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HomeMy WebLinkAboutUnderhill Farms - Signed Amended Site Plan 20261 See °"rb1edMe 11� . as MRV in 1954 1 I Ridge... Jdnup(Y Z5, I office en 15 1 � i I I I I 'i i a 0 Multi -Use Development Known As Underhill Farms 310 Underhill Avenue Proposed By: Unicorn Contracting �a y M a - o �l 1 v. � o► � r Id Farm �enVer Conference r?n� tuber 21, 1979 es Map No i -.00, r.w�� I 0 OWNER I Applicant: Unicorn Contacting Corp. 10 Julia Lane, Suite 103 Cold Spring, NY 10516 845-809.5969 PROJECT ATTORNEY: Mark W. Blanchard Blanchard & Wilson, LLC, 235 Main Street, Suite 330 White Plains, NY 10601 914.461.0280 PROJECT ENGINEER: Joseph C. Riina, P.E. Site Design Consultants 251 F Underhill Avenue Yorktown Heights, NY 10598 914-962.4488 III TRAFFIC ENGINEER: Phillip J. Grealy, Ph.D., RE, I Colliers Engineering & design II �I 400 Columbus Avenue I Suite 180E Valhalla, NY 10595 I I°z 914-347-4700 a CRA IT 471.67 "PI(.CE)=469.12 6 I — _ D GM TROP WE (SW1,4 64 v I I I► CROP "trf OPENING INV51481 INV. 18" CNP (SW2):512.41 INV 18' CMP (SJ:51326 INV. 15' CMP (511:5125 INV. 15" CW (NE):000LON'i ME E I � I CATCH BASIN p :OtA1E524 �S P(SW)= 8 cArcw BAN INy"CPP(NE 20.421� WA IS 525 4 ,d INV I2"CPP(N)=523 F ' p / GRAM A'CH 8A Ggp7E;; :5 5 OR0.°INfEVV 18 .15 P(S 4.10 CPSNING"V512t IiV 5" -5 INV 18" CMP (Nj ANO / MH DRAINAGE RIM:48391 "Pr CP7 eCv(sW7=nal ° �6\I t0 �Ip01G� / EPlY O t/ / 7 I cj d r V 6 So ° � I V 9 CATCH BAS" CRA IS 4737 6 i � INV 1P RCP(SW}-488.72 G % INV 24' RCP(ST)=468.06 INV. IB' PE(NW)=46818 ��-MH SANITARY / RIM: 47852 1 \ INV 10'CIA V(NE)=470,27 ��VJJ INV. I0'QAE(sW)=47NJJ 0 0 � MX OR B 1287 4/ INV 15' CUP Wf=50517 / INV 15" CMP( =50514 MH ORANACE RIM51209 INV. 15" CMP( INV. 15"CMP() 0874 15" CMP(E - 9.07 IN IS"CMP(N 0789 APP1110YO MH SANITARY on the 2 a of Marr.{, ,202jo RIM:513,46 Plan Ing rd, Town of Yorktown, NY ` INVVCIAY(NE)-0867 by Nu ber_2�g;_-�/„I_ BASIN GRAre512.87 7 IBV 15' CMP(NE 0947 Ping Board Chairman '( =51432 �j "V 15" CN }51082 Da Ec 1 C TCH B 9 CRAff:524]I "V 15" CNP( =519 cprc� f O` 1 � PROJECT ARCHITECT: Chris Lessard, AIA Lessard Design Inc,, PC 8125 Leesburgh Pike Vienna, VA 22182 571-830.1800 ENVIRONMENTAL CONSULTANT: Steven Marino, PWS Tim Miller Associates, Inc, 10 North Street Cold Spring, NY 10516 845-265-4400 CULTURAL RESOURCES CONSULTANT: Beth Selig Hudson Cultural Services Box 264 Salt Point, NY 12578 845.465-3698 LANDSCAPE ARCHITECT: Earl Govern, AIA Blades & Govern, Landscape Architects Box 1851 Fairfield, Ct 06825 203-254-8530 SURVEYOR: Glen Watson, LrS. Badey & Watson Surveying & Engineering 3063 Route 9 Cold Spring, NY 10516 845.265-9216 Date: January 27, 2026 LOCATION MAP NOTTOSCALE , V 1 1 1 1 1 1 1 11 11 1 II I I I L� t1iq 's9m�4s I t;i 'tI1A m `/ Sj��MH <"t SANII elM:g� 8' PL(Y)=4,a° ys A ffAfcH BASN a ) /GRAIE067 / ) Ospos W PL(SE)=469.22 � srPp PiNa A %� CA T01 BARN 01472J7 INV. 24' RCP(SV=46& 72 INV. 24' RCP(SE)=46&05 INV.. 18' R(NW)=4028 MN SANITARY o Rw:47&52 1 INV. 10' GLAY(NC)=47027 gF$ Pao/ INV. 10.0A 54=47033 TO 0 NH / ANDH✓ MH 0RAINACE � RM:4azs1 INV. 24' RCP(NE)-477.70 \ / INV. 24' RCr SW -47&19 Q U PARKING SCHEDULE SITE DATA: OWNER/ DEVELOPER: UNICORN CONTRACTING DIMENSIONAL REGULATIONS: 10 JULIA LANE MINIMUM SIZE OF LOT: COLD SPRING, NY, 10516 PROJECT LOCATION: 370 UNDERHILL AVE FLOOR AREA (WITH PUBLIC SEWERS) YORKTOWN, NY, 10516 EXISTING TOWN ZONING: R140, RESIDENTIALDESCRIPTION PROPOSED USE: PLANNED DEVELOPMENT DISTRICT TOWN TAX MAP DATA: SECTION 48.06, BLOCK 1, LOT 30 SITE AREA: 13.78 ACRES (600,459 SF) SEWAGE FACILITIES: PUBLIC SEWERS WATER FACILITIES: PUBLIC WATER FACILITIES BULK ZONE REQUIREMENTS: ZONINGDISTRICT: EXISTING: R140 RESIDENTIAU PROPOSED: YORKTOWN HEIGHTS PLANNED DESIGN DISTRICT OVERLAY ZONE DIMENSIONAL REGULATIONS: 46 -2 BEDROOM UNITS @ 1,050 SF MINIMUM SIZE OF LOT: 600,459 SFJ CONDO BUILDING (32 UNITS): 13.78 ACRES FLOOR AREA (WITH PUBLIC SEWERS) 18 -2 BEDROOM UNITS @ 21000 SF 12 UNITSIACRE 12 - 2 BEDROOM UNITS @ 1,400 SF 10 UNITSIACRE 20-4 BEDROOM UNITS @ 21966 SF 9 UNITSIACRE 28-3 BEDROOM UNITS @ 21150 SF MINIMUM LOT DEPTH: 510 FT. MINIMUM YARD DIMENSIONS': PRINCIPAL BUILDING: FRONT YARD SETBACK: 52.5 FT. REAR YARD SETBACK: 20 FT. ONE SIDE YARD SETBACK 26.9 FT, COMBINED SIDE YARD SETBACK: 130.2 FT. MAXIMUM HEIGHT. PRINCIPAL BUILDING - FEET: 40 FT MAX MAXIMUM USABLE FLOOR AREA: + + + + MAXIMUM % OF LOT TO BE OCCUPIED: BUILDING COVERAGE': 20.3% MAXIMUM ROAD FRONTAGE: ++++++++ DISTANCE BETWEEN MAIN WALLS 32.5 FT. OF BUILDINGS 102 SPACES DISTANCE BETWEEN END WALLS OF 30 FT. BUILDINGS WITH WINDOWS DISTANCE BETWEEN WALLS IN ANY 30 FT OTHER CASE ++++ MAXIMUM LENGTH OF ANY BUILDING 250 FT, DISTANCE OF PARKING TO 5 FT PROPERTY LINE ++++ AT LEAST 400 SQUARE FEET OF USABLE OPEN SPACE IS 8,000 SQ FT PROVIDED ON THE SITE FOR EACH DWELLING UNIT FOR PLAY 33 SPACES AREA AND OTHER OUTDOOR LIVING USES. THE DEVELOPER + + SHALL PROVIDE A SUITABLY IMPROVED PLAYGROUNDIPLAY 65,000 SF AREA. EACH SUCH PLAYGROUNDIPLAY AREA SHALL HAVE A MINIMUM AREA OF 1,200 SQUARE FEET AND A MAXIMUM rorn� DISTANCE OF 1,000 FEET FROM THE UNITS TO BE SERVED. IN ADDITION TO THE ABOVE, THE DEVELOPER SHALL ALSO SET ASIDE 10°Ao OF THE SITE FOR THE PROVISION OF PARK AND/OR + + + + RECREATIONAL FACILITIES. IF THE PROVISION OF SUCH 5,500 SQ FT COMM. FACILITIES IS IMPRACTICAL BECAUSE OF THE PARTICULAR 28 SPACES LAYOUT OF THE DEVELOPMENT OR FOR OTHER REASONS, A 651000 SF RECREATION FEE OF $4,000 PER UNIT SHALL BE SUBMITTED 11500 SQ FT PATRON PRIOR TO APPROVAL OF THE APPLICATION. 30 SPACES THE PLANNED DEVELOPMENT DISTRICT ALLOWS FOR UP TO A 601/o REDUCTION IN THE REQUIREMENTS OF THE UNDERLYING ZONE. F.A.R CALCULATION BASIS: TOTAL LOTAREA: 600,459 SF ALLOWABLE F.A.R. = 0.55 PROVIDED F.A.R. 144 DWELLING UNITS APARTMENTS: 99,415 GSF CONDO FLATS: 54,800 SF UPHILL TOWNHOUSE: 59,320 SF DOWNHILL TOWNHOUSE: 771000 SF TOTAL: 290,535 SF TOTAL F.A.R. = 290,5351600,459 = 0.48 < 0.55 NOT INCLUDED IN F.A.R. EXISTING BUILDING: 8,000 SF NEW RETAIL SPACE: 11,D00 SF BUILDING UNITS: APARTMENT BUILDING (68 UNITS): 16 -1 BEDROOM UNITS @ 750 SF REQUIREMENT: 46 -2 BEDROOM UNITS @ 1,050 SF PROVIDED: 6-3 BEDROOM UNITS @ 1,280 SF CONDO BUILDING (32 UNITS): 2.1 BEDROOM UNITS @ 1,000 SF C 18 -2 BEDROOM UNITS @ 21000 SF 96 GARAGE SPACES 12 - 2 BEDROOM UNITS @ 1,400 SF TOWNHOUSES (48 UNITS): 20-4 BEDROOM UNITS @ 21966 SF 2 SPACES I UNIT 28-3 BEDROOM UNITS @ 21150 SF TOTAL NUMBER OF DWELLING UNITS 148 APPROVED Resolution Number )4 -ol Date 3 12 120,w I USE: UNITS ISOFr: REQUIREMENT: REQUIRED: PROVIDED: LEGEND O F C N 96 GARAGE SPACES TOWNHOMES 48 UNITS 2 SPACES I UNIT 96 SPACES 96 DRIVEWAY SPACES 35 INSIDE SPACES + + + + CONDOMINIUM BLDG 32 UNITS 1.5 SPACES I UNIT 48SPACES 13 OUTSIDE SPACES + + + + 3" 3 TANDEM SPACES + + + + a k 54 INSIDE SPACES ++++++++ APARTMENTS 68 UNITS 1.5 SPACES IUNIT 102 SPACES 53 OUTSIDE SPACES + + + + zou s ++++ ++++ MIXED-USE COMM. 8,000 SQ FT 4 SPACES 111000 SQ FT 33 SPACES 33 SPACES + + U rorn� x:2 + + + + 5,500 SQ FT COMM. 4 SPACES 11,000 SO FT 28 SPACES + + + + MANSION RE -USE 11500 SQ FT PATRON 1 SPACE 150' FT 30 SPACES 55 SPACES + + + 40.G N G +++ 500 SQ FT PREP 1 SPACE 1100 SQ FT 5 SPACES NOTE: 20% REDUCTION FOR OVERLAPPING USES, ADDITIONAL OFFSITE PARKING PROVIDED ON ADJACENT PROPERTIES WITHIN 500 FT GRATER THAN SPACES DEFICIT. 0 25 50 100 SCALE: 1"z50'-9' •J O N O N U U 0 a N 00 In h4 L < o O F C N " 0 TT� w W 00 A� VN00 •` Ca N 0 3" 0 a k q • 0 �wto 0 C zou s U rorn� x:2 rod w 40.G N 13 Belo a You Dig, DOor Blast! NOTE: C-101 MWWW*dM�Wkm � f. THIS IS NOTA SURVEY ALL SURVEY INFORMATION SHOWN ON THIS PIAN NAS BEEN TAKEN FROM SURVEY MAP PREPARED BY BADEY AND WATSON, BATED 06112211. THE ���� PARKING DESIGNATION KEY MAP ENGINEER ASSUMES NO RESPONS181NTY FOR ITS ACCURACY. 3 z 0 0 k M 0 0 0 C 3 0 h4 o < o o F N Y N N 7 m TT� w W A� > x zou s x:2 rod 40.G G WWF t U°1iNN 0�owv zxo[ ¢ C, v� :— U0 0� ENVM�� Y a FroDo'Go 0 pCC yO �y�J�NU 0�0 000 a WQvvvvv d vUan aaaa N N1111 NNNNN NNN "'tm as oco NNVV ^NN 7 NNNNNNt�m vi �Dh WO�o..Nt%i MM1t Belo a You Dig, DOor Blast! NOTE: C-101 MWWW*dM�Wkm � f. THIS IS NOTA SURVEY ALL SURVEY INFORMATION SHOWN ON THIS PIAN NAS BEEN TAKEN FROM SURVEY MAP PREPARED BY BADEY AND WATSON, BATED 06112211. THE ���� PARKING DESIGNATION KEY MAP ENGINEER ASSUMES NO RESPONS181NTY FOR ITS ACCURACY. 3 z 0 0 k M 0 0 0 C 3 0 h4 o < o o F a N Belo a You Dig, DOor Blast! NOTE: C-101 MWWW*dM�Wkm � f. THIS IS NOTA SURVEY ALL SURVEY INFORMATION SHOWN ON THIS PIAN NAS BEEN TAKEN FROM SURVEY MAP PREPARED BY BADEY AND WATSON, BATED 06112211. THE ���� PARKING DESIGNATION KEY MAP ENGINEER ASSUMES NO RESPONS181NTY FOR ITS ACCURACY. 3 z 0 0 k M 0 0 0 C 3 0 h4 o ✓ a� a H F4 m TT� w W A� Belo a You Dig, DOor Blast! NOTE: C-101 MWWW*dM�Wkm � f. THIS IS NOTA SURVEY ALL SURVEY INFORMATION SHOWN ON THIS PIAN NAS BEEN TAKEN FROM SURVEY MAP PREPARED BY BADEY AND WATSON, BATED 06112211. THE ���� PARKING DESIGNATION KEY MAP ENGINEER ASSUMES NO RESPONS181NTY FOR ITS ACCURACY. 3 z 0 0 k M 0 0 0 C 3 0 " ection N0 County clerks I I I ICI I- I 1 See moP entitle the WesfchesterMop No 8822 I I I I 1 " filed in 1954 Os I- I I I I I- 1 I \ I� \ P 1 Ridge... January 25, ' - I I I II \ ; I I� \ 1 Q office on - mo, NOW I wasdom dot Ow, r I ) Do ® X 11 i' I 1 1 u-, p I/ \ L PROPOSED ASPHALT DRIVEWAY 90; WITH BELGIUM BLOCK CURB. I mm I ® \ DETAIL R -2) 41C I 111 I a PROPOSED CONCRETE I MOUNTABLE CURB.$ .43 1> II ® a P`�° tI OSCAPED $as I ? 4 IZ I I ISIAND I =� b b g I � X55 22'WIDE ASPHALT ROAD. - I � ae I I �a0 I oi- it a� I; I PROPOSED PAVER PATIO ANDIOR DECK I n of 0) 0 v y r ZZ.. Q1 v I 11 � :) ww I 00 off$ 2 2 1 s b I 74 I o / I 2,. 0 �t 0 "/ 00^ I ` �/ DROP OFF LOCATION I I w Farm Inc...., p8102 Conference I Beaver � PROPOSED 6'VINYLPRIVACY FENCE �° \ for filbert �dn0 Ne' REENTER 1 I m repored November 21, 16" CONCRETECURB(TYP.) SENIp THIS PRO U,I 1. ' 1� � nnertyP on Novem J IN0 P rOF I I 0 D go; PROPOSED 5' HIGH RETAINING WALL 27 SPACES AVAILABLE FOR I as PROPOSED RETAINING WALL (TYP.)�ounI I I I See moP n entitled `ester lb y USEBYTHESENIORCENTER / au P°m IRa I the Wes(ch o r „m o asp I filed CONCRETESIDEWALK(TYP.) 8 4.a 11 Ib I 13 9 IV SALARY PROPOSED RETAINING WA LL(TYR) I p � No r I ° x45314 I J f9> 4as A C I sPAGEs WV &'n(E 453.14 a $e I I W d c o m 11 N iD 3 o m $$a - 00 PROPOSED GENERATOR - Iz � gi a I 103 ( i CC S°° u 260 r Noes I 1 3 1 x 1 $$$ T gl 3, 1 E J I I N I 1 I E I nRTM I� I I TISPACe, APP FFELE476.00' 11 ash 1 II p POO I R FL ELEV:. / III 1 1 W Ih I 1 I 27 /VIP I D ��AstotPV GA I a 00.1 I 1� Iml SA iARY 12 mom IN 87 �e m N U+ 1 �SD $q"p 6 _ U 0' '1 i © V (Y)=44&82 as N .M$Q I m / o ACE I N O h Q Ia 1 I I .$ m L i � / 13T+WLIEI•I I 1,5� ISI � � �• 0 m N � ° m I aP; I SRAC� V II LL_ I I a 7 �• ® I )W "s= IL I N ' I II m I I ww mm$ II I I I I Q i 1 I J O 2 Z LL0 a °'P r I I II I I I I DOMINIUM BUILDING• m W LL / 0 7 Eo ° G 0 ; u I ��N FFELEV.:498.0 - F I I i CES I I GFELEV.:486.OI IIII II j20SPACR3 I asPA r V wQ Ini I It I I III I I II II II II I lu L' Pr 0) I I II I II II I jl I II II I I II r, i r - j I / Qaan' V ° I N Irogglcu I I r �I.iANX PROPOSED 13'X a 11.5' IRRIGATION 6" CONCRETE CURB (TYP.) PUMP HOUSE �� RAII d gga AG s PROPOSED 1 STORY I I JTcM BASIN 1 I a0 ^$8p0 1,985 SFADDITION fATE450.96 u0 ePA S � I -`.�'� IN✓. 11' ( ,� a ccxc.vla ® YjAH� I✓/�11 �,iJ 1 I � ♦, QNB PROPOSED °� /r ♦ ca ansa 113 e N , K, ♦ 0 117.451# S' v PATIO ` / I . t6' PW 1 P�'0 ,OSP /� mO r//f YY♦ m m Rr U// U �' PROPOSED ; 1 0 r RETAINING ii $ �D• q NpERHI� WALL a yr VI'avgxF=424.20 I I w •,.,+. !1.'1' % ala S11NVu �a ° a /IN¢I'IXAY(s)=454.97 I Eo 14.....,.,.1.. HO •,. WOO 111111+1111111 I 411.1.111..1.1. l 1 an mm PROPOSED PLAZA TO BE d 72.M «< 1. 111111111. iii. BUILT AS PART OF PHASE 2 I 1.11.1111111111. % // p�0 m ..1.1111111111{ l / p8 11111.1..11.111 LL° I / 1 . . . . . Mir.......... 11111ii 1 +11111111 1111+ ! 1 I n .....i1... 1111# 111..1.,111.111 moT ♦....i 1111#111{ `` d 111111111114114 �A �u mmm 1111111111 i 111 rTr �t 111.411+1.1.1{# / / �1• / I ZZ aw }{IIII++1.11{{+ / 14141.114411141 Eo Sg8 C 1. 11.{.♦...♦1.{ l (fjY,.,�/�J % d . 1 1 . } 1.11 1 4 . } + # / F •• , /�:'ffl !1:47167 4 7 m bs - ..............1 5 I 111{11.{.{+1+i. 'W PL(SF}-�G9.11' J °" m r +i 1+1 ++.i+i +'+4++4++++1++{ I sy }, ' ,4SPAGES , / \ I 1 $ ZO +.,...1.#..,1., /4t jj go, _ 'i 1 1'i 1+++# 1++{#{# # +{#'#'1'. I� ` // 1 li: 1% 1i}{f 11114+4{14 1 as quq y /♦ i`t+i{1+11{##41. (\'1• °C i,2 1++...{+{11.1 i. 1 ,' �- MN SMtlrANY .4.i##ii{t1ii11 ,11121:466.36 #}Ii I+t i i a i 1♦,� \� l A INV. ID' W JSK} 5555 \ OPEN SPACE EASEMENT. /% Wv la u sw}awsz 1 / 6" CONCRETE CURBTYP. yla if «I.Ii1 \ , t l ,B, 412 ( ) is ..1i 1'i i \\\ \\\ \ I / / / �;I Y s + 559 9p I 1 QMA n° G'C< ' ° f y PROPOSED 110 21 HIGH 0. e 1 CATCH wu $$$ 'i #IIII 1� I \ \ / 15 MA/E472.37 WERAND / I RETAININGWALL 1 , . , , \ I INV 14' RC V)=46&76 HB •' • • • •' \ MITIGATION\I � \ I / 'I / WV. 24'R[WSE)=46&06 \\ \\ AREA \ / I INV I8-PLINO-028 as 1 PROPOSED6"CURB 1 ALONG GLENROCKI �� / r" / I / MH saMraRr \I STREET I atss5 �,\\ V / I / AN. 47952 a INV. 10' CLAY(NE)--47927 I 1 #+1+#+++++++`I :ii' /� INV. RV CLAY* -470.33 OR0.° INIE7 FIE PAD / I •::: I 1111..+#+#++11#1 :) :• J• SKI467 I ., {,{1{1111..... (BWj/ / \ .11 ++IIII 111. 11! ••,r,('U'1.: •+. r.,i{e1.r1.. 1. (ma�yy / } . I . i 1 , r « ! t ♦ ... e I i:;:;:jii! . 7"� / / I 1,{ i+ 4} 4 1 1 1 1 1 1 1 1 I i:'ir: 'A'.': • X. / I 4 1 4 1 1 4. 1 l I I R 1 f 11 1 '•I:::' '::" .m:�''+vI' 1i+1}4ii 111111111 : +.�. � 1 . # . + # { t . e . ♦ +. ♦ . 1 �•�::�• ii7.�`X'»:.T' / / OVER MH / 1 � a / 1 t 1 1 + 1 + 1 + + 1 1 + 1 1 +1 '7 `:% .;.%A'" � AND 9NO INLET / MH GRAIN b v ..111#.+..1.1... s$ & ? /+++++I++++' I+++++' M / HIM,243 R EMERGENCY ACCESS EASEMENT. CC. #.f if 111111/ / + + 4 + . ♦ 1 1 1 1 ♦ / / INV 14' RCP(NE}-47Z 10 \ 1 1 1 1/ / / / / INV 24' RCP(*47&19 O 1 RA SW g'B 1++ '41+1 t 1. CRA ' 94 I `/ /USI 41!+1.1 i i WV. 2' =52086 $$ P< '4 4 4 4 1 acme L 1 I / / / 050773 15' CMP(NF)=50#.95 / 1 1 - IMCYPS ))=504.18 1 I CMP(S)=504.4 1 PROPOSED ENTRANCE PILLARS, 740'KT xa It I / DR INlfI / 0.°wNIG IN 21461 INV, IN CMP (587:2): 1121 I/ INV. IB'CMP (5)s 16 / / 1 INV IS. CMP (287.1):51 56 WV 15' WP (NF):CWIDNT MFA / MH pR 8 WV. 15' cwSW) 505.17 WV. 15, WIN} 14 MM DRAWAGE 1 1 CATQf RASW ' Mv.11209 CWAIE524,WV 1500 / ` INV I5 -D(SW rCMP(SE)= Wv. 15'Gb 561.21 INV. Is'CMa(E)= .7 CAM/ GRAIE3 M 00, ` WV. 16' fPP(N)- 18 ` 8 bw WARY 5576 r NOTE: WV. ID' 11AY(NF)-5a& 1. THIS ISNOTA SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PIAN HAS BEEN ` GRA IT 612587 CARR DAAV \ \ � 1171211:511.87 TARN FROM SURVEY MAP PREPARED BY BADEY AND WATSON, DATED 06112120 THE CARR GRAre511To ` �` NV. 15""E)=509.4 ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. I 15' A11s .25/ WV t&' x)=5 .32 INV 15 cMP(sF)=s 1 - 4.10 MET NI 2. EASEMENT ACROSS THE FULL PROPERTY BOUNDARY HAS BEEN GRANTED TOTHE Inv 'CPP 192 CPENWG 87V517as �IE D 8 TORN OF YORKTOWN FOR ACCESS AND MAINTENANCE OF ALL PUBLIC UNLRIES. � WM t&'aP (NF):5111 s INV. 754 CMP(N INIlI.9s UNAUTHORIZED ALTERATION OR ADDRIONS TO THIS DRAWING AVIOLATION OF SECTION 7209OF THENEWY RK ATE EDU 71 NIAW. APPROVED Resolution Number 4 -01 Date3�za2_b NA� X uO N ro F' 0 1 pN 0 3 0 x 0 20 40 80 0 0 0 0 3 SCALE:1"-40'-0" F -WE DIG Before You Dig, Drill or Blast! uuosiwMan°la 2722 0 N _102 � miwmwwaaemmyremw.ss 00 � m"at�*etinm�.wmbre �nxn"mm� dgskMrexWRmm N 0 N N 1'. U m Ir,,TL� W 1I�\1 11 0 3 0 x 0 20 40 80 0 0 0 0 3 SCALE:1"-40'-0" F -WE DIG Before You Dig, Drill or Blast! uuosiwMan°la 2722 0 N _102 � miwmwwaaemmyremw.ss 00 � m"at�*etinm�.wmbre �nxn"mm� dgskMrexWRmm V\I 1 1 I 11 \ \ 1 I Iii I \\ \ 11 11 II 11 11 1 II II CI 1 1 I t I j l 1 1 1 1 1 1 1 I ICI �I\111\ I III I I II II II I I I I I 1 1\ I III I I I I I I 4\\ 111 11 II 11 /// 1 1 1 II I I I I III it \ \t l I I I l I l i II I I 3 \ I III 1 III \ \ 11 I I I I I I) • \ 111 11 I IIII 11 I I \ / /' I.1► I NSA � / —m I I I I I III I will y It / IIII I I 3 � / I I I ) IIII II I I I f i l l � 11 I III l i l 1 I II II II i I NII III II II II I I III 111 IIII IIS I �f1ii II j i i l 11 1111 11 , � I IIS I I jI �jl I \ sf I\\\yj � j1 1\ I II Ill j \111 I I I I I III 1 1 I I IIII 1h,lll I l i I i i 1111111'1 I S I I I X11 �! 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I If { /III III 11N11 II IIII IIII I I I I i Xc Inc...., \\r\ I I \I I I1 \ �sl NTry ) 1I I I °� 111 I I� I IIII N 'C 9192 I ,I I I I' I I I a NI III) Ill 1 111 IIIIIII I I I II II \ rt e veD e�� 1 IN, \ a°Q I N I I I \' • I �9/VIO1(`)1 1II�1'P 1`;I I I I II I III I I I IIII 111111 I Illlj II ��` erg, {979 °� mh)IIIV I I I"� II'I�( II^ SII III IIIIIII III I rorty IIN111 °III I 11 IIIIII v) on pfP 1 �? II1'ol' 11 till IIIIII 1111\ 11j11 A�I�l clerks e l q / 1, q m (d I I ^ I IIII 1 1 1 0 entitled s �ounfy q I I R6G� 11 I� I I I' gryI 11 I I I 'I I'° II II 1 1 1 1 Sed m_ P ��sfc�ester / CC ,.' 47� j\, ML« \I ` 1° o aH t o I I °.. / _i // I \11 I r l I I ° R 10, \ Ill I I III\ filed n fpe I b 14k I SII 11 I 1 75s r i_ . N /v l S�If°I{ql IIIIII \\\11111 ��/D \ I /r -�,— %'=;dm° 1 l 11111II/I I I r"IIF/I II ill h II IIIIII Illli� d \ I _ / o —i,' w °I I° / 'I I I 1 I I /,� Structure Table Structure Name Structure Details RIM=514.98 SUMP =501.74 C&5 C&3 TO C&518" 01NV IN=508.88 CB TO 08515" 01NV IN = 511.12 CB TO C&718' 01NV OUT = 508.74 RIM =5D6.00 C6 7 SUMP=498.78 C&5 TO C8.7 78' 01NV IN = 499.79 C&7 TO C&8 24' 01NV OUT = 499.78 RIM=505.64 SUMP=496.93 CBS C&7 TO CB824'0INV IN=498.84 C&9 TO CB81F0 INV IN = 498 09 CB8TO C&1030'0INV OUT =497.93 RIM=509.00 C&10 SUMP=495.25 CH TO C&10 30'0 INV IN = 496.56 C&10 TO DMM F 0 INV OUT = 49626 RIM=511.22 CMH -1 SUMP=493.69 CS 10 TO DMH -130" 01 NV IN = 494.96 DMH 1 TO ES8570 INV OUT =494.69 RIM =524.62 C&33 SUMP =520.26 CB -32 TO CB -3315'O INV IN = 521.26 C&33 TO IX4 t5`0 INV OUT= 521.51 RIM =51779 DD -7 SUMP =503.86 CB -31 TODD-130"0INV IN=512.29 DO -1 TO ES 130' 0 INV OUT = 512.04 RIM =526.51 C&7 SUMP=51901 D&1 TO C&215' 0 INV OUT = 520.01 RIM=527.19 CB2 SUMP=518.06 C&1 TO C&215"0INV IN=519.52 C&2 TOC&3,8'0INV OUT =51906 RIM=521,99 SUMP =516.34 C&3 CBTO CB-318"0INV IN=517.54 CB-0TO CB315"01NV IN=51839 CB -3 TO C&518"0 INV OUT = 517.34 RIM=548.59 CB 27 SUMP =543.23 C&27 TO C&2818' 0 INV OUT = 544.23 RIM=545.07 SUMP =537.49 C&28 CB -27 TO CB -281800 INV IN=538.74 IX -7 TO C&2815" OINV IN= 538.74 CB -28 TO CB2918'0INV OUT=538.49 RIM=541.09 SUMP=535.16 CB29 C& 28 TO CB 2918'0 INV IN=536.73 EX -2 TO C&2915° 01NV IN = 536.13 C&29 TO C&3018° 01NV OUT = 536.16 RIM=531.26 SUMP =52508 CB 30 CB-29TO CB3018' 0INV IN=526.33 EX -3 TO CB3015' 01NV IN = 526.33 C&30 TO C&3124'0 INV OUT = 526.08 RIM=524.48 SUMP=513.38 C&31 C&30TOC&3124'0INV IN=516.69 0&31 TO C&3224" 01NVOUT=516.69 C&31 TO D&130' 0INV OUT =514.44 RIM =522.12 CB -32 SUMP=516.51 CB 31 TO C&3224' 0INV IN=517.51 C& 32 TO CB 33 IF 0INV OUT =518.75 RIM=535.91 041 SUMP=529.49 DI -1 TO D42IFO I VOUT =530.49 RIM =528.48 D42 SUMP=520.42 DM TO 042,5' 01NVIN=522.17 0 42 TO D 4315' 01 NV OUT = 521.42 RIM=518.11 DI 3 SUMP =506.24 D42 TO DW 15'0INV IN=511.17 DI -3 TO CB,915' 0INV OUT = 507.24 RIM =506.64 CB 9 SUMP=498.02 043 TO C&915" 01NV IN = 500.88 C&9 TO CH 75" 01NV OUT =499.02 RIM=497.00 DI -6 SUMP=492.75 DI -6 TO C&1215' 01NV OUT =493.75 RIM=496.96 SUMP -49112 C&12 DIB TO CB -121510 INV IN -492.37 C&12 TO C& 1115' 0 INV IN= 492.25 CB12 TO C&1315' 01NV OUT = 492.12 RIM=48849 SUMP =483.96 CB 13 CB -12 TO 0&13151 0INV IN -48554 C&14 TO CB -1315' 01NV IN = 48432 CB -13 TO C&1524"0INV OUT =484.07 RIM =48257 SUMP =473.47 C&15 CB-13TOMI524"0INV IN=478.75 CB -15 TO C& 1618`0 INV IN = 478.94 DMH -3 TO C&1518`0 INV IN = 475.00 C&15 TODIM 124"0INV OUT =474.97 RIM=51239 ES -1 SUMP -'+?? Do I TO ES-13T0INV IN=509.17 RIM=545.96 EX -1 SUMP =540.93 EX -1 TO CB -2815' 01NV OUT =541.60 RIM=542.22 EX -2 SUMP=536.87 EX -2 TO C&2915' 0 INV OUT = 537.87 RIM=53200 EX -3 SUMP =52604 IX3 TO 3&30 IT 0 INV OUT = 527.64 RIM=525.67 EX -4 SUMP=521.47 0&33 TO IX -415" 01NV IN = 522.47 RIM=511.10 DIVA SUMP=506.55 D14 TO DI -515' 01NV OUT = 507.55 RIM=497.98 DI5 SUMP=492.56 D14 TO DI.515' 01NV I N = 493.81 DI -5 TO DMH315" 01NV OUT =493.56 RIM=484.66 DM11-3 SUMP=476.36 045 TO DMH -315" 01 NV IN = 480.34 DIAM TO C&1518"0 INV OUT =477.36 RIM=47503 C&26 SUMP=470.55 TRENCH DRAINS" 01NV IN=471.60 C&26 TO NYLOPLAST 15' 0 INV OUT =471.55 RIM=486.60 CH -21 SUMP =482.24 C&21 TO DMH515' 01MVOur =483.24 RIM =488.48 DMH -5 SUMP =481.49 C&21 TO DMH515" 0111TVIN=482.74 DMH -5 TO C&2215" 0 IMV Our = 482.49 RIM=488.fi0 C322 SUMP=480.13 DMH -5 TO C&2215" 01NV IN = 481.13 CB 22 TO CB -2315'0 INV OUT =481.13 Structure Table Structure Name Structure Details tructure Name RIM =52652 SM11-1 SUMP =520.25 C&24 Pipe -(96) 8" 01NV OUT = 521.50 CL -i3 RIM=521.60 SMH-2 SUMP=513.93 CL -14 TO CL -131 TO O INV IN = 504.42 Pipe -(96) T 01NV IN = 514.18 0: Frye -(97) T01NVOUT =513.93 C&17 RIM =515.80 SMH3 SUMP =509.17 U Pipe - (M T 01FTV IN = 509.42 CB, 18 Pipe -(98) VOINV OUT =509.17 � RIM=51021 SMH6 SUMP=507.61 HIM =497.03 Ppe - (100) 8' 01NV OUT = 507.61 CL -11 RIM =508.99 CB 19 SUMP =505.91 SMH5 Ppe - (109) 8' 01NV IN = 506.11 zr4 Pipe - (99) 8" 01NV OUT = 505.93 RIM=496.75 RIM =506.36 CB.„ SUMP=498.98 SMH4 Pipe -(98)8"0INV IN=500.50 %0-(99) 8' 0 iw IN=500.50 Pipe -(101) FO INV OUT = 499.02 C814 RIM =496.09 SMH-7 SUMP =485.60 Pipe - (101) 8" 0 INV IN = 485.62 CB -16 Pipe - (102) 8" 0 INV OUT = 485.62 ccU RIM=491.05 Pipe -(155)12"0INV Our =495.26 SUMP=480.75 SMNdO Pipe. (104) 8" 01NV IN =480.77 m �Wy b Pipe -(15) 8" 01NV OUT = 480.77 SUMP =7" RIM=491.02 ON SUMP=510.74 SM11-9SUMP=481.15 Pipe- (103) 8' 01NV IN =481.15 Q N m Pipe - (104) 8' 01NV OUT = 481.15 Ay' RIM=489.90 BYPASSM2 SUMP =482.68 SMHA Pipe -(102) 8' 0INV IN=482.68 N P0-(103) 8' 01NV OUT =482.68 RIM =48628 51.41.11 SUMP =474.81 C&23 Pipe Pipe -(15) FO INV IN = 478.77 CL -2 Pp-(16)8"01NVCUT=478.77 RIM =478.52 EXSMIi SUMP=470.33 BYPASS81 Pipe - (16) 8`0 INV IN = 470.33 Structure Table Structure Name Structure Details tructure Name RIM=476.09 SUMP =469.72 C&24 CB-23TOCB 24 151 0 INV IN=472.13 CL -i3 CB -25 TO C&2415" 01NV IN = 470.86 w F CB -24 TO DMH61a' 01NV OUT =470.72 CL -14 TO CL -131 TO O INV IN = 504.42 RIM =477.89 0: SUMP =472.20 C&17 C&75 TO C&172e 0 INV IN=473.20 RIM=516.10 C&17 TOC&1824" 0 INV OUT = 473.20 U RIM =475.85 CB, 18 SUMP=471.03 � CBI7TOC&1824' 0INV IN=472.03 0 C&18 TO CB 19 24' 01NV OUT = 472 03 HIM =497.03 RIM=474.75 CL -11 SUMP=470.75 CB 19 C&18TOC&1924' 01NVIN=470.86 x T&i TO CB-19ITO HNV IN=471.70 zr4 CB -19 TO 8PS724"01MVOUT=470.86 RIM=496.75 RIM=496.23 CB.„ SUMP=491.25 G C&12 TO C&1115" 01NV OUT = 492.37 RIM=488.97 SUMP=463.61 C814 POOL DRAIN TO C&14 I T O INV IN = 484.61 0&14 TO CB-13IF 01NV OUT 484.61 RIM=482.46 CB -16 SUMP=478.16 ccU C&15 TO C&1618" 01NV Our = 479.16 Pipe -(155)12"0INV Our =495.26 RIM=522.06 C84 SUMP=51804 m �Wy b CB4TO CM 15' 0INV Our =519.04 SUMP =7" RIM=515.00 ON SUMP=510.74 CL -0 TO CL -1 IT O INV OUT = 520.80 CH TO CB15' 01NV OUT = 511.74 Q N m RIM=475.81 Ay' SUMP =468.32 BYPASSM2 DMH8TO BP4224"0INV IN=469.50 CLA BPI TO DD -3 24" 01NV OUT = 469.32 N BP112 TO DMH -12 24" 0INV OUT = 470.32 RIM =481.78 SUMP =474.81 C&23 C&22 TO C&2315" 01 NV IN = 476.89 CL -2 CB23 TO C&24IT O INV OUT =475.81 RIM=474.81 r7 SUMP=469.32 BYPASS81 C& 19 TO BPY124' 0INV IN=470.70 CL -2 TO CL -31 TO I IN OUT = 516.55 BPBI TO DD -224' 01NV OUT =470.67 BPdt TO DMH-732C0INV Our =470.32 RIM=475.22 DD -2 SUMP =463.02 N BPM1 TO D0.224, 01NV IN=470.20 CL -2 TO CL81 T O INV IN = 500.24 DD -2 TO IN%L.24' 0INV OUT =468.94 RIM =476.25 SUMP =45900 DMH -6 CB -24 TO DMH518' 0INV IN=470.56 DI.7TO DMH512' 01NV IN=470.56 DM"6TO BP$224"01NVOUT =470.00 043 TO CLA IT 01NV IN = 505.40 RIM=474.50 U IIIIII / I// p1I \1I I I I // I \ I 1 ) \ / / I \ \ --\` \ 1I 1°` I I II IIII III (�/i/ J�l l l l l IIII III / / / I I I I / / 1 1 V, �- - �. �i'1 \ \ \ \ I II/ 11111111 III I1 I II I \ I I l�! / / \ r� I I 111111111\`\\\ i I�II111 IIII j 1j I Il l I��I \I I I \ i 1. ,/I / 1 11 111 pit I� \ \ \ / / / \I . 1///, I / I I 1 _ \ 1 I I I I I I _law ,�\ \1 \ \ 111 +a / -- \ *\a\ I / I/ I 11 I I 1 \\\��\�\`� \``� ��IL i Tw:519.ar� J111 / I I I i 1 / Il / // // ,J J r • \�\ Vie I I I I (I \\ i II\�\\\o I I / \iI�I BW 518.00. /111 1 1 I I I I I / // (/ \ \ 1 1 1 \E \ 1 1 l )ji> I I I I I I t /)1 1/' // II I i I \( 1 1 1 1 1 1 I q �i , // // /. / \\ I I \ \ 1 l''I 1 \\ l i l 11 III 11 III I I ! I I \X�Ossl I I / / I I / / / ' I 1 I J �l \IIIlII11i1/Il IIII 111 1 /I 1 w519.09 IIII I \ \ I I \ &J I 1 / I I I 111 I I BW 51809 I\\ 1 1 // 1 / III O'll 11111I1111111IIIIII DRAIN INLET 11 I \ I I I // Al///// I I I \ I `\\ \\ \ ,1I I I 111 \\ ° `Ip;°to ° '1\III I PROPOS DASP ALTDRIVEWAYI1111 1\\\\\ \ \\ I I I I I RIM: 5163 1 1 1 1 I\ 1 1 I 1 // I (\ \\\\ Wd8 I 1 I II U 1 zi WITH BELGIUM BLOCK CURB. I' 11, I I I \INV:513.51 I I 1 \ I / \ 1 \\\ I I 1 DETAIL (R-2) 1j\\\ 111<\r ® 1 \ 150HOPE PIPE I 1 I ( \ l I I I 1 I/// -\ \\ \\ \ \I 1 \ i/ \ \\I \\ III 11 I III '\I\ 0 II \ ��\+ a 13 lab°/I\ `\ I i 1, 1111'1 \AI.I li' 1 V♦ I SEWER SERMCE CONNOTgN .i \ T 11 ,\ � L=nr 91.9% I I � I I I 1 \ \ \_� .-. ( ( A�lI I I\ I I I I\\\ 1 1 1 /ll 1 \\ 1\ \ 1\ \ 11 I/ �\ \ I I \ I 1 I •`�"' ° \� II ws�2aarll 111\\� \ \ IIP�j � �•� if/I/IIII / I I I \ IJIII u I I -„\n 1 pt TIM. 010M I IiII�II�\\ \1\\\ 11111a11Iw$ I I 1 �\ I\ 1111 I IjIiII 'I I I / ^1 11\Ijj �III I III 1 I I \\ G \I\ \ \\ \ 1111111 11111 I I I I I I I I J IIII III II \ ''II /y 1 NI Itf ��,i�3e 6\ J a ti4oc�s11 1111111 III 111 \ '°9�1 �G B \\\\\1 1\\\ 1II�11I��I 111111 I 1 � I 1 /1 / �\\ // 1 II IIII 11111 11 I% 11 IIIII I II �a,�f` \ \ \ I 111111.111/ 11111 I I I I \' / 1 11\1 1 I I I 1111 \111 1THDPEROOFORAINCOUECTOR TW5p3 I i1 \1 1111 I 2 \ B \ lip \\I FIXE W I HO'ANOMMI DRAIN CON W8 II ��I�Ij 1111 11111\.IJ\II c&t j11�1� \ B \\ I I IIII IIII�IIIj�� Ij1\\ ex I \ IJ n o 4 + a w q V CLU 01 PWATER MAN I I 1\\ 1 I = 1�.. III I III III 11 I I I I I\ \ \LII 1 w 1 oQ uU 1 I II I 111 II\\\! \�1 \\ \ 111PROPo1s4IREMI RI 111 111 1 I \ I 1 III IIII I\ 111 IIIII \ II I 1 / B•xFTEEWINAIEVALVES III 1I I \I 1 \ I 1 1 RETAININGWALL. f l 1 a I�I111 I1 1 11 $;III III I llj jllll�l�11 III II I I I J I \\ 11 1" 111 I�� ® Orals ITw.50..ar 11 I IH pp� I\ I I°"�1 1 I I I DRNNINET I I I I sl II1i /// \ 1.1 I`oi BW531.09 1 I p I'g$ I 1 II \ RM:518.5 1 1 I vi 1\ IINv:Suas I FIREHYDRAKE(F.H1) i I W518.ar 11 IIII I \/ 1111,� M ��I cBr IIII \ \\s� \ IIIII I\\\111111 III I \ 11 IIII I\ I All -0\ '� I I I 11 \\1 111 I I I I IIII J I 1 I GATEVALVE.NZ\ a I 1 I 11 111Ij111 �I 11 I 11 /\ \\ 1 I ;251 I II I II I \ I \ II 1 IP \ Fp RAjN I 11 1 1 1111 r BE GAT h. I 11 I1I IIII a-14� 1111111 III Illi II I 1 I I I 1111 j 1 1 ILU I A°I I III 1 I\\�11111j11 mp I RIP RAP OUTLET. \ PROPOSED 770477001(1 I I sA�;III1111111111i1,1�1 RETAMING WALL 'p CBZ I .Q$61 CLEAMOUTSTRUCTURE,TYP.1 I I I I \ __-----___ 1 1 II ES -10 1 h4 II. �I B I I I I RI 1 111111111�II11 I I I IIIIII I 11 II II v INV.=463.99 OF\N Ni I ti 11.11 II I I PROPOSED IT PVC I ^11 I . ? PIPE RZ)>> I hI 111 I � TW 517.09' 1 111111 I I IIII I 1 '- 111 111 0'1W� I I I q„nl G I sM1 BW:51000'II II IIIII I IIII I I // /� f II I I v HDPE DRAINAGE PIPE. 1 I IJ 1ww s I "� P f A'I IIIIII \ I 1 II I s i�D9 11 �I11. Ipippippli ��ILL",I I B1 I W% U ,� III IIII IIIIIIIII \ I I I I % 1 1 Ilfl �9t�1 IIII I I I xAcnocAnoNOProNoouRETPIPE 1 III d I I III IIII I UNKNOWN AND WILL BE DETERMINED I S ' 1 1 BW 539.09' II I Im-7 IM I I 2'L el B I 150HDPE PIPET IIIII I \ I II WRING CONSTRUCTION AT I / IIIITRENCH DRAIN M HI7 CAST L I I ��1 III L-lasszls% IIIIIIIII \ I I I / I I II IRON GRATE. 1,91 I¢ III IIII IIII I \I 11 I ` I «< 'o1 11119 (IIIIII (111 II\1\1\\I I IIIII / I X4729 PROPOSED MIN INLET PP.) I I III 1 e I I I`;N. ( I I IIIII 11 \\ ( 1 I I 1 \ 1 II 1 I 1 II 11 CL -2 / 4 � i, 'I I II IIII l I,I,II X01 I III I I \ I II � IIIII�II���I��I���� I j I/ � x 1 I '�. I I I TW5,5.a91 I II IIII II ���� I I -rQ ggi'y�f° 1 1 I' 1 11 I / 1 1 1 fllt Illllew5oa.ar \�1i11, I III I / I $i9 a- 1 ,k< I I I I I N 1 Il PROPOSDGRAIING. I\ I IIIII ITWMO.ar 41 "5 worry/ I IIIII I I i I I I Ilj.s .11 (' 4 I Ike XiI l Ij I IIIIIIII�II I Jill jllil V\\\ \\1\\ I I I I I \ --\ r �t II I CROP a PROPOSED Ill SDR 36SEWER MAIN. ("Mt 1 ° I I ( I $$$ DI -01111 1111I1Ihl 1THDPE RDOE DRAIN COLLECTOR I I I J Ve . III I t`I JI°o,.l e 1 I 111 TW 511.00' I I )IPEWITHNYLOPUdTDRMNCLFAN I I I I I a X474. `- S MP-4fi615 I I 1 I I �rnms.ar II 1 11 II' / s.�w I B I I a a; b I VI 11118i:506.ar III aNassHOWN. IIIII // DMHd1 DETENTION OURET24"0INV IN=468.30 1 1 I I LBW 531.09 I I I 1101 a?P° I II IIIII 1 \ 1 I \ �. I I - SLNI� pRpJECii I GMI+10 *wV= DMH -11 TO DMH-702"INV OUT =467.15 I I I C&28 I CL -73 I I I IIII I I fi a I I IIII i I o tN RIM =468.47 I I I I I I I I I vl IIII113 0;11 1 e I I IIIIII 1 1 111j111 \, J 1 (I /_ aNOTP 1'' DM&11 I , /A SUMP =463.fi8 I I 1 / I 1 983 m°B 111 IIIII 1I I \. \ 1111 �1 I I e /� 4�'1 sst I pp I DMH 10 I IX -1 1 I '"" m 1 aw IIIII 1W55s.arj11 \�_ // /I 0 _�'//-•� i- F.H-5 i ' ° 13 tl I '•m DMH -11 TOOMH1024'0INV IIT=464.76 I I I I 1 °s �?``I I 1 I v \ / / > • --'" 4" DMH -10 TO ES-224'0INV OUT =464.68 I TW 537.09 a ;0V 1 fl 111 1 LBW 505.0911 �/ I I /b / �t i I 1 IBW533.ar I I1 ° se 113 I, 11 II I 1 I -Nis / ( 4799 / "i /\ . °a J 984 SMH2 $$aJ 11 111 \1111\ --' i 1 NnoPASTDRMN I ^ ' ; o RIM =476.27 I \ 1 I I I I dl r e a l l l II 11 I I\ II 1 %' /\ I PROPOSED6' CL52O.LPWATERMMN. i_' a _ a m, I ii I III ( IIII \ / v C&18 / C&19 \ D0.2 I s ` m D14 SUMP =473.67 DI-7TODMH672'01NVOUT=473.67 1 I I I ,5541.09 41.ar 1 ! 2 m° I I // fl 11 II 11 \ I I, IIIIIIIII / - - / r /•�� \ \ 1 1 I "' • ; , I Z I I mmG Ql j 1 \ �w� Lop / p MIF xuMraxr RIM =475.04 I I III I II 1 O',I°n I so I I'2<.Tly ¢ II II \ TW:508.ar11 IXW' I PROPOSED DRAIN MANHOLE _ \ _ - I` CIVERFLOWOUILETSTRLICTURE SUMP =470.07 1 I I $°•m a I t. iqI \ \909 WITH I EXISTINGWATER MAINIO BEREMOVD UPTO OVER EXISTING PIPE -/ �' / \ \+'/ BYPASSRI \ IMt/7259 ,�° INV B'PL(9i 14 0825 I I M^.536.ar I 'J (fl IR...I 34- `o .A,11 B NI \. \ \\�\ / -- - . fl .I i asa NYLOPLASTTO CB-2575"01NVIN=41707 I \ ml,ar I i1 & 1I \I$$$ r 1 1 \ \ \\\\ \/ PROPERTY UNE NEWS' CL52D.I.P MMNTO BE / --DMH-9 1 Irl I I 7 I. a II IIICQ mfl 171 \\\\'.�\}A� / INBTALLEDANDCONNECTEDTOIXISnNGAT j RIM: 483.11 0825 TO C&2415"01NVOUT=47107 J I \\\\\ ,,\q�N' \ /PROPERTY UNE. INV. INA77.55 ,--_` /�R 09 INSPOTION PORT,TYP. - E' V RIM=492.20 PROPOSED HDPE DRAINAGE PIPE. \ d ¢ I b°oa¢Z Z 1 \ \ \\\\\\�\� J X\*�Y'v \\\\�\\ _��-INV.OUT:417.39 �-\ OS, SUMP =484.94 f / /A / 3 II I \' 111 II� \�^°-1� B� at\ \^_�\ _ 'nI1, \ .m5 1W. 510Y ,. /^ \ \� \ OSI TO DMH724'0INV OUT =485.94 I 11 / j lIV II I a II >> I fl-'°";` m e I \\ \ BW. 50.09 / \ /�\\\\\ \\\\\. �^ /// "' 1 I .: „ mow ® I OUTIETPPETODIONDMM&-1077 Irak 596.99 � IIIII I I;W I °I I I I Smm B I'I ` . \ \ .s - � ,s 1 a• -B� kk PROPOSED STORM WATER DETENTION , RIM =490.24 I III 1 I L BW 533.09 I I. IIII 1110 1 IIA( $$$ � 0 �Ii1 j11 I / /.�\ \ 1\ � \ \ .8 /�/ /' 6" CL52 D.I.PWATER MAIN /' ° •'� s � " \ �.'I' \ INV 469.59 SYSIEM. 40AC6N-12361 HOPE SUMP 1 I I I I I I / ✓ //'\ \ (l ' • °t� \ \\ I I SYSTEM.... 409.59 DMH -7 I I I 1 I B �, I // I/ I /Illllllll I"\ a /�I 1111 1/� / - \\ I II 1 /►? a /) I � Drs ) \� 1 � OSI TO DMH724"01NVIN=483.49 I III / .a p as I 1 \ \ '\\ I J / / � -,. � ��w •° l \\ I / I I 11 IX 71 \\ II /\ / 31 \ 0 .'' f / j ) I I I \\\ LIZ I AossoTEDNMN. $ DMH-1T0DMH824'01NVOUT=418.89 I 1741`532.00' I I \ a \ I / I I BIM. 528.0T i 11 I z,R el 1 III a �mn 1 I I Ili 111 \111 / � j I \_`\ \ ✓\ � 1 ! / I I \ �� / 'I(F� I � RIM=483.20 I I I ''II I I pI "° mo 5 I II l / &w °s �- / -i Z SUMP=476.85 I N I 1 1 1 I'I�"a SMH3 '2.<g J II 1111 J WEl1ANOBWNDARY(TYP.) III \ 11 1 I 0� dt I i O X�, / I / Is I DEEPTESTPN�LOfCPA�TION. OMH8 DMH-7TOOMH824'OINVIN=477.85 I III I 11W:539.ar' III III CL -0 $ ' 1 B II\.. III 111, L / it. ,g �� \ I I •° / j '' // \\ Q�pG I ��\ \.,_ -. \ I ./ 1 V VI��IIII '{ III I BW.531.ar \ \ I I 1 Ila $$ ¢ 9472 I TW:502.ar I I, ,n`1JLrY'TY,gD / I a / v / DMH8TO DMH-930'0INVOUT=47785 l / I p�EN 1 / 'i 1, PROPOSEDSTORMWATERMRATOR I I I IIvi I I I BIM. 501.00? 11 far'COMTROLLED r \ /I WATER -ROOM, LOCATgNq __i R�1" QOM � \ 1 I SYSTEM SUBSURFACE INFILTRATOR RIM=483.14 I / / II $I¢p°a p° I ARE4 BOUNDARY PP)� � \ OFT HE WATER SYSTEM � � ° / :PPP E�V.:4`'�476uu' 11, I I 11129STORMTECH MF72W UNITS I DI -2 I I CB6 CB5 i I I AN I I I \ _ COMPONENTS. J FF 4 I- "71 I E%F0.TRATIO.. It4V: AKIN SUMP=47626 I 1 I I / II F.H-2 I - // .q\/' r EL�.. in Il ( -r' I ii. DMH -9 DMH8T0DMH-930"01NVIN=477.26 1_- I I I / \ ° I I JI I \ I/�I \ DMNB I C&16 / \ FL' I �/ I I k 46 II'r / IX -2. / 1 „$ ✓ I \ ` \ C&15 1 J GPR. •, / ( / I \ I k I X I ,I °sN 2. DMH -9 TO OUT 390 INV OUT 47726 �� I 1 g§. Y _. II III 1 \ I ( 492.ar 1 X4g� III >yo,. I1 BW:486.ar, 18k18'GRAIN INLET. L I RIM=475.15 e l• le -� ° I _.. , I I , I \ , I� de - /111;sar 1 ' I r.... ¢ jl 1 ¢ \11\,k II 4 l TD -1 SUMP=47138 � �^" w -DMH3 J � WATFRA200M, LOO4TIONIDPEPIPE � 1 II TW474.ar To I TO CB-19170INV OUT =47238 i 1 I .� I ¢ J I o sw.Il OFTHEWATERSYSTEM I 11 BW:473.ar �j °o;, , 1 p i9 mi 1' I 1 c&2s 1� II 1' m / JI • I j1 COMPONENTS. RIM -475.00 1 I I I I I '109 S07.ari � II11� I I ti>i i\\ J° s I \ I ,.SI�b DMH -13 SUMP=469.85 I 1 P I // „w I X60 0 r 6°O.LP FIR�EI SERMCE - a r I BP#I TO DMH -13 241 0 INV IN = 470.00 I I I I 809.526.09 I II /„LLL I \I ¢ /!g$e 1 1 \l J l y96�` 1 1 I \ o� I .' r 1 Q m " \ I I ° °p'N \ f I \ 1 \ r $ o \ I a I DEEP TEST PIT LOCATION I. DMH-13TONYLOPIAST2eOINVOUT=410.00 I I I I I I I V° I I _ P I r 0' C I 1 8 y6d° I I I 35 I I I I I \ I I WATERSERMCE \ J WATER SERMCE LINE s ° I I I I \ I TD.I.PDOMESTq� / \ PORRON OF IXISTING I (n ... Q I I k L Ill 1�1 DETENTION #1 RIM=472.10 I I I I TW:535.00 I .pa I I mop /' MI \ e / 1 I \ '1 BW. 471.09 n4 4 I I 1 e � 1 LD I . \� � 1 I I / I J w• I 1'� I ew47,.aa SUMP =468.00 I 1 1 809.528.09 pp r' p I I 491.2 s - u r e / ° I 1� I I 1 I PI 0 (I � $W` (. 11 II 0 i% 1 I Y"a II \ i' I WATERSEDERNCEC \ a tTOBE REMOVED 1M� 1 I � RIM=473.73 I III 1 I I I 1 VtGr'W,8/ i a\` II I II BUI�pIN�'II I / 4.� .,, i /r,¢l l -V, .11 SUMP= I I I / 2y° / �\ gS=Pr IB: Ie1 INIUM s F.H7 ),IP FIRE 0. I I 1 III I I I 1 $ I° 1" d B •, 1 I CpNpOM STANDPIPE I I / III \ IW I k� 1 m DMH -12 BPR TODMH-1224"0INV IN=470.13 I I I TIM 527W IIII p a*op � o I 4aa.@ONNECPON. 1 / W e / ESEFI aI / ° � ¢ l I I %pe-(72)12'OINV IN=472.45 I I I I I I Bw.523.ar' / �,' J I�^..I "/ "& Z Z1 11 B \ 1 1 VF Sva+ /',;, Ppe-(4)2C 0INVOUT=470.13 I 11 $ I' / 114779 �pp MM Elk i 6'k9x9TEE gONNECR I; '� �. I D I o J I I I I I a I I \ I GF ELEV.: &MESE Ilk oN ! / pj 1 I 11.11 I I I I I�I `I �0I e mBp fl\1 I I 1 I I I I � I DNtH7 9813 cATEvuvE �NppPIP� L�.a'vcor+Aw.l 1 I �. B I I RIM =492.21 I I I 631 I ICD 4 11 I1 «"5 r) a (/ - s7 CpNNEGR v 'DOWNPIPE \ I I I I II ES8 SUMP=?n 1111 1 1 Tufs2sa9I I / iI 1\- s I I I I I I I .. I, ("� I I 11.11 I �% I OVERFLOW OIIRETSIRUCNRE \ DMH-, TO ES83T0 INV IN=489.00 I I �a I r'/ e ^'e - .5 1 1 I Il k ,., I I I BN':521ar I I 11 I I I 1 I 1 1 ➢ SMHB i I p..m � 1.+T 1 INJ:4T2.50' t. RIM =501.97 1111 1 I I I I I s ! �IiII1lmmIll l IIII • °a Lfl I\y�. I I I (efl DMH -2 SU2ITOINVI 111 I 1 Twmo.ar `/I,, CL -9 TO DMH-21T01M/IN=496.91 I I BW.524.ar1 I I 1 \ \ \ • : '�- x 3 ':/\ \ - ` • \a I J t 014 "T 9&26 1 Nl \ �,. 1` DMH -2 TO ES612"01MVOUT 496.97 I I I I ,a ">m ro / - V />., \\ Y- \\\\\ •''/d I I I 1 e$\ \ y «< U 04.E 1 I a C&12- SEWERSERVCE. \ \ \\ -1 I I I I I I 1 1 I I>\\ �\) I gym \\ I I 114 I e R \\ 1 IIIII N ° O\' a CL -it u 0 SMH7 /� // \ m " RIM -49977 I I IIII I I TOT 527.00' I 1 1 /r1�4a\ i 0 r, _ ES -6 SUMP-??? / I I I BW:523.00'; I I / °\ 1\I J p / 934 CL52 D.IPWATER MAIN.... \/ y / \ .1 DMH -2 TO ES812"01Ml IIT=496.65 / I 1111 I I I I 11111 I \\\ 11 �yS &11 1 N X49 -- _/ X sB / IIII \ 1THDPEPIPE, B SOMP475.92 466.86 / IIIII I 1 I Ink 525.09 0 1 e$=e"se-' C&7 `.'1' 5• ��], D0.3 / I 809.519.09 I \ K /\' 4 BPk2TOFIL24w INV IN OUT=468. / / I 1 11 I CL5 1 $ I ' / 00.3 TOINFIL 24'01MV OUT=468.94 / / 1 I I IIII s I \ \ / NETOBEREM SERVICE TT ll6 \ I •: / 825 IW:478.ar / / I I 8'x8'TEE NO2GATE VALVES - 0 V I 1 \ \ I // LINETO BE REM OVEOAT THIS \ I I I BYPASSR2,, RIM -466.20 / / / 1 I I I 1111 DI3 I I 1011 I I I \ \ I OS1 POINT ANDREPIACEDWITH ^ \ I I 141 B1V:470.ar ES -2 SUMP =?7? / / 1 I I I I I I I p DI -3 I E§ C&9 088 I\ I NEW6'SERNCE LINE a NII• I \: I, 9829 , DMH -10 TO ES224"0INV IN=463.96 I 1 I I 1 I 1 / Iif TW 520.09' 1 \ I I I Ie0`R"I ^i�IIWI IIJI�a1II1I0$o09Te.1 N I U �¢ 1♦.,.♦ . 41I �`1S . ; +,.� I \ S,7.«MAINTAIN IPHORMOMAAD s'iM/ H -s 7� 1 1 11NNOOUN/pER / I 1 i II / I1 /I /1 / 1I I IX•� \ \;II b, ( , trJ DMRIM=510.36 I HE VERTICAL SEPARATION ES-7 SUMP=??? I 49�4 FRo1wATERMA1w ES7T0 ES3150INV OUT =508.50 IAC`'i. DRAINAGE. 4,+1♦,NEWPONDWTIEi RIM=09.39 ! STRUCTURE ES -3 SUMP ES7T0 ES315"01NV IIT=507.53// / I ��� I ./ PROP0sED9Pvc RIM=506.49 / / V. 520.09 sip �R i g I I^;^ I ° ♦ : PIPEROOFLEADER, ITP. �,y I I I (7 FI �. I Pm\r „ .,. aB \ I / ES -2 SUMP=??? 1�/ ( BW 518.ar I i 11+ ++, ,o♦.. (� SMH-10 ES -2 TO ES4SIT 0 INV OUT 503.10 //,/ \ I I I I 1 / III ( IZZ I �� W ° .;;;'r'+++', };1' \ II X , a +++,1,1.1 I \ I N 8RI CI , +� • i 1 • . / )0 /47L6 I 4 1 / I y III I II 41 PROPOSOB"WC+� 11 IXISnNG BRIDGE BE 1 ftIM=506.49 / PROVIDE MIN. I 111 J 2 I& &1 r. ..... . 11 I / I PORTION OF IXISnNG 6" WATER I \ .! .,.• .� / / C 22 V 1469.1 ESA SUMP=??? I / BETWEEN WATER MAIN AND STORMSEWER%PE I I I I I �'aa II \ '� O �i+� PIPEFOOTOMIN. %%I // REMOVED AND REPLACED Wa as7 SERVICE UNETO REMAIN ES2 TO ESd 36"01NV LIT=502.78 I / AND IVHORIZONTALSEPARATION BETWEEN I III I I5 °II I Z � +::: J+�+1 +'1'111'.'.w , I I� WITH HOPE END SECTIONS 1 WATER MMNANDSTORM5E'AER PIPE I (Q Iw; ,\ IX mo+,l-Z a :♦i,y:. 1210 HU, -ROOFDRl.I a I AND TWO 36`0 HOPE PIPE I p / 47 I I 1 1111 I I I II I Imran �n II 1+11+COLLECTOR PIPE, TYP. III I I1 I "ll w I R«I u+ +++ +1'1" ♦ ♦ + EMBANKMENT I I I I I al III III �\ III .,,, M..p. 3 I •lial°+'♦"1°{° ♦� 1',71'+ 1 a OUTLET PROTECTION I I 1j /III 1, R 881 l :,+1 :+:. ;, .�I� 1 i I +, PROPOSED STONEWALL. WATER MAIN PIPE TO BE Ep WHIN KOHTE 1111 I I 1 I tU I Y +1111+ ++��\ � \I TIM ELEVATION 493.00' �9 /i� I l � 1 1 7419 72 I I ONSECnONSWHERE I9 HORIZONTAL SEPARATION 1 II II I MMMAIN MINIMUM 10,X077 ZON PLSEPARAnON BETWEEN CATCH BASIN AND PIPE CAN NOT BE I I nM 5m.ff RR m^" ++++ +++ 1..1'.=494.80'. ES -9 I 59 PROPOSEDGRAMNG. I I I ., (I� I 9+ 1 1♦.+ r ACHIEVFDRUEASE SEE DETAIL (S3)ONSHEET G506. /,809517.09/ IJ m m�a ,+11... /\ �\ ` v INV.=491.50' _-� I /% r( / / / ( �\ r>R �, BPROPOSEDVSDR 355EYsER ice' l \ \98 CL8 \� II` «<\ I ++s/i i i i ♦ .. �. `\'\° I 4. Q / - I / P1t W \ �' Ia+y:: \ \ �YL1 FILTERED STAN�IPEOUT ET / DMH5 I / \ �V MAN. YP.1 /\ l I I P SEGS I I I 11 I $d$ \ I I ♦I♦+�, \\\ i CATCH BASW �Q �I , ♦ + WETlANO _ GRATE'47237 ROPQ yy L0 I I I ¢ T 1 s• • 1 MICROPOOL _ _ _ _ _ ,I �-}PROPOSED HOPE Sl < luv 24' S T9BE OISCTNRGEDA ,TYP. / I / I I a +•,inti\ \ ti MBIGATION 'V, �-'/� I4' IXISnNG MAMgLE \W% \ ' I I TW503.09 AREA iV DRAINAGEPIPE(IYP.) \ WV. 14-WSE)= wi TW520.ar 1 p BW:4%00'\\1 "J\;(� y / ' TW 489. " II O' +a:eI ,6B III ✓/ I I I� I Bw516.ar � I I . 1 s\a N n/ e s IBI BW. 505.00 I � \\ j )J HGHMARSHAREAp - vBW\ 09' 1 C&21 / 1 I FOOTINGORAIN 0831 00., N I OLSCFMRGE, TYP. TW:513.C9 N VI . i`LOWMARS1.... I809.516.09 1 BW:512.ar' 41 C&10 SMH-5 1 1 ACi .. m\ �\. jam/ I I J I \ I 1( u/ I 1 I I aro va[ NV.=59.78 / / I I m� 1 III / J J I III ]III II I / lR6,m ' s �\ 01 _ I --Y' ANSWIARY 1 I I / / I 1I 7J I q \ / c 1 J - ft 47&52 / I I 1 �. BW,5Q8,Q0; 1 : i:• 1W.489.ar - > O INV. 10. 1AYIf)-470.27 I I I 1 I I( u 917 Q I \\ / / %,":w:::.: Bw4aNfar / I I I I I 1 11 I TW.@w+0v + I �j We 10' u sx na 3 III 1 I I I III lit , sMHS 1 tivF6fil IJ'J' r� 9665' N°�4I8^7�± I IIIII 1 1 I I 11 III ES-, I I �- INv.=Sm.ta I I \ :a;+ +'44+41+ 71 .� +11 1 ♦ /\' (l A.•.. ..A•.,:::,.!'��'�•�, / IIJNV.=509.1P I »\ I I ,.I ,,,,, ♦�.♦ I I -1 �, 1 III l+ GMH-21.11 I ES -2- l . . ;.,,.,:.',.•''°fa J;.'•0.,,:,,%'1r'.'T.' /� � � �/ / l l 1 1 1 1 I I I / �; ; 1„ .FGREBAY / 1NV.IN=503.00'1 1 1 ♦ +111„ 1.. s / I I T $ r 'MaG �G1 t 1++ 1 1 1 1 e 111 1 1\�',1,'+ °S'.":"Yk..: ' // MH DRAINAGE m { 1 , , r •/ � STONEWALL / I I IIITW517.ar - 4.1OHIg /\ .yy1 . f1♦1111.... {"' / \ 1 l Z 1 I I 1 \ W. Rb \ \,se / g +p++, + ,+1+♦1�1, +4 TO MATCH FAST 77X891 / 1 1 I I LBW 515.ar III BW:S 1 ` '\f1 1i+ +=+++v+ii 'lAi ca I/ 1 �ENTMNCIEWALL. INV. 14'RfF(NEJ=477.70 \ 1 WERAND BOUNDARY (TYP) I. 1 \' & Q l I ✓ �/ INK. 24'NCP(SWJ=47919 I l \ I I I \\' N 'I \ 1 w �I \/ al v%$( G2 2n\ e H+Y t ++♦ 0 +++ • o. / I / l I 11 I I I \ I I 1 IIII I .94 Q I ° \ m 8 ¢ W I \a % UI \ r1*pi ,+gig).