONTRACTOR TO PROVIDE COLOR SAMPLES FOR APPROVAL F PAVEMENT _,-' SURFACE DECORATIVE BITUMINOUS CONCRETE DRIVE AND CROSSWALK RAMP 5'-o MIN, RAMP Ai -C44 ❑ hh T � ]UMBO BELGIAN N.T.S. CURB BLOCK EDGING WIDTH VARIES w FIGURE 1 CURE BITUMINOUS 3" NOMINAL TYP. SEEE CONCRETE ROAD Y2" DEEP RAKED 8 &10 DRIVE CENTERLINE MORTAR JOINT ry SHOULDER BELGIAN BLOCK BITUMINOUS CONCRETE SECTION "C - C" DRIVE 112 DRIVEWAY LANE PARKING SPACE a. "'•, dr, :" 'N_"^a'-�^-0'' .fia."..x:.b'G.;¢ i-` r`^''"-S:::�%, •cn•t••' yirr wra r CURB URB (OPTIONAL) z% SLOPE 1/Zn MORTAR BED CURB EDGE OF 5'0" MIN. 4 e ° EDGE OF S" PAVEMENT SLOPE EARTH TO it 3�N1� W 5 DEPTH CONCRETE PAD RAMPPAVEMENT EDGE OF SIDEWALKWall I I III P4 MEET SIf3EWALK a r7 II v v v o a a v 8" MIN. DEPTH ��°� FLusH,SMOOTH, PROCESSED AGGREGATE FLUSH,SMOOTH. - - 1 4" IFT. MA?C- - -O of �� a 7 712" ASPHALT CONC, NYSDOT ITEM 403.17 BROKEN STONE Q TRANSITION - _ J v v a a v a v v v v TRANSITION a ={ !-1 LU „ 2 -COMPACT TO 95°Io III d ,, " 2 112" ASPHALT CONC. NYSDOT ITEM 403.13 - - - - - - - - - -I I - - 4 41= - I -I -I I- tY O O Q ! 1 COMPACTED SUBGRADE 1 - _-I ISI I l-1 i Iii ' 8" SUBBASE NYSDDT ITEM 304.05 111=-I 1 I -i I If I Ia I I� 11=1 1= 1TI T= p- I I-1 I l-1 I -1 11=1! 1=1 - I I 1=1 k - COMPACTED SUSGRApE j - �;- �' 4" " " on ...-..I , .0-_ [_. :1 = I__I _ r`I 11-71-1 - 4' OJ y}� d 4 z °' ,�6, �SaP ;; � SECTION ❑ - D SECTION "A - A" GRANITE COBBLE BELGIAN BLOCK APRON �D NOT TO SCALE ~� � PAVEMENT 1:12 5'-0" MIN. 1:12 1 SURFACE SIDE FLARE RAMP SIDE FLARE TYPICAL DRIVEWAY AND PARKING LOT SECTIONST-3DECORATIVE PAVERS DETAILR-2 NOT TO SCALE NOT TO SCALE - CURB CURB SIDEWALK RAMP TYPE "A" CURB "RESERVED PARKING" NOTES: SECTION "B - B" Yz' EXPANSION JOINT WHEN CURB B" FACE OF CURB FOR MOUNTABLE CURB 4" WIDE EPDXY RESIN REFLECTIVE SIGN R7-8 GENERAL: MEETS SIDEWALK OR PVMT. SOLID WHITE LINE (TYPy IN LAWN AREAS, BACKFILL TO TO ALTERNATIVE 1. Sidewalk curb ramp type and location are as shown on the plans or as directed. 1"R 2. All sidewalk curb ramp types may be used as straight or curved curb sections. OF CURB WITH MIN. 4" TOPSOIL. 6" REVEAL FOR STANDARD CURB 1" REVEAL FOR MOUNTABLE GU ALTERNATIVE 3. Sidewalk curb ramp types may be different at each location within an intersection. E SIDEWALK CURB RAMP CRITERIA: B a a 4 WITH 5" RISE TO BACK OF CURB 4. The maximum slope of a sidewalk curb ramp shall be 1:12. a C} K 2% MIN PITC g•0 FT SIGN N R7-1 PARKING ANYTIME 5. The maximum width of a sidewalk curb ramp shall be five feet. Exclusive of flared sides. n - � 6. All sidewalk curb ramps shall have flush, smooth transitions to the adjacent street or highway surface. 1"R 8•t3� 03 - SURFACE FINISH: p d 7. The surface of all sidewalk curb ramps shall be stable, firm, and slip resistant (E.G. A coarse broom finish perpendicular to the ramp slope is acceptable on cement concrete curb ramps,) � 8_ All proposed sidewalk curb ramps shall have a detectable warning surface installed from the back of the curb for a distance of 2 feet in the direction of travel on the ramp and extending the full width of the ramp, excluding the ramp sides or flares. The detectable warning surface shall comply with the requirements of section > C1=111=Ill=1 11= I- I III i! I- 1=1 - VARIES 4.29.2 of the Americans with Disabilities Act accessibility guidelines (ADAAG). III-T�II =TI1 III III IIS II lid 1=11r SEE PLAN SIDEWALK CURB RAMP PLACEMENT: "- 11=1 I f-1 !-III _III R =VARIES SEE PLAN 9. At a corner, where the curb radius is 25 -feet or less, a single ramp {elther type a or b} located diagonally can often serve crosswalks in two directions. However, a single ramp shall only be used where there is a minimum clear space of 48" falling endreiy within the projection of the intersection curbs {see figure 1 j, Where I1=1 Ili- the radius exceeds 25' or the minimum 48" clear space is not achievable, then separate ramps should be provided for each crosswalk, d C iT_I-I�-_ ASPHALT TOP COURSE R VARIES SEE PLAN PAVEMENT MARKINGS AT CROSSWALKS: = ASPHALT BINDER COURSE 10. Sidewalk curb ramps at marked crossings shall be wholly contained within the markings excluding any flared sides. 1 I- I Imo! J' SASE COURSE 11. At a comer where a single ramp {either type a or b; located diagonally serves two crosswalks, this shall be a 48" minimum clear space at the ramp bottom wholly contained within the Intersection crosswalk markings {see figure 1}. I 11-1 11 COMPACTED SUBG�E 12. Where stop lines are necessary, they shall be located in advance of sidewalk curb ramps. " CRUSHED STONE UTILITIES -• DRAINAGE INLETS OR GRATES: 314 $11 3/4" CR URGED EARTH CONCRETE EDGEOF 13. Where feasible, provide for drainage inlets or grates immediately upstream from the curb ramps. Reticuline or rectangular drainage grates are to be used in the area of curb ramps. UN CURB (TYP) VARIES -14" WIDE EPDXY RESIN REFLECTIVE ROADWAY 14. Do not place signal poles, sign posts, utility poles, fire hydrants, etc., within the ramp or side flare areas. NOTE: SEE PLAN SOLID BLUE LINE, CROSS HATCH 1. Provide 112" expansion joint in concrete curb every ten feet. Construct curb with class a concrete {3000 psi}, NOTE: AND H.C. SYMBOL (TYP] 2. Mountable curb alternative shall be installed at locations shown on the plan. 1. Handicap parking spaces shall be Iocated as shown on plan. 3. Transition from standard to mountable curb sections shall be smooth and tapered. STANDARD AND MOUNTABLE TYPICAL PARKING STALL LAYOUT SIDEWALK CURB -RAMP DETAIL R-3 CONCRETE CURB DETAIL R-5 NOT TO SCALE R-8 NOT TO SCALE NOT TO SCALE 50' R.O.W. PERMANENT PAVEMENT 12" TEMPORARY PAVEMENT 12" EDGING TOOL TO 51MULATE CURBING 5.-4" SECTION WITHOUT CURB 2'-0" CROSS SLOPE 1" R SEE DRAWINGS FINISHED GRADE {SEE PLAN} 4" AGGREGATE BASE- ' N CLASS "A" CONCRET ELEVATION SYMBOL {TRENCH WIDTH} FINISHED GRADE GR. MT. GROUND MOUNTED r_ 0 OVERHEAD MOUNTED I~ o BRIDGE MOUNTED BIB BACK TO BACK OR APPROXIMATE LOCATION SAW CUT PAVEMENT F12'-0" x � � G u. STPR1-1 a P14 T i1 12'-D" GR. MT, PARKING R8-3 12"X18" GR. MT. n � � TO INSIDE FACE OF CURB TO INSIDE FACE OF CURB =11 -I I IM2 f I I i F711 l= = 7 �p�GB ,n3�•�z~ o N PARKING I o p 8 c c .M ANY Pi -2 12" X 1S" GR. MT. 2" ASPHALT CONCRETE,- TIME , _ TOP COURSE - TYPE 6F QOC (SEE M:3 �. NYSDOT ITEM NO. 403.1701 NOTE 4) SLOPE RESERVED ail -I 31�4"PER FT •� PARKING O Q� ^y •� i-+ F ++ Y R7-8 12" X 18" GR. MT. TACK COAT EXPOSED -1 } 4" ASPHALT CONCRETE WHITE EPDXY PAINT 3g . 2, 0„ 2.5 �oAM� EDGES, (TYP), I I TRENCH WIDTH I BINDER COURSE -TYPE 3BACKF OR! �1 4 " TERIAL-I' IFILL LL LFFREE NYSDOT ITEM NO. 403.13 �4�1 ES � � - j 2.5 CLEAN OF 1 1 FINES AND ROCK a" COMPACTED SUBBASE GREATER THEAN 4" COURSE NYSDOT ITEM 304.05 kn-n N N N N V�tnLn N N N IN DIAMETER OR �e,crnr•���n Apo alloa ST. TREE K -RETE IF REQ'D BY ENGINEER D =nlc�ca TEL ELEC. CABLE STORM 6" BELGIUM BLOCK CURB CORROSION PROTECTED STEEL NOTE: DRAINAGE REFLECTOR POST TO BE INSTALLED 1. Pavement layer thickness shown are minimum values and shall match existing if greater. Z6 AT CENTERLINE OF EACH CATCH EDGING TOOL TO 51MULATE CURBING 5.-4" SECTION WITHOUT CURB 2'-0" CROSS SLOPE 1" R SEE DRAWINGS FINISHED GRADE {SEE PLAN} 4" AGGREGATE BASE- ' N CLASS "A" CONCRET ELEVATION SYMBOL {TRENCH WIDTH} FINISHED GRADE GR. MT. GROUND MOUNTED OH MT. OVERHEAD MOUNTED BR MT, BRIDGE MOUNTED BIB BACK TO BACK OR APPROXIMATE LOCATION SAW CUT PAVEMENT F12'-0" x � � G u. STPR1-1 a P14 T i1 12'-D" GR. MT, PARKING R8-3 12"X18" GR. MT. O TO INSIDE FACE OF CURB TO INSIDE FACE OF CURB =11 -I I IM2 f I I i F711 l= = 7 �p�GB LANE N PARKING I o p 8 ANY Pi -2 12" X 1S" GR. MT. 2" ASPHALT CONCRETE,- TIME _ TOP COURSE - TYPE 6F SIDEWALK RAMP -SEE DETAIL (SEE �. NYSDOT ITEM NO. 403.1701 NOTE 4) SLOPE RESERVED ail 31�4"PER FT PARKING TYPICAL CROSSWALK MARKINGS 1 2 2 R7-8 12" X 18" GR. MT. TACK COAT EXPOSED -1 } 4" ASPHALT CONCRETE WHITE EPDXY PAINT 3g . 2, 0„ 2.5 3'-0" EDGES, (TYP), I I TRENCH WIDTH I BINDER COURSE -TYPE 3BACKF OR! �1 4 " TERIAL-I' IFILL LL LFFREE NYSDOT ITEM NO. 403.13 �4�1 ES � � - j 2.5 CLEAN OF 1 1 FINES AND ROCK a" COMPACTED SUBBASE GREATER THEAN 4" COURSE NYSDOT ITEM 304.05 IN DIAMETER OR ST. TREE K -RETE IF REQ'D BY ENGINEER TEL ELEC. CABLE STORM 6" BELGIUM BLOCK CURB CORROSION PROTECTED STEEL NOTE: DRAINAGE REFLECTOR POST TO BE INSTALLED 1. Pavement layer thickness shown are minimum values and shall match existing if greater. AT CENTERLINE OF EACH CATCH 5' WIDE SIDEWALK BASIN. REFLECTOR TO FACE TRAFFIC {!F REQUIRED) CURB STOP ST. TREE FIRE HYDRANT PAINTED WITH TWO CORROSION PROTECTED STEEL REFLECTOR POST TO BE INSTALLED . COATS OF APPROVED PAINT. COLOR A5 PER TOWN STANDARDS. R-4 PAVEMENT REP LAC E M E N T DETAIL R_ PAINTED CROSS WALK K AT CENTERLINE OF EACH CATCH BASIN. REFLECTOR TO FACE TRAFFIC FWATER IRE HYDRANT SERVICE NOT TO SCALE NOT TO SCALE 2" ASPHALT CONC. NYSDOT ITEM 403.16 GATE VALVE TACK COAT NYSDOT ITEM 437,0101 WATER MAIN r,> 4" ASPHALT CONC. NYSDOT ITEM 403.13 W 8" SUBBASE NYSDOT ITEM 304.05 NOTES: SLOPES: TWO WAY DRIV!`WAY 1. Rock cut & fill - treatment to be determined by the Design Engineer and or Town Engineer. SUBBASE 318" PER FT. 2. All rock fill shall be top soiled, seeded and mulched. PAVEMENT: 318" PER FT. CONTRACTION JOINT (TYP.) FINISHED GRADE TO BESTOP 3. Catch basin to be in lime with traveled way. SHOULDER: 314" PER FT. 4. Gas line to be installed traveled from water 5' behind curb line. rTl w FLUSH WITH WALKWAY. EQUAL EQUAL on opposite side of way main and COMPACTION NOTE: "A" R1-1 5. Invert to be installed in all stone manholes. 1. The Contractor shall be responsible to ensure that all road courses meet the 4" THICK CLASS CONCRETE 6. Where sidewalks are installed, mailboxes shall be placed on opposite side of road. following NYSDOT compaction specifications: W 7. See subdrain detail for subdrain location. Subbase Compaction: Item 203-3.12. p Asphalt Compaction: Item 401-3.12. 12 INCH WIDTH a (WHITE) op ROADWAY l UTILITY LAYOUT SECTION � Q PLANTYPICAL R-9 5" CRUSHED STONE z NOT TO SCALE APPROVED COMPACTED SUBGRADE CURB a {PAV'T. EDGE} PLAN CONCRETE TO BE SCORED WITHROADWAY " BATTER EDGING TOOL TO 51MULATE CURBING 5.-4" SECTION WITHOUT CURB 2'-0" CROSS SLOPE 1" R SEE DRAWINGS FINISHED GRADE {SEE PLAN} 4" AGGREGATE BASE- ' N CLASS "A" CONCRET ELEVATION SYMBOL DESCRIPTION GR. MT. GROUND MOUNTED OH MT. OVERHEAD MOUNTED BR MT, BRIDGE MOUNTED BIB BACK TO BACK OR APPROXIMATE LOCATION OF SIGN • a NOTES: U 1. Minimum cross slope 118" per ft. unless otherwise indicated on drawings. TYPICAL INSTALLATION GUIDELINES }' SECTION WITH CURB 2_ Provide 114" premolded expansion joints at V intervals. 3. At the juncture of driveways and sidewalks, one-half (112") inch, premolded bituminous joints shall be installed Tfj v +--A rn ST -1 CONCRETE CURB & SIDEWALK DETAIL NOT TO SCALE PIPE BOLLARD PIPE BOLLARD IN LAWN AREA IN PAVED AREA 7'-6" LONG, 6`0 CONCRETE FILLED, L'] q GALVANIZED STEEL PIPE L PAINTED SAFETY YELLOW SIGN M•U.T.C.D. NUMBER SIZE OF TYPE OF MOUNT SIGN M.U.T,C.D, NUMBER SIZE OF SIGN TYPE OF MOUNT � w NO x � � G u. STPR1-1 a P14 T i1 30" X 30" GR. MT, PARKING R8-3 12"X18" GR. MT. O FIRE LANE N PARKING ANY Pi -2 12" X 1S" GR. MT. TIME (SEE �. NOTE 4) RESERVED PARKING R7-8 12" X 18" GR. MT. QO � w x � � G u. a P14 T i1 F � a, O 4" TOP SOIL AND SEED 6" 6" 6" SEE PAVEMENT DETAIL e a -Ill-I! I -I III -1 I a GENERAL NOTES: Tn I =1 a - -III-III-III 1. All signage shall be in accordance with the latest edition of the national MUTCD and the N.Y.S Supplement (MUTCD), September 2007, including the following: Ell -I BEVEL CONCRETE APRON A. Letter size and series u, Q VM AROUND PIPE BOLLARD (TYP) B. Legend and background color pR�FT1 °d � C. Reflectivity Resolution Number - 2-1 �..1.