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NO PROPOSED WATER OR SANITARY CONNECTIONS TO PROPOSED BUILDINGS , , / / r 11 \ " � I' ' I -1 . - �� 1� ­ / --) , ♦*#** , - , 1-1i - / '? 11� 11 -- -� - - - - - /I . -1 � � - , - _� -.1 - 11 , I,- 1 , - ) I//// / ­ � I 1I I '­11_r1,1,_ %** , � I , - I / , 1, I I -, ' 1, 1, / /le ,,, _j_�_ ,.­ -1 -,__ 11 I,— *41,* ,- , ,� 11 X ­ I-`,1_1` -_- __-,-, � - I I ,�� / / i k %_ 2. ALL LIGHTING TO BE DARK SKY COMPLIANT. ,__, - 1_1�_ , "'. - I ­I �/ . I -1 I I 4e, r \ \_ - -,I� --- / �3\- - I , - . .1 -1 - I ' ,I " , , -1 ", I'll -- - --- / i EXISTING PROPERTY LINE In " 1, I ,I __ '1/ .- I ,��._,(� \ \ \ / " - . _:),_� 11 __- -I-i , ,...I yr,­­rr.­-f - Atli NEEN \ / uc _�� ,'1111-p ii, , _r__,�_ \ \ ( , - "n-i,I - " ., \ I - /I ___. -, 1-11 - ,_7­ . 404call" \ \ \ ­t�, , - ' ­ loll - / NYSDEC FRESH WATER Z � �I\ �I I �� �"`I - 1, *411* - 'r, MINE - / WETLAND BOUNDARY ---\11 I,/��I ii� " \\ \, .�,\ �_.1 I- ,_- A,'-��?4;h �" I 1,� ,,♦ ***.Re"ft .11, ,-., I SENSE RISEN ONE, \\ \\ \ I -1" I "I I "!N%*­�,r­, 111 \ 1', 1, I I , , ,,, I - / I I 11 ' I I �� � \ \ \ , Ii �I 11 11 "-�,; _,�.",_ 1;ii1iiiiiiii,� , , , , / I I I I . , 1, I , - -1 � ,,Soo IRWIN NEVER now pop "11\01 \ 41 Sequin Drive , � . i � � r - I' / �1, , 1 , I \1 , I, % � ; � " � \ 000 - �.,V_ \ Glastonbury, CT 06033 1_ , � , , I� \ I i V I loll , 00 I I, .i \ \ I -, � \ ,' 'i \ 'k. � ,� . 1, / " .1 , "i .. "l-�-0.1 - \­- A"'k " C 'r Y 0 R Phone: (860)633-8770 , / I \ \ `--V-,,, I 1 . .. Xl , � I, \ I I "I ,,, I .1 \ ,� \ I I-,' \ RES00000 �\ co,�)-L.(�,ii, N n Fax:(860) 633-5971 I\ I 'k /� \ ,,r� �, I , �� I i 11 , 1, , '! .1 ., ..........-i , ENGINEERING SERVICES, INC. " , . I I I k I 1-i .� - www.anchorengr.com I --- \ I `^ //x\ ,I I \\ 1," 1\, 'I\ \\ \, Ii, I\ i,,/1 ,4" "I/ Civil Engineering 0 Environmental Consulting a Land Surveying 0 Construction Management / \ ,�__I'_ /"", 1, I�, ", \ I,� 'i, � . \\ \ i \ i ii " ,� __ - � \ � � / \ �I i \� \ lt� / �� \ 11 `\ i. \ \ it, �iiiiiiiii� I `\ �-�_ _ - -- - I -- --- - �- -- - - __- ----- -- PROJ. ENGINEER Mip \ \ \ � \ \1� \ \ 1�1,�,\, /,\ � � 1. � � '�� \ ..'-i ,,"! 11 _,� _.,- .000.iiii` . - - \\ \\ \ I % � \ \ '_�_. "�/,,,, \I �,\ 1'. 'I 11 �,,1 \I I, � 1\ �iiiiiiiiiiriiiiiiiiii "ii, 11 .-,, -,�,,, .- MNB PROPOSED SITE IMPROVEMENTS . / / \ I - ., ­ � \ � � -p" � ,I 1 I ,�,o ,, \ I \ I/ _,�,�,-� ) I OFFICE REVIEW MNB 11 � , \\ Ii \ ", I \ ," ­ PREPARED FOR i \ � \ , I \ \ tl� \ "I "i 1, ti\ ,� \� \, 1, iI�p \\ \ � ,ii, ,� %, k ,\ 1, , I Iiiiii �iiiiiii` �r\ I\ 11 , 'y' . � REVISIONS FISHERS ISLAND WASTE MANAGEMENT DISTRICT / \ 1-i / 11// i\ \\\ \ii I\\\ \1\ \,\ \I\ 'i 1, - - "i 1-iiii' I�'\ \I, "t, ,,�11 tt, /11 3/2/16 OVERALL LAYOUT PLAN 1, ,, \ ,, " _�_ \ " , �, , \ , \ __ , 1,�.I i ,� \ ,,� \ / 5/24/17 WHISTLER AVENUE FISHERS ISLAND, NY \ \ � ,� ­1, -, " \ 1. � � I / 1-1\ . \ ,�;.,� I I 11 1/11/18 . 1�_� _ _ _ ,_ " - -`� - / `­ _,_""__"1 ",*,\ B, I - - "*�iiiiiiii \i , - - -, rs,.�, 4 Z��)4 , __ - c"-,� .9 X ' / `NiN�11,�11 _ 1-1 - -T_ _ .� �_ 7� ; -5 ,\ 7 - ___�__ �_ I 11 - 11 I ---- ��<�I" I -1 , , � 1\1 __i"___ * (, �11\ (-,Rff - \ 11 `�, - , ___ - I- , , , - - - I , , �, � _� - I , 111 i . - 11 ,\C-, 'I, // 1\1��1111111`1", ,-,"-(,, ,­_ -- _1\_ , , iii­� , "i" 4i , �.,_,..,, , �771_1�_,��` �� �, \1 "' _" / \ , 1\ 1\ I 1\�, �_, \ / I I �_ , �,, ,� , �, 11/,(/�"r(I",,"",\-__R_-0-1�_i c , 1'\7A,�\),\ �,""\�,\,v�]c , 30 0 30 60 4/5/18 PROJECT DATE SHEET NO. 2 OF 9 SCALE: I"= 30' SCALE: 1"=30' 013-32 11/8/16 - . - - - __ I , , _­ --/ �� I", /I / _, I STOP SIGN AND PAINTED STOP BAR - 1, 1- _- _1 .