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HomeMy WebLinkAboutSPnmain336_R3(SITE PLAN SET) - Plans - 0 TURNPIKE STREET 8/28/2023 SHEET LIST TABLE - SHEET TITLE DRAWING SHEET NUMBER LOCATION PLAN C1 .1 1EXISTING CONDITION PLAN 2 0 o F ^ z EXISTING CONDITION PLAN C2.2 3 wO w J 0 Z °Z GRADING & DRAINAGE PLAN C3.1 4 0Xw GRADING & DRAINAGE PLAN C3.2 5 NHESP ESTIMATED HABITATS OF RARE WILDLIFE GRADING & DRAINAGE PLAN C3.3 6 9 GRADING & DRAINAGE PLAN C3.4 7 GRADING & DRAINAGE PLAN C3.5 8 � UTILITY PLAN C4.1 9 UTILITY PLAN C4.2 10 ���O UTILITY PLAN C4.3 11 UTILITY PLAN C4.4 12 UTILITY PLAN C4.5 13 SURVEY & LAYOUT PLAN C5.1 14 LANDSCAPE PLAN C6.1 15 PHOTOMETRIC PLAN C7.1 16 U v U v EROSION AND SEDIMENT CONTROL PLAN C8.1 17 J i1 O J v 0 +- 1.0 +r Un a1 N ( 61 CONSTRUCTION PHASING PLAN C9.1 18 E -z7 o E .v o CONSTRUCTION DETAILS PLAN C10.1 19 u- Q u- rd Q C 4- C CONSTRUCTION DETAILS PLAN C10.2 20 0 C 0 CONSTRUCTION DETAILS PLAN C10.3 21 ( o u °' o ce -0 -a ce CONSTRUCTION DETAILS PLAN C10.4 \ V 22 00 Lna MIDDLETON ZONING TABLE O r- ZONE: LIGHT INDUSTRIAL DISTRICT (M-1 ) �i�eF� o C) � IN CATEGORY REQUIRED/ALLOWED PROVIDED I'A N > a U 2 515,963 ft2 Total O O 1 MINIMUM LOT AREA 60,000 ft 207,352 ft 2 Middleton � � O g o 0 0 MINIMUM LOT FRONTAGE 150 ft. 259.94 ft. w a MINIMUM LOT WIDTH 150 ft. 293.1 ft. w 0)-c w g � c � E a, MINIMUM FRONT SETBACK 30 ft. / 100 ft. 96.9 ft. / 126.9 ft. Z / co co M =5 3 3 3 - -0 2 z MINIMUM SIDE SETBACK 25 ft. / 35 ft 2 32.5 ft. �� ❑ ❑� \E1 co3 v (V MINIMUM REAR SETBACK 25 ft. / 35 ft 2 180.0 ft. v) > o -0 MAXIMUM LOT COVERAGE (BLDGS) 30% 29.0% o ❑ �Oti�� o MINIMUM OPEN SPACE 25% 36.8% / a Q Is MAXIMUM BUILDING HEIGHT 35 ft. < 35 ft. a Y MAXIMUM BUILDING HEIGHT (STORIES) 3 < 3 p O ❑❑ NORTH ANDOVER ZONING TABLE ❑❑ ZONE: INDUSTRIAL 1 DISTRICT (1-1 ) TURNPIKE STREET - ROUTE 114 NORTH MAIN STREET - ROUTE 1 14 CATEGORY REQUIRED/ALLOWED PROVIDED MINIMUM LOT AREA 80,000 ft2 515,963 ft2 Total Q w 308,611 ft N. Andover `n MAXIMUM HEIGHT 55 ft. < 55 ft. �❑ MINIMUM STREET FRONTAGE 150 ft. 259.94 ft. (Middleton) ° D v MINIMUM FRONT SETBACK 50 ft. 213.9 ft. 0 MINIMUM SIDE SETBACK 50 ft. 3 104.1 ft. 1 O MINIMUM REAR SETBACK 50 ft. 4 105.8 ft. MAXIMUM FLOOR AREA RATIO 0.50:1 0.34:1 � � LOCUS MAXIMUM LOT COVERAGE (BLDGS) 35% 34.5% Iv MAXIMUM DWELLING UNITY DENSITY/ACRE N/A N/A ' ` w ZONE > 1000' FROM OPEN SPACE N/A N/A ZONING TABLE NOTES: / Z 1. 100 FEET FROM STREET CENTERLINE IF ON NORTH MAIN STREET. LANE R, PROJECT 2. 35 FEET IF LOT ABUTS A RESIDENTIAL DISTRICT. IN SUCH CASES PARKING SHALL NOT BE 1 BOUNDARY PERMITTED IN THESE SETBACK AREAS UNLESS BUFFER SCREENS ARE PROVIDED. m M N 3. IN ALL DISTRICTS EXCEPT VILLAGE COMMERCIAL AND ANY CORRIDOR DEVELOPMENT DISTRICT, O o o FRONT SETBACKS ALONG ROUTE 114 SHALL BE A MINIMUM OF 100 FEET. FRONT SETBACKS SHALL Z a BE 100 FEET ALONG 125 IN INDUSTRIAL 1 AND 2 DISTRICTS; THE FIRST 50 FEET OF FRONT w 00 r, N SETBACKS UNDER THIS REQUIREMENT SHALL BE MADE TO PROVIDE AN EFFECTIVE VISUAL BUFFER w AND NO PARKING SHALL BE PERMITTED. H 4. ADJACENT TO RESIDENTIAL DISTRICTS, THE REQUIRED SIDE OR REAR SETBACK SHALL BE 100 Z N FEET. THE FIRST 50 FEET OF SUCH SETBACK ABUTTING THE RESIDENTIAL DISTRICT SHALL REMAIN w Y Y OPEN AND GREEN, BE SUITABLY LANDSCAPED, UN-BUILT UPON, UNPAVED AND NOT PARKED u ♦ E UPON. �❑ J 0 WE WE Z u° E E ce 415 u u PROJECT NOTES: OWNER: z H E 1. TOPOGRAPHIC INFORMATION SHOWN IS THE RESULT OF AN ACTUAL INSTRUMENT FIELD SURVEY CONDUCTED BY MIDDLETON FARMS, LLC ` O a 0 WILLIAMS & SPARAGES, LLC IN JULY 2018 THROUGH NOVEMBER 2021. 58 REAR PULASKI STREET 0 �/ 2. TOPOGRAPHIC INFORMATION SHOWN IS REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). PEABODY, MA 01960 O �O Z a a O 3. PROPERTY DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD AREA (ZONE A OR ZONE AE) AS SHOWN ON FLOOD LL INSURANCE RATE MAP NUMBER 25009C0381 F, EFFECTIVE DATE: JULY 3, 2012, APPLICANT: \ / J 4. PORTION OF PROPERTY LIES WITHIN A PUBLIC WATER SUPPLY WATERSHED (ZONE A) TRIBUTARY TO EMERSON BROOK. 