� t a n 3000 PSI CONCRETE D. Size of sign Date 1_ DT 2. The type of characters as specified in the standard specifications shall be as follows: MUTCD CODE LETTER TYPE OF CHARACTER d 1 1 G.I. TYPE IV -� R.P,W.M. TYPE IV OR V. _ v III - 3. Sign locations as shown on plans are approximate. The Contractor shall relocate existing signs and install new signs in accordance with the MUTCD, latest edition. The Contractor shall contact Q the Town Engineer to discusslresalve problem areas. _l 1=11 i`J1 4. Except where otherwise specified, parking signs shall be placed facing approaching traffic at an angle of between 30 and 45 degrees with the line of traffic flow. Parking signs shall be placed at UNDISTURBED SOIL {TYP} each end of a regulation (single -headed arrows) and, within the regulation (double -headed arrows], at intervals not to exceed 200 ft a NOTE: I =1 1-1 I= I =1 h 5. Where new signs are installed the Contractor shall affix a label to the beak of the sign panel. This label will show the date of installation and identification numbers. 1. Pipe bollards shall be installed at locations shown an the plan. 2. in no case shall bollards be placed in such a way as to hinder the proper access, maintenanoe and operation of the structure, utility or other feature intended to be protected. 6. Placement of W3.17 sign is prescribed in the General Municipal Law. SAFE DIG 3. Contractor shall coordinate placement of bollards at fire hydrants with the local Fire or Water Department as appropriate. Before YOU Dig, Drill or Blast! *, PIPE BOLLARD DETAIL T RA F F 1 C S 1 G N D ETA I L CALL FREE B7 7 yr 7-800.9&2-7962NY 11114114111111411411 God, Rule753 requtres nv less'F, I e m8n Stwoo Worw"ddf]nQ dByS n0ipl, W1P104 more •',y C-302ST-2 NOT TO SCALE R-7 NOT TO SCALE tltanlsit days notice- YnrW,digsarelyneWyorhAom NOTE: UNAUTHORIZED ALTERATIONS OR AD FO THIS DRAWING IS A VIOLATIC111 OF SECTION 720 . GENERAL NOTES: 1. THE ENGINEER WHOSE SEAL APPEARS HEREON HAS NOT BEEN RETAINED FOR SUPERVISION OF 0C w CONSTRUCTION, SUBSEQUENTLY,HE IS NOT RESPONSIBLE FOR CONSTRUCTION AND THEREFORE rr 0� GRATE ELEV. 518.04' ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION PRACTICES, PROCEDURES, AND RESULTS `y �2 PARKING LOT BUILDING CORNER HOPE END THEREFROM. t=ry ,II GRADE � SECTION PLAN 2. THE ENGINEER SHALL NOT BE HELD RESPONSIBLE OR HELD ACCOUNTABLE FOR THE INTEGRITY OF ANY U Ix PAVEMENT FINISHED GRADE. SEE DRIVEWAY 12' S � � � STRUCTURES CONSTRUCTED OR UNDER CONSTRUCTION PRIOR TO THE APPROVAL OF THE PLANS_ _I DETAIL FOR NEW INSTALLATIONS. SEE MIN. ,r 3. THE TOWN ENGINEER'S OFFICE AND WATER DISTRICT OFFICE IS TO BE NOTIFIED 24 HOURS BEFORE O PAVEMENT REPLACEMENT DETAIL FOR 1 �� BQ COMMENCING SITE CONSTRUCTION OR WATER MAIN CONNECTION. �� INSTALLATIONS UNDER EXISTING ROADWAYS. j 14" PVC ROOF, 4. ALL WORK IS TO BE IN ACCORDANCE WITH THE TOWN CODE OF PRACTICE AND SPECIFICATIONS. DRAIN _ I �I I ❑I I f=1I D HDPE � ' ' � 5. ALL CONDITIONS, LOCATIONS, AND DIMENSIONS SHALL BE FIELD VERIFIED AND THE ENGINEER SHALL BE tj FINISH GRADE I -III I I- I I-�=1I I� �i I I -III -T- IMMEDIATELY NOTIFIED OF ANY DISCREPANCIES. U) z ROOF DRAIN IX L 7_n 6. ALL CHANGES MADE TO THE PLANS SHALL BE APPROVED BY THE ENGINEER WHOSE SEALAPPEARS ON 0 §LOPE 11% MIN I - - o p - J �' 4" HDPE FOOTING PLAN ELEVATION 7" Q THESE DRAWINGS. ANY SUCH CHANGES SHALL BE FILED AS AMENDMENTS TO THE ORIGINAL BUILDING z =1_I -JL fill I 1 DRAIN TO CONNECT �` �. ll cp PERMIT. C7 I _ LOPE 2°/o NIIN FOOTING DRAIN OPTIONAL TOE § INSTALLED BY OWNER PLATE EXTENSTION �`�, 7. ALL WRITTEN RlT��N DIMENSIONS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER ANY SCALED W till � u� D1 VARIES % B. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CALL IN A "CODE 753" PRIOR TO CONSTRUCTION FOR HDPE END UNDERGROUND UTILITY LOCATIONS. 9. SUBSTRUCTURES AND THEIR ENCROACHMENTS BELOW GRADE, �' 2-1/Z' PIPE 0 SECTION IF ANY, ARE NOT SHOWN. P �D m to CLEAN FILL BEDDING . t 9. ANY PROPOSED ELECTRIC AND/OR TELEPHONE SERVICE LINES ARE TO BE PLACED UNDERGROUND. r-+ 00 a MATERIAL SEE. NOTES 8" MIN - IF GROUND WATER TABLES=1 j 10. THE DESIGN ENGINEER DISCLAIMS ANY LIABILITY FOR DAMAGE OR LOSS INCURRED DURING OR AFTER ' ' n E id II -APPROVED SUB GRADE�T ENCOUNTERED 72" CONSTRUCTION. I� I I� 1 I� 1 Irl 1 I-1 T< o a � 11 11. ALL CONDITIONS, LOCATIONS AND DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THE �ri t7 r 12„ OWNER/ENGINEER NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO THE START OF WORK. THE �^ SECTION � 6'° OWNER/ENGINEER WILL EVALUATE THE SITUATION AND MODIFY THE PLAN AS NECESSARY. 0 rd NOTES: OPTIONAL TOE a 12. MAINTENANCE OF EASEMENTS ON SITE ARE THE RESPONSIBILITY OF THE GRANTOR. 1.4 D PLATE EXTENSTION 1. Pipe shall be laid and connected in the bedding which steal! consist vf. i 1 A. Compacted existing subsoil when laid above ground water or: r CONTRACTOR RESPONSiB[LITIES:, B. 314" crushed stone when laid below ground water. 1. ALL WORK ON THE PROJECT SHALL BE PERFORMED INA WORKMANLIKE MANNER AND SHALL BE IN s•' I by 2. If subsoil is determined to be unsuitable by the Engineer, all unsuitable material shall be removed for 6" PRECAST (5 qj at least 2'-6" below the pipe invert or twice the pipe diameter, whichever is greater, and replaced with CONCRETE, ACCORDANCE WITH THE STANDARDS OF THE INDUSTRY. THE OWNER WILL BE THE SOLE JUDGE OF THE 0] 00 y compacted bedding material. ACCEPTABILITY OF THE WORK. MATERIALS AND WORK DEEMED UNACCEPTABLE WILL BE REMOVED AND C REDONE AT THE SOLE COST AND RESPONSIBILITY OF THE CONTRACTOR. ■� � � � °� 2" WIDE X 12" LOND NOTE 15" 0 PIPE OUTLET 6" HDPE ROOF DRAIN HDPE SPLASH PAD 1. HDPE END SECTION SHALL BE FITTED AND FASTENED TO PROPOSED PIPE AS PER 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT HIS WORK AND WILL BEHELD RESPONSIBLE FOR W d •` GRAVEL PAD MANUFACTURER RECOMMENDATIONS. 10" ORIFICE INV. OUT:510.00' CONSEQUENTIAL DAMAGES DUE TO HIS ACTIVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE , INV. OUT, 514.00' OWNER FOR THE ACTS AND OMISSIONS OF HIS EMPLOYEE, AND THEIR AGENTS AND EMPLOYEES, AND ❑ � CD FOOTING DRAIN SPLASH PAD 20" V -NOTCH WEIR ANY OTHER PERSONS PERFORMING ANY THE WORK UNDER A SEPARATE CONTRACT WITH THE U [ INV. OUT: 514.95' CONTRACTOR. ■■ RECTANGULAR WEIR 15" 0 PIPE OUTLET 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROPERLY SHORE EXISTING UTILITIES IF REQUIRED BY QI ROOF FOOTING DRAIN CONNECTION DETAIL HDPE PIPE END SECTION DETAIL '"�.OUT:515'7°' '�.OlIT:510.°°1 CONSTRUCTION. ■■■- �;' STORM PIPE BEDDING DETAILD-2 ' OO" A. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE BUILDING INSPECTOR IN ADVANCE OF RECTANGULAR WEIR HIS WORK OR AS THE INSPECTOR DEEMS APPROPRIATE. CA D-1 NOT TO SCALE D.. NOT TO SCALE INV. OUT: 516.12' 5. ALL CONDITIONS, LOCATIONS AND DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THE NOT TO SCALE OWNERIENGINEER NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO THE START OF WORK. THE PEND OUTLET STRUCTURE OWNERlENG1NEER WILL EVALUATE THE SITUATION AND MODIFY THE PLAN AS NECESSARY. 6. ALL CHANGES MAGE TO THIS PLAN SHALL BE APPROVED BY THE ENGINEER WHOSE SEAL APPEARS ON FACE OF CURB SW- 1 THESE DRAWINGS. ANY UNAUTHORIZED ALTERATION OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF 6„ 2,,�,. 6„ NOT TO SCALE SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. 301' 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING HIS BEST SKILL AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THIS CONTRACT. ��� ti��A C° 8. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR THE ACTS AND OMISSIONS OF HIS p{ 0 o PROVIDE 112" EXPANSION & I GRATE ELEV. 485.09 EMPLOYEES, SUBCONTRACTORS, AND THEIR AGENTS AND EMPLOYEES, AND ANY OTHER PERSONS rL 4r , . ;� 01 BITUMINOUS SEAL WHERE � Q PERFORMING ANY OF THE WORK UNDER A CONTRACT WITH THE CONTRACTOR. w 0 CURB MEETS FRAME 4 QQQ �� 9. THE CONTRACTOR SHALL VERIFY ALL SUBSTRUCTURES ENCOUNTERED DURING CONSTRUCTION. C] L -10. THE CONTRACTOR SHALL SECURE & PAY FOR A BUILDERS RISK POLICY TO COVER THE PERIOD OF CONSTRUCTION. THE ENGINEER & OWNER SHALL BE NAMED AS ADDITIONAL INSURED_ ALL � •fs �� o PLAN CONTRACTORS EMPLOYED AT THE SITE SHALL BE COVERED BY WORKMAN'S COMPENSATION. w * LAG <$ 11. THE CONTRACTOR SHALL PREPARE SPECIFIC MEASURES NECESSARY TO PREVENT AND CLEAN UP 5011 CHEMICAL AND PETROLEUM PRODUCT SPILLS THAT MAY OCCUR DURING ALL PHASES OF WORK ON THE 60l PROJECT SITE. PLAN GENERAL CONSTRUCTION NOTES: CAST IRON FRAME & GRATE 1, BENCH MARKS USING U.S.G.S. DATUM SHALL BE OF SUCH ELEVATION THAT THE GROUND WILL SLOPE AWAY MANUFACTURED BY 60 FROM IT 1N ALL DIRECTIONS. `�, a SET FLUSH WITH CAMPBELL FOUNDRY HEAVY _ FINISHED GRADE DUTY BIKE SAFE MODEL NO. c p 2, CONSTRUCTION ACTIVITY SHALL 8E LIMITED FROM 8.00 A.M. TO 6 P.M., AND NO CONSTRUCTION ACTIVITY 3 408 OR APPROVED EQUAL �� to SHALL OCCUR ON SUNDAYS OR LEGAL NEW YORK STATE HOLIDAYS_ WHERE BLASTING IS NECESSARY, IT g" SHALL OCCUR FROM MONDAY THROUGH FRIDAY BETWEEN THE HOURS OF 8:00 A.M. AND 6:00 P.M. NO 6 2,6 6" PLAN BLASTING SHALL °CCUR ON HOLIDAYS, SATURDAY OR SUNDAY. ALL BLASTING SHALL ALSO BE COMPLETED CAST IRON FRAME & GRATE IN ACCORDANCE WITH THE TOWN OF YORKTOWN AND NEW YORK STATE BLASTING ORDINANCES. PLAN MANUFACTURED BY r BRICK LEVELING COURSE (12" MAX) 3. ANY SOIL THAT IS UNSUITABLE FOR DEVELOPMENT OF BUILDINGS OR ROADWAYS SHALL. BE REMOVED FROM SET FLUSH WITH CAMPBELL FOUNDRY HEAVY PAVEMENT FINISHED DUTY BIKE SAFE MODEL IVO. � AREAS TO BE DEVELOPED AND SHALL BE DISPOSED OF WITHIN THE SITE IN NEW EMBANKMENTS WHERE CAST IRON FRAME & GRATE GRADE 3408 OR APPROVED EQUAL w 6., 18" 6„ STRUCTURAL LOADING, I.E. A BUILDING OR ROADWAY, WILL NOT TAKE PLACE. WHEN CONSTRUCTION IS MANUFACTURED BY CAMPBELL FOUNDRY p 36" PROPOSED TO OCCUR IN SPECIFIC AREAS WHERE SOILS ARE OF QUESTIONABLE SUITABILITY, THE 2'-6" x 4'-7 HEAVY DUTY BIKE SAFE v o APPLICANT SHALL PROVIDE SOILS ENGINEERING REPORTS AS REQUIRED BY THE PLANNING BOARD SET FLUSH WITH PAVEMENT 2 CUT PIPE FLUSH WITH WALL r 1jQ"a MODEL NO. 2617 WITH CURBS f l ENGINEER, PRIOR TO THE CONSTRUCTION OF ROADWAYS AND, AS REQUIRED BY THE BUILDING INSPECTOR, FINISHED GRADE MODEL NO. 3408 WITHOUT CURBS BRICK LEVELING COURSE {12" MAX) PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. OR APPROVED EQUAL d 6 IZ-FILLER JOINT PRECAST CONC. BASIN WITH 16" SUMP 4. NO TOPSOIL SHALL BE REMOVED FROM THE SITE. 6" 2'-6"W x 4'-4" L 6" a 5. ROCK CUT STABILITY IS TO BE FIELD VERIFIED BY GEOTECHNICAL ENGINEER AND SHALL BE MODIFIED IF BRICK LEVELING REQUIRED. 6" 2'-6"W x 4'-0" L 6" O a� COURSE (12" MAX) c� a 6. NO CRUSHING/PROCESSING IS PERMITTED ON THE SITE WITHOUT PRIOR APPROVAL BY THE TOWN OF Lv W c CUT PIPE FLUSH WITH WALL V4 C� 4 a N ❑ CUT PIPE FLUSH 6" PRECAST YORKTOWN PLANNING BOARD. ,p O WITH WALL FILLER JOINT ` CONCRETE. PRECAST CONC. BASIN WITH 18" SUMP d RECTANGULAR WEIR GENERAL STORM DRAINAGE & UTILITY NOTES JOINT FILLER a' SEE PLAN OR PROFILE REINFORCEMENT A5 REQUIRED FOR INV. OUT: 483,54' 1. ALL UTILITIES, INCLUDING ELECTRIC LINES, TELEPHONE, WATER, SANITARY SEWER LINES, AND L4 101 PRECAST CONC. BASIN FOR PIPE INVERT cp PRE CAST CONCRETE STRUCTURE 12" 0 PIPE OUTLET - .4 ` WITH 18" SUMP CAST IRON OR POLYPROPYLENE STORM SEWER LINES SHALL BE LOCATED UNDERGROUND AND SHALL BE INSTALLED IN :« fi COATED STEEL STEPS AT 12" O.C. RECTANGULAR WEIR INV, OUT, 475.00 } ACCORDANCE WITH THE REQUIREMENTS OF THE TOWN OF YORKTOWN AND THE UTILITY COMPANIES SEE PLAN OR PROFILE Il CAST IRON OR INV. OUT: 4$4.OQ' FOR PIPE INVERT POLYPROPYLENE COATED SEE PLAN FOR HAVINGNOFGASANJURISDICTION. 