� - ,- I , 11 ,-- "4�.,�� ---'- - � ----(- 4 Z-� - ---, SEE DETAIL) / I', __� ______� 1, ,/ >, � %� ,\ O �!,/17 1"� , - , , , ,+ , / ^1_11 � - 1-4 "I " 1, �_�,11 ,- - ­ "I , " -/, _1> ,--, ,,?�',1; -11- ", , - � --_ ,_ - ; V '. 6_____ / ,-I- _,�:i -, " ­ I 1�1` " / '. -, -, ,­ Y­I, .- ,_­ __ ___ 1�_ , , - --r-� \ . , � � , 1�1, 1_�` - -1: I - I , : _ - 11,1� __-, M -, 1, ,_1 _� :,_ 1". _ ,� ' : _'�, i IN IN- ,��, - _____ _� k 56 1 E ,�, , , " - 'I, ." :.:. , ," 1 , , /, .­ ­ _­__ \ . 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I / 41 Sequin Drive �"'�,�� \a' . b_ l) / / ANCTITOR Glastonbury,CT 06033 `� _ , \\ '` _ - _ ' "�-.: 1 L. ! I ! Phone: (860)633-8770 I \ \�\ \ _ "d« ` -- - -- -- .. ._ - - \ F'. "' // / / j // / Fax:(860)633-5971 \\ \ _ _', \ J, / / i I , ENGINEERING SERVICES, INC. www,anchorengr.com rl11/ — t"'' " m ''`"r[•?`1^y \ \ / I /I �,r Civil Engineering a Environmental Consulting • Land Surveying • Construction Management i ! \ i,^ K !Ir ,'' )' `� 11 \\ \\ / C) / !' j / �, .+ PROJ. ENGINEER E °fi .�,,' M J P A )?:` °\ , �4y , _ -- � / /- / !' /-'' PROJ.MANAGER MNB PROPOSED SITE IMPROVEMENTS ._ \ 1 - ; ,,W ' ', \ c IV `I.b.,:,.,:; r>, •, ,� j.\ \ �-1' i i / \, OFFICE REVIEW MNB PREPARED FOR — — \\ 1\ rn:;� ''r° ' --`w ` ' `\ ,-``"f ' b`` �-` --- - M FISHERS ISLAND WASTE MANAGEMENT DISTRICT y *, . \_ ' `�4 �- _('-/: ', ! REVISIONS `. __ - - - - x .: 11a -",, - - -_ - - 3/2/17 EROSION & SEDIMENTATION CONTROL � 11 "r'' \\ -- __ k^t°) — — \ \� \•\ \\ `\\ '',i, �, �-.C� ` A�� �\I 5/24/17 WHISTLER AVENUE FISHERS ISLAND NY \\ '"~ `; 'i''s �- < ' �;— ' \ \ \ �' / ----, - ---->_ ' vOQ�I 4/5/18 ' \\\\` `` / ��3•,M - 11 i.,,\• \ — - - , `� \\ // -' -/ �j�''' - :;; ���IIv�G PROJECT DATE __ , ` L _ 'e, r ^lww" i L \ / _ ) / �' �- 14- „\.\ _ - C Tri SCALE: 1"=20' 013-32 11/8/16 SHEET No. rj OF 9 12" LOCK KEEPER GUIDE (LOCK KEEPER CORNER ELBOW TRUSS RODS ORNAMENTAL TOPS TENSION WIRE END CLAMP STC 450i Precast Concrete Stormceptor® Err TENSION WIRE END CLAMP PLUNGER ROD TOP HINGE (450 U.S. Gallon Capacity) ti ... `�j .::... -•-- . ::.:. 2 TOP HINGE {; O W W W W W W W W . . . . . . . . W W W W W W W WW ... W . . . . . . . . . . . . . W W . . . .. .W Cover and Grate . r . . . . r . . . . %3B STRETCHER BAR .t ,i..f`,. �,��� ,!'�,�" 7%0�\.♦� i. O• � ��, �' 5 Grade Adjusters To HOOK BOLTS 7-7-7-7-7 1 ,.c�* .�♦, ; Suit Finished Grade -- 1 ♦. F 3 I , i - .� I 24 8 .,., ., 7 _lid \/ FORK CATCH 611 O LATCH FORK PVC Pipe LIGHT HALFJo �� Varies To HEAVY HALF Min High BOTTOM HINGE M g ::::•:. •::::: 11 STRAIGHT Match Grade PLUG — wl4 Cap CONCRETE PLUNGER 0 DIA Stormceptor for P is ROD CATCH i II Insert I 9 _ ------ —L ---- Oil Port CHAINLINK SWINGING GATE - * Inle NOTES: t ------ - 1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS(RECP'S),INCLUDING AND NECESSARY APPLICATION NOT TO SCALE ! Outlet See Note 2 OF LIME,FERTILIZER AND SEED. --'---- --- 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP'S IN A 6"DEEP X 6"WIDE TRENCH WITH APPROXIMATELY 12"OF RECP'S I Outlet EXTENDED APPROXIMATELOYi12"APART ID THE UP-N SLOPE BOTTOM OF THE TRENCH.ACKFII