58 RE TON FARMS, LLCAR PULASKI STREET `� / p M PEABODY MA 01960 N 5. PROPERTY IN NORTH ANDOVER DOES NOT LIE WITHIN THE LAKE COCHICHEWICK WATERSHED. RE �� U 0 O 6. EXISTING UTILITIES SHOWN ARE THE RESULT OF AN ACTUAL INSTRUMENT SURVEY PERFORMED BY WILLIAMS & , O 0 0 2 SPARAGES LLC. NO REPRESENTATION OR WARRANTEE IS MADE REGARDING THE ACCURACY OF THE LOCATION OR PARCEL INFORMATION: O PRESENCE OF SUBSURFACE UTILITIES AND THOSE UTILITIES SHOWN SHOULD BE CONSIDERED APPROXIMATE. J w MIDDLETON ADDRESS: 336 NORTH MAIN STREET, MIDDLETON, MA N 7. ALL UTILITIES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION AND \ O/ w MIDDLETON ASSESSORS: MAP 9, PARCEL 20 !i oC o SHALL NOTIFY THE OWNER'S REPRESENTATIVE IF EXISTING CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN \ p o THAT WILL PREVENT THE PROPOSED WORK FROM BEING COMPLETED AS INTENDED. NORTH ANDOVER ADDRESS: 0 TURNPIKE STREET, NORTH ANDOVER, MA LA N N NORTH ANDOVER ASSESSORS: MAP 108A, PARCEL 15 8. IF DURING CONSTRUCTION A CONFLICT SHOULD ARISE BETWEEN AN EXISTING UTILITY AND PROPOSED WORK THE Z CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING FOR RESOLUTION OF THE CONFLICT. Q O r rn DEED REFERENCES: 9. CONTRACTOR TO CALL DIGSAFE PRIOR TO CONSTRUCTION (411), TO UPDATE TICKET AND/OR VERIFY TICKET MIDDLETON: BOOK 40715 PAGE 566 C) w VALIDATION. DIGSAFE TICKET IS VALID 30 DAYS FROM THE DATE OF ISSUE. BEYOND THIS POINT, TICKETS ARE VALID NORTH ANDOVER: BOOK 17340 PAGE 267 \ / Q v INDEFINITELY, PROVIDED THAT 1) THE MARKS ARE MAINTAINED, AND 2) THE WORK IS CONTINUOUS. �G p U 10. THE PROPOSED WATER CONNECTION SIZE, TYPE & LOCATION ARE TO BE DESIGNED IN ACCORDANCE WITH 248 CMR O O N Q 10.00: UNIFORM STATE PLUMBING CODE. 11. ALL PROPOSED DRAIN PIPES ARE TO BE HDPE OR APPROVED EQUIVALENT UNLESS OTHERWISE SPECIFIED. O - �_ 110 12. THE INSTALLATION OF DRAINAGE STRUCTURES, ESPECIALLY THE HDPE PIPE AND UNDERGROUND DETENTION SYSTEM, M O SHALL ADHERE STRICTLY TO THE MANUFACTURERS INSTALLATION REQUIREMENTS TO MEET AASHTO LOADING rn REQUIREMENTS. 13. WHEREVER FEASIBLE, SEWERS WILL BE LAID AT A MINIMUM OF 10 FEET, HORIZONTALLY, FROM ANY EXISTING OR N PROPOSED WATER MAIN. SHOULD LOCAL CONDITIONS PREVENT A LATERAL SEPARATION OF 10 FEET TO A WATER MAIN TOWN OF MIDDLETON [V THE SEWER MAIN WILL BE LAID IN A SEPARATE TRENCH AND THE ELEVATION OF THE CROWN OF THE SEWER PLACED ZONING BOARD OF APPEALS u LL AT LEAST 18 INCHES BELOW THE INVERT OF THE WATER MAIN. WHENEVER SEWERS MUST CROSS UNDER WATER MAINS, THE SEWER SHALL BE LAID AT SUCH AN ELEVATION THAT THE CROWN OF THE SEWER IS AT LEAST 18 ' ' 0 INCHES BELOW THE WATER MAIN. WHEN IT IS IMPOSSIBLE TO OBTAIN HORIZONTAL OR VERTICAL SEPARATION AS V STIPULATED ABOVE, BOTH THE WATER MAIN AND SEWER SHOULD BE ENCASED IN CONCRETE FOR 10 FEET EITHER Z r SIDE OF THE CROSSING. 14. THE APPLICANT SHALL COORDINATE WITH THE MIDDLETON WATER DIVISION TO ENSURE PROPER DOMESTIC AND FIRE Lu FLOWS PRIOR TO BUILDING PERMIT. Q W 15. PROPOSED CATCH BASINS TO BE FITTED WITH SILT SACK OR APPROVED EQUAL WHEN INSTALLED AND REMOVED DATE: _ AFTER FINAL PAVEMENT COURSE IS LAID. ul) 16. ALL PROPOSED ELECTRICAL CONNECTIONS SHALL BE UNDERGROUND. v o „INTERSECTION„ "ENTERING NORTH RIM"136.62 RIM=136.29 "HELENE JOY CB LEGEND OF w CB RIM-133.03 SYMBOLS c °' ANDOVER MIDDLETON" RIM 136 63 DMH SCHOOL OF DANCE" -� - -o 2 MAILBOX MAILBOX ^M N #5272 CBB x = RIM=136.28 E ; ; ® c, 1� Q_ = CBB 64 w cc.. ; x , EXISTING CONTOUR �F^o ff^w — x . .. - F� ` TURNPIKE STREET ROUTE 1 14 x � EP x x E� x ' — _ EP x x x NORTH MAIN STREET ROUTE 1 14 EXISTING SPOT ELEVATION x 0 —x _ ( ) � =o, z z (80' WIDE - PUBLIC) g o X w (60' WIDE - PUBLIC) w�^ LL 1946 STATE HIGHWAY ALTERATION X x x x x x x x 1912 STATE HIGHWAY LAYOUT EXISTING DRAIN D D D MAILBOX p r^ x, EP x x x x x x EXISTING DRAIN MANHOLE �L - . x� . -� :_, ... G — "G — G . — G "'G G G G - G G G U G' - - — _x GG x -.: w W W W x r o EXISTING CATCH BASIN x x x 43819 50 X x x x MILE 80" 87 >: x �� X Lr x x SIGN ' x � EXISTING WATER w w D "SPEED LIMIT "MIDDLETON x„NO U 45 MPH' GRAVEL S PLY" x x x x DRIVE _ TURN" EXISTING UTILITY POLE L SIGN x WELCOME TO T o �'' x x \ EXISTING GAS GATE GAG MIDDLETON" WELL x FM EXISTING ELECTRIC METER C, x x "CAUTION x x �� � FM x ' x < DRIVE — �� F� EXISTING TEST PI /PERC 0o T 1 Z O x SLOW" 4METAL .�rFo' < � ` ` � � EXISTING OVERHEAD WIRES - : - �� � � FENCE R �� x x \ 4� +J 104 00 x x x T x ' k CCB J N J N x _ L METAL / —. �� F F 41 gR x� �\ \ EXISTING CURB �' �W x FENCE +. + x _ A :x �� EXISTING EDGE OF FP x virn �, rn E E �� ,;. P i°WALL xx PAVEMENT o o \X x �` _\, ,` � c� Q � rd Q — ��o A x :F 2 STORY _ . . +r 00 0 = GL �� _ — Ep PAVEMENTx WOOD EXISTING STONE WALL o a o a r� +r x- x HOUSE a� c� u 5G x o EDGE OF BORDERING —.—.—.—.—.—.— � oC c• -a s o VEGETATED WETLAND 00 a o 50 - S x �j x G,C.- 135.59 x x'_. Ff Q x x E M ,, x �b'=T 02 Le) a- Q � Lna 5 xh, HVAc �F �� SxF+ EDGE OF ISOLATED ————————— LIMIT OF ISOLATED x 25 OF� .;; x X < . To ti o VEGETATED x ' ='Y' 'vs x� ors VEGETATED WETLAND o WETLAND 2,045 ft2 �, x _ o .— -- / ,xx� %SS��x9x v ti 0 CONSERVATION F.F.