(�/ / .%T &i' ` �'� E58 ri Q I / 1 11 I I I III IIII \I I I\h 1 I la i//,WI \\ I 1 d -� INV .=nOff ( I % // Q a \ - J I I I III II I IIII` II t7Yi I.% \1 1 's V �`� MAYMUMW.S.E493.9T 'PROPOSEDPOCKETV"DA& I I I I I I/ I II I I 22 $ 1 $\ yl i/1✓' I / 75 VEGETATED FILTER SRP, YP. ,//✓` �1pyq / 1 I i I I I , B a g/ I III \III I 9832 9. 8�\ 4,11 / �. ♦/ o I I III I I n I ICD I to \9. I / ova 25'WETNNDPLAM BUFFER _ p I / IIII I / \ IIIII "' \-WATER5YSTEMCOMPONE09NS l VIL G y,G �0 / I I I III I V/✓III fi \ 1 s\ e q / s y cLa �(i.s r m�+pp1D / �,A11 WD. ,' / �� � / / / I 1 , / I I v I 1 1' III I MN CLEANOUT STRUCTURE, EYE.. rpf>'vt p / .l I / I 1 I ( ��SN:507.7a\_ /� 1 SEEDETAILSWIONC&J4. , ,�9R / / I 1 1 / J I III \,� : Rr� is 1 J 8X / / / IIII\Ii \I� �^ 12'OHDPEROOF DRAIN M15 T / I , p 8 ( COLLECTOR PIPE, TIP. IIWATER-ROOM OCATIONOFTHE ; `Gt / r / IWATERSYSTEMOOMPONENTS / / / / / I 11 \1� '' 14III 1 \ 'V l / / l I IIIII \ \ __ �R� _ \ I `-7 / It Sy�v. jr oMP (5X`.1)51 I l l l I I I III I I 1 II I\ \\ \\_ ,1577 `(Sh 156 \Xs .4 ! I IIS / 1 wM 1s RP NEx mn cr E \ X I \ / NH DRAW I I I I i I I I Q 11 U y\\i- -__•�I/ %� /IS'6CMPI'S SOSO 11 1j11� _ ,5'HDPEPIPE. 9 \ I / I II 1 I 1'\�I ``- L=145 S=2%� 1 1 I l I I I I II I 1\ I ICB33 1\ \\� f I ( I NI:a9 �a E WV. 15' 9NP(SIY7 3 1 I l I I II 1 \ I \ Ex4 \ \\ GRA A00 \\ I we 1s°cuWcp NOTE: /1 I I I I I 11 1 I \ vv 0&33 1NQ i' I. 4 �,c\IHAI, 1508 I \\ EXISTING GATE VALVE. Ixv 15• Mk :77 1. THE TOWN OFYORKTOWNWLL PERIODICALLY MAINTAIN THE J I I " 1 \ 1 CA �( 4 }' 9xIT TAPPINGSLFEVE I/ n I 1 1 I I 1 1 \\INV 12' N ,� EXd ��\// I _ PROPOSED SEWER MAIN EXTENSION FOR LOWFLOWCON01TI0NS / -/% /� � ANDGATEVALVE ` 2. ALL TREE SELECTED FOR RRV REDUCTION IN THIS PROJECTARE / I I / I I I \ \ I /� 1 /� % / \\\\� X5 WV.MH SELECTED PER THE NYSDM TO CLAIM THE 100 SFITREE REQUIREMENT I I \ \ \ 4\' J \\ WM 10•CUY(NE}30& _ 3. SANITARY SEWER SERVICE CONNECTIONS TO THE APARTMENT I I \ I I I \I \ \ F \/ � I A' /! PROPOSED 81 CLS2 CATCHBAZ / I / 99701 &a9N D.I.PWATER MAIN. QUIE51287 BUILDING AND CONDOMINIUM BUILDING WILL REQUIRE PRIVATE SEWER I 1 I / I I \ CA 10 41 ,/, rxaIT. 6.0 ER INV. 15•cNP(NE)=509.4 / vu APPLICATIONS THAT WILL BE SUBMITTED TO THE HEALTH DEPARTMENT 1 , 1 I \ i i z5 I �� INV le' (N)=5 .32 \ \�iv 15"agsr)=s .62 \ UNDER A SEPARATE COVER 1 I p 15' 4.10 \ DRO.°IMtr / OPEMNC WM51Z06 CATCH BA9N \ 'CPP( W. 18' CUP(NE)51 6 97AIE524.31 ,.-- WV. 15"CMP(NE)=5 .96 NOTE: / / \I \\ 1 1 \\ EXISTING GATE VALVE / \ 1. THIS IS NOTA SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEEN 1 O TAKEN FROM SURVEY MAP PREPARED BY B.ADEYAND WATSON, DATED 06172120. THE \\ ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. 15AVIOLATION OF SECTION 7209 (2) OF THE NE'WYORK STATE EOU i I f s Structure Table 00 tructure Name Structure Details RIM=505.59 CL -i3 SUMP =777 w F N CL -14 TO CL -131 TO O INV IN = 504.42 � 0: CL -13 TO CL -12 I T O INV OUT = 504A2 N RIM=516.10 U CL -14 SUMP=??? H � CL -14 TO CL -1317 01NV OUT = 514.93 0 U HIM =497.03 CL -11 SUMP=??? CL -12 TO CL -11 I T O INV IN = 495.86 > �rnV x CL -11 TO CL -A It0INV OUT =495.86 zr4 RIM=496.75 O CL -10 SUMP =7?7 CLAI TO CL-101TOINV I11=495.58 G C1.10TO DMH -2A 1TOINVOUT=495.58 Ua.4 RIM=500.20 SUMP =49226 DMH -2A CL -10 TO DMH -2A ITO INV IN=495.26 ccU 4� Pipe -(155)12"0INV Our =495.26 RIM=522.63 m �Wy b CL -0 SUMP =7" CL -0 TO CL -1 IT O INV OUT = 520.80 W Q N m RIM=520.25 Ay' SUMP=??? CLA CL -0 TO CL -112' O INV I N = 519.00 N CL -I TO CL -21T 0INV OUT =Fear RIM=517.78 CL -2 SUMP=??? m r7 CLA TO CL -2 7T O1W IN=516.55 CL -2 TO CL -31 TO I IN OUT = 516.55 way RIM =509.48 c SUMP =797 N CL -3 CL -2 TO CL81 T O INV IN = 500.24 CL3TO CL41T0INV OUT =508.24 RIM=506.63 SUMP =7?? CLd 043 TO CLA IT 01NV IN = 505.40 � CLA TO CL -5I T 0 INV Our = 505.40 RIM=503.34 CL -57n SUMP= x CLd TO CL512" 01NV IN = 502.11 CL -5 TO CL61 T 01NV OUT = 502.11 wwl- RIM=502.54 CL -6??? SUMP= CL -5 TO CL812" 0INV IN = 501.31 CL -6 TO 04112' 0 INV OUT = 501.31 N Q RIM=501.28 I CL -7 SUMP=777 CL -6 TO CL -712" 01NV IN = 500.04 777wp CL -7 TO CL -8 I T O INV OUT = 500.04 RIM =500.39 CL -8 SUMP=??? CL -7 TO CL4r 17 01 IN = 49915 CL -8 TO CL -9 I T O INV OUT = 499.15 ommmF RIM=49925 CL9 SUMP=??? CLA TO CL -912' 01NV IN = 498.01 aaa CL -9 TO DMH 21T O1WOUT=498.01 I 11 I I 1 \\\��\�\`� \``� ��IL i Tw:519.ar� J111 / I I I i 1 / Il / // // ,J J r • \�\ Vie I I I I (I \\ i II\�\\\o I I / \iI�I BW 518.00. /111 1 1 I I I I I / // (/ \ \ 1 1 1 \E \ 1 1 l )ji> I I I I I I t /)1 1/' // II I i I \( 1 1 1 1 1 1 I q �i , // // /. / \\ I I \ \ 1 l''I 1 \\ l i l 11 III 11 III I I ! I I \X�Ossl I I / / I I / / / ' I 1 I J �l \IIIlII11i1/Il IIII 111 1 /I 1 w519.09 IIII I \ \ I I \ &J I 1 / I I I 111 I I BW 51809 I\\ 1 1 // 1 / III O'll 11111I1111111IIIIII DRAIN INLET 11 I \ I I I // Al///// I I I \ I `\\ \\ \ ,1I I I 111 \\ ° `Ip;°to ° '1\III I PROPOS DASP ALTDRIVEWAYI1111 1\\\\\ \ \\ I I I I I RIM: 5163 1 1 1 1 I\ 1 1 I 1 // I (\ \\\\ Wd8 I 1 I II U 1 zi WITH BELGIUM BLOCK CURB. I' 11, I I I \INV:513.51 I I 1 \ I / \ 1 \\\ I I 1 DETAIL (R-2) 1j\\\ 111<\r ® 1 \ 150HOPE PIPE I 1 I ( \ l I I I 1 I/// -\ \\ \\ \ \I 1 \ i/ \ \\I \\ III 11 I III '\I\ 0 II \ ��\+ a 13 lab°/I\ `\ I i 1, 1111'1 \AI.I li' 1 V♦ I SEWER SERMCE CONNOTgN .i \ T 11 ,\ � L=nr 91.9% I I � I I I 1 \ \ \_� .-. ( ( A�lI I I\ I I I I\\\ 1 1 1 /ll 1 \\ 1\ \ 1\ \ 11 I/ �\ \ I I \ I 1 I •`�"' ° \� II ws�2aarll 111\\� \ \ IIP�j � �•� if/I/IIII / I I I \ IJIII u I I -„\n 1 pt TIM. 010M I IiII�II�\\ \1\\\ 11111a11Iw$ I I 1 �\ I\ 1111 I IjIiII 'I I I / ^1 11\Ijj �III I III 1 I I \\ G \I\ \ \\ \ 1111111 11111 I I I I I I I I J IIII III II \ ''II /y 1 NI Itf ��,i�3e 6\ J a ti4oc�s11 1111111 III 111 \ '°9�1 �G B \\\\\1 1\\\ 1II�11I��I 111111 I 1 � I 1 /1 / �\\ // 1 II IIII 11111 11 I% 11 IIIII I II �a,�f` \ \ \ I 111111.111/ 11111 I I I I \' / 1 11\1 1 I I I 1111 \111 1THDPEROOFORAINCOUECTOR TW5p3 I i1 \1 1111 I 2 \ B \ lip \\I FIXE W I HO'ANOMMI DRAIN CON W8 II ��I�Ij 1111 11111\.IJ\II c&t j11�1� \ B \\ I I IIII IIII�IIIj�� Ij1\\ ex I \ IJ n o 4 + a w q V CLU 01 PWATER MAN I I 1\\ 1 I = 1�.. III I III III 11 I I I I I\ \ \LII 1 w 1 oQ uU 1 I II I 111 II\\\! \�1 \\ \ 111PROPo1s4IREMI RI 111 111 1 I \ I 1 III IIII I\ 111 IIIII \ II I 1 / B•xFTEEWINAIEVALVES III 1I I \I 1 \ I 1 1 RETAININGWALL. f l 1 a I�I111 I1 1 11 $;III III I llj jllll�l�11 III II I I I J I \\ 11 1" 111 I�� ® Orals ITw.50..ar 11 I IH pp� I\ I I°"�1 1 I I I DRNNINET I I I I sl II1i /// \ 1.1 I`oi BW531.09 1 I p I'g$ I 1 II \ RM:518.5 1 1 I vi 1\ IINv:Suas I FIREHYDRAKE(F.H1) i I W518.ar 11 IIII I \/ 1111,� M ��I cBr IIII \ \\s� \ IIIII I\\\111111 III I \ 11 IIII I\ I All -0\ '� I I I 11 \\1 111 I I I I IIII J I 1 I GATEVALVE.NZ\ a I 1 I 11 111Ij111 �I 11 I 11 /\ \\ 1 I ;251 I II I II I \ I \ II 1 IP \ Fp RAjN I 11 1 1 1111 r BE GAT h. I 11 I1I IIII a-14� 1111111 III Illi II I 1 I I I 1111 j 1 1 ILU I A°I I III 1 I\\�11111j11 mp I RIP RAP OUTLET. \ PROPOSED 770477001(1 I I sA�;III1111111111i1,1�1 RETAMING WALL 'p CBZ I .Q$61 CLEAMOUTSTRUCTURE,TYP.1 I I I I \ __-----___ 1 1 II ES -10 1 h4 II. �I B I I I I RI 1 111111111�II11 I I I IIIIII I 11 II II v INV.=463.99 OF\N Ni I ti 11.11 II I I PROPOSED IT PVC I ^11 I . ? PIPE RZ)>> I hI 111 I � TW 517.09' 1 111111 I I IIII I 1 '- 111 111 0'1W� I I I q„nl G I sM1 BW:51000'II II IIIII I IIII I I // /� f II I I v HDPE DRAINAGE PIPE. 1 I IJ 1ww s I "� P f A'I IIIIII \ I 1 II I s i�D9 11 �I11. Ipippippli ��ILL",I I B1 I W% U ,� III IIII IIIIIIIII \ I I I I % 1 1 Ilfl �9t�1 IIII I I I xAcnocAnoNOProNoouRETPIPE 1 III d I I III IIII I UNKNOWN AND WILL BE DETERMINED I S ' 1 1 BW 539.09' II I Im-7 IM I I 2'L el B I 150HDPE PIPET IIIII I \ I II WRING CONSTRUCTION AT I / IIIITRENCH DRAIN M HI7 CAST L I I ��1 III L-lasszls% IIIIIIIII \ I I I / I I II IRON GRATE. 1,91 I¢ III IIII IIII I \I 11 I ` I «< 'o1 11119 (IIIIII (111 II\1\1\\I I IIIII / I X4729 PROPOSED MIN INLET PP.) I I III 1 e I I I`;N. ( I I IIIII 11 \\ ( 1 I I 1 \ 1 II 1 I 1 II 11 CL -2 / 4 � i, 'I I II IIII l I,I,II X01 I III I I \ I II � IIIII�II���I��I���� I j I/ � x 1 I '�. I I I TW5,5.a91 I II IIII II ���� I I -rQ ggi'y�f° 1 1 I' 1 11 I / 1 1 1 fllt Illllew5oa.ar \�1i11, I III I / I $i9 a- 1 ,k< I I I I I N 1 Il PROPOSDGRAIING. I\ I IIIII ITWMO.ar 41 "5 worry/ I IIIII I I i I I I Ilj.s .11 (' 4 I Ike XiI l Ij I IIIIIIII�II I Jill jllil V\\\ \\1\\ I I I I I \ --\ r �t II I CROP a PROPOSED Ill SDR 36SEWER MAIN. ("Mt 1 ° I I ( I $$$ DI -01111 1111I1Ihl 1THDPE RDOE DRAIN COLLECTOR I I I J Ve . III I t`I JI°o,.l e 1 I 111 TW 511.00' I I )IPEWITHNYLOPUdTDRMNCLFAN I I I I I a X474. `- S MP-4fi615 I I 1 I I �rnms.ar II 1 11 II' / s.�w I B I I a a; b I VI 11118i:506.ar III aNassHOWN. IIIII // DMHd1 DETENTION OURET24"0INV IN=468.30 1 1 I I LBW 531.09 I I I 1101 a?P° I II IIIII 1 \ 1 I \ �. I I - SLNI� pRpJECii I GMI+10 *wV= DMH -11 TO DMH-702"INV OUT =467.15 I I I C&28 I CL -73 I I I IIII I I fi a I I IIII i I o tN RIM =468.47 I I I I I I I I I vl IIII113 0;11 1 e I I IIIIII 1 1 111j111 \, J 1 (I /_ aNOTP 1'' DM&11 I , /A SUMP =463.fi8 I I 1 / I 1 983 m°B 111 IIIII 1I I \. \ 1111 �1 I I e /� 4�'1 sst I pp I DMH 10 I IX -1 1 I '"" m 1 aw IIIII 1W55s.arj11 \�_ // /I 0 _�'//-•� i- F.H-5 i ' ° 13 tl I '•m DMH -11 TOOMH1024'0INV IIT=464.76 I I I I 1 °s �?``I I 1 I v \ / / > • --'" 4" DMH -10 TO ES-224'0INV OUT =464.68 I TW 537.09 a ;0V 1 fl 111 1 LBW 505.0911 �/ I I /b / �t i I 1 IBW533.ar I I1 ° se 113 I, 11 II I 1 I -Nis / ( 4799 / "i /\ . °a J 984 SMH2 $$aJ 11 111 \1111\ --' i 1 NnoPASTDRMN I ^ ' ; o RIM =476.27 I \ 1 I I I I dl r e a l l l II 11 I I\ II 1 %' /\ I PROPOSED6' CL52O.LPWATERMMN. i_' a _ a m, I ii I III ( IIII \ / v C&18 / C&19 \ D0.2 I s ` m D14 SUMP =473.67 DI-7TODMH672'01NVOUT=473.67 1 I I I ,5541.09 41.ar 1 ! 2 m° I I // fl 11 II 11 \ I I, IIIIIIIII / - - / r /•�� \ \ 1 1 I "' • ; , I Z I I mmG Ql j 1 \ �w� Lop / p MIF xuMraxr RIM =475.04 I I III I II 1 O',I°n I so I I'2<.Tly ¢ II II \ TW:508.ar11 IXW' I PROPOSED DRAIN MANHOLE _ \ _ - I` CIVERFLOWOUILETSTRLICTURE SUMP =470.07 1 I I $°•m a I t. iqI \ \909 WITH I EXISTINGWATER MAINIO BEREMOVD UPTO OVER EXISTING PIPE -/ �' / \ \+'/ BYPASSRI \ IMt/7259 ,�° INV B'PL(9i 14 0825 I I M^.536.ar I 'J (fl IR...I 34- `o .A,11 B NI \. \ \\�\ / -- - . fl .I i asa NYLOPLASTTO CB-2575"01NVIN=41707 I \ ml,ar I i1 & 1I \I$$$ r 1 1 \ \ \\\\ \/ PROPERTY UNE NEWS' CL52D.I.P MMNTO BE / --DMH-9 1 Irl I I 7 I. a II IIICQ mfl 171 \\\\'.�\}A� / INBTALLEDANDCONNECTEDTOIXISnNGAT j RIM: 483.11 0825 TO C&2415"01NVOUT=47107 J I \\\\\ ,,\q�N' \ /PROPERTY UNE. INV. INA77.55 ,--_` /�R 09 INSPOTION PORT,TYP. - E' V RIM=492.20 PROPOSED HDPE DRAINAGE PIPE. \ d ¢ I b°oa¢Z Z 1 \ \ \\\\\\�\� J X\*�Y'v \\\\�\\ _��-INV.OUT:417.39 �-\ OS, SUMP =484.94 f / /A / 3 II I \' 111 II� \�^°-1� B� at\ \^_�\ _ 'nI1, \ .m5 1W. 510Y ,. /^ \ \� \ OSI TO DMH724'0INV OUT =485.94 I 11 / j lIV II I a II >> I fl-'°";` m e I \\ \ BW. 50.09 / \ /�\\\\\ \\\\\. �^ /// "' 1 I .: „ mow ® I OUTIETPPETODIONDMM&-1077 Irak 596.99 � IIIII I I;W I °I I I I Smm B I'I ` . \ \ .s - � ,s 1 a• -B� kk PROPOSED STORM WATER DETENTION , RIM =490.24 I III 1 I L BW 533.09 I I. IIII 1110 1 IIA( $$$ � 0 �Ii1 j11 I / /.�\ \ 1\ � \ \ .8 /�/ /' 6" CL52 D.I.PWATER MAIN /' ° •'� s � " \ �.'I' \ INV 469.59 SYSIEM. 40AC6N-12361 HOPE SUMP 1 I I I I I I / ✓ //'\ \ (l ' • °t� \ \\ I I SYSTEM.... 409.59 DMH -7 I I I 1 I B �, I // I/ I /Illllllll I"\ a /�I 1111 1/� / - \\ I II 1 /►? a /) I � Drs ) \� 1 � OSI TO DMH724"01NVIN=483.49 I III / .a p as I 1 \ \ '\\ I J / / � -,. � ��w •° l \\ I / I I 11 IX 71 \\ II /\ / 31 \ 0 .'' f / j ) I I I \\\ LIZ I AossoTEDNMN. $ DMH-1T0DMH824'01NVOUT=418.89 I 1741`532.00' I I \ a \ I / I I BIM. 528.0T i 11 I z,R el 1 III a �mn 1 I I Ili 111 \111 / � j I \_`\ \ ✓\ � 1 ! / I I \ �� / 'I(F� I � RIM=483.20 I I I ''II I I pI "° mo 5 I II l / &w °s �- / -i Z SUMP=476.85 I N I 1 1 1 I'I�"a SMH3 '2.<g J II 1111 J WEl1ANOBWNDARY(TYP.) III \ 11 1 I 0� dt I i O X�, / I / Is I DEEPTESTPN�LOfCPA�TION. OMH8 DMH-7TOOMH824'OINVIN=477.85 I III I 11W:539.ar' III III CL -0 $ ' 1 B II\.. III 111, L / it. ,g �� \ I I •° / j '' // \\ Q�pG I ��\ \.,_ -. \ I ./ 1 V VI��IIII '{ III I BW.531.ar \ \ I I 1 Ila $$ ¢ 9472 I TW:502.ar I I, ,n`1JLrY'TY,gD / I a / v / DMH8TO DMH-930'0INVOUT=47785 l / I p�EN 1 / 'i 1, PROPOSEDSTORMWATERMRATOR I I I IIvi I I I BIM. 501.00? 11 far'COMTROLLED r \ /I WATER -ROOM, LOCATgNq __i R�1" QOM � \ 1 I SYSTEM SUBSURFACE INFILTRATOR RIM=483.14 I / / II $I¢p°a p° I ARE4 BOUNDARY PP)� � \ OFT HE WATER SYSTEM � � ° / :PPP E�V.:4`'�476uu' 11, I I 11129STORMTECH MF72W UNITS I DI -2 I I CB6 CB5 i I I AN I I I \ _ COMPONENTS. J FF 4 I- "71 I E%F0.TRATIO.. It4V: AKIN SUMP=47626 I 1 I I / II F.H-2 I - // .q\/' r EL�.. in Il ( -r' I ii. DMH -9 DMH8T0DMH-930"01NVIN=477.26 1_- I I I / \ ° I I JI I \ I/�I \ DMNB I C&16 / \ FL' I �/ I I k 46 II'r / IX -2. / 1 „$ ✓ I \ ` \ C&15 1 J GPR. •, / ( / I \ I k I X I ,I °sN 2. DMH -9 TO OUT 390 INV OUT 47726 �� I 1 g§. Y _. II III 1 \ I ( 492.ar 1 X4g� III >yo,. I1 BW:486.ar, 18k18'GRAIN INLET. L I RIM=475.15 e l• le -� ° I _.. , I I , I \ , I� de - /111;sar 1 ' I r.... ¢ jl 1 ¢ \11\,k II 4 l TD -1 SUMP=47138 � �^" w -DMH3 J � WATFRA200M, LOO4TIONIDPEPIPE � 1 II TW474.ar To I TO CB-19170INV OUT =47238 i 1 I .� I ¢ J I o sw.Il OFTHEWATERSYSTEM I 11 BW:473.ar �j °o;, , 1 p i9 mi 1' I 1 c&2s 1� II 1' m / JI • I j1 COMPONENTS. RIM -475.00 1 I I I I I '109 S07.ari � II11� I I ti>i i\\ J° s I \ I ,.SI�b DMH -13 SUMP=469.85 I 1 P I // „w I X60 0 r 6°O.LP FIR�EI SERMCE - a r I BP#I TO DMH -13 241 0 INV IN = 470.00 I I I I 809.526.09 I II /„LLL I \I ¢ /!g$e 1 1 \l J l y96�` 1 1 I \ o� I .' r 1 Q m " \ I I ° °p'N \ f I \ 1 \ r $ o \ I a I DEEP TEST PIT LOCATION I. DMH-13TONYLOPIAST2eOINVOUT=410.00 I I I I I I I V° I I _ P I r 0' C I 1 8 y6d° I I I 35 I I I I I \ I I WATERSERMCE \ J WATER SERMCE LINE s ° I I I I \ I TD.I.PDOMESTq� / \ PORRON OF IXISTING I (n ... Q I I k L Ill 1�1 DETENTION #1 RIM=472.10 I I I I TW:535.00 I .pa I I mop /' MI \ e / 1 I \ '1 BW. 471.09 n4 4 I I 1 e � 1 LD I . \� � 1 I I / I J w• I 1'� I ew47,.aa SUMP =468.00 I 1 1 809.528.09 pp r' p I I 491.2 s - u r e / ° I 1� I I 1 I PI 0 (I � $W` (. 11 II 0 i% 1 I Y"a II \ i' I WATERSEDERNCEC \ a tTOBE REMOVED 1M� 1 I � RIM=473.73 I III 1 I I I 1 VtGr'W,8/ i a\` II I II BUI�pIN�'II I / 4.� .,, i /r,¢l l -V, .11 SUMP= I I I / 2y° / �\ gS=Pr IB: Ie1 INIUM s F.H7 ),IP FIRE 0. I I 1 III I I I 1 $ I° 1" d B •, 1 I CpNpOM STANDPIPE I I / III \ IW I k� 1 m DMH -12 BPR TODMH-1224"0INV IN=470.13 I I I TIM 527W IIII p a*op � o I 4aa.@ONNECPON. 1 / W e / ESEFI aI / ° � ¢ l I I %pe-(72)12'OINV IN=472.45 I I I I I I Bw.523.ar' / �,' J I�^..I "/ "& Z Z1 11 B \ 1 1 VF Sva+ /',;, Ppe-(4)2C 0INVOUT=470.13 I 11 $ I' / 114779 �pp MM Elk i 6'k9x9TEE gONNECR I; '� �. I D I o J I I I I I a I I \ I GF ELEV.: &MESE Ilk oN ! / pj 1 I 11.11 I I I I I�I `I �0I e mBp fl\1 I I 1 I I I I � I DNtH7 9813 cATEvuvE �NppPIP� L�.a'vcor+Aw.l 1 I �. B I I RIM =492.21 I I I 631 I ICD 4 11 I1 «"5 r) a (/ - s7 CpNNEGR v 'DOWNPIPE \ I I I I II ES8 SUMP=?n 1111 1 1 Tufs2sa9I I / iI 1\- s I I I I I I I .. I, ("� I I 11.11 I �% I OVERFLOW OIIRETSIRUCNRE \ DMH-, TO ES83T0 INV IN=489.00 I I �a I r'/ e ^'e - .5 1 1 I Il k ,., I I I BN':521ar I I 11 I I I 1 I 1 1 ➢ SMHB i I p..m � 1.+T 1 INJ:4T2.50' t. RIM =501.97 1111 1 I I I I I s ! �IiII1lmmIll l IIII • °a Lfl I\y�. I I I (efl DMH -2 SU2ITOINVI 111 I 1 Twmo.ar `/I,, CL -9 TO DMH-21T01M/IN=496.91 I I BW.524.ar1 I I 1 \ \ \ • : '�- x 3 ':/\ \ - ` • \a I J t 014 "T 9&26 1 Nl \ �,. 1` DMH -2 TO ES612"01MVOUT 496.97 I I I I ,a ">m ro / - V />., \\ Y- \\\\\ •''/d I I I 1 e$\ \ y «< U 04.E 1 I a C&12- SEWERSERVCE. \ \ \\ -1 I I I I I I 1 1 I I>\\ �\) I gym \\ I I 114 I e R \\ 1 IIIII N ° O\' a CL -it u 0 SMH7 /� // \ m " RIM -49977 I I IIII I I TOT 527.00' I 1 1 /r1�4a\ i 0 r, _ ES -6 SUMP-??? / I I I BW:523.00'; I I / °\ 1\I J p / 934 CL52 D.IPWATER MAIN.... \/ y / \ .1 DMH -2 TO ES812"01Ml IIT=496.65 / I 1111 I I I I 11111 I \\\ 11 �yS &11 1 N X49 -- _/ X sB / IIII \ 1THDPEPIPE, B SOMP475.92 466.86 / IIIII I 1 I Ink 525.09 0 1 e$=e"se-' C&7 `.'1' 5• ��], D0.3 / I 809.519.09 I \ K /\' 4 BPk2TOFIL24w INV IN OUT=468. / / I 1 11 I CL5 1 $ I ' / 00.3 TOINFIL 24'01MV OUT=468.94 / / 1 I I IIII s I \ \ / NETOBEREM SERVICE TT ll6 \ I •: / 825 IW:478.ar / / I I 8'x8'TEE NO2GATE VALVES - 0 V I 1 \ \ I // LINETO BE REM OVEOAT THIS \ I I I BYPASSR2,, RIM -466.20 / / / 1 I I I 1111 DI3 I I 1011 I I I \ \ I OS1 POINT ANDREPIACEDWITH ^ \ I I 141 B1V:470.ar ES -2 SUMP =?7? / / 1 I I I I I I I p DI -3 I E§ C&9 088 I\ I NEW6'SERNCE LINE a NII• I \: I, 9829 , DMH -10 TO ES224"0INV IN=463.96 I 1 I I 1 I 1 / Iif TW 520.09' 1 \ I I I Ie0`R"I ^i�IIWI IIJI�a1II1I0$o09Te.1 N I U �¢ 1♦.,.♦ . 41I �`1S . ; +,.� I \ S,7.«MAINTAIN IPHORMOMAAD s'iM/ H -s 7� 1 1 11NNOOUN/pER / I 1 i II / I1 /I /1 / 1I I IX•� \ \;II b, ( , trJ DMRIM=510.36 I HE VERTICAL SEPARATION ES-7 SUMP=??? I 49�4 FRo1wATERMA1w ES7T0 ES3150INV OUT =508.50 IAC`'i. DRAINAGE. 4,+1♦,NEWPONDWTIEi RIM=09.39 ! STRUCTURE ES -3 SUMP ES7T0 ES315"01NV IIT=507.53// / I ��� I ./ PROP0sED9Pvc RIM=506.49 / / V. 520.09 sip �R i g I I^;^ I ° ♦ : PIPEROOFLEADER, ITP. �,y I I I (7 FI �. I Pm\r „ .,. aB \ I / ES -2 SUMP=??? 1�/ ( BW 518.ar I i 11+ ++, ,o♦.. (� SMH-10 ES -2 TO ES4SIT 0 INV OUT 503.10 //,/ \ I I I I 1 / III ( IZZ I �� W ° .;;;'r'+++', };1' \ II X , a +++,1,1.1 I \ I N 8RI CI , +� • i 1 • . / )0 /47L6 I 4 1 / I y III I II 41 PROPOSOB"WC+� 11 IXISnNG BRIDGE BE 1 ftIM=506.49 / PROVIDE MIN. I 111 J 2 I& &1 r. ..... . 11 I / I PORTION OF IXISnNG 6" WATER I \ .! .,.• .� / / C 22 V 1469.1 ESA SUMP=??? I / BETWEEN WATER MAIN AND STORMSEWER%PE I I I I I �'aa II \ '� O �i+� PIPEFOOTOMIN. %%I // REMOVED AND REPLACED Wa as7 SERVICE UNETO REMAIN ES2 TO ESd 36"01NV LIT=502.78 I / AND IVHORIZONTALSEPARATION BETWEEN I III I I5 °II I Z � +::: J+�+1 +'1'111'.'.w , I I� WITH HOPE END SECTIONS 1 WATER MMNANDSTORM5E'AER PIPE I (Q Iw; ,\ IX mo+,l-Z a :♦i,y:. 1210 HU, -ROOFDRl.I a I AND TWO 36`0 HOPE PIPE I p / 47 I I 1 1111 I I I II I Imran �n II 1+11+COLLECTOR PIPE, TYP. III I I1 I "ll w I R«I u+ +++ +1'1" ♦ ♦ + EMBANKMENT I I I I I al III III �\ III .,,, M..p. 3 I •lial°+'♦"1°{° ♦� 1',71'+ 1 a OUTLET PROTECTION I I 1j /III 1, R 881 l :,+1 :+:. ;, .�I� 1 i I +, PROPOSED STONEWALL. WATER MAIN PIPE TO BE Ep WHIN KOHTE 1111 I I 1 I tU I Y +1111+ ++��\ � \I TIM ELEVATION 493.00' �9 /i� I l � 1 1 7419 72 I I ONSECnONSWHERE I9 HORIZONTAL SEPARATION 1 II II I MMMAIN MINIMUM 10,X077 ZON PLSEPARAnON BETWEEN CATCH BASIN AND PIPE CAN NOT BE I I nM 5m.ff RR m^" ++++ +++ 1..1'.=494.80'. ES -9 I 59 PROPOSEDGRAMNG. I I I ., (I� I 9+ 1 1♦.+ r ACHIEVFDRUEASE SEE DETAIL (S3)ONSHEET G506. /,809517.09/ IJ m m�a ,+11... /\ �\ ` v INV.=491.50' _-� I /% r( / / / ( �\ r>R �, BPROPOSEDVSDR 355EYsER ice' l \ \98 CL8 \� II` «<\ I ++s/i i i i ♦ .. �. `\'\° I 4. Q / - I / P1t W \ �' Ia+y:: \ \ �YL1 FILTERED STAN�IPEOUT ET / DMH5 I / \ �V MAN. YP.1 /\ l I I P SEGS I I I 11 I $d$ \ I I ♦I♦+�, \\\ i CATCH BASW �Q �I , ♦ + WETlANO _ GRATE'47237 ROPQ yy L0 I I I ¢ T 1 s• • 1 MICROPOOL _ _ _ _ _ ,I �-}PROPOSED HOPE Sl < luv 24' S T9BE OISCTNRGEDA ,TYP. / I / I I a +•,inti\ \ ti MBIGATION 'V, �-'/� I4' IXISnNG MAMgLE \W% \ ' I I TW503.09 AREA iV DRAINAGEPIPE(IYP.) \ WV. 14-WSE)= wi TW520.ar 1 p BW:4%00'\\1 "J\;(� y / ' TW 489. " II O' +a:eI ,6B III ✓/ I I I� I Bw516.ar � I I . 1 s\a N n/ e s IBI BW. 505.00 I � \\ j )J HGHMARSHAREAp - vBW\ 09' 1 C&21 / 1 I FOOTINGORAIN 0831 00., N I OLSCFMRGE, TYP. TW:513.C9 N VI . i`LOWMARS1.... I809.516.09 1 BW:512.ar' 41 C&10 SMH-5 1 1 ACi .. m\ �\. jam/ I I J I \ I 1( u/ I 1 I I aro va[ NV.=59.78 / / I I m� 1 III / J J I III ]III II I / lR6,m ' s �\ 01 _ I --Y' ANSWIARY 1 I I / / I 1I 7J I q \ / c 1 J - ft 47&52 / I I 1 �. BW,5Q8,Q0; 1 : i:• 1W.489.ar - > O INV. 10. 1AYIf)-470.27 I I I 1 I I( u 917 Q I \\ / / %,":w:::.: Bw4aNfar / I I I I I 1 11 I TW.@w+0v + I �j We 10' u sx na 3 III 1 I I I III lit , sMHS 1 tivF6fil IJ'J' r� 9665' N°�4I8^7�± I IIIII 1 1 I I 11 III ES-, I I �- INv.=Sm.ta I I \ :a;+ +'44+41+ 71 .� +11 1 ♦ /\' (l A.•.. ..A•.,:::,.!'��'�•�, / IIJNV.=509.1P I »\ I I ,.I ,,,,, ♦�.♦ I I -1 �, 1 III l+ GMH-21.11 I ES -2- l . . ;.,,.,:.',.•''°fa J;.'•0.,,:,,%'1r'.'T.' /� � � �/ / l l 1 1 1 1 I I I / �; ; 1„ .FGREBAY / 1NV.IN=503.00'1 1 1 ♦ +111„ 1.. s / I I T $ r 'MaG �G1 t 1++ 1 1 1 1 e 111 1 1\�',1,'+ °S'.":"Yk..: ' // MH DRAINAGE m { 1 , , r •/ � STONEWALL / I I IIITW517.ar - 4.1OHIg /\ .yy1 . f1♦1111.... {"' / \ 1 l Z 1 I I 1 \ W. Rb \ \,se / g +p++, + ,+1+♦1�1, +4 TO MATCH FAST 77X891 / 1 1 I I LBW 515.ar III BW:S 1 ` '\f1 1i+ +=+++v+ii 'lAi ca I/ 1 �ENTMNCIEWALL. INV. 14'RfF(NEJ=477.70 \ 1 WERAND BOUNDARY (TYP) I. 1 \' & Q l I ✓ �/ INK. 24'NCP(SWJ=47919 I l \ I I I \\' N 'I \ 1 w �I \/ al v%$( G2 2n\ e H+Y t ++♦ 0 +++ • o. / I / l I 11 I I I \ I I 1 IIII I .94 Q I ° \ m 8 ¢ W I \a % UI \ r1*pi ,+gig).(�/ / .%T &i' ` �'� E58 ri Q I / 1 11 I I I III IIII \I I I\h 1 I la i//,WI \\ I 1 d -� INV .=nOff ( I % // Q a \ - J I I I III II I IIII` II t7Yi I.% \1 1 's V �`� MAYMUMW.S.E493.9T 'PROPOSEDPOCKETV"DA& I I I I I I/ I II I I 22 $ 1 $\ yl i/1✓' I / 75 VEGETATED FILTER SRP, YP. ,//✓` �1pyq / 1 I i I I I , B a g/ I III \III I 9832 9. 8�\ 4,11 / �. ♦/ o I I III I I n I ICD I to \9. I / ova 25'WETNNDPLAM BUFFER _ p I / IIII I / \ IIIII "' \-WATER5YSTEMCOMPONE09NS l VIL G y,G �0 / I I I III I V/✓III fi \ 1 s\ e q / s y cLa �(i.s r m�+pp1D / �,A11 WD. ,' / �� � / / / I 1 , / I I v I 1 1' III I MN CLEANOUT STRUCTURE, EYE.. rpf>'vt p / .l I / I 1 I ( ��SN:507.7a\_ /� 1 SEEDETAILSWIONC&J4. , ,�9R / / I 1 1 / J I III \,� : Rr� is 1 J 8X / / / IIII\Ii \I� �^ 12'OHDPEROOF DRAIN M15 T / I , p 8 ( COLLECTOR PIPE, TIP. IIWATER-ROOM OCATIONOFTHE ; `Gt / r / IWATERSYSTEMOOMPONENTS / / / / / I 11 \1� '' 14III 1 \ 'V l / / l I IIIII \ \ __ �R� _ \ I `-7 / It Sy�v. jr oMP (5X`.1)51 I l l l I I I III I I 1 II I\ \\ \\_ ,1577 `(Sh 156 \Xs .4 ! I IIS / 1 wM 1s RP NEx mn cr E \ X I \ / NH DRAW I I I I i I I I Q 11 U y\\i- -__•�I/ %� /IS'6CMPI'S SOSO 11 1j11� _ ,5'HDPEPIPE. 9 \ I / I II 1 I 1'\�I ``- L=145 S=2%� 1 1 I l I I I I II I 1\ I ICB33 1\ \\� f I ( I NI:a9 �a E WV. 15' 9NP(SIY7 3 1 I l I I II 1 \ I \ Ex4 \ \\ GRA A00 \\ I we 1s°cuWcp NOTE: /1 I I I I I 11 1 I \ vv 0&33 1NQ i' I. 4 �,c\IHAI, 1508 I \\ EXISTING GATE VALVE. Ixv 15• Mk :77 1. THE TOWN OFYORKTOWNWLL PERIODICALLY MAINTAIN THE J I I " 1 \ 1 CA �( 4 }' 9xIT TAPPINGSLFEVE I/ n I 1 1 I I 1 1 \\INV 12' N ,� EXd ��\// I _ PROPOSED SEWER MAIN EXTENSION FOR LOWFLOWCON01TI0NS / -/% /� � ANDGATEVALVE ` 2. ALL TREE SELECTED FOR RRV REDUCTION IN THIS PROJECTARE / I I / I I I \ \ I /� 1 /� % / \\\\� X5 WV.MH SELECTED PER THE NYSDM TO CLAIM THE 100 SFITREE REQUIREMENT I I \ \ \ 4\' J \\ WM 10•CUY(NE}30& _ 3. SANITARY SEWER SERVICE CONNECTIONS TO THE APARTMENT I I \ I I I \I \ \ F \/ � I A' /! PROPOSED 81 CLS2 CATCHBAZ / I / 99701 &a9N D.I.PWATER MAIN. QUIE51287 BUILDING AND CONDOMINIUM BUILDING WILL REQUIRE PRIVATE SEWER I 1 I / I I \ CA 10 41 ,/, rxaIT. 6.0 ER INV. 15•cNP(NE)=509.4 / vu APPLICATIONS THAT WILL BE SUBMITTED TO THE HEALTH DEPARTMENT 1 , 1 I \ i i z5 I �� INV le' (N)=5 .32 \ \�iv 15"agsr)=s .62 \ UNDER A SEPARATE COVER 1 I p 15' 4.10 \ DRO.°IMtr / OPEMNC WM51Z06 CATCH BA9N \ 'CPP( W. 18' CUP(NE)51 6 97AIE524.31 ,.-- WV. 15"CMP(NE)=5 .96 NOTE: / / \I \\ 1 1 \\ EXISTING GATE VALVE / \ 1. THIS IS NOTA SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEEN 1 O TAKEN FROM SURVEY MAP PREPARED BY B.ADEYAND WATSON, DATED 06172120. THE \\ ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. 15AVIOLATION OF SECTION 7209 (2) OF THE NE'WYORK STATE EOU i I f s dl� X94 w a z 0 RCA AIN �/'\II/ / \TN IE453.76 Of \ . 12'RsC{NWj / J !m sMisRY\ \ �r .p 111 l ! ILAY(NEk454.90 \ "LYAY(S)=454.97 yp \ ITV1111 11111111\ IIG11 II 1 pII I NH SANITA I 771X:46 INV. CL4Y(N)=456.55 WV 10' CAY(SW)=456.61 I 6671 49906 18 I APPROVED Resolution Number 26 - 01 pate312123 7 I2�J_2 02 I. 0 00 W L w w O w F N W � 0: v N N U N H � 0 U rc N > �rnV x a zr4 O 7 G dl� X94 w a z 0 RCA AIN �/'\II/ / \TN IE453.76 Of \ . 12'RsC{NWj / J !m sMisRY\ \ �r .p 111 l ! ILAY(NEk454.90 \ "LYAY(S)=454.97 yp \ ITV1111 11111111\ IIG11 II 1 pII I NH SANITA I 771X:46 INV. CL4Y(N)=456.55 WV 10' CAY(SW)=456.61 I 6671 49906 18 I APPROVED Resolution Number 26 - 01 pate312123 7 I2�J_2 02 I. N m .4" 00 N w L 0 m y O w F t ''�llII !"1 � N v t� m U N 0 0 7N0 N > �rnV x O 7 a 0 7 Ua.4 0 6 0 ccU 4� >~ m �Wy b W Q N m Ay' Vpli N U m r7 w way c N dl� X94 w a z 0 RCA AIN �/'\II/ / \TN IE453.76 Of \ . 12'RsC{NWj / J !m sMisRY\ \ �r .p 111 l ! ILAY(NEk454.90 \ "LYAY(S)=454.97 yp \ ITV1111 11111111\ IIG11 II 1 pII I NH SANITA I 771X:46 INV. CL4Y(N)=456.55 WV 10' CAY(SW)=456.61 I 6671 49906 18 I APPROVED Resolution Number 26 - 01 pate312123 7 I2�J_2 02 I. N m .4" S N m y c ''�llII !"1 o Q ✓ a t� WW 0 A r > x ccU N m way c m p � x wwl- 9 N Q 3 U' 777wp Vmi ommmF aaa gxxxEO (VNN mF NOO Ln d�nN o c C QmON "ns�•a.m•o'.0 u memo ry� o G Ps ..ry U W m E Uc«0000 0 N Oram m 0«mmm0 �N�m`NN m xvvrovv U110 NN 3 399999 aaa 000'^'^'"'"'^ 'c NNNNNNNN N ^NNNNQV 7Mi Y5 CA(CNO N NNNNNN MMM it dl� X94 w a z 0 RCA AIN �/'\II/ / \TN IE453.76 Of \ . 12'RsC{NWj / J !m sMisRY\ \ �r .p 111 l ! ILAY(NEk454.90 \ "LYAY(S)=454.97 yp \ ITV1111 11111111\ IIG11 II 1 pII I NH SANITA I 771X:46 INV. CL4Y(N)=456.55 WV 10' CAY(SW)=456.61 I 6671 49906 18 I APPROVED Resolution Number 26 - 01 pate312123 7 I2�J_2 02 I. N m .4" S N c ''�llII !"1 o Q ✓ a t� WW 0 A r N m m p � x 3 U' aaa (VNN NOO Ln d�nN C QmON ry� Ps ..ry W m N Oram �N�m`NN NN dl� X94 w a z 0 RCA AIN �/'\II/ / \TN IE453.76 Of \ . 12'RsC{NWj / J !m sMisRY\ \ �r .p 111 l ! ILAY(NEk454.90 \ "LYAY(S)=454.97 yp \ ITV1111 11111111\ IIG11 II 1 pII I NH SANITA I 771X:46 INV. CL4Y(N)=456.55 WV 10' CAY(SW)=456.61 I 6671 49906 18 I APPROVED Resolution Number 26 - 01 pate312123 7 I2�J_2 02 I. C-105 0 0 W 0 0 11 N m .4" S N ''�llII !"1 o Q ✓ a t� WW A r C-105 0 0 W 0 0 11 �\` `\— 1 / / / / l lIN I I 1 �,�'-'�"\�f' i I TW: 519,00 II I II I I I I 1 I / I I / i �' / / / / � �\ II III I BW: 518.00' ,/' \`\ I I I / \ �/ // / \ I I I I I I II U I�r� i'°,'�/I \ /,, / I / // / // I I I I \ 111111/ I I II�IIllII1 1 1 1 1111 11/ I 11 I I I I \ X5oss I I 1 I I I I I , / / / I TW: 519,00 / / I I � / ' / 1 /\ I I 1 1 I I I\ 1 I 1 1 1 / I / \ / \ I II I I 1 1 I I I \ \\ 1 II I I��i-� // I 1\�j / IIII I I II I I I I I I I III I I I I/ I \ I BW: 518.00' I \\ \ I I I I l I I / / II 1111\1 III IIII II I I I I I I I 1 I I I\ I I I I I I I l�, 1I 1 1 Ir 1 1 / I� II I Il II I11111�1 I IIIA l� I 1\I\ \ \\ I I I I I s5zs I \ e I I \•\ \\ I I I 1 1 DRAIN INLET I I I I I I I II 1\ \ \ 11 I I I \ ` \ I RIM:516.5 I I I I I I ( I PROPOSED \ � I \ \III / I \ I I WITH BELGIUM BLOCK CURB. 1 1 I 1 1 / ! III / / \ I I \� ' I I I / l / / , l I ,,{I' ( =,l -I°- I INV: 513.5 I / 1 1 / / / 1 �, I I I I I I I I 1 ( ) 1 \ I III%�'� / ��' \ 1 I1� \\ ,III II I \ �\ I j / / / / 1 / \�\ ` \\ / 1 DETAIL R-2 I \ I I I I l// \ \ \\\ 1 \N \ t10 \ 1 I / I I ///, / \ \ \ 1 I I IIIIII! \\. I I I I I I+ \\ III I\ P-\ I \ I I I 11 / / �. \ \ \\ l ,1 \ \ \ \ I 15 0 HDPE PIPE I I / / , \ \ \ \ I I j I I I I I I II 1 II 1 I SEWER SERVICE CONNECTION. \I 11 \ ^; >:� I,` - 0 1 I \ I\ \ I I I 11/ I// / \ \\ I \ / I I I d I I III 1 I I I 1 11 \` ' 11 'AlL-172 S=1,0% I I 1\\\I I I I I/ /, 1\ \\ \\\ \\ l \ I I cp I 1.1 I LI Ill.11i 11 11111111 1 1 1 1 1 \ 1 mm� 1 / \\ I \ 1 I I /// 1 / 1 1 \ \ II n 74 1• 1 I I \I 111 1 1 1 I 3 �TW: 529.00' 1 111 \ I m l / I 1 \ 1 I I I 11 l I I \ \ I I I I I 11 1 1 1 llfl mrrml / I 11 I l l 1 1 1\ 1 \ \� 1_ \ I / IIII l / 1 I I I I I I I I III, 1\ \I\ 11�!!%/ \I I I I I I BW: 528.00 III \\`\\ I m I l a 1 "'s� I 1/ I / I I\ \\, I / 111111 1 / I 1 I I �11 \`\\I " I I IIII N)I II I I I III 1 \ I\ \ I �a. /11 I \ I1 III I I 1 I I I I I I III \\ l \ L tof I / I, y1 I I / I I \ XSasx I I I l f l l l I I o° i 'I II I I II rt II. 31 I 111111\II\1\\\\ I I I �I11 1.1 1 L I,/ Ilu I I I \ I 1 1 I I II II I IIIII I I I I I I / I I III 11 I 11/111 TW: 545,00 G 1 1 I VIII \III I 1 I II BW: 530.00' \ I I I I I 1 1 1\ U \\ 1 1\ 1 \ IIII I I 1 1 1 1 1 1 I I I I I ,' 1 I I I I I I \� I I I II11 I I I I I � \, mil \ Q 111 j\ \\ \\ \ \IIIIIIII 1 1 1 1 1 1 I I I I I I I IN, PROPOSED PROPOSED ISLAND ll 11 I \ IIII\ \\\ 1\\ \ I I I I I I , \ 1 I 11 I I I \ 11 IIII I I m�1 \ 1 I I MOUNTABLE CURB. i I I I I III I I \ m mmc l I I 11 I r \ I II I ✓ 1 1 I I 111111 I III Q464<'.. � I 1 1 1 1 II I III / \, \ Ana\ \�V 11 v A\ I I I I I I III III I I I I I I /' v�' I III I uI I III I I l l l l I l I l a l o Q \1 III\ \\ \\ \\ \\ I 12" HDPE ROOF DRAIN COLLECTOR 1 ' I I I II TW: 548.20'II I I I II X11 \� 1It IIIIIII l Iy I I \ �111 i1 I \ I 1 \\\\\\ I PIPE WITH NYLOPLAST DRAIN CLEAN / I ! 11 I 1 BW: 531,00 I I I I I\\ I I I I\ 1 1\ I \�10 1\\ OUT AS SHOWN. I I I I I I I \ I I III 1111 1 II\ 1_ 1 1 \\ 1 I m� e\ I I it I I I 1 11 , \\ I\ It \ I I 111 1 III I I 1 I I I I I I I I I II I I ��� I\\I , mmrm \0 I I I I I III I IIII I \ I I I 8" CL52 D,I.P WATER MAIN. 3 I 1 1 111 \ I I I M-+ 1 1 1 I rmm<< I 11 I 1 \ \ I I I\\I I 1 e1 al \< I I I V I I I A I 1 I \ I I I 1 1 \ I I \\\ I I SMH -1 \ 411 I I I I 1 I III III I I III j j I \\ �\'\ 4\ x11111 1 1 III 1 1 1 1 1 1 1 1 1 1 1 III I I I I I 1 \ � \\ PROPOSAL REDI•ROCK I I I I I I I I I I I I \`\ 1111 I I I I I I III \ 11 11 N \\ I. \ 11I III 11 I I RETAINING WALL. I / 811 x 8 TEE WI 3 GATE VALVES I 11 1 1\ 1. p I I I I I X \ I I wm I I I I I 1 1 1 1 I I I�T 1 I 1111 I I I I III I 1 I II I / I I /wl� 11 1 1•n m mgr I l I 1 I I \ Irmmc I III IIII 1 1' // I I I I I I III \I 1 L 1c,. l 'I I 1 1 1 1 1 1 1 DRAIN INLET I TW: 548.00' I 11 ` f \ I I I I I \1 1 I hl I VIII I 1 1,'r� �1 1 1 IIII IIIIII \ IIII I VIII I / / , 1 I I BW: 531.00' I II I I I 1111 I I I I I I I ��\ I I RIM: 516,5 11\ I IIIIII I / '/ x \ I II III 1 I / / 111 I I I\ I INV: 511.78 I II A I I I 1111 \ I I II I I FIRE HYDRANT,(F,H-1) \ 1 1 1 1 1 1 1 1 III I I I /, 1 1 1 1 1 111 I I\ I I � 1 I l i I I I \I I I 1 II � l 1- i t- I I `� 1 1 1' I j '1 I I / I w l 1 fI I\\ 11 I I IIM 11 I 1 1 TA:518.00' \\\ 1 1 1 11 \ BW: 512.00 \IIt III Il 11 It 11 1 1 \\ 1 °\ -\1111 II � I � I 11 II 111111 1 1 1 ' i' \' 11 i i \ I iII ca23 I I1 1111 \ 1111 II 1\ 1 \\ ft \\ \\ S�� \\ \I II \I 1 II II 11 111 r�'fll 1 \\ \ �'\111 III 111 \ I / I III IIIIII 1 l Illi I I I I I I IIII \ I I III \\ 1 1 c Q \\ I I \\ I I IN IIII VIII I I I \, \\\11 SII 111111'(\1 I I i II 11�1111o1I1 I 't IIII I I I I I 11 1 1 1 1 `\ I I I"I I I I III, 1 \ I I I 411 I I I I I I GATE VALVE., 1 I\ I I Il 1 II \ J, I III 1\ I I I I law , 111 II 1 1\ 1IIIIlll 11111 1 1 1 1 1 1 III1�j1111 J I I Illl / '\ I I II I I \\ I I I I I I I I I I M1 I I 11 11 1\ P" I I I lel. 1\�10 \ \I 1VIIIIII I1 1 1 11 1IIIIIIIIJ 1 I \�_� \ I I I I I III I I r �1 \e III III ' I I I I I I. I II \\ 11 /II1 I I I I I P POS D FO IN DRA N I I I II 1 1 1 1 1 �1 III 1 11 I I 1 1 I IIIIIII I I I I I l� I I I Im I 1 1 1 ) I 1 I 1 III I I I I I I IIII11j11J I I \\\ I I I I I To BE DIS HAIR D AT GRA , I YR. I IIa IIII LII I' f 1 I A I III �j V I I I I cL la I I I I I I I I I 1 I I I I I 3 1 111 1 1 1 1 111 l i 11 11 1 �-mj 1 1 11 I1 I I \I\ IIIIIIIIII II V I I III�IIIU I 1 \III I 1 I I r m1 I I 1 1 I I I I\ \IIII 111 1 111 loll I I I I I I I \ 1 �I I I I I II I LII1 m <<<Il lLI I IIII i I )IIIIIIIIIII I I I I I 1j1 I IIII le I I� I I I :N•NN I I I I el 1'111 !//I! !I!111111.111111�i1 I \ III I I II I&2 11 I �N N 1 I 1 1 1 IIIrI W w I I -----__-- PROPOSED REDI ROCK I I I I I I I P III 1 I Nm. CLEANOUT STRUCTURE TYP. iII I� I I I �\ 1 I I I RETAINING WALL, + I 11 III b,1 4 III I 1 I I I I I \ I I I I I I 3 f 4 1 1 0 1 .I r IQ I I m 11 I 1 I f°I 11 rl l 0 / 1 I I II 11� Il ► 1 IV rIN ' Nl £I I 11 II I 1111111 ^ 1/IIII IIIIIIIIIII111I11111111J I I III I I 1 I I II I 1 1 1 /��� 1 ss P l I1' a I m V I1 1 I I I I 1111 I I I I I I I I I I /- In s ss I I I 1 1 IIII , I. IIIIIIII I I 1 I I I PROPOSED 6" PVC i I I I\ I III I / I I I 1 1111 I I' 1 1 I III I III I III I I 1 --- I I I PIPE ROOF LEADER TYP. I I I I I IIII / Z 1>, j I I l l m v�; I / I 1 11 l TW: 517.00 I 11IIIIII l I 1 1 1 1 1 I I ,' I I I els I Il IIII WW I, mm�1 G I 15� I I I / / / \ I I 1 IaIIIo�IJJj I$III I 1 rmml i ,I� BW:510.00l I 1I11j1111I1 I 1 1 1 1 1 1 I / m< I I' I I I I IIII I I I I I I I / �' I 11 IIII III h /II IIJd.IWLLj I 5 1 1<<�� �1 1. 11111 1 1°1111111 I I I IIII1j1111� \ I I I I / �,�N a ,111 I ( I I I I II III IIII \ I I /' I I 1 111 1 1 I , I I I I L Q a IV�1 I 1 I� JI `I, II I I I III IIII 1 I 1 I I I I I I EXACT LOCATION OF POND OUTLET PIPE / I I T111JAH 00' I I I I I / I I I° I I� ILL I III I I° I loo° Q 1 1 VIII I IXC �II,I!Ili I I I I11j111111111 \ 1 I I I I I UNKNOWN AND WILL BE DETERMINED I I \� j BW; 539.00' I III a i l Il Il 11 j W I II 2 j le I I Il lr n 111 I I I 1 I IIII I I I I 2 1 ,� I 15 0 HDPE PIPE I IIII DURING CONSTRUCTION AT I I I I I I I cL-I I a � 1 I III I I 111 1111 \ I I I I I I I l. e 1 5Y Il II L=185' S=2.15% I IIII 11 I \ I I I I / l / I / 1 1 1 1 ' A / 1 1 1 L 1 I IV .I ami III , I III 111 I I I 1 I I I I I I 1 J a I' 1 II II 111 1 11 / / I 1 11 I ^ I I I. „ mI °I II 1 I I \I \ L . P I IIII I L. mmr I II11 1 II �' '11j 111'11 I IIII I al j1 \ I I I I Im I I° mm<. 1 111 I I I I1 1 1 1 I\\ \I1\\ 1 I ( I I I I I I I I e I# I I Il L 0 °III �I j1 1 1 III I I I 111 I\\ PROPOSED DRAIN INLET (TYP.) I I I I I I I N II I I I 1\\ \1\ 1 I V I I I I I I \ I I I I I I \ IIII III I i1 " I IIII I I II I III I I `� a 'N.w o I 5,5 I I I I I ,III I I I I I III I 111 ly Ip P ,.IP I I °o I 1 IIII515III I x\ I cL-t I I 11 11 11 TW: .00" I I I I I III I / / T I I f III I I 1 I I I II I I IIII 1 I I /TT 515 I I I I I I I // BW: 508.UU I I I I 111 I 11 \ / / I I I I / I I 1 1" t; I h it hIh I I I I I I Vm 11 I I I II mNe m<N¶ <�N/ I IIII�III III 1 IIQI �I' II I\ 1IIIllIIiIPROPOSED ROPOSED GRADING., TW: 540,00 " it AI I IIIII II I II I \\ AtBW: 531.00 0,11 III / / c I V 1111111 I I I I 11111 �\\ \ 1 IIII I I I I I I I I I I 1 I II I I 1I I I I II / III I I I III I II I II II I I I\��I I II II IIII I \II II I II II \I I lII a l It I I>.w; > • I e l I /I� mI II I n. XSiro I IIII I �I IY I I 1I III1l 1 II y 1 .1 l al 1 I IIIIlIIl I 12"HDPE ROOF \DRAIN COLLECTORIw Io 1PROPOSED 8" SDR 35 SEWER MAIN. (TYP.) I II1111 IIII I II I I II IIIII II I II I 1 \ lh I \ L E3 ./ / Xa/a.a�IIN1 TP� PIPE WITH NYLOPLAST DRAIN CLEAN 'IM� OUT AS SHOWN. b uu TW: 53I /XI�f a11I I- W 01 . 9. I , I I N 1 1 ILLLLI I I a ., I I I IIII I III I�1I II I / I I I i t I I I I BW: 534,00 I I / SII I l l e I j LL� sS � I I �,7 `s s �' I I I �•o4e o 1 l.olll I I 1 I I I I 4hi5ml gI ro Igl S I 1 4 II II \ II III I I I II 11 1 \\ I I I I I 1 I I I I I I I I I I} Z+n ( I CL•13 11 I I I I I I I I IIII II III 11 1111 III 1111111111 I ' I I 1 I I I I I I 1 I hhII I VII 1 1 1 1 1 ���I 4 1 I I I II'� I I I. 1 1 1 11 II I) IIII 1 1 1 1 1 1 `. I I I I ' I 1 I I I I I I' I a s III 1.1.:;1 I I I I e"III d a l aw; I I e 1 III IIII IIII I I i1 IIII 1 w 1 I m I I p III WW ' _ ca3 I II ��mr 1 1 1 1 I' II 111111 I I I I 1 `\ VIII. II \ EXISTING DRAINAGE PIPE. o // I/ 5 II I I I I TW: 509.00 1/ I I I I I I / I LLw I III << ' I I IIII •II I\ `� \ TW: 537.00' III 1 11532 1 L - I I II I I r n N N I II 1 IIII 11 I 111- I I I I I I\\\ a s I I 1 a ANN I l l 1 1 1 1 I I BW: 505,0011 \\ ¢ ^/ I,- / 1 I I 1 BW. I I I \I L r 1. I N�.I I I cL-31 91 008 III I I 11 I l l l l e 1 Il \ .�'qe // Q/ / 1 \, Xa/5s ,/ 1 l � d � I 1111 \ 1 1 I I I VI l, a 8Nm Q I Can I I SMH2 j l/ I I 14 11 I I I I \\ IIII I I I I I \ \ I I I I I I I I " "I .. e 5ti, N I f l I I I �1 1 IIII \ y 1 1\I 1 ,/ (\ 1 „ I I/ 101, III II III IIIIII 1 1 1 1 1 Il it, ,( \ PROPOSED6" CL52 D.I.P WATER MAIN_ I I rl I I ly I I I rn w I / J II I III 1 l 1 �/ I I I I I TW: 541.00' 1 LLI I I n I ; 11 I \ I III 1 / / 1 I I II 111 / LL I ss I I w �' �° I / I j1 I i III 1 1 1 I I I 1 \ I I // I I I I /J ILLw I I ml1 —,— I I BW: 536.00 I ss,/ I \mmr II I 1 \ \ I IIII II I 1 \ I / / ( ��� I I I I I 11 11 I 1 1 1 jII i IIIIII / `/ Nm I I 1 1 1 IIII mm` / I II IUII 11\\\ I I '\WATER I X 3 1 r/If / ' . I I 1 I 3 I Imp . I 5 I I X<<a• I j 11 III \ \ TW: 508.00 11 I . r \ 1 '�°' , / I -- PROPOSED DRAIN MANHOLE - - I I I IIII I I IIIIII ��0$I P I I11�I n C I II IMI 1\ \ I - -- ' I I I I I I8 I I I a a g; o/ , I l 1 II \ ` \ \ BW: 502.00''\\ \ / EXISTING WATER MAIN TO BE REMOVED UP TO ' / j OVER EXISTING PIPE _ I I I � � 1 I , \ ,• J e � I I gym. / e II II \ \ \ \\\ \ / „C .I I I I I 1 TW: 536.00 1 III / (� I ° I I I I h N g. I 1 ll \ \ \ \ I \ ' '\ \\Z \ PROPERTY LINE NEW 8 CL52 D,LP MAIN TO BE ,- -- DMH •9 I I I I I I I I ly I Iw, II I I ► III a fo$ I r ! II , I , \ \ \ 6 . / I I I I \ BW: 532.001 / I 1 1 I I `\� ��/ a I w LL .1 j I I I I a \ I I / 16_P II \III1�I 1\ `\\� �� \ �\INSTALLED AND CONNECTED TO EXISTING AT /� , _ _ _ J m I I +91 I I \� O I °IJ 1 `�\\\\ \\ \\ N�,M0 \ �y �' ---- os 3 \ \ \ \\ \ PROPERTY LINE. INV. IN: 477.55 I I II PROPOSED HDPE DRAINAGE PIPE. 1 11 1 \ I I I I \ JI , �1 Z II 11 \ \ \ \ \\\ \ \ \ \ \ \ \ , .' I / II \ / Z \ \ \ q \ \ \`\ / \ . \ ,----' i INV, OUT:477.30 > r•� I 1 \ \ \\ \ \ / \ \� — II II �' TW: 506.00 \'i \� _ —' ti / / . I I / I� I Ill I \ 529 11 1I " III rrm. I I \ \ !, \ \ \ // \\ \ — /,% � I I I I I l I I III �. i1II I I� Q I / / \1 \\ \\\ \. \ //.II , / call 0 I I I � �2e 1 I P w . I � II 1 \ \\ \� 1 BW: 51.11001 II / `\.' / \ \` �\ \� � �-� � II�� .-- ', ' � w Tw: 540,00 IIII \ ) l I l e I I , I Y I / I I I j 'o`�N II \ \\ III �I I I I / / \ .\ \ \\ / �/ 95•�a I ' en e 1 Iox \ I \ \ \ \ / / � // X e / II 1° IIII I Iww II 1 II N�" la \- \ Q 11 / \ \ / I I s I III LL 1 I II I 117` \\ II I I� \ / I ,(�, / I i III I I I BW: 533,00' / 11 I II I i 1 I I I ILLS e I I I 1 P11 I p08. /I II o - �I 1111 I I I / ` // /,. \\ \ � � � � \ � � /X 6" CL52D.LPWATERMAIN - \ F I I I I I I I I I I I IW I 1111 11 I \III I I 1' I I III /. l" 11 \ IIII 1111 I I I I/ `/ /I\ \\ \� 1 I 1 I I 1 I / II I laa N� IIII d II / /III I l I 11 \11 DT e �l l S I I Irl .l l I 111 % IIIIII I I\ /I I 111 fII I I' I � JJJ I l i i ,� xas� I ry` .. I I I I I I I III X I I a] II I I NN .. I I I I�) I I 1 s II / 1 /III II ksl ,\ I I j 111 \ 11 / I I I I 1 I TW: 532.00 Iq ( 1 /11 //III III I I ss -ft ¶ II / I / / / / I \ I \ I/ I X � I I I \\\ \\ I // \\ I I \\ I / 1 01 I I I 1I /\ / I a9 1 / /\ I I I 1 I I I I >> la I. mcg„ I I I / \ \ I I / I I I I BW. 526.00 I/ II 521 I w w I I 1 1 11 1 Y n III IV I I I I\\\ l I/ l I \ \/ 1 1 / / I I r ` l 1 I I I I J J l + I I I rr m I I I I I/ I 11 I \/ I I I N 11 I/ III w wa l I I I I P IG' P r m I 5oae III II I I I 1 1 1 \ 1 1 1 11 \�,_. -\\ I X .a / I } J s \ I I 1 WETLAND BOUNDARY TYP. pl I cs"I ow 1 I LL mm a P -0 LL I I </ I I I � I I j I I I I I �I I II I P I « III k I I III 1 I I I a 2 1 I I I I I I I I I 3 III III II I I I I I LLLw, I I 15 SMH 3 N, ll\ II 1 1 1 1 I I II (TYP.) I I \ I a j I I �g I S I I I P, oocnt�l1 I I I I I I I I I I I I I 111 l a mm' \ Ix I I I 1 1 TW: 539.00' I I I I ] I a l a coo- II 11 / Q I / I I � I I I III I o o.. I I \ � Xa$s I I I I I I BW: 531.00 \ 1 1 I 1 11 h 1 I 1 I I I I 11 111 I 1 / I I TW: 502,00' // I I/ I l //\�-/ 1 111 —/ I I I I / 11 I i 'I I I I I / I .,t 1 / l / I 1/ // I I I I IiI I I I m II 1 r I N I m m I I i" I I cL I I I I BW: 501.00 -" 11 I I 100 CONTROLLED \ WATER -ROOM, LOCATION 111 I ( ) \I \-1 OF IHEWATERSYSTEM / I AREA BOUNDARY TYP, -- _ L III III I I \ \ COMPONENTS. Isle i F,H-2 I I r I / I I I�---' I I I \ 1\ .;ll l I o s 11 I I\ 1 \ x 1 I I `--- _, � I I I 1 � / II � I I � " " ,� I � I I I I � � ��° I ,,�•; / p \ 1 I I I \ \ \ � \ \z II J _ ornna I ` • / �I \ J � \ TW: 492.00 \ I I I I \ Ide"N7f 1. I l Is s P \11 IBIN: 486.00 I 1 P �IIIIII ` 1 I I I I M w I I o TW: 494.00 V v z LL X I I I M L IiWW 1 I I� / 1 I ` II,- 11 ro III I _ / E} 15 NI LL \ III -I' 1 aII m I I I I� � � ' DMNJ I WATER I I I I I I I I I I/ I la I l I I 1 7 % IIIIII i 1/ - \ aa5 . I I „� 4r " e `� OF THE a INA I I I I I I /cats I III 1 111152 aI 111 1 I 11151 III I ! ��m /' °I /� 111 I IIII ,,• I_ -- \� P-' I "h II I m ® Wd COMPO N TW: 530,00' I 1 1 \ V I I I BW: 526.00' I 3 1 I I I j 1l 1 1 1 1 1 I I I I I Q) I I I ( I I I I I TW: 535.00' I I I I I I I I ( I I I I I BW: 528.001.1 I I I I \ I I I I I I I 1 I Z \Ul I I C TW: 527600' /I I BW. 523.00' I / I I II I I I I I I I I 111 I 3/ I j I j 1 I l II TW: 525.00' A I j IIII `I I U I IIII I I .� <<< / II _-if _11 - I I' I I �/ Tj w JAI I+ I II I\\ e 1 g N I II 4ss I l .