ANCHOR AND COMPACT T E THE RECO'S WITH ATR NCIH AFTER STAPLING. APPLY 17" 1611 1ff j'� _ \ Riser Pipe 18 SEED TO COMPACTED SOIL AND FOLD REMAINING 12"PORTION OF RECP'S BACK OVER SEED AND COMPACTED SOIL. SECURE I RECP'S OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKED SPACED APPROXIMATELY 12"APART ACROSS THE WIDTH OF THE RECP'S. I 3. ROLL THE RECP'S(A)DOWN OR(B)HORIZONTALLY ACROSS THE SLOPE.RECP'S WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECP'S MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE I --•---•-•-- I LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM,STAPLES/STAKES SHOULD BE PLACED i THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. --------- 4. THE EDGES OF PARALLEL RECP'S MUST BE STAPLED WITH APPROXIMATELY 2"-S"OVERLAP DEPENDING ON RECP'S TYPE. 60ff S. CONSECUTIVE RECP'S SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END(SHINGLE STYLE)WITH AN APPROX.3"OVERLAP. -•-•-•-•- I --------- - STAPLE THROUGH OVERLAPPED AREA,APPROXIMATELY 12"APART ACROSS ENTIRE RECP'S WIDTH. _ WHITE PAINT STOP BAR Inlet Outlet Min. *-Inlet ! Outlet Down Pipe Riser Pipe EROSION CONTROL BLANKET SLOPE INSTALLATION (Removable) 4 Q. NOT TO SCALE I SEE PLAN FOR WIDTH _I 48110 511 * If Required a. 3r-O" STOP BAR 8 4 --- Id NOT TO SCALE 811 Insert Tee Here 8"LOW PERMEABLE SOIL _T (Tee Opening to Face Side Wall) PEDESTRIAN RAILING EMBEDDED Section Thru Chamber Plan View 2"-0" IN 8" 0 CONCRETE ANCHOR 24 T 24 M RETAINED SOIL � 4" STD. WEIGHT PIPE STOP Notes: RAIL (TYP.) 1. The Use Of Flexible Connection is Recommended at The Inlet and Outlet Where Applicable. 24M 2. The Cover Should be Positioned Over The Inlet Drop Pipe and The Oil Port. 39 M 12"DRAINAGE ZON 3. The Stormceptor System is protected by one or more of the following U.S. Patents: W (3/4"CRUSHED ONE) BACKGROUND:RED #5753115> #5849181> >#6068765 #6371690. #7582216> #7666303. LEGEND:SILVER 3.6• 39 nn 4. Contact a Concrete Pipe Division representative for further details not listed on this drawing. > 45M APPROXIMATE LIM SOF EXCAVATION lw4" STD. WEIGHT PIPE STOP SIGN I''� PIOST @ 5'-0" O.C. MAX. 45 M NOT TO SCALE Y4"RADIUS 6x6-W1.4x W1.4 6"CONCRETE WELDED WIRE FABRIC 60 M O) 1 V rr APPROXIMATE LIMITS OF EXCAVATION VARIES WHERE SUBCUT IS REQUIRED ' 8"PROCESSED �2 Emb.Varies(6"Min.) 60 B DRAIN TILE(4"MIN) GRAVEL BASE TOP OF PAVEMENT s" 1 1 1 1 0 1. ALL CONCRETE DUMPSTER PADS SHALL BE CONSTRUCTED OF PORTLAND CEMENT CONCRETE. 1 1 1 1 2. ALL PADS SHALL BE CONSTRUCTED IN ACCORDANCE I t I I CURB OPENING WITH THE DETAILS&SPECIFICATIONS PROVIDED. I I L3. CONCRETE SURFACE SHALL BE A COARSE BROOM FINISH,TRANSVERSE TO THE SLOPE OF THE PAD. UNREINFORCED CONCRETE OR SUBCUT TO DEPTH"D"AS REQUIRED AND REPLACE WITH SUITABLE COMPACTED LIFT STRAPS I I 0 4. CARE SHALL BE TAKEN TO ASSURE UNIFORM GRADE, STRUCTURAL FILL TO ACHIEVE THE REQUIRED BEARING CAPACITY AND SLIDING W STORM GRATE CRUSHED STONE LEVELING PAD 1 f Q CURB FILTER FREE OF SAGS AND ABRUPT GRADE CHANGES. (6"MINIMUM THICKNESS) FOUNDATION SOIL RESISTANCE AS DIRECTED BY THE SITE GEOTECHNICAL ENGINEER. ALL STRUCTURAL FILL CONCRETE POST IS TO BE COMPACTED TO A MINIMUM 98%STANDARD PROCTOR DENSITY. ANCHOR f f N N OPTIONAL CONCRETE PAD OUTFLOW NOTES: SILT SACK ® PORTS NOT TO SCALE I I ' f 1. INSTALL PER MANUFACTURER SPECIFICATIONS. 