2. LOCATION OF GAS AND WATER VALVES, ELECTRIC AND TELEPHONE POLES ARE TO BE DETERMINED 11 STEEL STEPS AT 12" O.C. z a PIPE MATERIAL 6" OF 3r4" CRUSHED STONE BY PROPER AUTHORITIES AND APPROVED, AS TO LOCATION, BY THE TOWN ENGINEER. II SEE PLAN OR PROFILE REINFORCEMENT AS REQUIRED FOR _ 1 � TI 12" 0 PIPE OUTLET Zi a _ „ „� 3. EACH BUILDING CONSTRUCTED HEREON SHALL BE OF SUCH AN ELEVATION THAT THE GROUND WILL L J REINFORCE=MENT AS REQUIRED FOR PIPE INVERT co co ;� PRE CAST CONCRETE STRUCTURE ---APPROVED SUB GRADE �= INV. OUT:476.00 SLOPE AWAY FROM IT IN ALL DIRECTIONS. IN THE EVENT THAT THIS IS NOT FEASIBLE, THE E FOR PRE CAST CONCRETE �ll ; Ir -I! Is-- 11 1;ILL���Ii'fTr'' CONTRACTOR SHALL INSTALL TYPICAL YARD DRAINS AS REQUIRED AND CONNECT THEM TO THE N a a G is �n I _ � STRUCTURE � � o STORM DRAINAGE SYSTEM OR A5 DIRECTED BY THE PROJECT ENGINEER. E w o SEE PLAN FOR SECTION 4. ROOF LEADERS AND FOOTING DRAINS SHALL EMPTY INTO THE STORM DRAINAGE SYSTEM OR e PIPE MATERIAL B"OF 314" CRUSHED STONE WETLAND E UTL ET STRU CTU RE DISCHARGE DIRECTLY TO STORMWATER MANAGEMENT SYSTEMS IF GRADES PERMITSEE PLAN FOR, AN❑ 14 3. .4 IPE MATEREAL -' __-� NOTES: SW -2 CONNECTION TO THE STORM SYSTEM IS NOT FEASIBLE, FOOTING DRAINS ONLY MAY DISCHARGE TO �j q` I -APPROVED SUIS GRADE I - . 1. Where depth of catch basin exceeds 10 t3, inside NOT TO SCALE = �! p DAYLIGHT AT THE REAR OF BUILDINGS. FOOTING DRAINS SHALL EXTEND A MINIMUM OF 30 FT. FROM � s~ ;-� � � IITi��- 0 y C/7 -APPROVED SUB GRADE 'l -I ISI I-1 dimensions shall he 48" x 48". THE REAR FACE OF THE BUILDING WHEN POSSIBLE. UNDER NO CIRCUMSTANCES SHALL THE ❑ +•� ' "a Hoon>=❑ ouTiEr -I � f= I III -III -III I ISI 6` OF 314" CRUSHED STONE 2. Tap of basin shall be built with precast concrete „ w WHERE REQUIRED �� 1 :� IT=S DISCHARGE OF GROUND WATER OR STORM WATER, EITHER BY GRAVITY OR BY PUMPING, BE � •� � a o SECTION structural slab designed for H-20 loading. im SECTION DISCHARGED TO ANY SANITARY SEWER SYSTEM. °' v r 5. ANY REVISIONS AND/OR ADDITIONS TO THE ROAD STORM DRAINAGE SYSTEMS CURRENTLY SHOWN ❑ ` NOTES: NATES: U L U ON THE PLANS WHICH ARE DEEMED NECESSARY DURING CONSTRUCTION MUST BE MADE BY THE 1. Where depth of catch basin exceeds 10 ft, inside dimensions shall be 48'x 48". 1. Where depth of catch basin exceeds 10 ft, inside °� 2. Catch basin covers and structures shall meet or exceed A.S.T.M. and O.S.H.A. requirements. dimensions shall be 48" x 48". CONTRACTOR AS REQUIRED BY THE TOWN AND SHALL BE SHOWN ON THE AS -BUILT DRAWINGS. [] q q �, v = R 3. Pre -cast sections shall be in accordance with "Pre -cast Reinforced Manhole Sections", A,S.T.M. Designation 0-478, 2. Tap of basin shall be built with precast concrete 6. STORM DRAIN PIPING TO BE HIGH DENSITY POLYETHYLENE AS SHOWN ON THE CONSTRUCTION ,, ,r, „ ,r, ,,, „-, V, DRAWINGS. MINIMUM COVER TO BE 2' UNLESS OTHERWISE NOTED. N N N N N N N latest revision. Minimum compressive strength shall be 4000 psi. Structures shall be rated for H-20 vehicle loading, structural slab designed far H-20 loading, � c•, �t r r I Sr1 .n r- 7. 7. INTERCEPTOR DRAINS ARE TO BE INSTALLED WHERE REQUIRED BY THE TOWN OR PROJECT q rte' a TY P I CAL CATCH BASIN D ETA I L PRECAST CATCH BASIN �- NO CURB DETAIL D RAIN INLET CATCH BASIN ENGINEER DURING ROAD CONSTRUCTION. a N N D-4 D-5 D-� S. ALL E}CISTING UNDERGROUND DRAINS ENCOUNTERED DURING CONSTRUCTION OF PROPOSED ROADS NOT TO SCALE NOT TO SCALE NOT TO SCALE ARE TO BE CONNECTED TO PROPOSED DRAINAGE IMPROVEMENTS. CONNECTIONS TO BE APPROVED BY THE TOWN ENGINEER. 9. PRIOR TO FINAL APPROVAL AND OPERATION OF DRAINAGE SYSTEM, CONTRACTOR SHALL CLEAR ALL ACCUMULATED SEDIMENT AND/OR DEBRIS FROM DRAINAGE STRUCTURES, MANHOLES, CULVERTS, OUTLETS AND DRAIN INLETS. ENGINEER SHALL BE NOTIFIED FOR FINAL INSPECTION. ,n 10. ALL STRUCTURES SHALL BE SET ONE INCH BELOW PAVEMENT. w m o 11. STREET OPENING PERMIT FROM THE TOWN OF YORKTOWN D.P.W. MAY BE REQUIRED FOR �¢ N 30"0 FOR T-0" ® INSTALLATIONS IN PUBLIC ROADS. n � p FRAME TO BE THOROUGHLY 24" 0 FOR 4'-O" �, q BEDDED IN 1:2 CEMENT MANHOLE WALL WALL NOTES: MORTAR MIX RIM TO BE 3"A FIC GRADE 1. EXCAVATION IN GENERAL SHALL CONFORM TO THE LINES AND GRADES SHOWN ON THE IN ALL NO TRAFFIC AREAS FINISHED PAVEMENT CONTRACT DRAWINGS. BUTYL RU88ER FEDERAL 2. THE ENGINEER SHALL BE NOTIFIED OF UNSUITABLE SUB -GRADE SOILS PRIOR TO PLACEMENT SPECIFICATION OF WALL. CAMPBELL FOUNDRY FRAME & SS -S-00210 (GSA -FSS) 3. WALLS TO BE CONSTRUCTED ON VIRGIN IN-SITU SOIL SHALL HAVE A MINIMUM ALLOWABLE COVER No. 1105 OR APPROVED BEARING CAPACITY OF 2 TSF. ALL OTHER CONDITIONS SHALL BE APPROVE? BY THE EQUAL Lu ry m GEOTECHINICAL ENGINEER. 0 0 _ 4, TO INSURE A PROPER BEARING SURFACE, THE WALL SHALL BE CONSTRUCTED ON NATURAL 0 P1 EO �� !N -SITU SOIL, THE CONTRACTOR SHALL STRIP ALL TOP SOIL. THE AREA SHALL THEM BE 0 0 4 II SIDE SLOPE COMPACTED USING SUITABLE COMPACTION EQUIPMENT. A MINIMUM OF 3 PASSES SHALL BE ADJUST TO GRADE WITH BRICK tASTM =1 I I-1 I I _ END SECTION C-32, GRADE MA.) 12" MAX. OR PRE I I!I I I_I I I � MADE, h� N CAST CONCRETE RING SECTIONS, - n ARRANGE RIP -RAP IN FIELD TO CREATE 5. WALLS SHALL NOT BE CONSTRUCTED ON WET OR FROZEN GROUND. MANHOLE SECTION JOINT DETAIL 0- � - VELOCITY DISSIPATION EFFECT AS 6. SOILS USED AS BACKFILL SHALL CONSIST OF CLEAN DRY SOIL. THE MATERIAL SHALL BE w SHOWN GRANULAR AND FREE OF ORGANIC OR OTHER DELETERIOUS MATERIAL. IN GENERAL THE SOIL ti� a SHALL BE NON -PLASTIC WITH A PLASTICITY INDEX LESS THAN 5 AND SHALL CONFORM TO THE W 4'47 fi'-0" INSIDE "�� I _ ui DIAMETER I - _ !j r-, - AASHTO SOIL CLASSIFICATION SYSTEM FOR AN "A -1-A" SOIL .HOWEVER THE MAXIMUM SIZE SHALL -11--1 I=1 I I I�I I - a 5" THICK I� • - d - BE 6". IN GENERAL ALL FILL SHALL BE APPROVED BY THE ENGINEER PRIOR TO IT'S USE. WET q M ¢ WALLS MATERIAL OR UNSUITABLE MATERIAL SHOULD NOT BE USED. ry 3 318" "-1 1 1-111-111-11 I-1' 7. BACKFILL SHALL BE PLACED AND COMPACTED IN A MAXIMUM 12" LIFTS. 2 a 8. ALL BOULDER RETAINING WALLS SHALL HAVE A GEOTEXTILE FABRIC BACKING FOR THE FULL r�-1 �D HIEGHT OF THE WALL AS MANUFACTURED BY MIRAFI OR APPROVED EQUAL. W r 9. IF GROUNDWATER IS ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY TO D DETERMINE IF THE ADDITION OF AN UNDERDRAIN MAY BE REQUIRED, U lP- AP �u a ♦ g 314„ 1l}. THE CONTRACTOR SHALL NOT USE LARGE OR HEAVY CONSTRICTION EQUIPMENT WITHIN 5' OF MANHOLE STEPS t2" O.C. 0) ,� 0 SIDE SLOPE THE RETAINING WALLS OR NEW FOUNDATION WALLS. HAND OPERATED COMPACTING {SEE NOTE 1 } ,"e -0 -RING JOINT TD CONFORM TO A.S.T.M. EQUIPMENT SHALL BE USED WITHIN 5' OF THE WALL FACE. DESIGNATION 0443 LATEST REVISION. JOINTS ISOMETRIC 12 W12 11_ ALTERNATE WALL DESIGNS MUST BE SEALED BY A NEW YORK STATE LICENSED PROFESSIONAL ALL LIFT PIN HOLES TO BE TO BE MORTARED INSIDE AND OUT USING ENGINEER THE MINIMUM FACTORS OF SAFETY FOR SLIDING AND OVERTURNING SHALL BE 2.0. NOW SHRINKING MORTAR. PLUGGED AND MDRTARTE❑ 1" W= Do + 0.4 La 1 -III I �-1 I �a ❑ III -1 I I 11- 12. ALTERNATE ENGINEER THEALL MINIMUIGNS MUST BE SEALED BY A NEW YORK STATE LICENSED M FACTORS OF AFETY FOR SLIDING AND OVERTURNING SHALL BEPROFESSIONAL. INSIDE AND OUT "'�` ❑ PRE CAST MANHOLE SECTIONS TO BE IN STEEL REINFORCING PLAN I I !- I I i t] �� °111-111I - ACCORDANCE WITH "PRE CAST -I 1 I❑I 1-1 1=1 i 1=III ;III 11-1 I REINFORCED CONCRETE MANHOLE - SECTIONS" A.S.T.M. DESIGNATION C-478, ar LATEST REVISION, MINIMUM COMPRESSIVE STRENGTH TO BE 40DO P.S.I. ELEVATION CROSS SECTION OUTLET PIPET I INLET PIPE REINFORCED POLYPROPYLENE MANHOLE STEP DETAIL JOINT FILLER 6 2" SUMP NOTES: 1. Manhole steps shall be cast iron Neenah No. R-1981-0 or Campbell Foundry no. 2588-1 or APPROVED COMPACTED polypropylene coated steel (see specifications) or approved equal. CRUSHED STONE FOUNDATION _ 2. Unless otherwise specified, storm manholes shall have letters "DRAIN" cast on cover. The covers shall COURSE APPROVED SUB GRADE. T have vent holes. �} �j��� ILII I I-JJl- IIISI - i 3, Manholes shall meet or exceed A.S,T.M, and Q,S.H.A. requirements and be rated for H-20 vehicle 11���-I�T-TI•=;Ili I ' �1 design loading. 4. All pipes shall be cut flush with inside walls. 5. Where depth of manhole exceeds 14 ft, inside diameter shall be 60 ". U PRECAST CONCRETE STORM DRAIN MANHOLE DETAIL RIP -RAP APROWENERGY DISSIPATER DETAIL D-7 D-8 NOT TO SCALE NOT TO SCALE W w 24" CAST IRON FRAME & GRATE q MANUFACTURED BY CAMPBELL FOUNDRY H.D. a Tn MODEL NO. 3450 FOR TRAFFIC AREAS L.D. �J MODEL NO, 3193 FOR NON -TRAFFIC AREAS OR [� APPROVED EQUAL 6" 24" g" V CL. � G - - - 7-1 0 I oa I F� l� ❑❑❑❑ I N }. N (h 1 N 6xfi W.W.M. - �❑❑❑ J� �I�xvv� 2" Resolution Number ZS Date _ [ z 2-0 Z 5 _ o SECTION PLAN 00 4-1 v H SAFE DIG Before You Dig, Drill or Blast! +, PRECAST DRAIN INLET DETAIL CALL o TOLLFREE 811 O, fXootnw-7962 4i NY Industrial Code Rule 753 reqs Ims no less � ;�_ �� Than to worklnp pays nDilCe, bulnDt marB � C -303D-9 Ilan [en days nalice. NOT TO SCALE www.digsarerynewyad-wm OTE: UNAUTMED ALTERATIONS OR ADDITIONS TlTffMTMNG IS A VIOLATION OF SECTIO 70 . NOTES: 1. In materials to he considered as unsuitable (i.e. Muck) material is to be replaced 24" below the pipe invert and replaced with item no. 4 bedding. 2. A continuous and uniform bedding shall be provided in the trench for all buried pipe. Backfill material shall be tamped in layers around the pipe and to a sufficient height above the pipe to adequately support and protect the pipe. Stones found in the trench shall be removed for a depth of at least six inches below the bottom of the pipe. 3. See Pavement Replacement Detail For backfill specifications in local and main TOWN roads. W-1 GRADE WATER MAIN BEDDING DETAIL NOT TO SCALE 4" TOP SOILANb FINISHED GRADE 5 EEL) - 6'0 WATER MAIN (SEE PLAN FOR SIZE) 314" CLEAN STONE (4f6 - CUBIC YARD MIN.) COVER WITH 8 MIL POLYETHYLENE SHEET. L 4" CLASS A CONCRETE PAD IN LAWN AREA FOR PAVEMENT APPLICATIONS SET FLUSH WITH FINISHED GRADE. ADJUSTABLE CURB BOX MUELLER DH-10354 BUFFALO TYPE OR APPROVED 0 EQUAL AS PER TOWN SPECIFICATIONS U .10 1L U 0. W CURB STOP AND DRAIN MUELLER to H-15210 OR APPROVED EQUAL AS PER TOWN SPECIFICATIONS 114 CUBIC YARD OF CRUSHED STONE UNDER DRAIN OPENING TYPE 'WCOPPER PIPE {SEE PLAN FOR SIZE} CORPORATION STOP MUELLER H-15404 OR APPROVED EQUAL AS PER TOWN SPECIFICATIONS WATER SERVICE CONNECTION DETAIL NOT TO SCALE MUELLER "SUPER CENTURION" HYDRANT, CAT NO. A-423,5 114" DIA. MAIN VALVE OPENING, 5'-0 BURY 6" DIA. MECHANICAL JOINT INLET CONNECTION, 1 112" PENTAGON OPERATING NUT, OPEN LEFT (COUNTER CLOCKWISE), 2-2112" HOSE NOZZLES AND 1-4 112" PUMPER NOZZLE ALL WITH NATIONAL STANDARD THREADS. T-0" MAX. CURB I VALVE BOX MARKED "WATER" RIGHT HAND TURN RED NUTS LLL z 8" EXISTING G.I. WATER MAIN 4 45' MIN. 18" - UNDISTURBED &„ EARTH UNDISTURBED EARTH - --4 4 SELECT STONE SLAB K s OR 12"x 12" x 8" {MIN.} CONCRETE BASE ON FIRM GROUND. 6" DUCTILE IRON PIPE -CLASS 54 THRUST BLOCK 2504 P.S.I. MEGA LUG KITS CONCRETE (MIN.) THRUST BLOCK PROVIDE OPENING FOR DRAIN HOLE DISCHARGE 2500 P.S.I. CONCRETE (MIN.). NOTES: 1, Retainer glands, concrete thrust blocks and be rods shall be used at all locations where restraints are required. 2. If groundwater is encountered within 7 feet of grade, hydrant drain holes shall be plugged. When the drains are plugged the barrels must be pumped dry after use during freezing weather. Where hydrant drains are not plugged, a gravel pocket or dry well shall be provided unless the natural soils will provide adequate drainage. Hydrant drains shall not be connected to or located within 10 feet of sanitary sewers or storm drains. 3. If hydrant Is within 10 feet of sewers, hydrant drain holes shall be plugged. 4. Hydrant shall be painted with two coats of Electro- Farrothane, plastic finish, No. 44 red paint. 5. All gate valves shall be Mueller AWWA standard. FIRE HYDRANT DETAIL NOT TO SCALE END OF PIPE TO BE PROVIDED WITH A SCREEN MANHOLE CASTING-\ C C AIR RELEASE VALVE 5' DIAM. 2" GATE WATER MAIN CONC. BLOCK PIER 4 G d [V � �g FINISH GRADE 1" NPT PIPE 2'-0" BARREL SECTION 2" NPT NIPPLE "RES -SEAL" CONNECTION NOTES: 1. Valves: Shall be of a type as manufactured by Mueller or Darling. 