� `� 6" D.I.P FIRE SERVICE °1 N I "k" IIII / a I I// /�,LL' I 111 IIOI I I I,ti / 1 a I \ INN i 1 3"D.I,PDOMESTIC NN, a WATER SERVICE I t I I rn I ! ��`� IU I II • l J I � I I Ih1 ' � AI(� IIII IIa lV � wLL`// e IP I (I I I •� C � I I'iIII� 1� �\� 1 I�'I I I � � I I IIIA^p'IILDIIvvP I I IIII II IZ �/LLw� / � 3I1�'I 11 a IgN�� r � I IIIIII W �d•'�\ l�'i I `� I I �1 AIIU►Y' Du �I I c�NDOM�I`� STAND PIPE 498°@ONNECTION, �g SfAME FIR - - — FF ELE �� r • 11 1 � a I I / LY jW i -III I� �, m I I. ,�- /f L . II II �I 1 I \\ i \1 \� r\I .... (;F ELG Y ,:486 v I l I I I LL t7 > I ,1 r r m I• eII / r-:1 �I I I l , I IIII °I I 11 I t m Iv <<< / / R 1 I I I I X� /III I I 11,m8// \ I I I I e NN111 J ! _„-/ \ I I I I I I P.•',° `�-' N II /9 ° \ �Rocrrs h+i II yw 3 I j ® Racrr` \ - 1 I I $-\ 4” D.I.P DOMESTIC WATER SERVICE I I / F. 7 I e 6" D.I.P FIRE SERVICE $111 e1 0 It 6"x64" TEE CONN CB -1 GATE VALVE STAT` 3�_ !Ilelu�s� ,�" 1770 m AM o r I p y Nz� w V; _ 0 N 0 0 QI o� W ^ a+ 086 Ua� . aroo L N 4! If VI U= U c� d w in N I I I I ] I a l a coo- II 11 / Q I / I I � I I I III I o o.. I I \ � Xa$s I I I I I I BW: 531.00 \ 1 1 I 1 11 h 1 I 1 I I I I 11 111 I 1 / I I TW: 502,00' // I I/ I l //\�-/ 1 111 —/ I I I I / 11 I i 'I I I I I / I .,t 1 / l / I 1/ // I I I I IiI I I I m II 1 r I N I m m I I i" I I cL I I I I BW: 501.00 -" 11 I I 100 CONTROLLED \ WATER -ROOM, LOCATION 111 I ( ) \I \-1 OF IHEWATERSYSTEM / I AREA BOUNDARY TYP, -- _ L III III I I \ \ COMPONENTS. Isle i F,H-2 I I r I / I I I�---' I I I \ 1\ .;ll l I o s 11 I I\ 1 \ x 1 I I `--- _, � I I I 1 � / II � I I � " " ,� I � I I I I � � ��° I ,,�•; / p \ 1 I I I \ \ \ � \ \z II J _ ornna I ` • / �I \ J � \ TW: 492.00 \ I I I I \ Ide"N7f 1. I l Is s P \11 IBIN: 486.00 I 1 P �IIIIII ` 1 I I I I M w I I o TW: 494.00 V v z LL X I I I M L IiWW 1 I I� / 1 I ` II,- 11 ro III I _ / E} 15 NI LL \ III -I' 1 aII m I I I I� � � ' DMNJ I WATER I I I I I I I I I I/ I la I l I I 1 7 % IIIIII i 1/ - \ aa5 . I I „� 4r " e `� OF THE a INA I I I I I I /cats I III 1 111152 aI 111 1 I 11151 III I ! ��m /' °I /� 111 I IIII ,,• I_ -- \� P-' I "h II I m ® Wd COMPO N TW: 530,00' I 1 1 \ V I I I BW: 526.00' I 3 1 I I I j 1l 1 1 1 1 1 I I I I I Q) I I I ( I I I I I TW: 535.00' I I I I I I I I ( I I I I I BW: 528.001.1 I I I I \ I I I I I I I 1 I Z \Ul I I C TW: 527600' /I I BW. 523.00' I / I I II I I I I I I I I 111 I 3/ I j I j 1 I l II TW: 525.00' A I j IIII `I I U I IIII I I .� <<< / II _-if _11 - I I' I I �/ Tj w JAI I+ I II I\\ e 1 g N I II 4ss I l .� `� 6" D.I.P FIRE SERVICE °1 N I "k" IIII / a I I// /�,LL' I 111 IIOI I I I,ti / 1 a I \ INN i 1 3"D.I,PDOMESTIC NN, a WATER SERVICE I t I I rn I ! ��`� IU I II • l J I � I I Ih1 ' � AI(� IIII IIa lV � wLL`// e IP I (I I I •� C � I I'iIII� 1� �\� 1 I�'I I I � � I I IIIA^p'IILDIIvvP I I IIII II IZ �/LLw� / � 3I1�'I 11 a IgN�� r � I IIIIII W �d•'�\ l�'i I `� I I �1 AIIU►Y' Du �I I c�NDOM�I`� STAND PIPE 498°@ONNECTION, �g SfAME FIR - - — FF ELE �� r • 11 1 � a I I / LY jW i -III I� �, m I I. ,�- /f L . II II �I 1 I \\ i \1 \� r\I .... (;F ELG Y ,:486 v I l I I I LL t7 > I ,1 r r m I• eII / r-:1 �I I I l , I IIII °I I 11 I t m Iv <<< / / R 1 I I I I X� /III I I 11,m8// \ I I I I e NN111 J ! _„-/ \ I I I I I I P.•',° `�-' N II /9 ° \ �Rocrrs h+i II yw 3 I j ® Racrr` \ - 1 I I $-\ 4” D.I.P DOMESTIC WATER SERVICE I I / F. 7 I e 6" D.I.P FIRE SERVICE $111 e1 0 It 6"x64" TEE CONN CB -1 GATE VALVE STAT` 3�_ !Ilelu�s� ,�" 1770 r I 3 y x U= r ��2 0 filWF a m0wv oxxxvQ m •.vvvo� 1� a00000 Q�vmuv '�corotia d U " 3p] aa] aaa 00 NNNNN r WVP7 N-..a.�0���� n�.r.�NNN7V Qvib�roA On(V r7 NNNNNNMroMPI I I I I ] I a l a coo- II 11 / Q I / I I � I I I III I o o.. I I \ � Xa$s I I I I I I BW: 531.00 \ 1 1 I 1 11 h 1 I 1 I I I I 11 111 I 1 / I I TW: 502,00' // I I/ I l //\�-/ 1 111 —/ I I I I / 11 I i 'I I I I I / I .,t 1 / l / I 1/ // I I I I IiI I I I m II 1 r I N I m m I I i" I I cL I I I I BW: 501.00 -" 11 I I 100 CONTROLLED \ WATER -ROOM, LOCATION 111 I ( ) \I \-1 OF IHEWATERSYSTEM / I AREA BOUNDARY TYP, -- _ L III III I I \ \ COMPONENTS. Isle i F,H-2 I I r I / I I I�---' I I I \ 1\ .;ll l I o s 11 I I\ 1 \ x 1 I I `--- _, � I I I 1 � / II � I I � " " ,� I � I I I I � � ��° I ,,�•; / p \ 1 I I I \ \ \ � \ \z II J _ ornna I ` • / �I \ J � \ TW: 492.00 \ I I I I \ Ide"N7f 1. I l Is s P \11 IBIN: 486.00 I 1 P �IIIIII ` 1 I I I I M w I I o TW: 494.00 V v z LL X I I I M L IiWW 1 I I� / 1 I ` II,- 11 ro III I _ / E} 15 NI LL \ III -I' 1 aII m I I I I� � � ' DMNJ I WATER I I I I I I I I I I/ I la I l I I 1 7 % IIIIII i 1/ - \ aa5 . I I „� 4r " e `� OF THE a INA I I I I I I /cats I III 1 111152 aI 111 1 I 11151 III I ! ��m /' °I /� 111 I IIII ,,• I_ -- \� P-' I "h II I m ® Wd COMPO N TW: 530,00' I 1 1 \ V I I I BW: 526.00' I 3 1 I I I j 1l 1 1 1 1 1 I I I I I Q) I I I ( I I I I I TW: 535.00' I I I I I I I I ( I I I I I BW: 528.001.1 I I I I \ I I I I I I I 1 I Z \Ul I I C TW: 527600' /I I BW. 523.00' I / I I II I I I I I I I I 111 I 3/ I j I j 1 I l II TW: 525.00' A I j IIII `I I U I IIII I I .� <<< / II _-if _11 - I I' I I �/ Tj w JAI I+ I II I\\ e 1 g N I II 4ss I l .� `� 6" D.I.P FIRE SERVICE °1 N I "k" IIII / a I I// /�,LL' I 111 IIOI I I I,ti / 1 a I \ INN i 1 3"D.I,PDOMESTIC NN, a WATER SERVICE I t I I rn I ! ��`� IU I II • l J I � I I Ih1 ' � AI(� IIII IIa lV � wLL`// e IP I (I I I •� C � I I'iIII� 1� �\� 1 I�'I I I � � I I IIIA^p'IILDIIvvP I I IIII II IZ �/LLw� / � 3I1�'I 11 a IgN�� r � I IIIIII W �d•'�\ l�'i I `� I I �1 AIIU►Y' Du �I I c�NDOM�I`� STAND PIPE 498°@ONNECTION, �g SfAME FIR - - — FF ELE �� r • 11 1 � a I I / LY jW i -III I� �, m I I. ,�- /f L . II II �I 1 I \\ i \1 \� r\I .... (;F ELG Y ,:486 v I l I I I LL t7 > I ,1 r r m I• eII / r-:1 �I I I l , I IIII °I I 11 I t m Iv <<< / / R 1 I I I I X� /III I I 11,m8// \ I I I I e NN111 J ! _„-/ \ I I I I I I P.•',° `�-' N II /9 ° \ �Rocrrs h+i II yw 3 I j ® Racrr` \ - 1 I I $-\ 4” D.I.P DOMESTIC WATER SERVICE I I / F. 7 I e 6" D.I.P FIRE SERVICE $111 e1 0 It 6"x64" TEE CONN CB -1 GATE VALVE STAT` 3�_ !Ilelu�s� ,�" 1770 r 3 j N 1� I I I I ] I a l a coo- II 11 / Q I / I I � I I I III I o o.. I I \ � Xa$s I I I I I I BW: 531.00 \ 1 1 I 1 11 h 1 I 1 I I I I 11 111 I 1 / I I TW: 502,00' // I I/ I l //\�-/ 1 111 —/ I I I I / 11 I i 'I I I I I / I .,t 1 / l / I 1/ // I I I I IiI I I I m II 1 r I N I m m I I i" I I cL I I I I BW: 501.00 -" 11 I I 100 CONTROLLED \ WATER -ROOM, LOCATION 111 I ( ) \I \-1 OF IHEWATERSYSTEM / I AREA BOUNDARY TYP, -- _ L III III I I \ \ COMPONENTS. Isle i F,H-2 I I r I / I I I�---' I I I \ 1\ .;ll l I o s 11 I I\ 1 \ x 1 I I `--- _, � I I I 1 � / II � I I � " " ,� I � I I I I � � ��° I ,,�•; / p \ 1 I I I \ \ \ � \ \z II J _ ornna I ` • / �I \ J � \ TW: 492.00 \ I I I I \ Ide"N7f 1. I l Is s P \11 IBIN: 486.00 I 1 P �IIIIII ` 1 I I I I M w I I o TW: 494.00 V v z LL X I I I M L IiWW 1 I I� / 1 I ` II,- 11 ro III I _ / E} 15 NI LL \ III -I' 1 aII m I I I I� � � ' DMNJ I WATER I I I I I I I I I I/ I la I l I I 1 7 % IIIIII i 1/ - \ aa5 . I I „� 4r " e `� OF THE a INA I I I I I I /cats I III 1 111152 aI 111 1 I 11151 III I ! ��m /' °I /� 111 I IIII ,,• I_ -- \� P-' I "h II I m ® Wd COMPO N TW: 530,00' I 1 1 \ V I I I BW: 526.00' I 3 1 I I I j 1l 1 1 1 1 1 I I I I I Q) I I I ( I I I I I TW: 535.00' I I I I I I I I ( I I I I I BW: 528.001.1 I I I I \ I I I I I I I 1 I Z \Ul I I C TW: 527600' /I I BW. 523.00' I / I I II I I I I I I I I 111 I 3/ I j I j 1 I l II TW: 525.00' A I j IIII `I I U I IIII I I .� <<< / II _-if _11 - I I' I I �/ Tj w JAI I+ I II I\\ e 1 g N I II 4ss I l .� `� 6" D.I.P FIRE SERVICE °1 N I "k" IIII / a I I// /�,LL' I 111 IIOI I I I,ti / 1 a I \ INN i 1 3"D.I,PDOMESTIC NN, a WATER SERVICE I t I I rn I ! ��`� IU I II • l J I � I I Ih1 ' � AI(� IIII IIa lV � wLL`// e IP I (I I I •� C � I I'iIII� 1� �\� 1 I�'I I I � � I I IIIA^p'IILDIIvvP I I IIII II IZ �/LLw� / � 3I1�'I 11 a IgN�� r � I IIIIII W �d•'�\ l�'i I `� I I �1 AIIU►Y' Du �I I c�NDOM�I`� STAND PIPE 498°@ONNECTION, �g SfAME FIR - - — FF ELE �� r • 11 1 � a I I / LY jW i -III I� �, m I I. ,�- /f L . II II �I 1 I \\ i \1 \� r\I .... (;F ELG Y ,:486 v I l I I I LL t7 > I ,1 r r m I• eII / r-:1 �I I I l , I IIII °I I 11 I t m Iv <<< / / R 1 I I I I X� /III I I 11,m8// \ I I I I e NN111 J ! _„-/ \ I I I I I I P.•',° `�-' N II /9 ° \ �Rocrrs h+i II yw 3 I j ® Racrr` \ - 1 I I $-\ 4” D.I.P DOMESTIC WATER SERVICE I I / F. 7 I e 6" D.I.P FIRE SERVICE $111 e1 0 It 6"x64" TEE CONN CB -1 GATE VALVE STAT` 3�_ !Ilelu�s� ,�" 1770 r 3 j N I I I I ] I a l a coo- II 11 / Q I / I I � I I I III I o o.. I I \ � Xa$s I I I I I I BW: 531.00 \ 1 1 I 1 11 h 1 I 1 I I I I 11 111 I 1 / I I TW: 502,00' // I I/ I l //\�-/ 1 111 —/ I I I I / 11 I i 'I I I I I / I .,t 1 / l / I 1/ // I I I I IiI I I I m II 1 r I N I m m I I i" I I cL I I I I BW: 501.00 -" 11 I I 100 CONTROLLED \ WATER -ROOM, LOCATION 111 I ( ) \I \-1 OF IHEWATERSYSTEM / I AREA BOUNDARY TYP, -- _ L III III I I \ \ COMPONENTS. Isle i F,H-2 I I r I / I I I�---' I I I \ 1\ .;ll l I o s 11 I I\ 1 \ x 1 I I `--- _, � I I I 1 � / II � I I � " " ,� I � I I I I � � ��° I ,,�•; / p \ 1 I I I \ \ \ � \ \z II J _ ornna I ` • / �I \ J � \ TW: 492.00 \ I I I I \ Ide"N7f 1. I l Is s P \11 IBIN: 486.00 I 1 P �IIIIII ` 1 I I I I M w I I o TW: 494.00 V v z LL X I I I M L IiWW 1 I I� / 1 I ` II,- 11 ro III I _ / E} 15 NI LL \ III -I' 1 aII m I I I I� � � ' DMNJ I WATER I I I I I I I I I I/ I la I l I I 1 7 % IIIIII i 1/ - \ aa5 . I I „� 4r " e `� OF THE a INA I I I I I I /cats I III 1 111152 aI 111 1 I 11151 III I ! ��m /' °I /� 111 I IIII ,,• I_ -- \� P-' I "h II I m ® Wd COMPO N TW: 530,00' I 1 1 \ V I I I BW: 526.00' I 3 1 I I I j 1l 1 1 1 1 1 I I I I I Q) I I I ( I I I I I TW: 535.00' I I I I I I I I ( I I I I I BW: 528.001.1 I I I I \ I I I I I I I 1 I Z \Ul I I C TW: 527600' /I I BW. 523.00' I / I I II I I I I I I I I 111 I 3/ I j I j 1 I l II TW: 525.00' A I j IIII `I I U I IIII I I .� <<< / II _-if _11 - I I' I I �/ Tj w JAI I+ I II I\\ e 1 g N I II 4ss I l .� `� 6" D.I.P FIRE SERVICE °1 N I "k" IIII / a I I// /�,LL' I 111 IIOI I I I,ti / 1 a I \ INN i 1 3"D.I,PDOMESTIC NN, a WATER SERVICE I t I I rn I ! ��`� IU I II • l J I � I I Ih1 ' � AI(� IIII IIa lV � wLL`// e IP I (I I I •� C � I I'iIII� 1� �\� 1 I�'I I I � � I I IIIA^p'IILDIIvvP I I IIII II IZ �/LLw� / � 3I1�'I 11 a IgN�� r � I IIIIII W �d•'�\ l�'i I `� I I �1 AIIU►Y' Du �I I c�NDOM�I`� STAND PIPE 498°@ONNECTION, �g SfAME FIR - - — FF ELE �� r • 11 1 � a I I / LY jW i -III I� �, m I I. ,�- /f L . II II �I 1 I \\ i \1 \� r\I .... (;F ELG Y ,:486 v I l I I I LL t7 > I ,1 r r m I• eII / r-:1 �I I I l , I IIII °I I 11 I t m Iv <<< / / R 1 I I I I X� /III I I 11,m8// \ I I I I e NN111 J ! _„-/ \ I I I I I I P.•',° `�-' N II /9 ° \ �Rocrrs h+i II yw 3 I j ® Racrr` \ - 1 I I $-\ 4” D.I.P DOMESTIC WATER SERVICE I I / F. 7 I e 6" D.I.P FIRE SERVICE $111 e1 0 It 6"x64" TEE CONN CB -1 GATE VALVE STAT` 3�_ !Ilelu�s� ,�" 1770 \aI // /�'..1 ..: y" / ��, \ I� I I I I 1 II I 5� a a I (TPI ,111j1 I I I I I I I 3" D.I.P DOMESTIC\\� PORTION OF EXISTING I I I I I I I535.001 1 1 1 II' IIA III"// / I / I/� V I ` I I I\ I I I, WATER SERVICE I I I II f e \ r I II WATER SERVICE LINE I I I I TW: I I sz a iN �i e !I I I i I I I \ " I I I I lri I / / I I mmm 1 III 111 15 I, �I r° / I 1 j II , ,1 I I _ _ II / 4" D.LP DOMESTIC I t TO BE REMOVED I BW: 528.00 I III / N/ I1V K " / r . I I I I I I I I I Z IIII 'IE Ww // yl/ II I mm< 1 I Illi � I° I II X49' � II I II \ / Il, \ ai• ie DIN�/1± II \ / WATER SERVICE \ ald ' SW�OOP�NO G. I / \ all PpO6 ,,.-l4 I I, NN�'P r 111111 ull. II ) I' \I EII a� I I I L i I I z 2 N I V tl\ I / \1 I II I pMINIUM B STAND PIPE I I I F.H 7 6 D.I.P FIRE SERVICE l I I I I I , / ,t e I� I Q I/r, II X �.� I ! I I GOND I I TW: 527.00 `\/ I / 14 I I I I I° I" ' y^° / �1 1 III 1 I 1 E�E�.: 498.60NNECTION. I I I I I I � / III I N�; I ,III fl I I „ X/ � FF I BW: 523.00 / I II . w 1 a I 1 \ I szo J I I / 21 \ I \ 6 F II S1A I II 1 /" I / II II b \ I E�•:4$ AME EFIR a „ ,I I. CTION Xl / I I ww I I 1 I 1 II I 1 I GF E� \/ I 6x6 x8 TEE ANNE i s II iV �1 C 11 I I I I I I I I I / 1 1 Id l I� Iw�l III 1 I I I mmm I ;, I I \ I CONN CjJ4 . I a L 1_ _\ IPE I E{ ,011/ III I I I I I I l l l I I I LL L9 / I /7 I °MH l -3 GATE VALVE STAND P � / °s / 11 � I I II I I \l� / I I I I I r� I I / _ I ` / /� _ ca,s\_ '\ CTION all N� e II I l X5 I I I // ;_ I y (l I NNE d saq ~'4 I I 1 I I I I // CO zfi IIII b I I TW: 525. 0' I I I\I III I I I I I I I I�`i / I I II I �gm i1 III X50 J. I I I i/I, ems- Ile I\ al I III I I I' / III I II I 'em / III , j e N� fl ,- I I Il m mN. y -,71 .. fl (0 I I III I i BW: 52100' I I/ I I 11 \ I I I^ l 4 f I I N" I `\ I I " 1 I I I � , I I In I IIII 1 I I \� I II I' I e I I 1/ I TSRR.m, '<�' -�' -� ,.,. SMH-8 I 1',` I I I I I I I I TW. 530.00 I \II Y 1 I I L s I I l I \'i' I i I I I BW: 524.00' I I/ I I IV \ al \\ II z` III I I I I I I \\\ r,o \ - �� I mm< a 1 �s 1 I\ 1 W I I I I II' \\\ m°` \\\ <<•.. \ 1 I cat2''' / w/ I 9 \^r N\ \ \ I I 1 a T SEPTIC Tw 66.0 SMH-7 REMOVED. I i I I I TW: 527.00'' I IIII I 1 \lel a , / \\ \LLQ\\ p (\ I' , / \ I I 1 34 \ _ \ , I \\kl\ 11 \ = I w/ p 11 /� s \ / / I i I I I I BW: 523.00' I III I \ I / I I LL ` ,ilea \ \\ \ `' II \� / m s I II X491.6 oa 8' CL52 D.I.P WATER MAIN. III I I w I s 1 sea __ �q 6 I I I I I I I \\ II 1/ I r / s X w sta.0 3 \ �wll ,: I I I Vs�� I „ , � , 0op1oo TW: 525.00' I r / III I I III BW: 519.00' /III 11 1 I 1J� I 11_\ \\ ca 7 I l o f \� I / , III I I 111i I / _ / CLS ', \ ` k S p o I bI l 1 \ \ I 1 /� // EXISTING WATER SERVICE / I 18" x 8" TEE WI 2 GATE VALVES I I - --! _ s a "�, II/N l I I 1 \ \ I \ I F.H 6 I I 1 \ l - e T�' � I"/ ' I I I \\ \ I ^gz LINE TO BE REMOVED AT THIS I I I \\ \ I ass 1\ I POINT AND REPLACED WITH I I I I• DI -3 I la I I 1 �. II NEW 6 SERVICE LINE I °", \ 11 \ I I"•" / IV / I I I \ 1 � \ PER I I 11 TW: 520.00' 1111 I I WWI + 1IN I I / I I \ I� I BW: 511.00' 11 I I I I I I I a II I I I WWI++ + + + + + + + I+ / MAINTAIN 10 HORIZONTAL AND EIS IN E a I wLL a I! SMH 4 \"i \\ / I I' I I I N I I I I I I I III IIII I IIII I I III 111 I \ Iwo 1 \ Yi 1 m / + + + +�r4 + p�s t�,>-DMH-2A 1 I DT -6 I I I I'; I ro+ + + + 18"VERTICAL SEPARATION I I 1 I I I I � I I I I -. SS � ly I 'n m •° � I m y I +++ +I + +'`T I INSTALLATION OF NEW CATCH I I /I I l I I a 1 N N 1 'JI I I\ a \mmm + + + + + + + + + + + + } I I I I FROM WATER MAIN SMH 9 I I // I /III I I I I 1 °�� II / II \mmm ++++I+ +I++++�+111 / / BASIN CONNECTION ON GLEN ROCK I � � 11 I I I � 3 11� i VIII 1l II I I a I \ IIII Hyl � III a Il«< L,- � +++ +++++++�1 , I � / I DRAINAGE. / I ,, I I I I.': I \II loll IAw� +++++ + + ++++/+111 I I " / _ I I I 1b.1 , > I I III I ; 4 o 6 I + + + + + + +�+ + + +/ + 1 NEW POND OUTLET I / Iwwl I llI III IWW� I + + + +I+ + + +I W 8 I l++++++++++ h DEEP TEST PIT LOCATION. I / / STRUCTURE \ 11 +1++ ++ If �i7 II I l l l l a II I++ +++I++++++il++++ +++ +1++i+++! 74 mN I I s I ^\ 1 II + 1 I \ I I j PROPOSED6 PVC + +.� 1j1 S _S -S S� 9 / 1� o / I I �i la Im@m +++ + IE I it I TW: 520.00 I III I I / a 1 �� 1 , / m I I II J ITnmro i It I + PIPE ROOF LEADER, TYP. + + 0- I I I I I LI .. /$� mmm e + + + + it BW: 518.00' I I IIII 1 I I r Ww /(I /-J Ill al (mmm ++ l+++ ++I++1++ ® , \ I I WW 1 I / \ �1\II \ I Ll� I/ SMH-10 3 � I «< a ++++++++�+ +++ I a ++++++ X491.8 I I \ II 1 1 I Z LLLLl a II III 1 "Doo, +++++I+ \ I I \ I I I II I I I I I I Iwo I II W III,\ °'°'"1 c1 e a + + +I +�+ I , PROVIDE MIN. 18" VERTICAL SEPARATION \ I I III i I I I I a O- 1111 \ 1 W ° 1 'p I + + + PROPOSED 8 PVC + + \ I I ��, EXISTING BRIDGE TO BE „ + + + + + + III / , PORTION OF EXISTING 6 WATER \ BETWEEN WATER MAIN AND STORM/SEWER PIPE I I I I III III a q ° " I I I I ' V \ \ 1 1 O I i, + + + + I PIPE FOOT DRAIN. + + \ ' , I , / REMOVED AND REPLACED I I �� r�� 1 \ \ .� ! +++ ++ l I \ 3 1 1 I I III I I I I I I N X11 I + + + +'I+ +' +' +' +' + +' +' + !+ + I i 111 III WITH HDPE END SECTIONS W.EL. 489.7 SERVICE LINE TO REMAIN I AND 10 HORIZONTAL SEPARATION BETWEEN I I I I a 11 I m -. I \ I I I I I°° I >alel 1 11 1 Z d+++�+ „ I;II I I WATER MAIN AND STORM/SEWER PIPE. \ 1 I I " a I w w I V , II X50, a I W �„ : + + + +, + 12 0 HDPE ROOF DRAIN 1 , I AND TWO 36"0 HDPE PIPE / I I I I III I l l m I = II I Ilmroml�J Z II ++++ I I I I 1 1 V I I I I I I III I w w 1 \III I I ppm m l �I e II +++ I+ COLLECTOR PIPE, TYP. / aV�111 II III a I I U. I fl- \I I rrr ^ 1 + + +I+ + 1�RIP-RAP I i W I I I I I I I I I I I I° I \ I LL "1 I 1\ II I «< I u, II + + + + + + + +' +'+'+'I+'+''' /• I=1 ,, 4U, STONE I I I I 1 I l l l l III 111 I\ 1 1 1 1: 1 I ` m 1 1 ° I ANSI II ++ d++}+++++ V+ +I` 'I�` 1 I EMBANKMENTAND \ I 4 190 I I l 1 I I , ryN I 1 00> ++I++++++++ y+ j 1 I 9° I/ I I j I I 1 1 1 /, III 11 I III I 1 1 ,1 m-\ ° I� ,/ I I I a /N w o j I I +++++++++++++I++++++ 1\ I II I OUTLET PROTECTION l I I I I I I �\��� ow I ++++++++++I \\� IIII' II' +,++++++ + \\ I If IIWW I ,II a / / \ +it+++ I I I I I l I I I lIIWW IIII 1 1 +++�++++++++++ + �\ III 1 PROPOSED STONE WALL. I,.1 WATER MAIN PIPE TO BE ENCASED WITH K -CRETE I IIII I I I I` n I IIII 1 I I w w III e + +1 + + + + ++•� ;1 T.W. ELEVATION 493.00 1 I I / I I a l wID II I I ++ ++++ NES5 \ \ ON SECTIONS WHERE 10 HORIZONTAL SEPARATION III I I i I I III I I I,'a ' �c�ro I + +�+ + +/+ I IIII \II I I� \ MAINTAIN MINIMUM 10' HORI2 BETWEEN CATCH BASIN AND PIPE CAN NOT BE I I TW: 520.00' I III I I , ' N e IIIA f X """ I III + + I+ + .± + INV. = 494.80. \I I I I I \I ES 9 I / , ; I / 1 I , I I I l \ WN I I I 1 I m�� I I =, + + + + + `\� ,, I I 1 \ 11 INV=491.50' STONE PILLARS / I 4e9 1 1C -506.I BW: 517.00 / I I I I l a a I I N y I «< II +++U+++++++++ \ I \ ACHIEVED.PLEASE SEE DETAILS 3 ON SHEET / I I I \ \ o 'I ��' �NN\I I r 7 YN\ \I^I I �- ( f I I I I m o � \ / \ FILTERED STANDPIPE OUTLET / A I I I I I I 'ww\ I\ II �� II a � /.wPI I +++++� \ \ I\ , � II I I W W\ e � I aB w o\ I° \ \ 1\\ �C �I 1 I °Il / I , PROP ED F¢Otlf� DRAIN , I I I 11 1 / I u I I I I I I I\\\\ 1 LL LL \ : + +� + + \ WETLAND f TO BEDISCHA EDAT RA I / I IIII /° / I wD _ 111 W II I +I+ + + + \I , f`(�. , I � I / , � a � I �, j I I I I+ +�'-` ' I �y------- -_ -='' _ 3 II�PROPOSED HDPE STORM" I �I I I \ I I ,'��� \\ �I I. , MITIGATION - I I ' I\ MICROPOOL //�,,__- ` \ \ I DRAINAGE PIPE TYP. t w 1 ' III I "E q„a• " � I I - +� TW: 503.00 � AREA I\\ 1 / _ �. , I �• \ m � q ( 1 I I I 1 / ' \ 0\ II \ ��' __ 9 \\ TW: 490.00' (, 111 �1 �� I I I I I I 1 1 I y^° •e f l �i BW: 499.00\� ,. _ r'\\ \' I / /,f / / BW: 489.00' BW: 518.00' / o f + T g 5 I TW: 508.00 y� , , I HIGH MARSH AREA \ _ I I I y y•y nl"/""" III II / 1 I I IIII III I I 1 111 I• , BW: 505.00 \' 499. I / ,ll, . /1� I 1 \ III I/ I' - ( / /FOOTING DRAIN �, I y I I /' ' \/ LOW MARSH AREAI TYP. \1 TW: 513.00 N X0, DISCHARGE, I IBW: 516.00 I I / SMH 5 I\ r. /�/ / I BW: 512.00 I 1 o a ES 4 �/ /\ ,, n \\ ,,/.' // I• i /`I II I / \I \\� 36" HDPE PIPE I %�` \ \ // ,/ /<. INV. = 502.78 ... / / 9 \ •:;. � � Ix I I II j % % I I I I III II � I•� \ L=47' S=2% �- I \ � / ' TW: 510.00; 1 \ \ I asa / 6 ; :?: ,:• r. I . I // \\ \/ I It / I I 1 ' +1\I ii� 1:': .;;:' <;; :•:>;; . I BW;5Q5$+' IF \ \ / ::::: •: a TW:489.00 , /\ +1`+\i \ \ y 000 `/(. . / / _ :::::•:: `:' :,:; \ / I I I I III l I , I III III / •� ,/ cL.7 I / 1 I I � �' +�+ � �� + + + E 6 � /•. / `�;'�. I I / I \ � / / L 00 L u � O R w u N u y, u N U h HN �rn A U n y - " i a x F L 00 � O N w N � 0 L y, 00 N HN �rn A U " i x 9a �� C N w a '" v Q FCS NUa� y w N N NIH 6 I I b �/ +�+ \++++ $_ ' s2,,:: :a ' 1 I w N } +��M. h/ I l INV.=496.65 cu u a G + + + + + + + I ;;�,.,. WV. 1 • m (59�: 5. 1 / < N + +}+ +++++++r ++ \�� :•a^. IvleE(k� / \ 1/'- h: o" / /`� \ '� \ I a i 111 + +/ +� +\+ + + \�+ 1 + \,-- _ / :•:.x:'.•f>::;::%'' I /l / / \46,7 I II I I I I I _ II I I I l �1 INV. = 503.10' \ IW I 1 ` \ \ ++ + +�+`I+++++t�++++ 1++}I++''�.• :::4 1 / / / /,. I I I I II INV 509 \ II \ / = X ++✓y+,+++++ I I I I( 1 If \ \ 11 1 I IsA /I++++++4++I++y+\ I I I I , e l i s: H 'I I 1 � I � o. �• / 1 I / sts . I 1`IN'u� wi + + +f + + +I + + + +I + +1 + + + :':''' `.'•i:::>..::.::: • i ' I / \/ / o I; \ I I -v ES -2 I I I I /��4 � am 14l y ss I �\ a 1 + �; : :.:��::•• i / 1 I � / I ---' ,� / I I I I , 11 ss I +' + + + + + + + FOREBAY ��:;::.z;r.::'''°..•:::::::::::::''` /, e, / �/ / \/- I I I I INV.IN=503.001 I I I I X�, I/ I/ \` °:::.,... ..:::;::•::•;:•;:•:•:•• / I\ / / 1 I t ilj A' I , + + + + + + + + + B + r1r r - I •:: ..r:( ................ :•.. / /I P 9VMi -� I I I I II I 1 F' I \ \ �°� + + + + + + + + + + +\+ + + -\ " ;' 7•:;i:.11 .r>'rS'rii:%:: '' / R. I I I i I III 11� I II I , o0 1\11\ \\I b ��� +i+++++++++++++�-' L / \i ,STONEWALL 1 I I \ I I I I TW: 517.00' 1 I s• I /, I� si I 1 \, \ �mLmLm� / \ \ + Alt+ + + + +I + + + + + + I / % / /'` - / \ I - TO MATCH EAST I Ill II II ;I TW: 51 0 °s`s. 7A 1 \� \•.• s ` +\ + ++++++�++++\ 1 I I I \ I IBW:515.D0 I I I I 1 I \ m�\� +\++ +�+++++�+ I I I \ I I \ I\\ s, \�+�V++++ ++ Y+�++++++++ ++ / 5 ENTRANCE WALL. I I WETLAND BOUNDARY TYP. I ° 'I I I BW: 5 1. I \ m 1 I ° o•° Q , I \ , / I �� /' I ( 1 14, I I \ \� 1 W, �I I 111 I 11 \ \ '°o ° 1° \+ p + + + �b 0 + + f I \ / I \ \ d ✓ , ,,III \ ,. G ,-- 11 �f+\++++++�+ (/ v� \ I I III l al kips ,^\ /I It 11I I I II I IIII 1 1III II I I jI / I PII I 1 jI I I I I II I lIII I l II IIII II I \ \vl II IIIII1lI1I III 1 I 11I 111I1I II l 1/ 1I I 1 1 I i I i I �l�\\ I\III \ s1 N.° •\\1 +1 a + + ++1 ++5 ++ \ m + + + /��• 4/!1 •'/ ' \ sEy4S�-8 �) �INV.40=489.00' / Idtt 4 1 \\ ' U6 �� ' I i / M\/ /A / XIMU/\ /M \WI,.S.E:493.9I 7I � / y/ / / / PROPOSED POCKET WETLAND AREA a 1\ 1 I I I III i I I I I I I II °� JI \ / \ I III ) s, 1 \ 75 VEGETATED FILTER STRIP TYP. I IIII Ip �s \ 1 \\ , I I I I I I I I I 1s 1 l 1 II I I I I 1b\ IJ h�W, 1 \"m s2 / I I l \ III I I II 1 csa2 I 1 � I I \ I � I W � \ 11 4 s77 1\ ,m •' � /\ � �� I ��` / // QI 1 1III ,I I / \ IIIII III II IIIIIIIIII III I I I - III /I�I /I I\ \ \ IIII /II , I 1/II1 I IIIIIIIIIIIIf / I I \, I I vIYI ,\\\ \\�e \\ �°. y°a � _ _° �I\ ;�„ 6�,\Z6o. • �p o.\�Q �P�. `�its %2_5' WETLANDPLANT BUFFER 1 �WATER ROOM LOCATION OF THE 0I0WATER SYSTEM COMPONENTS << o cL-s fi10 7 lt� \- /�. % / / / T j CLEANOUT STRUCTURE TYP. 1 111 II I \ 5Gs1ra m i / III \\ III 1111 I \ 1 1 ` 1 ' o u .5N 50595 / ISW-1 ^\ I SEE DETAIL 0N Pma -> \ \ 1 \ a P N b 1 ;� "G w. I 1111 It 1 I I p � �- \\i - \ 12 0 HDPE ROOF DRAIN COLLECTOR PIPE TYP. III I I I I' it --' / WATER -ROOM LOCATION OF THE"e WATER SYSTEM COMPONENTS 511.6 Iai, / / I I I I I m I 1 II li 11 � I I I I `- v • s±g �°/ � �� I /' /' / / / 1 I I 111 1111 11 1 1 1 •, -- f Y- _ � y / elm 1a .1i 1241 NV. 18"M I5 sus- l I I I I I I I I 1191111 IA \\ \\ Msm -Slcw IR y Wv.is' EPPt'E). X5,1. ' / /' / NH ORAWACE xl9,� > \ -- I - -_-- -- /i/ :51287 58517 / / I I I I II I 1 s�6\ II 111141 A� 11 v �/ His- cic'N=5m14 15" HDPE PIPE. / / II � I \�\\ / APPROVED I I I I I 1 \ I p 1 \ \\ \\ L = 1451 S = 2% Y� /I I \\ \\ I / Resolution Number 22 n� I I 11 I 1 1 \ \ 11 II 1\ �� %' I // I I MH ORAWAE Date CB -33 I\ \\\ -QZ� _ / `\ I \ / \ \\ I 's�rsw50x6, I 1 I I 1 I \ I \ \ lAIIY MR7- WH 150 W(SE}50&74 , I , 1� ► V A A GRAIE:524.W 15•CW(E}-509.07 I I 1 I \ EX. 4 / \ \\ Wa IS rMNE)--2dd42 \�\ / ES- it7 / III `\ WV. Is GN NE}50zB9 I I I 1 I 11 \ 11`\ \ / �`\ /1/ I I _ \ EXISTING GATE VALVE. INV. = 508.50 „ , ,,- �\ \ \ Ipoll \ / I 1 \ \\ X PA ,4" 44 8" x 10" TAPPING SLEEVE WH 12��� 'WPr 118 / \ � / \ ,�;-_'' � AND GATE VALVE. AtH -RIN:SWiTARY \\ \ it I \ �I� I /� //' /�// \\\\\\\\\\� .7 \ WH 10' CiAY(NE�Z87 HA SIN / I �" /\ 8" CL52 , PROPOSED8 CL52 CA7 \ IRA iF. 512.87 - \ CA ICH BASH WH 15•GUP(NE)-50947 CRAY 516.07 D.LPWATER MAIN. \WV.15'cy%l>=51m61 / CA i BARN / I / / WH 18'CNP(N)=51431 \ I \ I 1 526.25 15•CPPO 514.0 \ I /'i' \` 1 1 \ I I WV. )=52199 00 WIE! NENWG WV5IZ06 CATCH OUN7 / \ I \ I I ®\\ X514 I 4/G� WV 18'DR(NE):515.16 ATA,E51431 � \\ / � � j JJ` INV. I5'CMP(NE)=51996 NOTE'. UNAIfHIR RATIONS RADDITIONS TO THIS DRAWING SECTION 72091210E THE NEWYORKSTATEE 1 � z N w N � 0 A i x a FCS s C as mix a WW� 'ro mmm d tri •.iym Doom~ axx c¢ m� kkk 4 U E«0mN00 roro� v U C X00000 m (�mmmmm • h xNNNNg F UrorororoD Ll�vj ..3aa]aa F NNNN e c000""h"ut N NNNNNNNNN r�weoo r ^^^NNN�a NNNNNMMM 106 it NIH 6 I I b �/ +�+ \++++ $_ ' s2,,:: :a ' 1 I w N } +��M. h/ I l INV.=496.65 cu u a G + + + + + + + I ;;�,.,. WV. 1 • m (59�: 5. 1 / < N + +}+ +++++++r ++ \�� :•a^. IvleE(k� / \ 1/'- h: o" / /`� \ '� \ I a i 111 + +/ +� +\+ + + \�+ 1 + \,-- _ / :•:.x:'.•f>::;::%'' I /l / / \46,7 I II I I I I I _ II I I I l �1 INV. = 503.10' \ IW I 1 ` \ \ ++ + +�+`I+++++t�++++ 1++}I++''�.• :::4 1 / / / /,. I I I I II INV 509 \ II \ / = X ++✓y+,+++++ I I I I( 1 If \ \ 11 1 I IsA /I++++++4++I++y+\ I I I I , e l i s: H 'I I 1 � I � o. �• / 1 I / sts . I 1`IN'u� wi + + +f + + +I + + + +I + +1 + + + :':''' `.'•i:::>..::.::: • i ' I / \/ / o I; \ I I -v ES -2 I I I I /��4 � am 14l y ss I �\ a 1 + �; : :.:��::•• i / 1 I � / I ---' ,� / I I I I , 11 ss I +' + + + + + + + FOREBAY ��:;::.z;r.::'''°..•:::::::::::::''` /, e, / �/ / \/- I I I I INV.IN=503.001 I I I I X�, I/ I/ \` °:::.,... ..:::;::•::•;:•;:•:•:•• / I\ / / 1 I t ilj A' I , + + + + + + + + + B + r1r r - I •:: ..r:( ................ :•.. / /I P 9VMi -� I I I I II I 1 F' I \ \ �°� + + + + + + + + + + +\+ + + -\ " ;' 7•:;i:.11 .r>'rS'rii:%:: '' / R. I I I i I III 11� I II I , o0 1\11\ \\I b ��� +i+++++++++++++�-' L / \i ,STONEWALL 1 I I \ I I I I TW: 517.00' 1 I s• I /, I� si I 1 \, \ �mLmLm� / \ \ + Alt+ + + + +I + + + + + + I / % / /'` - / \ I - TO MATCH EAST I Ill II II ;I TW: 51 0 °s`s. 7A 1 \� \•.• s ` +\ + ++++++�++++\ 1 I I I \ I IBW:515.D0 I I I I 1 I \ m�\� +\++ +�+++++�+ I I I \ I I \ I\\ s, \�+�V++++ ++ Y+�++++++++ ++ / 5 ENTRANCE WALL. I I WETLAND BOUNDARY TYP. I ° 'I I I BW: 5 1. I \ m 1 I ° o•° Q , I \ , / I �� /' I ( 1 14, I I \ \� 1 W, �I I 111 I 11 \ \ '°o ° 1° \+ p + + + �b 0 + + f I \ / I \ \ d ✓ , ,,III \ ,. G ,-- 11 �f+\++++++�+ (/ v� \ I I III l al kips ,^\ /I It 11I I I II I IIII 1 1III II I I jI / I PII I 1 jI I I I I II I lIII I l II IIII II I \ \vl II IIIII1lI1I III 1 I 11I 111I1I II l 1/ 1I I 1 1 I i I i I �l�\\ I\III \ s1 N.° •\\1 +1 a + + ++1 ++5 ++ \ m + + + /��• 4/!1 •'/ ' \ sEy4S�-8 �) �INV.40=489.00' / Idtt 4 1 \\ ' U6 �� ' I i / M\/ /A / XIMU/\ /M \WI,.S.E:493.9I 7I � / y/ / / / PROPOSED POCKET WETLAND AREA a 1\ 1 I I I III i I I I I I I II °� JI \ / \ I III ) s, 1 \ 75 VEGETATED FILTER STRIP TYP. I IIII Ip �s \ 1 \\ , I I I I I I I I I 1s 1 l 1 II I I I I 1b\ IJ h�W, 1 \"m s2 / I I l \ III I I II 1 csa2 I 1 � I I \ I � I W � \ 11 4 s77 1\ ,m •' � /\ � �� I ��` / // QI 1 1III ,I I / \ IIIII III II IIIIIIIIII III I I I - III /I�I /I I\ \ \ IIII /II , I 1/II1 I IIIIIIIIIIIIf / I I \, I I vIYI ,\\\ \\�e \\ �°. y°a � _ _° �I\ ;�„ 6�,\Z6o. • �p o.\�Q �P�. `�its %2_5' WETLANDPLANT BUFFER 1 �WATER ROOM LOCATION OF THE 0I0WATER SYSTEM COMPONENTS << o cL-s fi10 7 lt� \- /�. % / / / T j CLEANOUT STRUCTURE TYP. 1 111 II I \ 5Gs1ra m i / III \\ III 1111 I \ 1 1 ` 1 ' o u .5N 50595 / ISW-1 ^\ I SEE DETAIL 0N Pma -> \ \ 1 \ a P N b 1 ;� "G w. I 1111 It 1 I I p � �- \\i - \ 12 0 HDPE ROOF DRAIN COLLECTOR PIPE TYP. III I I I I' it --' / WATER -ROOM LOCATION OF THE"e WATER SYSTEM COMPONENTS 511.6 Iai, / / I I I I I m I 1 II li 11 � I I I I `- v • s±g �°/ � �� I /' /' / / / 1 I I 111 1111 11 1 1 1 •, -- f Y- _ � y / elm 1a .1i 1241 NV. 18"M I5 sus- l I I I I I I I I 1191111 IA \\ \\ Msm -Slcw IR y Wv.is' EPPt'E). X5,1. ' / /' / NH ORAWACE xl9,� > \ -- I - -_-- -- /i/ :51287 58517 / / I I I I II I 1 s�6\ II 111141 A� 11 v �/ His- cic'N=5m14 15" HDPE PIPE. / / II � I \�\\ / APPROVED I I I I I 1 \ I p 1 \ \\ \\ L = 1451 S = 2% Y� /I I \\ \\ I / Resolution Number 22 n� I I 11 I 1 1 \ \ 11 II 1\ �� %' I // I I MH ORAWAE Date CB -33 I\ \\\ -QZ� _ / `\ I \ / \ \\ I 's�rsw50x6, I 1 I I 1 I \ I \ \ lAIIY MR7- WH 150 W(SE}50&74 , I , 1� ► V A A GRAIE:524.W 15•CW(E}-509.07 I I 1 I \ EX. 4 / \ \\ Wa IS rMNE)--2dd42 \�\ / ES- it7 / III `\ WV. Is GN NE}50zB9 I I I 1 I 11 \ 11`\ \ / �`\ /1/ I I _ \ EXISTING GATE VALVE. INV. = 508.50 „ , ,,- �\ \ \ Ipoll \ / I 1 \ \\ X PA ,4" 44 8" x 10" TAPPING SLEEVE WH 12��� 'WPr 118 / \ � / \ ,�;-_'' � AND GATE VALVE. AtH -RIN:SWiTARY \\ \ it I \ �I� I /� //' /�// \\\\\\\\\\� .7 \ WH 10' CiAY(NE�Z87 HA SIN / I �" /\ 8" CL52 , PROPOSED8 CL52 CA7 \ IRA iF. 512.87 - \ CA ICH BASH WH 15•GUP(NE)-50947 CRAY 516.07 D.LPWATER MAIN. \WV.15'cy%l>=51m61 / CA i BARN / I / / WH 18'CNP(N)=51431 \ I \ I 1 526.25 15•CPPO 514.0 \ I /'i' \` 1 1 \ I I WV. )=52199 00 WIE! NENWG WV5IZ06 CATCH OUN7 / \ I \ I I ®\\ X514 I 4/G� WV 18'DR(NE):515.16 ATA,E51431 � \\ / � � j JJ` INV. I5'CMP(NE)=51996 NOTE'. UNAIfHIR RATIONS RADDITIONS TO THIS DRAWING SECTION 72091210E THE NEWYORKSTATEE 1 Y C-10SB z� 9 � z I� w a z�1 O � 0 A Y C-10SB z� 9 /pme A-4570 ' 0 54 aQ�G F u v. D 4552 4544 \ \\ \\�I z // i� > 8;456.9 v / o\ 0 BnsiR Z Ilay.k 454.4 �_ \ / \\\ .\ \ \�12\\ \ ////, nuG n r .N 54 / Catch459 I6 eIW nuB, Pa iC460��p RIM -457.8 % Z pOk X D BC4s ALI z Inv.A- 0 \dell w 6 ¢ Manhole Cpl ildia9 0 O Cleno / \ o \` ` �' F .a 8354 a •Bewer \ gi It V rc �, -460.2 Z Q nuut ASPhO e, �� 5�� ga7im 453.2' w �� Q AG +/ 6rP/54 h Bnsm mllnvB;453.2 W a \Z�� J Z °P S " % `'. I Q\\ \\`\ _-_-'/--' a z o SAPS s41��uvI- U ° \ p ] nv.A,457; Rim;46U J I \ Q W Z o r 0 / 1, 1\ \ \\ -,' _ __ - 1 CUIb W W A 6 -457. Inu,458. W- Z\ O I- - N \ F I 1 11 , mv.B' Q �y10 Qw�o/oo I Spry pverhdog 52 p1 �W o Q 459- \ - II d " ps5 I O O > ��0 ' d OO U 0' 6 I I 11 101. z Zn 6 �I /W� Bnsin dBlb ? ° f- < u " M 0 g In o . - X459.4 1C460.9 iW /W Catch 460.5 i Manhoe O 1gGd Z I ° i a � R 11 Z � ' / I- O O 46 . 9 Rim' 1j sewer T 6 tp 0 I _ � , .... d ui , / Wa . / i ' / ° II i F A 6C 08 w vA,458. N 46p. 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I X44.5 / N. 1 w N TF UNAUTHORIZED ALTERATIONS ORA ONS TO THIS DRAWNDRAWNG IS A VIOLATION OF SECTION 7209121F YORKSTATEED A W. u, 0 y o CCU L Phi 0.0 G "m WWN i aoa�w m oxxxG¢ �C h�-?V a V �GCCyO �a�JmV �00000 vmmvv «idm0i4 1110 Q V ro F 3xaaa] Na 0000 NN N NNN N NN \ "��roaro All rO N\ On O_^NNNNa7 v�ercomo�N ' NNNNNNMMPt .I _ 'I'' I./' II / / BYPASSRI a \ 1 / - - , W ng a . . y \\ 5 \ \ 1 / \ 1 \ \\ I I 0 /, /" I---_ - \\ /' oz- J // / to \ P I f �\ / V I I / / a a a� ,/ \ I I / ,> 3 /j / / �a_ --- \\ _ 11 s \\ I % \ . �4B /\\ / z/ a w/ I / - 98q z / I I\\ 0/ 1/.. , /'" /m m ° / j I a / \\ \p \r\ r / I \ \ a l \ I W 0 d I ` I \ J Q 1 \\ X I 1�1 I (0 III I / I z \ \I I l f/ ✓ ` // \\ 1 \ f \ W\\ It CB 22 � J v Nl 1 I I I I m °. I° \ / aBsbtl J / \ \\ I I / I \ i V ►' / I `.' I / \ II 'I"ter/ `� 1` s zLL 0u I t O o 'I -- 1 3 I° I\\ 01II Bio I i P. / Ia \\ \ 0 LL % I ;I °e \\ I % / 1 \ \\\\ \`\ I 0 -A y �p r N I I W 0, l \ I Ow 7/6W \ ,ten/ I �' W �\ J 0 I- w. 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O 1 \m 1 \ UZO NW m��/ \/M,". \ 1 I� I I \ I I �6" pI \ ZN W WI„' ° 1 0 3� a0�'zo \� I I I I U W \\I I I I 12''� 00 1 \ as, J a I a I I o z z \------------ > z z ° N > \ „ -I % I 0 A QPill YX / 0.00E-- I / X z �I � w WI:'1 I , W I W]° 1 III 1 \\ \ �1 / ,1 \ w gN I es-_ °ZW N AJ 0 wW0a ° \ \ IfW II \ N 1 F °w 0 \ I I I DMHs -w W mQFa w II II OJOW 0 W \ \ \ \ ; •f:;,;;.. ,>�m \J W a a z w z\ \ It Lt. \ \\ °Q rl1 W a 3 I I- w0. °- F \b ' I �m(10�� X4756 X460.,1 ,' a// . 3- 0.Z I D I - wW(0 zo J Q1\\\\w \ \ "° It , = in Z a _0 .� \� J 1 \� 0 ° I a Q w LL w \��'-- IAll \ \ \\ \XIQ}6 \ I l ��l ° F- I ° z z Q F O 1 Q \\ \ :i0.••>�6';; p I \I io �' z w cq- a Q m' W X 0 1\ I `1\ \ 6 /. % 4 Qz W I ".II %/ \\ m°a ata 11 W \N�\ 1\ 1 q I / 0��� 501.6 /JNz 2z a �.I I- / \ Zw°0 -.L 0 a Q.1\\\ 0 Q0 \ I >I WZW a - I ' I 3 X491.6 �� \ I- Q 1� ' / (o 00 0 I \ Xw-z I-2] I 0\\ \ 1----------------- ----------- -- \] 0 I / I rn (X4 d a\ II \ \ W 3 Q N W 0 J I \Y�o m --___----- -- __-- ,' ° Z Z I / // / /'\ d \\1/ jI} .. d rc NII �N / ,.4gz \\ ' I \\\ d \ �� . 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ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEEN TAKEN FROM SURVEY MAP PREPARED BY BADEY AND WATSON, DATED 06112120. THE ENGINEERASSUMES NORESPONSIBILITY FOR IT$ ACCURACY. unrc uueuranonan el room � no ennm u r r I noelnl l -I em len nl a I I I � DROP IND ! MING Wk5N.81 ! WV. 18'WP (SV2):52.4I INV 18' CNP (5)513.26 WV 15' CNP (5X".1):512.56 WV. 15.0 (NC)�CaUNN'r NCASORE I !� a,CH &ASN CRAIE524,00 / WV. 15 )=51L2J I I WV. I "1 I � I I L / v� 0 ooc erY _See m°Pdivisn ent fitle "SuhesterC ur Y clerk' filed In 2 mom _ 2 la I� I�I � \ \\\\\\N. s a a \\\ WETLAND \MITIGATION \ AREA \ I I I II I I \I I I I I I I I nI 1 — 1 n 1 ' L11 geover C v ocee 0 0102 21 1919 b r - _-rl 1 f� r I r7 Ep. DROP MET f1f,NCRfiE PAD \ OPFNW'G WV187. WV. 15° a (SV): 481. / MV. !6' Sim (Yfmt / ! ! OK / AND CURBAUT / AW DRAINAGE RIN:4aas1 / WV. 14' RMk)--477.70 I/ / INV. 24' RCP(SW)--478.19 r R / E ,D 10p 01p / .UH ORAWACE O� / 0:04z1\ ffptG� 1, CNP(SWj=504.18 ! q5 5 9 / ! ! A. R \ CAM 8ASW CRA7E5160 CROP ar WV. 18, (N)-5.31 OPP" IN PEMNC INVSI7W GRH &A&V W¢ 18' CUP (NE).51 9AIE524.31 WV. 15' DIP(NE)=518.96 / RECREATION REQUIREMENTS R-3 ZONE f PROVIDED LEGEND AT LEAST 400 SQUARE FEET OF USABLE rt NH DRA / R7 OPEN SPACE IS PROVIDED ON THE SITE / WV. 15'CV(SN) 50617 24,000 SF REAR YARD TOWNHOUSE / WV. 15 CUP(N)-- 14 FOR EACH DWELLING UNIT FOR PLAY MH DRAWAGE UNIT +50%OF PARK PASSIVE RIN:512os AREA AND OTHER OUTDOOR LIVING USES. WV. 15' CNP(5 J RECREATION AREA WV. 15 CNP(9}= WV. 15' CUP(E)= . 7 144,086 SF @ 50%= 72,043 SF . 15' CNP(NE} z. 9 THE DEVELOPER SHALL PROVIDE MN SAMTARY TOTAL 24,000+72,043=96,043 SF RW:s134s SUITABLY IMPROVED PLAYGROUNDIPLAY AREA. EACH SUCH PLAYGROUNDIPLAY CUY(NE)=50& r CATCH 8A9N 9MIE:SI1.87 AREA SHALL HAVE A MINIMUM AREA OF WV. 15' CUP(NE)=509.4 7 WV. 15' CYP(SE)=5 .62 31150 SF CONDO POOL MH SAMrARY RIN:47&52 INV 10° aA%;;470.27 (\ INV. 10' CAY(SV),470.33 Q Z V 0 rr/ 9 0 1 /MH SAMIAAY A w RM459.94 � INV. B°PL(SE)=45JI4 1 ) I I li©� III 1 I I 1 � I I \ I � I rARY 1 m PL(NN 56.12 I .87 INV. P'PE(SE)=44382 0 -CA2H DASW �ATE4609C INV. fY —C4 9RBA d E45Si I .IY B71 'CIA Y(NE)=454.90 pAY(S)=454.97 0 i I I I I I I NH SINFARY RW:466. 6 AN 10' C!A%=45655 INV. 10' CCAY(SW)-49..61 \ I `Grgl &A9N GRArE472.37 INV. 24N RMh(---46&72 WV. 24 RECREATION WV. IB• PL(NW}46&18 I I II 1 RECREATION ANALYSIS RECREATION REQUIREMENTS R-3 ZONE REQUIRED PROVIDED LEGEND AT LEAST 400 SQUARE FEET OF USABLE rt OPEN SPACE IS PROVIDED ON THE SITE 80 UNITS @ 400 SF= 24,000 SF REAR YARD TOWNHOUSE N N FOR EACH DWELLING UNIT FOR PLAY 32,000 SF UNIT +50%OF PARK PASSIVE N AREA AND OTHER OUTDOOR LIVING USES. RECREATION AREA USABLE OPEN SPACE I= 144,086 SF @ 50%= 72,043 SF THE DEVELOPER SHALL PROVIDE TOTAL 24,000+72,043=96,043 SF 00 SUITABLY IMPROVED PLAYGROUNDIPLAY AREA. EACH SUCH PLAYGROUNDIPLAY a r IfffHIf11111/1111fn S..Ufaaff...la l/I AREA SHALL HAVE A MINIMUM AREA OF 1,200 SF PLAY AREA 31150 SF CONDO POOL a 1,200 SQUARE FEET AND A MAXIMUM ^Y C O DISTANCE OF 1,000 FEET FROM THE UNITS cvro TO BE SERVED m a 0 USABLE OPEN SPACE I C U 10 PARK - PASSIVE K � IN ADDITION TO THE ABOVE, THE RECREATION AREA DEVELOPER SHALL ALSO SET ASIDE 10% oG OF THE SITE FOR THE PROVISION OF Grp C V PARK ANDIOR RECREATIONAL FACILITIES. , IF THE PROVISION OF SUCH FACILITIES IS 600,459 10%. PARK PASSIVE REACREATION AREA: MPRACTICALBECAUSEOFTHE 601045 SF 144,086 SF 50% 72,043 SF, PARTICULAR LAYOUT OF THE DEVELOPMENT OR FOR OTHER REASONS, PLAYAREA A RECREATION FEE OF $4,000 PER UNIT U ro�3 SHALL BE SUBMITTED PRIOR TO c� APPROVAL OF THE APPLICATION. APPROVED Resolution Number Date 3 1212 o 2 co 0 20 40 80 TL SCALE:1"-40'.0" SAfE DIG Before You Dig, Drill or Blasf! ULLIISip1EFEE 011 u1iA0.953)�3 1 .vr imw�xcmv I�elsslmomnoia , Ireom�wonnga:rsm�.num.�oa uaoaomPrcas. „w.a�� ruw.wn i 0 W Q\ � > rt W N N N W O 0 N U E � I= � u «r 00 a r by N i W Q\ � z o 0 > QQ �z �Q H a P A � z� y N «r 00 r by N 0 a 0 ^Y C O ro G cvro m a 0 C U 10 0z K � C oG Grp C V b , Y FCU >a3 YY� SAV U ro�3 v � c� AAw V1 'oEE w ko N F J 7 � z 0 > QQ �z �Q H a WW A � 0 0 N FCU YY� SAV v � AAw 'oEE L F J rl 7 Q F Eu F v,. xxE T J Uy 3 3 MMS aaa er�NN° — O OOOiN oco m NN�� oGxzyQ NNN Q�ON C (VOh 0 Z C . al_L NMr' '7r �o0 N Q� r�nrz FvaOG"c0 [(`V LSCCE pMV_Nl�—^NNNN E•- Q��v]��mUF N00000_ vzHtitiroa3 9 W v ._ .�3zza» : evaa NNNNMM�W M� OOOONNNNNNCC ' Imo.-W�WIn P!\VMO—\OHO O^^NNNNCCN 0NNNNC�IN�MMMMa 7 � z 0 > QQ �z �Q H a WW A � 0 N 'oEE L F J rl Q F Eu F v,. Ah: T J Uy 3 3 MMS aaa er�NN° O oco m NN�� NNN Q�ON C (VOh 0 C NMr' N N r�nrz pMV_Nl�—^NNNN C-106 i d /I 0 .v 0 C 0 � z 0 > QQ �z �Q H a WW A � C-106 i d /I 0 .v 0 C 0 0 m o 0 N W O m N m m d- a _ F m U tt 0 a a r o m ro z a 0 0 o z 2 W m J w It ED i c ° w CN O } m im 00 N wn ° J o ��o I LLfax N p Y V 0 11 1 dV ID O tY 0 d. o I -Id 0 �qq Q " � 1 5 C 8 Ego Q qab W 0) r" 0 v m .m 56 > i Y dd-d U w VN N 04 3.43 # M3�N2�b Q� kAI LU Z Q 4 ~ u DISTANCE ALONG BASELINE (FT) , 0 �0 a U N v fy ssor v 1s * VW ti APARTMENT DRIVEWAY (1) (1) VERT. SCALE: 1" = 8 HORIZ, SCALE: 1" = 40 m m N HIGH PT STA: 9+71.78 ° HIGH PT ELEV: 527.80' N PVI STA: 9+30.02 PVI ELEV: 529.73' w m H I w J W 91LU F LL v NO toZ 0 F W W 53 o m o a 2 x N <II 3 aN U c DISTANCE ALONG BASELINE (FT) TOWN HOUSE ROAD (1) (1) (1) W VERT. SCALE: 1" = 8 a HORIZ. SCALE: 1" = 40 0 a HIGH PT STA: 0+06.50 HIGH PT ELEV: 50628' PVI STA: 0+44.00 A PVI ELEV: 504.7r K 22.88 O00 0 0 T 0 GRADE BREAK STA = 0+00.00 U ELEV= 506.54 4. w Y I'd LL m Z dd 0 W h+i W z 0 Fi Q �a � W APPROVED A Resolution Number 26 - 01 Date 3l2110�1Al 0co1 a 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 3+82.73 0 0 DISTANCE ALONG BASELINE (FT) 0 H CONNECTING ROAD NEW VERT. SCALE: 1" = 8 Y HORIZ. SCALE: 1" = 40 C-301 NOTE UNAUTHORIZED FSECTION72 (2)0F THE NEWYORK TAT EDUCATION W. o ro HIGH PT STA: 3+10.83 " a + HIGH PT ELEV: 488.35 a LOW PT STA: 0+13.35 HIGH PT STA: 1+82.67 PVI STA 3+25.83 � II LOW PT ELEV: 46727' HIGH PT ELEV: 491.52' PVI ELEV: 487.90' II F PVI STA 0+25.OD K: 15.00 PVI STA: i+80.19 � y PVI ELEV:487.10' m PVI ELEV:492.27' y ° w K: 10.00 L NGTH:30. ' a ° m 500 m ° K: 15.00 PASSING SIGHT DI :788.18' � �' LENGTH: 94. n- m m m' � w H LIGHT DIST: �1 64' m � m " m m " LOW PT S A: 5+22.22 LOW PT STA: 7+2 .17 HIGH PT STA: 8 46.15 LOW PT STA. 10+44. � � I � + N m PASSING SIGHT DIST: 291.74' � ro o � o n m ° °mST PING SIGHT DIS 152.46'" m + m a � LOW PT E EV: 478.14 LOW PT ELEV: 47.96' HIGH PT ELEV: 77.54' L W PT ELEV: 475. G 495 ' n a m a �, v PVI STA 5+00.00 PVI STA: 7+30. PVI STA: 8+3 .98 PVI STA: 10+75.22 F (7 a o m rn w in w � U N ui PVI EL :479.19' PVI ELEV:474.4 PVI ELEV:4 69' PVI ELEV. 475.301 y ui N j > j > > m � j K:1 .00 K:15.00 K: 10.00 K: 15.00 w . U U ww m ww 490 m w ,� 3 � m ° 1.8°b - i H ?MIGHT )IST.36' EADLIGHTDIST:1 8.12' 11111!) K 30.00 m m 53� LENGTH: 231.00' _ o o tia OWPTSTA:4+q8 8 ASSING SIGHT DIST: 509.1 ' � ST PING SIGHT DIS :199.69' � G o OPPINGSIGHTDIST:240. ' OW PT ELEV: 506 3' a M Nm ° 53tlI aa� PVI STA: 4+77.9r, 520 �N 0 " rov � w LOW PT STA:1+82.40 m 7 m a Uj °" PVI ELEV: 506.0 PVI STA:1+32.0 " m w E > m y � m >> � PVI ELEV: 4919 vro K: 15.00 3 a 515 > U > K: 18.22 NMN 52� q� Q E OOOy6 ? Ev U.1 II U H DLIGHTDIST:1 .70' EV:494.38� vc 3 m.??U LENGTH: 100. K. 86.37 Emvvo EADLIGHf DIST: 26.7r 52 w J 510 u ro m 7GroGC[0• ENG U vJ7 m N\\ °a � rm SiOPPI SIGH IG DISI: 5 h •q ui � 01, Wm N Np 5 505 � � � � 0 > "mm � a OM<l� N � •46' " �z� 5.�° - rya NNN 515 -- v GSIGHTDI T:403.41' � NLLI / H DLIGHTDIST:11 33' 0 0°b � 1 �•1NN \ N�lNNN tii � o " n S OPS SIGHT DI X84.88' m m 1.3°k > \ Lu 485 / 1.8% \ 495 +" Npj�� \ a��o��ao�Nri MID O Na 0" - m m O" "+r NNNNNNMMMM 510 � as +� 499 � r mn � ° i GRADE BR KSTA=0+00.0 \ � % m0- - 485 °+'� +a ma o� 480 ELEV=487 5 - - � m m Uj I- 1 ma 2 r`w 2 NU 3 � 3+ �N �w 0� ¢ mU �r 0)� Or Oa N� M 500 ww UU UU >> by w NNtl•a UU m >W 1060/ 495 Ca 7 480 � >> >> + 0 2+50 3+ 0 3+ 4+ 4+ 0 5+ 0 5+ 6+ 0 6+ 0 7+ 0 7+ 0 8+00 6+50 9+ 0 9+ 0 10100 10+50 10+ 0 0+ 1+ 0 1+ 2+101 mm > W � 5ON0 2.0% � � 3A°k 1.0% / 475 / 470 485 0+ 0 i 1+ 2+ 2+ 3+ 0 3+ 0 4+00 4+50 5+ 0 5+ 0 6+00 6+50 7+ 0 1+ 8+ 0 8+ 0 9+ 9+ 0 10+00 iQ+50 11+00 11+50 12+00 12+50 13+00 13+50 13+ K 30.00 m m 53� LENGTH: 231.00' _ o o tia OWPTSTA:4+q8 8 ASSING SIGHT DIST: 509.1 ' � ST PING SIGHT DIS :199.69' � G o OPPINGSIGHTDIST:240. ' OW PT ELEV: 506 3' a M Nm ° 53tlI aa� PVI STA: 4+77.9r, 520 �N 0 " rov � w LOW PT STA:1+82.40 m 7 m a Uj °" PVI ELEV: 506.0 PVI STA:1+32.0 " m w E > m y � m >> � PVI ELEV: 4919 vro K: 15.00 3 a 515 > U > K: 18.22 NMN 52� q� Q E OOOy6 ? Ev U.1 II U H DLIGHTDIST:1 .70' EV:494.38� vc 3 m.??U LENGTH: 100. K. 86.37 Emvvo EADLIGHf DIST: 26.7r 52 w J 510 u ro m 7GroGC[0• ENG U vJ7 m N\\ °a � rm SiOPPI SIGH IG DISI: 5 h •q ui � 01, Wm N Np 5 505 � � � � 0 > "mm � a OM<l� N � •46' " �z� 5.