-135 86 x x ����� �o�<< LIMIT OF 25' BUFFER 25 Q o o _;. :. p D4 zS POST (TYP.) 1 2 I OQ i x A X FROM WETLAND o N PROPANE i p v a) o STORY TANK x c� p = a LIMIT OF 50' BUFFER D1 D3 9 WOOD x FROM WETLAND 50 0 g o 0 0 J/ �_ i DE i pg �� x i-IBARN a D1-7 DM DID x� o _ V OIL x ,. .-x X ;: U X D16 -b ��.D13 D11� _. x LIMIT OF 1 00' BUFFER goo w a v) v) o x TANK x FROM WETLAND U a) (V o x .. o D15 D14 �� _- T E N Lu �2 � c E a1 / LIMIT OF 200' FROM 0o co os A_ \ 200 -0 z cG cd O5 - 9 o x x T w m � � ti x � � \ � TRIBUTARY TO PUBLIC � x x. sz o �. x` / WATER SUPPLY (ZONE A) � v _ c BOULDERS \ / � 3 .> Y, > o � � os � oS x x 00 o x / o � � � - - x, PAVEMENT x , . — _ ___x__ x 00 00l / x O0� OOL x x x _APPROXIMATE LOCATION x _ x OF START OF STREAM x xxq p x CHANNEL SHOWN ON x x x _,, �4NrF w MASSMAPPER ,, v) x x x x x x, GRAVEL x x x 2 ST y x x x x x ooa / EXISTING AREA DRAIN x '` \ RIM- 29.8 xoA x x x _�. UNDER WATER x x s�V TVD / Y x V -.� s x / x M / / x y o �FkiST DC APPROXIMATE LOCATION x� sr Nc w x ©o y o OF INTERMITTENT STREAM x > 8'H CHAIN ' ��T � x CHANNEL SHOWN ON x �` � x � � � � ���: x x � LINK FENCE ; CONC. x - o i 4 MASSMAPPER x x x _ z V x X 2 x x �� Q i X x O �>> / \ x x �� xx x H M M N / J � X X x \ z N N N x X _ X � X �i x O x x YO �O ,':: w O'J n N x x x J` Q x SHED oC \ x4 x x ti < x z N T x A T /X , 4x x x x �� �� xLLJ x V .. x x — E a O x x_ o� x zX x 200 200 c u u� x X;. 2-OD > > x x 24" HDP x x o a x x o NV 24e7± x \ x zoo x Z ° v x x x x V o x x .. x x Z - x LEDGE X x ; x x - (TYP.) x o. x x 20 J x x xWEXISTING Goo FILL o x U x - x x � x �. �:.� PILE �� � — \ jxl , 4 --- \\ 4 x x x 00 x x x x VO �A v'A H w ' >: ,x x .x BOULDER PIT o� x, x o. A7 L N :: . o CD x x M. x10o` 70o L Al 1 —--fir``� - (n N (V /� x — A10 A9 z 0 / X a 00 100 x _ X x . . x .X x xo°. APPROXIMATE , ° ` M x LOCATION METAL Z Q Z) x x PIPE (UNDER WATER) L U U x - oCLn x LEDGE oo x �<o x O cv Q o x x W x \ o x z o A DIRECTION x - — (TYP.) 5 OF FLOW I ,N / 110 S �X FILL A13 m x 0 _ �_ X x _ m O \ x x _ x x N SoILE �x �� �0 _` „ o 50 � 50 0 x x ti w > x _ SO x _ x / S " "� ��� "�� � Al LIMIT OF ISOLATED 2 \ \ x - . a x VEGETATED WETLAND X\ 317 25 25 So goo x - boo x x x _ xL� IA15N (V [V \ 25 x x A C8 C7 0 < � o, A20 „ x o�_ _ O o x o - _ � � � ( ( ' ' � Al 6 A19 � 0 � S S xo x x x . .. 6 (V Z - / � — B15 314 B13 >. B12 x x x x 6) 24" COP ( A1�\ W zS S x LF INV 1 17.9+ C5 < W 311 \. 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X x k x x x x - _ n\�� x O w` xx z x x � x P o X , >x X i� _ , x nm � x � x i � � 1 m 0 . ram' i � X X o x X X x 1 x x ' O D x DO � � A X,.� x Ln / \ 0 D FTl FT1 X x \ x x x zN � F- � � / X x D FT] � x �! z X � z < � x F- 11 x x ^m OX � � z � O L" D \ mz C n / x "X < � z + X ; O � < z < zm x O x x z �> mF � --- — - x .: 'x < 00 � ., 71 x xx - z < x x ' / Cx r-� — x Lyl 100 00 X X 1 / O O n � O ,,, x y —X- — � D� � � l 0 X X _ ' z D 0 205' X x i 0 c x X X -100 X �)� X 50 —� x xso x X b , „ 50 x x x> x x Xx x x, 25 o x x X c� T ao �X ��0; / \OO X ,. x X XX X'" C) / �""y�� O W / r, x Y O o .-.., x FM X / X x X. - x x /00 x X x u x, - < F X c� x x x 7 D O x o F \ \ o x j^� O w N X x �] O �S y �� O 2S vx X X > X F- M lot, n X x x G �,ii, Z Z N n x + -U 5 5 x x xFT10 xCD C'. ,,: ,.�. X " O x 0: X s" x - �. X / R,\ N �� 2 i X— X / 0 x x :,: . o� x z O D 0 0 0 C O XqLx o q -1 Z z z o o /.. / o 0� �'� '✓ O m M x Xx x / Og 0 OS Oz o / 0 - - X / X X x� X o - x — _ X a x °�� oo, — x x A ( \ ao� / - x X / o y�6 \ / / x F- X 00 X/ X x x ., O X .. x x Doti x X _.`.� I X x�Z O�y �ti4, X- 001, 0Z D }Oa � X" x11 D 1 �� D � 0 D" A V � �, EXISTING CONDITION PLAN SEAL Designed By: MEM Owner: Drawn By: MEM Middleton Farms, LLC Reviewed By: CPS 58 Rear Pulaski Street 336 NORTH MAIN STREET, MIDDLETON / 0 TURNPIKE STREET, NORTH ANDOVER Project Manager: CPS Peabody, MA 01960i�� " ° Job File Number: MIDD-270A WILLIAMS oo, 0' 20' 40' 80' 6 12 Drawing File Folder: MIDD207 DRAWING: C2.2 5 11 Applicant: SPARAGES ENGINEERS I SCIENTISTS I SURVEYORS 4 10 Drawing Issued for Review Middleton Farms' LLC 189 NORTH MAIN STREET SCALE: 1 "=40' SUITE 101 3 Fire Department Comments 8/28/2023 9 DrawingIssued for Permit 58 Rear Pulaski Street MIDDLETON, MA 01949 PHONE:(978) 539-11088 SHEET 3 OF 22 Peabody, MA 01960 S 2 Peer Review Comments 7/28/2023 8 FAX:(978) 539-8200 AUGUST 30, 2022 0 Drawing Issued for Construction WSENGINEERS.COM 1 Peer Review Comments 12/20/2022 7 F—I W w X N F O `/I) Z oNoo \ X x x 'X X � vmi�U w m N u I Z X x .: � X - X : . x X ,�, X .'' x X l F O rn I�1 W �� W W � W W W W W W W - �oF . _ Xx x " x x X. x _ x ,. . wz X x � W xWC W I� o�- � � TURNPIKE STREET (ROUTE 114) x W� _ X x x NORTH MAIN STREET (ROUTE 1 14) Q+ 3o)�o o x z (80 WIDE — PUBLIC) Qo < 1946 STATE HIGHWAY ALTERATION x �-ti_�_ �� X x � � — x _ _, x _ x —X (60' WIDE — PUBLIC) x \ 1912 STATE HIGHWAY LAYOUT X :; X x :. . . x k x x x ,. , x x x x f x � x x xx x x x X,. x ... .x x x � �// ///.:� X x xX u .