2. Hydrant: shall be a standard hydrant as manufactured by Mueller or Darling except for Thorwood water district which uses A.Q. Smith. minimum valve opening to be 4112" - T-0" BASE SECTION 4r' DRAIN PITCH TO DRAIN AIR RELEASE VALVE DETAIL r� tia.tr.en�ra rsi�e r.��r.�r.�Tr s�.�aa1►.��eL7.r.7G7t.��.>:!���l�f,►r•�■�,1 L7 L = FULL LENGTH OF PIPE U2 U2 �rtin Tr -r1 Gan ILI W-4 W-5 von l Mm lVlnnv 10'-0" (MIN.] )GE TO EDGE WATER MAIN SANITARY SEWER MAIN, OR STORM SEWER HORIZONTAL SEPARATION NOTES: 1. WHERE THE SANITARY SEWER MAIN CROSSES THE WATER MAIN AN 18" MINIMUM VERTICAL SEPARATION SHALL BE MAINTAINED. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE, 2. WHERE THE SANITARY SEWER MAIN RUNS PARALLEL TO AN EXISTING OR PROPOSED WATER MAIN A 10' MINIMUM HORIZONTAL SEPARATION SHALL BE MAINTAINED. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. ON 3. ANY DEVIATION FROM THE REQUIRED MINIMUM SEPARATIONS SHALL BE SUBJECT TO A REVIEW AND APPROVAL BY THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH PRIOR TO CONSTRUCTION. SEPARATION OF WATER MAINS, SANITARY SEWERS OR STORM SEWERS SEE THRI,_ BLOCK DETAIL PLAN PLAN TYPICAL FOR 11-114°' - 22-112"; - 450 BENDS ~ D14 IB y BLOCKS TO BE SECTION A -A POURED AGAINST UNDISTURBED EARTH. c 6" TEE ION CL -52 TE VALVE A-2361 tON CL -52 'ICE VC. .MAIN -EXISTING SEE THRUST BLOCK DETAIL TEE AND GATE VALVE CONNECTION DETAIL NOT TO SCALE Uj jL ❑ z W m PAVEMENT OR CONCRET VOLUME FT. 16 90 80 32 GROUND SURFACE 39.5 45 48 1 28 30 19.7 22.5 SIDES OF TRENCH 10.0 11.25 20 18 12 3.8 12 MAY BE SLOPED TO 56 26 20 15.0 45 SUIT SOIL CONDITION 7,7 22.5 20 20 12 3.6 11.25 PIPES SHALL BE BACKFILLED WITH SELECT FILL =_ SELECT WELL -GRADE 90 48 SELECT WELL -GRADE MATERIAL FROM 6" TO 24" ABOVE THE TOP OF TAMPED BACKFILL -_ 45 W I� TAMPED BACKFILL THE PIPE. SELECT FILL SFIALL CONSIST OF SOIL �I WITH NO STONES GREATER THAN 2" 1N {12" LIFTS MAX.) � Ii w ❑ 9 (it" LIFTS MAX.) DIAMETER. BACKFILL MATERIAL MAY CONTAIN 2.2 8 90 20 20 STONES UP TO 6" IN THEIR GREATEST 4.4 - O 2.5 22.5 DIMENSION FROM 24" ABOVE THE TOP OF THE 1.6 11.25 - ~ (3) 5 PIPE TO THE BOTTOM OF THE SUBGRADE. ALL 24 16 12 2.5 . . B L F ACKFI L MATERIAL SHALL BE FREE O 12 AX _ 22.5 , 1.2 11,85 RGANIC AND FROZEN MATERIAL, PLACED IN 12" 8„ M N IN. .i2" 8" MIN. a in 12" iNAX 2 12" X. a _ LIFTS (PRIOR TO COMPACTION} AND `�� °�-)'sar 6^�S a w B." MIN, Z. .8" IN. COMPACTED WITH A MECHANICAL TAMPER. _ SOIL ROCK _CL. PIPE WATER MAIN CL -52 DIP C U y NO ROCK TO PROTECT - i a W THESE LINES - GRAVEL OR CRUSHED STONE a ny � SUITABLE SOIL FOUNDATION MATERIAL ROCK NOTES: 1. In materials to he considered as unsuitable (i.e. Muck) material is to be replaced 24" below the pipe invert and replaced with item no. 4 bedding. 2. A continuous and uniform bedding shall be provided in the trench for all buried pipe. Backfill material shall be tamped in layers around the pipe and to a sufficient height above the pipe to adequately support and protect the pipe. Stones found in the trench shall be removed for a depth of at least six inches below the bottom of the pipe. 3. See Pavement Replacement Detail For backfill specifications in local and main TOWN roads. W-1 GRADE WATER MAIN BEDDING DETAIL NOT TO SCALE 4" TOP SOILANb FINISHED GRADE 5 EEL) - 6'0 WATER MAIN (SEE PLAN FOR SIZE) 314" CLEAN STONE (4f6 - CUBIC YARD MIN.) COVER WITH 8 MIL POLYETHYLENE SHEET. L 4" CLASS A CONCRETE PAD IN LAWN AREA FOR PAVEMENT APPLICATIONS SET FLUSH WITH FINISHED GRADE. ADJUSTABLE CURB BOX MUELLER DH-10354 BUFFALO TYPE OR APPROVED 0 EQUAL AS PER TOWN SPECIFICATIONS U .10 1L U 0. W CURB STOP AND DRAIN MUELLER to H-15210 OR APPROVED EQUAL AS PER TOWN SPECIFICATIONS 114 CUBIC YARD OF CRUSHED STONE UNDER DRAIN OPENING TYPE 'WCOPPER PIPE {SEE PLAN FOR SIZE} CORPORATION STOP MUELLER H-15404 OR APPROVED EQUAL AS PER TOWN SPECIFICATIONS WATER SERVICE CONNECTION DETAIL NOT TO SCALE MUELLER "SUPER CENTURION" HYDRANT, CAT NO. A-423,5 114" DIA. MAIN VALVE OPENING, 5'-0 BURY 6" DIA. MECHANICAL JOINT INLET CONNECTION, 1 112" PENTAGON OPERATING NUT, OPEN LEFT (COUNTER CLOCKWISE), 2-2112" HOSE NOZZLES AND 1-4 112" PUMPER NOZZLE ALL WITH NATIONAL STANDARD THREADS. T-0" MAX. CURB I VALVE BOX MARKED "WATER" RIGHT HAND TURN RED NUTS LLL z 8" EXISTING G.I. WATER MAIN 4 45' MIN. 18" - UNDISTURBED &„ EARTH UNDISTURBED EARTH - --4 4 SELECT STONE SLAB K s OR 12"x 12" x 8" {MIN.} CONCRETE BASE ON FIRM GROUND. 6" DUCTILE IRON PIPE -CLASS 54 THRUST BLOCK 2504 P.S.I. MEGA LUG KITS CONCRETE (MIN.) THRUST BLOCK PROVIDE OPENING FOR DRAIN HOLE DISCHARGE 2500 P.S.I. CONCRETE (MIN.). NOTES: 1, Retainer glands, concrete thrust blocks and be rods shall be used at all locations where restraints are required. 2. If groundwater is encountered within 7 feet of grade, hydrant drain holes shall be plugged. When the drains are plugged the barrels must be pumped dry after use during freezing weather. Where hydrant drains are not plugged, a gravel pocket or dry well shall be provided unless the natural soils will provide adequate drainage. Hydrant drains shall not be connected to or located within 10 feet of sanitary sewers or storm drains. 3. If hydrant Is within 10 feet of sewers, hydrant drain holes shall be plugged. 4. Hydrant shall be painted with two coats of Electro- Farrothane, plastic finish, No. 44 red paint. 5. All gate valves shall be Mueller AWWA standard. FIRE HYDRANT DETAIL NOT TO SCALE END OF PIPE TO BE PROVIDED WITH A SCREEN MANHOLE CASTING-\ C C AIR RELEASE VALVE 5' DIAM. 2" GATE WATER MAIN CONC. BLOCK PIER 4 G d [V � �g FINISH GRADE 1" NPT PIPE 2'-0" BARREL SECTION 2" NPT NIPPLE "RES -SEAL" CONNECTION NOTES: 1. Valves: Shall be of a type as manufactured by Mueller or Darling. 2. Hydrant: shall be a standard hydrant as manufactured by Mueller or Darling except for Thorwood water district which uses A.Q. Smith. minimum valve opening to be 4112" - T-0" BASE SECTION 4r' DRAIN PITCH TO DRAIN AIR RELEASE VALVE DETAIL r� tia.tr.en�ra rsi�e r.��r.�r.�Tr s�.�aa1►.��eL7.r.7G7t.��.>:!���l�f,►r•�■�,1 L7 L = FULL LENGTH OF PIPE U2 U2 �rtin Tr -r1 Gan ILI W-4 W-5 von l Mm lVlnnv 10'-0" (MIN.] )GE TO EDGE WATER MAIN SANITARY SEWER MAIN, OR STORM SEWER HORIZONTAL SEPARATION NOTES: 1. WHERE THE SANITARY SEWER MAIN CROSSES THE WATER MAIN AN 18" MINIMUM VERTICAL SEPARATION SHALL BE MAINTAINED. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE, 2. WHERE THE SANITARY SEWER MAIN RUNS PARALLEL TO AN EXISTING OR PROPOSED WATER MAIN A 10' MINIMUM HORIZONTAL SEPARATION SHALL BE MAINTAINED. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. ON 3. ANY DEVIATION FROM THE REQUIRED MINIMUM SEPARATIONS SHALL BE SUBJECT TO A REVIEW AND APPROVAL BY THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH PRIOR TO CONSTRUCTION. SEPARATION OF WATER MAINS, SANITARY SEWERS OR STORM SEWERS SEE THRI,_ BLOCK DETAIL PLAN PLAN TYPICAL FOR 11-114°' - 22-112"; - 450 BENDS ~ D14 IB y BLOCKS TO BE SECTION A -A POURED AGAINST UNDISTURBED EARTH. c 6" TEE ION CL -52 TE VALVE A-2361 tON CL -52 'ICE VC. .MAIN -EXISTING SEE THRUST BLOCK DETAIL TEE AND GATE VALVE CONNECTION DETAIL NOT TO SCALE Uj jL ❑ z W m BLOCK DIMENSIONS A g C IN. IN. IN, CONCRET VOLUME FT. 16 90 80 32 32 39.5 45 48 1 28 30 19.7 22.5 30 22 26 10.0 11.25 20 18 12 3.8 12 90 56 26 20 15.0 45 38 22 10 7,7 22.5 20 20 12 3.6 11.25 18 18 12 3.0 90 48 22 15 8.9 90 45 1 28 20 12 4.0 2-2.5 18 18 12 2.7 11.251 16 16 12 2.2 8 90 34 20 12 4.4 45 20 18 12 2.5 22.5 14 14 12 1.6 11.25 (3) 5 90 24 16 12 2.5 45 14 14 12 1.5 22.5 12 12 12 1.2 11,85 (3} NOTES: 1. Min. 2,500 psi concrete to be used. 2. Block dimensions are minimum and are based upon sail bearing pressure of 2,040 psf and water pressure of 150 psi. Where soil bearing is less or water pressure is greater, a special design will be required. 3. All bolts shall be covered with burlap before pouring concrete. 4 Bend to be seta ainst disturbed earth backfill to be firmly D.I. VALVE BOX TO GRADE 6" DUCTILE IRON Cl. -52 WATER SERVICE $' DUCTILE IRON CL -52 TEE EXISTING 8" C.I. WATERMAIN BRANCH OF TEE PLAN BLOCKS TO BE POURED AGAINST UNDISTURBED EARTH. L �_M SECTION A -A BRANCH SIZE IN. BLOCK DIMENSIONS CONCRETE VOLUME FT. K IN. L M IN, IN. 6 18 16 12 2.4 8 30 18 12 4.0 10 42 20 12 6.3 12 5o 24 16 11.3 16 50 35 24 30.0 g NOTES: P� f A tamped, or block to be furnished as directed by the engineer. 1, Min. 2,500 psi concrete to be used. V 2. Block dimensions are minimum and are based upon soil bearing pressure of 2,000 psf and water pressure of 150 psi. Where soil bearing is less or water pressure is greater, PLAN a special design will be required. 900 BEND 3. All bolts shall be covered with burlap before pouring concrete. � 6THRUST BLOCKING FOR R HORIZONTAL BENDS THRUST BLOCKING FOR TEES W-7 NOT TO SCALE NOT TO SCALE WATER MAIN C = LENGTH OF PIPE C/2 C/2 + SEWER MAIN r ENCASEMENT SHALL EXTEND MIN. 5 M N BEYOND PIPE JOINTS AND EDGE OF PIPE IN ALL DIRECTIONS. 18" MIN. v w � f' 1 a WATFR MA1N L ENCASE WATER MAIN IN K -CRETE WHEN SEPARATION IS LESS THAN 18" VERTICAL OR WHEN VERTICAL SEPARATION PLACED BENEATH SEWER. ENCASE WATER MAIN IN K -CRETE WHEN SEPARATION IS LESS THAN 10' HORIZONTAL i i ENCASEMENT SHALL EXTEND MIN. B" BEYOND EDGE OF PIPE IN ALL DIRECTIONS. LESS THAN REQUIRED 10' MIN. iM _ 6" TYP. ALL SIDES HORIZONTAL SEPARATION SEWER MAIN NOTES: 1. In the event that there is a deviation from any of the separation requirements, said changes or use of encaseme must be approved by the Westchester County Department of Health. 2. Encasement of the water main shall apply only at locations where the minimum required separation distances cc not be maintained or whenever a water main crosses beneath a sewer main. 3. Encasement of the water main shall be limited to those locations indicated on the plans. 4. Encasement shall be completed with k -crate having a minimum compressive strength of 50 psi. 5. One full length of sewer pipe shall be laid so both joints will be as far from the water main as possible. 6. Where the sewer has already been installed, the water main shall be placed so that the joints on the water main are equidistant from the sewer. No water pipe shall pass through or come in contact with any sewer manhole. W_8 � WATER MAIN ENCASEMENT DETAIL NOT TO SCALE WATERMAIN NOTES I. DISTRIBUTION SYSTEM - WATERMAIN A. GENERAL THE CONTRACTOR SHALL PERFORM THE NECESSARY EXCAVATION, BACKFILLING, CLEARING, GRUBBING, SHEETING, SHORING, DO ALL SHAPING OF TRENCHES, PUMPING AND BAILING, LAYING AND JOINING OF ALL PIPES, PROTECT AND SUPPORT EXISTING STRUCTURES AND REPAIR THEM, IF DAMAGED, AND ALL ELSE NECESSARY TO COMPLETE THE WORK. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT, LABOR, AND TOOLS NECESSARY TO COMPLETE THE WORK IN A SAFE, NEAT, AND WORKMANLIKE MANNER. B. SITE AND ACCESS CLEARING (WITHIN EASEMENTS) THE CONTRACTOR SHALL CONFINE ALL CLEARING OPERATIONS TO WITHIN THE IMMEDIATE AREAS THAT ARE ESSENTIAL FOR CONSTRUCTION OF THE WORK. C. STOCKPILING OF SUITABLE BACKFILL MATERIAL THE CONTRACTOR SHALL BE PREPARED WHEN EXCAVATING THE TRENCH TO SEPARATE SUITABLE BACKFILL MATERIAL FROM UNSUITABLE MATERIAL FOR USE AS BACKFILL ADJACENT TO THE PIPE. D. PROTECTION OF EXISTING STRUCTURES AND UTILITIES SPECIAL PRECAUTIONS SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT OVERHEAD POWER LINES, WATERMAINS, GAS MAINS, ELECTRIC AND TELEPHONE CONDUITS, STORM AND SANITARY SEWERS, CULVERTS, BUILDINGS AND OTHER EXISTING STRUCTURES IN AND NEAR THE EXCAVATION. IN ALL CASES, WHETHER UNDERGROUND STRUCTURES HAVE OR HAVE NOT BEEN DELINEATEDT THE TOWN ENGINEER, WATER SUPERINTENDENT, OR AUTHORIZED REPRESENTATIVE ACCEPTS NO RESPONSIBILITY FOR THEIR LOCATION. 