�° - rya NNN 515 -- v o � NLLI / 000'^'^"'^'^ 500 �•1NN N�lNNN tii I� 1.3°k > \ Lu LU / 1.8% 495 \ a��o��ao�Nri MID NNNNNNMMMM 510 � 499 � 485 480 0 0 1 1 2 2 3 3 505 3+ �N � 0� O� �r 0)� Or Oa N� M 500 NN by NNtl•a as 495 Ca 7 0 + 0 2+50 3+ 0 3+ 4+ 4+ 0 5+ 0 5+ 6+ 0 6+ 0 7+ 0 7+ 0 8+00 6+50 9+ 0 9+ 0 10100 10+50 10+ 0 0+ 1+ 0 1+ 2+101 ----------------- LENGTH:75.00' tia ASSING SIGHT DIST: 509.1 ' 0 OPPINGSIGHTDIST:240. ' N ceU Nm aa� "v a 520 �N 0 " rov a "o LOW PT STA:1+82.40 7 a Uj °" PVI STA:1+32.0 " IGHPTS iA' E m m m >> � PVI ELEV: 4919 vro 2+72 IGHPiE PhSiA�+495, 3 a 515 K: 18.22 NMN q� Q E OOOy6 ? Ev gxxxca U U�w EV:494.38� vc 3 m.??U LENGTH: 100. K. 86.37 Emvvo EADLIGHf DIST: 26.7r ON" 510 u ro m 7GroGC[0• ENG U vJ7 m N\\ °a � G SiOPPI SIGH IG DISI: 5 h •q ui � 01, SIG � 2 w 5 505 0 > "mm � a OM<l� N � •46' " �z� U� - rya NNN -- WW NLLI 000'^'^"'^'^ 500 �•1NN N�lNNN WVW I� 1.3°k NN \ 1.8% 495 \ a��o��ao�Nri NNNNNNMMMM 499 � 485 480 0 0 1 1 2 2 3 3 3+ �N 0� O� �r 0)� Or Oa N� M NN by NNtl•a as Ca 7 tia >x 0 N ceU r aa� "v a rov 7 a E " E m m a vro WWF a NMN Q E OOOy6 ? Ev gxxxca U U�w vc 3 m.??U Emvvo "O ON" u ro 7GroGC[0• U vJ7 uv,U N\\ G G d°°ogo h •q � Qdvv�d w 5 "mm OM<l� v Urororororo " �z� - NNN aaa 000'^'^"'^'^ �•1NN N�lNNN WVW I� NN N77 a��o��ao�Nri NNNNNNMMMM 0 N rov a E " E a vro Q E ? Ev U U�w 3 "O ON" u N\\ G QO h •q w 5 OM<l� " �z� - NNN 510 1 505 pOP F 495 LL Z 0 Q W 490 W Z 0 F W J W 485 480 475 470 15" HDPE DRAINAGE PIPE FROM CB -11 TO CB -12 N m n0 pN NU am GRADE. 4G GRADE n ON N0 m °10V. m 0 0 On ON O>N NN U a 0� Up >N 6 tl a APARTMENT (L m APPROXIMATELY LOCATION FOR FOR 6" EXISTING WATER MAIN. w 1610C RHDPE /'INVA791. ' EXISTING 10" SEWER LINE INV. 470.27' h0 ON N0 ^0 ^N 00 On ON 00 NN Nto a 0� 0� Nr tl a APARTMENT BUILDING. N pl N W N h N N 1D 1� O O . a N N ^ F 505 I C � \-8" WA a n. 00 0 LL 470 � F c�U ro 545 �� 0 006 Z -ol rya,IZ Fy NN p 0 0 Ia \ N ] U� �a N �p �q �q > V0� > F N US tt U 2N IROPOSEDGRADE a \ NDN r w v 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+23.3 ip 475 540 iMoa Zon W 1610C RHDPE /'INVA791. ' EXISTING 10" SEWER LINE INV. 470.27' h0 ON N0 ^0 ^N 00 On ON 00 NN Nto 0 (0� 0� 0� Nr tl 0 APARTMENT BUILDING. N pl r W N h N N 1D 1� O O . 0 N N 0 F 505 I C � \-8" WA a n. 00 0 CONN 470 � F c�U ro 545 �� 0 006 000 0 0) 00 NLO NN as 7p �a as �� �a �a �p �q �q V0� 500 480 IROPOSEDGRADE a C NDN r N v 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+23.3 DISTANCE ALONG BASELINE (FT) SEWER LINE BUILDING VERT. SCALE: 111 =4 HORIZ. SCALE: 1" = 40 rc 535 " 555 550 a 15' HDPE PIPE �RV�VJCV MADE I EXISTING GRADE o 0 490 N 0� CONNEC111GC1146TOCB45 00 � i N 490 APARTMENT BUILDING. N / H 0 485 510 p e C11201P 480 N TINGGRADE. U� H 475 0 � F 505 I C � \-8" WA a n. r �N CONN 470 � F c�U �0 545 00) 0 006 000 0 0) �a w 1a "t N 2 \ n 500 480 IROPOSEDGRADE a C NDN r N v 475 540 iMoa -C N G CONNECTING 470 wwt~ CBS 530 (0 E K 0 b \lrmrCL5201PYg7EA.114M. 465 495 Q 24'HDPE"PE r11 N K� r}� N�CD 40 \ �0 00 CO �0 �N M �a as D �a a a as 535 IT �a v < 1.0% 5'MPIPE \ "N Na NK \ CONNE0NGCB.I4TOCB43 499 ^.06_-U0o X ro E00 525 530 \ jaE v t E \ m'N BCGKKN 485 C)O Nn�� 2�?0 400000 0.3°% u 480 0000« 525 QJ. \ On OD ON 010 t\0 O0 MN N N Oh r\a n cON a�CDN6GB4TOGBJ N fC?? Dj0 p n NN Oa 01 NN 1110 ri� ap % 0D ON O b0 0 j1� W tla O �a 0 �a 7a 0 �a 0 dp to 00 NN OVINNhVI 0000000 PROPOSED GRADE. mo NO--O� 520 W= 52 aNNN7� 0. m \5'HOPE PIPE NNNNNNMMrN1M J a CONNEGRNGCB-6TOOR4 2a1'Dr, m o� 00 515 "ma ppN ,I r BpPC�R WH CHANNEL .,�6 0N� �26g% DRAIN PIPE, 011 U o. Nrc iy aaN \ 510 0 515 2"WAIERSUPPLY \ 0060 m0040 EXCA ISTINGGRADE po LINE FOR BUILDING -10 oo.." I 3:zj 0 o N U 505 r \ 500 W�zzz" am N m 0. BPNCSDR 17HDPEPIPE 00"00 5'HDPEPIPE / o =mz'Do a N 495 CONNEGNNG1311bTOCB-6 2�"N 490 0 00 010 Q10 0o t` 00 Mn 00 rr OV) tlr *N �0 t\r (00 100 OM M0 0D0 00 0r 00 00 r 0 N P O O1 n N M n N t0 c0 a O O1 t� N O 01 ai cod M� ro� d� air �,� �� No d� �N N�j vio �i d� d� 0ir ro� ro� ��, do ho ror b NN HN b0 1(jN h0 NN NN ON b,r0 bN 1()N 10 u1 1000 Ny N� 1000 NN 100 100 ON 10 U1 100 N� otg Ng \ U N r 10 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+00+70.46 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 x,19 DISTANCE ALONG BASELINE (FT) TOWNHOUSES SEWER LINE PROFILE VERT. SCALE.1" = 4 HORIZ. SCALE: 1" = 40 a 15' HDPE PIPE �RV�VJCV MADE I EXISTING GRADE o 0 490 N 0� CONNEC111GC1146TOCB45 00 � i N 490 APARTMENT BUILDING. N / H 0 485 510 p e C11201P 480 N N U� H 475 0 � F 505 I C � \-8" WA a n. r �N CONN 470 � F c�U �0 � 00) 0 006 000 0 0) �a w 1a "t N 2 \ n 500 480 a C NDN r N v 475 iMoa -C N G CONNECTING 470 wwt~ CBS 530 (0 E K 0 b 465 495 Q 24'HDPE"PE r11 N K� r}� N�CD 40 b� �0 00 CO �0 �N M �a as D �a a a as 't IT �a v < 1.0% 5'MPIPE \ "N Na NK \ CONNE0NGCB.I4TOCB43 499 ^.06_-U0o X ro E00 525 W W jaE v t E \ m'N BCGKKN 485 C)O Nn�� 2�?0 400000 u 480 0000« 475 QJ. On OD ON 010 t\0 O0 MN N N Oh r\a n N fC?? Dj0 p n NN Oa 01 NN 1110 ri� ap % 0D ON O b0 0 j1� W tla O �a 0 �a 7a 0 �a 0 dp to 00 NN OVINNhVI 0000000 PROPOSED GRADE. mo NO--O� W= 52 aNNN7� 0. m NNNNNNMMrN1M 2a1'Dr, m o� 00 "ma ppN ,I r BpPC�R mui .,�6 0N� �26g% 011 U o. Nrc iy aaN \ 0 515 2"WAIERSUPPLY \ 0060 m0040 EXCA ISTINGGRADE po LINE FOR BUILDING -10 oo.." I 3:zj 0 o N U \ W�zzz" am 0. BPNCSDR 00"00 / o =mz'Do a N 510N 2�"N '- Yl 1 CSDR35�.63� otg Ng \ U 15" HDPE DRAINAGE PIPE FROM CB4TOC83 C sk Ca. P .505 f N�DS��MZ61 9$ 15" HDPE DRAINAGE PIPE FROM CB 41 TO CB -5 " w ?WATER SUPPLY 500 LINE FOR BUILDING -8 I 495 NEW B" WATER MAIN BETWEEN BUILDING £ AND BUILDING -8 2" WATER SUPPLY 2" WATER SUPPLY 2" WATER SUPPLY 15' HDPE DRAINAGE PIPE LINE FOR BUILDING 4 LINE FOR BUILDING -2 LINE FOR BUILDING -6 FROM CB -9 TO CB -8 490 nN (�� 100 00� CON 0� �� 0) ^N Opp ^N nTr. 010 0� 010 ^� ON � �0 ^0 �r N� 4NN N0 p0 �� �N �M �0 SOD �0 00 �N �N 000 001 ON ON ON ON ON ON 4)tIN o ON 010 Din ON NN ON ON ON ON ON NN 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 x,19 DISTANCE ALONG BASELINE (FT) TOWNHOUSES SEWER LINE PROFILE VERT. SCALE.1" = 4 HORIZ. SCALE: 1" = 40 DISTANCE ALONG BASELINE (FT) TOWNHOUSE UNITS WATER MAIN VERT. SCALE: 1" =4 HORIZ, SCALE: 1" = 60 �APARTMENT BUILDING 8" SEWER SERVICE. SEWER SERVICE CONNECTION TO SEWER MAIN LINE TER MAIN ECTED TO F.H -6 N O TM m a 0+00 0+50 0+94.35 DISTANCE ALONG BASELINE (FT) SEWER SERVICE APT BUILDING VERT. SCALE: 1" = 4 HORIZ. SCALE: 1" = 40 F LL Z 0 W J W I� LL Z 0 F- > W J W 520 APPROVED Resolution Numbers D� Date --441 —` 495 15' HDPE PIPE �RV�VJCV MADE I EXISTING GRADE o 0 490 N 0� CONNEC111GC1146TOCB45 00 � i N 490 APARTMENT BUILDING. N / ca 0 485 510 p e C11201P 480 N N U� H 475 0 � F 505 I C � \-8" WA IXLS'RNGGRADE r �N CONN 470 � F c�U �0 � 00) 0 006 000 0 0) �a w 1a "t DISTANCE ALONG BASELINE (FT) TOWNHOUSE UNITS WATER MAIN VERT. SCALE: 1" =4 HORIZ, SCALE: 1" = 60 �APARTMENT BUILDING 8" SEWER SERVICE. SEWER SERVICE CONNECTION TO SEWER MAIN LINE TER MAIN ECTED TO F.H -6 N O TM m a 0+00 0+50 0+94.35 DISTANCE ALONG BASELINE (FT) SEWER SERVICE APT BUILDING VERT. SCALE: 1" = 4 HORIZ. SCALE: 1" = 40 F LL Z 0 W J W I� LL Z 0 F- > W J W 520 APPROVED Resolution Numbers D� Date --441 —` 495 M N N r a 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+001+23.12 DISTANCE ALONG BASELINE (FT) WATER MAIN BEHIND APARTMENT BLDG VERT. SCALE: 1" = 4 HORIZ. SCALE: 1" = 60 515 15' HDPE PIPE > o 0 N 0� CONNEC111GC1146TOCB45 00 � y1 N 490 N CL520I.P N PROPOSEDGRADE, ca 0 l 510 p e C11201P N N U� H 0 � F 505 I C � x IXLS'RNGGRADE r �N 485 � F c�U � p '0pi G: 0 SRNGGRAOE 0. w U) F 2 \ n 500 480 a C N v 475 -C N G CONNECTING 470 wwt~ CBS OCBd \ b 465 495 Q 24'HDPE"PE r11 y%N K� r}� N�CD 40 b� �0 00 CO �0 �N M �a as D �a a a as 't IT �a v M N N r a 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+001+23.12 DISTANCE ALONG BASELINE (FT) WATER MAIN BEHIND APARTMENT BLDG VERT. SCALE: 1" = 4 HORIZ. SCALE: 1" = 60 515 00 0 > o 0 N 0� W 00 � y1 N o N CL520I.P N W ca 0 l 510 p w N N U� H 0 � F 505 I C � x NN r �N -PROPOSED GRADE. � F c�U � p '0pi G: 0 SRNGGRAOE 0. w U) F 2 \ n 500 C N v wHOPEPIPE -C N G CONNECTING wwt~ CBS OCBd \ b 495 Q 24'HDPE"PE y%N CONNECRNGNEWPOND OVREPANDDW-T oCCCwN D QIx2"cQ < 5'MPIPE NK \ CONNE0NGCB.I4TOCB43 499 ^.06_-U0o E00 jaE v t E BCGKKN 485 C)O 400000 u 480 0000« 475 QJ. On OD ON 010 t\0 O0 MN 01� Oh r\a n Dj0 d n NN Oa 01 NN 1110 ri� ap % 0D ON O b0 0 j1� W tla O �a 0 �a 7a 0 �a 0 dp to a r O 01 a 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 550$0.22 DISTANCE ALONG BASELINE (FT) WATER SERVICE MAIN VERT. SCALE: 1" = 4 HORIZ, SCALE: 1" = 60 0 00 0 > o 0 N 0� W 00 � y1 N o N N W ca 0 l i O p w N N U� H 0 � F > �w C � x NN r �N � F c�U � p '0pi G: 0 a 0. w U) F 2 n LM 00 0 i o N 0� N 00 � y1 o N WW w x� ca 0 l Oro�� Q w aQ U� H 0 � Hca > �w C � ai m NN r �N � Y c�U '0pi w U) 40.K N 1� zl� N 10 N N o z H c 0 l 0 Q w aQ H Hca > A� c�U s 40.K C v -C N G 0 wwt~ b Q y%N oCCCwN D QIx2"cQ < NK ^.06_-U0o E00 jaE v t E BCGKKN ���y C)O 400000 0000« QJ. Uvv 00 NN OVINNhVI 0000000 mo NO--O� W= aNNN7� NNNNNNMMrN1M zl� N 10 Y v o z H c l Q w aQ H Hca zl� 0 0 x 0 0 40 0 N 10 Y v � z 0 w aQ H Hca A� 0 0 x 0 0 40 0 0 B: O N N W O N y 510 U U J 0 Q i F z a J 7 N Z 0 U z QO N W N ° L O F O w V ^� N A r N e rc w n w hN i C w0 40 wwp ^' U Q, m 0 495 0 01 °2 002 C I C I w I I a O "CCf [' a A IL 0 O N Ua wkc 0 0 U w o°0 Cwwy ,��" q a'Op 490 ,� moo N w Qpm d ��3 Q > �a 0 .r U� 485ItH '� W N N N LL Z 0 �- F 480 Q tl M w/OHS y^ W Z ���� ��, I i de W 0 Z �I, m Wz F a u Q J. tid 4 CC J 475 add ESOP 9 z W u 470 465 460 07 vi r DO N a a 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+60 4+00 4+50 5+00 5+50 5+75.91 W DISTANCE ALONG BASELINE (FT) In a EXISTING HOUSE DRAINAGE 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 9+69.39 VERT. SCALE: 111 = 4 HORIZ. SCALE: 1" = 40 DISTANCE ALONG BASELINE (FT) BUILDING PARKING LOT DRAINAGE PROFILE VERT. SCALE: 1" = 4 HORIZ. SCALE: 1" = 40 a r o 2 <II 3 aN J : < o A ww o Dal xxp r - o O 000 485 001 ON o. nm1°o "oopa w w w Nn nFm a WWa 485 Iaipa gI 002 s a x2�w W 0 !"'1 000 00'a N N m m. m°On 000 o.vo daa�a �.. 480 a3bo� M ^ Q, FW/1 Z ^ 475 Q IL W z J W Q x J 470 (.51% -53' of 12" 0 CO W z T C 0 -11,024"0 U 465 L23.m W p m � 3 a n Oso a N 0+00 0+50 0+73.11 N zo do H 0+09 0+50 1+00 1+50 2+00 2+50 3+00 3+28.11 DISTANCE ALONG BASELINE (FT) a s BACK OF PARKING LOT PROFILE w w DISTANCE ALONG BASELINE (FT) VERT. SCALE: 1" = 4 A HORIZ. SCALE: 1" = 40 SIDE PARKING LOT DRAINAGE PROFILE AMOM VERT. SCALE: I" = 4 Resolution Number 2l •01 HORIZ, SCALE: 1" = 40 pate 3 u >aiy 0 x 0 a 0 0 F L404)C 03 NOTE UNAUTHORIZED ALTERATIONSRA A TI FSECTION720 (2) ENEWY RK ATE EDUCATION W. w 0 x a a 0 U 505 a w Wa o I min 0° a oWn Iw tt °Fa �0 U m7d OU 0 7"p0F U0 h Oa3m :�a m W m a 500 HH� nal No' yFp W7� W II `N'e ZpLL ip0� nnn° CCO of>> °°m2 00° mf ;>2 > �zm x2xrc UUm Urc ??m PROPOSED GRADE. a CCCp 00a L0:00 OOOU H�io � UUUO m. A m00a m°n°"n \ mNNiOj,nOnQO495 -..a. ��ag�a IXISNNGGFADE. 00 hroai uian N'f»>j "�'of15.6 "v' �� riaggsa Urc???N 9m .e azzzpa 63� P9i ri m f»»j �< pZ2ZZy W 0 .p$� m � m �m azz a a 2 �, zpn Upzi m 2 rc 490 �ao >> -- n rc p U U 0 C3 O N N m -23'of 18"OCOR HDPE@1.00% #° n°'rv^ � Noa Ra '° � Qaz Oa W � mm W }f> >jwa 485 � pgri' p mrc3 ZNaI — \ �,py I OU A a ZN OU n0 U0 Ip w H\ 0o V. rvm. 8'BE'AER MAIN UNDER 0 U N m "o 15'HCPE%PECONNECTING U0 Noao 480 CB �vjma �aZOa G1fZZ7 � HNna"O IRCOMROLME In vi ON UTZ IM ci LL LING Ott??N 8"WATERMAINPIPE. k Utt__m � mn n TERDETEMION N �yi�h ELEV=471ST OETNLo-1 Utt_ m 475 N �02q'g -- — 4D2Bp� / •11rwz4'e HDPE�1.ppN �11T�Y4 OCORRH �N1. 479 ������ IMl.IN:9BBA1' NFlL7RAilON:4[8.75 -11'of24"000 RHDPE@1.50 B°SEVrERWUN UNDER 15' f OPE PIPE CONNECTING CB-14TOC8 d3 46S -1 'of 24"OCORRH HDPE 6" WATER MAIN PIPE. 460-11'oi24"000 RHDPE@0.00% 455 n� Ln CID (J3 (0 4;t CD �� (p d' j) 0) W ppZZZm p 0 a 0m TAENCH IN N AINElEV:4 a 475 INvour:47 z2 ° ^� RR HD E@1.29% 465 2 'a f24"0 002 ° 0 w 0 U0 _>x viej �a N v� �� w0 IXISTING GRADE. o N� N CU EXISTING GFAOE. m a ccU U 0 0 "a N CCO 00° co N,NO2 00 Qmn mIp Nam 00m �': Oma apo �M I" m^b NN' "'n �v3 a00 Na7a an,Na C PROPOSED GRADE. YmjmOp Wnn DO °n°RR am�� a. mmF°m mFa n0�� vm axx NaO�a uiaEa wn 7 Na?Oa 00 V: mnn 0 0 _ UpZy mp�p 0]f»j °o�F° N�p7p 01 ro [labor �� ICC m UpZ22y Ud?3N vZ04 Q azpa g » j Na.?Of 000,m Ie2 p� CCC abhor 000v� pZZy UrcbZN F �' OC? zm 000 GQ 3 n0 ccc 0 N u ONO A '"- \tl.02'ofi5"OCORRHDPE@ O 7ro O CCy0• 23' of 15" 0 CORR DPE 1,04% @ � SLOTTEDDRAIN. SEE DETAIL D-16 ON G507 "yU�xmU -33'of "OCDRRHDPE 0.76°b U a00000 85'of15"OCOR HDPE�0.77% p � p0 11.08' of 8" 0 CORR HDPE 1.12% q Q"� -52'of12"OCORRHD a E�d6.05% xam"mia"m Urororororo � M N� OU Um ro� ' 3xxxax °a �a 'ori ° m cMvh ao �M !0 n10 002 tttt� �a ^N r\a O n7 �a NNNN O NNNNNNNNN a a �'a �a �a as 000 }�ZZ20 0-�^N NNNaa uh^ ahe�°aAd.:rim7 NNNNNNrIMrin Broad nFn m vZ°a 914'g1g p22N mm°� ondaoi a= IC w 6 GRRHDPEN1.1� � ;iiia ao 3 f»O� CU 0 `8B, pzzzy U0 i FpFz:� Rq NopF�q �°iro ZOn -4 of 15"OCORRH PE 1.05% I 9S% ^"'m+°m oZ;� \ NazOa LCLYNFw� ��>Oj $OWO Orc?3a / STOANYIAIEASYSIELI rrv.lu:no5r IKIURAilON4w,i5 -84' of 5" 0 CORR HDPE 4.39°b -15'ofi8"0 ORRHDPE 1.1 % -14'of24"0C RRNDPE@3.76° ^9'of24"OCORRHDPE(�0.0% -12'of 4"OCORRHDPE 0.00% N �Q IN d,a IT fid' Wa °fA �r °01 �r Ln a o� o n o� ui Sao �ro ro°� m'� �r ncc n'0 nN nN nN nN ro ao ro ro ro n r n n n n �a�a as as 1pN °� h� Or Na ppN t\� na f\N NN °� %� (��n . O N f0 . r � N M OD O r n � n o� rn� mf0 rnN �� �� �N ro" ron �N na nN nN `n°N n� nNn o°a� �mv°' X01 v'°' �°° vro vC0 �n�n�.� vr` �.� �.n� W ppZZZm p 0 a 0m TAENCH IN N AINElEV:4 a 475 INvour:47 z2 ° ^� RR HD E@1.29% 465 2 'a f24"0 002 ° 0 w 0 U0 _>x viej �a N v� �� w0 IXISTING GRADE. o N� N CU EXISTING GFAOE. m a ccU U 0 0 "a N CCO 00° co N,NO2 00 Qmn mIp Nam 00m �': Oma apo �M I" m^b NN' "'n �v3 a00 Na7a an,Na C PROPOSED GRADE. YmjmOp Wnn DO °n°RR am�� a. mmF°m mFa n0�� vm axx NaO�a uiaEa wn 7 Na?Oa 00 V: mnn 0 0 _ UpZy mp�p 0]f»j °o�F° N�p7p 01 ro [labor �� ICC m UpZ22y Ud?3N vZ04 Q azpa g » j Na.?Of 000,m Ie2 p� CCC abhor 000v� pZZy UrcbZN F �' OC? zm 000 GQ 3 n0 ccc 0 N u ONO A '"- \tl.02'ofi5"OCORRHDPE@ O 7ro O CCy0• 23' of 15" 0 CORR DPE 1,04% @ � SLOTTEDDRAIN. SEE DETAIL D-16 ON G507 "yU�xmU -33'of "OCDRRHDPE 0.76°b U a00000 85'of15"OCOR HDPE�0.77% p � p0 11.08' of 8" 0 CORR HDPE 1.12% q Q"� -52'of12"OCORRHD a E�d6.05% xam"mia"m Urororororo � M N� OU Um ro� ' 3xxxax °a �a 'ori ° m cMvh ao �M !0 n10 002 tttt� �a ^N r\a O n7 �a NNNN O NNNNNNNNN a a �'a �a �a as 489 p 0 0m TAENCH IN N AINElEV:4 71' U 475 INvour:47 z2 479 ^� RR HD E@1.29% 465 'a f24"0 RR HDPE@1. 460 0 U0 _>x viej �a N v� va a p 0 PROPOSED GRADE. C O N p 0 � 0 'a pU U0 0 U0 _>x 0 U 0 0 o N� N m n EXISTING GFAOE. m a ccU 0 "a N - Nam �� �M m^b Na7a an,Na C YmjmOp Wnn DO am�� mmF°m N�°, vm axx 0 0 _ UpZy mp�p N�p7p 01 ro �Na. �� ICC m Q azpa Na.?Of 000,m Ie2 p� CCC 000v� pZZy UrcbZN F �' OC? zm 000 GQ 3 n0 ccc 0 N u ONO A �Ia!N O 7ro O CCy0• "yU�xmU U a00000 p � p0 a Nmn. q Q"� Qv a xam"mia"m Urororororo � OU Um now.° ' 3xxxax 'ori m cMvh aaaa 0H 002 tttt� Nmaaaw QyZ��p �z^+^ O N NNNN O NNNNNNNNN ^^aMr^aaw 000 }�ZZ20 0-�^N NNNaa uh^ ahe�°aAd.:rim7 NNNNNNrIMrin Broad nFn m vZ°a 914'g1g p22N mm°� ondaoi a= IC w 6 GRRHDPEN1.1� � ;iiia ao 3 f»O� CU 0 `8B, pzzzy U0 i FpFz:� Rq NopF�q �°iro ZOn -4 of 15"OCORRH PE 1.05% I 9S% ^"'m+°m oZ;� \ NazOa LCLYNFw� ��>Oj $OWO Orc?3a / STOANYIAIEASYSIELI rrv.lu:no5r IKIURAilON4w,i5 -84' of 5" 0 CORR HDPE 4.39°b -15'ofi8"0 ORRHDPE 1.1 % -14'of24"0C RRNDPE@3.76° ^9'of24"OCORRHDPE(�0.0% -12'of 4"OCORRHDPE 0.00% N �Q IN d,a IT fid' Wa °fA �r °01 �r Ln a o� o n o� ui Sao �ro ro°� m'� �r ncc n'0 nN nN nN nN ro ao ro ro ro n r n n n n �a�a as as N � 0 _>x 0 o .. N ccU - CaF C 0 0 _ wmF ro m Q 000,m 000v� F �' oxxx GQ 3 ccc 0 N u ONO A O 7ro O CCy0• "yU�xmU U a00000 p � pvvvvv q Q"� Qv a xam"mia"m Urororororo hhz ' ��' ' 3xxxax 'ori m cMvh aaaa r; �z^+^ O N NNNN O NNNNNNNNN ^^aMr^aaw 0-�^N NNNaa ahe�°aAd.:rim7 NNNNNNrIMrin 0 N F _ m Q �' 3 N N u ONO O O NCv� p q Q"� hhz ' 'ori m cMvh r; �z^+^ NNNN 0 W W O N a N WI 520 p N N r 2 U p W J 550 a F z N 545 a z 0 00 w N ON 0 AM C w 540 = " m 0 z m z� N L 4) w M N — ��C 535 N '� o i to 0. io Oro0"z ° ° N U (�zzo k o 530 1 o Qa �I N y 00.E Cab 070 52511 ,y UaNo V qrn 0 "x� U aON F LL 520 ] v z " A F N Q aa= LL III v 515 ppo z J Uj 00 0 O 1JJ 0 0:0 - m `Z N''m Nom, 510 ro o m m Wwolo N Ul a a a W �OQ� \\1dA ��y q a zz02 0� a 0 Ob >>>> S� d, a N ^ 0 zzzm W p m w az Z < 4010 v 505 p ° 0 U ti b"�sor ? 4 v } 8" SEWER MAIN OVER tiz 15" HOPE PIPE CONNECTING ° d - 500 CB -9 TO CB 8 � N 495 490 485 N M N N 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+005+24.31 DISTANCE ALONG BASELINE (FT) UPHILL UNITS BACKYARD DRAINAGE PROFILE ° VERT. SCALE: 1" = 4 a HORIZ. SCALE: 1" = 60 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+43.97 DISTANCE ALONG BASELINE (FT) DOWNHILL BACKYARD DRAINAGE DI -4 TO CB -16 VERT. SCALE: 1" = 4 HORIZ. SCALE: 1" = 40 # o # N a g 3 a N y#m a� # e ww oxx IrcC 000 W 000 a Doe WO NN O= N h W p0 # 066NNNO A IQ to Nmoeem w0 xIa r'1 535 tin0 apZ]]d Ip Z ttXO }f>>> pp U00 maZ2ZN DU no- 1�1 465 ° 0 0 - - N (0 106 O 536 Nb Q. m°mm °6'0 JOmnpm No°°.m 0azzpa pZ 74 }�»>j r1 It 466 3: 015 zazzzN 525 Op3?N Xx .. LLL 475 520 Z IR 61 0 470 515LU J hhNN++ii W N2' dMOCORRHDPE@3.13% 465 20'of2 "OCORRHOPE @0.80% 11 510 -28' 24"0C RR HDPE 1.18% v Z 0 F 460 505 x J W 0 W 0 3 p N 500 z 7 0 U 495 Z V DISTANCE ALONG BASELINE (FT) ° N 490 BYPASS #1 TO DETENTION 3 VERT. SCALE: 1" = 4 HORIZ. SCALE: 1" = 40 485 L] 0 0 480 ~ a a N LID Fwd 13i 10 N a W A� 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 IM 10+50 11+00 11+5011+82.79 APPROVED Resolution Number DISTANCE ALONG BASELINE (FT) Date 3 I z I_wa4 0 TOWNHOUSE DRAINAGE PROFILE VERT. SCALE: 1" = 4 w HORIZ. SCALE: 1" = 60 ° 0 ° E EC -3 TE: UNAUTHORIZEDALTERATION OR ADDRI NST THISDRgWIN AVIOLATION OFSECTION7209(2 FTHE N TI 0W w w �ro 0 wwp o. I oox mroa a IIp Woimro p ppp -- 0 arcs ry 7 00 �»j h 00m WWp Wn N- an° a° mo NNN W 00= 0= a xxn o`nro W�oib� a ppa pp \ ry�b Nbb?b x (iaV p0 UC?N Uplliy 0 06161 ON w w0 � �mr!bn W Ip mm�°m� w p 30'oN5'6 HDPE np YNNrN °mFmw ° wp pp •166' 18"6CORR DPE °F� mF»�� X0.92% � � Nva Urczzzw z- p ag o" >7 0 ° U0 mm I7• p N 0 "0 Ol" m bm Nap R mm 'aro $°m'p m rm war Orc__ F ba a o°..�.. rserro[v�o xc� �B o1n2 DO. ;e?0 Urc3 zy Urczz \ l N Agra � l y� \ �o � 36"000 RHDPE raw« IMV.:502. ' irwvexcmx�ctxc 1 �— re+rocea I '1sb'of 1'6CgtR HD E •1 ror30°6 HDPE�p, 12 R P _ INV.:4 7.56' „ m -25'of2"OCORR DPE@3.92 wd co�10 X2.81% O DO 0) (D Nr �N MW Om �O V, 10 �0! �N (0 11 a 0 NN NN m N N x 515 b � m p ROPOSEDGRADE. Yg � 0 x OR EM N N U ENISiING GRACE. n 0 510 F AGC ISIINGGRADE. X �U PROPOSEDGRADE `m O m a. a w wa a C "c a0 I Ip a �bbFN U 505 9 orcZy J o= E vwW WWH b 0 �m p0 pU 3 �"o0 zz8 I \ 00 MMa oll 0n mmam wa�a NNN a NNN �N ` mp�0� 000 Aitl�nN 100yRy 0 rc? b a NNN 500 °nNON "mz'a ~ OA w o y,p:Uo 0 E»; p8o a x irc � Ewwv°E - n N�� h � N `2p3 olis,6 prororocE -- ` rc 0 U U 0 C °RRN N \ 0n va�OmU Op F�9 SIIp �- a x o00 a 0 NN(NVN Aqp F \ �vvvu mo°a � orocroti 000e 495 aZZN 3 xxa loo ;, wa W "rN°o� OO N O'n'/1'n'°'° 1S6C NNNN�NNNN Nriaaa� \ rc U0 \ u RyOpf ;zzza" 8IF»» OU aI Upzzzz NNNNaa 'aher°oa�o.:rvM i� \ moo o. 490 �6aro rov°,Fa m iso Nm - OCO m. min My A I z0a 485 iio e 0� a m w mm 'of 15"0 RR HDPE 2.60°h •— mf_ H� N� mn m� �� o� fAN Oi0 �h �� Npj 480 N� bN NN by hN bN �N NN �N N� 1180118'6 m N N 515 b � m Yg � > x OR EM N N ENISiING GRACE. n GC 510 F AGC o X �U PROPOSEDGRADE `m O a w wa C "c a0 I Ip a mo U 505 9 v a E vwW WWH b 0 �m ¢ 3 �"o0 zz8 mNb aaa„� 1 . N. MMa oll \ mmam wa�a NNN a NNN 6 ` mp�0� 000 Aitl�nN 100yRy 0 rc? b a NNN 500 I, OA y,p:Uo N\vi p8o � Ewwv°E n N�� h � N � prororocE 0 I N OMa'n va�OmU SIIp xz� x o00 a 0 NN(NVN o OOUO \ �vvvu � orocroti 000e 495 ' 3 xxa loo ;, aaa "rN°o� OO N O'n'/1'n'°'° , ,^On�M1p NNNN�NNNN Nriaaa� \ u ;zzza" 8IF»» aI Upzzzz NNNNaa 'aher°oa�o.:rvM i� NNNNNNMMMM 490 mp � m 01 I Nm OCO m. min A I z0a 485 iio mm •— mf_ I r 24" 0 CO HDPE 480 ' 1180118'6 RN��2.Op% 475 -23'ofi "OCORRHDPE 1.0 470 465 mr O o� N oh O o� h r Na !0 �o O rho N oN N co o� M � roo h o0 00 00 rn� rn� ro� ro� ro� ro oT 0o m�, NN hN �N NN h� ��, va �� v� va v� v �N *N Nr' �O NW O1p t\N Nh ^a CO �O tl•O N r O r N O C1 O N O 01 O O r N N O O! N O 01 � O , r O d' N� Nh Nh NN NN �O �h NN pN �� Oh 00 00 Oh 00 00 00 00 00 00 ON Or �h0°p1 N �N �N �N hN �N �1N �N �N �N �N N� �N �N NN �N �N �N �N �N �N �N �N �atl m N N 515 b � m Yg � > x OR EM N N ENISiING GRACE. n GC 510 F AGC o X �U PROPOSEDGRADE `m O a w wa C "c a0 I Ip a mo U 505 9 v a E vwW WWH b 0 �m ¢ 3 �"o0 zz8 mNb aaa„� 1 . N. MMa oll \ mmam wa�a NNN a NNN 6 ` mp�0� 000 Aitl�nN 100yRy 0 rc? b a NNN 500 I, OA y,p:Uo N\vi p8o � Ewwv°E n N�� h � N � prororocE 0 I N OMa'n va�OmU SIIp xz� x o00 a 0 NN(NVN o OOUO \ �vvvu � orocroti 000e 495 ' 3 xxa loo ;, aaa "rN°o� OO N O'n'/1'n'°'° , ,^On�M1p NNNN�NNNN Nriaaa� \ u ;zzza" 8IF»» aI Upzzzz NNNNaa 'aher°oa�o.:rvM i� NNNNNNMMMM 490 mp � m 01 I Nm OCO m. min A I z0a 485 iio mm •— mf_ I r 24" 0 CO HDPE 480 ' 1180118'6 RN��2.Op% 475 -23'ofi "OCORRHDPE 1.0 470 465 mr O o� N oh O o� h r Na !0 �o O rho N oN N co o� M � roo h o0 00 00 rn� rn� ro� ro� ro� ro oT 0o m�, NN hN �N NN h� ��, va �� v� va v� v N N a 0 > x N N n GC CCU F AGC o X �U '. `m O a 0.aG C "c v mo U 9 E vwW WWH b 0 ¢ 3 �"o0 mNb aaa„� MMa 000v4 NNN a NNN oxxxv¢ 000 Aitl�nN NNN Q�pN y,p:Uo N\vi 0 Ewwv°E N�� h � N � prororocE N OMa'n va�OmU xz� x o00 NN(NVN �vvvu orocroti ' 3 xxa aaa OO N O'n'/1'n'°'° NNNN�NNNN �r�maao O� NNNNaa 'aher°oa�o.:rvM NNNNNNMMMM a 0 N N n GC AGC o a "c v mo U E vwW 0 3 �"o0 MMa NNN UOtiO NNN 000 Aitl�nN NNN Q�pN N\vi 0 N N�� h � N N OMa'n xz� NN(NVN ° w p W O N N W O tt N N F F 0 rc x p a 0 w d F 555 U n a = Fnn N Z 0 U Z W N wa w ax 0 550 rc i o F tt0 co 535 u m n m V V N M C 0 J �N •, 0) Uv, 0 545 p O bCow a 0 8} 0 Qt 0 OU 536 a x �� o f 0 V �WU L rnrn N qGO b 0o w V 0 540 N W m 525 v QN� U U az w 535 (n h 520 N IL Z W 0 530 Z N�NiOh Q< Q 51 0@� NpNA j X26 a °a > e 2 c W j W N J U, 525 c bis �5 N z pJ W df d�50P ° } m 4 LIO 51 w PE 8.18% 9.40% 520 50 515 500 510 495 Do r ro 505 Nro N M 0+00 0+50 1+00+13.92 It) N 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+M+14.84 DISTANCE ALONG BASELINE (FT) 0 DRAINAGE BETWEEN WALL E CC A VERT. SCALE: 1" = 4 9 m a DISTANCE ALONG BASELINE (FT) HORIZ. SCALE:1" = 40 F "a Q GLENROCK ST. DRAINAGE PROFILE Q a VERT. SCALE: 1" = 4 0"0 a N N Q�\�NOR NHORIZ. SCALE: 1" =40 y°N N OMaM NNN xz W a ° x 485 W a 5DO rc uW 480 495 1"1 a 475 49 F LL LL F� Z Z 0 470 O 4 > > AW W J J W W 465 480 w r~ 460 475 z C� 0 U w 455 470 Y N 0 m n °m 0+00 0+50 1+00 1+50 2+00 2+50 2+77.51 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 3+95.10 4 z 0 DISTANCE ALONG BASELINE (FT) DISTANCE ALONG BASELINE (FT) a ~ H DETENTION CHAMBERS TO ES -2 POND OUTLET TO DMH -9 VERT. SCALE: 1" = 4 VERT. SCALE: 1" = 4 A HORIZ. SCALE: 1" = 40 HORIZ. SCALE: 1" = 40 APPROVED Resolution Number. 2b - 01 Date 1 1207,L, 0 0 0 0 0 a 0 0 F EC=305 UNAUTHORIZED ALTERATIONS RADDITIONS TTHISDRAWINGAAI IATI N 7 (1 E E RK ATE EDUCATION LAW xx m ��o "m UUm w w m�� mmN a° wwp N mfv� I 002 N�Oa o<�att IIp i nn a mE> m .0 tttt Uic?m mmn"mU tttt� "a UU0 w p222ym mmm tt mm m�mm tt \ \ WNO WpmtNm U W pa >> x x ` 1 Wtt?N pT22y nn O 0 am01 U H r N N�p2 m o. Xf>> in mm `'� .`• WttZy m No "�'� ebb 78'DO °�"m RDDPFOr-i'of15"OCORR PE�14.31%mf> o� X3°0 � Urc? z- U) -2Pof15'0C RR.�DPE@4.30 ° ats•e � RR HOPE o \ 0 .N$ wa �FN ° m�� Ip 7 tt?m U0 WTB,� '\ w a 9 h a ° n: I IVO N p w � N" -19' 15'000RRHDP X1.14% �N` ox 9if>° I \ NwIrc oPzz m. m tt0 mm n pU b ri U0 m�i� a Hn tt 0 5. \ mf» Utt?? m iv"m" r� MnZOR / ?r' � oa==_m spa NOPE�-1.53% . 'vft5g� -138vf24'0CA NOPE® -0.61% ^26' 15" 0 CORR HDP @ •3.81% 0> W M N � 0) O O r, 0 N 0) OD O 0f t0 O M O M O W � 01 O „'�t � h N 001 00 t\n O 00 Nr O �.M �40 tt� 00 ba �0) �O �lh MN 0)� SCD 001 0 h O) �h Vh �N �O 7N 7a �M �r �r c') MO MN MN NN MO NO NN NO NN NN NN NO N �N Lo 41 �N NN �N �N �N NN �N NN �N �N �N �N �N �N �N 4) C4 U °I my O. PNm N m mNbM I� m ���� as U m � mzpa ttp f»� °tttt 0 PRCPOSEDCFAOE. tt??m ptttt ttp ttUU " p m;b U0 "a FXISTINGGRAf(c I a o I ma. 0e ymnnm mm mna� PRCPCSEDGFADE. " m�?00� �a0a o° U�zzzm act »mam Nf_ j U0 I Ia?Oa ° N 3: a aim Ott??m I I u tt m noara 0 m U 0`8x ] �f»j Ott??m W W / — R -3'of30'OCOR � WD w� a i — UI p2 �0 am "aM 15'OCOR HDPE r Oa o° F a N ES -2 INV.: .62' . Ima ro 04 om INV.=183.98' I m ma He oz zy L M "m. .m mN OJ. EXISTING GRADE. J.ym mnm Nnam NnN ��ae ND PE roriaFa W�ara Y. �t,C -14rula• coRRHUPE 9.s o � -21'024"OCORRNDP @11.71% Evvvo- "63'Df24"OCOR HDPE@2.33% C. N NN 8"SEVrER MAIN. 'v�yCFCco \ �� ^t00 Ott??m 0.2% vaa � u°U N 0 m vvvuv _ J \ aa��mm"m"a "104'g2q' OORRHDPE�i.Bp% v mV999OD >8'of30' � HOPEO 1 "OCORRHDPE .. 3 ]aaa INV.:475.49' aaa ° 8" WATER MAIN PIPE. � Oh r\n NNNC��NN�`1 N �r �0 � n7P,0��p� a O�-NNNN7a '7h b�°oNO�N NNNNNNMMM �N �N NN �N �N � U °I my O. PNm N m mNbM I� m ���� as U m � mzpa ttp f»� °tttt 0 PRCPOSEDCFAOE. tt??m ptttt ttp ttUU " p m;b U0 "a FXISTINGGRAf(c I a o I ma. 0e ymnnm mm mna� PRCPCSEDGFADE. " m�?00� �a0a o° U�zzzm act »mam Nf_ j U0 I Ia?Oa ° N 3: a aim Ott??m I I u tt m noara 0 m U 0`8x ] �f»j Ott??m W W / — R -3'of30'OCOR � WD w� a i — UI p2 �0 am "aM 15'OCOR HDPE r Oa o° F a N ES -2 INV.: .62' . Ima ro 04 om INV.=183.98' I m ma He oz zy L M "m. .m mN OJ. EXISTING GRADE. J.ym mnm Nnam NnN ��ae ND PE roriaFa W�ara Y. �t,C -14rula• coRRHUPE 9.s o � -21'024"OCORRNDP @11.71% Evvvo- "63'Df24"OCOR HDPE@2.33% C. N NN 8"SEVrER MAIN. 'v�yCFCco \ �� ^t00 Ott??m 0.2% vaa � U my O. PNm N m mNbM x m ���� as U m � mzpa f»� °tttt 0 PRCPOSEDCFAOE. tt??m ptttt � ttUU " p m;b "a FXISTINGGRAf(c I a o I ma. ymnnm mm mna� �K m�?00� �a0a o° U�zzzm act Nf_ j U0 I a ° N 3: aim tt I u m noara m Ia2pa 0`8x ] �f»j Ott??m W W / — R -3'of30'OCOR � WD w� i N UI p2 �0 15'OCOR HDPE r a� o° vvv N INV.: .62' . pm om I m ma He L M "m. .m mN OJ. 11 DH24'D J.ym mnm Nnam NnN ��ae ND PE roriaFa W�ara Y. �t,C mica o Q,NLLLVL Evvvo- C. 8"SEVrER MAIN. 'v�yCFCco \ CItt??m Ott??m 0.2% vaa � u°U N 0 m vvvuv _ J \ aa��mm"m"a "104'g2q' OORRHDPE�i.Bp% v mV999OD >8'of30' � HOPEO 1 "OCORRHDPE .. 3 ]aaa INV.:475.49' aaa ° 8" WATER MAIN PIPE. � Oh r\n NNNC��NN�`1 N �r �0 � n7P,0��p� a b m my O. PNm N m mNbM x ���� as U m � mzpa f»� °tttt 0 tt??m ptttt � ttUU p m;b Nm NmQ ma. ymnnm m�?00� mF»>� U�zzzm act I a ° 3: tt I u m m 0 0`8x ] Wtt? -35 of � R -3'of30'OCOR � DPE o i N 4) 9). �0 O r �N N� vvv N x 7 U m � 0 � act aawt 0`8x ] % � o W �a vvv Q . m L OJ. �7 J.ym Y. �t,C Q,NLLLVL Evvvo- C. 'v�yCFCco vaa u°U c�r400 0 m vvvuv aa��mm"m"a v mV999OD .. 3 ]aaa aaa NNNC��NN�`1 n7P,0��p� O�-NNNN7a '7h b�°oNO�N NNNNNNMMM , U m � 0 � GENERAL NOTES: 1. THE ENGINEER WHOSE SEAL APPEARS HEREON HAS NOT BEEN RETAINED FOR SUPERVISION OF CONSTRUCTION, SUBSEQUENTLYHE IS NOT RESPONSIBLE FOR CONSTRUCTION AND THEREFORE ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION PRACTICES, PROCEDURES, AND RESULTS THEREFROM. 2. THE ENGINEER SHALL NOT BE HELD RESPONSIBLE OR HELD ACCOUNTABLE FOR THE INTEGRITY OF ANY STRUCTURES CONSTRUCTED OR UNDER CONSTRUCTION PRIOR TO THE APPROVAL OF THE PLANS. 3. THE TOM ENGINEERS OFFICE AND WATER DISTRICT OFFICE IS TO BE NOTIFIED 24 HOURS BEFORE COMMENCING SITE CONSTRUCTION OR WATER MAIN CONNECTION. 4. ALL WORK IS TO BE IN ACCORDANCE WITH THE TOWN CODE OF PRACTICE AND SPECIFICATIONS. 5. ALL CONDITIONS, LOCATIONS, AND DIMENSIONS SHALL BE FIELD VERIFIED AND THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED OF ANY DISCREPANCIES, PP RSON 6. ALL CHANGES MADE TO THE PLANS SHALL BE APPROVED BY THE ENGINEER WHOSE SEALA EA THESE DRAWINGS. ANY SUCH CHANGES SHALL BE FILED AS AMENDMENTS TO THE ORIGINAL BUILDING PERMIT. 7. ALL WRITTEN DIMENSIONS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER ANY SCALED DIMENSIONS. 8. IT IS THE CONTRACTORS RESPONSIBILITY TO CALL IN A'CODE ST PRIOR TO CONSTRUCTION FOR UNDERGROUND UTILITY LOCATIONS. 9. SUBSTRUCTURES AND THEIR ENCROACHMENTS BELOW GRADE, IF ANY, ARE NOT SHOWN. 9. ANY PROPOSED ELECTRIC ANDA)FEE TELEPHONE SERVICE LINES ARE TO BE PLACED UNDERGROUND. 10. THE DESIGN ENGINEER DISCLAIMS ANY LIABILITY FOR DAMAGE ORLOSSINCURRED DURINGORAFTER CONSTRUCTION. 1 1. ALL CONDITIONS, LOCATIONS AND DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THE OWNERENGINEER NoTTFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO THE START OF WORK, THE OWNERENGINEER WILL EVALUATE THE SITUATION AND MODIFY THE PLAN AS NECESSARY, 12. MAINTENANCE OF EASEMENTS ON SITE ARE THE RESPONSIBILITY OF THE GRANTOR. CONTRACTOR RESPONSIBILITIES: I. ALL WORK ON THE PROJECT SHALL BE PERFORMED INA WORKMAN LIKE MANNERAND SHALL BE IN ACCORDANCE NTH THE STANDARDS OFTHE INDUSTRY. THE OWNER WILL BE THE SOLE JUDGE OF THE ACCEPTABILITY OF THE WORK. MATERIALS AND WORK DEEMED UNACCEPTABLE WELL BE REMOVED AND REDONE AT THE SOLE COST AND RESPONSIBILITY OF THE CONTRACTOR. 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT HIS WORK AND WILL BE HELD RESPONSIBLE FOR CONSEQUENTIAL DAMAGES DUE TO HIS ACTIVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OMER FOR THE ACTS AND OMISSIONS OF HIS EMPLOYEE, AND THEIR AGENTS AND EMPLOYEES, AND MY OTHER PERSONS PERFORMING ANY THE WORK UNDER A SEPARATE CONTRACT NTH THE CONTRACTOR, 3. R IS THE CONTRACTORS RESPONSIBILITY TO PROPERLY SHORE EXISTING UTILITIES IF REQUIRED BY CONSTRUCTION. 4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE BUILDING INSPECTOR IN ADVANCE OF HIS WORK OR AS THE INSPECTOR DEEMS APPROPRIATE. 5. ALL CONDITIONS, LOCATIONS AND DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THE OWNERENGINEER NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO THE START OF WORK THE OWNEIVENGINEER WELL EVALUATE THE SITUATION AND MODIFY THE PLAN AS NECESSARY, 6 ALL CHANGES MADE TO THIS PLAN SHALL BE APPROVED BY THE ENGINEER WHOSE SEAL APPEARS ON THESE DRAWNGS. ANY UNAUTHORIZED ALTERATION OR ADDITIONS TO THIS DRAINING IS A VIOLATION OF SECTION 72D9 (2) OF THE NEW YORK STATE EDUCATION LAW. 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. 8. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OMER FOR THE ACTS AND OMISSIONS OF HIS EMPLOYEES, SUBCONTRACTORS, AND THEIR AGENTS AND EMPLOYEES, AND ANY OTHER PERSONS PERFORMING ANY OF THE WORK UNDER A CONTRACT NTH THE CONTRACTOR. 9. THE CONTRACTOR SHALL VERIFY ALL SUBSTRUCTURES ENCOUNTERED DURING CONSTRUCTION, 10. THE CONTRACTOR SHALL SECURE III PAY FOR A BUILDERS RISK POLICY TO COVER THE PERIOD OF CONSTRUCTION, THE ENGINEER & OWNER SHALL BE NAMED AS ADDITIONAL INSURED. ALL CONTRACTORS I EMPLOYED AT THE SITE SHALL BE COVERED BY VIVIORKMANIS COMPENSATION. 11, THE CONTRACTOR SHALL PREPARE SPECIFIC MEASURES NECESSARY TO PREVENT AND CLEANUP CHEMICAL AND PETROLEUM PRODUCT SPILLS THAT MAY OCCUR DURING ALL PHASES OF WORK ON THE PROJECT SITE. GENERAL CONSTRUCTION NOTES: 1. BENCH MARKS USING U.S.G.S. DATUM SHALL BE OF SUCH ELEVATION THAT THE GROUND WE I SLOPE AWAY FROM IT IN ALL DIRECTIONS. 2. CONSTRUCTION ACTIVITY SHALL BE LIMITED FROM 8:00 A.M. TO 6 P.M., AND NO CONSTRUCTION ACTIVITY SHALL OCCUR ON SUNDAYS OR LEGAL NEW YORK STATE HOLIDAYS. WHERE BLASTING IS NECESSARY, IT SHALL OCCUR FROM MONDAY THROUGH FRIDAY BETIAEEN THE HOURS OF 8:00 A.M. AND 6:00 P.M. NO BLASTING SHALL OCCUR ON HOLIDAYS, SATURDAY OR SUNDAY, ALL BLASTING SHALL ALSO BE COMPLETED IN ACCORDANCE NTH THETOWN OF YORKTOWN AND NEWYORK STATE BLASTING ORDINANCES. 3. ANY SOIL THAT IS UNSUITABLE FOR DEVELOPMENT OF BUILDINGS OR ROADWAYS SHALL BE REMOVED FROM AREAS TO BE DEVELOPED AND SHALL BE DISPOSED OF WITHIN THE SITE IN NEW EMBANKMENTS WHERE STRUCTURAL LOADING, I.E. A BUILDING OR ROADWAY, VVILLNOTTAKE PLACE. MEN CONSTRUCTION IS PROPOSED TO OCCUR IN SPECIFIC AREAS WHERE SOILS ARE OF QUESTIONABLE SUITABILITY, THE APPLICANT SHALL PROVIDE SOILS ENGINEERING REPORTS AS REQUIRED BYTHE PLANNING BOARD ENGINEER, PRIOR TO THE CONSTRUCTION OF ROADWAYS AND, AS REQUIRED BY THE BUILDING INSPECTOR, PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. 4. NO TOPSOIL SHALL BE REMOVED FROM THE SITE, 5. ROCK CUT STABILITY ISTO BE FIELD VERIFIED BY GEOTECHNICAL ENGINEER AND SHALL BE MODIFIED IF REQUIRED. 6. NO CRUSHINGFROCESSING IS PERMITTED ON THE SITE WITHOUT PRIOR APPROVAL BY THE TOWN OF YORKTOWN PLANNINGBOARD. GENERAL STORM DRAINAGE & UTILITY NOTES WER LINES, AND STORM 1. ALL UTILITIES, INCLUDING ELECTRIC LINES, TELEPHONE, WATER, SANITARY BE SEWER LINES SHALL BE LOCATED UNDERGROUND AND SHALL BE INSTALLED IN ACCORDANCE NTH THE REQUIREMENTS OF THE TOWN OF YORKTOWN AND THE UTILITY COMPANIES HAVING JURISDICTION. 2. LOCATION OF GAS AN D WATER VALVES, ELECTR IC AND TELEPHONE POLES At E TO BE DE TERM NED BY PROPER AUTHORITIES AND APPROVED, AS TO LOCATION, BY THE TOM ENGINEER, 3. EACH BUILDING CONSTRUCTED HEREON SHALL BE OF SUCH AN ELEVATION THAT THE GROUND WILL SLOPE AWAY FROM FIN ALL DIRECTIONS. IN THE EVENT THAT THIS IS NOT FEASIBLE, THE THE CONTRACTOR SHALL INSTALL TYPICAL YARD DRAINS AS REQUIRED AND CONNECT THEM TO STORM DRAINAGE SYSTEM OR AS DIRECTED BY THE PROJECT ENGINEER. I 4. ROOF LEADERS AND FOOTING DRAINS SHALL EMPTY INTO THE STORM DRAINAGE SYSTEM 0 DISCHARGE DIRECTLY TO STORIAWATER MANAGEMENT SYSTEMS IF GRADES PERMIT, AND CONNECTION TO THE STORM SYSTEM IS NOT FEASIBLE, FOOTING DRAINS ONLY MAY DISCHARGE TO DAYUGHT AT THE REAR OF BUILDINGS. FOOTING DRAINS SHALL EXTEND A MINIMUM OF 30 Fr. FROM THE REAR FACE OF THE BUILDING WHEN POSSIBLE. UNDER NO CIRCUMSTANCES SHAULTHE DISCHARGE OF GROUND WATER OR STORM WATER, EITHER BY GRAVITY OR BY PUMPING, BE DISCHARGED TO ANY SANITARY SEWER SYSTEM. 5. ANY REVISIONS ANDVOR ADDITIONS TO THE ROAD STORM DRAINAGE SYSTEMS CURRENTLY SHOWN ON CONTRACTOR AS REQUIRED BYTHE TOWN AND SHALL BE SHOWN ON THE AS -BUILT DRAWINGS. THEPLANS WHICH ARE DEEMED NECESSARY DURING CONSTRUCTION MUSTBEMADEBYTHE 6. STORM DRAIN PIPING TO BE HIGH DENSITY POLYETHYLENE AS SHOWN ON THE CONSTRUCTION DRAWINGS. MINIMUM COVER TO BE 2'UNUESS OTHERWISE NOTED+ 7. INTERCEPTOR DRAINS ARE TO BE INSTALLED WHERE REQUIRED BY THE TOWN OR PROJECT ENGINEER DURING ROAD CONSTRUCTION, 8. ALL EXISTING UNDERGROUND DRAINS ENCOUNTERED DURING CONSTRUCTION OF PROPOSED ROADS ARE TO BE CONNECTED TO PROPOSED DRAINAGE IMPROVEMENTS. CONNECTIONS TO BE APPROVED BY THE TOM ENGINEER. 9. PRIOR TO FINAL APPROVAL AND OPERATION OF DRAINAGE SYSTEM, CONTRACTOR SHALL CLEAR ALL ACCUMULATED SEDIMENT ANDIOR DEBRIS FROM DRAINAGE STRUCTURES, MANHOLES, CULVERTS, OUTLETS AND DRAIN INLETS. ENGINEER SHALL BE NOTIFIED FOR FINAL INSPECTION. 10. ALL STRUCTURES SHALL BE SET 0 N E I MICH BELOW PAVEMENT. ll� STREET OPENING PERMIT FROM THE TOWN OF YORKTOWN DPW. MAY BE REQUIRED FOR INSTALLATIONS IN PUBLIC ROADS, WALL NOTES: 1 . EXCAVATION IN GENERAL SHALL CONFORM TO THE LINES AND GRADES SHOWN ON THE CONTRACT DRATIMINGS. 2� THE ENGINEER SHALL BE NOTIFIED OF UNSUITABLE SUB -GRADE SOILS PRIOR TO PLACEMENT OF WALL, 3 WALLS TO BE CONSTRUCTED ON VIRGIN IN-SITU SOIL SHALL HAVE A MINIMUM ALLOWABLE BEARING CAPACITY OF 2 TSF. ALL OTHER CONDITIONS SHALL BE APPROVED BY THE GEOTECHINICAL ENGINEER. 4. TO INSURE A PROPER BEARING SURFACE, THE WALL SHALL BE CONSTRUCTED ON NATURAL IN-STf U SOIL, THE CONTRACTOR SHALL STRIP ALL TOP SOIL. THE AREA SHALL THEN BE COMPACTED USING SUITABLE COMPACTION EQUIPMENT. A MINIMUM OF 3 PASSES SHALL BE MADE. 5. WALLS SHVIL. NOT BE CONSTRUCTED ON WET OR FROZEN GROUND. 6. SOILS USED AS BACITILI SHALL CONSIST OF CLEAN DRY SOIL. THE MATERIAL SHALL BE GRANULAR AND FREE OF ORGANIC OR OTHER DELETERIOUS MATERIAL. IN GENERAL THE SOIL SHALL BE NON- PLASTIC WITH A PLASTICITY INDEX LESS THAN 5 AND SHALL CONFORM TO THE AASFITO SOIL CLASSIFICATION SYSTEM FOR AN 'Ai SOIL. HOWEVER THE MAXIMUM SIZE SHALL BE 6". IN GENERAL ALL FILL SHALL BE APPROVED BY THE ENGINEER PRIOR TO ITS USE. WET MATERIAL OR UNSUITABLE MATERIAL SHOULD NOT BE USED. 7. BACKFILL SHALL BE PLACED AND COMPACTED IN A MAXIMUM 12' UFTS B. ALL BOULDER RETAINING WALLS SHALL HAVE A GEOTEXTILE FABRIC BACKING FOR THE FULL HIEGHT OF THE WALL AS MANUFACTURED BY MIRAFI OR APPROVED EQUAL. 9. IF GROUNDWATER IS ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY TO DETERMINE IF THE ADDITION OF AN UNDERDRAIN MAY BE REQUIRED. 10. THE CONTRACTOR SHALL NOT USE LARGE OR HEAVY CONSTRICTION EQUIPMENT WITHIN 6 OF THE RETAINING WALLS OR NEW FOUNDATION WALLS, HAND OPERATED COMPACTING EQUIPMENT SHALL BE USED WITHIN 6 OF THE WALL FACE. 1 1 ALTERNATE WALL DESIGNS MUST BE SEALED BY A NEW YORK STATE UCENSED PROFESSIONAL ENGINEER THE MINIMUM FACTORS OF SAFETY FOR SLIDING AND OVERTURNING SHALL BE 2.0. 12, ALTERNATE WALL DESIGNS MUSTBE SEALED BYA NEWYORKSTATE LICENSED PROFESSIONAL ENGINEER THE MINIMUM FACTORS OF SAFETY FOR SLIDING AND OVERTURNING SHALL BE 2.0. WATERMAIN NOTES 1. DISTRIBUTION SYSTEM -WATERMAIN A. GENERAL THE CONTRACTOR SHALL PERFORM THE NECESSARY EXCAVATION, BACITIUUNG, 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 INA 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 RACKFILL 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 DEUNEATTED, THETOWN ENGINEER, WATER SUPERINTENDENT, OR AUTHORIZED REPRESENTATIVE ACCEPTS NO RESPONSIBIRITY FOR THEIR LOCATION. 'UNDERGROUND UTILITIES' LOCATES EXISTING UNDERGROUND UTILITIES FREE OF CHARGE. THE PHONE NUMBER IS 1-801245 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 NECESSARYAND THEN ONLY TO AN EXTENT WHIGHTHE TOWN ENGINEER, WATER SUPERINTENDENT, OR AUTHORIZED REPRESENTATIVE SHALL CONSIDER NECESSARY. THE CONTRACTOR SHALL NOT DIRECTANY FLOWOF WATER ACROSS OR OVER PAVEMENTS EXCEPT THROUGH APPROVED PIPES OR PROPERLY CONSTRUCTED TROUGHS OF SUCH SIZES AND LENGTHS AS MAY BE REQUIRED, AND PLACE THE SAME AS DIRECTED, THE GRADING IN THE VICINITY OF TRENCHES SHAULBE CONTROLLED SO THAT THE GROUND SURFACE IS PROPERLY PITCHED TO PREVENT WATER RUNNING IN THE TRENCHING. THE CONTRACTOR SHALL NOT COMMENCE OPERATIONS INVOLVING ANY PUBLIC UTILITY BEFORE HAVING GIVEN WRITTEN NOTICE TO THE COMPANY OR OMER, OR ITSAGENTST AND SHALL COOPERATE NTH 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 UABIUTY 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 AUTHOR12ED REPRESENTATIVE TO DIRECIFTHE CONTRACTOR TO TAKE ANY PARTICULAR PRECAUTION OR TO REFRAIN FROM DOING SUCH DAMAGE. SHOULD THE POSITION OF ANY PIPE, CONDUTT, POLE OR OTHER STRUCTURES, ABOVE OR BELOWTHE GROUND, BE SUCH ASTO REQUIRE ITS REMOVAL, REALIGNMENT, OR CHANGE DUE TOWORKTOBE DONE, REALIGNMENTORCHANGEWILL BE DONE BYOR UNDER SUPERVISION OFTHEOWNEROFTHE OBSTRUCTIONS. THE CONTRACTOR SHALL UNCOVER AND SUSTAIN THE STRUCTURES, AFTER SUCH REALIGNMENT OR CHANGE. THE CONTACTIOR SHALL NOT INTERFERE NTH 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 OMER 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 OWNERATTHE OWNERS 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 SHAULATALLTIMES BE PERFORMED NTH MINIMUM DISTURBANCE TO TRAFFIC III H SUFFICIENT BARRICADES AND DIRECTION, DETOURS CAN BE INSTITUTED NTH APPROVAL OF THE TOWN ENGINEER, WATER SUPERINTENDENT, OR AUTHORIZED REPRESENTATIVE, OR STATE, COUNTY, OR LOCALAUTHORITIES. PAVEMENT SHALL BE CUT PRIOR TO REMOVAL. HOLESAND LIEVATION SETTLEMENTS IN THE TRENCHES SHALL BE IMMEDIATELY FILLED TO THE ORIGINAL GRADE E NTH 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, MAYBEDETERMINED, THE TRENCH SHALL BE EXCAVATED SO THAT THE PIPE CANBELAIDTOTHE ALIGNMENTAND DEPTH REQUIRED. MINIMUM DEPTH OF COVER FROM SURFACE OF GROUND TOTOP OF PIPE BARREL SHALL BE FOUR FEET (4). NOTRENCHSHAILL BE EXCAVATED MORE THAN FIVE HUNDRED LINEAL FEET (500 UP) IN ADVANCE OF PIPE LAYING UNLESS AUTHORIZED BY THE TOWN ENGINEER, WATER SUPERINTENDENT, OR AUTHORIZED REPRESENTATIVE THE TRENCH SHALL BE SO BRACED AND DRAINED THATTHEWORKMEN MAY WORK THEREIN SAFELY AND EFFICIENTLY. IT IS ESSENTIAL THAT THE DISCHARGE OF THE TRENCH DEWATERING PUMPS BE CONDUCTED TO NATURAL DRAINAGE CHANNELS ORDRAINS, 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 SHAULNOT EXCEED THE SUM OF TWENTY-FOUR INCHi PLUS THE PIPE OUTSIDE DIAMETER, AND THE BACKRULTO BE PLACED AND COMPACTED AS SPECIFIED, LEDGE ROCK, BOULDERS AND LARGE STONES SHALL BE REMOVED TO PROVIDE A CLEARANCE OFAT LEAST SIX INCHES (6) BELOW AND ON EACH SIDE OF ALL PIPES AND FITANGS. 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 MICH IN THE JUDGEMENT OF THE TOWN ENGINEER, SHALL EXCAVATE AND REMOVE SUCH UNSUITABLE MATERIAL TO THE TAIDTH AND DEPTH ORDERED BY WATER SUPERINTENDENT, OR AUTHORIZED REPRESENTATIVE SHOULD BE REMOVED, THE CONTRACTOR 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 SUBDIVIDE SHALL BE PREPARED ACCURATELY BY MEANS OF HAND TOOLS. GENERAL WATER MAIN NOTES: 1. ALL PROPOSED WATERIMAIN 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, ADEQUATE WATER PRESSURE 2. THE RECORDS OF THE TOWN OF YORKTOWN INDICATE THAT THERE IS AND CAPACITY AS REQUIRIED TO SERVE THIS PROJECT. 