�� y:� x x x x X ��� x ON Xx x x x, .:., x =x_ x_ X " x S x X 'x x _. X v _x x X _ x x� x FM \ X - x x �� %< /X X x xLG - X MAS' _ WS WS WS OAKRIDGE VILLAGE = xws ' , �� c c _ c c c� � — _ N334 &K INDUSTRIAL MAP 1 08C LOT 38 x �� Ws�. s� „ STRIAE x x HYD � < x . : > .:.yX x x x PROPERTIES U U x > �� ' �00 x ,x xx x \ x = AP 9 LOT C � o r . � _ T 19 � � rn � � rn 0 � 00 x E v p E v p \x .. in in — t X 3 k :� >.. S X� _ _ 0 x \ / x x co yr, \C �� \�O �:° s\ x + Q ° \ � c� y oo 0 ce 50 00 so x X ����S�O r x 02 � a Q a h �50 x x �r,. \ \ �Ci �o�+'s LIMIT OF ISOLATED x � 25 y . x�; VEGETATED x ' _ .: x \ y� �� F xs �� s �° �xc WETLAND 2,045 ft� �� o >. =--4� �` `L� ��O \ x xx%��� °ti�9� .' D4 o / ������ .fro m 0 x ° O � o x D S / (Q i� �� „� . N > o :. �,� .. 0 N X x x D5 xFo�o ���, \ x 0 a U D8 / x b ii� i 0 D1 D3 s \ x D6 a Po ��O F ,� O a g o 0 0 D 1 '( Y i X �. J_ D9 � o a HYD � � i � � � x ,. 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A 13 m O x � x . ; . x o x x x ,�� M 50 � 50 �� S0 00 x -w X. x , x s x x " Al LIMIT OF ISOLATED X x VrN D VEGETATED WETLANDX\ XX (Y1 X x a 11 B17 \ 25 25 25 60 °o x x 100 X x x x .._ X A15N "' C8 0 Q, A20 U LL \ C7 �= x o_, 00 o x Al 6 A19 BIt" 2 x x �;_ ', x 0 � x x x 6 00 °° N/F A17 � _ Z � B COMM WEALTH OF MASSACHUSETTS „ x x° C9 :x.. \ g Al/� B15B 14 Lu B13 �s HAROL PARKER STATE FOREST x x =x 1 / x Lu B11 S0 ,..x C5 o°o ...'.... 50 5x C19 / / x x �/ x 0 ` X x � x o� .- x ,.: x x x X x x x x x X x l�n W W W x W W W - z �aoO X x x X wG x W.. W W x W W W 1-I z Q ^m viS wG x xX X TURNPIKE STREET (ROUTE 1 14) N ExISTINc wELL AND ALL w o°° z \ APPURTENANCES TO BE NORTH MAIN STREET (ROUTE 1 14) a =°-0 z X w x X REMOVED TO ELEVATION 131 f x x x 'X x < X C/�w�°��a � � X X x 8' WIDE RIP 60' WIDE - PUBLIC (80 WIDE - PUBLIC) 4 WIDE BERM ) BC=136.95 N BC=136.75 RAP SPILLWAY EL.=136.00 1912 STATE HIGHWAY LAYOUT 1946 STATE HIGHWAY ALTERATION \ TC=137.45 I TC=137.25 EL.=134.75 �i x x x x X x S x x s X T i x x x X x 2' WIDE BERM x END IMPERVIOUS x { x x ; x \ EL.=135.50 CORE X x _ X x � x \ \ \ IND IMPERVIOUS x x CORE X x „ , FG=136.00 � +� u + SWMA3P x J o J o SWMA1P J J �O INFILTRATION BASIN SEDIMENT FOREBAY �; � �; 'A BOTTOM EL=133.85 \ 0�L \ 0 BOTTOM EL=134.00 o E o TOP EL=136.00 Ln \ � TOP EL=135.50 2' WIDE BERM � Q ' Q - ' SWMA2P EL.=135.50 s 2 x , x SEDIMENT FOREBAY o a >; o >; BOTTOM EL=134.00 o u a o x u , TOP EL=135.50 TW= e � _ 138 0 x X x \ BW=136.0 x _ Q-2 - 00 x G x X O2Le) Q � Lna X �. x its _ 0 ws wS ws ws W -ws-ws-ws- ws x v -; G G. G G G G G G G X �tiws� Q O ws f� a� v� �5 TW=138.0 G G ws Q r.� > \ X BW=136.0 r: �c �� ws s- HrD " a U 100 10D x X x f. X ;:... .. 0 x �MP ��X� w N 0 O O O x 00 x x ° n ° F���FM U GJ GJ GJ 00 - x \ '� FM 2 d i i � vi vi 0 X / 100 x qX xLLJ LL X ,. - F y v � o 00 X ° X - x X O 3 - ��, m �1 \ d \ m RIP RAP OUTLET ,, m z " goo ° BOT EL.=133.25 �s °J c' �1 x x. X �� � � TOP EL.=134.00 1' WIDE � �° „ �- � � � X � ��.-:, �� � > aJ � N x x EARTH BERM 0 c°'c a 0 0 X x EL.=134.00s O x lQp 50 x - X 50 x X E J LIMIT OF ISOLATED �/ X 25 �p Q 0 'V x,_ vwi VEGETATED 50 F c I" , �� �i / x _ s WETLAND 2,045 ft� X �� x x VQ / x o BC=142.33 / �O 25 TC=142.85 X N E� / o \ 5 0 BC=142.35 x 5, TC=142.85 x BC=142.50 x \° 4 D4_, x"��. TC=143.00 �\ iV� ti ✓'.' �s WSIT. FG-142.07 / /� < X / / D5 ��--��FG=142.15 FM O p� �l� . v \ o - .. D3� % �s� F4 Po D 1 D 6 �C=142.35 k / QO C� A �/ , D8 s TC=142.85 \ A \�\ ' / DSO a x I � s / � X ,_. .. D17# � D7 I o /v� FG=143.00 \ \\� f`� / \ LLJ > D 10 �s PO \� \�� �\ O O o - D16 D15 D13 i z l - N D 14 __-A, D 1 1 / �s x BC=142.40 /'J' Q �:' S� TC=142.90 \ FG=142.40 Po p�Q�\� J ^� o rn oo i. \ D12 i BC=141.43 o \ �`p �\� o O / OC m m N x X x / x, TC=141.93 5/vds O Po \OO\i�c / O 0 0 oN \ ` N N \ 00 0 ° / / X / N N X N o x qL VAS \ v. / LJJ °o x LLJ W � 52 � o c yYD/ x :, x co LJJ v c c FG=142.40 \ E a� d a E E l'p0 'li Po / - �011 '\ E v os \ x ° O X �� < O w a> os BC=142.40 A\ o ; v 00 OS os OS TC=142.90 \ °\S x J \�' �� z v a a Q O _ O \ V / J BC=140.33 p Lu D X y V��\ / Q "o v v m N 00, y0 TC=140.83 FG=142.40 Pox x x1I,,. 