'UNDERGROUND UTILITIES" LOCATES EXISTING UNDERGROUND UTILITIES FREE OF CHARGE. THE PHONE NUMBER IS 1-800-245-2828. GUTTERS, SEWERS, DRAINS AND DITCHES SHALL BE KEPT OPEN AT ALL TIMES FOR SURFACE DRAINAGE. NO DAMMING OR PONDING OF WATER IN GUTTERS OR OTHER WATERWAYS WILL BE PERMITTED EXCEPT WHERE STREAM CROSSINGS ARE NECESSARY AND THEN ONLY TO AN EXTENT WHICH THE TOWN ENGINEER, WATER SUPERINTENDENT, OR AUTHORIZED REPRESENTATIVE SHALL CONSIDER NECESSARY. THE CONTRACTOR SHALL NOT DIRECT ANY FLOW OF WATER ACROSS OR OVER PAVEMENTS EXCEPT THROUGH APPROVED PIPES OR PROPERLY CONSTRUCTED TROUGHS OF SUCH SIZES AND LENGTHS A5 MAY BE REQUIRED, AND PLACE THE SAME AS DIRECTED. THE GRADING IN THE VICINITY OF TRENCHES SHALL BE CONTROLLED SO THAT THE GROUND SURFACE 1S PROPERLY PITCHED TO PREVENT WATER RUNNING IN THE TRENCHING. TME CONTRACTOR SHALL NOT COMMENCE OPERATIONS INVOLVING ANY PUBLIC UTILITY BEFORE HAVING GIVEN WRITTEN NOTICE TO THE COMPANY OR OWNER, OR ITS AGENTS, AND SHALL COOPERATE WITH THE COMPANY'S OR OWNER'S FORCES IN PROTECTING AND PREVENTING DAMAGE TO THE PROPERTY. THE CONTRACTOR WILL, AT HIS OWN EXPENSE, BE RESPONSIBLE FOR DIRECT OR INDIRECT DAMAGE THAT MAY BE DONE TO ANY UTILITY OR STRUCTURE IN THE PROSECUTION OF HIS WORK. THE LIABILITY OF THE CONTRACTOR IS ABSOLUTE AND IS NOT DEPENDENT UPON ANY QUESTIONS OF NEGLIGENCE ON HIS PART OR ON THE PART OF HIS AGENT, OR EMPLOYEES, AND THE NEGLECT OF THE TOWN ENGINEER, WATER SUPERINTENDENT, OR AUTHORIZED REPRESENTATIVE TO DIRECT THE CONTRACTOR TO TAKE ANY PARTICULAR PRECAUTION OR TO REFRAIN FROM DOING SUCH DAMAGE. SHOULD THE POSITION OF ANY PIPE, CONDUIT, POLE OR OTHER STRUCTURES, ABOVE OR BELOW THE GROUND, BE SUCH AS TO REQUIRE ITS REMOVAL, REALIGNMENT, OR CHANGE DUE TO WORK TO BE DONE, REALIGNMENT OR CHANGE WILL BE DONE BY OR UNDER SUPERVISION OF THE OWNER OF THE OBSTRUCTIONS. THE CONTRACTOR SHALL UNCOVER AND SUSTAIN THE STRUCTURES, AFTER SUCH REALIGNMENT OR CHANGE. THE: CONTACTOR SHALL NOT INTERFERE WITH ANY PERSONS, OR WITH THE OWNER IN PROTECTING, REMOVING, CHANGING OR REPLACING THEIR PIPES, CONDUITS, POLES OR OTHER STRUCTURES; BUT HE SHALL SUFFER SAID PERSONS OR THE OWNER TO TAKE ALL SUCH MEASURES As THEY MAY DEEM NECESSARY OR ADVISABLE FOR THE PURPOSE AFORESAID, AND THE CONTRACTOR SHALL THEREBY BE IN NO WAY RELIEVED OF ANY OF HIS RESPONSIBILITIES. THE CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS WITH THE OWNER OF THE RESPECTIVE UTILITY PRIOR TO RELOCATION OR INTERRUPTION OF SERVICE, ALL WORK NECESSARY FOR THE RELOCATION SHALL BE PERFORMED BY THE CONTRACTOR, OR BY THE OWNER AT THE OWNER'S OPTION, AND TO THE SATISFACTION OF THE OWNER. WHERE SERVICE IS INTERRUPTED. THE CONTRACTOR SHALL COOPERATE IN RESTORING SERVICE PROMPTLY. ALL CHARGES FOR DAMAGES DONE TO UTILITIES SHALL BE PAID BY THE CONTRACTOR. E. CONSTRUCTION OF ROAD RIGHT-OF-WAY CONSTRUCTION IN THE ROAD RIGHT-OF-WAY SHALL AT ALL TIMES BE PERFORMED WITH MINIMUM DISTURBANCE TO TRAFFIC WITH SUFFICIENT BARRICADES AND DIRECTION. DETOURS CAN BE INSTITUTED WITH APPROVAL OF THE TOWN ENGINEER, WATER SUPERINTENDENT, OR AUTHORIZED REPRESENTATIVE, OR STATE, COUNTY, OR LOCAL AUTHORITIES. PAVEMENT SHALL BE CUT PRIOR TO REMOVAL. HOLES AND SETTLEMENTS IN THE TRENCHES SHALL BE IMMEDIATELY FILLED TO THE ORIGINAL GRADE ELEVATION WITH THE SPECIFIED MATERIALS. F. EXCAVATION AND PREPARATION OF TRENCH THE CONTRACTOR SHALL PROCEED WITH CAUTION IN THE EXCAVATION AND PREPARATION OF THE TRENCH SO THAT THE EXACT LOCATION OF UNDERGROUND STRUCTURES, BOTH KNOWN AND UNKNOWN, MAY BE DETERMINED. THE TRENCH SHALL BE EXCAVATED SO THAT THE PIPE CAN BE LAID TO THE ALIGNMENT AND DEPTH REQUIRED. MINIMUM DEPTH OF COVER FROM SURFACE OF GROUND TO TOP OF PIPE BARREL SHALL BE FOUR FEET (4'). NO TRENCH SHALL BE EXCAVATED MORE THAN FIVE HUNDRED LINEAL FEET (500 LF) IN ADVANCE OF PIPE LAYING UNLESS AUTHORIZED BY THE TOWN ENGINEER, WATER SUPERINTENDENT, OR AUTHORIZED REPRESENTATIVE. THE TRENCH SHALL BE SO BRACED AND DRAINED THAT THE WORKMEN MAY WORK THEREIN SAFELY AND EFFICIENTLY. IT IS ESSENTIAL THAT THE DISCHARGE OF THE TRENCH DEWATERING PUMPS BE CONDUCTED TO NATURAL DRAINAGE CHANNELS OR DRAINS, AS IN ACCORDANCE WITH OSHA REQUIREMENTS. THE WIDTH OF THE TRENCH SHALL BE OF ADEQUATE SIZE TO PERMIT THE PIPE TO BE LAID AND JOINTED PROPERLY, BUT SHALL NOT EXCEED THE SUM OF TWENTY-FOUR INCHES(24") PLUS THE PIPE OUTSIDE DIAMETER, AND THE BACKFILL TO RE PLACED AND COMPACTED AS SPECIFIED. LEDGE ROCK, BOULDERS AND LARGE STONES SHALL BE REMOVED TO PROVIDE A CLEARANCE OF AT LEAST SIX INCHES (6") BELOW AND ON EACH SIDE OF ALL PIPES AND FITTINGS. THE TRENCH SHALL BE EXCAVATED TO THE DEPTH REQUIRED SO AS TO PROVIDE A UNIFORM AND CONTINUOUS BEARING AND SUPPORT FOR THE PIPE ON SOLID AND UNDISTURBED GROUND AT EVERY POINT. WHERE THE BOTTOM OF THE TRENCH AT A SUBGRADE IS FOUND TO BE UNSTABLE, OR TO INCLUDE ASHES, CINDERS, ALL TYPES OF REFUSE, VEGETABLE OR OTHER ORGANIC MATERIAL OR LARGE PICES OF FRAGMENTS OR INORGANIC MATERIAL WHICH IN THE JUDGEMENT OF THE TOWN ENGINEER, WATER SUPERINTENDENT, OR AUTHORIZED REPRESENTATIVE SHOULD BE REMOVED, THE CONTRACTOR SHALL EXCAVATE AND REMOVE SUCH UNSUITABLE MATERIAL TO THE WIDTH AND DEPTH ORDERED BY THE TOWN ENGINEER, WATER SUPERINTENDENT, OR AUTHORIZED REPRESENTATIVE. ANY PART OF THE BOTTOM OF THE TRENCH EXCAVATED BELOW THE SPECIFIED GRADE SHALL BE CORRECTED WITH APPROVED BEDDING MATERIAL, SUCH AS THOROUGHLY COMPACTED CRUSHED STONE, GRAVEL, OR CONCRETE AS DIRECTED BY THE TOWN ENGINEER, WATER SUPERINTENDENT, OR AUTHORIZED REPRESENTATIVE. THE FINISHED SUBGRADE SHALL BE PREPARED ACCURATELY BY MEANS OF HAND TOOLS. GENERAL WATER MAIN NOTES: 1. ALL PROPOSED WATERMAIN MATERIALS, CONSTRUCTION AND INSTALLATION SHALL CONFORM TO ALL APPLICABLE RULES AND REGULATIONS OF THE TOWN OF YORKTOWN WATER DEPARTMENT AND THE WESTCHESTER COUNTY HEALTH DEPARTMENT STANDARDS AND SPECIFICATIONS. CONSTRUCTION MUST BE UNDER THE SUPERVISION OF A LICENSED AND REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK WHO SHALL FURNISH A CERTIFICATE OF CONSTRUCTION COMPLIANCE AND TWO (2) SETS OF AS -BUILT PLANS AFTER THE COMPLETION OF THE PROJECT. 2. THE RECORDS OF THE TOWN OF YORKTOWN INDICATE THAT THERE IS ADEQUATE WATER PRESSURE AND CAPACITY AS REQURIED TO SERVE THIS PROJECT. 3. ALL BACKFLOW PREVENTION DEVICES ASSOCIATED WITH THE FIRE AND DOMESTIC SERVICES FOR EACH OF THE PROPOSED OFFICE SPACES IN THE TYPE "B" UNITS SHALL BE LOCATED INTERNAL TD THE BUILDING AND SHALL REQUIRE SEPARATE APPROVAL BY THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH. 4. ALL FIRE AND DOMESTIC SERVICE CONNECTIONS FROM THE PROPOSED WATER MAIN SHALL BE INSTALLED WITH WET TAPS AFTER THE CONTRACTOR HAS INSTALLED THE MAIN AND IT HAS BEEN APPROVED BY THE TOWN OF YORKTOWN WATER DEPARTMENT AND THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH. 5. THE CONTRACTOR IS ADVISED THAT BEFORE HE CONNECTS TO THE EXISTING WATER SYSTEM, HE MUST ADVISE AND COORDINATE HIS OPERATIONS WITH THE TOWN OF YORKTOWN WATER DEPARTMENT'S SUPERINTENDENT. MEANS AND METHODS USED TO CONNECT TO THE EXISTING SERVICE SHALL BE APPROVED BY THE TOWN AND SHALL INCLUDE BUT NOT BE LIMITED TO WET TAPS OR OTHERWISE. B. THE CONTRACTOR IS TO MAINTAIN CONSTANT FLOW AND PRESSURE IN ALL WATER MAINS AT ALL TIMES. IF THE NEED SHOULD ARISE THAT WATER SERVICE IS TO BE INTERRUPTED FOR A SHORT PERIOD, IT MUST BE COORDINATED WITH AND APPROVED BY THE ENGINEER AND THE TOWN OF YORKTOWN SUPERINTENDENT OF WATER. 7. WATER MAINS CROSSING HOUSE SEWERS. STORM SEWERS OR SANITARY SEWERS SHALL BE LAID TO PROVIDE A VERTICAL SEPARATION OF A MINIMUM OF 18" BETWEEN THE BOTTOM OF WATER MAIN AND TOP OF SEWER. 8. WATER MAINS PASSING UNDER HOUSE SEWERS, IN ADDITION, SHALL BE PROTECTED BY PROVIDING A VERTICAL SEPARATION OF 16" MINIMUM FROM THE BOTTOM OF THE SEWER TO THE TOP OF THE WATER MAIN AND ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER TO PREVENT EXCESSIVE DEFLECTION OF THE JOINTS AND THE SEWER SETTLING AND BREAKING THE WATER MAIN, IN ADDITION THE LENGTH OF WATER PIPE IS TO BE CENTERED AT THE POINT OF CROSSING SO THAT THE JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE SEWER. NO WATER MAIN SHALL PASS THROUGH OR COME IN CONTACT WITHANY PART OF A SEWER OR SEWER MANHOLE. 9, THE COVER OVER THE TOP OF THE WATER MAIN SMALL BE A MINIMUM OF 4 FEET TO A MAXIMUM OF 5.5 FT, 10. WATER MAINS SHALL BE CLASS 52 DUCTILE IRON PIPES (DIP) TYTON JOINT TYPE AND FITTINGS SHALL BE FACTORY CEMENT LINED CLASS 52. ALL FITTINGS SHALL HAVE MECHANICAL JOINTS AND SHALL BE PRESSURE RATED AT 250 PSI. ALL NECESSARY JOINT MATERIALS SHALL BE FURNISHED. WATER MAINS SHALL BE INSTALLED IN ACCORDANCE WITH AWWA STANDARDS, LATEST REVISION. 11. ALL GATE VALVES SHALL BE MUELLER RESILIENT WEDGE (TURN LEFT OPEN) TYPE AND SHALL MEET AWWA STANDARDS, LATEST REVISION. 12. ALL SERVICE CONNECTIONS AND SMALL DIAMETER EXTENSIONS SHALL CONFORM TO AWWA C-151. 13. RETAINER GLANDS AND CONCRETE THRUST BLOCKS OR RODS SHALL BE USED AT ALL LOCATIONS WHERE RESTRAINTS EXIST. 14. INSTALLATION AND TESTING OF THE WATER MAIN SHALL BE INSPECTED BY THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH. THE CONTRACTOR SHALL PROVIDE THE HEALTH DEPARTMENT A MINIMUM 48 HOURS NOTICE PRIOR TO ANY PRESSURE/LEAKAGE TESTS AND/OR DISINFECTION AND BACTERIOLOGICAL TESTS PERFORMED ON THE PROPOSED WATER MAIN. THE RESULTS OF THE ABOVE TESTS MUST BE ACCEPTED BY THE WC HD PRIOR TO USE OF THE MAIN. 15. ASBUILT DRAWINGS SHALL SHOW DIMENSIONS BETWEEN ALL VALVE TURNING NUTS AND FINISH GRADE. 16. INSTALLATION, DISINFECTION AND TESTING TO BE WITNESSED AND CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER OR TOWN OF YORKTOWN ENGINEER. 17. ALL HYDRANTS AND VALVES SHALL BE AS MANUFACTURED BY THE MUELLER COMPANY. 18. THE FINAL LOCATIONS OF FIRE HYDRANTS AND SIAMESE CONNECTIONS SHALL BE DETERMINED BY AND COORDINATED WITH THE TOWN OF YORKTOWN FIRE DEPARTMENT. 19. IF, DURING CONSTRUCTION, IT IS FOUND THAT THE REQUIRED SEPARATION OF WATER MAINS, SANITARY SEWERS, STORM SEWERS, AND BUILDING SEWERS CANNOT BE MET, THE DEVELOPER OR HIS AUTHORIZED REPRESENTATIVE SHALL CONTACT THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH. APPROVAL BY THE WCHD IS REQUIRED PRIOR TO ANY FIELD CHANGES THAT WILL AFFECT MINIMUM WATER/SEWER SEPARATION DISTANCES. 20. ALL TYPES OF INSTALLED PIPE SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE WITH THE LATEST EDITION OF AWWA STANDARD C-600. 21. ALL NEW, CLEANED OR REPAIRED WATER MAINS SHALL BE DISINFECTED AND BACTERIOLOGICAL TESTING PERFORMED 1N ACCORDANCE WITH THE LATEST EDITION OF AWWA STANDARD C-651-05 (EXCEPT FOR SECTION 4.4,2 WHICH IS NOT APPROVABLE), THE SPECIFICATIONS INCLUDE DETAILED PROCEDURES FOR THE ADEQUATE FLUSHING, DISINFECTION, AND MICRO- BIOLOGICAL TESTING OF ALL WATER MAINS. 22. ROAD OPENINGS SHALL BE DONE IN ACCORDANCE WITH CONDITIONS OF PERMIT, AND COORDINATED WITH THE TOWN OF YORKTOWN. 23. UPON COMPLETION AND PRIOR TO USE., TWO (2) SETS OF AS -BUILT PLANS AND ACCEPTABLE BACTERIOLOGICAL SAMPLE AND WATER MAIN HYDROSTATIC TEST RESULTS MUST BE SUBMITTED ALONG WITH THE DESIGN PROFESSIONAL'S CERTIFICATION OF CONSTRUCTION TO THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH. APPROVED Resolution Number 2--s - i Date►� ��7- o 5 SAFE DIG Before You Dig, Drill or Blast! CALLUS TOLL FREE a,1 or t -M-962.7962 ¢ NY Industrial Code Rule 753 requires ao less than twoworking days notbm, bul not more ehen len days aailm- wme.digsafehrtiewyork,Cam L r r t M N L } i v w � a I 0 i i i ca C iM MIllimm b N 0 Q 1.4 0❑ v 0 - > w U r � ■� N t4 4 a in rl LU ix L J `�� °�-)'sar 6^�S a w 1? U a ny � n] o z o v .E �3 vo .