2. INSPECT PER EROSIONCONTROL NOTES OR AS DIRECTED. CONCRETE BLOCK GRAVITY RETAINING WALL DETAIL 3. REMOVE SEDIMENT WHEN BAG NOT TO SCALE8�� N EROSION CO TROLIS HALF FULL AND DNOTES. EPOSIT PER 4. REPAIR OR REPLACE WITHIN 24 HOURS OF OBSERVED FAILURE. FINISH GRADE(SEE GRADING PLAN) DUMPING STRAPS TURFGRASS SEED MIX PEDESTRIAN GUARD RAIL DETAIL 4"TOPSOIL(4"THICKNESS) PREPARED SUBGRADE (SEE GRADING PLAN) SCALE: 111=1'-011 EXISTING `JYN SUBGRADE 10'-0"MAX. 1"x 2"WOOD STAKE 0 (MIN.LENGTH:31-61) SELF-SUPPORTING INLET SEDIMENT CONTROL DEVICE SILT FENCE FABRIC NOT TO SCALE I I ATTACHED TO WIRE FENCE(SEE NOTE 2) APR 18 2018 TURF ESTABLISHMENT GRADE r rr I � FINISH !O N 0 50 0 MIN.LENGTH NOT TO SCALE FINISH FLOW i in SEE PLAN FOR WIDTH TACK COAT AS ? PUBLIC ROAD REQUIRED RECOMPACTED Z !I I J:\013\32\Design\PLOT_Fishers Island Transfer Statlon.dgn tD� ,�� �_� i �_;� BACKFILL II I ANCHOR 41 Sequin Drive i % ' �� i i` .� % ,: EXTEND 6"OF �c� •34, r7III! _ Glastonbury,CT 06033 FABRIC BELOW `� III_II! `Illi=li = I =1 = III!- =IIIA-1111=1I�1=illl.III=1I11_I111= Phone: (860)633-8770 GROUND � Fax: 860 633-5971 ENGINEERING SERVICES J — , INC. ( ) Illi•=�ll;;=llll_III� 6" DEPTH OF CTDOT 2"STONE v�ww.anchorengr.com _ -� - s- '- I V-: ELEVATION SECTION COMPACTED SUBGRADE USE MIRAFLEX 60OX OR EQUAL UNDER STONE Civil Engineering • Environmental Consulting • Land Surveying • Construction Management S �t " �" `y PROJ. ENGINEER MJP �,• NOTES: IF SOIL HAS LOW BEARING CAPACITY J1. INSTALL SILT FENCE&WOOD STAKES AS RECOMMENDED BY MANUFACTURER. ANTI TRACKING PAD DETAIL PROD.MANAGER MNB PROPOSED SITE IMPROVEMENTS 8 PROCESSED GRAVEL 2. SILT FENCE SUBJECT TO HEAVY LOADS SHALL BE REINFORCED WITH FARM FENCING&STEEL 3"CLASS I BITUMINOUS (COMPACTED) POSTS(0.5#STEEL/L.F.). THE MINIMUM POST LENGTH SHALL BE Sr_orr. OFFICE REVIEW MNB PREPARED FOR PAVEMENT(2-12"LIFTS) COMPACTED SUBGRADE 3. SILT FENCE FABRIC SHALL BE A PERVIOUS SHEET OF WOVEN PROPYLENE, NYLON,POLYESTER NOT TO SCALE OR POLYETHYLENE FILAMENTS AND SHALL BE CERTIFIED BY THE MANUFACTURER OR SUPPLIER. REVISIONS FISHERS ISLAND WASTE MANAGEMENT DISTRICT SILT FENCE 3/2/17 DETAILS BITUMINOUS PAVEMENT NOT TO SCALE 5/24/17 WHISTLER AVENUE FISHERS ISLAND, NY NOT TO SCALE 4/5/18 PROJECT DATE SCALE: NOT TO SCALE 013-32 11/8/16 1 SHEET NO. 6 OF 9 W6x8.5 POST NOTES: PIPE O.D.+24"OR 3'-0"MIN. OFFSET MAY RAIL ELEMENT 137 LIMITS OF TRENCH PAY LIMIT VARY SEE SEE CONN.DOT STANDARD SHEET NO.507-1(TYPE"C")OR TRENCH EXCAVATION (ROCK PAY LIMIT) NOTE 8. 507-J(TYPE"C-L"),WHICHEVER APPLIES,FOR: &BACKFILL r^2'MIN. A)DETAILS OF PRECAST TOPS SUBGRADE ELEVATION FINISH GRADE BLUE WARNING TAPE ° B)DEPRESSED GUTTER DETAILS 5#8"POST BOLT (WITHOUT WASHER) — — — — — — —— SHEET NO 507-K,GRATES SHALL BE GALVANIZED CURB LINE FOR fa BLOCKOUT ° ° TYPE"C" w N BACKFILL PLACED AND Q + COMPACTED IN 12"LAYERS 28 A <U A 1 y2" 3" 1 y2" > 27" „ STEEL i zw i '1 r� r j II COMPLETE ENVELOPE OF STEEL POST w0 GRANULAR FILL OR z� APPROVED NATIVE O FILTER FABRIC WITH 12" TOP OF // OO 1„ MATERIAL COMPACTED U I OVERLAP REQUIRED WHEN PAVEMENT Zz IN 12"(MAX.)LAYERS _ O CRUSHED STONE IS USED N.1-10 OF C.B za ;n AS BEDDING MATERIAL. I FILTERZ OU I a _ N ROCK ASFABRIC RECQTED BY I Q ( THE ENGINEER EDGE OF wa 0.25 O.D. BEDDING MATERIAL SHALL w BE BANK GRAVEL(DOT PAVEMENT 3'-8" Q a w p GRADING C)WELL GRADED - a O ? SAND OR TO-'a"CRUSHED L_J DETAIL FFAFF a I STONE-,PLACED AND COMPACTED DETAIL