0 \,� / z w p 00 x k" \ / / LLJ O �O 1 LA o 00 X � x / < Z - =_ O 01 � \� -CD L1J Po f V 0o l 00, x FG=142.40 \ ��� _ U U Q = Q 00 °° .:.', BC=142.40 P° / '�`���'�� O Q 001 x ... TC=142.90 / pp O ��, Z 00l � 0 o N z x x \ FG=142.13 / V��� rv1 rr1 O BC=139.43 FOOTPRINT IN NORTH A 4 TC=139.93 x ? ANDOVER= 106,321 ft2 R P° ry) N FF= 143.00 FG=142.13 U LL O x \� 0 x °° FG=142.40 \ z FG=142.40 FG=142.07 x Po w x . FG=142.13 x L r X X 00 P Bw-136.0 LEGEND OF SYMBOLS & W °w U w y v v x X F�� x ABBREVIATIONS � z � �C) 0 ws s ws ws w ws ws ws ws � ' w x ws . . x , / �� EXISTING CONTOUR " w CA X - zZwOZ �''z G G, G G G G G G G �oF �- Z TW=138.0 c c ws ws ws �o �\ \ EXISTING SPOT ELEVATION w o o X w BW=136.0 G, �\ -�Ws HYo � °` \ �� EXISTING DRAIN x F FM EXISTING DRAIN MANHOLE DO PROPOSED PRESBY SOIL F�F \ \ \ \ EXISTING CATCH BASIN 00 ABSORPTION SYSTEM _ x S EXISTING WATER W W EXISTING UTILITY POLE X s x \ EXISTING GAS GATE 0 11000'X" �s �� EXISTING ELECTRIC METER o EXISTING TEST PIT/PERC x 10 - \ EXISTING OVERHEAD WIRES - - - ,\ / \ x X \�� EXISTING CURB cce o o \� Q Nr O EP � � rn � (A EXISTING EDGE OF PAVEMENT ° ` ' \ S EXISTING STONE WALL Li c IL _ . . ^ �- EDGE OF BORDERING VEGETATED a... p - - - - - - - a, a, F� �, V�Q �� / \ s �� � \ �� y� y � WETLAND � �o - � � -00 / x �0\�\�V �V�V \ EDGE OF ISOLATED VEGETATED p 2 � a_ Q 2 Lr) CL / �iC A� ��' •� 4\ �V ' � �' � �' � WETLAND --------- � FQp BC=142.50 x `2 O TC=143.00 / \� O \� x LIMIT OF 25' BUFFER FROM u x W ETLAN D 25 � i x in / Q'�Q ��'�O �s ^ N E fFG=142.07 FG=142.40 / ° �\ �`� F �O ��', \ x\ LIMIT OF 50 BUFFER FROM N p v a, O �► % i �� WETLAND 50 1 p a U p O O O LIMIT OF 100' BUFFER FROM goo U aJ ate' ate' ate' WETLAND v� . AA Y / W i i v) v) 0 LIMIT OF 200' FROM TRIBUTARY TO �'-'� \ \ x PUBLIC WATER SUPPLY (ZONE A) zoo m . m = if 3 3 3 Q /Gj+l Q / x / z =142.0 \ j FG=142.40 o QQ� A\/ 'J �! x m } aJ O l ,`Q\" �� / \ " . PROPOSED CONTOUR C \ _ _ a� LL ` ``s PROPOSED SILTATION CONTROL 0 0 � a p 0 X / �� ,` / PROPOSED LIMIT OF WORK Q \ / x �'� PROPOSED SPOT ELEVATION +136.00 AA y OO� PROPOSED CATCH BASIN FG=142.40 \ / + "JQ \ X X a PROPOSED DRAIN n u a��F PROPOSED ROOF DRAIN Ro Ro Ro O F XX \ BC=142.40 \� PROPOSED DRAINAGE ARROW TC-142.90 x / F""� / BC BOTTOM CURB Q X",,,. LLJ �J \� s _ TC TOP CURB BW BOTTOM WALL Q GJ, x F TW TOP WALL FG=142.ao - o x °� FG FINISHED GRADE v O A F0 ,gyp �`L' / \ �� / x / s x X / ° \ Al FG=142.40 / + TC=142.90 / . G ^ LLJ o V \ \ FG=142.13 O ; / \OO� \ / h x Q �lcx af m M N X \ ``s ��� O No No \ O / - Q FG=142.13 A� \\�\ �\rQ \.. �\ z N ^' w 00 r FG=142.40 Q °� ��. / \ TW=138.0 S� Lu FG=142.40 FG=142.07 w ° ����� / �� BW=136.0 �/��yy V) V FG=142.13 Ead \ J < c c x � E E E FG=142.13 o V \\' �(� �z E a'i aa'i FG=142.90 / \� r Q / \ O a w a', cwl- FG=142.40 \ FG=142.40 xO / J C Q 2� Z v a a G J 2S STy o `°°�O� N� \ LLJ 9 / ! x ��s xoa FG=142.90 /A' FG=142.40 At Q v m N 0o V - It ° o 0 Lu QQ / TW=142.0Lu Q�\ GJ 1 / BW=134.0 ~ N N FG=142.40 pox ^ °Q'� / + SV�� V1 X ° �Ai�' 'VQ \VJ t�'L TW=142.0 Q BW=134.5 u v x Q + o T r BC=142.40 TC=142.90 \ O Po ° Dc � F '� 1 �• \ 7F�js r, FOOTPRINT IN NORTH "' 2 FG-142.40 x ,� x ANDOVER= 106,321 ft xr - °\ �` �� oo R1 m FF= 143.00 �� N \x ,� '\ ,� \�� T� U w x ' \ \�\ QQ s� 0 x O �O�Q� �`L• 3 \ w x x BC=142.40 X FG=142.50 a TCC=142.90 -� � y' � X X I O \X O X x I \ O� co \ X O { i • O O xCD �S O x z O x m CA o X I X N o • X' W x" O X x ... ti x „ � f— +131.5 x �. o0 ,[ o "x F � o ;0 xo f x x x x co ` ox x co x x I121 / o C4 CA n n ,, x p N OX (A� CA p 00 . ,. ... x 6-1 O ? x ' O x X x O ! 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AO 3rr\����5` ?o O 6' G , ��� °o / o p p2 g� S o \ / cyl ° n O T VA �/ �� FM FM , Is, o o� O G �0_q; 00 �2���AN A T �� O O 5� s s � 1 ? -p , � � sp ? o�0'so o / �� j� �r4, / VA ' � — 2 so / \ p s � ? -� 25 / �s OQ O G _1O CD . � ca �00�� ., CO �sSM / N D O - c, S � / Z O Z S � / 09 o ,h'S / / � 0 I•Tl > < c r. ° < C OOl e� O \ � O°° 00 OyY \ O O °moo Aj oo° 0,- /0 0? �D �� D D D d}°�D _ W I D D� < rF71 / / D � 0� G-) - o� / 1 D O I C � N 71 F71 D � \ O �_-) (n LD \ \ * 0 W� \ �� z � >� \ o` o \ UTILITY PLAN SEAL Designed By: MEM Owner: Drawn By: MEM Middleton Farms, LLC Reviewed By: CPS 58 Rear Pulaski Street 336 NORTH MAIN STREET, MIDDLETON / 0 TURNPIKE STREET, NORTH ANDOVER Project Manager: CPS Peabody, MA 01960 srN"u" ° Job File Number: MIDD-270A WILLIAMS 0' 20' 40' 80' 6 12 Drawing File Folder: MIDD270 DRAWING: C4. 1 5 11 Applicant: SPARAGES ENGINEERS I SCIENTISTS I SURVEYORS 4 10 Drawing Issued for Review Middleton Farms' LLC 189 NORTH MAIN STREET SCALE: 1 "=40' SUITE 101 3 Fire Department Comments 8/28/2023 9 Drawin Issued for Permit 58 Rear Pulaski Street MIDDLETON, MA 01949 g PHONE:(978) 539-8088 SHEET 9 OF 22 Peabody, MA 01960 2 Peer Review Comments 7/28/2023 8 FAX:(978) 539-8200 AUGUST 30, 2022 1 1 Peer Review Comments 12/20/2022 7 0 Drawing Issued for Construction WSENCINEERS.COM �w W W W W W W W W w W W W Nz aMo wG CONNECT PROPOSED 8" DICL WATER r--i a ° N w� END PROPOSED 8" wGN MAIN TO EXISTING 12" WATER MAIN AT--> N o o Z DICL WATER MAIN PROPOSED 325 NORTH MAIN STREET. 