� Z 0� ri r- 0 - ci wt... P4 s....f i E ,~ a vA�0 0A� EU ££'v,Ts c ^�. Us cC UC1A�c�o�•OCP. N r,.,knW)knV)r..,V) N N N C V C V kn N � N Aac��o�4 tYI%.0C� � ❑ oa�NNNc�v Lei ld--"rri=iLU, �a Q W I� W ❑ U U � U V1 Qj a W w 04 ^ o H � w O 00 T� V1 0 0 a C-303 GROUND FFIN GRADE TOPSOIL (4" MIN.), URFACE SEED AND MULCH OR WHEN IN IlleffrG�il�a< GLaG1eU PAVEMENT SEE PAVEMENT DETAIL Z w Fill TRENCH WIDTH = D+2' MIN, PAYMENT LIMITS, BEDDING, HAUNCHING AND INITIAL BACKFILLS WW =r In(0 Q� U . w SEWER SERVICE LINES SHALL HAVE METALLIC TAPE LABELED "CAUTION SEWER LINE BELOW' SET AT BOTH 12" AND 24" BELOW FINISHED GRADE OVER CENTERLINE OF SEWER PIPES. PIPES SHALL BE BACKFILLED WITH SELECT FILL MATERIAL FROM 6" TO 24" ABOVE THE TOP OF THE PIPE. SELECT FILL SHALL CONSIST OF SOIL WITH NO STONES GREATER THAN 2" IN DIAMETER. BACKFILL MATERIAL MAY CONTAIN STONES UP TO 6" IN THEIR GREATEST DIMENSION FROM 24" ABOVE THE TOP OF THE PIPE TO THE BOTTOM OF THE SUBGRADE. ALL BACKFILL MATERIAL SHALL BE FREE OF ORGANIC AND FROZEN MATERIAL, PLACED IN 12" LIFTS (PRIOR TO COMPACTION) AND COMPACTED WITH A MECHANICAL TAMPER. SHEETING, IF REQUIRED, SHALL BE CUT OFF AT TOP OF THE LOWEST SET OF BRACING UNLESS OTHERWISE SPECIFIED BY TOWN ENGINEER (TYP.) INITIAL BACKFILL HANDFILL OR MACHINE PLACED LITTLE OR NO TAMPING REQUIRED ON TOP OF PIPE UNDISTURBED EARTH SEWER MAIN & SEWER SERVICE CONCRETE STRUCTURAL SUPPORT IF NEEDED SEE CONCRETE CRADLE DETAIL NOTES: 1. Sewer pipe shall be PVC SDR -35 in all cases except where depth of cover exceeds 10 ft. In cases where cover exceeds 10 ft, sewer pipe shall be a min. PVC SDR -26- When a sewer main is installed in a fill section, the fill shall be compacted to a min. 95% standard proctor and certified to the Town of Yorktown. 2. No rock is to project into within the edges of the trench. In rock excavation pipe shall be a min. of 6" over and away from rock. 3. Backfill shall be placed so as to not disturb the pipe alignment. 4. In areas where adequate cover can not be maintained for sewer main, proper protection shall be provided against freezing and superimposed loading. SS -1 SEWER MAIN l SEWER SERVICE TRENCH DETAIL NOT TO SCALE KORBAND D r' A B C l 1'11I Lt FLEXIBLE CONNECTOR KOR-N-SEAL ASSEMBLY SCHEMATIC SS -2 INSIDE SURFACE VERTICAL FOR SAFE DESCENT & ASCENT - REINFORCED POLYPROPYLENE STEPS (SEE DETAIL) VIANHULt WALL 3UTYL RUBBER FEDERAL SPECIFICATION 3S -S-00210 (GSA -FSS) *T�►I� PIPE CLAMP 1111111 IIIA: l i,i EXISTING KORBAND INTERCEP' PIPE CLAM FLEXIBLE FOR CONNECTION TO EXISTING SANITARY MANHOLE NOTES: 1. Connections to existing precast concrete manholes with P.V.C. SDR -35 or higher class pipe shall be made, as follows: A. The existing manholes shall be core drilled to receive a kor-n-seal flexibility connector. B. The opening shall be cleaned and the connector set in place with the korband using a hydraulic lift. C. The contractor may substitute another system for one described provided that a seal of the same reliability is maintained with the manhole. The pipe clamps and all devices, including screws, shall be stainless steel. EXISTING SANITARY FLEXIBLE CONNECTION 48" 60" WHEN DEPTF EXCEEDS 10 FT -COURSES OF BRICK OR CONCRETE - SPACERS TO MEET GRADE. INCLUDED UNDER MANHOLE ITEM. 1',2',3', OR 4' PRECAST 441 CONCRETE RISER SECTIONS -EXISTING PIPE TO BE CUT AFTER THE PLACEMENT OF MANHOLE - # 3 RODS AT 8" CENTERS BOTH DIRECTIONS l�XE ISTING PIPE PROPOSED PIPE �- 6" CONCRETE CAST4N-PLACE SLAB NOT TO SCALE :UT OUT FOR KIST. PIPE TO BE CEMENT SEALED -FINISHED GRADE MANHOLE FRAME & COVER AS MANUFACTURED BY CAMPBELL FOUNDRY PATTERN NO. 1411 B EASEMENT MANHOLE FRAME & COVER AS MANUFACTURED BY CAMPBELL FOUNDRY PATTERN NO. 14548 WITH LOCKING COVER. �r CONE SECTION CONTRACTOR SHALL BUILD INVERT TO HALF SIDE VIEW FRONT VIEW DIAMETER OF PIPE IN FIELD. INVERT SHALL BE TROWELED TO A SMOOTH FINISH. INCLUDED UNDER MANHOLE ITEM. NOTE: 1. Contractor may be required to furnish and install additional steps so as to provide proper ingress and egress to & from manhole. 2. Easement manhole frame & covers shall be set in relation to the surrounding finished grade so as to not collect runoff. _ SS EXISTING LINE TIE-IN "DOGHOUSE" MANHOLE DETAIL 3 NOT TO SCALE SEE DETAIL FOR JOINT EXTERIOR OF MANHOLE SHALL HAVE A BITUMASTIC COATING 4"- 5" MIN. 3/4" WASHED GRAVEL OR CRUSHED STONE UNDISTURBED EARTH CONTRACTOR SHA TO HALF DIAMETEF FIELD. INVERT SH) TO A SMOOTH FINI INLET AND OUTLET HAVE A KOR-N-SEAI n REINFORCED - POLYPROPYLENE STEPS (SEE DETAIL) INLET AND OUTLET SHALL HAVE A ICOR-N-SEAL BOOT BASE AND RISER SECTION - MONOLITHIC POUR CONTRACTOR SHALL BUILD INVERT TO HALF DIAMETER OF PIPE INFIELD. INVERT SHALL BE TROWELED TO A SMOOTH FINISH, SS -4 0101 A TYPICAL PLAN VIEW OUTLET ANGLE AS REQUIRED v 48„ EXTERIOR OF MI �2 BENCH SHALL HAVE A BITUMASTIC CCI HEIGHT LI i 24 INCHEI r i f 8,. 11ii1�! ll 1 �lill l "lil� l "lil� l 11 l 11 ll l I l ll l 4„-s"MIN, 314" WASHED GRAv CRUSHED STO UNDISTURBED CHUTE TROUGH FRAME TO BE THOROUGHLY BEDDED IN 1:2 CEMENT MORTAR MIX W W em W W_ ❑ 1.- je,co Cl!- OUTLET y MANHOLE STEPS 12" O.C.- (SEE NOTE 1 ) ALL LIFT PIN HOLES TO BE - PLUGGED AND MORTARTED INSIDE AND OUT FILL AND SHAPE INVERT CHANNEL IN FIELD USING CLASS A (3500 PSI) CONCRETE. INVERT CHANNEL TO HAVE STEEL TROWEL FINISH SANITARY MANHOLE INLET AND OUTLET SHALL HAVE A KOR-N-SEAL BOOT APPROVED COMPACTED CRUSHED STONE FOUNDATION COURSE SS -5 INLET AND OUTLET SH Al ' HAVE A KOR-N-SEAL B INCLUDED UNDER MAF ITEM, OUTLET ANGLE AS REQUIRED OUTLET EXISTING TROUT PLAN VIEW EXIST. SMH TIE-IN �- PIPE TROUGH SECTION TYPICAL DETAIL OF TIE-IN TO EXISTING SEWER MANHOLE NOT TO SCALE 313" OJ FOR T-0" 24" O FOR 4'-0" -RIM TO BE 3" ABOVE GRADE IN ALL NO TRAFFIC AREAS FINISHED PAVEMENT -CAMPBELL FOUNDRY FRAME & COVER No. 1105 OR APPROVED EQUAL - MIN. 24" OPENING REQ'D H A ITER LINE OF PIPE MANHOLE= WALL BUTYL RUBBER FEDERAL SPECIFICATION SS -S-00210 (GSA -FSS) ADJUST TO GRADE WITH BRICK (ASTM C-32, GRADE MA.) 12" MAX. OR PRE CAST CONCRETE RING SECTIONS. MANHOLE SECTION JOINT DETAIL 4'-0" INSIDE DIAMETER 2-2MIL COATS OF BITUMINOUS MATERIAL 5" THICK "INERTOL NO. 49r KOPPERS SLIPPER WALLS SERVICE BLACK OR APPROVED EQUAL, APPLIED IN ACCORDANCE WITH MANUFACTURE'S SPECIFICATIONS. (FR EOUIRED FOR SANrrARY SEWER MANHOLES ONLY) r r 3 3/8" iI 5/8" ollre`s A\N� O-RING JOINT TO CONFORM TO A.S.T.M. Ny DESIGNATION C443 LATEST REVISION. JOINTS TO BE MORTARED INSIDE AND OUT USING g 3/4" NOW SHRINKING MORTAR. ISOMETRIC PRE CAST MANHOLE SECTIONS TO BE IN ACCORDANCE WITH "PRE CAST REINFORCED CONCRETE MANHOLE SECTIONS" A.S.T.M. DESIGNATION C-478, LATEST REVISION, MINIMUM COMPRESSIVE STEEL REINFORCING STRENGTH TO BE 4000 P.S.I. INLET PIPE CROSS SECTION JOINT FILLER REINFORCED POLYPROPYLENE MANHOLE STEP DETAIL NOTES: 1. Manhole steps shall be cast iron Neenah No. R-1981-0 or Campbell Foundry no. 2588-1 or polypropylene coated steel (see specifications) or approved equal. 2. Unless otherwise specified, sanitary sewer manholes shall have letters "SEWER" and storm manholes shall have letters "DRAIN" cast on cover. The covers shall have vent holes. 3. Manholes shall meet or exceed A.S.T.M. and O.S.H-A. requirements and be rated for H-20 vehicle design loading. 4. All pipes shall be cut flush with inside walls. 5. Where depth of manhole exceeds 10 ft, inside diameter shall be 60 PRECAST CONCRETE SEWER MANHOLE DETAIL NOT TO SCALE SANITARY SEWER TESTING PROCEDURE AND METHOD OF TESTING - THE TEST LENGTH INTERVALS AND TYPE OF LEAKAGE TEST SHALL BE APPROVED BY THE OWNER'S FIELD REPRESENTATIVE AND SITE ENGINEER. IN THE CASE OF SEWERS LAID ON STEEP GRADES, THE LENGTH OF LINE TO BE TESTED BY EXFILTRATION AT ANY ONE TIME MAY BE LIMITED BY THE MAXIMUM ALLOWABLE INTERNAL PRESSURE ON THE PIPE AND JOINTS AT THE LOWER END OF THE LINE. THE WCHD SHALL BE NOTIFIED 48 HRS IN ADVANCE SO THEY MAY WITHNESS THE TESTING DEPENDING ON FIELD CONDITIONS AND/OR DESIRE OF THE CONTRACTOR, THE FOLLOWING TESTS FOR LEAKAGE MAY BE EMPLOYED: 1. HYDROSTATIC TEST THE TEST PERIOD, WHEREIN THE MEASUREMENTS ARE TAKEN SHALL NOT BE LESS THAN FOUR (4) HOURS IN EITHER TYPE OF TEST. THE TOTAL LEAKAGE OF ANY SECTION TESTED SHALL NOT EXCEED THE RATE OF 100 GALLONS PER MILE OF PIPE PER 24 HOURS PER INCH OF NOMINAL PIPE DIAMETER. FOR PURPOSES OF DETERMINING THE MAXIMUM ALLOWABLE LEAKAGE, MANHOLES SHALL BE CONSIDERED AS SECTIONS OF PIPE AND SHALL BE TESTED AT A LEVEL ABOVE THE HIGHEST JOINT PRIOR TO THE CONCRETEIRIM CONNECTION. (1) INFILTRATION TEST - THIS TEST MAY BE USED ONLY WHEN GROUND WATER LEVELS ARE AT LEAST TWO (2) FEET ABOVE THE TOP OF THE PIPE FOR THE ENTIRE LENGTH OF THE SECTION TO BE TESTED DURING THE ENTIRE PERIOD OF THE TEST, GROUND WATER LEVELS MAY BE MEASURED IN AN OPEN TRENCH OR IN STANDPIPES PREVIOUSLY PLACED IN BACKFILLED TRENCHES DURING THE BACKFILLING OPERATIONS. WHEN STANDPIPES ARE INSTALLED IN THE BACKFILL FOR GROUND WATER MEASUREMENT, THE LOWER ENDS OF THESE SHALL BE SATISFACTORILY EMBEDDED IN A MASS OF CRUSHED STONE OR GRAVEL TO MAINTAIN FREE PERCOLATION AND DRAINAGE. INFILTRATION THROUGH JOINTS SHALL BE MEASURED BY USING A WATERTIGHT WEIR OR ANY OTHER APPROVED DEVICE FOR VOLUMETRIC MEASUREMENT INSTALLED AT THE LOWER END OF THE SECTION UNDER TEST. (Il) EXFILTRATION TEST - THIS TEST CONSISTS OF FILLING THE PIPE WITH WATER TO PROVIDE A HEAR OF AT LEAST TWO (2) FEET ABOVE THE TOP OF THE PIPE OR TWO (2) FEET ABOVE GROUND WATER, WHICHEVER IS HIGHER, AT THE HIGHEST POINT OF THE PIPE LINE UNDER TEST, AND THEN MEASURING THE LOSS OF WATER FROM THE LINE BY THE AMOUNT WHICH MUST BE ADDED TO MAINTAIN THE ORIGINAL LEVEL, IN THIS TEST THE LINE MUST REMAIN FILLED WITH WATER FOR AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO THE TAKING OF MEASUREMENTS. EXFILTRATION SHALL BE MEASURED BY THE DROP OF WATER LEVEL IN A CLOSED-END STANDPIPE OR IN ONE OF THE SEWER MANHOLES AVAILABLE FOR CONVENIENT MEASURING_ WHEN A STANDPIPE AND PLUG ARRANGEMENT IS USED IN THE UPPER MANHOLE OF A LINE UNDER TEST, THERE MUST BE SOME POSITIVE METHOD OF RELEASING ENTRAPPED AIR IN THE SEWER PRIOR TO TAKING MEASUREMENTS. 2. VACUUM TESTING OF MANHOLES - TESTED AS PER ASTM STANDARD - C-1244 THIS TEST METHOD IS ONLY APPLICABLE TO PRECAST CONCRETE MANHOLES. ALL LIFTING HOLES AND EXTERIOR JOINTS SHALL BE FILLED AND POINTED WITH AN APPROVED NON -SHRINKING MORTAR. NO STANDING WATER SHALL BE ALLOWED IN THE MANHOLE EXCAVATION WHICH MAY AFFECT THE ACCURACY OF THE TEST. ALL PIPES AND OTHER OPENINGS INTO THE MANHOLE SHALL BE SUITABLY PLUGGED IN SUCH A MANNER AS TO PREVENT DISPLACFMENT OF THE PLUMS WHILE THE VACUUM IS DRAWN, INSTALLATION AND OPERATION OF THE VACUUM EQUIPMENT AND INDICATING DEVICES SHALL BE IN ACCORDANCE WITH EQUIPMENT SPECIFICATIONS AND INSTRUCTIONS PROVIDED BY THE MANUFACTURER. THE TEST HEAD MAY BE PLACED IN THE CONE SECTION OF THE MANHOLE. THE RIM -CONE JOINT IS NOT USUALLY TESTED. A VACUUM OF 10 INCHES OF MERCURY SHALL BE DRAWN. THE TIME FOR THE VACUUM TO DROP TO 9 INCHES OF MERCURY SHALL BE RECORDED, ACCEPTANCE. FOR 4 FT. DIAMETER MANHOLES SHALL BE DEFINED AS WHEN THE TIME TO DROP TO 9 INCHES OF MERCURY MEETS OR EXCEEDS THE FOLLOWING: FOR MANHOLES 5 FT. IN DIAMETER, ADD AN ADDITIONAL 15 SECONDS; FOR MANHOLES 6 FT. IN DIAMETER, ADD AN ADDITIONAL 34 SECONDS TO THE TIME REQUIREMENTS FOR FOUR FOOT DIAMETER MANHOLES. 