3. ALL BACKFUDW PREVENTION DEVICES ASSOCIATED WITH THE FIRE AND DOMESTIC SERVICES FOR EACH OF THE PROPOSED OFFICE SPACES IN THE TYPi UNITS SHALL BE LOCATED INTERNAL TO 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 CONNECTSTO THE EXISTING WATER SYSTEM, HE MUST ADVISE AND COORDINATE HIS OPERATIONS WITH THE TOWN OF YORKTOWN WATER DEPARTMENTS SUPERINTENDENT. MEANS AND METHODS USED TO CONNECT TO THE EXISTING SERVICE SHALL BE APPROVED BY THE TOM AND SHALL INCLUDE BUT NOT BE LIMITED TO WET TAPS OR OTHERWISE, 6. THE CONTRACTOR IS TO MAINTAIN CONSTANT FLOWAND 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 NTH AND APPROVED BY THE ENGINEER AND THE TOWN OF YORKTOWN SUPERINTENDENT OF WATER. 7. WATER MAINS CROSSING HOUSE SEWERS, STORM SEVERS OR SANITARY SEVERS SHALL BE LAID TO PROVIDE A VERTICAL SEPARATION OF A MINIMUM OF 18' BETWEEN THE BOTTOM OF WATER MAIN AND TOP OF SEVER. 8. WATER MAINS PASSING UNDER HOUSE SEVERS, IN ADDIT ION, SHALL BE PROTECTED BY PROVIDING A VERTICAL SEPARATION OF IFMINIMUM 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 WIL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE SEWER. NO WATER MAIN SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF A SEWER OR SEVER MANHOLE, 9. THE COVER OVER THE TOP OF THE WATER MAIN SHALL BE A MINIMUM OF 4 FEE r TO A MAXIMUM OF l FT, 10, WATER MAINS SHALL BE CLASS 52 DUCTILE IRON PIPES PIP) TYIDNI JOINT TYPE AND FITEENGS SHALL BE FACTORY CEMENT UNED CLASS 52. ALL FnNGS SHALL HAVE MECHANICAL JOINTS AND SHALL BE PRESSURE RATED AT250 PSI. ALL NECESSARY JOINT MATERIALS SHALL BE FURNISHED, WATER MAINS SHALL BE INSTALLED IN ACCORDANCE NTH AWAA STANDARDS, LATEST REVISION. I. 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 4 HOURS NOTICE PRIOR TO ANY PRESSUIRELEAKAGE TESTS ANDADR DISINFECTION AND BACTERIOLOGICAL TESTS PERFORMED ON THE PROPOSED WATER MAIN, THE RESULTS OF THE ABOVE TESTS MUST BE ACCEPTED BY THE WICHD PRIOR TO USE OF THE MAIN. 15. ASBUILT DRAWINGS SHALL SHOW DIMENSIONS BETWEEN ALL VALVE TURNING NUTS AND FINISH GRADE. 1 INSTALLATION, DISINFECTION AND TESTING TO BE WITNESSED AND CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER OR TOM OF YORKTOWN ENGINEER, 17 ALL HYDRANTSAND 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 SEVERS, 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 CHAINGESTHAT WILLAFFECT MINIMUM WATERISEVER SEPARATION DISTANCES. 20, ALL TYPES OF INSTALLED PIPE SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE NTH THE LATEST EDITION OF AMA STANDARD C-600. 21, ALL NEW, CLEANED OR REPAIRED WATER MAINS SHALL BE DISINFECTED AND BACTERIOLOGICAL TESTING PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF AWAA STANDARD C-651-05 (EXCEPT FOR SECTION 4.4.2 WHICH IS NOT APPROI THE SPECIFICATIONS INCLUDE DETAILED PROCEDURES FOR THE ADEQUATE FLUSHING, DISINFECTION, AND MICRO. BIOLOGICALTESTING OF ALL WATER MAINS. 22. ROAD OPENINGS SHALL BE DONE IN ACCORDANCE NTH CONDITIONS OF PERMIT, AND COORDINATED NTH THE TOWN OF YORKTOWN, 23, UPON COMPLE TON AND PRIOR TO USE, TWO P) SETS OF AS -BUILT PLANS AND ACCEPTABLE BACTERIOLOGICAL SAMPLE AND WATER MAIN HYDROSTATIC TEST RESULTS MUST BE SUBMITTED ALONG NTH THE DESIGN PRONFESSIONAUS CERTIFICATION OF CONSTRUCTION TO THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH. SANITARY SEWER TESTING PROCEDURE AND METHOD OF TESTING - THE TEST LENGTH INTERVALS AND TYPE OF LEAKAGE TEST SHALL BE APPROVED BY THE OWNERIS FIELD REPRESENTATIVE AND SITE ENGINEER IN THE CASE OF SEWERS LAID ON STEEP GRADES, THE LENGTH OF LINE TO BE TESTED BY EXIFILTRATION AT MY ONE TIME MAY BE LIM ITED BY THE MAX MIN ALLOWABLE INTERNAL PRESSURE ON THE PIPE AND JOINTS AT THE LOWER END OF THE LINE THE WCHD SHALL BE NOTIFIED 48 HITS IN ADVANCE SO THEY MAY WITIHNESS THE TESTING DEPENDING ON FIELD CONDITIONS ANDEOR DESIRE OF THE CONTRACTOR, THE FOLLOWING TESTS FOR LEAKAGE MAY BE EMPLOYED: I , 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 BALL 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 ATA LEVEL ABOVE THE HIGHEST JOINT PRIOR TO THE CONCRETENUM CONNECTION, (1) INTIFILTRATIONTESr- 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 ENMUE PERIOD OF THE TEST. GROUNDWATER LEVELS MAYBE MEASURED IN AN OPEN TRENCH OR IN STANDPIPES PREVIOUSLY PLACED IN BACKFILLED TRENCHES DURING THE BACKINUUNG OPERATIONS. WHEN STAINDPIPTES ARE INSTALLED IN THE BACITILL 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 DEVECE FOR VOLUMETPJC MEASUREMENT INSTALLED AT THE LOWER END OF THE SECTION UNDER TEST. (11) EXIFILTRATIONITIEST. THIS TEST CONSIST$ OF ALONG THE PIPE NTH WATER TO PROVIDE A HEAD OF AT LEAST TOO (2) FEET ABOVE THE TOP OF THE PIPE OR TWO (2) FEETABOVE GROUNDWATER WHICHEVER IS HIGHER, AT THE HIGHEST POI IF OF THE PIPE LINE UNDER TEST, AND THEN MEASURING THE LOSS OF WATER FROM THE ONE BY THE AMOUNT WHICH MUST BE ADDED TO MAINTAIN THE ORIGINAL LEVEL IN THIS TEST THE LINE MUST REMAIN FILLEDWITH WATER FOR AT LEAST TWENTY-FOUR (ZI) HOURS PRIOR TO THE TAKING OFMEASUREMENTS. EXHILTRATION SHALL BE MEASURED BY THE DROP OF WATER LEVEL INA CLOSEMIND STANDPIPE ORIN ONE OF THE SEWER MANHOLES AVAILABLE FOR CONVENIENT MEASURING. WHEN A STANDPIPE AND PLUG ARRANGEMENT IS USED IN THE UPPER MANHOLE OF ALINE UNDER TEST, THERE MUST BE SOME POSITIVE METHOD OF RELEASING ENTRAPPED AIR IN THE SEVER PRIOR TO TAKING MEASUREMENTS. 2. VACUUM TESTING OF MANHOLES -TESTED ASPER ASTIM STANDARD . C-1 244 THIS TEST METHOD IS ONLY APPLICABLE TO PRECAST CONCRETE MANHOLES. ALL UFTING HOLES AND EXTEREOR JOINTS SHALL BE FILLED AND POINTED WITH AN APPROVED NON -SHRINKING MORTAR. NO STANDING WATER SHALL BE ALLOWED IN THE MANHOLE EXCAVATION MICH MAY AFFECT THE ACCURACY OF THE TEST. AULPIPES AND OTHER OPENINGS INTO THE MANHOUE SHALL BE SUITABLY PLUGGED IN SUCH A MANNER AS TED PREVENT DISPLACEMENT OF THE PLUGS MILE THE VACUUM IS DRAM. INSTALLATION AND OPERATION OF THE VACUUM EQUIPMENT AND INDICATING DEVICES SHALL BE IN ACCORDANCE MTH EQUIPMENT SPECIFICATIONS AND INSTRUCTIONS PROVIDED BY THE MAINUFACTURTER THE TIES r HEAD MAY BE PLACED IN THE CONE SECTION OF THE MANHOLE. THE RIM -CONE JOINT 5 NOT USUALLY TESTED. ANCUUM OF 10 INCHESOF MERCURY SK41L BE DRAWN, THE TIME FOR THE VACUUM TO DROP TO 9 INCHES OF MERCURY SHALL BE REODRIDED. ACCEPTANCE FOR 4 FT. DIAMETER MANHOLES SHALL BE DEFINED AS WHEN THE TIME TO DROP TO 9 INCHES OF MERCURY MEETS OR EXCEEDME FOLLOWNG: FOR MANHOLES 5 Fr. IN DIAMETER, ADD AN ADDITIONAL 15 SECONDS', FOR MANHOLES 6 Fr. IN DIAMETER, ADD AN ADDIT IONAL 30 SECONDS TO THE TIME REQUIREMENTS FOR FOUR FOOTDIAMETER MANHOLES. 3 LOW-PRESSURE AIR TEST OF PIPE LINES - TEND PER ASTIM 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 STABIUM 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 6 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 I 0HPSI DROP DOES NOT OCCUR WTHIN THE TEST TIME, THE ONE HAS PASSED THE TEST. TEST TIMES ARE FOR A 1.0 PSI PRESSURE DROP FROM 3.5 TO 2.5 PSI. IMESECTIONOIFUNE TO BE TESTED INCLUDES MORE THAN ONE PIPE SIZE, CALCULATE THE TESTAIME 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 MAE (INCHES) (MINUID)FT) UPTOB 1.2 10 1.6 12 1.8 4. DEFILEC TOR TESTING OF PIPES. IN ACCORDANCE AT H THE TEN STATES'RECOMMENDED STANDARDS FOR WASTEWATER FACILITIES - SECTION 33MATEST EDITION. A. DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE PIPE. THE TEST SHALL BE CONDUCTED AFTER THE ANAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS TO PERMIT STABILIZATION OF THE SCHIL-PIPE SYSTEM. B. 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 NTH 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 THEASTIM SPECIFICATI INCLUDING THE APPENDIX, TO WHICH THE PIPE IS MANUFACTURED. THE TEST SHAIL. BE PERFORMED WTHOUT 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 MANHOLIE31CLEANOUT MANHOLES SHALL BE PRECAST CONCRETE. 3. ALL WORK SHALL BE MANUFACTURED IN ACCORDANCE WTH APPROVED STANDARDS AND SHALL BE SPACED A MAXIMUM DISTANCE OF 300ION STRAIGHT RUNS AND INSTALLED AT EVERY CHANGE IN ALIGNMENT, MANHOLE POSMONING SHALL BE AS TO PREVENT THE ENTRANCE OF SURFACE WATER DURING STORMS. MANHOLE RIMS TO BE WATER TIGHT IN AREAS SUBJECT TO POSSIBLE FLOODING CONDITIONS. 4. ALL BUILDING LATERALS TO BE INSTALLIED BY PLUMBERS, LICENSED IN THE TOWN OF YORKDOWN ACCORDING TO THE REQUIREMENTS OF THE TOWN OF YORKTOWN. YORKTOWN 5. SANITARY SEWER CONSTRUCTION SHALL MEET ALL SEWER CONSTRUCTION SPECIFICATIONS FOR THE TOWN OF 6. THE TOM 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 I 0 Fr HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE, IN CASESINHERE IT 6 IMPPACTICALTO MAINTAINA 10 FOOT SEPARATION, THE WESTCHESTER COUNTY DEPARTMENT OF H EALTH MAY ALLOW DEVIATION ON A CASE-BY-CASE MIS, IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER. 10. MANHOLE STEPS SHALL BE CAST IRON NEENAH NO. R-igi OR CAMPBELL FOUNDRY NO 2588-1 OR POLYPROPYLENE COATED MEL (SEE SPECIFICATIONS) OR APPROVED EQUAL, I 1. UNLESS OTHERWISE SPECIFIED, SANITARY SEVER MANHOLES SHALL HAVE THE LETTERS uSEWER' CAST ON THE COVER. 12, MAINHOLE COVERS AND STRUCTURES SHALL MEET OR EXCEED A.S.T.M. AND OSHA. REQUIREMENTS AND MUST BE RATED FOR HTI LOADING. MANHOLES MUST BE MIN, 9 DIAMETER. 13. ALL SANITARY STRUCTURES SHALL RECEIVE 2 MIL COATS OF BITUMINOUS MATERIAL mINERTOL NO. 4T KOPPERS SUPPER SERVICE BLACK OR APPROVED EQUAL, APPLIED IN ACCORDANCE WITH MANUFACTURES SPECIFICATIONS, 14, DdRING JOINTS TO CONFORM TOA.S.T.M. DESIGNATION C443 LATEST REVISION. JOINTS TO BE MORTARED INSIDE AND OUT USING NOMINHINKING MORTAR, 15, PRIE-CAST MANHOLE SECTIONS TO BE IN ACCORDANCE NTH `PRE -CAST REIN FORCED CONCRETE MANHOLE SECTIONS' AS T.M. DESIGNATION C478, LATEST REVISION, MINIMUM COMPRESSIVE STRENGTH TO BE 4000 PSI. 22. MERE SEWER MAIN IS TO BE INSTALLED I 01 DEEP OR GREATER, Pvc SDR -26 SHALL BE USED 16 MEN SEWER IS TO BE INSTALLED IN FILL MATERIAL, THE SUPPOR TING 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 SEVERS OR SANITARY SEWERS SHALL BE LAID TO PROVIDEA VER11CAL SEPARATION OF A MINIMUM OF Ift"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 SEVER SETTLING AND BREAKING THE WATER MAIN. IN ADDFIOIN THE LENGTH OF WATER PIPE IS TO BE CENTERED AT THE POINT OF CROSSING SO THAT THE JOINTS WILL BE EQUIDISTAINT AND As FARAS POSSIBLE FROM THE SEWER. NO WATER MAIN SHALL PASS THROUGH ORCOME IN CONTACTINTMAINTY PART OF A SEWER OR SEWER MANHOLE. 18. MANHOLES AND SANRARY SEWER LINES SHALL BE TESTED TO CONFORM NTH WESTCHESTER COUNTY DEPARTMENT OF HEALTH RULES AND REGULATIONS AND AS PER SANITARY SEVER TESTING NOTES BELOW. 19. THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH SHALL BE PROVIDED A 48 HOUR NOTICE PRIOR TO THE TESTING OF THE INSTALLED UITILITIES TO ALLOW WITNESSING OF TESTING BY THE DEPARTMENT. 20. ALL INSTALLATIONS AND TESTING SHALL BE IN ACCORDANCE WMI ASTINI STANDARDS F-1417, C-1244 AND THE TEN STATES STANDARDS, LATEST VERSION. VIT NOTES: 1. UPON COMPLETION AND PRIOR USE, TWO SETS OFAS-BUILT PLANS MUST BE SUBMITTED ALONG WITH P.E. CERTIFICATION OF CONSTRUCTION AND ACCEPTABLE RESULTS OF AIR OR WATER TESTING OF SEVER AND MANHOLES. 2. WCHD MUST NE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TOANY LEAKAGE TEST. OVVNER/OPERATOR CERTIFICATION: � 'I hereby cendify under penalty of law that I makenstand and agree to comply with Me terms and consfitions of the SAM and ai to implermart any wractines actons deadified 4 the qualleal inspecon during a Me inapi I also understand Met Me owner or operator must comply with Me terms and conditions 0 Me most current version of Me New York State Pollutant Dosolearge Elimination System �SPDIES') general pei for Mormwater discharges him constancion actligins and That R as unkawful far any person to cause or contribute To a vbhurom of water quality standards. Furthermore, I am aware thad there are siginificaunt parishes for submi Talks indburnation, that I do not believe to be he, including be possioldir of TO and nopirsonment for knowing violationi Nan uplease Address E-mail Nam of Trained Indardurd CONTRACTOR CERTIFICATION: Contractor Cauldicauxon Statement - All conlai and subcontractors deneffied in a SAM in accordance with Pad HAS (SPIDES General Perri Stomwatef Runoff from ConestruclionActibly, GP420 001, January 2020) of thus permi shall sign a copy of the folloakrilf certficallon statermall before uncesibri any ometruckon activily at the A identified! in $a SATIPPIP I hereby cardly bat I understand and agree to comply with Me terms and conditions of be SWPPP and agree to implement any correction actions dennified 4 $a qualited imperocr during a are inspection. I also understand bat Me Owner or Operator mind comply with the arms and condition of the New York SW Pollutant Iffacharge Eirmination Sysom CSPDES') gernind permit for stcarrinsiator discharges froyin construction acriviles and tat R is untai for any person to cause or oombbule to a notation of water qual standards. Furthermore, I understand that ovol bie, Incorrect or iftsocurade infornaton a; a vacation of $a referenced permit and Me laws of the State of New YA and could subject roe to moral, &I and/or admulishalikes prookingi Individual Contractor Name and Tire passe print) SimaluneofColdractor Nam of Trained nalfridual Company I Contracting Firm. Name of Company ArldnessofCommany Telephone I Cell Number SO Intension: Andres of SO Todys Date: GENERAL EROSION CONTROL NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE NTH 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. CLOSELY MONITORED AND SEDIMENT REMOVED PROMPTLY WHEN MAXIMUM LEVELS ARE REACHED OR AS ORDERED BY THE ENGINEER, ALL 3, ALL STRUCTURES SHALL BE MAINTAINED IN GOOD WORKING ORDER AT ALL TIMES. THE SEDIMENT LEVEL IN ALL SEDIMENT TRAPS SHALL BE 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 INSTALLAION TIMES OF THE SEDIMENT CAPTURING STANDARDS SHALL BE AS SPECIFIED IN THESE PLANS, AS ORDERED BY THE ENG I NE ER, AND IN ACCORDANCE WITH TH E LATEST EDITION OF THE 'IN EW YORK STANDARDS AN D SPEC I FICATI DNS FOR EROSION AND SEDIMENT CONTROL' (Ill 5. ALL TOPSOIL SHALL BE PLACED IN A STABILIZED STOCKPILE FOR REUSE 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 ESTABLISHMENT OF A TEMPORARY COVER. DISTURBED AREAS SHALL NOT BE LIMED AND FERTILIZED PRIOR TO TEMPORARY SEEDING. 7. IN AREAS WHERE SOIL DISTURBANCE ACTIPATY 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. 8. ALL DISTURBED AREAS WTHIN SOD 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. SEDIMENTAND EROSION CONTROL STRUCTURES SHALL BE REMOVED AND THE AREASTABILIZED 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, ANDIOR 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. CONTRACTORTO SUPPLYALLEQUIPMENTAND WATER. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION INSPECTIONS ASPER NYSDEC GP42HOI 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 OF TEMPORARY EROSION AND SEDIMENT CONTROL STRUCTURES: N.Y.S.D.E.C. Gi EXPOSURE RESTRICTIONS - STATES THAT ANY EXPOSED EARTHWORK SHALL BE STABILIZED IN ACCORDANCE WTH THE GUIDELINES OF THIS PLAN. 1 . TREES AND VEGETATION SHALL BE PROTECTED AT ALL TIMES AS SHOWN ON THE DETAIL DRAINING AND AS DIRECTED BY THE ENGINEER. 2, CARE SHOULD BE TAKEN SO AS NOT TO CHANNEL CONCENTRATED RUNOFF THROUGH THE AREAS OF CONSTRUCTION ACTIVITY ON THE SITE, 3. FILL AND SITE DISTURBANCES SHOULD NOT BE CREATED WHICH CAUSES WATER TO POND OFF SITE OR ON ADJACENT PROPERTIES. 4� RUNOFF FROM LAND DISTURBANCES SHALL NOT BE DISCHARGED OR HAVE THE POTENTIAL TO DISCHARGE OFF SITE WITHOUT FIRST BEING INTERCEPTED BY A CONTROL STRUCTURE, SUCH AS A SEDIMENT TRAP OR SILT FENCE. SEDIMENT SHALL BE REMOVED BEFORE EXCEEDING 501/6 OF THE RETENTION STRUCTURES CAPACR. 5. FOR FINISHED GRADING, ADEQUATE GRADE SHALL BE PROVIDED SO THAT WATER WILL NOT POND ON LAWNS FOR MORE THAN 24 HOURS AFTER RAINFALL, EXCEPT IN SWALE FLOW AREAS WHICH MAY DRAIN FOR AS LONG AS 48 HOURS AFTER RAINFALL, 6. ALL SWALES AND OTHER AREAS OF CONCENTRATED FLOW SHALL BE PROPERLY STABILIZED NTH TEMPORARY CONTROL MEASURES TO PREVENT EROSION AND SEDIMENT TRAVEL SURFACE FLOWS OVER CUT AND FILL AREAS SHALL BE STABILIZED AT ALL TIMES. 7. ALL SITES SHALL BE STABILIZED WITH EROSION CONTROL MATERIALS WITHIN 7 DAYS OF FINAL GRADING, 8. TEMPORARY SEDIMENT TRAPPING DEVnCES SHALL BE REMOVED FROM THE SITE WITHIN 30 DAYS OF FINAL STABILIZATION. MAINTENANCE SCHEDULE: POST CONSTRUCTION MAINTENANCE SCHEDULE: � Inspection Maintenance AFTER NECESSARYTO AFTERAPPROVAL Maintenance Procedure DAILY WEENLY MONTH I RAINFALL MAINTAIN FUNCTION OFINESPECTOR SItTFENCE - - - - - - - INSP, INSP. CLEAN OF SEDIMENTI REMOVE - I 3 + occurnukated Remove debt and sediment � IIIIIIIIIIIIIIII :1 REPLACE I F BULGES FORM annuak. STABILIZED CLEAN OF SEDIMENT INSP. Remove debt and sediment U, oe � MAINTAIN CONDITION TO � CONST. ENT. - �� M 0 - - - - - - - - PREVENT SEDIMENT TRACKING REMOVE SEDIMENT - - - INSP. INSP. IINSp� REMOVE SEDIMENT AT Downstream Defender BASIN 3 I+ accumulated - Remove debt and sediment if at � 9 � 4( I Months I 50% STORAGE CAPACITY REMOVE SOIL STOCKPILE __� INSP. INSP. INSP. MAINTAIN VEGETATIVE REMOVE � � ." to I 0 COVER NTH SEEDING I � DEVATIERING Remove accumulated sediment and Tree Plonting Quarterly than 48 hours REMOVE ACCUMULATED I PIT - - - INSP. INSP. INSP. SEDIMENTINP[TAIND REMOVE , � 48 hours deffis; weed a FILTER CLOTH � OVIALIETIMILET AN W IIIIIIIIIIIIIII 0 � I� 1 " r STRUCTURES - - - INSP. III INSR REMOVE SEDIMENT AT 50% REMOVE & PROTECTION , STORAGE CAPACITY ONCREIT INSPECTION HNSP INSP INSP REMOVE HARDENED WASHOUT � Ul , 1 , CONCRETE WHEN 75% FULL REMOVE EROSION CONTROL . . . INSP. III INSP. MAINTAINCOVERWITH REMOVE AFTER 80% � a 8 0 00 SEEDING AND ANCHORI NG UNIFORM BLANKET < __� C VEGETATION GROWTH WATER BARS - - - INSP. ---- Hill REMOVE SEDIMENT REMOVE I I - I BUILIDUPORDAININGE I I , CONSTFULDMON - INSP, INSP. REPLACE DAMAGED AREAS - - - - - - - - 0 AND REMOVE SEDIMENT REMOVE POST CONSTRUCTION MAINTENANCE SCHEDULE: � POND DRAIN NOTES: 1. THERE IS NO POND DRAIN PROVIDED FOR THE EXISTING STORMWATER POND, FOR EMERGENCY AND MAINTENANCE NEEDS, A PORTABLE PUMP WITH SUCTION HOUSE, FILTER SOCKAND DISCHARGE HOSE SHALL BE USED FOR DRAINING. TOPSOIL: E)dsting topsoil Oil be removed and stored in piles sufficiently as to avoid milifing OUT other excavation. Shol shall be surrounded by arm control as oullined on these plans, The furnishing of new topsoil shall be of a better or equal to the following cni (SS713.01 NYSDOT): 1, The TIH ofthe maternal shall be 5.5 to7S. 2. The organic content shall not be less tan 2% or more tan 70%. 3. Gradation: SIEVE SIZE % PASSING BY Wl � . 2 INCH 100 1 INCH 85 TO 100 1/4 INCH 65 TO 100 NO. 200 MESH 20 TO SO PERMANENT VEGETATIVE COVER 1. Site preparadhon: 1.1. Install encision control measures. 1.2. Scaunly compacted soil areas. 1.3. Lime as required to ph 6.5. 1.4. Fertilize Oth 10-64 4 lbst,000 S.F. i.5. Incorporate amendments into soil with disc harrow. 2. Seed mixtures for use on swalles and out and hit areas. MIXTURE ALT, A KENTUCKY BLUE GRASS CREEPING RED FESCUE RYE GRASS OR REDTOP UBS.ACRE 20 28 5 ALT. 6 CREEPING RED FESCUE 20 REDTOP 2 TALL FESCUE/SMOOTH BLOOMGRASS 20 3. SEEDING 31 , P repare seed bed by raking To remove stones, Oil root and other foreign material, 3.2. Apply soil amendment and integrate into soil, 3.3. Apply seed uniformly by cyclone seeder culti-packer or hydrol -seeder at rate inull 3.4. Stabilize seeded areas in drainage III 3.5. Irrigate to fully saturate Soil layear, but not to dislodge planfing soil. 3.6. Seed between April Ist and May 15th or August 15th and October 15th. 3.7. Beading may occur May I MIT and August 19h I adequate indignation is provided. TEMPORARY VEGETATIVE COVER: SITE PREPARATION: 1. Install erosion Control measures, 2. Scandly areas of Compacted soil. 3. Fedlizewrh10-I0-10at40O1aEcrei 4. Limeas required Io ph6.5. SEED SPECIES: MIXTURE Rapedlyr germinating annual ryegral (or approved equal) Perennial ryel Cereal oats SEEDING: Santa as permanent vegetative cover LBSJACRE 20 8 I CONSTRUCTION SEQUENCE USE OF EROSION AND SEDIMENT CONTROL STRUCTURES AND PRACTICES ARE IMPORTANT FOR MAINTAINING SITE STABHUTY UNDER RUNOFF AND DURING DAILY CONSTRUCTION ACTIVITIES. THE CONSTRUCTION SEQUENCE SHOULD BE STAGED WITH EROSION AND SEDIMENT CONTROLS, AS FOLLOWS, NTH ALL CONTROLS IN PLACE IMPLEMENTED PRIOR TO RESPECTIVE INFRASTRUCTURE CONSTRUCTION. AS CONSTRICTION PROCEEDS, THE CONTROLS SHOULD BE MONITORED, MAINTAINED AND REPLAAND CED AS NEEDED. ADDITIONAL CONTROLS MAY BE REQUIRED AS NEEDED TO ADDRESS UNFORESEEN SITUATIONS REFER TO THE CONSTRUCTION DRAWINGS FOR ALL PLANS AND DEDULS WHICH RELATE TO THE CONSTRUCTION SEQUENCE THIS SEQUENCE SHOULD BE FOLLOWED IN CONJUNCTION WTH ALL PLANS, NOTES, AND THE STORMWATER POLLUTION PREVENTION PLAN. PRIOR TO THE COMMENCEMENT OF WORK THE OWNER AND GENERAL DURING CONSTRUCTION OF THE PROJECT, THE CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL REQUIRED INSPECTIONS NTH VARIO AGE IIES E PR ECT CONTRACTOR SHALL READ AND UNDERSTAND THE SEQUENCE FOR CONSTRUCTION. THE SEQUENCE SHALL BE DISCUSSED AT THE TIME OF THE PRE -CONSTRUCTION MEETING US NO AND IN OJ 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 WORK OUTUNED 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, UNTS OF DISTURBANCE, UTILITY LINES, AND STORMWATER PRACTICES. 2. PRIOR TO THE START OF THE PROJECT, AN ON-SITIE PRECONISTRUCAOIN MEETING WILL BE HELD. THIS NO. BE ATTENDED BY THE PROJECT OWNER, THE OPERATOR RESPONSIBLE FOR COMPLYING WTH THE APPROVED (CONSTRUCTION DRAWNGS INCLUDING THE EROSION AND SEDIMENT COM (El PLAN AND DETAILS, THE DESIGN EINGINEER, THE ENGINEER RESPONSIBLE FOR BISC MONITORING DURING CONSTRUCTION, TOWN REPRESENTATIVES FROM THE ENGINEERING DEPARTMENT AND CODE ENFORCEMENT, AND RE13RESENTATIVES FROM THE WC DEP. THE DEEP SHALL BE Ron RED 48HRS PRIOR TO THE PRECONSTRUCTON MEEFING. 3. CUT AND CLEAR TREES WITHIN THE WORK UMITS 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 PROJECTS IMMEDIATE DISTURBANCE AREAS. THIS SHAIL INCLUDE, BUT NOT LIMITED TO SILT FENCE, STABILIZED CONSTRUCTION ENTRANCES, CONSTRUCTION FENCE, ETOTHIS SEQUENCE MUST BE FOLLOW TO INSURE PROPER IMPLEMENTATION OF THE EROSION AND SEDIMENT CONTROL PLAN Ei AND GTORMANATER POULUMDNI PREVENTION PLAN gyWPi CORDON OFF STORMMTER PRACTICES AS SHOWN ON THE E&SG PLAN TO PREVENT COMPACTION OF UNDERLYING SOILS DURING CONSTRUCTION, RUNOFF WILL SHEET FLOW ACROSS ME SITE TO THE PERIMETER MERE IT WILL BE PASS THRMH SILT FENCING. 5. TIMBERED TREES AND WOODCHIPS SHALL BE TEMPORARILY STORED IN THE SUPTUE AUR STAGING AREA IF NECESSARY, BEFORE BEING REMOVED OFF-SITE VMHIPS MAY BE USED FOR MULCH TO STABILIZE DISTURBED AREAS WOODCHIP MULCH Si BE APPLIED AT A MINIMUM RATE OF 500 UBS. PER low SF IT THICK MINIMUK. 6. REMOVE EXISTING VEGETATIVE COVER, CUT AND CLEAR TRES, GRUB, REMOVE STUMPS AND OTHER SURFACE FEATURES IN THE UNIT OF CONSTRUCTION ONLY. ANY DISTURBANCE THAT RESULTS FROM TREE CLEARING AND GRUBBING SHALL BE IMMEDKIDELY STABHUZED WITH WOODCHIPS MULCH, HYDRO-MUIUCH, OR MAW AND SEED TIMBERED TREES, WOOD CHIPS, AND STUWS SHALL BE REMOVED Oi UNLESS OTHERVESE DIRECTED AS STATED, WOODCHIPS MAY BE STOCKPILED FOR USE AS STABILIVING GROUND COVER DEMOUGH ANDIOR REMOVE EXISTING FEATURES, I.E.: FENCE� CONCRETE EJAB, ASPW ETC., AND DISPOSE OF OR STOCKPILE AS REQUIRED BY THE OMER. ALL CONSTRUCTION DEBRIS SHALL BE PROPERLY DISPOSED OF INACCORDANCE full FEDERAL STATE, AND LOCAL REQUIREMENTS. 7, NO MORE THAN FIVE ACRES SHALL BE DISTURBED ON SITE AT ONE TIME THE FOLLOWING 5 THE GENERAL ORDER FOR CONSTRUCTION OF THE PROJECT AND MAY BE MODIFIED AFTER APPROVED BY THE SUPERVISING ENGINEER, THIS IS MEANT TO MINIMIZE THE AMOUNT OF OPEN DISTURBANCE, UNDER NO CIRCUMSTANCES SHALL MORE THAN FIVE (5) ACRES OR GREATER BE GIMURBED DUFUNG THE SAME PERIOD OF TIME. IN THE EVENT GREATER DISTURBANCE IS NECESSARY OUTSIDE OF THE UNIT OF DISTURBANCE SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER OF RECORD, AND MUNICIPALITY FOR AN Oi MEETING TO DISCUSS THE ALTERNATIVE APPROACH TO THE CONSTRUCTION, PHASE 1: CONSTRUCTION OF TOWNHOUSE MODELS AND APARTMENT COMPLEX - 436 ACRES THIS PHASE WILL CONSTRUCT THE INITIAL POSITION OF THE TOWNHOUSE ROAD UP TO THE CONDO ROAD, THE CONDO ROAD, THEN CONTINUE AROUND AND CONSTRUCT THE ROADWAY AND PARKING INFRASTRUCTURE FOR THE MAIN ACCESS ROAD AND APARTMENT BUILDING. 8. THE SURVEYOR SHALL S [AKE-OUT THE PROPOSED ROADWAY CENTERILINIES, PARKING LOT LIMITS, UNITS OF CUT AND BUILDINGS 9. IMPLEMENTTHE GENERAL SEQUENCE NOTES I THROUGH 6 WHERE APPLICABLE PRIOR TO OONTINUHNG. 10. ONCE THE TREE REMOVAL OPERATION IS COMPLETE, STRIP THE TOPSOIL All THE WORK BOUNDARY AND PLACE E(CAVATED TOPSOIL WTHIN THE IDENTIFIED STOCKPILE LOCATIONS, ANY SOILS SO DEEMED BY THE DESIGN OR MONITORING ENGINEER SHALL BE STOCKPITLED FOR FUTURE USE AS LINDSCAPED ARFATOPSOIL CONTRACTOR SHALL TAKE EVERY PRECAUTION FEASIBLE TO REDUCE THE AMOUNT OF DIMILBEDIEUPOSED SOILS DURING CONSTRUCTION. I I ANY DISTURBED AREA THAT WILL NOT BE FURTHER DISTURBED VMTH§I SEVEN M DAYS SHALL BE IMMEDIATELY STABILIZED WITH MODCHIPS, HYDRO-NULCH, OR STRAW AND SEED IN ACCORDANCE WITH SOIL STABILIZATION REQUIREMENT FOR EAST OF HUDSON WATERSHED SPECIFIED IN PART 121. 8 OF THE SPDES GENERAL PERMIT GPM50. 1Z INSTALL GLENROCK STREET DRAINAGE AND CURBING. STABILIZE SOILS BEFORE PROCEEDING TO ENSURE NO MORE THAN 5 ACRES is DISTURBED AN TIME. 13, PRIOR TO STARTING THE WORK INSTALL Ali EROSION AND SEDIMENT (CONTROLS INCLUDING THE INSTALLATION OF THE STAIN LIZED CONSTRUCTION ENTRANCE, SILT FENCE, STAGING AREA AND CONCRIE RE WASHOUT AS PER THE PLAN. A BEGIN THE DEMOLITION OF THE EXISTI NG BUILDINGS, ASPHALT DRIVEWAY AND PARK NG, AND Urni IIES. MATERIAL SHALL BE PROPERLY DISPOSED OF OFFSM AT A LOCATION PERNITTED BY THE NYS DEC TO RECEIVE SUCH DEBRIS. THIS AREA SHALL BE UTILIZED AS THE STAGING AREA FOR STOCKPILIES, DUMPETEEIRS, AND MATERIALS TO BE EXPORTED AND IMPORTED. 15.BEGIN ROUGH GRADING OF ROADWAYS WTHIN WORK LIMITS AND ADJACENT AREAS. SLOPES IN EXCESS OF ORIN SHALL NOT BE LEFT EXPOSED AND MUST BE STABILIZED. INSTALL WATER MRS AS PER PLAN, ONCE SUBGRADE ELEVATION IS $9, INSTALL ITEM ME COURSE BEGIN GRADING WORKING FROM INSIDE THE SITE ONCE GRADES HAVE BEEN ESTABUSHED, INSTALL OR REPLACE THE CONSTRUCTION ENTRANCE 16.CUT MATERIAL GIALL FIRST BE MOVED TO THE FILL LOCATIONS REOURED TO COMPLETE THE ACCESS DRIVE AND STAGING AREA AND BRING THE AREA UP TO FINAL GRADES BLASTED ROCK THAT IS NOT SUITABLE TO REMAIN ON SITE SHALL BE HAULED AWAY AND PROPERLY DISPOSED OF, 17 BEGIN ROUGH GRADING THE BUILDING PADS FOR THE BUILDINGS, ALL COMPACTION REQUIREMENTS SHALL BE MET WTHIN THE FILL SECTIONS. (MIS 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 EMERANINIENT AND INSTALL EROSION CONTROL BLANKETS AS SHOWN ON THE PLO ALONG THE NORTHERN PERIMETER OF THE ALL SECTION. DURING BUILDING AND SITE CONSTRUCTION, MAINTAIN AND RE-ESTABLISH AS REQUIRED, EROSION CONTROL AND STABILIZATION MEASURES AS REQUIRED BY THE STE PLAN AND DETAILS AREAS WHICH ARE TO REMAIN UNDISTURBED FOR MORE THAN SEVEN P) DAYS SHNU_ BE STABILIZED WTH TEMPORARY SEEDING OR MULCH. 18.A UCENSED SURVEYOR MUST DEFINE THE BUILDING LOCATIONS. 19 INSTALL OR CHECK THE CONDITION OF ALL TEMPORARY EROSION CONTROL MEASURES AS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN. RETAI ALL N 20.BEGIN PREPARATION OF THE BUILDING SITE AND EXCAVATION OF THE BUl FOUNDATION AS WELL AS CONSTRUCTION OF ALL NING W S. REBAR A D FOOTINGS OF ALL RETAINING WALLS SHALL BE INSPECTED BY THE DESIGN ENGINEER OR TOM PRIOR TO CONCRETE POUR. AREAS IN WHICH FINAL GRADE IS ACHIEVED SHALL BE IMMEDIATELY STABILIZED WITH PERTIMENTVIEGEIATIVE COVER PERMANENT SLOPES OF 3:1 OR GREATER ML RECEIVE ER09ON BLANKETS. 2131EGIN CONSTRUCTION OF THE FOUNDATION UPON COMPLETION AND AFTER PROPER CURING TIME IS ACHIEVED, EACKFILL THE FOUNDATION AND BRING STE TO ROUGH GRADE IN AREAS MERE SOIL DISTURBANCE ACTIVITY HAS TEMPORARILY OR PERMANENTLY CEASED, THE APPLICATION OF SOIL STAB LIZATION MEASURES MUST BE INI I TIATED BY THE END OF THE NEXT BUSINESS DAY AND COMPLETED WITHIN BE& M DAYS FROM THE DATE THE CURRENT SOIL DISTURBANCE ACTIVITY CEASED. 2ZONCE BUILDING FOUNDATIONS AND RETAINING WALLS HAVE BEEN COMPLETED, BRING THE SITE TO THE FINAL SUBGRADE ELEVATION. 23�PROCEED NTH THE CONSTRUCTION OF THE BUILDINGS THIS INCLUDES THE BUILDINGSTRUCTURE ITSELF, RETAINING WALLS, AND ROUGH GRADE& AT ANY POINT DURING THIS BEGIN INSTALLATION OF THE UTIUMES INCLUDING THE WATER AND SEVER CONNECTIONS, DRAINAGE AND POWER UTILITIES. CONCRETE TRUCKS SK41 BE WASHED OUT IN THE LOCATION SHOWN ON THE PLANS, 24.STAISOUT THE LOCATION OF UMUTTES AND UTIUTY STRUCTURES. BEGIN INSTALLKHON OF SUBSURFACE INFILTRATION AND DETENTION CHAMBERS. 25 WHEN THE SUBSURFACE UNITS ARE INSTALLED, THE UPSTREAM DRAINAGE STRUCTURE SHALL BE BLOCKED TO NOT ALLOW SEDIMENT LADEN WATER FROM REACHING THE SUBSURFACE CHAMBER& 26BACKFILL AS INSTALLATION IS COMPLETE AND STABILIZE THE AREA IF TRENCHES ARE TO BE LEFT OPEN, PLACE EXCAVATED MATERIAL ON THE UP-SLOPE SIDES OF THE TRENCH AND PROTECT AND STABIRAZE IF IT IS TO REMAIN OPEN FOR AN EXTENDED PERIOD OF SEVEN M DAYS OR MORE 27.UPON COMPLETION OF THE SUBSURFACE CHAMBERS, REINSTALL CONSTRUCTION FENCING AROUND CHAMBERS TO PREVENT LARGE CONSTRUCTION VEHICLES FROM DRIVING OVER THE CHAMBERS UNTIL THE MINIMUM COVER REQUIREMENT Is MIT. 281EGM INSTALLATION OF PROPOSED BYPASS AND OUTLET STRUCTURI 29ANSTALL STORM SEVER PIPING, CATCH BASINS AND MANHOLES, WORKING DOWNSTREAM TO UPSTREAM. DURING THE INSTALLATION OF CATCH BASINS, INSTALL INLET PROTECTION AND WATER BAR AS PER 3STO PLAN TO ASSURE THAT SEDIMENT LADEN WATER WILL NOT ENTER THE STORM SYSTEN. ONCE THE FINAL GRADE ABOVE THE SYSTEM IS ACHIEVED, PUT INTO PLACE THE ANAL TOPSOIL COVER SEED MIX, AND WION CONTROL BLANKET, OR HYDROMULCH. REFER TO ME LANDSCAPE PLAN FOR THE SEED MIX REQUIREMENTS. iN-DSTABILIZATION OF ALL AREAS TRIBUTARY TO THE SYSTEM, AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED ANAL STABILIZATION WHEN IT HAS A MINIMUM UNIFORM NOTE: NO STORMWATER IS PERMITTED TO ENTER THE INFILTRATION SYSTEM FROM THE UPSTREAM CONVEYANCE SYSTEM AND SHALL BE BLOCKED UNTIL THE COMMON 80% PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT NON -VEGETATIVE COVER NTH A DENS" SUFFICIENT TO RESIST ACCELERATED SURFACE EROSION AND SUBSURFACE CHARACTIEFUSTICS SUFFICIENT TO RESIST SLIDING AND OTHER MOVEMENTS. INSTALL A COFFERDAM AND TURIBIDITY CURTAIN AROUND THE WO RK AREA THE AREA WILL INITIALLY BE DEVATERIED BEFORE ANY EXCAVATUON WORK NO BEGIN AND THE X NEW POND OUTLET STRUCTURE THE NEW PRECAST CONCRETE OUTLET STRUCTURE VALL OCCUR AT THIS POINT OF THE CONSTRUCTION FIRST ME CONTRACTOR Sl DENATERING PIT INSTALLED ONCE THE DIEWATENNG PIT AND PUMP IS INSTALLED THE INSTALLATION OF THE STRUCTURE DAN OCCUR THE PUMP WILL DISCHARGE BACK TO TH E POND. UPON COMPLETION THE PUMP W LL BE REMOVE D FOLLOWED BY TH E COFFERDAM INSTALL OUTLET PIPE TO FIRST DRAINAGE STRUCTURE AS PER PLAN AND BLOCK FLOW UNTIL COMPLEMON OF OUTLET PIPE. 31 . STAKE OUT AND I NSTALL CURBING AS PER PLAN, ONCE CURBING IS COMPLETED AROUND CATCH BASINS, RE INSTALL INLET PROTECTION WTHIN CATCH BASINS AS CUT COMPLETE, BACKFIL NTH TOPSOIL. AREAS THAT ARE FILLED WTH TOPSOIL ARE TO BE RAKED, SEEDED, AND RAY MULCHED. TIMING IS a2UPON COMPLETION OF THE MAJORITY OF THE INFRASTRUCTURE INSTALL PAVEMENT BASE AND BINDER COURSE 70 THE THICKNESS AND ELEVATION AS PER THE CONSTRUCTION PLANS, RAS WORK IS AT THE COMPLETION STAGE INSTALL FINAL ASPHALT SURFACE SIANSTALL HNRIDSICAPE SUCH AS PATIOS, WALKS STEPS ETC., AND FINAL VIEGE DKTON INCLUDING SOD AND LANDSCAPING REFER TO LANDSCAPE PLANS FOR LOCATION AND IDENTIFICATION OF GROUND COVER AND PLINTINGS. CLEAR SITE OF DEBRIS AND ALL UNWANTED MATERIALS DISPOSAL SHALL BE IN ACCORDANCE NTH ALL FEDERAL, STATE AND LOCAL REQUIREMENTS. 35DURING THE FINAL PHASE OF BUILDING CONSTRUCTION, FINISH GRADE, PERFORM SOIL RESTORATION REQUIREMENTS (SEE FIGURE 8 1), TOPSOIL RAKE, AND SEED ALL AREAS AS REQUIRED. MERE REQUIRED OR RECOMMENDED, HYDRO -MULCH OR INSTALL EROSION COKML BIANKETS 36UPOIN COMPLETION, THE ODINTRACTOR SHALL BE REQUIRED TO STABILIZE DISTURBED SOILS IN THE EVENT THE DISTURBED AREA MILE. REMAIN NOT WORKED FOR GREATER THAN SEVEN M DAYS, ATTHE DIRECTION OF THE ENGINEER OF RECORD OR PERMITTING ENMY INSPECTOR, AND WHEN SIGNIFICANT PREEDINTATION IS IN THE IMMEDIATE FORECAST. ALL DISTURBED AREAS SHALL BE TEMPORARILY STABILZED WITH HYDRO MULCH OR WHERE APPROPRIATE WOODCHIPS. IT IS RECOMMENDED THAT ANY GRADING THAT IS AT THE FINISH STAGE WILL RECEIVE NO FURTHER DISTURBANCE AND THAT PERMANENT STABILIZATION SUCH AS TOPSOIL SEED, MULCHING OR BLANKETS AS PER THE PLAN BE INSTALLED. NOTE: IT IS NOT PERMITTED TO DISTURB ANOTHER PHASE UNLESS THE PRIOR PHASE IS FULLY STABILIZED. � PHASE 11: TOWNHOUSE UNIT BUSUANG 4, WETLAND MITIGATION, AND PATHWAY AROUND POND -165 ACRES THIS WILL INVOLVE THE CONSTRUCTION OF TOWNHOUSE BUILDING #4 AND THE AREA AROUND THE POND MICH WILL INCLUDE THE WETLAND M17GAPON AREA POCKET WEALANDAND PATHWAY WHILE ESTABUSHING THE FINALLANDSCARING OF THESE AREAS. 37.CONSTRUCT AND STABILIZE SEDIMENT BASIN AND CUTLET PIPE AS PER PLAN INSTALL TEMPORARY PIPE FROM CATCH BAGN AS PER PLANLETERMINE SEASONAL GROUNDWATER ELEVATION BEFORE CONSTRUCTION TO ENSURE THE BOTTOM OF BASIN IS ABOVE GROUNDWATER 38. FOLLOW STEPS OUTLIN ED IN GENERAL SEQUENCE AND PHASE I EXCEPT FOR MT. 3SBEGIN POND DREDGING ASPER PLAN. 40.BEGIN CONS MUCTION OF POCIET VETAND, ONCE THE ROADWAY AND DRIVEWAYS HAVE BEEN COMPLETED AND ALL DISTURBED ARENS TRIBUTARY TO THE POCKET WERLAND STABILIZED AS PER THE DETAIL CLEAN OUT THE ACCUMULATED SEDIMENT AND GRADE OUT FORIERAYS, MICRO POi AND AREAS OF HIGH AND LOW MARSK INSTALL IMPERVIOUS OMER IN FORERAY AND MICRO POOL, POCKET WEVIND VEGETATION, AND OUTLET STRUCTURES. ONCE COMPLETED AND STABILIZED, ALLOW RUNOFF TO ENTER POCO VEUND FOREBAY. NOTE: NO STORININATER IS PERMITTED TO ENTER THE POCKET WETLAND SYSTEM FROM THE UPSTREAM CONVEYANCE SYSTEM AND SHALL BE BLOCKED UNTIL THE TO-WOON AND STABILIZATION OF ALL AREAS TRIBUTARY TO THE BASIN, AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL STABILIZATION We IT R48 A MINIMUM UNIFORM 80% PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT NON -VEGETATIVE DOVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED SURFACE EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLID I NG AND OTHER MOVEMENTS. -NOS- IT IS NDT PERMITTED TO DISTURB ANOTHER PHASE UNLESS THE PRIOR PHASE IS FULLY STABILIZED. PHASE HIM: CONDOMINIUM BUILDING .0.86 NOTES THIS PHASE All REVOLVE AROUND THE CONSTRUCTION OF THE CONDOMINIUM BUILDING. 41FOULOW STEPS OUTLET IN GENERAL SEQUENCE AND PHASE I EXCEPT FOR 23-27. 42.711E BUILDING PAD FOR TOWNHOUSE BUILDING 6 WILL BE ITTILIZED AS ME STAGING AREA, INSTALL ALL EROSION AND SEDIMENT CONTROLS WMIN THE WORK LIMITS AS PER PLAN. 43 BEGIN ROUGH GRADING THE BUILDING PAD FOR THE CONDOMINIUM. 44SEGIN PREPARATION OF THE BUILDING SITE AND EXCAVATION AS WELL AS THE CONSTRUCTION OF THE RETAINING WALL TO THE NORTH OF THE BUILDING. 4SBEGIN CONSTRUCTION OF THE FOUNDATION. ONCE COMPLETED, BRING THE AREA TO FINAL ELEVATION. 4 BEGIN INSTALLATION OF SUBSURFACE UTILITIES COMPLETE POND OUTLET PIPE INSTALLK[ION AND REMOVE BLOCK. 47.BEGIN CONSTRUCTION OF THE POOL AREA AND HARDSCAPE 48INSTALL HARDSCAPE AND FRALVEGETATIONAS PER AM NOTE: IT IS NOT PERMITTED TO DISTURB ANOTHER PHASE UNLESS THE PRIOR PHASE IS FULLY STABILIZED. PHASE Ban REMAINDER OF TOWNHOUSE ROAD AND TOWMMSE BUILDINGS - 0 ACRES THIS PHASE AILL INITIALLY START BY ESTABLISHING THE REMAINDER OF THE ROADWAY FOR THE TOWNHOUSE BUILDINGS 49YOLLOW STEPS OUTLET IN GENERAL SEQUENCE AND PHASE I EXCEPT FOR Mr. 50 INSTALL WATEREARS PER PLAN, ONCE SUBGRADE ELEVATION IS SEr, INSTALL ITEM BASE COURSE. 5I.AFTER INITIAL ROAD GRADES ARE ESTABLISHED, INSTALL RETAINING WALLS ON THE EAST AND WEST SDE OF THE WORK UMITS IN ORDER TO ESTABUSH THE BUILDING PADS. SLOPES IN EXCESS OF 3H[IV SHALL NOT BE LEFTE(POSEDAND MUSITBIESTABILIVED. 52 BEGIN ROUGH GRADING FOR ME NORTHIMOST BLOCK OF TOWNHOMESAND CHi AREA 51BEGIN INSTALLATION OF SUBSURFACE uni 54.ONCE BUILDING PAD GRADES ARE ESTABLISHED, BEGIN THE CONSTRUCTION OF TOWNHOMES 55INSTAUL FINAL STABILIZATION AND LANDSCAPING AS EACH TOWNHOUSE BUILDING IS COMPLETED NOTE. IT 3 NOT PERMITTED TO DISTURB ANOTHER PHASE UNLESS THE PRIOR PHASE IS FULLY STABILIZED. - FINAL SITE STABILIZATION AND COMPLETION OF NEW CONSTRUCTION: 56 FENCE SEDIMENT BASIN AND TEMPORARY PIPES, BRING AREA TO FINAL GRADE BY LEVELING SEOHMENT DEPOSITS AND BACKFILLING STABILIZE SOILS AND INSTALL VEGETATED ALTER STRIPS. 57 UPON COMPLETION OF ALL WORK, THE SITE SHALL BE INSPECTED BY THE SUPERVISING ENGINEER AND TOM INSPECTOR TO DETERMINE COMPLETION OF ALL WORK AND PERMANENT STABILIZATION OF THE SITE. 68, ANY AREAS DEEMED I NCOMPLETE OR NOT PROPERLY STAR LIZED SHALL BE DONE 80 TO THE SATISFACTION TO THE SUPERVISING ENGINEER AND TOWN INSPECTOR 59,ONCE THE SITE IS DEEMED ADEQUATELY STABLE THE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES DAN BE REMOVED AT THAT TIME IF DEEMED APPROPRIATE DRAINAGE STRUCTURES UPSTREAM " THE SUBSURFACE STORMAVATER MWEMENT SYMMS SHALL BE CLEANED OF SEDIMENT AND DEBRIS UNBLOCKED TO ALLOW FOR FLOWOF COLLECTED SURFACE RUNOFF. Ro 0 Resolution rNunrbM -07 Date � I 1. I iT2.`T, �1 � 0 CIA 0 01 I I Fit U`� w � 0 PiI a, Inspection Maintenance Control to be Inspected Frequency Threshold Maintenance Procedure It � � I z Criteria 3 Drain Intats Quarterly 3'+ accumulated � Remove deblis and sediment 0 I sediment . annually. Detention Chamber Annually I 3 + occurnukated Remove debt and sediment � IIIIIIIIIIIIIIII :1 sediment annuak. Bypass Shrudures; Quarterly T+ accumulated Remove debt and sediment U, oe rP.! sediment annually. �� M 0 311+ � MC -7200 Chambers Bi-Annualy accumulated Remove debris and sediment. � U.4 sediment - Downstream Defender Every SIT 3 I+ accumulated - Remove debt and sediment if at � 9 � 4( I Months I sediment 75%capol Pond and Wetlands/Outlet . , � 3 1I+ � Structure B I-Arrinuallry occumul Remove debk and sediment. � ." to sediment I 0 IIIIIIIIIIIII 0 � Forcing for more Remove accumulated sediment and Tree Plonting Quarterly than 48 hours debi weed and replace dead frees I I I ��z 4 ^ E ! M IT new a nes and An uk: It as needed. I Vegetated Filter Strip Bi -Annually I ithan Ponding for more Remove accumulated sediment and I , - a 48 hours deffis; weed a POND DRAIN NOTES: 1. THERE IS NO POND DRAIN PROVIDED FOR THE EXISTING STORMWATER POND, FOR EMERGENCY AND MAINTENANCE NEEDS, A PORTABLE PUMP WITH SUCTION HOUSE, FILTER SOCKAND DISCHARGE HOSE SHALL BE USED FOR DRAINING. TOPSOIL: E)dsting topsoil Oil be removed and stored in piles sufficiently as to avoid milifing OUT other excavation. Shol shall be surrounded by arm control as oullined on these plans, The furnishing of new topsoil shall be of a better or equal to the following cni (SS713.01 NYSDOT): 1, The TIH ofthe maternal shall be 5.5 to7S. 2. The organic content shall not be less tan 2% or more tan 70%. 3. Gradation: SIEVE SIZE % PASSING BY Wl � . 2 INCH 100 1 INCH 85 TO 100 1/4 INCH 65 TO 100 NO. 200 MESH 20 TO SO PERMANENT VEGETATIVE COVER 1. Site preparadhon: 1.1. Install encision control measures. 1.2. Scaunly compacted soil areas. 1.3. Lime as required to ph 6.5. 1.4. Fertilize Oth 10-64 4 lbst,000 S.F. i.5. Incorporate amendments into soil with disc harrow. 