A RECAST TOP BEDDING 12"FOR ROCK EXCAVATION GRAVEL FILL SHALL BE BANK GRAVEL IN 6"LAYERS SECTION A A TYPICAL MATERIAL 6"FOR EARTH EXCAVATION 4" IN EARTH - OR CRUSHED STONE AS DIRECTED BY PLAN 12"IN ROCK PIPE DIA., ENGINEER WHEN UNSUITABLE 6"SPACER(NOT MATERIAL IS ENCOUNTERED WITHOUT CURBING RA REQUIRED)BRICK SPAN OR MASONRY NORMAL FINISHED GRADING, OFFE ELLIPTICLIPTICAL PIPE PRECAST TOP w *CRUSHED STONE SHALL ONLY BE USED IN HIGH GROUNDWATER rr rr CONCRETE UNITS GRADING TO BE VARIED CONDITIONS AS DIRECTED BY THE ENGINEER � 6'-3" SHOWN) MAY BE USED AS ADJACENT TO CATCH BASIN I.D.+2' FOR PIPE AS DIRECTED. Q TYPICAL POST SPACING ADJUSTMENT SPACER UNDER 30", I.D.+3' > REFER TO PAVEMENT REPAIR AND TRENCH DETAIL FOR PIPE 30"&OVER& C1'-1 —— —— — — — 1'-1" 1'-10" 1'-1" FOR HORIZ.ELLIPTICAL PIPE TYPICAL TRENCH DETAIL (WATER, W6x8.5 POST(TYP.) � — — — — — — — — — _ NOTES: — — — — 6"x 8"x 14" — — — — — — I I 1. ALL PIPE TO BE RCP CLASS IV UNLESS OTHERWISE SPECIFIED. BLOCKOUT(TYP.) 2. USE WATERTIGHT RUBBER GASKETS IN ALL PIPE JOINTS. NOT TO SCALE IF I1- - - - - - - - - - � IF- -11 ' r ) " WELDED TRENCHING & BACKFILLING WIRE — — — — — — � 2'-8 a" 4 c, FABRIC NOT TO SCALE LAP IN DIRECTION I I TYPICAL RAIL MOUNTING - U OF TRAFFIC SEE DETAIL A i� =) MORTAR ix JOINTS ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMS DIRECTION OF TRAFFIC I I C SEE z DETAIL"A,r AASHTO MATERIAL COMPACTION / DENSITY MATERIAL LOCATION DESCRIPTION I CLASSIFICATIONS REQUIREMENT I � FINAL FILL:FILL MATERIAL FOR LAYER'D'STARTS I II FROM THE TOP OF THE'C'LAYER TO THE BOTTOM ANY SOIL/ROCK MATERIALS,NATIVE SOILS,OR PER PREPARE PER SITE DESIGN ENGINEER'S PLANS. DRAINAGE OPENING IN 4 D OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ENGINEER'S PLANS.CHECK PLANS FOR PAVEMENT N/A PAVED INSTALLATIONS MAY HAVE STRINGENT I WALLS AT OR IMMEDIATELY " GRADE ABOVE.NOTE THAT PAVEMENT SUBBASE SUBGRADE REQUIREMENTS. MATERIAL AND PREPARATION REQUIREMENTS. ABOVE THE BOTTOM OF MAY BE PART OF THE'D'LAYER L - - - - - - - - - - - - -� THE PERVIOUS BACKFILLN (KNO�CK OUT wBEGIN COMPACTIONS AFTER 12"(300 mm)OF MAX. IIx FLOW LINE AASHTO M145' MATERIAL OVER THE CHAMBERS IS REACHED. PLAN > INITIAL FILL:FILL MATERIAL FOR LAYER'C'STARTS GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES,<35% A-1,A-2 4,A-3 COMPACT ADDITIONAL LAYERS IN 6"(150 mm)MAX _ FROM THE TOP OF THE EMBEDMENT STONE('B' FINES OR PROCESSED AGGREGATE. LIFTS TO A MIN.95%PROCTOR DENSITY FOR WELL LU - - - - - - - C LAYER)TO 18"(450 mm)ABOVE THE TOP OF THE OR GRADED MATERIAL AND 95%RELATIVE DENSITY CHAMBER.NOTE THAT PAVEMENT SUBBASE MAY MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU AASHTO M43' FOR PROCESSED AGGREGATE MATERIALS, METAL BEAM RAIL WITH MULTIPLE BLOCKOUTS PREVIOUS BACKFILL ABOVE FLOW LINE�j " 2"MIN. BE A PART OF THE'C'LAYER. OF THIS LAYER. 3,357,4,467,5,56,57,6,67,68,7,78,8,89, ROLLER GROSS VEHICLE WEIGHT NOT TO EXCEED N 9 10 12,000 lbs(53 kN).DYNAMIC FORCE NOT TO TO AVOID UNDERGROUND OR LOW PROFILE OBSTRUCTION THIS DEPTH ' BELON-MAXIMUM EXCEED 20,000 lbs(89 kN). DEPTH 3' BELOW THE TOP OF THE STRUCTUREo f Z EMBEDMENT STONE:FILL SURROUNDING THE AASHTO M43' B CHAMBERS FROM THE FOUNDATION STONE('A' CLEAN,CRUSHED,ANGULAR STONE NO COMPACTION REQUIRED. 6'-3" C A 0 i uwi LAYER)TO THE'C'LAYER ABOVE. 