3. LOW-PRESSURE AIR TEST OF PIPE LINES - TESTED PER ASTM STANDARD F-1417 PLUG ALL OPENINGS IN THE TEST SECTION. ADD AIR UNTIL THE INTERNAL PRESSURE OF THE LINE IS RAISED TO APPROXIMATELY 4.0 PSI. AFTER THIS PRESSURE IS REACHED, ALLOW THE PRESSURE TO STABILIZE. THE PRESSURE WILL NORMALLY DROP AS THE AIR TEMPERATURE STABILIZES. THIS USUALLY TAKES 2 TO 5 MIN. DEPENDING ON THE PIPE SIZE. THE PRESSURE MAY BE REDUCED TO 3.5 PSI BEFORE STARTING THE TEST. WHEN THE PRESSURE HAS STABILIZED AND IS AT OR ABOVE THE STARTING TEST PRESSURE OF 3.5 PSI, START THE TEST. IF THE PRESSURE DROPS MORE THAN 1.0 PSI DURING THE TEST TIME, THE LINE IS PRESUMED TO HAVE FAILED THE TEST. IF A 1.0 -PSI DROP DOES NOT OCCUR WITHIN THE TEST TIME, THE LINE HAS PASSED THE TEST. TEST TIMES ARE FOR A 1.0 PSI PRESSURE DROP FROM 3.5 TO 2.5 PSI, IF THE SECTION OF LINE TO BE TESTED INCLUDES MORE THAN ONE PIPE SIZE, CALCULATE THE TEST TIME FOR EACH SIZE AND ADD THE TEST TIMES TO ARRIVE AT THE TOTAL TEST TIME FOR THE SECTION. MINIMUM TEST TIMES FOR VARIOUS PIPE SIZES IN INCHES ARE AS FOLLOWS: SIZE TIME INCHES MIN./100 FT. UPTOS 1.2 10 1.5 12 1.8 4. DEFLECTION TESTING OF PIPES - IN ACCORDANCE WITH THE TEN STATES "RECOMMENDED STANDARDS FOR WASTEWATER FACILITIES - SECTION 33.85" -LATEST EDITION. A. DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE PIPE. THE TEST SHALL BE CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 34 DAYS TO PERMIT STABILIZATION OF THE SOIL -PIPE SYSTEM. e. NO PIPE SHALL EXCEED A DEFLECTION OF 5 PERCENT. IF DEFLECTION EXCEEDS 5 PERCENT, THE PIPE SHALL BE EXCAVATED. REPLACEMENT OR CORRECTION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH REQUIREMENTS IN THE APPROVED SPECIFICATIONS. C. THE RIGID BALL OR MANDREL USED FOR THE DEFLECTION TEST SHALL HAVE A DIAMETER NOT LESS THAN 95 PERCENT OF THE BASE INSIDE DIAMETER OR AVERAGE INSIDE DIAMETER OF THE PIPE DEPENDING ON WHICH IS SPECIFIED IN THE ASTM SPECIFICATION, INCLUDING THE APPENDIX, TO WHICH THE PIPE IS MANUFACTURED, THE TEST SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES. SANITARY SEWER NOTES: 1. ALL WORK TO BE DONE IN ACCORDANCE WITH THE CODE OF THE TOWN OF YORKTOWN AND THE REGULATIONS OF THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH, 2. SANITARY MANHOLESICLEANOUT MANHOLES SHALL BE PRECAST CONCRETE. 3. ALL WORK SHALL BE MANUFACTURED IN ACCORDANCE WITH APPROVED STANDARDS AND SHALL BE SPACED A MAXIMUM DISTANCE OF 300' ON STRAIGHT RUNS AND INSTALLED AT EVERY CHANGE IN ALIGNMENT, MANHOLE POSITIONING SHALL BE AS TO PREVENT THE ENTRANCE OF SURFACE WATER DURING STORMS. MANHOLE RIMS ARE TO BE WATER TIGHT IN AREAS SUBJECT TO POSSIBLE FLOODING CONDITIONS. 4. ALL BUILDING LATERALS TO BE INSTALLED BY PLUMBERS, LICENSED IN THE TOWN OF YORKTOWN ACCORDING TO THE REQUIREMENTS OF THE TOWN OF YORKTOWN. 5. SANITARY SEWER CONSTRUCTION SHALL MEET ALL SEWER CONSTRUCTION SPECIFICATIONS FOR THE TOWN OF YORKTOWN. 6. THE TOWN ENGINEER SHALL BE NOTIFIED 48 HOURS PRIOR TO THE START OF ANY WORK. 7. A CODE 53 SHALL BE CALLED BEFORE THE START OF ANY EXCAVATION WORK. 8_ A STREET OPENING PERMIT SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO ANY WORK BEING STARTED IN PUBLIC ROADS. 9. ALL SEWERS SHALL BE LAID AT LEAST 10 FT HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. IN CASES WHERE IT IS IMPRACTICAL_ TO MAINTAIN A 14 FOOT SEPARATION, THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS, IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER. 10. MANHOLE STEPS SHAH BE CAST IRON NEENA H N0. R -1981-D OR CAMPBELL FOUNDRY N0.2588-1 OR POLYPROPYLENE COATED STEEL (SEE SPECIFICATIONS) OR APPROVED EQUAL. 11. UNLESS OTHERWISE SPECIFIED, SANITARY SEWER MANHOLES SHALL HAVE THE LETTERS "SEWER" CAST ON THE COVER. 12. MANHOLE COVERS AND STRUCTURES SHALL MEET OR EXCEED A.S.T.M. AND O.S.H.A. REQUIREMENTS AND MUST BE RATED FOR H-20 LOADING. MANHOLES MUST BE MIN. 48" DIAMETER. 13. ALL SANITARY STRUCTURES SHALL RECEIVE 2 MIL COATS OF BITUMINOUS MATERIAL "INERTOL NO. 49" KOPPERS SUPPER SERVICE BLACK OR APPROVED EQUAL. APPLIED IN ACCORDANCE WITH MANUFACTURE'S SPECIFICATIONS, 14. O-RING JOINTS TO CONFORM TO A.S.T.M. DESIGNATION C-443 LATEST REVISION. JOINTS TO BE MORTARED INSIDE AND OUT USING NON -SHRINKING MORTAR. 15, PRE -CAST MANHOLE SECTIONS TO BE IN ACCORDANCE WITH "PRE -CAST REINFORCED CONCRETE MANHOLE SECTIONS" A.S.T.M. DESIGNATION 0478, LATEST REVISION, MINIMUM COMPRESSIVE STRENGTH TO BE 4004 P_S,L 22. WHERE SEWER MAIN IS TO BE INSTALLED 10' DEEP OR GREATER, PVC SDR -26 SHALL BE USED. 16, WHEN SEWER IS TO BE INSTALLED IN FILL MATERIAL, THE SUPPORTING FILL IS TO BE COMPACTED TO MINIMUM STANDARD PROCTOR DENSITY OF 95%, AND SHALL BE CERTIFIED TO THE TOWN. 17. WATER MAINS CROSSING HOUSE SEWERS, STORM SEWERS OR SANITARY SEWERS SHALL BE LAID TO PROVIDE A VERTICAL SEPARATION OF A MINIMUM OF 18" BETWEEN THE BOTTOM OF WATER MAIN AND TOP OF SEWER. IN ADDITION, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT EXCESSIVE DEFLECTION OF THE JOINTS AND THE SEWER SETTLING AND BREAKING THE WATER MAIN. IN ADDITION THE LENGTH OF WATER PIPE IS TO BE CENTERED AT THE POINT OF CROSSING SO THAT THE JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE SEWER. NO WATER MAIN SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART or A SEWER OR SEWER MANHOLE. 18. MANHOLES AND SANITARY SEWER LINES SHALL BE TESTED TO CONFORM WITH WESTCHESTER COUNTY DEPARTMENT OF HEALTH RULES AND REGULATIONS AND AS PER SANITARY SEWER TESTING NOTES BELOW. 19, THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH SHALL BE PROVIDED A 48 HOUR NOTICE PRIOR TO THE TESTING OF THE INSTALLED UTILITIES TO ALLOW WITNESSING OF TESTING BY THE DEPARTMENT. 20. ALL INSTALLATIONS AND TESTING SHALL BE IN ACCORDANCE WITH ASTM STANDARDS F-1417, C-1244 AND THE TEN STATES STANDARDS, LATEST VERSION. WCHD NOTES: 1. UPON COMPLETION AND PRIOR USE, TWO SETS OF AS -BUILT PLAINS MUST BE SUBMITTED ALONG WITH P. E. CERTIFICATION OF CONSTRUCTION AND ACCEPTABLE RESULTS OF AIR OR WATER TESTING OF SEWER AND MANHOLES. 2. WCHD MUST NE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO ANY LEAKAGE TEST. APPROVED Resolution Number 2- 2-1 Date a Q S SAFE DIG Before You Dig, Drill or Blast! CALLUS TOLL FRES M or "90-9624082 NYIndustda3 Code Rule 759 "Imles no less Than two wdrlikl9 AByS TIM", bol not mons than ten days notice, vnrw.dipsafelynewyork.00m C7 .a d (i F - Z H Z 0 U Z �a W i� G 1- i C c ti] o : .4 rn 1U) 4LI 1-. ` CN TA ■ ❑ U 'T b ' 0 wEq ,i N * N! W rl Q{f 0 6 W ir 1 c r t��lJ ea � -4t 5 J a v py -51 ds sores w � LIG 0 U d � CJ a� Q z LL=LLU a o M C4 N LA o �x P4 in fl El � 0 Q 'C , C .2 U v f.� r5 c� µ' p� n 4Q mQ4 E oa 2U o E! 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TIERED SHEET METAL BASE COVER 6.00' 12' 7ga 39:0 30.8 25:621 114' 7311Z'$gLPRG.1CTtON OfiSR5Ti13.7 6.00' 13' 7ga 37.4 29-5 24-6 tl] r� a A2 131)6SQSTLI4.7 6.00' 14' 7ga 35.1 27-6 22:5 N 314• x 18- GALVANIZED STEEL 13136SQST1.I5-7 6.00' 15' 7ga 30.7 24-0 19.1 ANCHOR BOLT ser 8D6SQSTL16.7 6.00° 16, 7ga 26.2 203 16.8 BD6SQSTL177 6.00' 17' 7ga 24.2 19.1 15.5 B0680STL18-7 6.60" 18' 4a 22-1 17-5 14-2 �r.'�.or=•avrrciac� ALUMINUM POLES i } 80654512.186 8.00" 12' .188 '12-4 9-8 8.0 BD660S13.188 6.00' 13' .188 9-3 7.4' 6.0" mss Ka 81)65Q514.188 8.00" 14' .188 7;8 6.2' - Material: B66SQS15.188 6.00" 15 .188 7-8 6.2' Steel poles - 7 gauge, round corner, rectangular shaft (ASTM-ASaO Grade B, 42,000 PSI minimum yield) with one flush -welded vertical seam- Shaft is welded to a 314" Flat 806=16A88 6.00` 16' 188 7-0 5.5' steel (ASTM -361572-50) anchor base with reinforcement brackets. 6065QS17.t88 6.00' 17' .188 7.0 5.5' - O C!� Aluminum poles - 0-188" wall, sharp comer, extruded 6061-T6 aluminum. Shaft is BO65QS18-188 6.00' 78' 188 82 welded to a heavy-duty A356 cast aluminum anchor base- Note: (") For use with Sequoia Series PA10003-1 single arm only. a T^ Mounting. Four (4) provided anchor belts are 314" x 18". Anchor bolts• nuts and washers are hot -dipped galvanized steel- Specialized 2 -piece squareltiered base cover provided- CL a~ Access: SBaC6FW (Decorative, Tiered 2 -piece Bolt Cover, 13-112" x 21-114") Poles are provided with a hand hale opening and cover. For steel poles, hand hole cover is cast aluminum and secured with a single button -head screw. For aluminum 0 poles, hand hole cover is a flat plate and secures with two (2) button -head screws - (Tamper -proof screws are an option.) fl6 Grounding: GF115 (15 Amp GFCI receptacle outlet) s A 5116-18 ground screw is integrated to inner wall of shaft, 180" to hand hole, GF120 (20 Amp GFCI receptacle outlet); Pole Height: GFI-WPI] (20 Amp GFCI receptacle with Weather Proof in -use cover) Maximum pole length is 18 feet. TP {Tamper Proof screws] Accessories: All GFCI receptacles and other accessories are optional. AAte��++T� ■ ED Y.1 V ka-galutlon dumber 25 - 21 Finish-- Se ucia 99 An intensive five-step cleansing and pretreatment process for maximum paint t adhesion- A polyester powder -coat high quality finish is electro -statically applied consult Factory for additional paint charges and availability, and baked at 430' for exceptional durability and color retention. Pole base coat is #8011 bronze, then a hand -treatment of wet black to simulate wood grain, then 01110 O powder coated matte clear. Tiered Base Cover is #73 matte black, 0 t_n 0 2023 ANP Lighting 1°. Spec sheets are for general purposes only. Mol all options are compat1-800-548-3227 Irl - consult faclary. Due to praduci P4 c 1 Improvements. ANP reserves the right to make minor changes which do not affect the product's overall performance or appearance. R ANPfightirt�.cofl'! w � SAFE DIG Before You Dig, Drill or Blast! +, CALL us TELL FREE u 811 or 1-809- ro less -306 ^ 0 6 NY ]nduslrfal C9de Rule 753 requires r10 less 4] Jj U . e 5 than two working days ,dice, but mi mora pian tan days notice. coo www.digseralrmewyork.00nt SITE LOCATION MAP N.T.S. GENERAL CONSTRUCTION SEQUENCE: 1. INSTALL NEIN WET WELL AN D VALVE VAULT 2. INSTALL NEIN CONDUITS FROM WET WELL TO BUILDING 3. INSTALL NEIN CONTROL PANELS AND AUTOMATIC TRANSFER SWITCH 4. INSTALL NEIN PUMPS AND FLOATS IN WET WELL 5. INSTALL NEW DOGHOUSE MANHOLE ON EXISTING SERVICE LINE, NOT TO BE OPENED UNTIL SERVICE IS READY 6. INSTALL NEVA FORCE MAIN PIPING, PLUG CONNECTION POINT TO EXISTING FORCE MAIN 7. PRESSURE TEST FORCE MAIN FROM VALVE VAULT TO NEW CONNECTION POINT 8. PRESSURE TEST PIPE FROM MANHOLE TO WET WELL 9. OPEN DOGHOUSE MANHOLE TO CONNECT NEW SERVICE 10. CONNECT NEW FORCE MAIN, A PUMP TRUCK IS TO BE ON STANDBY DURING DISCONNECT AND CONNECT LL Z D a W J W 440 0+00 0+50 PROFILE VIEW VERT. SCALE: 1" 2 HORIZ. SCALE: 1" = 10 NOTES: 1, CONTRACTOR SHALL VERIFY POWER AND SIGNAL REQUIREMENTS WITH MANUFACTURER AND COORDINATE INSTALLATION. PRIMARY AND EMERGENCY POWER SHALL BE CONNECTED TO EXISTING SOURCE. ALARM DIALER SHALL BE INTERCONNECTED WITH EXISTING SYSTEM. ANY MODIFICATIONS TO EXISTING SWITCH GEAR AND/OR ALARM DIALER SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. AT NO TIME SHALL THE CONTRACTOR INTERRUPT EXISTING PUMP STATION OPERATIONS. IN THE EVENT A TEMPORARY SHUT -DOWN IS REQUIRED, IT SHALL ONLY BE PERMITTED AT THE APPROVAL OF THE TOWN WITH A MINIMUM 72 HOURS NOTICE. 2. PUMP CONTROL PANEL AS MANUFACTURED BY KEEN PUMP OR APPROVED EQUAL. 3. PRECAST CONCRETE WET WELL AS MANUFACTURED BY MONARCH PRECAST CONCRETE OR APPROVED EQUAL. 4. CONTRACTOR SHALL COORDINATE INSTALLATION OF COMPONENTS WITH VARIOUS MANUFACTURERS AND VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD. 5. CONTROL PANEL SHALL OPERATE ON 460 V, 3 PHASE, 60 HZ SERVICE. ENCLOSURE SHALL BE NEMA 4X FIBERGLASS WITH STAINLESS STEEL LOCKABLE LATCHES. 6. COMPONENTS SHALL INCLUDE ALL LISTED ON THESE PLANS AND WITHIN THE SPECIFICATIONS OR AS REQUIRED FOR A COMPLETE AND OPERABLE SYSTEM. 7. PUMPS SHALL ALTERNATE SUCH THAT THE LEAD PUMP ON THE FIRST CYCLE BECOMES THE LAG PUMP ON THE NEXT CYCLE. 8. FORCE MAIN SHALL DISCHARGE AT EXISTING FORCE MAIN AS INDICATED ON THE PLAN. 9. PUMP STATION SHALL BE SECURED WITHIN A 6 FT HIGH CHAIN LINK FENCE ENCLOSURE. FENCE SHALL HAVE AN 8 FT WIDE LOCKING GATE. 10. THE CONTRACTOR SHALL PROVIDE THE OWNER AND TOWN WITH A SEQUENCE OF CONSTRUCTION. 