721 f L.F. i--+ `^� ° w v �rnFO0oj Lu x8" TEE TURNPIKE STREET (ROUTE 114) \ PROPOSED 8" N W/$8' GATES NORTH MAIN STREET (ROUTE 114) w�N LL (80' WIDE — PUBLIC) L SERVICE EXISTING GAS _ (60 WIDE — PUBLIC) 1946 STATE HIGHWAY ALTERATION SWMAIP SWMA2P 1912 STATE HIGHWAY LAYOUT 6—PL-60#-2002 cn SEDIMENT SEDIMENT FOREBAY FOREBAY 2 oIS s \ RIP RAP APRON V A \ r RIP RAP APRON WIDTH AT PIPE=3' WIDTH=17' WIDTH AT END=7' RIP RAC APRON r LENGTH=15' LENGTF =6' U v U \ WIDTH=8'� THICKNESS=9" SWMA3P DE>PTH=-18" �' �' \ LENGTH=10' \ D50=6" INFILTRATION �0=5 V v� THICKNESS=9�� RIP RAP APRON BASIN E 'N o E 'N o \ �iif7 Dso=6 WIDTH=17' Q Q / » _ LENGTH=17' 8"x6„ Yri-1'?"II+1V=136.00 }: \ 12 INV=134.12 THICKNESS=9 6" DICL FIRE o \ REDUCER a� U v D50=6°° SERVICE W/FIRE v — O - — a� o �s .� �—r i DEPARTMENT �_ °C Q.2ce \ \ \s \ \ CONNECTION O 00 a 00 Q a on n n n n � \ �O� ws ws ws ws ws ws ws ws ws WS_ 4" DICL ° \ 5 8" DICL WATER ws ws DOMESTIC O G G G G G G G G G � ws� SERVICE Q O \ 4D GAS SERVICE G — ws o °' E '^ J � G � ws w ^ N v L o s Ws- HYD Q d U PROPOSED N 02 - 0 0 `L Fn, HYDRANT CL -a -0 -a \ 12"INV=133.42 \ 3FV-,N.;, W/6" GATE N \ \ PROPOSED PRESBY SOIL , o In Ln 0 \ ABSORPTION SYSTEM �s � �s w . . " a, L — \ C w3 S \ �s \ m g co Q -0 �� Z \ RIP RAP BASIN \ w ._ 21 ) v U D50-5» o � �s � .o o � L , THICKNESS-18 ❑ ❑ � a \ /s F Na �s- LIMIT OF ISOLATED `nVQ / Lu VEGETATED WETLAND 2,045 ft2 N F� CLEANOUT RIM=142.56 / \� �\'� (83 \ 15"INV=139.00 \ D4 /ws� ws \ \� \ \ �► s�wS / PROPOSED / F��� �r \ 2 1-1i D5 �' FM HYDRANT / \ D3� i yes/ F� W/6" GATE i� D1 D6r / D8 � ycl \ D91 0 s D17 # p I �� HYD. Lu D 10 4 D15 i s P \ 0 D13 � o ��p / D16 D14_ — -A, D11 D12 i 4S/ �O N N N O rq O O O 0 O,o \� / z �s FIRE f\ / ° DEPARTMENT �\� W 00 N N N s CONNECTION HYD/ (n FCP 6N�r� Q Z YCD ao a v v Po -D \ p O E a a DGCB3 Pa Lu RIM=141.00 D \�� j p m N 12B1NV=136.83 Po OQ �� ❑ 12 HDPE \ 3000 GALLON _ o It L=4' S=1.0% Po CONCRETE / w N p� CDS1515-4 \ HOLDING TANK o 0 6 RIM=141.09 w/HDPE LINER / 12"INV=136.79 RIM=142.3f / Z _1 N 12" HDPE \P 4"INV.=TBD (COORD I" \,` �O� \\Jp o w rn_ L=4 S=1 .0% \ w/PLUMBING) N 30" RISER Pa 18" HDPE p8���\i 'jj o L TYPICAL 3 L=21' S=0.0% PLACES / ��O 1�r zz Q M FOOTPRINT IN NORTH \ 0 /CLEANOUT \�\� � M o RIM=142.56 ANDOVER= 106,321 ft2 15"INV=137.25 IN N N FF= 143.00 P 18"INV=136.50 OUT N C B 17 R� \\�\ s�'L U li RIM=139.20 `Op 12"INV=135.17 V O SWMA5P \ "� i '�p Z CONTECH 54 UNDERGROUND P° �O,�p� DETENTION SYSTEM \�� Lu W 1462 LF 16 G AGDE PERFORATED \ `n\OO �� 2 BOT STONE AREA=9.902 ft2 " DEPARTMENT CONNECTION /� �/ / �F� \ LEGEND OF SYMBOLSco 0 ws-ws-ws-ws-ws-ws-ws-ws-WS 4" DICL F° / �\ EDGE OF BORDERING VEGETATED Z a / 8" DICL WATER ws 'ws� DOMESTIC N O F ^ Z ws � / / �� WETLAND � � �� z � w G G G G G G G G G SERVICE F \ \ F O rn w WS GAS SERVICE ws �� i--� wow-j L a v c ws F� \ \ EDGE OF ISOLATED VEGETATED _________ � � �o = < uj ws G ws HYD °\ \ WETLAN D CJ) w�° a � F PROPOSED FM HYDRANT \ LIMIT OF 25' BUFFER FROM 25 s Q� WETLAND � �•/ PROPOSED PRESBY SOIL F�F \� � \ W/6>, GATE \ \ ABSORPTION SYSTEM LIMIT OF 50' BUFFER FROM �s \ WETLAND 50 \ �s \ \ LIMIT OF 100 BUFFER FROM \ \ goo WETLAND \ \ \ LIMIT OF 200' FROM TRIBUTARY TO \ PUBLIC WATER SUPPLY (ZONE A) zoo X. \ \ PROPOSED CATCH BASIN O j D PROPOSED DRAIN �1 O \�� K� / �� PROPOSED ROOF DRAIN Ro Ro Ro v ai \ �� �/ J i1 o J aJ o O�O� /0 4- a1 j 61 Nr�' / \ A �, CDS1515G1 y m � / m RIM= 41.25 Q . O O12"INV=137.61 °QQ � 0 O M \ _ _ F� CLEANOUT / / \VJ �s i��0� 0 0� �� 0 2 Ln Q 2 Ln a RIM=142.56 �� \ \ 15"INV=139.00/ / \�\J\ \\J �s 2 }, PROPOSED / / F� �O ,\Dc�' �s o N .(v E HYDRANT \�� \ \ N p (V a) O W/6" GATE 0 a u p - 4 g o 0 � 0 N . . . . M M w v, v, N co o V) .> O,o / 0 0 ° 0 �ti �< / o�Q�6�7,r O a / OA'�'� - bo FM DGCB3 4=141.00 D ✓=136.83 12" HDPE 3000 GALLON ' S=1.0% P° CONCRETE S1515-4 HOLDING TANK rI=141.09 w/HDPE LINER f ` V=136.79 RIM=142.3f / \,` (0- 2" HDPE \ 4"INV.