3,357,4,467,5,56,57 TYPICAL POST SPACING °D Q W6x8.5 POST(TYP.) m FOUNDATION STONE:FILL BELOW CHAMBERS w to A FROM THE SUBGRADE UP TO THE FOOT(BOTTOM) CLEAN,CRUSHED,ANGULAR STONE AASHTO M43t PLATE COMPACT OR ROLL TO ACHIEVE A FLAT 6"x 8"x 14" 3'-0" 8" OF THE CHAMBER. 3,357,4,467,5,56,57 SURFACE." BLOCKOUT(TYP.) 4'-0" 8" S'-4" 4,-4" PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY.THE STONE MUST ALSO BE CLEAN,CRUSHED,ANGULAR.FOR EXAMPLE,A SPECIFICATION FOR#4 STONE WOULD STATE:"CLEAN,CRUSHED, ANGULAR NO.4(AASHTO M43)STONE". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FORA'LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6"(150 mm)(MAX)LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. I I I 3. WHERE INFILTRATION SURFACES MAYBE COMPROMISED BY COMPACTION,FOR STANDARD DESIGN LOAD CONDITIONS,A FLAT SURFACE MAYBE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION LAP IN DIRECTION DIRECTION OF TRAFFIC A EQUIPMENT.FOR SPECIAL LOAD DESIGNS,CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. OF TRAFFIC PLAN SECTION A-A SECTION B-B ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN,CRUSHED,ANGULAR STONE IN A&B LAYERS PAVEMENT LAYER(DESIGNED BY SITE DESIGN ENGINEER) PAY LIMIT METAL BEAM RAIL(TYPE R-B 350) OR IMPACT TYPICAL RAIL MOUNTING 1/ 1I �� . �� \ \� \�. �\ :\���` �,\\ \�� �� .��\ \ \ \\ ATTENUATOR W-BEAM RAIL ELEMENT TYPE C-L CATCH BASIN PRIVATE PERIMETER STONE `� \�\ `��� \���\�\�\ ,\����\ ��` �\\` lt; ;� \�������\y����+D �A ��\ INSTALLATIONS WHERE RUITTING FROM OCCUR, SEEDETAILA (SEE NOTE 6) \.o/� .� \. \ \ :� \.� \ !\ �.� \ \ F.\,. \\ �\, \l�S L 1/II��T!/IIS/FIS/�!! /!I �h'll / �' /!!y /111/=!/.INCREAS�COVE=T024^(BOONm),II��7/II��//11�� 15 e II I II II 11 I NOT TO SCALE 5•(t50mm)MIN (2.4 m) (450 mrry MIN• MAX NOTES: • EXCAVATION WALL _Aj 1 I I 1 11 I I I I I I I RAIL HEIGHT PE THREADED IMOD (CAN BE SLOPED OR VERTICAL) „ MEASURED W/WING NUTS AND 1. PE THREADED ROD W/WING NUTS PROVIDED FOR _ 27 END SECTIONS 12"-24".30 &36 END SECTIONS IIT II FROM TOP OF SPACERS(SEE NOTE) - T-I • m m ® ® 30" CURBING PAVEMENT REQUIRE TWO(2)THREADED RODS FOR ASSEMBLY. ��1 _)�- (750 m" SEE NOTE 4. 2. ALL DIMENSIONS ARE NOMINAL. =1, 11- III�IIII� 11 B I_ITI T_I=M=i I A 11=III=II iii=lTi=_ _ .I I I1-I 11111 1 111=1 I1=1 -I I1=1 I Ti=1Tl=�Tl-_- N1111=11 __ _ _ -11=1 I III=1 I I= III I=1 -III �-III=1 I I-1 1=1 I.I I-1 -1 I I=111 I=1 I I-1I-1 I- 111-1 I-III III III-t 11=1 I I-I t-11-�I-I 1_=III 1 1-SLI 1 DEPTH OF STONE TO BE DETERMINED Lz(300 mm)MIN -jf jmljl-1 T III 1=�-�7J -I 1 1-- I-1 1-I 1-J 1=1 -I 1=111-1 1-111-111 -1 1-111-I I-I =1 I-I I-iiT-111=1 I i-_T-I I�1 I-iii-1 I I I I 1 I SC-740 _ _ _ 110"11=1 ,�, _ — X51 1295 mm 11— — -1 - i BY SITE DESIGN ENGINEER 6' (750 mrr� MIN I ITi���ii=i I I� 1=1 I I= (150 mrttt MIN •-I j - — _III 72'(300 mm)TYP END CAP SUBGRADE NOTE4) I � NOTES: I =t 11. SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418"STANDARD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS", ELEVATION I A (. W .! A.I OR ASTM F2922"STANDARD SPECIFICATION FOR POLYETHYLENE(PE)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2. SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION GENERAL NOTES: TOP VIEW RIGHT SIDE VIEW FRONT VIEW CHAMBERS". 