11. ALL WORK SHALL BE COMPLETE AND TESTED BEFORE THE SWITCH OVER SHALL TAKE PLACE. ANY TEMPORARY SHUT DOWNS WILL BE COORDINATED WITH TOWN SEWER DEPARTMENT. IF NECESSARY THE CONTRACTOR SHALL HAVE A SEWAGE PUMP TRUCK AVAILABLE TO EVACUATE ANY BUILDUP IN THE CURRENT INET WELL. 12. THE CONTRACTOR SHALL PROVIDE A SHEETING AND BRACING DESIGN SIGNED AND SEALED BY A NYS LICENSED PROFESSIONAL ENGINEER. 13. REFER TO STANDARD SANITARY SEWER NOTES PROVIDED ON SHEET C--305. NOTE: 1, THIS IS NOTA SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEEN TAKEN FROM SURVEY MAP PREPARED BY DYNAMIC SURVEY, LLC., DATED 02115122, LAST REVISED 02127125. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. i ]NNECT TO EXISTING DIP FORCE MAIN ' FORCE MAIN p co gr 0+82.99 EXISTING EDGE OF PAVEMENT PROPOSED SEWER DOGHOUSE MANHOLE _ RIM.: 429.98' -I-NV. IN: 425.93' INV. OUT: 425.83' EXISTING 8" PVC SEINER MAID\ 0+ -- r PROPOSED 8" \ PVC SDR -35 SEWER PIPE L= 10.0' S= 2.0°I0- r I I l� - -- PROPOSED 7' MONARCH PRECAST ` ------- ---- f- CONCRETE WET WELL INV. IN: 425.6^3-- PROPOSED BUILDINGS i +y f . � I i E � . (7 EXISTING PUMP STATION AND PROPOSEDIMPROVEMENTS 11\ - OVERALL SITE PLAN SCALE: 1 "'=100r - EXHAUST PIPE AUDIBLE/ VISW ELECTRIC METE 48"x48" MECHAI LOUVER REPLACE PROP, REPLACE FENCI ENCLOSURE CONNECT TO EXISTING 31' DIP FORCE MAIN W145° SWEEP EXISTING PUMP WETWELL AND PIPING TO BE ABANDONED IN PLACE PROPOSED 3" DIP FORCE MAI UE UE PROPOSED 6' HIGH GATED---/ CHAIN LINK SECURITY -- FENCE W1 GATE -- ' - -- PROPOSED 6`x8' - - EXIST NG BUILDING - MONARCH PRE( AST__ CONCRETE VALVE VAUILT--- SITE PLAN SCALE: 'I =5 - - CONTROL BUILDING ELEVATIONS N.T.S. DX PLYWOOD DD GREY STAIN } ALL ROTTED PLYWOOD OR FRAMING TO BE REPLACED WITH NEW LUMBER EQUIVALENT IN SIZE REPLACE EXISTING ROOF WI NEW 40 YEAR FIBERGLASS SHINGLES. COLOR TO BE DETERMINED BY THE TOWN REPLACE EXISTING FASCIA AND SOFFIT IN KIND WITHAZEK 'VC OR EQUAL BLOCK SHALL BE POWER WASHED WHERE REQUIRED RE -POINT EXISTING CEMENT JOINTS TING SPLIT FACE BLOCK . PACK LIGHT FIXTURES ACE EXISTING DOORS .K SHALL BE POWER WASHED WHERE REQUIRED DINT EXISTING CEMENT JOINTS APMO ED Resolution Number 25 - 2- 1 Date 1--0- -1 SAFE DIG Before You Dig, Drill or Blast! CALL Us TOLL FREE 611 of 1.900-962.7962 NY Industrial Cade Rule 7S3 repulras no less Ihan Iwo waking days notloe. hu[ not orae than fan days -Ml a. www-dlgsa}elyn ewyork-com c 00 s i rn N f [ f LqE w 0 a I !!3 QQ (7� i o M (D CA M 01::�I~"zT� � a � a Le0 D a v to a no V) N X04 ��N Uj X «- 0) y a GIA Ci DJC S z _44 SIG ti Q U s~ b a� Q .4 v o �N3W.t Wim❑ v❑� o � QA UA�Qa,�xeti � ❑ o A >n'�""'r,4, N N C -V N N N N '� r-0- r•r, '� �ri v: r= Q kn � N z �' o LD W (,0:) �-o W \ W W � Q Q c� � w � o � w W 0 Q Q v 0 0 C-401 PUMP STATION MATERIALS LIST PRECAST WETWELL 1- T-0" Inside diameter x 17'-6" overall high precast concrete wetwell which includes 8" thick walls, 10" thick top and 12" thick x 7" extended bottom slab, interior and exterior coatings, interior fillet/hopper, 2" butyl joint sealant (double row), Halliday 36" x 42" standard duty aluminum hatch with safety grate cast into top slab, (1) 8" Kar -N -Sea l inlet gasket cast into side of wetwell, (1) 4" PVC Sch 80 coupling cast in for vent, (4) flexible rubber gaskets per ASTM 0923 specifications installed for 2" electrical conduit penetrations, Sulzer lift out systems with upper guide rail brackets. Heaviest pick 27,004 pounds. WetwelI to include the following: (2) 1.00" 304 Stainless steel guide rails (2) 3" Class 53 Ductile iron vertical discharge pipes and flanged fittings, All flanged connections to have 304 SS nuts and bolts. (2) Flanged coupling adapters with 5S hardware (4) 3" Pipe couplings, for interconnecting pipe between wet well and valve vault (2) Horizontal 344 Stainless steel discharge pipe supports 3" Sch. 40 PVC pipe and fittings from valve vault into the wet well (1) 3" Duckbill check valve for drain from valve chamber, pipe to extend 2' down the wall, with valve mounted at the end (1) 4" PVC Sch. 80 and fittings for vent pipe supplied (1) 304 SS Float bracket (3) 2" Electrical PVC conduits for pump power cables, pressure transducer cable and back up float cables PRECAST VALVE CHAMBER 1-- 6'-0" Inside width x 8'0" inside length x 5'0" inside bottom precast concrete valve chamber which includes 8" thick top, 6" thick wails, and 8" thick x 6" extended bottom slab, 1-1/2" butyl joint sealant double row, Haliday 48" x 48" aluminum hatch with safety grate cast into top slab, (1) 4" PVC Sch 80 coupling cast in far 4" Sch. 80 PVC vent, Three 3" flexible rubber gaskets per ASTM 0923 specifications installed for 3" DICL pipe penetrations, One 2" flexible rubber gaskets cast in for 2" PVC conduits for the flow meter, Hatiiday aluminum ladder with safety extension. Weight of heaviest piece, 25,000 pounds. Valve chamber to include the fallowing valves, flow meter and appurtenances: All DIOL piping to be 3" Class 53 flanged pipe, All flanged fittings to have 304 SS nuts and bolts. (2) 3" Cast iron FL x FL check valves with weight and lever (4) 3" Cast i ron FL x FL pl ug valves (1y 3" At" min um cam/groove bypass fitting with dust cap, for emergency by-pass connection (2) Pressure gauges with shut off valves (0-50 PSI) (5) Stainless steel pipe supports, for vertical restraint, S- 89 Stand -On Pipe supports (1) Khrone 3" flow meter (rated for submersion) with 75' of cable, Transmitter to be installed inside or adjacent to pump control panel (1) 4" Flange coupling adapter with SS Hardware (1) 4"' Sch. 80 PVC Vent pipe (1) 2" PVC Electrical conduit for flow meter power and signal cable, from valve vault to pump control panel SUBMERSIBLE SEWAGE PUMPS 2 - Sulzer Model Model XFP80C-CB1 A-PE3514 Contrablock impelLer explosion proof submersible sewage pumps with 4.7H P, 208 volt, 3 phase, 1750 rpm motor. Pump shall Have 3" ANSI discharge, silicon carbide upper and lower seals, moisture sensor/over temp feature, trimmed impeller to meet a design condition of 100 GPM @ 40' TD and 40' of power and moisture sensor cord. Pumps shall be supplied with (2) lengths of X"stainless steel lifting chains and shackles PUMP CONTROL PANEL 1- Duplex control panel with NEMA 3R stainless steel enclosure for five (5) float operation and the following items mounted, wired and tested: 1 -Alternator 1- Control breaker 2 - Adjustable seal relays 1- High water alarm breaker 1 - Audible /visual alarm with test and silence button 1 - Flashing amber alarm light 2 -- Elapsed time meters 2 - Pump fail lights 2 - Pump seal fail lights 2 - Pump operation selector switch (HOA) 1- Item dry contacts for signals from cellular system 1- Listing UL698 (Intrinsically safe relays) 1- Mission 850 monitoring unit supplied, installed, programmed and includes 3 years of cellular service. Unit to monitor the following but not limited to: ■ High level alarm Low level alarm ■ Lag pump run • Pump 1 Fail - Over temperature/moisture sensor ■ Pump 2 Fail - Over temperature/moisture sensor • Pump 1 Starts • Pump 2 Starts ■ Pump 1 Runtimes • Pump 2 Runtimes ■ Pump 1 current (running amps) LEVELCONTROLS 5 - Mechanical float switches with 50' of cable for secondary back up level control with float cable rack CATERPILLAR NATURAL GAS GENERATOR AND AUTO TRANSFER SWITCH 1 - Natural gas generator model rated 45kw/5kva, 120/208 volt, 3 phase, 60Hz with the following equipment and accessories: Item - UL 2200 Listed and labeled 1- Permanent magnet alternator 1- Cooling system with unit mounted radiator 1- Engine jacket water heater, 1500 -Watt, 120V 1- Electronic isochronous governor 1- Battery charge, 10 -amp auto float/equalize 1-12 Volt engine starting batteries with batter rack and cables 1- Steel sound enclosure with internally mounted silencer (6Sdb(A) @ 23' in a free field environment 1- APM402 Digital controller, NFPA 110 level 1 w/run relay, 2 In/5 out 1/0 module, common Fault relay 1- Unit mounted main circuit breaker:150 amp, 3P, 80% rated with thermal magnetic trip 1- Remote alarm annunciator (shipped loose) 1- Remote emergency stop button (shipped loose) 1-Flexiblefuel line (shipped loose) 1- Initial antifreeze and lubrication oil 1 -Standard transition, automatic transfer switch, 150 amp, 240 volt, 3 pole, 3 phase, NEMA 1 solid neutral NOTE: f. THIS IS NOTA SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEEN TAKEN FROM SURVEY MAP PREPARED BY DYNAMIC SURVEY, LLC., DATED 02/15/22, LAST REVISED 62127125, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. 45kW PROPANE GAS - FUELED GENERATOR EXHAUST SHROUD - a i r GENERATOR EXHAUST MECHANICAL EXHAUST — FANLOUVER 1 "C TO TRANSFER SWITCH - WC TO TRANSFER SWiTCH- TRANSFER SWITCH CON ED LINE BLOCK HEATER POWER BATTERY CHARGER 2kW HEATER I I I I .a II II - - - -- I I LINE PANEL I l C 4#14�_ GFI 1 --DISCONNECT OVERHEAD LIGHT FIXTURE, TYP. METER 17'-0" EXISTING MECHANICAL INTAKE - NEW AUDIO VISUAL ALARM LOUVER TO BE REPLACED TOP (3) 2" CONDUITS INVERT STEEL INTERMEDIATE BRACKET STEEL LIFT CHAINS---,— JOINTS HAINSJOINTS SEALED WITH--\ 1 1" BUTYL SEALANT 8" INLET PIPE INVERT: 424.25' 1 INDEPENDENT HIGH LEVEL ALARM FLOAT INVERT: 424.00' HIGH LEVEL ALARM FLOAT— INVERT: 424.00' LAG PUMP ON FLOAT INVERT: 423.50' LEAD PUMP ON FLOAT INVERT: 422.50' TRANSDUCER BOTTOM: 418.25' a CV OUTSIDE BOTTOM PRECAST CONCRETE HOPPER 3" CL -52 DIP FOR E?-GFI @ 24"A.F.F_ ELECTRICAL CONNECTIONS \_�DISCHARGE LINE FUTURE HOSE BIB � / . i AWWO 2" CONDUIT 4" PVC SCH80 COUPLING CAST IN DOORS e r FOR VENT, VENT BY OTHERS FLOWMETER--\- d 1C4#14 [ PUMP CONTROL PANEL - 3" DIP DISCHARGE MONITORING PANEL ` ®® - 3" PVC SCH40 DRAIN 3" DIP DISCHARGE CL 4 ! - 4 d 48"x48" ALUMINUM HATCH, 3" FLANGED CHECK VALVES CAST IN TOP SLAB TY PRESSURE GAUGES (0-50 PSI) W1 BALL VALVES ALUMINUM LADDER wl SAFE EXTENSION 3" FLANGED PLUG VALVES 3" ALUMINUM CAM/GROOVE MALE ADAPTER w! DUST CAP FOR BYPASS SCHEMATIC LAYOUT N.T.S. 1011 4 v 4 a 4 qd a d a d 4 d STEEL DISCHARGE BRACKET C d 'a (2) 3" DIP DISCHARGES ELEV. d n a 3" PVC SCH40 DRAIN d e INVERT e e a L FLEXIBLE RUBBER GASKETS PER ASTM C923 SPECIFICATIONS a INSTALLED FOR PIPE PENETRATIONS 4 a a a a ° 2" DUCKBILL CHECK VALVE d d ° e a a 3" DIP DISCHARGE PIPING d C ° (2) 3" SUBMERSIBLE CHOPPER PUMP a PUMP OFF ELEVATION: 421.00' 4 (2) 3" BASE ELBOW/LIFT OUTS a C d d e n d a n ° ° $ ° ❑ 44 d v S n 4 4 ❑ n 7' DIA 9.5' DIA SECTION VIEW WET WELL SECTION N.T.S. 'L3" C. 8 #2 PUMP POWER " C. SPARE 2" C. 10114 SEAL FAIL /OVER TEMP 1" C FOR LEVEL TRANSDUCER WIRING (MANUFACTURER SUPPLIED CABLE) 1" C. 5#14 FOR FLOAT WIRING JOINTS SEALED WITH 1 1" BUTYL SEALANT 7811 3" PVC SCH40 DRAIN PIPE W/ SUMP PIT -4" PVC SCH80 COUPLING CAST IN FOR VENT, VENT BY OTHERS a, e " 8" INLET PIPE 36"x48" ALUMINUM HATCH, CAST IN TOP SLAB (3) 2" CONDUIT 811 4 d c d ❑ L FLEXIBLE RUBBER GASKETS PER ASTM 0923 4 SPECIFICATIONS INSTALLED FOR PIPE PENETRATIONS C Q O 1111 F11 Mill 3" DIP F.M. — � 61r � d 4 ° v ° 4 d d d ° STEEL PIPE SUPPORTS ANCHORED TO FLOOR r� 81 x 81 10'x81 NOTES: — PRECAST CONCRETE VAULT CONFORMS TO ASTM C857 & C858 SPECIFICATIONS AND IS RATED FOR HS -20 LOADING — (1) COAT COAL TAR EPDXY APPLIED TO EXTERIOR WALLS — (2) COATS WHITE EPDXY COATING APPLIED TO INTERIOR SURFACES VALVE PIT SECTION N.T.S% PLAN VIEW — WET WELL SURFACE VIEW N.T.S. PLAN VIEW -• VALVE VAULT SAFE DIG Before You Dig, Drill or Blast! CALL 06 TnU FPEE 911 or 1-80x962-7962 NY Indusldal Code Pule 753 requires no less Than Ago wzftg days notice. tKa nol more lhan ten days audit-. wwW.di Wolynewyn*xom ■ a= f M N � r f C) a I I i i Q QQ n • (b c� a 0 o C 00 +� N w w in cq P, �n a z LU Ir (0 Q Lu ti -Tor -_ a a- 5 L'qz El a U ✓i o « ' rs a as d 0 0 .� .E V1 �i rn c .N �a3v3.p� CJ to �Q Q 0.1 r^ v U M v C, [J A ❑Q MDD W ❑ �u1 '�' c n � o cd UL1Z4r�a U. 2a E: rv������� N N N N N[ 1 N a Aarwc�aCN1� a� CyNN 4'7 �0i� :n �NMdv D[� 2 I J"N T, V1 i' --i W r a v cu �--��0 W w w V1 W 0 0 00 0 a 0 0 a H cu tt Un C-402