=TBD (COORD / \�\ \�\ r0o S=1.0% \ P° w/PLUMBING) 30" RISER �° 18" HDPE TYPICAL 3 L=21' S=0.0% Q\ i1 \ / Lu PLACES O ° / 0 \ \ 0 CLEANOUT / z\ RIM=142.56 ti / �s = N _ R° 15"INV=137.25 IN \� / \� o N N Ro �° 18 INV 136.50 OUT �\ �\ b \ Q�\ '\ / CBS �� z o 0 0 i< RIM=141.25 /�9T - N N - o �� ���, / s 12 INV 137.25 S ��� w CONTECH 54" UNDERGROUND N Y Y Y DETENTION SYSTEM �\ / / V �SF� Z Lu ALUMINIZED TYPE 2 CMP \ \ �s Q o £ E 1462 LF 16 GUAGE PERFORATED / \� s�'L J Y BOT STONE AREA=9,902 f? \ / \'� bp \ BOT STONE BED EL=133.00 \ - - BOT CMP EL=133.50 �j� a t TOP CMP EL=138.00 \ °o / �� O� ��• a o�,T32� z a a TOP STONE EL=138.50 DMH21 2 S ST y O `` 121NV=136.75 IN CDS1515-4 / 12"INV=136.75 IN CDS1515-6 P° / \QO T N �s 12"INV=136.66 �� FT - p m N RIM=141.93 TO QF 9j J w 18 INV=136.50 IN ROOF DRAIN \ / \ 4/0 p 24"INV=136.00 OUT \ P°\ � \\\\ / �O g C) \\ / Lu \\�\� ,\r00 / \ O w N /< O `tom CDS1515-6 �, o RIM=141.30 �° FOo� �� / �� D S �T�O z II o 12"INV=136.79 s=\ '\ 6, S C _ rv, 12" HDPE un / / \ 1 �� - N u L=2 S=1.0% D \ �I bO \ o \ Ool '%er \� O%� \ \ems y0, 7 ��STi M rn FOOTPRINT IN NORTH DGCBS \ ��P° \�\QQ � \ \� l�oT0Ry N ANDOVER= 106,321 ft RIM=141.00 \ ,\ �s �o 0 rn cv FF= 143.00 12"INV=136.81 \ P° '\ \\J \ 12" HDPE \ \ \J\� \ Q0� � \ems � U L=4' S=1.0% �Q�� Gj� \ �s V \ CLEANOUT � _ O ^� RIM=142--.56 \�� 3 \ >' 15"INV=139.00 QQ ��/ \� CDS1515-10 W \ \�\ s RIM=141.85 W �s 12"INV'S=135.50 IN = �� 15"INV=135.50 OUT 0 c/T CONTECH 54" UNDERGROUND DETENTION SYSTEM 00C) ALUMINIZED TYPE 2 CMP 1462 LF 16 GUAGE PERFORATED BOT STONE AREA=9,902 ft2 w CLEANOUT BOT STONE BED EL=133.00 "�o o -�Z i PROPOSED BOT CMP EL=133.50 �-+ t°^J w -Z HYDRANT RIM=138.98 Lu W/6" GATE 0 18"INV=136.45 TOP CMP EL=138.00 Z3 0,N = X 02, -2 2 0- a \ TOP STONE EL=138.50 12"INV=136.75 IN CDS1515-4 12"INV=136.75 IN CDS1515-6 r^ 18"INV=136.50 IN ROOF DRAIN 24"INV=136.00 OUT Lu \ y� CDS1515-6 \ P SWMA4P RIM=141.30 `� CONTECH 48" UNDERGROUND 12"INV=136.79 DETENTION SYSTEM CDS1515-19 ALUMINIZED TYPE 2 CMP 12" HDPE �, 2635 LF 16 GUAGE PERFORATED RIM=138.21 d��p BOT STONE AREA=15,797 ft2 L=2' S=1.0% 12"INV'S=134.10 IN BOT STONE BED EL=132.00 15"INV=134.10 OUT AF\ BOT CMP EL=132.50 TOP CMP EL=136.50 ��. 15" HDPE ������ TOP STONE EL=137.00 (V O ( O L=12' S=1.0% / d'�,P 15"INV=133.98 IN CDS1515-19 DGCB5 V J J,\ 12"INV=134.20 IN CDS1515-16 RIM=141.00 E `�' E `" 12"INV=136.81 " o o 15 INV=134.14 IN CDS1515-14 CONC. 24"INV=133.80 IN ROOF DRAIN 11 Q w Q ° \ 12 HDPE � IL }, � a OQ Off° 241NV=134.25 OUT FOOTPRINT IN NORTH o _ C o L=4 S=1.0% 4- L- 0 M t ANDOVER= 106,321 ft2 v 2 rz o °' 24" HDPE � oc Q FF= 143.00 3: -2 00 m 0--o 00 Ln CLEANOUT RIM=138.98 2 DGCB1811--18"INV=134.40 IN u RIM=137.45 �° 24"INV=133.90 OUT CLEANOUT Q N (V Y RIM=138.98 N > E 12 1NV=134.50 \ i\ \ 18 INV=134.95 N 0 � a ° u P°.. N Q 0 30" RISER �; �a � g o 0 0 TYPICAL 4 \� �° u v (V (V ai PLACES S�\ w a V) V) 0 Ro j P 24 U u a� _ 'A co co (v m a) rG cd t RIM= 15" HDPE \ P° 24"INV=13 .2) 3 .T .� u- ' 3 L=10 \ S=1.0% � 24"INV=132. v � > °o � O CDS1515-16 RIM=138.00 12"INV=134.30 IN 12"INV=134.30 OUT F` DGCB15 RIM=137.45 12 HDPE 12"INV=134.50. L=20 S=1.0% 24" HDPE w L=9' S=1.0% D \ V' 24" HDPE L=33' S=1.5% 15 HDPE ° L=16' S=1.0% DMH2O - - RIM=138.14 12 HDPE L ° 24"INV=134.16 IN =12' S=1.7% 24"INV=129.50 OUT D °° DGCB13 RIM=137.45 ° a 12"INV=134.50 'Spp CLEANOUT w CDS1515-14 F RIM=138.98 > 4 RIM=137.86 89, 18"INV=136.45 p 12"INV'S=134.30 IN S� Q 15"INV=134.30 OUT ��A9 M M LSP2PROPOSED N RIP-RAP LEVEL SPREADER HYDRANT z o a 24"F.E.I NV=129.00 ws\� HYD W/6" GATE ws 00 ws w r N BOTTOM EL.=128.00 ws� w SIDE GRANITE EL.=129.17 Ws�ws� ws FRONT GRANITE EL.=129.00 ws -ws cn �ws� DGCB12 - ws ws ws ws ws ws Z w v RIM=138.60 in E E E 12"INV=135.50 Q z u° 0 J u j > � O Q v Z v a a JLu O LL lO L!1 M (V w N w O O ~ N N N z ° O Q � M O = Q u u O Ln Q z 110 B14 - - -� - - _ B12 '\ B13 BllLL '\ .\ U O \ Z B10 \ W W I aDC) O > �m m I I N D z O O N M Z I C'J O Z � O � I � � I N N I N I N I N I N N �N I Z � < Z r N w < C11 N oio � o II = I O � N � C — O 2 O � Z0 -4 AM N I C � N C N C I OL N I C N oo//` / I v 0 lo� \v U,CD — r x\ ZIIZ' p G II -P� o �m O O �a \\ 'p 0 F1 � " zz�� F71 m r / o � CC)o \" ���� � �s 0 oocoo or / s z z w 0: o0 0 M \ / 0�100 ;0 — / x\ / QO G� s o � "000Z 6) 0 / �s y .\ N .\ GO T 0) � \ s � W o/ O O C0 \ O U1 W `ys � O O O (0 \ Wi — / 0 Co 0 0�l Z �s� w� D m �s 0 (nN�C C) _ 0�W0 �0 N N � MMC () --A 1 Np000 E1 / < z r < ZmmmommoZC (AF` -0 S\�s o w mmmm II m L" w "N � wrrrr Mmz � N , sr�, o �0 � � II Ln moo, 11 II II II OO N0 (n II O Cn0� II = OOWWWWMOMNNOpK �p s\1 M � 0 O D(, O O = p O O �I O�N N C �R \" � 0 � C - 0Ln(j10 —mKMZM o m 9 O� Azo— �4m � z0000 'K�o�� om COD / o r w r 0 0 "000z -T1 0 r- / 0(n NNE i zo �m OOW D DDO� U zz��? r o M M�m m mmmZ r rrr< N II II II II � � wwNW m oocoo of o-oo m � �" N �0 o�IOO XIw z z II N < < cn II Uj�� Cn (A II I Ln cwn 0 _ 0 it IN 00 NJ W " j z f-D ----- (n 0 II m D � ib D o / D I DD D D / D I / < r r,1 \ G-) � c; / D fTl --I Uo D O II oCn I / / o II � � I L1���� m o c 0 0 �\ UTILITY PLAN SEAL Designed By: MEM Owner: Drawn By: MEM Middleton Farms, LLC Reviewed By: CPS 58 Rear Pulaski Street 336 NORTH MAIN STREET, MIDDLETON / 0 TURNPIKE STREET, NORTH ANDOVER Project Manager: CPS Peabody, MA 01960 Job File Number: MIDD-270A WILLIAMS 0' 10' 20' 40' 6 12 Drawing File Folder: MIDD270 � DRAWING: C4. 