2. Seed mixtures for use on swalles and out and hit areas. MIXTURE ALT, A KENTUCKY BLUE GRASS CREEPING RED FESCUE RYE GRASS OR REDTOP UBS.ACRE 20 28 5 ALT. 6 CREEPING RED FESCUE 20 REDTOP 2 TALL FESCUE/SMOOTH BLOOMGRASS 20 3. SEEDING 31 , P repare seed bed by raking To remove stones, Oil root and other foreign material, 3.2. Apply soil amendment and integrate into soil, 3.3. Apply seed uniformly by cyclone seeder culti-packer or hydrol -seeder at rate inull 3.4. Stabilize seeded areas in drainage III 3.5. Irrigate to fully saturate Soil layear, but not to dislodge planfing soil. 3.6. Seed between April Ist and May 15th or August 15th and October 15th. 3.7. Beading may occur May I MIT and August 19h I adequate indignation is provided. TEMPORARY VEGETATIVE COVER: SITE PREPARATION: 1. Install erosion Control measures, 2. Scandly areas of Compacted soil. 3. Fedlizewrh10-I0-10at40O1aEcrei 4. Limeas required Io ph6.5. SEED SPECIES: MIXTURE Rapedlyr germinating annual ryegral (or approved equal) Perennial ryel Cereal oats SEEDING: Santa as permanent vegetative cover LBSJACRE 20 8 I CONSTRUCTION SEQUENCE USE OF EROSION AND SEDIMENT CONTROL STRUCTURES AND PRACTICES ARE IMPORTANT FOR MAINTAINING SITE STABHUTY UNDER RUNOFF AND DURING DAILY CONSTRUCTION ACTIVITIES. THE CONSTRUCTION SEQUENCE SHOULD BE STAGED WITH EROSION AND SEDIMENT CONTROLS, AS FOLLOWS, NTH ALL CONTROLS IN PLACE IMPLEMENTED PRIOR TO RESPECTIVE INFRASTRUCTURE CONSTRUCTION. AS CONSTRICTION PROCEEDS, THE CONTROLS SHOULD BE MONITORED, MAINTAINED AND REPLAAND CED AS NEEDED. ADDITIONAL CONTROLS MAY BE REQUIRED AS NEEDED TO ADDRESS UNFORESEEN SITUATIONS REFER TO THE CONSTRUCTION DRAWINGS FOR ALL PLANS AND DEDULS WHICH RELATE TO THE CONSTRUCTION SEQUENCE THIS SEQUENCE SHOULD BE FOLLOWED IN CONJUNCTION WTH ALL PLANS, NOTES, AND THE STORMWATER POLLUTION PREVENTION PLAN. PRIOR TO THE COMMENCEMENT OF WORK THE OWNER AND GENERAL DURING CONSTRUCTION OF THE PROJECT, THE CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL REQUIRED INSPECTIONS NTH VARIO AGE IIES E PR ECT CONTRACTOR SHALL READ AND UNDERSTAND THE SEQUENCE FOR CONSTRUCTION. THE SEQUENCE SHALL BE DISCUSSED AT THE TIME OF THE PRE -CONSTRUCTION MEETING US NO AND IN OJ 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 WORK OUTUNED 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, UNTS OF DISTURBANCE, UTILITY LINES, AND STORMWATER PRACTICES. 2. PRIOR TO THE START OF THE PROJECT, AN ON-SITIE PRECONISTRUCAOIN MEETING WILL BE HELD. THIS NO. BE ATTENDED BY THE PROJECT OWNER, THE OPERATOR RESPONSIBLE FOR COMPLYING WTH THE APPROVED (CONSTRUCTION DRAWNGS INCLUDING THE EROSION AND SEDIMENT COM (El PLAN AND DETAILS, THE DESIGN EINGINEER, THE ENGINEER RESPONSIBLE FOR BISC MONITORING DURING CONSTRUCTION, TOWN REPRESENTATIVES FROM THE ENGINEERING DEPARTMENT AND CODE ENFORCEMENT, AND RE13RESENTATIVES FROM THE WC DEP. THE DEEP SHALL BE Ron RED 48HRS PRIOR TO THE PRECONSTRUCTON MEEFING. 3. CUT AND CLEAR TREES WITHIN THE WORK UMITS 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 PROJECTS IMMEDIATE DISTURBANCE AREAS. THIS SHAIL INCLUDE, BUT NOT LIMITED TO SILT FENCE, STABILIZED CONSTRUCTION ENTRANCES, CONSTRUCTION FENCE, ETOTHIS SEQUENCE MUST BE FOLLOW TO INSURE PROPER IMPLEMENTATION OF THE EROSION AND SEDIMENT CONTROL PLAN Ei AND GTORMANATER POULUMDNI PREVENTION PLAN gyWPi CORDON OFF STORMMTER PRACTICES AS SHOWN ON THE E&SG PLAN TO PREVENT COMPACTION OF UNDERLYING SOILS DURING CONSTRUCTION, RUNOFF WILL SHEET FLOW ACROSS ME SITE TO THE PERIMETER MERE IT WILL BE PASS THRMH SILT FENCING. 5. TIMBERED TREES AND WOODCHIPS SHALL BE TEMPORARILY STORED IN THE SUPTUE AUR STAGING AREA IF NECESSARY, BEFORE BEING REMOVED OFF-SITE VMHIPS MAY BE USED FOR MULCH TO STABILIZE DISTURBED AREAS WOODCHIP MULCH Si BE APPLIED AT A MINIMUM RATE OF 500 UBS. PER low SF IT THICK MINIMUK. 6. REMOVE EXISTING VEGETATIVE COVER, CUT AND CLEAR TRES, GRUB, REMOVE STUMPS AND OTHER SURFACE FEATURES IN THE UNIT OF CONSTRUCTION ONLY. ANY DISTURBANCE THAT RESULTS FROM TREE CLEARING AND GRUBBING SHALL BE IMMEDKIDELY STABHUZED WITH WOODCHIPS MULCH, HYDRO-MUIUCH, OR MAW AND SEED TIMBERED TREES, WOOD CHIPS, AND STUWS SHALL BE REMOVED Oi UNLESS OTHERVESE DIRECTED AS STATED, WOODCHIPS MAY BE STOCKPILED FOR USE AS STABILIVING GROUND COVER DEMOUGH ANDIOR REMOVE EXISTING FEATURES, I.E.: FENCE� CONCRETE EJAB, ASPW ETC., AND DISPOSE OF OR STOCKPILE AS REQUIRED BY THE OMER. ALL CONSTRUCTION DEBRIS SHALL BE PROPERLY DISPOSED OF INACCORDANCE full FEDERAL STATE, AND LOCAL REQUIREMENTS. 7, NO MORE THAN FIVE ACRES SHALL BE DISTURBED ON SITE AT ONE TIME THE FOLLOWING 5 THE GENERAL ORDER FOR CONSTRUCTION OF THE PROJECT AND MAY BE MODIFIED AFTER APPROVED BY THE SUPERVISING ENGINEER, THIS IS MEANT TO MINIMIZE THE AMOUNT OF OPEN DISTURBANCE, UNDER NO CIRCUMSTANCES SHALL MORE THAN FIVE (5) ACRES OR GREATER BE GIMURBED DUFUNG THE SAME PERIOD OF TIME. IN THE EVENT GREATER DISTURBANCE IS NECESSARY OUTSIDE OF THE UNIT OF DISTURBANCE SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER OF RECORD, AND MUNICIPALITY FOR AN Oi MEETING TO DISCUSS THE ALTERNATIVE APPROACH TO THE CONSTRUCTION, PHASE 1: CONSTRUCTION OF TOWNHOUSE MODELS AND APARTMENT COMPLEX - 436 ACRES THIS PHASE WILL CONSTRUCT THE INITIAL POSITION OF THE TOWNHOUSE ROAD UP TO THE CONDO ROAD, THE CONDO ROAD, THEN CONTINUE AROUND AND CONSTRUCT THE ROADWAY AND PARKING INFRASTRUCTURE FOR THE MAIN ACCESS ROAD AND APARTMENT BUILDING. 8. THE SURVEYOR SHALL S [AKE-OUT THE PROPOSED ROADWAY CENTERILINIES, PARKING LOT LIMITS, UNITS OF CUT AND BUILDINGS 9. IMPLEMENTTHE GENERAL SEQUENCE NOTES I THROUGH 6 WHERE APPLICABLE PRIOR TO OONTINUHNG. 10. ONCE THE TREE REMOVAL OPERATION IS COMPLETE, STRIP THE TOPSOIL All THE WORK BOUNDARY AND PLACE E(CAVATED TOPSOIL WTHIN THE IDENTIFIED STOCKPILE LOCATIONS, ANY SOILS SO DEEMED BY THE DESIGN OR MONITORING ENGINEER SHALL BE STOCKPITLED FOR FUTURE USE AS LINDSCAPED ARFATOPSOIL CONTRACTOR SHALL TAKE EVERY PRECAUTION FEASIBLE TO REDUCE THE AMOUNT OF DIMILBEDIEUPOSED SOILS DURING CONSTRUCTION. I I ANY DISTURBED AREA THAT WILL NOT BE FURTHER DISTURBED VMTH§I SEVEN M DAYS SHALL BE IMMEDIATELY STABILIZED WITH MODCHIPS, HYDRO-NULCH, OR STRAW AND SEED IN ACCORDANCE WITH SOIL STABILIZATION REQUIREMENT FOR EAST OF HUDSON WATERSHED SPECIFIED IN PART 121. 8 OF THE SPDES GENERAL PERMIT GPM50. 1Z INSTALL GLENROCK STREET DRAINAGE AND CURBING. STABILIZE SOILS BEFORE PROCEEDING TO ENSURE NO MORE THAN 5 ACRES is DISTURBED AN TIME. 13, PRIOR TO STARTING THE WORK INSTALL Ali EROSION AND SEDIMENT (CONTROLS INCLUDING THE INSTALLATION OF THE STAIN LIZED CONSTRUCTION ENTRANCE, SILT FENCE, STAGING AREA AND CONCRIE RE WASHOUT AS PER THE PLAN. A BEGIN THE DEMOLITION OF THE EXISTI NG BUILDINGS, ASPHALT DRIVEWAY AND PARK NG, AND Urni IIES. MATERIAL SHALL BE PROPERLY DISPOSED OF OFFSM AT A LOCATION PERNITTED BY THE NYS DEC TO RECEIVE SUCH DEBRIS. THIS AREA SHALL BE UTILIZED AS THE STAGING AREA FOR STOCKPILIES, DUMPETEEIRS, AND MATERIALS TO BE EXPORTED AND IMPORTED. 15.BEGIN ROUGH GRADING OF ROADWAYS WTHIN WORK LIMITS AND ADJACENT AREAS. SLOPES IN EXCESS OF ORIN SHALL NOT BE LEFT EXPOSED AND MUST BE STABILIZED. INSTALL WATER MRS AS PER PLAN, ONCE SUBGRADE ELEVATION IS $9, INSTALL ITEM ME COURSE BEGIN GRADING WORKING FROM INSIDE THE SITE ONCE GRADES HAVE BEEN ESTABUSHED, INSTALL OR REPLACE THE CONSTRUCTION ENTRANCE 16.CUT MATERIAL GIALL FIRST BE MOVED TO THE FILL LOCATIONS REOURED TO COMPLETE THE ACCESS DRIVE AND STAGING AREA AND BRING THE AREA UP TO FINAL GRADES BLASTED ROCK THAT IS NOT SUITABLE TO REMAIN ON SITE SHALL BE HAULED AWAY AND PROPERLY DISPOSED OF, 17 BEGIN ROUGH GRADING THE BUILDING PADS FOR THE BUILDINGS, ALL COMPACTION REQUIREMENTS SHALL BE MET WTHIN THE FILL SECTIONS. (MIS 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 EMERANINIENT AND INSTALL EROSION CONTROL BLANKETS AS SHOWN ON THE PLO ALONG THE NORTHERN PERIMETER OF THE ALL SECTION. DURING BUILDING AND SITE CONSTRUCTION, MAINTAIN AND RE-ESTABLISH AS REQUIRED, EROSION CONTROL AND STABILIZATION MEASURES AS REQUIRED BY THE STE PLAN AND DETAILS AREAS WHICH ARE TO REMAIN UNDISTURBED FOR MORE THAN SEVEN P) DAYS SHNU_ BE STABILIZED WTH TEMPORARY SEEDING OR MULCH. 18.A UCENSED SURVEYOR MUST DEFINE THE BUILDING LOCATIONS. 19 INSTALL OR CHECK THE CONDITION OF ALL TEMPORARY EROSION CONTROL MEASURES AS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN. RETAI ALL N 20.BEGIN PREPARATION OF THE BUILDING SITE AND EXCAVATION OF THE BUl FOUNDATION AS WELL AS CONSTRUCTION OF ALL NING W S. REBAR A D FOOTINGS OF ALL RETAINING WALLS SHALL BE INSPECTED BY THE DESIGN ENGINEER OR TOM PRIOR TO CONCRETE POUR. AREAS IN WHICH FINAL GRADE IS ACHIEVED SHALL BE IMMEDIATELY STABILIZED WITH PERTIMENTVIEGEIATIVE COVER PERMANENT SLOPES OF 3:1 OR GREATER ML RECEIVE ER09ON BLANKETS. 2131EGIN CONSTRUCTION OF THE FOUNDATION UPON COMPLETION AND AFTER PROPER CURING TIME IS ACHIEVED, EACKFILL THE FOUNDATION AND BRING STE TO ROUGH GRADE IN AREAS MERE SOIL DISTURBANCE ACTIVITY HAS TEMPORARILY OR PERMANENTLY CEASED, THE APPLICATION OF SOIL STAB LIZATION MEASURES MUST BE INI I TIATED BY THE END OF THE NEXT BUSINESS DAY AND COMPLETED WITHIN BE& M DAYS FROM THE DATE THE CURRENT SOIL DISTURBANCE ACTIVITY CEASED. 2ZONCE BUILDING FOUNDATIONS AND RETAINING WALLS HAVE BEEN COMPLETED, BRING THE SITE TO THE FINAL SUBGRADE ELEVATION. 23�PROCEED NTH THE CONSTRUCTION OF THE BUILDINGS THIS INCLUDES THE BUILDINGSTRUCTURE ITSELF, RETAINING WALLS, AND ROUGH GRADE& AT ANY POINT DURING THIS BEGIN INSTALLATION OF THE UTIUMES INCLUDING THE WATER AND SEVER CONNECTIONS, DRAINAGE AND POWER UTILITIES. CONCRETE TRUCKS SK41 BE WASHED OUT IN THE LOCATION SHOWN ON THE PLANS, 24.STAISOUT THE LOCATION OF UMUTTES AND UTIUTY STRUCTURES. BEGIN INSTALLKHON OF SUBSURFACE INFILTRATION AND DETENTION CHAMBERS. 25 WHEN THE SUBSURFACE UNITS ARE INSTALLED, THE UPSTREAM DRAINAGE STRUCTURE SHALL BE BLOCKED TO NOT ALLOW SEDIMENT LADEN WATER FROM REACHING THE SUBSURFACE CHAMBER& 26BACKFILL AS INSTALLATION IS COMPLETE AND STABILIZE THE AREA IF TRENCHES ARE TO BE LEFT OPEN, PLACE EXCAVATED MATERIAL ON THE UP-SLOPE SIDES OF THE TRENCH AND PROTECT AND STABIRAZE IF IT IS TO REMAIN OPEN FOR AN EXTENDED PERIOD OF SEVEN M DAYS OR MORE 27.UPON COMPLETION OF THE SUBSURFACE CHAMBERS, REINSTALL CONSTRUCTION FENCING AROUND CHAMBERS TO PREVENT LARGE CONSTRUCTION VEHICLES FROM DRIVING OVER THE CHAMBERS UNTIL THE MINIMUM COVER REQUIREMENT Is MIT. 281EGM INSTALLATION OF PROPOSED BYPASS AND OUTLET STRUCTURI 29ANSTALL STORM SEVER PIPING, CATCH BASINS AND MANHOLES, WORKING DOWNSTREAM TO UPSTREAM. DURING THE INSTALLATION OF CATCH BASINS, INSTALL INLET PROTECTION AND WATER BAR AS PER 3STO PLAN TO ASSURE THAT SEDIMENT LADEN WATER WILL NOT ENTER THE STORM SYSTEN. ONCE THE FINAL GRADE ABOVE THE SYSTEM IS ACHIEVED, PUT INTO PLACE THE ANAL TOPSOIL COVER SEED MIX, AND WION CONTROL BLANKET, OR HYDROMULCH. REFER TO ME LANDSCAPE PLAN FOR THE SEED MIX REQUIREMENTS. iN-DSTABILIZATION OF ALL AREAS TRIBUTARY TO THE SYSTEM, AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED ANAL STABILIZATION WHEN IT HAS A MINIMUM UNIFORM NOTE: NO STORMWATER IS PERMITTED TO ENTER THE INFILTRATION SYSTEM FROM THE UPSTREAM CONVEYANCE SYSTEM AND SHALL BE BLOCKED UNTIL THE COMMON 80% PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT NON -VEGETATIVE COVER NTH A DENS" SUFFICIENT TO RESIST ACCELERATED SURFACE EROSION AND SUBSURFACE CHARACTIEFUSTICS SUFFICIENT TO RESIST SLIDING AND OTHER MOVEMENTS. INSTALL A COFFERDAM AND TURIBIDITY CURTAIN AROUND THE WO RK AREA THE AREA WILL INITIALLY BE DEVATERIED BEFORE ANY EXCAVATUON WORK NO BEGIN AND THE X NEW POND OUTLET STRUCTURE THE NEW PRECAST CONCRETE OUTLET STRUCTURE VALL OCCUR AT THIS POINT OF THE CONSTRUCTION FIRST ME CONTRACTOR Sl DENATERING PIT INSTALLED ONCE THE DIEWATENNG PIT AND PUMP IS INSTALLED THE INSTALLATION OF THE STRUCTURE DAN OCCUR THE PUMP WILL DISCHARGE BACK TO TH E POND. UPON COMPLETION THE PUMP W LL BE REMOVE D FOLLOWED BY TH E COFFERDAM INSTALL OUTLET PIPE TO FIRST DRAINAGE STRUCTURE AS PER PLAN AND BLOCK FLOW UNTIL COMPLEMON OF OUTLET PIPE. 31 . STAKE OUT AND I NSTALL CURBING AS PER PLAN, ONCE CURBING IS COMPLETED AROUND CATCH BASINS, RE INSTALL INLET PROTECTION WTHIN CATCH BASINS AS CUT COMPLETE, BACKFIL NTH TOPSOIL. AREAS THAT ARE FILLED WTH TOPSOIL ARE TO BE RAKED, SEEDED, AND RAY MULCHED. TIMING IS a2UPON COMPLETION OF THE MAJORITY OF THE INFRASTRUCTURE INSTALL PAVEMENT BASE AND BINDER COURSE 70 THE THICKNESS AND ELEVATION AS PER THE CONSTRUCTION PLANS, RAS WORK IS AT THE COMPLETION STAGE INSTALL FINAL ASPHALT SURFACE SIANSTALL HNRIDSICAPE SUCH AS PATIOS, WALKS STEPS ETC., AND FINAL VIEGE DKTON INCLUDING SOD AND LANDSCAPING REFER TO LANDSCAPE PLANS FOR LOCATION AND IDENTIFICATION OF GROUND COVER AND PLINTINGS. CLEAR SITE OF DEBRIS AND ALL UNWANTED MATERIALS DISPOSAL SHALL BE IN ACCORDANCE NTH ALL FEDERAL, STATE AND LOCAL REQUIREMENTS. 35DURING THE FINAL PHASE OF BUILDING CONSTRUCTION, FINISH GRADE, PERFORM SOIL RESTORATION REQUIREMENTS (SEE FIGURE 8 1), TOPSOIL RAKE, AND SEED ALL AREAS AS REQUIRED. MERE REQUIRED OR RECOMMENDED, HYDRO -MULCH OR INSTALL EROSION COKML BIANKETS 36UPOIN COMPLETION, THE ODINTRACTOR SHALL BE REQUIRED TO STABILIZE DISTURBED SOILS IN THE EVENT THE DISTURBED AREA MILE. REMAIN NOT WORKED FOR GREATER THAN SEVEN M DAYS, ATTHE DIRECTION OF THE ENGINEER OF RECORD OR PERMITTING ENMY INSPECTOR, AND WHEN SIGNIFICANT PREEDINTATION IS IN THE IMMEDIATE FORECAST. ALL DISTURBED AREAS SHALL BE TEMPORARILY STABILZED WITH HYDRO MULCH OR WHERE APPROPRIATE WOODCHIPS. IT IS RECOMMENDED THAT ANY GRADING THAT IS AT THE FINISH STAGE WILL RECEIVE NO FURTHER DISTURBANCE AND THAT PERMANENT STABILIZATION SUCH AS TOPSOIL SEED, MULCHING OR BLANKETS AS PER THE PLAN BE INSTALLED. NOTE: IT IS NOT PERMITTED TO DISTURB ANOTHER PHASE UNLESS THE PRIOR PHASE IS FULLY STABILIZED. � PHASE 11: TOWNHOUSE UNIT BUSUANG 4, WETLAND MITIGATION, AND PATHWAY AROUND POND -165 ACRES THIS WILL INVOLVE THE CONSTRUCTION OF TOWNHOUSE BUILDING #4 AND THE AREA AROUND THE POND MICH WILL INCLUDE THE WETLAND M17GAPON AREA POCKET WEALANDAND PATHWAY WHILE ESTABUSHING THE FINALLANDSCARING OF THESE AREAS. 37.CONSTRUCT AND STABILIZE SEDIMENT BASIN AND CUTLET PIPE AS PER PLAN INSTALL TEMPORARY PIPE FROM CATCH BAGN AS PER PLANLETERMINE SEASONAL GROUNDWATER ELEVATION BEFORE CONSTRUCTION TO ENSURE THE BOTTOM OF BASIN IS ABOVE GROUNDWATER 38. FOLLOW STEPS OUTLIN ED IN GENERAL SEQUENCE AND PHASE I EXCEPT FOR MT. 3SBEGIN POND DREDGING ASPER PLAN. 40.BEGIN CONS MUCTION OF POCIET VETAND, ONCE THE ROADWAY AND DRIVEWAYS HAVE BEEN COMPLETED AND ALL DISTURBED ARENS TRIBUTARY TO THE POCKET WERLAND STABILIZED AS PER THE DETAIL CLEAN OUT THE ACCUMULATED SEDIMENT AND GRADE OUT FORIERAYS, MICRO POi AND AREAS OF HIGH AND LOW MARSK INSTALL IMPERVIOUS OMER IN FORERAY AND MICRO POOL, POCKET WEVIND VEGETATION, AND OUTLET STRUCTURES. ONCE COMPLETED AND STABILIZED, ALLOW RUNOFF TO ENTER POCO VEUND FOREBAY. NOTE: NO STORININATER IS PERMITTED TO ENTER THE POCKET WETLAND SYSTEM FROM THE UPSTREAM CONVEYANCE SYSTEM AND SHALL BE BLOCKED UNTIL THE TO-WOON AND STABILIZATION OF ALL AREAS TRIBUTARY TO THE BASIN, AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL STABILIZATION We IT R48 A MINIMUM UNIFORM 80% PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT NON -VEGETATIVE DOVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED SURFACE EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLID I NG AND OTHER MOVEMENTS. -NOS- IT IS NDT PERMITTED TO DISTURB ANOTHER PHASE UNLESS THE PRIOR PHASE IS FULLY STABILIZED. PHASE HIM: CONDOMINIUM BUILDING .0.86 NOTES THIS PHASE All REVOLVE AROUND THE CONSTRUCTION OF THE CONDOMINIUM BUILDING. 41FOULOW STEPS OUTLET IN GENERAL SEQUENCE AND PHASE I EXCEPT FOR 23-27. 42.711E BUILDING PAD FOR TOWNHOUSE BUILDING 6 WILL BE ITTILIZED AS ME STAGING AREA, INSTALL ALL EROSION AND SEDIMENT CONTROLS WMIN THE WORK LIMITS AS PER PLAN. 43 BEGIN ROUGH GRADING THE BUILDING PAD FOR THE CONDOMINIUM. 44SEGIN PREPARATION OF THE BUILDING SITE AND EXCAVATION AS WELL AS THE CONSTRUCTION OF THE RETAINING WALL TO THE NORTH OF THE BUILDING. 4SBEGIN CONSTRUCTION OF THE FOUNDATION. ONCE COMPLETED, BRING THE AREA TO FINAL ELEVATION. 4 BEGIN INSTALLATION OF SUBSURFACE UTILITIES COMPLETE POND OUTLET PIPE INSTALLK[ION AND REMOVE BLOCK. 47.BEGIN CONSTRUCTION OF THE POOL AREA AND HARDSCAPE 48INSTALL HARDSCAPE AND FRALVEGETATIONAS PER AM NOTE: IT IS NOT PERMITTED TO DISTURB ANOTHER PHASE UNLESS THE PRIOR PHASE IS FULLY STABILIZED. PHASE Ban REMAINDER OF TOWNHOUSE ROAD AND TOWMMSE BUILDINGS - 0 ACRES THIS PHASE AILL INITIALLY START BY ESTABLISHING THE REMAINDER OF THE ROADWAY FOR THE TOWNHOUSE BUILDINGS 49YOLLOW STEPS OUTLET IN GENERAL SEQUENCE AND PHASE I EXCEPT FOR Mr. 50 INSTALL WATEREARS PER PLAN, ONCE SUBGRADE ELEVATION IS SEr, INSTALL ITEM BASE COURSE. 5I.AFTER INITIAL ROAD GRADES ARE ESTABLISHED, INSTALL RETAINING WALLS ON THE EAST AND WEST SDE OF THE WORK UMITS IN ORDER TO ESTABUSH THE BUILDING PADS. SLOPES IN EXCESS OF 3H[IV SHALL NOT BE LEFTE(POSEDAND MUSITBIESTABILIVED. 52 BEGIN ROUGH GRADING FOR ME NORTHIMOST BLOCK OF TOWNHOMESAND CHi AREA 51BEGIN INSTALLATION OF SUBSURFACE uni 54.ONCE BUILDING PAD GRADES ARE ESTABLISHED, BEGIN THE CONSTRUCTION OF TOWNHOMES 55INSTAUL FINAL STABILIZATION AND LANDSCAPING AS EACH TOWNHOUSE BUILDING IS COMPLETED NOTE. IT 3 NOT PERMITTED TO DISTURB ANOTHER PHASE UNLESS THE PRIOR PHASE IS FULLY STABILIZED. - FINAL SITE STABILIZATION AND COMPLETION OF NEW CONSTRUCTION: 56 FENCE SEDIMENT BASIN AND TEMPORARY PIPES, BRING AREA TO FINAL GRADE BY LEVELING SEOHMENT DEPOSITS AND BACKFILLING STABILIZE SOILS AND INSTALL VEGETATED ALTER STRIPS. 57 UPON COMPLETION OF ALL WORK, THE SITE SHALL BE INSPECTED BY THE SUPERVISING ENGINEER AND TOM INSPECTOR TO DETERMINE COMPLETION OF ALL WORK AND PERMANENT STABILIZATION OF THE SITE. 68, ANY AREAS DEEMED I NCOMPLETE OR NOT PROPERLY STAR LIZED SHALL BE DONE 80 TO THE SATISFACTION TO THE SUPERVISING ENGINEER AND TOWN INSPECTOR 59,ONCE THE SITE IS DEEMED ADEQUATELY STABLE THE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES DAN BE REMOVED AT THAT TIME IF DEEMED APPROPRIATE DRAINAGE STRUCTURES UPSTREAM " THE SUBSURFACE STORMAVATER MWEMENT SYMMS SHALL BE CLEANED OF SEDIMENT AND DEBRIS UNBLOCKED TO ALLOW FOR FLOWOF COLLECTED SURFACE RUNOFF. 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SECTION INNINNINNIN PLAN SYMBOL 0 o= 0 E -Z STONE & BLOCK INLET PROTECTION DETAIL NOT TO SCALE E-3 I TREE PROTECTION PLAN FOR GRADE CHANGE DETAIL NOT TO SCALE NOTES: 1. Contractor and use the bee mink armor detail forisoldeo Does that require protection. 2. As an Aemare, the contractor may proted Bees in Me vicinity of regular heavy trothcIcocelmclon areas or dusters of bees to be protected as per The construction force detail. LJ E-4 TREE TRUNK ARMOR I TREE PROTECTION DETAIL NOT TO SCALE AROUND PERIMTER a 1 10 f A 114 . T'1. 4. e 1... r'1 + 1 t 4 , 10MIL. PLASTIC SHEETING LINING THE WASHOUT PIT It'A ANDEXTENDINGOVER THE HAYBAIES SPOILS EXCAVATE PIT TO APPROXIMATE DIMENSIONS SHOWN NOTE: 1. Upon remaining of washout concrete residual, material shall be k0 in place and burled or broken up for removal and disposal. 2. Once the washout material reaches Ffrom the surface, a new pd snood be created for addhonalwashout concrete residual. 3, The washout pit shall be ocand at lead 500. from doom drains, open dtdhesorwatemotlies, 4. Inspectors shall be made daily. When 75% capacity has been reached a determination and be made asb whether materials shall be removed. Upon removal and disposal of materials the liner shall be checked for team. Iso liner shall be replaced. Liquids shdl be shall be removed by pumping mat and disposed of in a proper manner. Sold washout wade an be broken up and bated on si e or disposed of of she, E-5 CEMENT TRUCK WASHOUT PIT DETAIL NOT TO SCALE "PI"3'CLEANSTONE x FMOUNTABLE BEF E I (OPTIONALSEE m 0 NOTE 5) ;OMPACTED SUBGRADE RLTER CLOTH SECTION A -A A Ll TARTAT P 1E A Ow N;2 w > Xo SYMBOL PLAN 0 LIZMINIMUM Drawing Not To Scale SLOPE INSTALLATION EARTH ANCHOR (EA) DETAIL 1. Prepare soil before indulging high-performance erf reinforcement mato (HP-TRMs), including any necessary application of lime, fertilizer, and seed, 2. Begin at %e top ofthe slope by anchoring the HP-TR%in a 12'(30 cm) deep z 12' (30an) wide bench with approximately 30° (76.2 cm) of HP-TRMs extended beyond the up-sope portion of the bench. Anchor the HP-TRMs with an aMemating raw of storks and anchors approximately 39'g6.2 cm) apart in the bottom of the bench. Badddl and compact the bench after stapling. Ford remaining 30'(76.2 cm) portion of HP-TRMs back over campadedsoil Secure HP-TRMs over compacted out with an obtaining row of stapksrarmho s spaced approximately 18"(45 cm) apart across Me width of the HP-TRNI 3. Roll the HP-TPA(A) dawn or (B) horizontally wa ss the slope. HP-TRMs will unro8 with appropriate side against Me soil turbine. All HP-TRMs must be securely listened to soil surface by placing sopleslancho s in appropriate actions as shown in the staple patter guide, 4. The edges of partial HP-TRMs must be stapled between earth anclum with approximately 4^ (10 con) overlap depending on the HP-TRMtpe. For curved sections, adjust the overlap edges of parallel HP -Tr aaonling"th a minimum of 4' (10 an) overlap to aceommodi transitional segments. NOTE: NOUN In loose adl oondidons, the use of INSTALLATION NOTES: 1� oPf AMERICAN simple or stake lengths greater tan L Some size -use 3"min.Slone, orredairred or recycled concreteconcreteeparvaknt. 2. Length - as required, but not less than 50 fast (except on a angle residence lotwhere a 30 fool minimum length now apply. 5401 SL Wen del -CYnthiano Rd. PH: NO -772-2040 property seam the HP-TRI3. Thickness - not less than six 6"(1San) may be necessary to z (6) inches PoseyvillON47633 www.teearnagrem,com Orawnon',012847 4. Wdth-10 not minimum, but not lessthan Me Mouth al poirmwhere ingress or egress occur. 24111sirgleentamootoske. 5. Surface water -all surface water rating ordiverkd toward andwdion entrances shall be piped across the entrance. If piping is impmctial,a mourhtableberm with 5:1 aropeswill be permitted. SLOPE 6. Maintenance- the enhance shall be maintained in a eondfron which will prevent barking or flowing of sediment onto public fight of way this may require periodic top dressing withaddiicnal stone as conditions demand and repair anchor deanows of any measures used to Imp sediment All d" -s' © n' -s^ r' -s" )3 x' -s' Lord" INSTALLATION sediment spiked, dropped, washed or hacked onto public NM of my most be removed irrmedomly. lsuxm) (S1'Lko) (5-1M)Is.lasmt ed1 EARTH ANCHOR 7. Washing- wheels shall be cleared to remove sediment prior to entrance onto public right ofway. Men washing is required, Ishan he done Doan Nor area stabilized with stone and which drains into an approved sediment trapping device. (�� naw 1) r (EA) DETAIL 8. Periodic inspection and needed maintenance shall be provided after each min 6' w E-6 (1.am) %m NN71' (1m) (a%) WOOD OR METAL DRIVE CONSTRUCTION ELEVATION POSTS ATB'-0'O.C. MAX. neceasary lialona lime, DETAIL ATTACH SILT FABRIC ON er,and foNlvar, and seed. 20.C. MAX, 36' MIN. FENCE UPHILL SIDE OF POSTS AND 2. Begin at Me lop of to slope by POSTS, DRIVEN MIN. FLOW BACKFILL OVER FABRIC anchoring Me HP-TRMs in a6"(15 16IMm GROUND PROPEX SILT STOP FABRIC and deep x 6'(15ao)wide trench 0 ORAPPROVEDEQUAL Detail 1"MN°I. HEIGHT OF SOIL TO BE RETAINED o.tAnmmsperSOY). t.tsAnmorspwSD,171. LTEABOVEGUNDDIG6X6TRENCH SPILLWAY CREST (o.eAri our So M.) (1,35Amhwlon$0, Ml rl upslope potion dthe to rh. INSTALLMIN. C0 EMBEDMENT FABRICAN0R4CIffILL W-0II C NATIVE SOIL (as®) r -EXISTING AREA TO BE seed to compacted soil and fold FLOW PROTECTED � SECTION r z PERSPECTIVE VIEW c0% _ NOTES: Ls L (i10 1.6' rs 11Filtercbth to befastimad watery to post steel either or u type or 2" hardwood posts at top and told section. HP-TRMs back over seed and 2. When two sections offlar doth adjoin each other they shall be overgppedby6inchesandfuded, Fiber doth shall bemiafi 100x, derail t140o or approved equal " IN " or" . " naso) easin 3. Maintenance shall be performed as ceded and material removed when'buges"develop in $a sit farce. N SKIMMER mmpaded soul. Secure HP-TRMs 4. Excavate 4 inch bench along the lower pedmeterofthe site. ' -III-III-III-III SYMBOL 5. Unroll a section at a time and Poston the pool against Me back(downstream)wall of the ranch hunt side away from di rection of flaw). INVERT 6. Drive $a post into the ground until Me noting is approximately 2 indheshom Me bench boftom. ■ �_ ■ T Lay the mein to ofbbncomothe unobserved bottom of the trench, hacdll the trench and lamp the soil, Skeperslopesrequimansderceptbench. °i) ■������� 8. Join sections as shown above. smpleslstakes spaced E-1 �w"""""""w""•�'"""""""""""""""'""'"""` SILT FENCE DETAIL ~I I I I I 7 approximately 12'(30 cm) span NOTTO SCALE TOFF MY WASHE SURROUND TEMPORAR 1 2''. SECTION INNINNINNIN PLAN SYMBOL 0 o= 0 E -Z STONE & BLOCK INLET PROTECTION DETAIL NOT TO SCALE E-3 I TREE PROTECTION PLAN FOR GRADE CHANGE DETAIL NOT TO SCALE NOTES: 1. Contractor and use the bee mink armor detail forisoldeo Does that require protection. 2. As an Aemare, the contractor may proted Bees in Me vicinity of regular heavy trothcIcocelmclon areas or dusters of bees to be protected as per The construction force detail. LJ E-4 TREE TRUNK ARMOR I TREE PROTECTION DETAIL NOT TO SCALE AROUND PERIMTER a 1 10 f A 114 . T'1. 4. e 1... r'1 + 1 t 4 , 10MIL. PLASTIC SHEETING LINING THE WASHOUT PIT It'A ANDEXTENDINGOVER THE HAYBAIES SPOILS EXCAVATE PIT TO APPROXIMATE DIMENSIONS SHOWN NOTE: 1. Upon remaining of washout concrete residual, material shall be k0 in place and burled or broken up for removal and disposal. 2. Once the washout material reaches Ffrom the surface, a new pd snood be created for addhonalwashout concrete residual. 3, The washout pit shall be ocand at lead 500. from doom drains, open dtdhesorwatemotlies, 4. Inspectors shall be made daily. When 75% capacity has been reached a determination and be made asb whether materials shall be removed. Upon removal and disposal of materials the liner shall be checked for team. Iso liner shall be replaced. Liquids shdl be shall be removed by pumping mat and disposed of in a proper manner. Sold washout wade an be broken up and bated on si e or disposed of of she, E-5 CEMENT TRUCK WASHOUT PIT DETAIL NOT TO SCALE "PI"3'CLEANSTONE x FMOUNTABLE BEF E I (OPTIONALSEE m 0 NOTE 5) ;OMPACTED SUBGRADE RLTER CLOTH SECTION A -A A Ll TARTAT P 1E A Ow N;2 w > Xo SYMBOL PLAN 0 LIZMINIMUM Drawing Not To Scale SLOPE INSTALLATION EARTH ANCHOR (EA) DETAIL 1. Prepare soil before indulging high-performance erf reinforcement mato (HP-TRMs), including any necessary application of lime, fertilizer, and seed, 2. Begin at %e top ofthe slope by anchoring the HP-TR%in a 12'(30 cm) deep z 12' (30an) wide bench with approximately 30° (76.2 cm) of HP-TRMs extended beyond the up-sope portion of the bench. Anchor the HP-TRMs with an aMemating raw of storks and anchors approximately 39'g6.2 cm) apart in the bottom of the bench. Badddl and compact the bench after stapling. Ford remaining 30'(76.2 cm) portion of HP-TRMs back over campadedsoil Secure HP-TRMs over compacted out with an obtaining row of stapksrarmho s spaced approximately 18"(45 cm) apart across Me width of the HP-TRNI 3. Roll the HP-TPA(A) dawn or (B) horizontally wa ss the slope. HP-TRMs will unro8 with appropriate side against Me soil turbine. All HP-TRMs must be securely listened to soil surface by placing sopleslancho s in appropriate actions as shown in the staple patter guide, 4. The edges of partial HP-TRMs must be stapled between earth anclum with approximately 4^ (10 con) overlap depending on the HP-TRMtpe. For curved sections, adjust the overlap edges of parallel HP -Tr aaonling"th a minimum of 4' (10 an) overlap to aceommodi transitional segments. NOTE: NOUN In loose adl oondidons, the use of INSTALLATION NOTES: 1� oPf AMERICAN simple or stake lengths greater tan L Some size -use 3"min.Slone, orredairred or recycled concreteconcreteeparvaknt. 2. Length - as required, but not less than 50 fast (except on a angle residence lotwhere a 30 fool minimum length now apply. 5401 SL Wen del -CYnthiano Rd. PH: NO -772-2040 property seam the HP-TRI3. Thickness - not less than six 6"(1San) may be necessary to z (6) inches PoseyvillON47633 www.teearnagrem,com Orawnon',012847 4. Wdth-10 not minimum, but not lessthan Me Mouth al poirmwhere ingress or egress occur. 24111sirgleentamootoske. 5. Surface water -all surface water rating ordiverkd toward andwdion entrances shall be piped across the entrance. If piping is impmctial,a mourhtableberm with 5:1 aropeswill be permitted. SLOPE 6. Maintenance- the enhance shall be maintained in a eondfron which will prevent barking or flowing of sediment onto public fight of way this may require periodic top dressing withaddiicnal stone as conditions demand and repair anchor deanows of any measures used to Imp sediment All d" -s' © n' -s^ r' -s" )3 x' -s' Lord" INSTALLATION sediment spiked, dropped, washed or hacked onto public NM of my most be removed irrmedomly. lsuxm) (S1'Lko) (5-1M)Is.lasmt ed1 EARTH ANCHOR 7. Washing- wheels shall be cleared to remove sediment prior to entrance onto public right ofway. Men washing is required, Ishan he done Doan Nor area stabilized with stone and which drains into an approved sediment trapping device. (�� naw 1) r (EA) DETAIL 8. Periodic inspection and needed maintenance shall be provided after each min 6' w E-6 orwhucc u.iincrnc.nin (1.am) %m NN71' (1m) (a%) 1. Prepare sol before instobing high-performance turf reinforcement mats ("`-,RMiincluding any CONSTRUCTION STABILIZED Anchor the HP-TR%with a row of neceasary lialona lime, DETAIL �' 4w er,and foNlvar, and seed. ENTRANCE pm) AuthorHkod P 2. Begin at Me lop of to slope by NOT TO SCALE , , hd'rd anchoring Me HP-TRMs in a6"(15 r'-s„L�o' Earth Anchor and deep x 6'(15ao)wide trench 0 ANTISEEP Detail cunt 2' approximately 1(30 cm) of (smtsrm) o.tAnmmsperSOY). t.tsAnmorspwSD,171. HP-TRMsexmnded beyond the SPILLWAY CREST (o.eAri our So M.) (1,35Amhwlon$0, Ml rl upslope potion dthe to rh. orwhucc u.iincrnc.nin " g "" Required Storage Volume(CF) Provided Storage Volume (CF) 1 Anchor the HP-TR%with a row of VEGETAHON OR COYER " " " " 1 SLOPE OR LESS i ZONE 0' 1 MAX D SUBGRADE staples and anchorsa approximately tap PP N N t.4 0 SYMBOL z^ -s" © 7"+a° t^ -s" ❑D r'-s„L�o' ; 12'(30 cm) spot in the bottom of 0 ANTISEEP OFF -DAM EMERGENCY isu3m) (SDstm) (smtsrm) a the tench. Bai and compact SPILLWAY CREST U I- x 1.s(0.4aw) C0 ; the trench afmrstalin . P 9 MDN � C 000.N putt (as®) r h m seed to compacted soil and fold m X0, � (1110) (a9m L u' r z remaining l2'(30cm)paiion of c0% _ " " Ls L (i10 1.6' rs CREST ELEV. HP-TRMs back over seed and " " IN " or" . " naso) easin -III -III N SKIMMER mmpaded soul. Secure HP-TRMs E ' -III-III-III-III " " "" - 1 ELEV. ABL INVERT over olmpactei soil YAM a row of " N," °i) rt9 ,yr p� a smpleslstakes spaced ANTITLOTATION �w"""""""w""•�'"""""""""""""""'""'"""` 2. IN. ~I I I I I 7 approximately 12'(30 cm) span BLOCK/ANi TOFF � , , s7 jg8 'M 3 across Me width of Me HP-TRMs. 4.911 h y RIP RAP SLOPE DETAIL SPILLWAY BAPREL 12' = 3, Roll meHP-TRMs(A) dorm or (B) WIDTH - sw a •Ptd""" horhorhtallyaaoSs Mesbpe. PRINCIPAL SPILLWAY PROFILE c0- HP-TRMswillumallwith ��r MIN. SLOPE MIN. SLOPE STRAW'BMESOR SILT FENCE f.zAnmmapers4ro. zsA,mmrs snro. o appropriate side against Me soil surface. All HP-TRMs must be e� (a.0Anchors to GO. M) (r.lAndarspmsQ.M) riAmmso.ro. o.aAmohsrso. M. ( secerely fastened to soil surface by Channel & Shoreline placing suplateakes In Ea NOTES: NOTES: Slopes WWF appropriate loations as shown in SYMBOL). Fres 6Aosen for stockpiling operations wall theory and stable ' The performance of ground anchoring devices is highly x Me staple taken guide. 4. Thee dgesoled with HP-7RMs z v 2, Maxunum slope ofstackpile shall be 1'.2. dependent on numerous sitelprojed specific variables. It is the tomo must 3. Upon completion ofsoildorkyiling, each pito shall be surrounded with ethersit fencing or diabetes, then stabilized w�Mvegetation ormvereo. sole respondbilMy of the prrgedengineer anNacontractor to select the appropriate anchor typeandkrup. Anchoring shall be CRIHCALPapsanOINTS A Overlaps ander ams (5-12.ed)overaroximamly depend5-12.5theHP.TR dependingonHP-TRM type 4c 4. See detail for installation of sit once. selected to hold Me mat in intimate handed with Me soil subgrade B. Water Line HPe -TRMsbe sone 5. own -= and resin pullout in accordance with Me projects design intent Chancel BottanlSrde Slope Vannes ChProannel Uv ore mustbe end over the must endoC. E-7 E-8 ' Anchor Paler Guide an vary based on ea1M anchor and end (Shingle styl ithan blanket selection A A approdmake3"(7.5aa)ovedap. I desired, the system an be soikllled and sodded after TRh1 B B C Staple through overtapped area. installation. Sod should be stapleslstaked according to plan 0 approximately 17(30cm) open specifications. across entire HP-TRM width SOIL STOCKPILE DETAIL Drawing Not To Scale NOT TO SCALE 'NOTE: ih ,RN= NORTH Disclaimer: In loose soil conditions, Me use of d ZSti!° ?-H hit, AMERICAN The information presented herein is general design information ody. For spectra applications, staple or stake lengths greater than GREEN' consult an Independent proffeadnalfar liquor design guidance , 6'(15an) may be necessary to 5401 SL Wendel - Cyoulthoa Rd. PH: 880-772-2040 property secure the HP -TRI Poseyvilk, IN 47633 www.tensamagncrutom Drawn on: 01-28.17 r-0 EROSION BLANKET SLOPE STABILIZATION DETAIL E-11 ^; NOT TO SCALE SELECT BOULDERS FROM SITE SETHY CHINKJ NDOR BY MACHINE CHINK JOINTS POROUS BACKFILL Drainage Area (Ac.) Required Storage Volume(CF) Provided Storage Volume (CF) 1 1 COMPACTED 14,766 14,942 i ZONE Oon� 1 MAX D SUBGRADE 00 N t.4 0 SYMBOL on 40 N 0 TOP WIDTH 0 ANTISEEP OFF -DAM EMERGENCY I r I m a SPILLWAY CREST U I- 0 a1 0 C0 ELEV. 4913 Awa � C 000.N putt m� N FLOOD POOL >a« TCP ELEV 499 m X0, � i i Y r z J c0% _ FREEBOARD IAMIN. z W N CREST ELEV. J OF RISER��� 1 2 III -III -III N SKIMMER E ' -III-III-III-III - 1 ELEV. ABL INVERT -III-III-I-I-III-I IF ELEV.:4gr - - - ANTITLOTATION 2. IN. ~I I I I I �a BLOCK/ANi TOFF � DAM. OF PRINCIPAL ENCH 4.911 LENGTH_ y RIP RAP SLOPE DETAIL SPILLWAY BAPREL 12' STABLE STABILIZED WIDTH - sw a OUTLET NOT TO SCALE PRINCIPAL SPILLWAY PROFILE c0- NOTTOSCALE ��r MAXIMUM DRAINAGE AREA = 50 ACRES 2 EACH DUMP STRAPS EXPANSION RESTRAINT X S184'; NYLON LEVEL PORTION ROPE. 2" FIAT WASHERS] APPROACH CHANNEL - BAG DETAIL S - INSTALLATION DETAIL 1' REBAR FOR BAG REMOVALFROM INLET 1.5b A 1"REB.4RFOR BAGREMOVAL DUMP STRAP FROM \. DEPTH=D SILT SACK DUMP LOOP LENCDfq _ SILTSACK DETAIL E 9 NOT TO SCALE rENN12 ELEVATION OF BOTiOMWIDTH =-' FLOOD POOL TOPOFDAM FREEBOARD I.OMIN. O FLOW HS ELEV, - ISI _I-st ` r -S _LL- cTaN -III II I1I-II � -BERM LEVELSECTION IXB SECTION J 29MINIMUM EMBANKMENT PROFILE ALONG CLOP SPILLWAY NOT TO SCALE �1 BOTTOM WIDTH=fl' 1rMIN. EMERGENCY SPILLWAY PLAN VIEW _ NOTTOSCALE -� CROSS SECDON AT CONTROL SECTION NOTTOSCALE NOTE: BOTTOM OF SEDIMENT BASIN TO BE ABOVE GROUNDWATER ELEVATION Sediment Trapk Drainage Area (Ac.) Required Storage Volume(CF) Provided Storage Volume (CF) 1 3.21 14,766 14,942 TOP OF DAM DESIGN HIGH WATER RISERCREST SEDIMENTPOOL L L �« ° EMERGENCY SPILLWAY CREST �\ OURU TSLOPE H=HEAD ON PIPE SPILLWAY (PIPE FLOM4, FT. (CENTERLINE OF OUTLET TO EMERGENY SPILLWAY CREST OR TO DESIGN HIGH WATER IF NO EMERGENCY SPILLWAY) h=HEAD OVER RISER CREST, FT. L= LENGTH OF PIPE IN, FT. DD = DIAMETER OF PIPE CONDUIT (BARREL) Dr=DWKEROFRISER E-14 PIPE SPILLWAY DESIGN NOT TO SCALE 1 EARTHEN SYMBOL RIDGE 9" t6" SLOPE ---WB- CROSS SECTION n NOT TO SCALE (� a & "" 1 luWATER BAR d • aix 00 04 1, 1., `Q ul, it 11 j: U• 1••11 y 111 H'il :i:ll •;� •••111 6%::;*j1 uti,l,• Iy & STABLE OUTLET +; 11 I& 1&&I yMMM�UI1�, & & 11 & & & th & & J g chch &ch CONSTRUCTION SPECIFICATIONS 1. INSTALL THE WATER BAR AS SOON AS THE RIGHT OF WAY IS CLEARED AND GRADED. 2. DISK OR STRIP THE SOD FROM THE BASE FOR THE CONSTRUCTED RIDGE BEFORE PLACING FILL 3. TRACK THE RIDGE TO COMPACT IT TO THE DESIGN CROSS SECTION. 4, THE OUTLET SHALL BE LOCATED ON AN UNDISTURBED AREA. FIELD SPACING WILL BE ADJUSTED TO USE THE MOST STABLE OUTLET AREAS. OUTLET PROTECTION WILL BE PROVIDED WHEN NATURAL AREAS ARE NOT ADEQUATE 5. VEHICLE CROSSING SHALL BE STABILIZED WITH GRAVEL. EXPOSED AREAS SHALL BE IMMEDIATELY SEEDED AND MULCHED. 6. PERIODICALLY INSPECT WATER BARS FOR EROSION DAMAGE AND SEDIMENT, CHECK OUTLET AREAS AND WE REPAIRS AS NEEDED TO RESTORE OPERATION. U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVADON SERVICE NEW YORK STATE DEPARTMENT OF ENNRONMENTAL CONSERVATION WATER BARS NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE SEDIMENT BASIN E-14 NOTTO SCALE �CIEANWATER DISCHARGE o SOILTYPE FILTER CLOTH STEP IF GREATER OVERWIREMESH THAN 4Fr. a PERFORATED STANDPIPE PERFORADONSORSD MUST NOT BE MADEANY LESS THAN6'ABOVETOPOFTHE o HORIZONTAL OUTFALL BARREL 0 2" AGGREGATE (CLEAN) 2' STCNE CORE CONTINUOUS BAND W 497.0` SYMBOL tmEj E=10 TEMPORARY SEDIMENT BASIN OUTLET DETAIL NOT TO SCALE 12' DUOQ = 00 INSTALLATION NOTES: 2'MIN GROUNDWATER 1. Ptdohendonsarevariable. 2. The standpipe should be a perforated 12"10 24"dianoter comgaled metal, PVC or HDPE pipe. 3. Abase of 2" dean aggregate shouts be placed in Me pt to a depth of 17. AfterinsmlGng the slandpipe,thedisurchnd'og bstaMpipeshouMthenbebackhlkdwthTaggregate. 4. The standpipe around extend l2"- 18' above Me lip of the pg. 5. If discharge will be pumpeddiredly to a at= drainage *[am, 0w standpipe should be mapped wM Herli before indai if closed, 114"-IPY'haMsare doth may be paced around the stantlpge, prix to attaching the frterm6dc, his will increase the fare ofwater seepage into the pipe. E-13 DEWATERING PIT DETAIL NOT TO SCALE WATER BAR DETAIL NOTE: WHERE GEOTEXTILE MATERIAL IS USED, IT IS TO BE 100%NONSYNTHETIC x FREE OUTLET z- ROCKSPLASH PAD APPROVED Resolution Number 26 - o 7 Date 3121 zT2w 0 N 0 N U p2. RISER TRASH RACK' DEWATERING O C AMI -VORTEX i ZONE Oon� 00 N t.4 0 ro on 40 N 0 vI 6 ANTISEEP O r, C m 0 m a COLIARS U 0 0 a1 0 C0 i Awa >x C 000.N putt m� N >a« m X0, PIPE CONDUIT OR BARRE z J c0% z W N J o - N SKIMMER E DEVICE H=HEAD ON PIPE SPILLWAY (PIPE FLOM4, FT. (CENTERLINE OF OUTLET TO EMERGENY SPILLWAY CREST OR TO DESIGN HIGH WATER IF NO EMERGENCY SPILLWAY) h=HEAD OVER RISER CREST, FT. L= LENGTH OF PIPE IN, FT. DD = DIAMETER OF PIPE CONDUIT (BARREL) Dr=DWKEROFRISER E-14 PIPE SPILLWAY DESIGN NOT TO SCALE 1 EARTHEN SYMBOL RIDGE 9" t6" SLOPE ---WB- CROSS SECTION n NOT TO SCALE (� a & "" 1 luWATER BAR d • aix 00 04 1, 1., `Q ul, it 11 j: U• 1••11 y 111 H'il :i:ll •;� •••111 6%::;*j1 uti,l,• Iy & STABLE OUTLET +; 11 I& 1&&I yMMM�UI1�, & & 11 & & & th & & J g chch &ch CONSTRUCTION SPECIFICATIONS 1. INSTALL THE WATER BAR AS SOON AS THE RIGHT OF WAY IS CLEARED AND GRADED. 2. DISK OR STRIP THE SOD FROM THE BASE FOR THE CONSTRUCTED RIDGE BEFORE PLACING FILL 3. TRACK THE RIDGE TO COMPACT IT TO THE DESIGN CROSS SECTION. 4, THE OUTLET SHALL BE LOCATED ON AN UNDISTURBED AREA. FIELD SPACING WILL BE ADJUSTED TO USE THE MOST STABLE OUTLET AREAS. OUTLET PROTECTION WILL BE PROVIDED WHEN NATURAL AREAS ARE NOT ADEQUATE 5. VEHICLE CROSSING SHALL BE STABILIZED WITH GRAVEL. EXPOSED AREAS SHALL BE IMMEDIATELY SEEDED AND MULCHED. 6. PERIODICALLY INSPECT WATER BARS FOR EROSION DAMAGE AND SEDIMENT, CHECK OUTLET AREAS AND WE REPAIRS AS NEEDED TO RESTORE OPERATION. U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVADON SERVICE NEW YORK STATE DEPARTMENT OF ENNRONMENTAL CONSERVATION WATER BARS NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE SEDIMENT BASIN E-14 NOTTO SCALE �CIEANWATER DISCHARGE o SOILTYPE FILTER CLOTH STEP IF GREATER OVERWIREMESH THAN 4Fr. a PERFORATED STANDPIPE PERFORADONSORSD MUST NOT BE MADEANY LESS THAN6'ABOVETOPOFTHE o HORIZONTAL OUTFALL BARREL 0 2" AGGREGATE (CLEAN) 2' STCNE CORE CONTINUOUS BAND W 497.0` SYMBOL tmEj E=10 TEMPORARY SEDIMENT BASIN OUTLET DETAIL NOT TO SCALE 12' DUOQ = 00 INSTALLATION NOTES: 2'MIN GROUNDWATER 1. Ptdohendonsarevariable. 2. The standpipe should be a perforated 12"10 24"dianoter comgaled metal, PVC or HDPE pipe. 3. Abase of 2" dean aggregate shouts be placed in Me pt to a depth of 17. AfterinsmlGng the slandpipe,thedisurchnd'og bstaMpipeshouMthenbebackhlkdwthTaggregate. 4. The standpipe around extend l2"- 18' above Me lip of the pg. 5. If discharge will be pumpeddiredly to a at= drainage *[am, 0w standpipe should be mapped wM Herli before indai if closed, 114"-IPY'haMsare doth may be paced around the stantlpge, prix to attaching the frterm6dc, his will increase the fare ofwater seepage into the pipe. E-13 DEWATERING PIT DETAIL NOT TO SCALE WATER BAR DETAIL NOTE: WHERE GEOTEXTILE MATERIAL IS USED, IT IS TO BE 100%NONSYNTHETIC x FREE OUTLET z- ROCKSPLASH PAD APPROVED Resolution Number 26 - o 7 Date 3121 zT2w 0 N 0 N U p2. � n�N704 r d 1NA )d -e 00 Ch 1. O C v " Oon� 00 t.4 0 ro 40 N 0 vI INN(C .,NI '"y or U O r, C m 0 a G .�kG U w 0 a1 0 C0 i Awa >x C 000.N putt m� N >a« X0, J c0% N w N � n�N704 r d 1NA )d -e z� C-501 3 0 w 0 0 r o a N v a N Q o 0 >x N N E E IF IOU �a � L y sw a N c0- ��r o e� 0 Ea WWF 'o x z v tomo 4c J�7y NN 3 Uv Oooww Mm aNN z msrUo Q Ev C 090=. C C C coo m wN yccc03 N "m J7�mU � � m a0o000 mQmamom m 6Mav xz «U vao0 NNN aaaa NlVNNohVlhhh NO NN N�IN�`IN r,III am WIN IM III 'ah Kir�a6�cvri z N NNNN NMM MM M If z� C-501 3 0 w 0 0 r o a N 3 C a N Q 0 N N E �a y N c0- e� 0 Ea x v 4c 3 Uv Mm aNN 00thC C C C C C coo m wN N � � m m 6Mav xz NNN z� C-501 3 0 w 0 0 r o a N 3 C a N Q z� C-501 3 0 w 0 0 W TWO WAY DRIVEWAY w 59 R.O.W. a w STOP6' N N EQUAL EQUAL • .A +" G a,..:. 