1. MAXIMUM DESIGN DEFLECTION FOR R-B 350 AND MD-B 350 GUIDERAIL AT THE STANDARD 3. "ACCEPTABLE FILL MATERIALS"TABLE ABOVE PROVIDES MATERIAL LOCATIONS,DESCRIPTIONS,GRADATIONS,AND COMPACTION REQUIREMENTS FOR FOUNDATION,EMBEDMENT,AND FILL POST SPACING OF 6'-3"iS 4'-3". DEFLECTION REQUIREMENT IS MEASURED FROM THE MATERIALS. BACK OF POST TO THE FACE OF OBSTRUCTION. PART # PIPE SIZE A B (MAX.) H L w 2. FOR CURVES WITH RADII OF 150'OR LESS,ALL RAIL MEMBERS SHALL BE SHOP FABRICATED TO 1210NP 12" 6.5" 10.00" 6.5" 25.00" 29.00" 4. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE(ALLOWABLE BEARING CAPACITY)OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE MOISTURE D SOI C OF EXPECTED L MTURE CONDITIONS. THE PROPER RADIUS AND GALVANIZED AFTER FABRICATION. (300 mm) (165 mm) (254 mm) (165 mm) (635 mm) (737 mm) WITH CONSIDERATION FOR THE RANGE , 151ONP 15" 6.!5" 10.001, 6.5" 25.00" 29.00" 5. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 3. RAIL HEIGHT WITH CURBING SHALL BE MEASURED FROM THE TOP OF PAVEMENT. FACE OF RAIL (375 mm) (165 mm) (254 mm) (165 mm) (635 mm) (737 mm) ELEMENT SHALL BE PLACED FLUSH WITH THE FACE OF CURBING. ON HIGH SPEED ROADWAYS 18" 7.15" 15.00" 6.5" 32.00" 35.00" 6. ONCE LAYER'C'IS PLACED,ANY SOIUMATERIAL CAN BE PLACED IN LAYER-D'UP TO THE FINISHED GRADE.MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL (>50mph),4"CURBING SHALL BE USED IN CONJUNCTION WITH GUIDERAIL. ON LOW SPEED 181ONP (450 mm) (191 Imm) (381 mm) (165 mm) (813 mm) (889 mm) REQUIREMENTS OF LAYER'C'OR'D'ATTHE SITE DESIGN ENGINEER'S DISCRETION. ROADWAYS(<50mph),16"CURBING MAY BE USED IN CONJUNCTION WITH GUIDERAIL. 24" 7.5" 18.00" 6.5" 36.00" 45.00" 4. THREE BLOCKOUTS MAY BE USE WITH DESIGN APPROVAL FOR ONE POST ONLY. TWO BLOCKOUTS MAY 2410NP (600 mm) (191 Imm) (450 mm) (165 mm) (914 mm) (1143 mm) STORMTECH SC-740 DETAIL BE USED FOR A SERIES OF POSTS. 30" 7.!5" 12.00" 8.6" 58.00" 63.00" 3015NP m) (1600 mm)m mm) (191 Imm) (305 mm) (218 mm) (1473 S. COST OF ADDITIONAL BLOCKOUTS AND LONGER BOLT SHALL BE INCLUDED IN THE BID PRICE PER FOOT OF GUIDERAIL. (750 0 7.!5" 25.00" 8.6" 573 m 63.00" NOT TO SCALE 3615NP (900 mm) (191 Imm) (635 mm) (218 mm) (1473 mm) (1600 mm) 6. WEATHERING STEEL'i'OST WHEN SPECIFIED SHALL BE GALVANIZED A MINIMUM OF WTO ALLOW FOR 1"EXPOSED GALVANIZED COATING ABOVE THE GROUND. 7. GUIDERAIL MAY BE PLACED 1 FOOT OR MORE FROM THE EDGE OF PAVEMENT ONLY ON SLOPES HDPE - FLARED END DETAIL 10:1 OR FLATTER WITHOUT CURBING.IF THE RAIL IS INSTALLED WITHIN 2'OF THE EDGE OF PAVEMENT,THE RAIL HEIGHT IS MEASURED FROM THE SHOULDER SLOPE EXTENDED TO THE RAIL. IF THE RAIL IS INSTALLED NOT TO SCALE BEYOND 2'FROM THE EDGE OF PAVEMENT,THE RAIL HEIGHT IS MEASURED FROM THE GROUND DIRECTLY BELOW THE RAIL. EXISTING FACE OF BUILDING PROPOSED GRADING METAL BEAM RAIL DETAIL (TYPE R-B 350 A EXISTING GRADIIWG PROPOSED ROADWAY , PROPOSED EDGE LENGTH VARIES OF PAVEMENT - ' -•7 i I I APR E 2018 -I SLOPE WHERE SHOWN ON PLANS — ELEV. _ 18 F ccti• �� _ - ELEV.16 = _ ;.-_._....._..,..,-._.` '_ ..,.......�.,.� PAVED PARKING AREA �� / 4'MIN. / J:\013\32\Design\PLOT_Fishers,Island Transfer Statl°n.dgn Err Q A O Z w A ELEV.=14.0 12"RIP RAP = 3 Z Z RIP-RAP \ F f O (AS SHOWN ANCHOR 41 Sequin Drive 1 % ?. = Glastonbury,CT 06033 O U= ON PLANS) - � � 7 � Phone: (860)633-8770 fx U � - _ _ — _ _/ DETENTION BASIN SIDE SLOPES SHALL BE MATTED ELEV.