10 TO INSIDE FACE OF CURB TO INSIDE FACE OF CURB 6' 'L 6"2Ff 0 a u, 12INCH WIOTUN., ..�.4•. .'a',,. '`. a 2 (WHA) + y ,. (' 1w A (... F ' T-0' S-0• 11-0' 2 2 MAX SLOPE i PIAN C 314"PER FT 25 1 2 T r-0' 3'-0• CUR o (PAVT. EDGE) C �I PLAN oro 8 nto ROADWAYNNNNNNNNl 0) L ",. 2.5 r-0" 5-0" F -i �1 SYMBOL DESCRIPTION C 0 v GR. MT. GROUND MOUNTED m OH MT. OVERHEAD MOUNTED IM W ORROSION PROTECTEDSTEEL 0 0 ST. TREE 8B . BRIDGE BACK OOBBACCKKD = C TEL EIEC, CABLE SiORMp 6" BELGIUM BLOCK CURB - 7 RAINAGE 'TCECTORPOSTTOAE INSTALLED k T 0 +OR I' APPROXIMATE LOCATION 5'WIDE SIDEWAII( ATCEMIERUNE OF CATCH HEIGMA$PER y 0 � � I _ _ ELEVATION OF SIGN � ro S BASIN. REFLECTOR TO FACE TRAFFIC MANUFACTURERS r a x « (IF REQUIRED) URBSTOP RECOMMENDATION b I n ST. TREE ° IRE HYDRANT PAINTED WITH TWO O 0 CORROSION PROTECTED STEEL COATS OF APPROVED PAINT. TYPICAL INSTALLATION GUIDELINES 6" EACH SIDE v m REFLECTOR POST TO BE INSTALLED COLOR AS PER TOWN STANDARDS. INISHED GRADE ; 0 O AT CENTERLINE OF EACH CATCH WATER SERVICE e . •' m 'Pr W G BASIN. REFLECTOR TO FACE TRAFFE ; 4 - :, 1" ' bA IRE HYDRANT SIGN M.U.T.C.D. SIZEOF TYPEOF w,.e'' L 00+ 600 •� 2'ASFHALTCONC. NYSDOT REM 403.16 ATE VALVE GENERAL NOTES: _III-III-,�• - 1111I--�� r,' rn .a 0 do 00 TACK COATNYSDOT REM407.0101 NOTES: SLOPES: WATER MAIN 1. Al signage shall be in accordance with the lalesletlNon ofthe national MUTCDardtlw = I-I : "I W OC a 4'ASPHALT CONC. NYSDOT REM 403.13 1. Rod did &III -Moment is be determined by the Design Engineer and or Town Engineer. SUBBASE 3M° PER FT. NY.S Supplement (MUTCD), September2007, Including thefolbwiog: 111 � 18' '� � � N 8"SUBBASE NYSOOT REM 304.05 2. All rack fill shall betop Soiled, seededantl mulched. PAVEMENT: 39 PER Fi. �OI Rt-1 30'X30" GR Mf. J IN CONCRETE PAD - 3,-0, w d\ 3. Catch basin to be in knemb traveled way. SHOULDER: 314" PER FT. A Lettersh and series r 2FTx 6'�4' ° � 4. Gas line febeindalad on opposlte side oftravekdwayfrom water main and 5'behind curb line. COMPACTION NOTE: B. Legend and background odor _ Q > a 5. Invert to be installed in all door manholes. CReOzdrvity '" D'i 1. The Contradorshallbeaspondbleamsurethm all road mursesrreetthe D. Saems'n� U b� 6. Wes sidewalks are instal mahboxes shall be placed on opposbe side of road. g UNDISTURBED following NYSDOT compaction spedfica6ons , . 7. beesubdaindefaikrmberainkation 2. The type ofchaadersasspatifatlinthe sfandaNspedfialcnsshall beasfollows: SUBGRAOE Subbase Compadon: mum 203.3.12 ARK N MUTCD CODE LETTER TYPE OF CHARACTER Asphalt Compaction: Item 401.3.12. YEARTH GI. TYPEIV ANY P12 12'X10" GR. MTRns as sho. ttPENOR V.TIME FORMED _ TYPICAL 24 FT ROAD SECTION 3 Sign cndinstaaewsigmwn mplans are ncewitmmeme arestenector dha'n.TBaMedabng (� CONCRETE FOOTING N R 1 signs and instill newsgnsloacmrdamce with the MUTCD; latest edition. The Contractor �� NOTE 4) NOTTO SCALE shall contact the Town Engineer to dism aftesolve problem areas. SECTION 4. Except where otherwise specified, parking signs shall be placed facing approaching traffic man angle of between 30 and 45 degrees with the line oftraMclow. Parking RESiRVm signs shall be placed at each end of a regulation(single-0eaded arrows) and, within the TOPSOIL AND SEED SHOULDERS. regulation(doubbheaded am), m intervals not a exceed 200 If V�\}/1 R7-8 17X18' GR. MT. 5. Where new sign are Metal the Contractor shall all a label to he bad of the sign panel. This label will show the data of cdall and identification numbers. NOTE: 9 1. Install "Loop Fall bicycle rack byLandsapeSWdures,cloGeneral Radia n, * 7 W BELGIUM BLOCK CURB TO 6. FlacememmW317 sign in the General Munidpal Law. ­ BE INSTALLED INA45'ANGLE. Newtown Sq. PA, 215.3533332,Model No. 687-OD40,yellow, or approved equivalent �2 P0A ( cup W GI °p 2N�z CONCRETE FOUNDATION. I 7 TRAFFIC SIGN DETAIL W 9 • a .6 Z V VARIES 24 R=7 NOT TO SCALE v ya�SDP ? 1 a Cm 16 -�-, -�. BIKE RACK DETAIL brs L� oz 2% SLOPE L E 2%stoPE 1'1_111 w a 211 ASPHALT PAVEMENET. g K L , �; a III-III 'RESERVED PARKING" NOT TO SCALE " o III-III 81'4,4 BASE + 4 s d -III- SIGN R7$ v o _ �, a ,, i 1� _ 4" WIDE EPDXY RESIN REFLECTIVE x (III III '.: r" r ' .' f e r t SOLID WhIl LINE(TYP) 14' U II-III -III-I IITASPHALTCONCNYSDOTREM403.17 CC x COMPACTEDSUBGRAOE LT21121ASPHALTOGINC.INSIDOTITEMIll III III- -I III III-III-III-III III-III III III III-III a' SUBBASE Ini ITEM M405 saw _ _ OOMPACTED SUBGRADE I-III-III-III-I I-I I I-III-NNih�h� I-III-III-III-III-III-III-I 'NOPARKING ANYTIME' k w 2 . _ _ _ _ _ _ WWF y B.OFT SIGN R7.1 - III-III -III -III -III-III-III -III -III - III-III 8D9 7 7 7 III, ,III-�-�-III„ III- I- I- -VI- -'gxxxv¢ Ooow� r y...Uo VARIES 'E y u, p E RESIDENTIAL DRIVEWAY( STONE CURB DETAIL SEE PLAN R=VARIESSEEPW4 WITH CHIMNEY CLEAR LENS a a G 0 R-Z NOT TGSCALE R-3 TYPICAL DRIVEWAY AND PARKING LOT SECTION a]mU 4" a o000 NOT TO SCALE R=VARIES SEEP AN 3. 18.5" �aaxm�rorod " EXPANSION JOINT MEN CURB 611 W y0avv•oro MEETS SIDEWAI.K OR PVMT FACE OF CURB FOR MOUNTABLE CURB LUMINAIRE r- ALTERNATIVE aa, a IN LAWNAREAS, BACKFILITOTOP N N (IN OFC lH2BWITH MIN.'' TOPSOIL 1R 60 REVEAL FOR STANDARD CURB 92" N N N N N N N N N PERMANENT PAVEMENT CONCRETE EDGE OF r m a m 1• REVEAL FOR MOUNTABLE CURBALTERNATIVE N o \ \ o \ CURB PYP) 4' WIDE EPDXY RESIN REFLECTIVE ROADWAY 17 TEMPORARY PAVEMENT 12" " "° - WNH5"RISE TO BACK OF CURB LVAREPSOLID BLUE LINE, GROSS BATCH ���NNrvNaa PAENCH WDTfn a" <e 2%MIN PITCH NOTE SEEPtAN AND H.C. SYMBOL PYP) WISHED GRADE LIGHTPOLE SAW CUT PAVEMENT ' " PR i Hap{y,p3ceswar, oelorareeasslwuwr,mplan. 4 + ov;,D rocmo�N 16'-0"FlBER GU55 POLE zNNNN NNMMM d SII SII44 ) ro a TYPICAL PARKING STALL LAYOUT k a q I I, l Q L a 1 2' ASPHALT CONCRETE ( R-$ NOT TO SCALE TOJNTER TOPCOURSE-TYPE 6F g� V OF P NYSDOT ITEM NO. 403.1701 ASPHALT TOP COURSE I� TACK COAT EXPOSED -111-IIS = d ' ASPHALT BINDER COURSE FINISHEDGRADE ) EDGES, PYP). 4" ASPHALT CONCRETE 'aI BASE COURSE TRENCH WIDTH BINDER COURSE -TYPE 3 BACKFILLMATERML 4 NYSDOT NEM NO. 403.13 V COMPACTED SUBGRADE CLEAN FILL FREE OF I- 314" CRUSHED STONE FINESANDROCK 8" UNDISTURBED EARTH \� m ABLE ENTRANCE 95 c• o 8"COMPACTEDSUBBASE 5 N DIAMETEROR GREATERTHEANP COURSE NYSDOT ITEM 3(4.05 ape- LOCATED ABOVE v NOTE: K42ETE IF REQ'D BY 1. Provide 10 expandonjoint in mnaetecurbevery ten feet Constructarb with class aomcreM (3000 psi). CONCRETE c A ENGINEER NOTE, 2. MoumabMarbaltemaltve shallbeinstaked atloatimsshown on the plan. 1y FINISHED GRADE a m 1. Pavement layer thickness shown are minimum values and shall mal existing if greater. 3. Transition from standard to mountable curb sections shall besmmth and tapered. Sp N 4C7N v r EELUI 2 STANDARD AND MOUNTABLE m CUSS"A"CIX4CAETE pp 3 R-4 PAVEMENT REPLACEMENT DETAIL R_r0 SIDEWALK RAMP-SEE DETAIL y J CONCRETE CURB DETAIL 3SOO PSI) qss a a a aON0 N N NOT TO SCALE TYPICAL CROSSWALK MARKINGS U "n NOT TOSCALE WHITE EPDXY PAINT M, oQaCN N otyP LIGHT STANDARD ELEVATION 17 P Ay aMah NNN KGs ORNAMENTAL POLE BASE A.3• a z��� 111V16"-212,3r'C.CDOMEPYP) TYPICAL CHARGER DIMENSION - ( BASE°MMEFER � NOTES: R-13 STREET LIGHT DETAIL W z 0 0 0000 GENERAL: NOT TO SCALE U a F o" 110116'-217132' O O O O O O T , 1. Sidewalk curb ramp type and loatin areas shown on the plans or asdiected. e 0 0 0 0 0 0 3'16" 2. All sidewalk curb amp types may be used as straight or curved orb sections. PIPE BOLLARD PIPE BOLLARD 11 3. Saewak curb ramp" maybe dltMnentmeach badomwiYmin an inlersedlon. IN UWNAREA IN PAVEDARFA 1N16'PYP)� 10116TTYP) SIDEWALK CURB RAMP CRITERIA: J=2w37.11313- 4. The maximum slapeale sidewalk arbampshall be112 PAINTED CROSS WALK PIAN 5. The maximumwidth of a sidewalk curb amp shall be five feet Ezdusiveofflared sides. EXTEND CONCRETE FILL I INCH ABOVE TRUNCATED DOME SECTION 6. Ali small curb ramps shall havefiudl, smoom tansdonstothe adjacent street or hghway surface. R- TOP WITH ROUNDED, TROWEL FINISH DETECTABLE WARNING SURFACE SURFACE FINISH: NOT TO SCALE 7. The surface mafsidewalkcurb amps shall be stable, firm, and slid residant(EG. A coarse broom finish perpendicular tote amp slope is aaepableoncementconcrelecurbamps) d. TS• LONG, 6"0 CONCRETE FILLED, 8. At proposed sidewak curb ramps shall have a detectable warning surface insisted from the bad of the ante for a distance oft feet in the direction t9 GALVANIZED STEEL PIPE of travel on the amp and extending aekill wit of the amp, excluding the ramp Wes or flares The dMedablewaming surface shall comply with CONTRACMN JOINT PYP.) FINISHED GRADE TO BE ¢ PAINTED SAFETY YELLOW Ne requirements 0section 429.2 alone Americans with DiMahkesAct accessibilily guidelines (ADAAG). FLUSH4MTIi WALKWAY. LL SIDEWALK CURB RAMP PLACEMENT: 41 THICK CUSS"A"CONCREE a e 9. Ata comer, where ha curb racks is25feetarImes, adngk amp(edhertype aorb) haled dfagonaltyanoften serve crosswalks in lNo W Ill TOP SOIL AND SEED 6" 6"" 6"� SEE PAVEMENT DETAIL QUAL PORT EV CHARGER directions. However, a single ramp shall only be used where them a a minimum dear space of 4B'talfmg solely within the projection of the D a inleaedion curbs(see figure l). Where the adiusexceeds 25'orthe minimum 48' dear space a not achievable, then separate ramp should be in 60 rnidedforeach crosswalk, d PAVEMENT MARKINGS AT CROSSWALKS: kI�p���IIIIII rI' H 10. Sidewalk curb ramps mmatxctl crossings shall be wholly oantaimdwithin the markings excluding any loved sides. IIi� -I c (I-II INTI-III SAFETY BOLLARD 11. At a mmerwhere a single amp(dthertypea or b; located diagonally serves two crosswalks, Ill shall be 40" minimum dear space at Re ramp PLAN III d' GIGIf-IIF (OPTIONAL) bottom will contained whhin the mammal crosswa@markings (see fgure l). 5"CRUSHEOSTCNE yj -i BEVEL CONCRETE APRON 12. Where stop Tires me necessary, they shall be denied b advance of sidewalk curb ramps. APPROVED COMPACTED SUBGRADE- UTILITIES UBGRADE ri AROUND PIPE BOLWtD PYP) L"1 UTILITIES-DRAINAGE INLETS OR GRATES: m , d TYPICAL CROSSWALK - 13.Where feasble, provide for drainage intros or gates'manedimely upstream from the curb ramps. Marine or rectangular drainage grates are tobe CONCRETE TO BE SCORED WITH a 3000 PSI CONCRETE MARKINGS used in the area of curb ramps. EDGING TOOL TO SIMULATE CURBING BATTER 14. Do not place signal poles, sign post, utility poles, fire Intens, etc., whin the ramp or ite flea areas. 6-V SECTION WITHOUT CURB A CROSSSLOPE 1'R �Ae. CONCRETE PAD SEE DRAWINGS FINISHED GRADE (SEE PLAN) 24'X24"x12' ' I= WHEEL STOP ,,...:.;:.,4,.,.m ell �Ikk W 41AGGREGATEBASE r ASPHALT PARKING SPACE e e r / CLASS'A'CONCRE . :;;� - 1�NIF��UNDISTIgtBED SOIL PYP) � g URB m 'm NOTE: 20" 17 NOTES: NNNNNNNNNI 1. Pipe bolants shall be insould at locations shown on the plan. 1. Minimum uossslope 118N pert unMssothenrise initialed ondrawirgs. p y proper access, maintenance CONDUIT FIGURE1 SECTION WITH CURB 2. adoasesinatthlardsbe placed asto TYPICAL PLAN LAYOUT SEE NOTE 2. Provide 114'pronoMetl ezpandonjotrdsm6'imervaa. and operaloao mthesWdure, utilflyarotherfealure mterd2dtobeprolmlod. 8810 3. Atthejundure ofdmcways and sidewalks, menial Ili inch, premokled bk3mitho lnlo shall be installed 3. Contractor shall mordinate placement ofboal at fire hydrants with the coal Fire or Water Dependent as appropriate, CURB (OPTWNALAT BACK OF SIDEWAIIQ CONCRETE CURB & SIDEWALK DETAIL PIPE BOLLARD DETAIL EV CHARGING STATION DETAIL R-10 R-14 NOT TO SCALE R-16 NOTTOSCALE NOT TO SCALE \ 211 11 \ \ 2. ,�- 6'-0"o.c.PYP.) a "O GALVANIZED STEEL BOLTS Mil P G \ 4 GALV. WASHERS PYP. RECESSED) 2 \\ 61 -1 z / 1 \ 3'x8 2-IF PLANK jPRESSURETREA RECESS PLANK UNILOCK PERMEABLE PAVERS. O TYPICALCROSSWALK IN INTO POST nYP) U MARKINGS (SEE NOTE p9) n h CLEAR CHIP STONE JOINT. y 0 M 6o`Mpy 2' 6" v 8" SQUARE PRESSURE 114" CLEAR CH IP STONE (ASTM No. 9) U 7 x TREATEDWOOD�T(�) SETTING BED. y P B C FINSHED GRADE AT POSTS N SaMIN vA � r s'Mt CURB !' CURB SIDEWALK RAMP TYPE PLASTIC DGERORAINT.CONCRETE CURB SIDEWALK RAMP TYPE "A" ;f EDGERESTRAINT. GALVANIZED SPIKE w 5'-0'MI ,�+ r '' x +'• +,.1 '•, TOPSOIL be ✓ zo 21-V MIN. a" o H CURB PAVEMENT CLEAN GRAVEL a CLEAN GRAVEL BASE. Poll ^. y I� EDGE of �P SURFACE RAMP 5'-0"MIN. RAMP FILTER FABRIC. PAVEMENT EDGE OF SIDEWALK - - - - - - - - - ^ a 1:12 UNDISTURBED SOIL. ;n a FTS w FLTRA SMOOTU, - A TRANSITION __________ - - SECTION ELEVATION III-III-III=III=III=III=III=III=III=III=_ 7 I-III-III-III-I-III-III-I I I-III-III-III-I ` CURB III-III-� 1-III-III-III �® SECTION"C-C" II-Ili Resolution fritter II SECTION"A-A" Date -21 2 1L vA TYPICAL CROSS SECTION PAVEMENT URA URB(OFTIONAU 1:12 5'-0•MIN. 112 SURFACE EDGE OF 6'-0"MIN. " ® " m 0 -BICE FLARE RAMP / - SIDEFLARE PAVEMENT SLOPE EARTH TO MEET SIDEWALK ro n ro FLUSH,SMOOTX, 114'ffT. MAX. 0 TRANSITID __X - ' fi=r T 0 CURB END POST CONNECTION RAILSPLICECONNECTIONDETAIL INTERMEDIATE POST SECTION "B - B" SECTION "D- D" DETAIL CONNECTION DETAIL SIDEWALK CURB-RAMP DETAIL TIMBER GUARDRAIL DETAIL _ PERMEABLE PAVER DETAIL C-SO2 R-6 NOT TO SCALE R NOT TO SCALE R 1 L NOT TO SCALE NOTE: UNAUTHORIZED RAOR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION7209(2) OFTHE NEW YORK STATE EDUCATION LAW. PIAN PLAN PIAN PLAN 24" MANHOLE COVER INSPECTION PORT. 24" MANHOLE COVER INSPECTION PORT. GRATE ELEV. 492.20' 24' 0 HDPE PIPE 24" 0 HDPE PIPE FROM DMI FROM CB -19 INV IN 470.79 BY PASS COVER CONCRETE SLAB, INV IN 46950' BY PASS COVER CONCRETE SLAB. QQQ SECTION PLAN ,TOPOFGNATE II a:. 'd . �a,' . ' ! . � f// ELEVATION=493.20' TPRECAST CONCRETE. "e a e'a.'. ad' i'. I 6"PRECAST CONCRETE. "i ' .d'a.'. ee '1 'i 444444 PLAN .ee � '39''O.C, 'de. '! 391 OA! 3, QQQ a ee 'e :ore ... e 69' QQQQQQ�QQQ 24.0 HOPE PIPE TO 108° ° u ;,.e �L� °'y u�L. 24'OHDPEPIPE.GOING 106° ° ''� L 'a `u`,LLLL' DETENTION CHAMBERS �< TO DETENTION CHAMBERS. `., a pq'0p1pE0URET j2. 444440444 V INV OUT .-469.32 INV OUT, 469.32 a INV. OUT: 485.94' d ,.4A 'd. S5?.4 '� 724 . .e '♦ .d. .a, .. .,.d ''< O --144^ �I II ° --144 1 �.­41 4 30' j �. 30' P N% 48 r WEIR INV.=471.61' I WEIR III =471.4T 24'0 PIPE OUTLET SECTION SECTION WEIR ELEV.474B7 WEIR ELIEV. V' IMV.OUT:491.75 =EV. =471.4T (a 72"- 6" PRECAST CONCRETE. TOP ELEV.=47524' 24" ROUND MANHOLE COVER. TOP ELEV=475.82' r24" ROUND MANHOLE COVER. ' I BRICK LEVELING COURSE (12" MAX) / BRICK LEVELING COURSE (17 MAX) 24' HDPE PIPE TO 24" HDPE PPETO WATER QUALITY CONCRETE SLAB TO BE DESIGNED WATERQUALITY CONCRETE SLAB TO BE DESIGNED ° INVOUT=470sT BY PRECAST COMPANY. INV OUT 470.76' -"" BYPRECASTCCMPAIJY. 6"PRECAST REINFORCED 6"PRECAST REINFORCE 60°V-NOTCHW'EIR IN. CONCRETE WITH #4 REBAR. CONCRETE WITH #4 REBAR. ro /� INV. OUT:489.70' RECTANGULARWEIR 6•PRECAST V 1 I 24^OHOPE PIPE a24'0HOPE PIPE RECTANGULAR WEIR INV.OUT:491.5' CONCRETE. 76' TO DETENTION CHAMBERS 79' DETENTION CHAMBERS INV. OUT: 491.5 a�INV OUT, 469.32' INV OUT. =469.32' RECTANGULARWEIR RECTANGULAR WEIR L i i INV. OUT: 492.00' INV. OUT: a 3'DIAMETERORIFICE INV. ELEV.=492.07 e SUMP ELEV.=468.32' 24" O HDPE PIPE WATER QUALITY SUMP ELEV.=468.32' 24"OHDPE PIPE TO %VOUT=470.6T WATER QUALITY 24' 0 PIPE OUTLET INV OUT =470.67' INV.OUT:48S.94' 24"0 HDPE PIPE 24"0 HDPE PIPE FROM CB#19INV IN=470.70 FROM DIAN INV IN=469.50' D-1 STORM BYPASS #1 STRUCTURE DETAIL D-2 STORM BYPASS #2 STRUCTURE DETAIL D-5 POND OUTLET STRUCTURE D_6 FILTER STAND PIPE OUTLET NOT TO SCALENOT TO SCALE NOT TO SCALE 20M P.S.I. CONCRETE PARKING LOT /r BUILDING CORNER 2 DRAIN I 6 HDPE ROOF DRAIN J 2D 1.SOD 2D WIDE X 12" LOND GRAVEL PAD OPPOS BANK RIP -RAI 12" MIN 6" RANI GRAVE F- SN9!E GRADE ORM SEWER EE PLAN FOR IPE812EAND LATERAL D% ROOF & FOOTING DRAIN CONNECTION DETAIL -1 NOT TO SCALE D_R v SECTION NOTE: 1. At least 50% of stone shall weigh in excess of 300111 and Me remainder shall weigh between f 5501ts. and 30Mbs; Me minimum dimension of any stone 612". FIELDSTONE HEADWALL DETAIL NOT TO SCALE 1 SECTION ELEVATION OPTIONALTOE PLATE EXTENSTION HDPEEND 211 SECTION 1 C CLEAN PAVEMENT FINISHED GRADE, SEE DRIVEWAY DETAIL FOR NEW INSTALLATIONS. SEE PAVEMENT REPLACEMENT DETAIL FOR INSTALLATIONS UNDER EXISTING ROADWAYS. WATER TABLE S ENCOUNTERED SECTION OPTIONAL TOE NOTES: PLATE IXIENSTION 1. Pipe shall be h0 and connected in the bedding which shall const of A. Carousel existing subsoil when kid above ground water or, B. 314"cashed stone when laid below groundwater. 2. If subsoil Is determined to be unsuitathe by the Engineer, at unsuitable material shall be removed for at seMr-0" below the pipe invert or twice Me pipe diameter, whichever is greater, and replaced with compacted bedding material. NOTE: 71l END SECTION SHALL BE FITTED AND FASTENED TO PROPOSED PIPE AS PER D-9 HDPE PIPE END SECTION DETAIL I D-10 NOT TO SCALE STORM PIPE BEDDING DETAIL NOT TO SCALE FACEOFCURB 4•HDPEFOOHNG OAAINTOCONNECT FOOTINGDRAM ELEVATION J� LOPE2%MIN INSTALLED BY OWNER 30.00 (762) WIDE X 12" LOND GRAVEL PAD OPPOS BANK RIP -RAI 12" MIN 6" RANI GRAVE F- SN9!E GRADE ORM SEWER EE PLAN FOR IPE812EAND LATERAL D% ROOF & FOOTING DRAIN CONNECTION DETAIL -1 NOT TO SCALE D_R v SECTION NOTE: 1. At least 50% of stone shall weigh in excess of 300111 and Me remainder shall weigh between f 5501ts. and 30Mbs; Me minimum dimension of any stone 612". FIELDSTONE HEADWALL DETAIL NOT TO SCALE 1 SECTION ELEVATION OPTIONALTOE PLATE EXTENSTION HDPEEND 211 SECTION 1 C CLEAN PAVEMENT FINISHED GRADE, SEE DRIVEWAY DETAIL FOR NEW INSTALLATIONS. SEE PAVEMENT REPLACEMENT DETAIL FOR INSTALLATIONS UNDER EXISTING ROADWAYS. WATER TABLE S ENCOUNTERED SECTION OPTIONAL TOE NOTES: PLATE IXIENSTION 1. Pipe shall be h0 and connected in the bedding which shall const of A. Carousel existing subsoil when kid above ground water or, B. 314"cashed stone when laid below groundwater. 2. If subsoil Is determined to be unsuitathe by the Engineer, at unsuitable material shall be removed for at seMr-0" below the pipe invert or twice Me pipe diameter, whichever is greater, and replaced with compacted bedding material. NOTE: 71l END SECTION SHALL BE FITTED AND FASTENED TO PROPOSED PIPE AS PER D-9 HDPE PIPE END SECTION DETAIL I D-10 NOT TO SCALE STORM PIPE BEDDING DETAIL NOT TO SCALE FACEOFCURB Depth of Invert, H, in. (mm) Minimum J� C 12.50 (318) 30.00 (762) 8 (200) 14.50 (368) 32.00 (813) f OVERSIZED HODS CAST IN WALLS -PIPE TO BE 16.50 (419) 34.00 (864) 12(300) SECURELY GROUTED IN PLACE BY CONTRACTOR s^ ra' s• 15 (375) 22.00 (559) IN FIELD (PIPE SIZE & LOCANON TO SUR ) 18 (450) 25.00 (635) 54.00 (1372) 24 (600) 31.25 (794) 60.00 (1524) 30 q50) 38.25(972) 66.00(1676) 36 (900) 44.25 (1024) 72.00 (1829) � 23 7.2 6 3000 FOR T -V v ES -0 12 12 13 4.8 6 9 ES -6 12 12 f3 24 0FOR4-0 d 6 9 SEDIMENT BASIN 12 12 13 4.8 6 9 ES -9 FRAME TO BENiORWGHLY 12 lu 4.8 6 9 ES -10 24 12 14 4.8 6 BEDDED IN 12 CEMENT MORTARMIX d BE YABOVE E MANHOLE WALL MALL PROVIDE112'IXPANSION& - - 1 U NOTAAPFCAREASNTO e u BITUMINOUS SEAL WHERE a^ FINISHED PAVEMENT CURBMEETSFRAME N .. BUTYL RUBBER FEDERAL ° d o ro :...:._.: _., .:.,,:...: SPECIFICATION WWf� ro CAMPBELL FOUNDRY FRAME & SSSM210(GS4-FSS) d, COVER No. 1105 OR APPROVED d. N 0000 N v EQUAL Nf I: �¢ e Z 2 OQ Ogg <Uo aU Q°«;avaOE. d. a 2 0 d e PLAN Er .1W 0 ADJUST TO GRADE WITH BRICK (ASTM v aCml' CAST IRON FRAME &GRATE C m G32, GRADE MA.)12"MAX.OR PRE • a'D MANUFACNRE08Y CAST CONCRETE RING SECTIONS. SECTION JOINT DETAIL a. C SET FLUSH WITH CAMPBELL FOUNDRY HEAVYMANHOLE Ica ° FINISHEDGRADE DUTY BINE SAFE MODEL NO. V'M0'G'�0 34080RAPPROVED EQUAL D w 4'-0"I6U INSIDEA6 18" DPh1ETER PIAN 3a]aaa: 5'mICK PLAN GST IRON FRAM E& GRATE o -" - e WALLS NONC'"VlhhVt MANUFACTURED BY h WTH CAMPBElLFOUNDRY HFAVY NNNNN BRICK LEVELING COURSE Ill Mix) Z - wSETRUBH PAVEMENT FINISHED DUTY BIKE SAFE MODEL NO. r�roaro / aCAST \� IRON FRAME B GRATE GRADE 340 OR APPROVED EQUAL w 6' 18,6• K 6�, > MB6MANUFACTURED ;3W BY CAMPBELL FOUNDR O��NNNNCC^ >rT-0'x4-0'HFA,VY DUTY BIKE SAFE 'vhvircg0MM 0FZSET FLUSH WITH PAVEMENTNO.2617 WITH CURBS NNNNNNMMMM Z CUT PIPE FLUSH WITH WALL wMODEL tt H m UFINISHED 1 GRADE NO.3408 WITHOUT CURBS g O - w ¢ IMODEL > a �\ GRAPPROVEDEOUAL BRICK LEVEONGCOURSE (1TMAX) n I MANHOLE STEPS I2'0.C. m / FNPR JOINT PRECAST CONC. BASIN WITH 18'SUMP (SEE NOTE 1) 'xII­ORINGJOINT TO CONFORM TO A.S.T.M. W 6' 2'S"Wz47L 6" a DESIGNATIONC443LATESTREVISION.JOINTS ISOMETRIC BRICKLEVELING 6" 2-0'Wx4-0'L B > d All LIFT PIN HEXES TO BE d- TO BE MORTARED INSIDE AND OUT USING Z a COURSE(12'MAK) p CUT PIPE FLUSH WITH WALL PLUGGED AND MORTARTED NON -SHRINKING MORTAR. 1• > INSIDEAND OUT ivp CUTPIPE FLUSH W9TUWALL N , d RE CAST MANHOLE SECTIONS TO BE IN STEEL REINFORCING FILLER JOINT PRECAST CONC. BASIN WITH 18' SUMP ACCORDANCE WITH "PRE CAST ° JOINT FILLER d a REINFORCED CONCRETE MANHOLE 1 V PRECAST CONC. BASIN SEE PLAN OR PROFILE �� REINFORCEMENT AS REQUIRED FOR SECTIONS"AS.T.M. DESIGNATIONC478, ° d WITH H'SUMP CAST IRON OR POLYPROPYLENE FORPIPEINvERT m PRE GST CONCRETE STRUCTURE LATEST REVISION, MINIMUM COMPRESSIVE ° COATED ST EEL STEPS AT IT O.C. t 1 STRENGTH TO BE 4000 P.S.I. 1 ill CROSS SECTION SEE PIAN OR PROFILE ° CAST IRON OR FOR PIPE INVERT POLYPROPYLENE COATED SEE PIAN FOUR ° - OUTLET PRE mLET PIPE REINFORCED POLYPROPYLENE STEEL STEPS AT I2.O.C.is PIPE MATERIAL 6!1 OF 34'CRUSHEDSiONE MANHOLE STEP DETAIL a L_J REINFORCEMENT AS REQUIRED FOR PRECAST CONCRETE SEE PLAN OR PROFILE FOR PIPE INVERT fig auUi 'f REINFORCEMENT AS REQUIRED FOR PRE CAST CONCRETE STRUCTURE SUBGRADE Iff �E�iall�l III [ JOINT FILLER to�APFROVED " IETICDIG,JII,I'�r T'SUMP g STRUCTURE Trj 6 ----- --...------ NOTES: BEE PLAN FOR SECTION 1. Manhole steps shall be cast iron Neenah No. R-1981-0 or Carl Foundry no. 258&1 or ° " SEE PLAN FOR - PIPEMATERIAL ?OF314'CRUSHEDSTONE APPROVE' COMPACTED m lene mated steel see dficafions or roved equal, MNP PY ( set 1 � PIPE MATERIAL p�APPROVEDSUBGRADE NOTES: CRUSHED COURSE STONE FOUNDATION 2. Unless otherwse specired storm manholes shall have letters "DRAIN" cast on cover. The covers shall ROVEDSUR GRADE have venlhdes _ _ '.4b � � ffiIAAk y nl-ILII Ik7II�IG,�„-It �"""' 1. Where depth of I I �� Manlroks shall mcetarexceedA.S.T.M.ard OSHA requirements and be hed for H-20 vehicleHOOCfDOURET D SUBGRADE IETI dimensions shall be 48"x48'.3. design loading. Ii,J~KJLp,IGIc,T "OF314'CRUSHED STONE WHERE REQUIRED C71I�I'Al 2. Top of basin shall behuittw8hpreastconcrete SECTION structural slab designed for H-20 loading. 4. mlflueexce inside walk. SECTION Where depth of manhole 5. Where depth ofmanhokexceeds f08,Inskediameter shall be 60". NOTES: NOTES: 1. Where depth of catch basin exceeds 10 h, inside dimensions shall be 48' x48". 1. Where depth of catch basin exceeds loft,inside 2. Catch basin covers and structures shall meetorexceed A.S.T.M. and O.S.HA. requirements. dimensions shall be 48"x48'. 3. Pre -cast sections shall be in amordancewith"Pre+xsl Reinforced Manhole Sedons•, ASTM. Designation C478, 2. Top ofbash shall be bultwilh preastconcrete latest revision. Minimum compressive streng$ shall be 4000 psi. Structures shall be rated for H-20 vehiNe loading. sWctuhl shbdesigned for H-20loading, TYPICAL CATCH BASIN DETAIL PRECAST CATCH BASIN - NO CURB DETAIL DRAIN INLET CATCH BASIN PRECAST CONCRETE STORM DRAIN MANHOLE DETAIL D-11 D_ 12 D-13 D-14 NOT TO SCALE NOTTOSCALE NOTTOSCALE NOT TO SCALE r �I Depth of Invert, H, in. (mm) Minimum J� C 12.50 (318) 30.00 (762) 8 (200) 14.50 (368) 32.00 (813) f OVERSIZED HODS CAST IN WALLS -PIPE TO BE 16.50 (419) 34.00 (864) 12(300) SECURELY GROUTED IN PLACE BY CONTRACTOR 48.00(1219) 15 (375) 22.00 (559) IN FIELD (PIPE SIZE & LOCANON TO SUR ) 18 (450) 25.00 (635) 54.00 (1372) 24 (600) 31.25 (794) SECTION 'A -A" DIMENSION SCHEDULE A = AS REQ. 8 = AS REQ. C = AS REQ. D = AS REQ. NOTE * GALVANIZED STEEL GRATING ALSO AVAILABLE * CONCRETE TO TEST 4000 PSI 0 28 DAYS * REINFORCEMENT ISOMETRIC NEW 3/4' HOLE FOR BOLTING TRENCH DRAIN DETAIL NOTTOSCALE SECTION •B -B• Precast Concrete Sales Co, 23 Route 303 Valley Cottage , N.Y. 10989 dL 845 268-4949 - Fox 845 268-4376 CONT. JOB TRENCH DRAIN DATE DRAWN BY DRAWING NO. ALUMINUM SLOT 4'-e'RECESS INTO RISER WITH FINISHED PAVEMENT OPTIONAL STEEL GRATING i STRENGTH CONCRETE (BY OTHERS) ADS N -12 - HDPE Nominal Diameter ID, in. (mm) Depth of Invert, H, in. (mm) Minimum Maximum 6 (150) 12.50 (318) 30.00 (762) 8 (200) 14.50 (368) 32.00 (813) 10 (250) 16.50 (419) 34.00 (864) 12(300) 19,00(483) 48.00(1219) 15 (375) 22.00 (559) 51.00 (1295) 18 (450) 25.00 (635) 54.00 (1372) 24 (600) 31.25 (794) 60.00 (1524) 30 q50) 38.25(972) 66.00(1676) 36 (900) 44.25 (1024) 72.00 (1829) 1/16 CLASSIC DESIGN 1144-12 ' D-16 JOINT (BY OTHERS) ASPHALT OR CONCRETE PAVEMENT (BY OTHERS) iBASE MATERIAL AS APPROPRIATE STABLE, UNDISTURBED I EARTH ORCOMPACTWal ED I FILL W=Do+0.42La PLAN MIN. NOTES: 1, BACKFILL DESIGN MAY BE USED FOR LIGHT TO MODERATE TRAFFIC LOADS (I.E. RETAIL PARKING LOTS, AGAINST A CURB, ETC.), 2. CONCRETE BACKFILL SHOULD EXTEND DOWNWARD TO AT LEAST THE SPRING LINE OF THE PIPE, SOIL BELOW THE PIPE AND CONCRETE SHALL BE A LEAN CLAY OR SIMILAR AT 95% COMPACTION. 4. SITE ENGINEER TO PROVIDE SITE SPECIFIC DETAILS, SUCH AS CONCRETE STRENGTH OR BACKFILL DESIGN ALTERATIONS. 5. COUPLER BANDS ARE SOIL -TIGHT, FOR A TIGHTER SEAL, A FULL CONCRETE INSTALLATION, NEOPRENE SHEET, OR MASTIC FILLER (PROVIDED BY OTHER) MAY BE USED, 6. REFER TO ADS TECH NOTE 2.11 FOR ADDRIONAL DESIGN INFORMATION. 7. SLOT RECESS IS NOT INCLUDED IN DEPTH OF INVERT TABLES. SLOTTED DRAIN PIPE DETAIL NOT TO SCALE ELEVATION 0 w ARRANGE RIP -WIN FIELD TO GRE I a VELOCITY DISSIPATION EFFECTAS m $NOW4 SECTION OUTLET PROTECTION DESIGN PARAMETERS STRUCTUREID Do (IN) La (M W(Fl) 050(IN) DMAX(IN) MIN.BIANKET THINCKNESSIIN SPLASH PADS 4 6 2.9 4.8 6 9 ES -1 30 16 18.5 4.8 6 9 ES -3 15 8 9.3 3.0 6 9 ES -4 36 20 23 7.2 6 9 ES -0 12 12 13 4.8 6 9 ES -6 12 12 f3 4.8 6 9 SEDIMENT BASIN 12 12 13 4.8 6 9 ES -9 24 12 14 4.8 6 9 ES -10 24 12 14 4.8 6 9 D-1 T RIP -RAP APRON/ENERGY DISSIPATOR DETAIL NOT TO SCALE EXISTING WALL INV. OUT 485.94' D-5 INV QUIT 485.94' POND OUTLET STRUCTURE NOT TO SCALE APPROWL Resolution Nub r 2 b " 07 Date jo Z. Lo NA�N��). 0 W o re W ° AM n N a CN UJ O N N W o w N N N x = W fx �E � F U w Ch� Qi m O 0 x a a Z 13 00 NA�N��). W o re W ° AM n N w CN N oJ z ^ 00 m N hon N AIMw O W fx �E N e !"I Ch� Qi m O O x a a ~a 13 00 �a0 � 3 .. opo 000 �00 A _ 0 4 5 00 CCb a� D6 >�� v U N NA�N��). C-503 m U n N ✓� U m N N N O !"I 0 > x a a ~a a � 3 .. A ccU v �2'. WWf� ro N 0000 N I: �¢ e Ogg <Uo Q°«;avaOE. aCml' C • a'D 149 C 00000 Ica Q0e«««` V'M0'G'�0 D 3a]aaa: NONC'"VlhhVt NNNNN r�roaro O��NNNNCC^ 'vhvircg0MM NNNNNNMMMM C-503 m U n N I U m N C-503 m U m N !"I 0 a a ~a a � A C-503 0 NYLOPLAST DRAIN BASIN WITH SOLID COVER > QST TOTAL WATFALAVEL SOIL GRASS LINED BERM PROPOSED SEDIMENT MARKER w HOLE NO. DEEP TEST PIT DESCRIPTION DEPTH DROP IN INCHES RATE O W p,Ne�,m��v (TNCHHR) MC•7200TECHNICAL SPECIFICATION N w FFN tmmWTm6WXDA IIIIIIIIIIIIIII 6"T.SOIL,12"-36"GREY FILL SANDY LOAM WELL GRADED, Ni SEE PLANTING PLAN N "a" IXroF Ill 42"-48"LIGHT BROWN SILTY LAOM, W I 791 GREY I BROWN 8' .8 INCHES .8 upyLEy CREST RIPRAPCHANNEL FORDETAILS C SANDY LOAM, WATER AT 8' IIIIIIIIll STIFFENING RB WEB "" U to elWnmrrwawm�w LOWERJOINT UPPERJOINT 3:1 SIDE SLOPE TOP OF BERM 495.00' Q] WRIAMIM TP4 2 6'T.SOIL,12'-44" DARK BROWN SANDY SILTY LOAM, 42'-54" g 21NCHES 2 CORRUGATION CORRUGATION 0 a Nvr„rama LIGHT BROWN SANDY LOAM,54"-78'COBBLES - ' - - ' - - - - ' - ' - - ' - ' � F N Wwaemwr� Mwmc a - _ _ _ _ 10 YEAR STORM WATER ELEV. 493.49' _ z rWun[poismXcm ea ryrl oalCasssAaowsmsomwa 79.1" 834' CREST 18'! 4 nww coed puwxsX;naw mem aAwI,ERINIXE 4a. PCmUWNFEr "Wsi 60 T.SOIL, 121 13G DARK GREY ORGANIC, 3r' LIGHT BROWN, 12910 mm) 2120nm STIFFENING I N Wammil4xsMry mars ¢sMINWim°mlereMn Le ,m¢aelryW TP43 8' 21NCHES 2 INSTALLED RIB 1 YEAR STORM WATER = °X9E°.9 TcJTClamgrmmwruas.EMfihcTAV 36'- 42' SILTY BROWN, SOME GRAVEL g X10 sEauxvGXa7suronlFmroumAR'Crmuarox FOREBAY ELEV.493.02' Z ;, 6" TRACE TOPSOIL, 12'-48" BROWN SANDY LOAM, WATER ERMANENT WATER ELEV 492.70' IIIIIIIIIIIIII IIIIIIIIll11 C :.:.... .:..::.1 I .. .... z Tp- THROUGHOUT, WATER 4' 17 INCHES 7 - . _ . - . - c 11111 I 00 :;:+ a M¢xweesAveaa fi"TOPSOIL,12"-18"?,24'-54'BROW'NSLTYLOAM FOOT FLUCTUATING MARSH ZONE - MICRO POOL a D (gVMM oFrrsrswmnwtmrs CNXdr,N• rmmxsronuw a BUILD IN THIS DIRECTION + N Vl 0 AMAI Anu m"TTIMIE ex6arusa onisor-n'.rrvill TP -fly MOTTLING, BO"GWf,fi6"-96"COBBLE'S GRAVEL UNDWATER } I L O F Adsir AncJa1UWIILWTIWWm 6IrmmE Ill ulati N_ITNIwF,P1aaMPanA eumainualmawtm ELLV,:494' ,;} = 4 vKmrgxoWIDI mSavxauwmwsuastaemmaaaaomB 3D TOPSOIL, LOAM, 30°-96° HIGH MARSH ELEV.:492.0 I I 3:1 SIDE SLOPE }� > I I �/ a mxamrraaNmor¢ aglrrraartVUWtPICrlEasar�ae:'rsmousM � .. .. BOTTOM ELEV.: D wAsmm omi'maKIPAifA43emnawYlemWw4 TP -#6 MOTTLING. i•;`:'; `' y W C OaRsAam"Ill Na R(3EAWuraasaaaramXaarz'x %k19E 60.0" 32.6' LOW MARSHELEV.:490.00' Elm m"tn C AJ(2I W9ErWrXWYW1'.IX WIXA91X=. I SEE DETAIL STRUCTUREk- n 1524 mm & 2'TOPSOIL, 4'BANK RUN, 150 SANDY LOAM, 31m ASPHALT, 549mm) INSTALLED DETAILD6 N 0 TP -97 3fi"-48"BANK RUN,5P- 96' SANDY LOAM WITH SOME SILT, PLANTING SOIL MIX '� b U i rn m C I.rxrnooxweruEME"nrsnwamlrtnwa SEEP QI x;.,+' p Z'oLV AIwXXLLa:X[XfWMXXNManaIXR4�4 C 0 It 9 > rnnalomESFINKAYNOMWnsONSEX 6"TOPSOIL, 6"- 96" SILT LOAM MOTTLED,GWT@BO" ..I a ARWINUIslMmullimr.oenamlom6mlavw.te:�xCrwwlonul 0 "a C 0111Me,A MEEDIRaV WIlmlolll 4"MUSS CLAY MIXUS TO PLACEDOF A OF A A � d c TP -y6 100.00gzWmml� 9D.OT2286mm1 HUMUS-CLAYMIXTO BE PLACED AT 2:1 SIDE SLOPE U a kvC &IIX:IXNI.HMWNGiq.KY! rXXW10.m0i6XXBIWamXMIN aYM61 aIXtXM v 1-mav,Iv m1 uoX ((Qll aYImP°mm V`rroMs WlXnXor.:Ismml THE BOTTOM STAGE OF THE WET POND pnon,tNR.PrN.Volu4PnxaM4'CaIXuvALL' al"S%$M°f M6 WXmFdIMUX&aRFWXr2weru.WlERWa rwrrmau.WoEousnlssXaa e NOMINAL CHAMBER SPECIFICATIONS rp I; 05.l&VF6Wy1lUnDWNlffi[EVTQW IJWIeyIE I� ffOWmlXmXlma MICRO POOL BOTTOM ELEV.: 488.00' W �' r wouxnrsrnmuuassEWurumW.w6noen WlWMV7fAW(RMWWWs�"'"°`�"'"`� m -SIZE (WXHXINSiALLED IENGTHf 1009X60.0'X79.1' (2540mTX1524mmX2010mm)6. I7.86aoMoLLWnXrINN11G 0XiAAAhfr"XToEMrtl as WoN TEST PIT DESCRIPTION CHAMBERSTORAGE 175.9 CUBIC FEET ( irl C N 4) 00 "''w lEClra SEH[MliiWulwwluawrXir IX&limmiM9101ialm¢rcm MINIMUM INSTALLED STORAGE' 267.3 CUBIC FEET (7.56m'I NOTE$: rn V4 a IT XansmlmWncun. ®. aXsa a ma a Isl E MIGHT(NOMINAL) 2051[6. (92.94) 1. THE BASIN SHOULD BE SEEDED WITH THE TEMPORARY SEED W ,H 4) 7 N NYLOPLAST DRAIN DETAIL MIX DURING THE CONSTRUCTIONPHASE WHEN rISBEING X� > r -H ��AA N NOMINAL END CAP SPECIFICATIONS 38.7 USED ASA SEDIMENT TRAP, ONCE THE ENTIRE SITE IS STABLE, 0 >"r Q Mo SW 1 SME(WXHXINSTAILEDLENGn9 90.0'X61.0"X32.0' (2286mmX1549mmX833mn) (965 ran) THE FINAL SHAPING AND PREPARATION OF THE POCKET POND w - 0) END CAP STORAGE 39.5CUBICFEET (1.12 m'I SHALL BE COMPLETED. THE PLANTINGS SHALL BE DONE AT NOT TO SCALE DO NOT INSTALL MINIMUM INSTALLEDSTORAll 115.3CUBICFEET (3.26 m0 Q '0It .h•t�51��,e,Fvb n..,u.rtry.r,t.7 F$ERThTEEAi WF1GHi(NOMWTL) 90 In. (40.8kg1 THE SPRING OR FALL WE SEASONS TO'lll Ill ,._. SURVIVAL PW4TMATERIALS. U q STORMITECH END CAP Rr`a Lw;VJ4 tiA.; i4`�Wl„ ;r"'�,?',! CENMBFR JOINTS 'ASSUMES iY(305mmI STONEABOVE,T(229mml STONE FOUNDATION AND BETWEEN CHAMBERS, 2 ALL MARSH GS SHALL BE SPACED IB"O.C. FOR HIGH AND LOW CONCRETE COLLAR . 18'(450 mm) MIN WIDTH A 124 (305 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY, MARSH SUGGESTED POCKET WETLAND PLANTINGS ] 3. BUFFER FRINGE SHRUBS SHALL BE PLACED 5'O.C. W 04 k CONCRETE COLLAR NOT REQUIRED 4. BUFFER UPLAND PLANTINGS SHALL BE PER THE PLAN SPACED X� PAVEMENT PARTIAL CUT HOLES ATBOTTOM OFEND CAP FOR PART NUMBERS ENDING WTIH"B" � fORUBFAVEOAPPLICATIONS 124(300mm) CCENEYANCEPIPE 20'O.0 PLANTINGS In MINSEPARATION MATERIAL MAY VARY END CAPS WTOLESATTOPOFENDCAP FOR DEDSTUBENO NTH ENDING WIMT ENDCAPSYAnIAPREFABRICATED YrELDEDSTUB ENO NTH VE 5. SHRUBS PLANTINGS SHALL 50% IS NOT TAHIAVED N I (PVC, HDPE, ETC.) � 6. IFAMINIMUMCOVEFAGEOF50%ISNOTACHIEVEDINTNE LOW&HIGH MARSH ,v,,�C 12"13001rm)MININSERTION PART STUB B C B PW4TEDW'ETNNDZONES AFTER THE SECOND GROWING NanowleafCaflail(Typhaangustifoia) ;;1.�9; MC72WIEPP06T G(150mm) 4254'(1081 mm) - SEASON, A REINFORCEMENT PLANTING IS REQUIRED. L¢ard's Tail(Saururus cervi CONCRETE SLAB L W720CIEPP06B - 0.86'(22 mm) Pickerel Weed(Pomederia cordata) L , I r cl)(mm)MINTHICKNESS 12l mi NYLOPLAST INLINE DRAIN MANIFOLDSNB NO 40.50"(1029mm) - PIPE INVEE :4 eoDYwrsouO HINGED COVER 6 (2U0 ran) Swamp Milkweed (Asclepias incamata) IIIIIIIIIIIIII MC7200IEPPoBB - 1.01"(26mm) ELEV.: 468.75 PAHTS2712AG41P MANIFOLD A _ Soft Stem BulNsh(Scirpusnica) ) INSERTATEE MC72001EPP1m 38.3T(975 mm) SOLID COVER: 1299000 ASERTATEETOBE MC72001EPP10B 17(250 ) - 1.3Y(34mm) Arrowamm (PeRandm virginia) {L 439ry7o CONNECTION r'1 INSTALLED, CENTERED MC72001EPP12T 35.W(907mm) - Smarhveed(Poygonumspp.) @� NA �1 p,M OVERCORRUGATION MC72001EPPt28 1Y(300mm) - L55'(39me) fc HIGH MARSH ,�� PAA r y d0 4'(100mml SDR35 PIPE PIACEADSPLUSWY)VEN GEOTEXTILE MG72001EPP15T 15"(375mm) 32.72'(031 mm) - L Blue Fla ITIS Verslcokm m a 3 OI ea 0" d 1 11(CENTERED ON MSERTA-TEE INLETIOVER SECTIONA-A SIDEWEW MG72RUP15B - 1.70'(43 mm) Blue Joint(Caama ro) m rc � ° ` w x MG7200CNAMBER BEDDNGSTONE FOR SCOUR PROTECTION MC72001EPINST ( g tiscanadensis) z < a • y MANIFOLD HEADER AT SIDE INLET CONNECTIONS.GEOTEXTILE 29.96'R46mm) - CUSTOMPREFABAiCATEDINMERTs MamhMadgod(CathaPaushis) p 0 =0 Oaa ( I MAX DIAMETER OF HEIGHT FROM BASE OF MC72001EPP18TW /y e�r rN 4'(100mm)INSERTATEE MUSTEXfEND6'150mm PASTCNAMBQt 18"(450 mm) ARE AVAILABLE UPON REQUEST. YBIOW F MANIFOLDSNB PARTt4PZ6FBSTIP FOOT CHAMBER INSERTATEE CHAMBER(Al MC72001EPP18B _ 1.924 (50 ran) INVENTORIED MANIFOLDS INCLUDE a9 TIS SBU OCONS) P A/byz INSERVATEY OF CORRUGARED INTIONS MC72001EPP18BW 12-29(301d10mm)SVEONSPE BUFFER FRINGE Im ` VALLEY OF CORRUGATIONS SC -310 6'(150 mm) 4'(100mm) C. MC72001EPP24T AND 1548" (3751200 ran) c M740 10'(250 mm) 4'p00mm 2a.0s•(5asmml _ Meadowsweet(Spirealatifol'Ia) 41 I MC72WIEPP24TW ECCENTRIC MANIFOLDS. CUSTOM Me 191250mm1 4'(100 mm) MG72001EPP24B 24'(600mm) INVERT LOC.ATIONSONTHE MC -7200 Rose-Rugose(Rosa rugosa) 12fModam1Ill 12'(300mm) NOTES: - 2.26'(57mm) ENDCAPCUTINTHEFIELDARENOT Flowerin Dogwood Comus flodda N MIN SEPARATION MIN INSERTIONIll MCS500 124 (330 mm) 6'(150 mm) Mc720oIEPPz4aw TEMPORARY VEGETATIVE COVER SPECIFICATIONS FOR DETENTION BASIN SIDE SLOPES 90 ( ) X PART NUMBERS WILL VARY BASED ON INLET RECOMMENDEDFOR PIPE SIZES Shadblow Amelanchiercanadensis o 0 M4TERIALS. CONTACT FOR MORE MC4500 124 (300mm1 8°(2Wmm) MC72001EPP30BW 30'P50mm) - 2.W(75mm) GRFATERTHANIO"(250 mom. THE ( ) > Z I 11111111% 1! INFORMATION. Mc720oIEPP3saw 3s"(scemm _ 325"63 mm NORTHEASTWETIANDGRASSSEEDMX BlackChokebe Aroniamelanocara = - I ( I INVERT LOCATION IN COLUMN V �( P ) FGASKETE 1?(330mn) 0"(2Wmm) AS SUPPLIED BY SOUTHERN TIER CONSULTINOIINC. WEST CLARKSVILLENY(716)9688120 RedogeTDO d Comussericea u X CONTACT ADS ENGINEERING SERVICES IF INSERTATEE MG72001EPP42BW 424 (1050 mm) - 3.55"(90mm1 ARE THE HIGHEST POSSIBIf FOR 9'l ( ) c E r NOTE: MANIFOLD SNB MUST BE LAID HORIZONTAL IMF MUST BE RAISED AS NOTALL INVERTSARE FDTINGSAVAILABLE FOR SOIL 26, SDR 35, SCH40 IRS THE PIPE SIZE. Butlonbush(Cephalaltlhus occidentalis) �a ',L. NOTE OLVENTWELD, NI2, HPSTORM G9a 0R OUCTIIE IRON NOTE ALL DIMENSIONSARE NOMINAL AGROSTIS STOLONIFERA CREEPING BENTGRASS APPLYATI LBI30005F `db0 roNOTECigN PCRTS M4Y BECO NECTEDTITROUGHANYCHAMBE CORRUGATION VALLEY. FORA PROPER FIT IN END CAP OPENING. POSSIBLE.Inkberry(Ilex glabra) 0,p, A p POATRIVALS ROUGHBLUEGRAS$ SII Dogwood Comusamomum res lD ALOPECURUS ARUNDINACEUS MEADOW FOXTAIL kY 9 ( ) qMx 0 4" PVC INSPECTION PORT DETAIL END CAP INSERTION DETAIL INSERTA-TEE SIDE INLET DETAIL MC -7200 TECHNICAL SPECIFICATIONS PANICUMC ANDESTINUM DEERTONGUE BUFFER UPLAND ® IIN Io SW -2 SW -3 SW -5 SW -6 WhReAsh(FmXinusamedcana) Z 000 NOTTO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE While Oak(Quefcus alba) C R 7 R 0 R Tulip Poplar(Lirodendron tulipifera) 000 w o -I V ..sxaUo ACCEPTABLE FILL MATERIALS: STORMTECH MC -7200 CHAMBER SYSTEMS m Epi arororoU0 15#12 �l 0=d olu. AASHTO MATERIAL I 0 I o v- m] 0] MATERIAL LOCATION DESCRIPTION COMPACTION I DENSITY REQUIREMENT \ � 60 4 a a o o o 0 o 8 CLASSIFICATIONS # e FINAL ALLFILL MATERIAL FOR LAYER'D'STARTS FROM THE I 1 100 2 25 10 / It (>I Di a PREPARE PER SNE DESIGN ENGINEER5PUN5.PAVED ( # �/ r Q. Q ( P 0 0 Oro TOP OF VEMENT 'C'LAYER TOTHE NISHEDRDEABOVE FLEXIBLE N ANY SCHECKLANS FOMATERIALS, RPAVEENTSUSOILS, aPER REDOREEER'S PLANS. // /�% /� W. D )AVEMENTORUNPAVED FINISHFDGRADEABOVE.NOTETHAT CHECKPIANSFORPAVEMEMSUBGRADEAEQUIREMQIis. NA INSTALLAnONSMAY HAVE STRINGENT MATERIAL AND R C1/I� HDD#1D /' (n `'W-1, POCKET WETLAND (W4) TYPICALSECTION L, a�]]]] PREPARATION REQUIREMENTS. I I 25 FT WETLAND _ _ _ _ - L J JV7 NN°N PAVEMENT SUBa4SEMAYBEPARiOFTHE'7 LAYER In l AOTOM14Y Q I I BUFFER 100#10 -- _ -.�� -_„/� w w NOT TO SCALE 00 NNNNI\IN GRANUURYELLGRNPoSOIGAGGAEGAIEMdiUAES,GS%flNESOP At,A-24,Aa BEGIN COMPACTIONSAFTER24'1500mn)OFM4iaA0VER I I - P __ i w \r^aaw MIRLLFlLL:FILL MATERIAL PoR LAYER C'STARTSFROM THE I ( -_ - U r m,0^^O^ PROCESSED AGGREGATE THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN I 100#p5 /Ill TOPOFIHE EMBPoMENTSiONEfB'LAYERIT024'mn) 1f--� �� A m m �� (HNNaa C ABOVE THE TOP OF THE CHAMBER. NOTETHATPAVEMENT OR Ir (300mmIMAx ATSTOAND95 MI ILL %PROCTOReeSTTYFOA l ') < / / \ ` \ O^ N SUBBASE MAY BEAPART OFTHE'C'UYER. MOST PAVEMENT SUBBASE MATERASO4N BE USED IN LIEUOFTHIS WELLGRADEDMATERALAND95%AEIATIVEDENSRYFa ( \\ 100#7 - \ ^^ ^ LAYER. MSHTO RACE PROCESSED AGGREGATE MATERIALS 3, W, A,467, 5, 66,9,Q67,58,7,78, 8, 89, 9, 10 (IN ) 60#6 �-jx � l q q M40#2 W11fiSTUB0O:4rItOSO mmI zNNNNnNmrom EMBEDMENT STOW: FILL SURROUNDING THE CHAMBERS 1 ) I \FV q 3 1 B FROM THE FOUNDATION STONE INLAYER) TOTHE C'LAYER CLEAN, CRUSHED, ANGULAR STONE OR RECYCLED cObai AASHTOM43 NOCOMPACTIONREQUIRED 1 / / Ill - 10#3 ABOVE. 3,3574,467,5,55,9 .: . , I/ � / I,. •' q q 40 2 a PoUNDATION ST'ONE:FILL BELOW CHAMBERS FROM THE AAMITO M43' a \\ 2 / . / /_ a coq q°qq q° q q o°°° !' N X A CLEAN, CRUSNFD,ANGULAR STONE OR RECYCLED CgNaETr' PLATE COMPACTORROLLiOACHIEVEA FLATSURFACE _ 3UBGRAGEUP TO THE FOOT (EOIIOM90F THE CHAMBER. 3,39,4,967,5,55,57 \ III // r t y 414 ',' 20#8 T X 4 6 2 PLFASENOTE: li III - I /� r/ +" f / as t I 5IPE ' ' q 9 10#9 X I RIM: 517.79 REDUCER r 1. THE USiaAASmODESmNATONSARE PoRGRADATIONS ONLY. THE STONE MLlmA1.S0BECLEAN, CRUSHED, ANGULAR .FOR EXAMPLE, ASPECIFICATION FOR 44STONE WUMOSTAIE°CLEANCRUSHED, ANGULAR NO. 4AlSi0NF, yy4 d--- UAaT 1 II 8 � E:� ¢" o __ 2 STORMfECHCOMPACTION REOUIREMENTSARE MET FOR 'A' LOCATION MATERIA.LSMEN PLACED AND COMPACTED INr(Bad nom pliUFFSUSINGTWO NLLCOVERAGE$WITH AWBRATORYCOMPACTOR. x i // V..; d f 2Q#11 w REQUIRED BY (l 4 , ', t�,I }b a „ , w m A A Top CONTRACTOR 3. MEREINFILTRATIONREQUNSURFACES MAY BECOMPROMISED BY COMPACTION, FOR STANDARD OEMGNLOAD CCNOmONS,AFLAT SURFACE MAY BEACHIEVED BYRMONG ORDRAGGING wmIOUrCAMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, COmACiSiamECH FOR \q /\i q• _ _ _ _ __ COMPACTON REQUIREMENTS. _ 497i/ // P - 40#s 0 � LEDGER: 515.55' DnIETTO ESI 4. ONCE LAYER V IS PLACED, ANY SOILMATERIALCAN BE PLACED IN LAYER O' UP TO THE FINISHED GRADE MOST PAVEMENT SUBBASE SOILS CAN BEUSED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER' C' OR' VAT THE SITE DESIGN ENGINEER'S DISCRETION. ' S. WHERE RECYCLED CONaETEAGGREGATE ISUSED INUYEPs'A'OR'BTHE MATEPoPLSHOULD ALSO MEET THE ACCEPTABIUttCPoTERAOUNNE0IN TECHNICAL NOTE B.IDRECYCIFACONCRETE STAUCNRAtBACN}iLll 1 / / / y �: ';: 100#8 3 �j / ; . OUIl6T:512.05' __-__- ADSGEOSYNTHE11CS6mTNa4W0VENGE07Ell11LEALLAli0ERS / 0 CLEAN, CRUSHED, ANGULAR STONE IN PAVEMENT (DESIGNED / " : IE ' BY SITE DESIGN ENGINEER) ' 00#11 5 -_ _ a INLET:509.05'- -' - 1.MAMIOLEVOLLANDSUB y�� y` \ \ � _ Ii 60#7 /r Z s THICIMESARENOTTO «C A . , �` k�,' "1 }, \'Ay '\,� D\ 1,, .`meanmsrluuEauF.u[urrauvrcu ;4� / 7 / sCArE. ro E m k Mt �• A °�a 4+ °` Xmuxtmsvmm.mnr:WmmV@1=WraoaW N 24' 70 'r :; 1 / " w PERIMETER STONE (, Xy. .° X r V R SKIRT: 506.41' 2COmACT11YCR0 « mmastaavlamlrsomq r (2.t ml .. 60 4 U) a WIERMTONALFOR A E a ISEEnoTEq .. in' C ,.. .. .. (NOW)MN' MAX ... # / A,a° �, BOTTOM asmumMw m ELEV.:473.75 IrlaoommlMN I 4. °o° ,.... l ;// m o BOTTOM OF INTERNALS: 504.9 1 ERASERNGNDORIORTOAM Ego x B q °q°°° 4 h � H 6� DEFENDER MANHOLE �' Q 3 EXCAVATION WALL 87 "THIS CROSS SECTION DETAIL REPRESENTS I� ° coo n �� / (n i %°"^lel' /�\ �I mm7il, NaN (CAN BE SLOPED OR VERTICAL) ( POSE EEQHIREMFMTSHEET TAlUTION. ,I q q q q ( I / (O > SUMP: PROJECTION {{O}{ --r «N^N SINN 1524mn) ; q / /K� > ���T/// �I PROJECTEETHEUREU1aMET(T& j °° q q 4°° \ .0. m0^ 41 PAOJECTSPECIFICAEWIREMENTS. I ° -( \ O IF IN DOUBT C QNpN N N. T5i i lY z HYDRO FRAME AND STONEBASE SECTIONA-A a X 0 P^N II A u °° /l"' < COVER(INLCUDED) PER PROJECT IYON use B{ MOFSTONETOBEDETERNNEO ' ,/ SPECIFICATIONS " y OM�� * , Ta �BY SIlE DE81GN ENGINEERe'M30mr11MIN 1100 5 \�I J F- GRADE RINGS BY OTHERS ER MRJ°W ^ NNNN('-' # \ J W ASREQUIRED1rpWmm1MIN I: I I . 1a1-0wAETEAIW'T259amm) 1r13DOmn)MIN 1 // \ di eMG7200 SUBGFAE(� .' / I � j= O DOVMmAFAMaFIITaR END cow (SEE NOTE 3) r \ - 10 / POCKETWETIAND(W4) P� 0wW NOTE: NOT FOR CONSTRUCTION. ' \ �� i0, ( � PLANT UST W0 i111 FU CONTACT HYDRO FOR SITE INFILTRATION ELEV.:4E675' - I I #11! � w SPECIFIC DETAIL r O STONE INVERT.: 466.07 6O 1 \ KEY Ott BOTANICALNAME COMMON NAME Siff Oz w M O (ETOEALARRANGEMENT W o ,U N \ '150#14 \\ PERIMETER I le 9I EQUIPMENT PERFORMANCE PARTS LIST '' 3 � a -� S5F�tHM� 1 55 RANDOMVIMCATUM SWRHCGRASS 1GAL The sthmnMtertreatment unit shall adhere to the l7tlaulie parameters given in the H ro X: _` n N ""1r ll 40#2 \ I 2 340 E13pITORIUM MACRONULANM GATEINAYJOE PYEWEFD 1GAL r� R dmdbelowand pmdtlethe removd e7wtendes and daage gpad0es as fdlows ITEM QTY SIZE (in) DESCRIPTION NOTES: 10010 BO#6 \ 3 25 LOBELACARDNALUS CARDINAL FLOWER 1GAL 4A dM IV1fe111atI0Aal w # 4 230 CAREKWLPINOIDFA FOXSEDGE 4'POT �I"I 0 1. The thadm l system shall use an induced vodexto separate pollutants 1 1 144 PRECAST MANHOLE(BYHYDRO 1. CHMABFRSSHALL MEET THE REQUIREMENTS OFASTM F2416,'STANDARD SPECIFICA710N FOR POLYPROPYLENE (PET CORRUGATED WALL STORMfWATERCOLLECnONCHAMBERS°CH4AIBER CUSSIFICAiIONBJa101 - M! 100996 \ t I • Q61 Ivaomtam /"IN, 5 4 1r \ 5 200 SCHVACHYRIUM SCOPARIUM L11itE8LUE5TEM 4YOT �Wtl k fiomslo fwhrmnoft VIAPRECASTER 2. MG7200CHAMBERS SHALL eE DESIGNED INACCORDANCE WITHA51MF2707'SiAN0AA0 PRACTICE FOR STRUCNRALDESIGN aTI1ERMOPLASTICCORRUGATEOWNLSTORMWATERCIXIECTONCHAMBERS. / p �- / / \ l I a a- 1 mKinuownaul 1 / 101 B 1W ANDROPoGa4VIGINICUS BROOMSEDGEBLUESTEM 1'PoT < 6 2. PeakHytlmulicCapadry:38.Ods(1076Is1 3, THE SITE DESIGN ENGINEER IS RESPONSIBLE FORASSESSINGTHE BEARING RESISTANCEIAUOWABLEBEARNG GAPACITY)OFTHE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONEMTHCONSIDERAPON 60m2 / # l 2 3 24 FRAME AND COVER (CITY 3) aa,: WItXu / l �� 7 510 IRISVERSICOLOR BLUEFLAG BLUE IRIS YttUG 'E 3. Sediment Storage Capapty:14.70ce.yd. (11.24 a. m) FOR THEME OF E%PECTEDSOILMOISNRECONOmONS. / / ,J C 8 200 SCHOENDPIECTUSACUTUS HARDSTEM BULLRUSH 7PLUG Rfl 4. Continuous Oil Storage Capacity 1770 ga1.(6700 IBers) 3 1 30 INLETPIPE WA -11#13 / 45 FT TLANLI 9 120 PELTANDAVIRGINICA ARROWARUM ?PLUG 2 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATON WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION Wki / / \ \ - _ a e" S. Sediment shall bestored lna by DelisgsilldhamOle main flawpath and 4 1 30 OUTLET PIPE ' ` S. REQUIREMENTS FOR HANOLINGAND INSTALLATION: / I BUFFER I /vim 10 325 SPARGANNM EURYCARPUM aANTBULLRU6H YPLIIG ry1, ,4 ,.= protected h°m remhainmenl6yabenchirg sMM1 5 1 PIPE COUPLING mX.um ' iOMMNTAIN iHEMDTHOFCHAMBEASOUAING SHIPPING AND HPNWNG,aPMBEASSHALLH4VEINTEfaRM,INIEALOCMNG STACwNGLUCS, R EAST UPL MD WARM / _ 11 180 SCIRPUSVAUDUS SOFTSTEMBULRUSH ?PLUG III "AAV// 6. For more proud ireformakon including regulatory acceptances, please You DO G412 T„ / 6 1 (PRE-INSTALLED) (LED) COMPONENTS Z / 12 15 LEXGLABRACOMPACTA COMPACT INLBERRY 2GAL btlos:IMh intwrMenlproductgdovmsheam-0efen Xat>W +ar A TO ENSUREA SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THECRAMBER.NTINTSHALLNOTBELOTHANT. \�\ / SEASO �RASS PLED \ -� 13 13 CLElHRAALMFOLA SUMMERSWEET CLETHRA 2GAL (PRE-INSTALLED) B 10F1 A ` ' 14 150 CAAEX PENSYVANICA PENNSYLVANASEOGE 4'POi 011 ,r(I TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) TIE ARCH SmRlESS CONSTANTAS DEFINED IN SECTION 618OFASTM F2418 SHALL BE GREATER THAN OR EQUAL TO WDUISIFfPA. \\ \ \ I \ i� /"`N\ /'�-- ANDbITORESSTCHPMBERDEFORMATIONDURINGINSTALLATIONATEIEVATEOTEMPERATURESABOVE73"FI23'Cf, CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD ORY171DWCOLORS. \ \ I `a T \ \ / % � PLANT UPLANDWERANDBUFFER WITHNORTHEAST UPLAND Ni WARM SEASON GRASS MIX r MC -7200 CROSS SECTION DETAIL POCKET WETLAND PLANTING DOWNSTREAM DEFENDER DD -1 DETAIL SW -7 SW -12 SW -10 ( ) �' NOT TO SCALE NOT TO SCALE NOT TO SCALE W A OUTLET 6'.24°(eaomo OUTLEfSNBOD. 24'8M@G0mm) , \ 3 1 2 4 W Page 14 Downstream DefenderoOperation and Maintenance Manual 6 2 ?TrEJEQUIREDBY E -i 3 PIPECOUPLINGI RIM:VARIES EDUCER �9e 6 Downstream Defender° Operation and Maintenance Manual Page 7 Downstream Defender® Operation and Maintenance Manual level between dorm events. The water in the sump prevents TOP OF STRUCTURE: 47525' Page I Downstream Defender" Operation and Maintenance Manual Operation gored sediment from solidifying in the base of the wail. (The CONTRACTOR Recommended Equipment clean-out procedure becomes more d ficuR and labor intensive R O The Downstream Delendel'albwsfor easy and safe inspedron, Inspection Procedures 8afetyEquipment(aficcones,gc) 7:ReUedthevadorhosefromlhevesse. IntroductionThe LEDGER: Pe the system allows finesedimentfodry-out add censolidate.Dded AL _ A I The Downdream Ddender' operates on simple fluid hydraulics. I managing and cean-out pr�cedues. A commBroally or InspedbnisadmplepocessthatdcesnotimoNeentryintothe re o Crow bar orother tool loremove grate orlid 8. On8ceMainenaxeLog prevdadbyHydrolntemabal, It is seBacRvaBng, has no moving pads, no external poweInMnlmustbemanuallyemovedbymaiMenanceacAs. Ths N\ municipally owned sump-vacisused toremove apturedsediment DownstreamDelender'.Mainteancecrewsshoulbefamiliar nodddMedate, unibcalon,estmatedvolume offloatables is a laborintensieoperatoninahazardousenvironment.) OUTLET: 471.25' -- I--- andRoatables.Aodipadsareh atedinthetopofthemanholo. with the Downstream Delender' and is components prior to ' Pole with Skimmer or net (Bonlyfloatablesare being removed) requirement and lo manuamanul pdued fora Bombe noecerosNe � and gross components. No manual procedures are required to operate i L O On the ft-((t.Bm), all (2.4m),1Da(3.Om)and 12fl(3.7m)once, inypecRQn, 1 measured. Also note any apparent irregularities such as Blockage Protection INLET: 469.25' --L---- q Me flea ables access pod is above the outld pipe betweenthe Sediment probe (such as a Sludge Judge®) the umR and maintenance is limned lo n onRodng aavmutapons P P Scheduling damaged components a blockages. The Downham Defender' has large dear openings and no r concrete manhole wall and the di late. The sediment removal of stored pollu(ards and periodic derneds, The Downs7am THICKN SSESALANOTTO "1 access for all Downstream Defender' models are lasted ' Vendor track 64ho Isom a diameter flexible hose Defended` has been desgned to allow for easy and safe access internal restrictions or weirs, minimizing he risk of blockage and SKIRT: 467.52' ESSESARENOiiO six importantDoFg.4 F.5 Fi.6 ( 6 2 5 r/1 5 9 9. Securely replace the grate or lid. hydraulic losses. In addition b increasing the system hadloss, XTERrActNYORo V directlyoverthehollowcentwshaft six months recommended) for inspecRadmalflodngandclanadprocedures. ErNyinta mtERrunonALFORA orifices andintemalweirsanincreasetheriskofblockagewtin .Wr BOTTOM OFINTERNALS:465.81' 1 sespedflcrate otpollrtantaaQmulaBon nspedionPccedues 7.Secerdyreplace 0Bgrate orlid , the unci orremoval otthe infernalcomponentssnotnecessary as`, g ELEVAMasIORTOE Maintenance events may include Inspection, Oil 8 Flatables ° Downstream Defender° Maintenance Lag 0 far maintenance, thus safety concerns related to omfined-space- the °ori' ° ELEVATION DOWNSTREAM 1. Set up any necessary afetyequipment around the a7cess Removal, and Sediment Removal. Maintenance events do not EFENaRM4NN0 E. Typially,inspection may beandudeddutlmgany season pod orgmteofthe Downs7eamDefender'ass0puatedhy B. Take down safetyequipmen enhyareavoidetl. ,,,® SUMP: 463.59 11h require entry into Me Downstream Delender',nor dothey require of the year loalordinances. Set* equipment shoulnotfypassing FloafaWesand Sediment Clean Out Procedures RL°8l',? MMM PROJECTION Maintenance the internal oxnp nserds of the Downstream Defender• to be 4, pedestrian and road traffic Met work is being done. 9.NbNyHydra Internatonalofany Regular6es 1. Set up any necessaryafetyequipmentaroundMeacces PollutantCaptuteandRelenhon � YK p removed, In $a ase of inspection and floatables removal,a , Sediment removal is not required unless sediment depths anted during inspection. pal or grate of the Downstream Defender' as stipulated by The indemal ampoents of the Downstream Defender' have Overview STONE BASE SECTION A -A a IF IN DOUBTASK vadortruckisnot required. However, avadorWdisrequired 'rf Wo exceei75%of maximumdan-out depths stated in Tablet 2. Remove the lids to the manhole (Fg.4).NOTE: The 4fl Safety been designed to protect the The Downstream Defender' rotedts the environmRd b HYDRO FRAME AND PER PROJECT 12WI2a29 1150 3 bol ordinances. Safe p y SPECIFICATIONS the maintenance event is b include oil removal and/or sediment COVER (INLCUDED) OR m mrim W v®X M (1.2m)DowrrstreamDefemder'will only have one lM. FOalabBsand Sediment CaanOUi pedegrianand road Vatflclhatwork isbeingdone. volumes soihalapamlaperfortmanceisnot reduced aspollutants raTouingawide mngeofpollulantshomdormwatermnoR. OR MRJ removal. cRAOERNGQUIRED ERs S, z Recommended Equipment Floalobladanoutistypkallydone inanjwttionwRhsediment accumulate between deanauls (Fg.2). The Downstream pedodicremoval otthese apturedpollutantsisessen6altothe AS REQUIRED NOTE: NOT FOR CONSTRUCTION. e50AaEDR Solely Equipmaland Personal Protective Equipllent 3. WithoutenMdngthe vessel, look down into MEchamber ka removal. Aammerdallyormuncipaltyowned sump -vac isused 2. Remove the lids to the manhoteNOTE: The 4-ft(12m) Defemkr'vessel remains wet between storm went. Oil and CONTACT HYDRO FOR SITE b DeterminingYour Maintenance Schedule centnuoa,long-term functioning of the DownstreamDefellde. DOWNSTREAMDEFENDEEa tratflc cones, work loves, etc. ins ed the inside. Make note of any ulartlbs. SOL to remove a tured sediment and fmahblee F' .6. Downstream Defender'Will on have one lid. 8oatables are stored on the water surface in the outer annulus SPECIFIC DETAIL ( 9 ) P y � P (g l h The Downstream Defender' will capture and rekin sediment and 0 The frequency d deaaut 'M detemhined in the fleb after Fg.7 and 8 for Wool inspection views. separate from the sediment storage volume in the sump of the U oil until the sediment and oil storage volumes are full t0 -opacity, installation. During the first yarof operation, the unit should be 1. Cow bar Floaablaamdlooeedebdsanalsobenettedw8haskmmz 3.WModenedngthevessel,lookdamintothechambero on GENERAL M inspected eve six months to determine Me rate When sediment and dl -IllL nolo longecapr b are reached, the F,, Ped every 4. WMDut entering the vessel, use the pole with the skimmer ng and We. The access pont loafed at the top manhole inspect inside. Make note lrtegdariRes. o such as adsorbent pads. Since me oil4baMblee and sediment EQUIPMENT PERFORMANCE PARTS LIST w Downstream Defender' wll no longer be able to some removed 0 logablesaceumulatbn.Asimdeprobe such asaSludge Judge" X Pole withskimmerornet torenevefiOatatiesand loose debris from the oderannulus provides unobshuctedaccess fairavadorhose and skimmer storagevolumsareisolatedfromMeadvesepaldionregion, rnestormw'derlrea6nen1un8shalladheretothehydaulicparametersgweninthe x an be used to tlelorminethe level ofaceumulatedalidsstared in dthe chamlceL sediment ant oil. Maximum pollutant* rageapaciiesam chart below and provide therearaaleffldenciesandstorageapacesasfdlows: TEMTYIZE(ini (mm) DESCRIPTION m pole b be lowered to the base of the sump. 4. Using the FlodaNa Port for am, remove oil and flogaables the potent al for resuspension and washout d stored pollutants prov Bed in Table 1. Me sump. This information an be recorded in the maintenance ' Sediment probe (such as a Sludge Judged gored on the surface of the water with the vector hose or the between dean-ouM is minimized. 1.The treatment System shall use an induced vortezto separate pollutants 1 1 96 2400 PRECAST MANHOLE (BY HYDRO ?) from dormwger rural VIA PRECASTER) mamma* 3 log(sapage 9)toegablaharoutiamaintenance schedulG 5. Using a sediment probe suchasaSludgeJudimasure Scheduling skimmernet(Fig.9,top). 2.PeakH iCape*:15.Ods425Vs M01m'w"�' ' Trash ba for removed Roatables the depth of has allotted in the sump dthe Hydro IntemaOond recommends Nat maintenance aev2s 3.SedimentStaae Ca465 co 1356cu.m 2 2 24 6W FRAMEANDCOVER a www g Floatablesadsumpclanodamtypiallycenductedonce watch the Downstream Datender' maintenance training aide 9 PAY � ( ) 3 1 24 (MAX) (MAX)I ET PIPE(BYOTHERS) PoA The vada procedure, inducting hath setlment and oil flakbles vessel (Fig.S). 5. Usi a sediment robe such as a Sld a Jud es, measure the a 4.Comimols Oil be gored in azon: 540 gas obated4ers) IX XVXR ayardudnganyseason. n9 P 9 9 Wel Sump at www.hydro-intcomluslpraductsldownsNeam-defender. S.Sedimentshallbedoretlinamnetat isLsotatedfromthemain flovlpath aM 4 1 24 (MAX 0(MAX)O TLET PIPE (BY OTHERS) removal, for a6-A(1.8m)DownstramDelemitypiallytakes , Downstream DefendealMaintenance Log depth of sediment that has ooklecrodinMesump ofMevoted The sump of theDownstramDelader'retainsaStandingwater DAIWAfrom reirminmedbyabenching skirt 5 1 PIPE COUPLING (BY OTHERS) asXXm: ( page ) 9 Log 1 Maintenance providers also in Hydro 6.Formore product inMmetlon including regulatory acceptances, passed Aid DD GAOL Iessthan30minulesandremovaacemhlnedwaterloilvolumed 6.On8ceMainlaance sen e9,reLordthedate,unil Rsedimentde hs are greater maximum dean- and r'.9. 9� ry 6 1 INTERNAL COMPONENTS Intematool l's Maintenance Contrador CertiRaBon Program (sen hthulihoro-aacoMenlprolucWdownsheam4 etnder about 500galbns(190111Rers). �rafion,atimdetlvolume dfloatablasand gross debrs oddepths skf�inTable l,sediment removal isrequired. (PRE-IMALIED) ,IXtW�i removed, and the depth at sediment measured. Alm note 6.Once all floatables have been removed, drop OM vaclorhose to page 12). a Table t,Downstream Defemler' Pollutant Storage Capadtiesand Max CleamodDepths. any apparent irregulariiessuch asdamaged ampmentsor ° Flodablesand sump danout should occurassoon as the base of the sump via the Central Am Pod. Vector old z 0 4 blockages. possible Idicohngaspllinthe cenbibudidraiagearea. theedimentand gross dehdsoff Nesump floor (Fig.6and 9). s c Share T Ni LL F49FWWW aM:wdnnwdarerwnovedi vocla'Mse DOWNSTREAM DEFENDER (DD -2 AND DD -3) DETAIL � CU ~ 04 UndilDiareter Total OT StorageSW-11 a NOT TO SCALE Depth • ' 'eI' Maintenance at a Glance Max oil � � " a r Oil Storage Depth u "a a 0 r1 A 4 12 70 265 <16 <41 0.70 0.53 <18 W5 384 1,454 6 1.8 216 818 <23 <58 2.10 1.61 <24 <61 1,239 4,690 'a - Regularly during that year of installation I Periodic Z f -. Inspedbn-Every6monthsafterthefirstyearofinstallation removal s captured 8 2.4 540 2,044 <33 <84 4.65 3.56 <30 <76 2,884 10,917 a pollutants 10 3.0 11050 31975 42 <107 8.70 6.65 46 <91 5,548 20,991 y dw . 000 1 isolated Once peryar, with sediment removal SeQh ert Sediment X 12 3.7 1,770 61700 W9 <125 14.70 1124 <42 <107 9,460 35,810 Oil and Floatables Following a sp 11 in the drainage area Storage .1 I 11 Removal APPROVED NOTES r , ,i Fig.3 wahh Me Downstream Defamde lasruco'owalmaintenance video Resolution Number 16 -0? ,. z, - Once per year or as marledIllIIIIll 1. Refer to DDwmsheam Ddender' [oadurad Detail (Il for measurement of depths. a; Sediment Removal Eli Polistoage volumes ofine Downstream Defender'. atwww.hydro•id.comfudproducWdownstreamAefender. 3 i yI ;fR,-FollowingaspillinMedrainagearea Date 702-b 2 Oil aceumulatlon is Widely less Man sediment, however, removal of oil and sediment during the same service is reammerded. o 3. Remove flatablesfirst,tirenremove Sediment storage volume. Fig. 7Viewover cenrtvshelf info sedmentstoagezone , Fig 8Viewofouter annulus ofRnxiand oncorte Dozens. NOTE: For mogdeanoulsIisndnemgtoremove the enBmvolume ofliquid inthe vessel, Hydro lntemational(Stomrwater), 94 Hutchins Drive, Portland ME04102 � 4.Sedinnentremoval snot required unlesssedimatdepths exceed 75%ofmandmumclean-out depths stated in Table 1. Only rimouingthe first few inches ofdeffoalablesand the sediment Sludge volume isrequired, ��I Teb(2W)7568200Fax:(207)75fiE212Web:wAw.hydroantcem X �, Hydro lntematronal(SLomMreler),94HutchinsDive,PortlandME04102 0 ' Tel:(207f756620gFax:(2g7)756fi212Web:www.hydroinlcom � 0 3 0 F NOTE: THESE PAGES HAVE BEEN TAKE FROM THE DOWNSTREAM DEFENDER MAINTENANCE AND OPERATIONS MANUAL. THEY ILLUSTRATE THE INPSECTION AND MAINTENANCE PROCEDURE FOR THE SYSTEM SW -8 DOWNSTREAM DEFENDER � G504 NOT TO SCALE NOTE: UNAUTH RAZED JILTERATIONS ORADDRIONSALTERATIONTHIS DRAWING AVIOLATION OF SECTION7209IS) OFTHE NEWY RK STATE EDUCATION LAW PAVEMENTOR GROUNDSURFACE SIDES OF TRENCH MAY BE SLOPED TO SUR SOIL CONDIGN t PIPER SHALL BE BACKFILIEDWiTH SELECT FILL SELECTWIILGRADE MATERIAL FROM 6' TO 24° ABOVE THE TOP OF SELECT WELLTAMPED BACKFILL w o TAMPED THE PIPE SELECT FILL SHALL CONSIST OF IL j / (120 UFTS MAK) \ o WITH NO STONES GREATER THAN TIN III\ JII / tzuFrskil \ DIAMETER. BACKFILL MATERIAL MAY N Y COCONTA fo II\ J STONES UP TO 6" IN THEIR GREATEST p - DIMENSION FROM 24' ABOVE THE TOP OFTHE °W PIPE TO THE BOTTOM OF TUE SUBGRADE.ALL - y� az BACKFILLMATERIAL SHALL BE FREE OF 0 MAX Q RGANICAND FROZEN MATERIAL, PLACED IN I2° :�8"MIN. "Z t6"MIN. " 1211 MAX z 12" UFTS(PRIORTO COMPACTION) AND 8"MIN "� S° IN COMPACTED WITH A MECHANICAL TAMPER SOIL ROCK PIPE WATER MAIN �i CL -52 DIP p , V NO ROCK TO PROTECT 5}� WTDIINTHESEUNES UUT lou) fl _. II GRAVEL OR CRUSHED STONE SUITABLE SOIL FOUNDATION MATERIAL ROCK NOTES: 1. Imoral to be considered as unsuitable (i e. Mud) material Is to be replaced 24" below the pipe inved and replaced with item no. 4bedding. 2. A continuous and uniform causing shall be provided in the trench for all buried pipe. Badmll material shall be tamped in Myers around the pipe and to a suMdent height show the pipe to adequately support and protect The mine. Stones Pound In the bench shall be removed fora depth of at kastsi inches below the bottom of Me pge, 3. Sao Pavement Replacement Debit for hall sped6adiors in ii and main TOWN roads. W_1 WATER MAIN BEDDING DETAIL NOT TO SCALE 41TOP FINISHED GRADE SOILAND SEED ZIP TOWATERMAIN (SEE PLAN FOR SME) e CLASS ACONCRETE PAD IN LAWN AREA FOR PAVEMENT APPLICATIONS SET FLUSH NTH FINISHED GRADE. ADJUSTABLE CURB BOX MUELLER H-10350 BUFFALO TYPE OR APPROVED EQUAL AS PER TOWN SPECIFICATIONS CURB STOP AND DRAIN MUELLER H-15210 OR APPROVED EQUAL A$ PER TOWN SPECIFICATIONS 114 CUBIC YARD OF CRUSHED STONE UNDER DRAIN OPENING TYPE "K" COPPER PIPE (SEE PLAN FOR SIZE) CORPORATION STOP MUELLER ORAPPROVEDEQUAL AS PER TOWN SPECIFICATIONS W_2 WATER SERVICE CONNECTION DETAIL NOT TO SCALE MUELLER'SUPERCENTURION' HYDRANT, CAT NO. A423,5 19" DIA. MAIN VALVE OPENING, 5'-0 BURY V CIA . MECHANICAL JOINT INLET CONNECTION, 1112" PENTAGON OPERATING NUT, OPEN LEFT (COUNTER CLOCKWISE), 2-21R" HOSE NOZZLES AND 14 17 PUMPER NOZZLE ALL WITH NATIOML STANDARD THREADS. GRADE VALVE BOX MARKED "WATER" RIGHT WAND TURN RED NUTS 314" CLFAN STONE CUBICYARDMIN.) IN EXISTING C. COVER WITH 8 MIL WATER MAN LUYTrY 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 MINIMUMSEPARATIONS SHALL BE SUBJECTTOA REVIEW AND APPROVAL BY THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH PRIOR TO CONSTRUCTION, W_4 SEPARATION OF WATER MAINS, SANITARY SEWERS OR STORM SEWERS W=5 IRON CL -52 7T, 3, L-6' WCTILE IRON CL -52 WATER SERVICE 3000 P.S.I CONC. SEETHRUST -1 SEETHRUST BLOCK DETAIL PLAN BLOCK DETAIL TEE AND GATE VALVE CONNECTION DETAIL - C=LENGTH OF PIPE - 02 ( CR �- SEWERMMN ENCASEMENT SHALL EXTEND MIN. 6" BEYOND PIPE JOINTS AND EDGE OF PIPE IN ALL DIRECTIONS 18°MIN. WATERMAIN I I L. VERTICAL SEPARATION ENCASE WATER MAIN IN KCRETE WHEN SEPARATION IS LESS THAN 18"VERTICAL OR WHEN PLACED BENEATH SEWER. POLYETHYLENE SHEET. 45' MIN, ENCASE WATER MAIN IN KGRETEWHEN SEPARATION 18" 1' IS LESS THAN ie HORIZONTAL ENCASEMENT SHALL EXTEND MIN. 6" BEYOND UNDISTURBED EDGE OF PIPE IN ALL DIRECTIONS. EARTH LESS THAN REQUIRED UNDISTURBED EARTH «, WATERMAIN 10 MIN. _ 4 SEWER MAIN SELECT STONE SLAB OR 12"x 12" z 6' (MIN) S"TYP. CONCRETE B4SE ON ALL SIDES FIRM GROUND. 6" DUCTILE IRON PIPE -CLASS 54 THRUST BLOCK 2500 P.S.I. HORIZONTAL SEPARATION MEGA LUG KITS CON'CRETE(MIN.) NOTES: THRUST BLOCK PROVIDE OPENING 1. In the event that there is a deviation from any of the separation requirements, said changes or use of encasement FOR DRAIN HOLE DISCHARGE 2500 must be approved by the Wesfdtester County Department of Hel P.S.I. CONCRETE (MIN.). 2. Enasementofthe water main shall apply only atlocations where fheminimum required sepamtiondistances an NOTES: not be maintained or whenever a water main crosses beneath a sewer main. �. Retainer glands, concrete thrust home and be rods she be used ataluoationswhere reshaimsarerequired. 3. Enasementofthe water main shall belimited tothose locations indicated onthe plans. h h . Man the drains are plugged The barrels must m d after 2. If groundwater wiNin7bMM rade tlrenl drain holes al be P P99 WPbery 9 9 , hV u99be t hall be completed with ktxefe havinga minimum compressive strength of 50 i. 4. Encasement s P 9 Ps n I or well shall rouMed unkatlre natural soils rovMe adequate P use during freezi wedhw.Wfiere hydrant of plugged, a rave let r9 n9 hYd P 99.9 W 7 P P 9 drainage. Horant drams shall not be conhaded to orloal within 10 Tat ofan Mry sewers orsto m mains. 5. One NII length of sewer pipe shall be laid so both joints will be as far from the water main as possible. 3. It hydrant a within 10 set of sewers, hydrant drain holes shop be plugged. 6.. Where the Sewer has already been Installed, the water main shall be placed so that the joints on the water main 4. Hydamtshall he painted with tare mate ofEkctro- Fanothane, pwkcfinish, No. 44 red paint. 5. All gate vah%shall beMuelkrAWAAstandam. are equidistant from the sewer. No water pipe shall pass through or come inantadwith any sewer manhole. W_3 FIRE HYDRANT DETAIL W_6 WATER MAIN ENCASEMENT DETAIL NOT TO SCALE NOT TO SCALE PAVEMENT FINISHED GRADE. r MIN. 4"TOP SOILAND SEED. SEEDRIVFNAYDETAILFOR 7 NCHIN TRENCH IN 1 TOP SOIL SHALL BE MOUNDED NEW INSTALLATIONS. pAVEDAREA GRASSAREA TOPERMITSETTLEMENTOF SEE PAVEMENT REPIACEME IT SOILS TO DESIRED FINISHED DETAIL FOR INSTALLATIONS GRADE. 117=1TIn rt mAu IGnCCn METALLIC TAPE LABELED"CAUTION 0Irj•.J III�Ir SEWER LINE BELOW'SEr12" I 412N F=" BELOW FINISHED GWsDEOVER it II CENTERUNE OF SEWER PIPE. MIN 47 PVC SDR 35 SEWER PIPE ENCASED IN MIN. 12" KGRETE (50 PSI) MIN 12"KCRETE.70 CAST IRON PIPE SLEEVE FOR :ALLSIDES: SEWER PIPE LAID BENEATH DRNEWAY -ur7ur-ur-un ini OR ROAD WITHOUT MINIMAL 4' COVER. APPROVED SUB GRADE SLEEVETOEXTENDAMIN. LOFT `'-iJ.TnTn' BEYOND EDGE OF PAVEMENT. NOTES: 1. Pipe shall be had and connected in the bedding which shall consist of. A. Compacted existing subsoil when lad above grouts water or, B. 39' cashed stone when bid below ground water. 2. Ksubsod a comermioedto be unsuitable by the engineer, all umuAatide material shall be removed for at beat 2S" below Me pipe invedortwice the pipe diameter, whichever is greater, and replaced with compacted bedding material. S-3 SANITARY SEWER BEDDING DETAIL NOT TO SCALE PROTECT: UnderhiV Farm Site Design Consultants SANITARY SEWER DESIGN SHEET JOB NO. 20-20 CIVILENGMSaLANDPIAN M LOC: 650 Underhill Avenue Yorktown DATE: 101412021 REV 81191024 S*eFamiliResdcee Office Space RestRid RichiSpace SWMRPod SHEET'IOF1 Basis for Sei Desi Flow: 110 vidjerbecroorin 15 god Derem loee 35 gidpersenal 0.1 god Der sf 10 ad ner swimmer Pipe Design Maill Formula for n = 0.10 LOCATIONTFROMTO MANHOLENO. 0 x a d a B W y 0 w a c° m a w NUMBEROFBEDROOMS TOTALSER(GPDGEFLOW w 00^ �t m A W G w f~ a U 0 a U lio w U VELOCITY K L INCREMENT TOTAL AVERAGE PEAK FLOW FACTOR PEAK FULL AVFIWGE PEAK Bulldm II 16 SMH #I 11 8 30 18 12 4.0 14 11540 4 6,160 2 8 0.64 1.83 0.007 0.027 Buildil 9 and 10 SMH #1 Will 283 1 1 18 12 1 35 49 51390 4 211560 2.6 8 0.73 2.08 0.024 0.0% Buidi 7 and 8 SMH 92 Stuff) 03 112 18 18 12 2.7 1 27 76 8,360 4 331440 4.03 8 0.91 2.60 0.037 0.148 Building S and 6 SMH 03 SMH #4 228 18 12 2.5 8 1 34 110 12,100 1 4 48,400 2.88 8 0.77 2.19 0.054 0.215 90 24 16 12 2.5 45 14 14 12 1.5 6 22.5 12 12 12 12 Building l and SMH #6 SMH#5 92 (3) 1 20 2200 4 8 800 1.63 8 0.58 1.65 0.23 0.039 Bu" 3 and 4 SMH #S SMH 193 U 711011 34 S4 5940 4 23160 1.74 8 0.60 191 0.29 0.105 THE LOWEST SET OF BRACING UNLESS OTHERWISE cic �, ° \ X14 000y a cxxx�¢ Townhomes and Condo Pool SMH #4 SMH 97 217 23 °Y 1 0 164 18,266 4 73,064 5.71 8 1.08 3.09 0.081 0.324 Condominium Building SME #7 SME #8 164 o N w ccc 62 226 24,860 4 99,440 2.04 8 0.64 LSS 0.110 0.441 Apartment, Pool, and Retail SMH #8 NOS 13 &,100 126 352 39,656 4 158,624 1.78 S 0.60 1.72 0.176 0.703 East og House SMH #9 0'�N 50 ° MANHOLEWALL 100 0 352 42,970 4 111,880 4.29 8 0.93 2.68 0.190 0.762 EaOanceRoad SMH 410 g410 MIN 6'THICK CONCRETE 4 4153 ASMANUFRCTURED BY CAMPBELL vaaacenU 0 352 38,120 4 154,880 1.89 8 0.62 118 0172Tie-in a00000 SMH #II -35 D caw 0 352 38.720 1 4 154,880 4.30 8 0.94 2.68 0.172 0.687 NOT TO SCALE OX TO GRADE IRON RSERVICE IRON CL -52 C.I. WATERMAIN BRANCH OFTEE PLAN BLOCKS TO BE POURED AGAINST UNDISTURBED EARTH. L' �M SECTION A -A NOTES: 11. Min. 2,500 psi conaele to be used. 2. Bled dimensions are minimum and are based upon soil bearing pressure of 2,0000and water pressure of 150 psi, Whereson healing is less awaker pressure s greater, a spedal design will be required. 3. All bob shall be covered An butlap before pouring concrete. 1_7 THRUST BLOCKING FOR TEES NOT TO SCALE T"BRANCH Vf A' / Y PLAN TYPICAL FOR 11-114 -22-112°;-4Y BENDS BLOCKSTOBE SECTION A -A POURED AGAINST UNDISTURBED EARTH. i a n¢ o BLOCK DIMENSIONS BLOCKDIMENSIONS A B C IN. IN. IN. BRANCH go 80 CONCRETE SIZE IN. 39.5 N 45 VOLUME 28 K L M IX' 30 IN. IN. IN. 0 6 18 16 12 2.4 8 30 18 12 4.0 10 42 20 12 1 6.3 12 50 24 16 11.3 16 63 36 24 30,0 NOTES: 11. Min. 2,500 psi conaele to be used. 2. Bled dimensions are minimum and are based upon soil bearing pressure of 2,0000and water pressure of 150 psi, Whereson healing is less awaker pressure s greater, a spedal design will be required. 3. All bob shall be covered An butlap before pouring concrete. 1_7 THRUST BLOCKING FOR TEES NOT TO SCALE T"BRANCH Vf A' / Y PLAN TYPICAL FOR 11-114 -22-112°;-4Y BENDS BLOCKSTOBE SECTION A -A POURED AGAINST UNDISTURBED EARTH. i a n¢ o 0 m Is BLOCKDIMENSIONS A B C IN. IN. IN. CR CONCRETE VOLUME FV go 80 32 32 39.5 N 45 48 28 30 19.7 16 22.5 30 22 26 1 10.0 0 11.25 20 18 12 3.8 J 90 56 26 20 15.0 F 45 38 22 10 77 12 TZ5 20 20 12 3.6 ai oo 11 11.25 18 18 12 3.0 W .y 90 48 22 16 8.9 z m 45 28 20 12 4.0 10 22.5 18 18 12 2.7 11.25 16 16 12 2.2 Q�UC� 90 34 20 12 4.4 45 20 18 12 2.5 8 22.5 14 14 12 1.6 C 1 11.25 W W OFTHE PIPE TO THE BOTTOM OF THE SUBGRADE. ALLBACKFILL MATERIAL (3) 90 24 16 12 2.5 45 14 14 12 1.5 6 22.5 12 12 12 12 25 is i (PRIOR TO COMPACTION) AND COMPACTED WITH A MECHANICAL TAMPER (3) JA NOTES: 1. Man. 2,500 psi comneteto be used. 2. Block dimensions are minimum and are based upon soN hearing pressure of 2,000 Wfand water pressure of 150 psiWhere soil bearing H less or water pressure s greater, a special design wia be required. 3. All bolts shall be covered Anburlapbefore pouring mncente4. Bend k be setagatestdshouted eats,backfill to be lil tamped or block to be fumishedasdirecfedbytheengineer. PLAN y 90° BD W_8 THRUST BLOCKING FOR HORIZONTAL BENDS NOT TO SCALE KORBAND I I AB C Ll FLEXIBL CONNECTOR KOR-NSEAL ASSEMBLY SCHEMATIC CONTRAC TO HALF HELD. IM TOASMO REINFORCED POLYPROPYLENE PIPE CLAMPS STEPS (SEE DETAIL) EXISTING MANHOLE PIPE CLAMP FLEXIBLE CONNECTOR INLET AND DOW SHALL HAVE KOR-NSEAL BOOT BASE AND RISER SECTION MONOLITHICPOUR CONTRACTOR SHALL BUILD INVERT TO HALF DIAMETER OF PIPE IN FlELD, INVERT SHALL BE TROWELED TOA SMOOTHFINISH. S5 OUn.ETANGLE AS REQUIRED INLETANDOUTLET SPA" HAVEAKOR-MEALS INCLUDED UNDER MA NEM. OUTLETANGLE ASREOUIRED OUTLET EXISTING TROUT z TYPICAL PLAN VIEW PLAN VIEW EXIST. SMH TIE-IN PIPE - EXTERIOR OF MANHOLE PITCH 1' BENCH SHALL HAVE PER FT. BNUM4STIC COATING 4 e <4 ° HEIGHT LESS THAN 4 a 24 INCHES. 8" r--:II•-In n- rr •r • MY �I ,�i iii „Illi 4"-ViAl 314" WASHED GRAVEL OR 60" CRUSHED STONE UNDISTURBEDEART TROUGH SECTION CHUTE TROUGH TYPICAL DETAIL OF TIE-IN TO EXISTING SEWER MANHOLE NOT TO SCALE DER LINE OF PIPE FOR CONNECTION TO EXISTING SANITARY MANHOLE 240 FOR4'4A FRAME TO BE THOROUGHLY ° BEDDED IN I:2 CEMENT RIM TO BE 3°ABOVE GRADE d NOTES: MORTAR MIX 1. Corrredionstoexisting preastconcrete manholes wM P.V.C.SDR-35 or higher class pipe shall be made, as follows: IN All NO TRAFFIC AREAS e1 MANHOLE WALL A The exsting manholes shall be core III to receive a kor-o-walflexihility connector. FINISHED PAVEMENT � 4 B. The opening shall be leaned ate the connector set in place �An be korband using a hydraulic lift _ - C. The contractor may subsMute another system for one described provided that a sealofthe same reliability s BUTYL RUBBER FEDERAL maintained with Ne manhole. The pipe chimps and all devices, including sieve, shall be stainless steel. CAMPBELL FOUNDRY FRAME 8 SPECIFICATION s4 COVER No. 1fa OR APPROVED SSS -00210 (GSAFSS) W rvg EQUAL -MIN, 2VOPENING READ d EXISTING SANITARY FLEXIBLE CONNECTION ' u z z 00 NOT TO SCALE d U ADJUST TO GRADE WITH BRICK ( ASTM mN C-32, GRADE MAT 12' MAX. OR PRE d ° NOTES: W CAST CONCRETE RING SECTIONS. 1. Provide ckanousas required wedermil 0W 2. Contractor to Know manulaeture'sinstallation guide. 02 MANHOLE SECTION JOINT DETAIL 3. The contractor shall be responsiiblefor protecting all persons during constudon from harm in o:o C 4'-0"INSIDE aaordance with all applicable codes, mks 8 regulations, standards and good practices. FW am DIAMETER 22MIL COATS OF BITUMINOUS MATERIAL 4. Contractor to notify Town of Yorktown 48 hours in advance Porbench inspection. p wo: 'PNERTOL N0.47 KOPPERS SUPPER 5. All fAtirgstebewhAe H.D. as manuteduretl by GPK Protludslnc.aapprovetl equal. 4 0 ' m WALLSTHICK SERVICE BLACK OR APPROVED EQUAL, 6. For badfillin requirements of see Monosson Delait'. g W N_ U APPLIED IN ACCORDANCE WITH p z In MANUFACTURE'S SPECIFICATIONS . �'(/� PROPOSED 4"O PVC SDR -3508 DIP SANITARY F a 6, / \ MEallrffeFORSAWAAY9m1ERMWlglEa aacrl SEWER SERVICE LATERA CONNECTION F 0 \j 33M 4"OWYE BRANCH SIZFDIOFlTMAIN LINE al I - PROPOSED SANITARYSEWERMMN 0 >a ` j 518" 5 1 MANHOLE STEPS 12' O.C. ro \ 1A^ (SEE NOTE 1) '�04TING JOINT TO CONFORM TO AS.T.M. Ay DESIGNATION C4431ATESTREVISION. ANTS TO BE MORTARED INSIDE AND OUT USING 9314" ROW ROW ALLLIFTPIN HOLES TO BE NOW SHRINKING MORTAR. SLOPE 0.4%MIN PLUGGED AND MORTARTED INSIDEANDOUT ISOMETRIC PRE CAST MANHOLE SECTIONS TO BE IN ACCORDANCE WNH'PRECAST PLAN FILL AND SHAPE INVERT CHANNEL REINFORCED CONCRETE MANHOLE 1 IN FIFJD USING CUSSA (3500 PSI) SECTIONS'AST.M. DESIGNATION C-478, 6'MIN. BED OF M4'WASHED GRAVEL OR LATEST REVISION, MINIMUM COMPRESSIVE STEEL REINFORCING CONCLIl IMVERTCSI EL TO CRUSHED STONE UNDER SEVER SERVICE STRENGTH TO BE 4000 1 1. r HAVE EEL TROWEL FINISH VEST LINE AND ABOVE PIPE FROOUTLET PIPE N ET PIP RF81p MPpBFD 30' OR 45' BEND r CROSS SECTION r JOINT FILLER IM 1/4N -PROPOSED 4'0 WC SDR350R DIP SANITARY SANITARY MANHOLE INLET rrr PERF?(2%) SEWER SERVICE LATERAL CONNECTION (20%- AND OUTLET BOOT HAVE 6 MIN, PITCH) e 0WYE BRANCH SIZED TO FN MAIN LINE 1krWASHED GRAVEL DR CRUSHED STONE APPROVED COMPACTED ALLAROUND CRUSHED STONE FOUNDATION APPROVED SUB GRADE \ COURSE 3 `dRk;[R-IGlkil ill d s„ 1I I r alk71I�II \ REINFORCED POLYPROPYLENE MANHOLE STEP DETAIL UNDISTURBED OR NOTES: COMPACTED EARTH I. Manhole steps shall be cast iron Neenah No .R-1981-0 or Campbell Foundry no. 2588-t or polypropylene coated SECTION steel (see specifications) or approved equal. 2. Unless otherwise wedtied al sewer manholes shall have afters "SEWER" and storm manholes shot have PROPOSED SANITARY SEVER ON beers"DRAIN"cast on cover. The covers shall have vent holes. 3. Manholes shall meet or exceed AS.TI and OSA A. requirements aid be rated for H-20 vehicle design loading . 4. All pipes shall be cut lush wiU inside walls 5. Where depth of manhole exceeds 104 inside diameter shall be 60". SEWER CONNECTION TO _ PRECAST CONCRETE SEWER MANHOLE DETAIL S-2 PROPOSED MAIN -LINE DETAIL S=6 NOT TOSCALE NOTTO SCALE CI ° W C a 00 u F C C N N W O al N W m 0no F u I 0 E N U rc W J a 4 c 0 Nj F C c e 0K0 i ° 00 Cl C a 00 u F C z 7. 000° SURRA E SEED AND MULCH DR WHEN IN 'CAUTION SEWER UNE BELOW' SET AT BOTH I2"AND 24' m 0no o ' q�E G9lV 0 € 4 N 0 p ON c a y I�C u 0 Nj i N 0Q :3 C c U 0K0 94 1 w 1 0 M U �w� 0 ai oo 11 a %r C C00 Vb 0 W .y N 0 U W z m N ^� CAPATGRADE °° ;a�,°° E F m STONES GREATER THAN 2'I11 DIAMETER, BACKFILL MATERIA MAY CONTAIN Q�UC� X� w 4 < �+ w W STONES UP TO V IN THEIR GREATEST DIMENSION FROM 24"ABOVE THE TOP ' ..,i/ N NA' \0\ M I u I 0 i ° GROUND O a Z x 74 N N 'I z ' SURRA E SEED AND MULCH DR WHEN IN 'CAUTION SEWER UNE BELOW' SET AT BOTH I2"AND 24' `0 o 0 PAVEMENT SEE PAVEMENT DETAIL � BELOW FINISHED GRADE OVER CENTERLINE OF SEWER PIPES. _ _ > x 94 a w u7 0 Z 5 PIPES SHALL BE BACKFILLED WITH SELECT FILL MATERIAL FROM VTO 24" 0 0 U CCS CAPATGRADE °° ;a�,°° E F m STONES GREATER THAN 2'I11 DIAMETER, BACKFILL MATERIA MAY CONTAIN a4C X� w 4 < w W STONES UP TO V IN THEIR GREATEST DIMENSION FROM 24"ABOVE THE TOP ' ..,i/ C 1 W W OFTHE PIPE TO THE BOTTOM OF THE SUBGRADE. ALLBACKFILL MATERIAL ° "/ ': e: -PC N �GE ,• c m m SHALL BE FREE OF ORGANIC AND FROZEN MATERIAL, PLACED IN I2"UFTS c c Qy_ is i (PRIOR TO COMPACTION) AND COMPACTED WITH A MECHANICAL TAMPER 4 EaL�aL WWE 'ro C C U 711011 cepa ," e.a a 11 3 c^ THE LOWEST SET OF BRACING UNLESS OTHERWISE cic �, ° \ X14 000y a cxxx�¢ a N a N °Y N N N WALL. if4" O MIN. GALVANIZED 000 N y div o N w ccc ° OR SS DOLT SHALL BE DRILLED NN IN RML BACKFILL RANDALL OR MACHINE PLACED 4 ,.4 Q EvbBo NOS 6'DIA, PVC SDR -35 <' " e h MANHOLE WALLiZ L-- ----- ---°^I 0'�N ° MANHOLEWALL ol 9y y0CFC0 hv�iW 0 N 3 0 MIN 6'THICK CONCRETE 4 4153 ASMANUFRCTURED BY CAMPBELL vaaacenU o 8"PVC SDR PIPE w m 00 SPRING LINE PAD TO EXPEND MIN. 12" FOUNDRY COMPANY OR APPROVED EQUAL Q 0 a00000 -35 D caw Fa NN py a0 tit oe HAUNCHING Nj AROUNDALL FRAMIOES OF 1P ACCESS FRAME PAVEMENT a NN ¢ UD999'�0 a 3o W�I�Ty7 III MAX,o. •• •• •� m 'o rc - W i ° BY CUT ELBOW ' ' 3aaaaa Vj 4' W o " alga 4' INVERT LEVEL WITH 6'x8"0'Y•BRANCH 000014'^4^1"'^ ° OFOURETSEWER IT L111UNDISTURBED EARTH CAPPED END SEE PLAN y FORIMVERT nW NNNNN! 4 MANHOLE INVERT6" "WRTMI SEW MAIN&SEWER SERVICE - 314"CRUSHED STONE N�7z� ..arr,p � : -'- �„-,NNNNaa TRENCH'MOTIi=DsZ MIN. CONCRETE STRUCTURAL SUPPORT IF NEEDED B'DIA PVC SDR -35 FLOW VDIA PJC SDR -35 UNDISTURBED EARTH ahe(is666.:(iM N N N N NN ISM M in AND INITIAL BACKFILLS I 0 i ° GROUND O a Z x 74 N N 'I z ' SURRA E SEED AND MULCH DR WHEN IN 'CAUTION SEWER UNE BELOW' SET AT BOTH I2"AND 24' 0 PAVEMENT SEE PAVEMENT DETAIL � BELOW FINISHED GRADE OVER CENTERLINE OF SEWER PIPES. _ _ 94 a w u7 0 Z 5 PIPES SHALL BE BACKFILLED WITH SELECT FILL MATERIAL FROM VTO 24" 0 0 U W ABOVE THE TOP OF THE PIPE, SELECT ALL SHALL CONSIST OF SOIL WITH NOall CAPATGRADE °° ;a�,°° E m STONES GREATER THAN 2'I11 DIAMETER, BACKFILL MATERIA MAY CONTAIN 4 < w W STONES UP TO V IN THEIR GREATEST DIMENSION FROM 24"ABOVE THE TOP ' ..,i/ W W OFTHE PIPE TO THE BOTTOM OF THE SUBGRADE. ALLBACKFILL MATERIAL ° "/ ': e: -PC N �GE ,• c m m SHALL BE FREE OF ORGANIC AND FROZEN MATERIAL, PLACED IN I2"UFTS c c Qy_ i (PRIOR TO COMPACTION) AND COMPACTED WITH A MECHANICAL TAMPER 4 EaL�aL C C U 711011 e ro SHEETING, IF REQUIRED, SHALL BECUT OFFATTOP OF ," e.a 11 3 c^ THE LOWEST SET OF BRACING UNLESS OTHERWISE cic �, ° \ X14 SPECIFIED BY TOWN ENGINEER (TVP.) a N a N °Y N N N WALL. if4" O MIN. GALVANIZED 000 N y div o N ° OR SS DOLT SHALL BE DRILLED NN IN RML BACKFILL RANDALL OR MACHINE PLACED 4 ,.4 Q Q. AND GROUTED INTO THE NOS 6'DIA, PVC SDR -35 <' " e h MANHOLE WALLiZ L-- ----- ---°^I 0'�N ° MANHOLEWALL 9y hv�iW 0 N 3 0 MIN 6'THICK CONCRETE 4 4153 ASMANUFRCTURED BY CAMPBELL o 8"PVC SDR PIPE w m 00 SPRING LINE PAD TO EXPEND MIN. 12" FOUNDRY COMPANY OR APPROVED EQUAL Q 0 -35 D caw Fa NN a0 ° GALVANIZED OR STAINLESS °11 ^a4) HAUNCHING Nj AROUNDALL FRAMIOES OF 1P ACCESS FRAME PAVEMENT a NN I 0 i ° GROUND O a Z x 74 N N 'I z I 0 i _1 SANITARY SEWER DESIGN S_8 INTERIOR DROP MANHOLE DETAIL S_4 SEWER MAIN I SEWER SERVICE TRENCHDETAILS►_7 GRAVITY SEWER LATERAL CLEAN-OUT DETAIL AUT RI RADDITI NST THI D WIN I A LA 720911 FTH NEWY TA EO C-506 ° GROUND FINISHED GRADE TOPSOIL (4' MIN.), SEWER SERVICE LINES SHALL HAVE METALUC TAPE LABELED z ' SURRA E SEED AND MULCH DR WHEN IN 'CAUTION SEWER UNE BELOW' SET AT BOTH I2"AND 24' PAVEMENT SEE PAVEMENT DETAIL � BELOW FINISHED GRADE OVER CENTERLINE OF SEWER PIPES. _ _ 94 a w u7 0 Z 5 PIPES SHALL BE BACKFILLED WITH SELECT FILL MATERIAL FROM VTO 24" FINISHEDGRADE Ill PVC THREADED ° ° , a - 0 U W ABOVE THE TOP OF THE PIPE, SELECT ALL SHALL CONSIST OF SOIL WITH NOall CAPATGRADE °° ;a�,°° m STONES GREATER THAN 2'I11 DIAMETER, BACKFILL MATERIA MAY CONTAIN 4 < w W STONES UP TO V IN THEIR GREATEST DIMENSION FROM 24"ABOVE THE TOP ' ..,i/ W W OFTHE PIPE TO THE BOTTOM OF THE SUBGRADE. ALLBACKFILL MATERIAL ° "/ ': e: -PC e m m SHALL BE FREE OF ORGANIC AND FROZEN MATERIAL, PLACED IN I2"UFTS LT i (PRIOR TO COMPACTION) AND COMPACTED WITH A MECHANICAL TAMPER 4 OPEN END OVERFLOW e ro SHEETING, IF REQUIRED, SHALL BECUT OFFATTOP OF ," e.a MASONRY DAM c^ THE LOWEST SET OF BRACING UNLESS OTHERWISE cic �, ° \ X14 SPECIFIED BY TOWN ENGINEER (TVP.) CLAMP SHALL BE BOLTED INTO °Y WALL. if4" O MIN. GALVANIZED I. A ° OR SS DOLT SHALL BE DRILLED IN RML BACKFILL RANDALL OR MACHINE PLACED 4 ,.4 Q. AND GROUTED INTO THE LITTLE OR NO TAM PING REQUIRED ON TOP OF PIPE 6'DIA, PVC SDR -35 <' " e h MANHOLE WALLiZ L-- ----- ---°^I ° MANHOLEWALL 9y SS FRAME & COVER PATTERN 0 ii 3 0 MIN 6'THICK CONCRETE 4 4153 ASMANUFRCTURED BY CAMPBELL o 8"PVC SDR PIPE w m 00 SPRING LINE PAD TO EXPEND MIN. 12" FOUNDRY COMPANY OR APPROVED EQUAL Q 0 -35 D caw Fa C ° GALVANIZED OR STAINLESS °11 w HAUNCHING Nj AROUNDALL FRAMIOES OF 1P ACCESS FRAME PAVEMENT a a STEEL iN"O MIN UGNMPO a 3o W�I�Ty7 III MAX,o. •• •• •� m 'o rc - W i ° BY CUT ELBOW ED v 00 Vj 4' W o " 4' INVERT LEVEL WITH 6'x8"0'Y•BRANCH 6' DIA. PJC THREADED CAP ° OFOURETSEWER IT L111UNDISTURBED EARTH CAPPED END SEE PLAN y FORIMVERT nW 4 MANHOLE INVERT6" SEW MAIN&SEWER SERVICE - 314"CRUSHED STONE ° I : -'- TRENCH'MOTIi=DsZ MIN. CONCRETE STRUCTURAL SUPPORT IF NEEDED B'DIA PVC SDR -35 FLOW VDIA PJC SDR -35 UNDISTURBED EARTH PAYMENT UNITS, BEDDING, HAUNCHING SEE CONCRETE CRADLE DETAIL ° d < a °. AND INITIAL BACKFILLS 16' ° ° 4 - MANHOLEBASE d 4 d. G ° SEWER CLEANOUT DETAIL AT GRADE ACCESS FRAME& COVER DETAIL FOR CLEANOUT UNDER PAVEMENT 3 o NOTES: CONTRACTOR SHALL BUILD INVERT L1. M r pipe shall be PVC SDRa in all cases except where depth ofcover exceeds loft. In cases where cover exceeds 10 0 TO HALF DIAMETER OF PIPE IN FIELD. 4 sewer pipe shall be a min. PVC SDR -26. When a sewer main s installed in afit section, he fill shall be compacted to a INVERTSHALLBETROWELEDTOAn. Town of SMOOTH FINISH INCLUDED UNDER 2. No rodisPoproject into will Needga of me trench. In rod excavation pipe shall beamin. of6'overand may from rock. No into TaaN intowatetheel ft rocke APPROV 0 MANHOLE rFEM. THE INVERT SHALL BE SLOPEDTO MEETTHEINIOUT 3 Backi ll be placed was to not disturb We pipe alignment. NOTES: Resolution Number -.41. 4. In araswhom adequate cover min not bemaiMained for sewermaiq proper proledion shall be provided against hazingspace 1. Cbarwus sbeR be al minimumureed4 nasanmas changes hor¢Onlal alignment PIPES AND SHALL HAVE A MINIMUM SLOPEOF0.40% and superimposed loading. Inc. or 2. All fAtingskbewhAe H.D. As manutectured H'GPK Praduds lnc.aapprovetl equal. Date �- 0 f~ _1 SANITARY SEWER DESIGN S_8 INTERIOR DROP MANHOLE DETAIL S_4 SEWER MAIN I SEWER SERVICE TRENCHDETAILS►_7 GRAVITY SEWER LATERAL CLEAN-OUT DETAIL AUT RI RADDITI NST THI D WIN I A LA 720911 FTH NEWY TA EO C-506