=13.0 ENGINEERING SERVICES, INC. Fax:(860)633-5971 6"GRAVEL Ill' 3 0 www.anchorengr.com VARIES FILTER FABRIC m LL - - —— — — WITH EROSION CONTROL MATTING o 12„TOPSOIL COVER 6„TOPSOIL(MIN.) Civil Engineering • Environmental ConsUltirg • Land Surveying • Construction Management (MIN.) ON BOTTOM OF DETENTION / PROJ. ENGINEER MJP BASIN(NO TOPSOIL COVER PROJ.MANAGER PROPOSED SITE IMPROVEMENTS SLOPE WHERE SHOWN IN SEDIMENT FOREBAY) MNB SECTION A-A ON PLANS PLAN IMPERVIOUS FILL 12”MODIFIED RIP RAP OFFICE REVIEW MNB PREPARED FOR NOTE:SEE SHEET 3 4”GRAVEL FISHERS ISLAND WASTE MANAGEMENT DISTRICT FILTER FABRIC REVISIONS RIPRAP SPLASH PAD PROPOSED STORMWATER BASINRIPRAP SPILLWAY DETAIL 53/2/17/24/17 DETAILS NOT TOSCALE CROSS-SECTION A-A. NOT TO SCALE 4/5/18 WHISTLER AVENUE FISHERS ISLAND NY PROJECT DATE 1"-10' 013-32 11/8/16 SHEET NO. 7 OF 9 SCALE: NOT TO SCALE REPLACE EXISTING SINGLE-HUNG WINDOW WITH DOUBLE-HUNG WINDOWS PROPOSED STORAGE ROOM a PROPOSED k FILE ROOM :,a_... . . ........... ,... „. ,. . . PROPOSED ELEVATOR g SHAFT C t C a k• a PROPOSED S —' � • TO FIRST FLOOR CASE LEADING PROPOSED BREAK ROOM n t a b i PROPOSED DOUBLE—HUNG WINDOWS EXISTING BAY DOORS TO BE REMOVED. BUILDING FACE TO (TYPICAL OF 4) BE RECONSTRUCTED TO ACCEPT PROPOSED DOUBLE-HUNG WINDOWS. NEW EXTERIOR TO MATCH EXISTING PROPOSED DOUBLE-HUNG WINDOWS SOUTH FACE OF BUILDING SECOND FLOOR PLAN REMOVE EXISTING DOORS REPLACE EXISTING SINGLE-HUNG WINDOW WITH DOUBLE-HUNG WINDOWS g PROPOSED OFFICE E ISTIN O FICE PROPOSED ELEVATOR PROPOSED SLIDING ;A UTILITY SHAFT GLASS WINDOW ROOM r •4; • . PROPOSED HALLWAY PROPOSED STAIR CASE LEADING fi E ISTING TO SECOND FLOOR CO FERENCE OOM I PROPOSED CONFERENCE EXISTING ROOM RESTROOM t r REPLACE EXISTING SINGLE-HUNG WINDOWS WITH DOUBLE-HUNG WINDOWS (TYPICAL OF 2) REMOVE EXISTING WALLS PROPOSED DOUBLE-HUNG WINDOWS NORTH FACE OF BUILDING FIRST FLOOR PLAN APR 19 2018 A dgn O41TSequin Drive j�j� Glastonbury,CT 06033 Phone:(860)633-8770 ENGINEERING SERVICES, INC. Fax:(860)633-5971 www.anchorengr.com Civil Engineering • Environmertal Consulting • Land Surveying • Construction Management PROJ.ENGINEER MJP PROJ. MANAGER MNB PROPOSED SITE IMPROVEMENTS OFFICE REVIEW MNB PREPARED FOR REVISIONS FISHERS ISLAND WASTE MANAGEMENT DISTRICT 3/2/17 EXISTING BUILDING MODIFICATIONS 5 0 5 10 5/24/17 FISHERS ISLAND, NY SCALE: I"= 5' 4/5/18 PROJECT DATE SCALE: 1"=5' 013-32 11/8/16 SHEET NO. 8 OF 9 COMPOST HEAP BLOWER 15' 30' 15' 11 15' 15' AND WATER TANK N d' 12' (TYPICAL) 36" x 84" 16 GA. INSULATED DOOR (TYPICAL OF 2) OVERHEAD DOOR (TYPICAL OF THREE) PROPOSED SHREDDER r - - - - XZ BLENDED/SHREDDED TIPPING AREA COMMODITY STORAGE MATERIAL STORAGE AREA i STORAGE OF UNPROCCESSED MATERIAL o � L I � I � I � I � I � I I � � I 90' P- I � I I I M N I 12' I APR 1 8 2018 • D • D • D • D D • D • D • D D • D • D • D • D • D • D ♦ D • D • D • D • D ♦ D • D • D • D tobury,CT 06033 AINCHOR 41 Sequin Drive Phonen(860)633--8770 I ( ENGINEERING SERVICES, INC. Fax:(860) 633-5971 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (Q') www.anchorengr.com - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - '- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Civil Engineering • Environmental Consulting • Land Surveying • Construction Management PROJ.ENGINEER MJP PROD. MANAGER MNB PROPOSED SITE IMPROVEMENTS OFFICE REVIEW MNB PREPARED FOR NORTH ELEVATION FISHERS ISLAND WASTE MANAGEMENT DISTRICT REVISIONS 3/2/17 PROPOSED MIXING BUILDING 5/24/17 FISHERS ISLAND, NY 4/5/18 PROJECT DATE SCALE: 1"=5' 013-32 11/8/16 SHEET NO. 9 OF 9