5 5 11 Applicant: SPARAGES ENGINEERS I SCIENTISTS I SURVEYORS 4 10 Drawing Issued for Review Middleton Farms' LLC 189 NORTH MAIN STREET SCALE: 1 "=20' SUITE 101 3 Fire Department Comments 8/28/2023 9 DrawingIssued for Permit 58 Rear Pulaski Street MIDDLETON, MA 01949 PHONE:(978) 539-8088 SHEET 13 OF 22 Peabody, MA 01960 S 2 Peer Review Comments 7/28/2023 8 FAX:(978) 539-8200 AUGUST 30, 2022 0 Drawing Issued for Construction WSENGINEERS.COM 1 Peer Review Comments 12/20/2022 7 MUTCD MIDDLETON PARKING CALCULATIONS TABLE v�o REFERENCE SIGN CBB MAILBOX MAILBOX w w cgg " CATEGORY REQUIRED PROVIDED TURNPIKE STREET ` J NORTH MAIN STREET Z WHOLESALE AND INDUSTRIAL: I-4 w -w STOP BAR (TYPICAL) ROUTE 114) 1 SPACE/1 .2 PERSON EMPLOYED ON LARGEST o p R w DO NOT (ROUTE 1 1 4) REMOVE 30 EMPLOYEES/1 .2-25 z SHIFT PLUS 1 SPACE/COMPANY OWNED & 26 �--� w o w w v R5-1 (80' WIDE — PUBLIC) R1-1 EXISTING (60' WIDE — PUBLIC) OPERATED VEHICLE & LOADING SPACE FOR ALL 0 COMPANY VEHICLES o o X w DRIVEWAY � N�aLL� ENTER 1946 STATE HIGHWAY \ -- 1912 STATE HIGHWAY LAYOUT DELIVERY OR SHIPPING TRUCKS ALTERATION — — — PROPOSED — R=24 a EXISTING SIGN - SIGN R-39.2 TO REMAIN \ e TOTAL 25 26 Q -V B=40.0 6' BREAK IN CURB 259.94 \ ACCESSIBILITY: 26-50 2 2 v y� FOR DRAINAGE 545°40'00"E \ NORTH ANDOVER PARKING CALCULATIONS TABLE 6.o' < � R1 -1 \ O z f 2.0' �' CATEGORY REQUIRED PROVIDED STOP O 1 5.0' END END Coll, R=39.2 RETWALL o c R&D ESTABLISHMENT: Q RETWALL N, z (17,000/1000) 0.80=14 14 � o cc 0.25 SPACES/1000 ft OF GFA END / INDUSTRIAL/WAREHOUSE: �- m BCC i (20,000/1000)*0.7=14 14 \ o \ OAKRIDGE VILLAGE END GUARDRAIL 0.7 SPACES 1000 ft2 OF GFA R6-1R ONE WAY F- �o MAP 108C LOT 38 GUARDRAIL R1-13 S&K INDUSTRIAL / w _ N PROPERTIES INDUSTRIAL/STORAGE: ( / )* 2 END GUARDRAIL c BCC 0.25 SPACES 1000 ft2 OF GFA 64,321 1000 0.25=16 17 334 NORTH MAIN STREET / MAP 9 LOT 19C RESERVED L �� 293.1' LOT WIDTH OFFICE AND BUSINESS SERVICES/OTHER: * U *' U }' O (5,000/1000) 3=15 15 J (V J °1 PARKING O 2 R7-8 �co 30.0' 9 �`'�� 3 SPACES/1000 ft2 OF GFA J � � J � tD ® -- ono A �� 170 �' �'� TOTAL 14+14+17+15=60 62 '� `� `� \ o� Ego Ego ° \ ACCESSIBILITY: 51 -75 3 3 LL it Q ui Q o R7-8P VAN �S �L� '� \� SOQ° �+ 4-1 o o ACDESSIBLE �� J�\� \�� ,�60 / �o ���� �o o LEGEND 0 F � 2 U s IXIDJ ce ,5' / � ��� ti � -a ce s - � � -0 LIMIT of ISOLATED op p� �' F s�9 ABBREVIATIONS �� F / o. 2c �o — CO (V W VEGETATED \ VOA' N�'o ti 'A 6��7� BCC BITUMINOUS CONCRETE CURB O WETLAND 2,045 ft 5�°°E \ / �L �,�( \�O �� %X ���� o S6� 0 'V �o J�\�\� '�rO 10 VGC VERTICAL GRANITE CURB' END 8' 220 i� .o / p�Q 'bl .° PRIVACY FENCE i� >> R1_ / FO p o Q o � �- > -91 '�'— —— \ 1 q r zGc ,�, o J��\� / oo ,6 95� cn 0_ 0 0 0 w 56 46.10 �- o y��\ �\ / �2 V( Dc( \�O {'� 3 w U �n N �n �s cyQ c oo o m z LL ` , 2) > o LL PARCEL AREA �, '�1 10 ���\g;�� / .0 ° o NORTH ANDOVER 9 s,� •� o° 308,61 1 ft2 of 7.085 ACRES `� �` 1� `� \� � s� R7-8 / V� \�( \gyp �o O 5 p,\ . -8P Q(Q��S� •p e� �/ 0 -11? t-10, �� o O o g�\ 7' WIDE CONCRETE -`o `P� ��, \Q C � 1 ,� END GUARDRAIL WALK AND In w NO MONLITHIC CURB (� r' `� \� ro / o s soo. �o °' J��\h / o END RETWALL f R7-8 9 o o \� s A900 ���� � Q�p�L��O/Lo O tipSFFy J \ ° LLJ V1 R7-8 / �\� �� 60 10 w END �i F �' °o / (Q���' O O Np 3 RETWALL jam+ O�� 1��. O TO��FF�gil LOADING DOCK R7-8 moo \IQ. 4`\� �1�' O DOOR (TYPICAL) •o +� Z4 \rk ,�60 FOOTPRINT IN NORTH R7-8 n qAp ANDOVER=106,321 ft2 R7-8P �s k, o OO�epr\� /o ° 57�� 25.0' \ -o F `� O '� 5 7 06' END Gc ��� 9�'FJ� 4\O�\ / /J�\'��\�(�O �� z���E GUARDRAIL / �� � 70 Fp�p� S c .a TOTAL PARCEL AREA .� , � �\oo $ 1 � o °o coNc 515,963 f? �Fs\o° �o \� �`� \'� `� w 11.845 ACRES 7' WIDE CONCRETE s �Z\ �\� oo WALK AND '�• V' p\ �5' O - CONCRETE ENCLOSED MONLITHIC CURB cco �, 9����, s'•o�� Fp O\, �'� 0 REFUSE AREA y�f� `� ��'F'�, v00v� PAUL MUZICHUK Q o END 8 W/OPAQUE FENCE Fd'\ s 6� \s� �6� 0 328 NORTH MAIN STREET = PRIVACY END $ o FENCE RETWALL \� \� °� G�c� MAP 9 LOT 19 p o o Co N i ��V'� \�� 0p6 SQP z 00 0 (Q �`�' *N9 ENCLOSED w O'J h N o - Fop O4 ��9 REFUSE AREA `�O J w - - - FIRE LANE NO �� p�� REFUSE FENCE END 6 �� CL 1� o - PARKING s \o PRIVACY 6 / V) `� �c s FENCE �o"moo � so S / a E E E CONCRETE ° QPO� u° 5 - - - - ' o ,*\� END GUARDRAIL 0 END o a RETWALL � o v p BREAK IN CURB FOR N ZO a a _ ACCESS TO OUTDOOR � N47°50'12"W STORAGE AREA o Lu OAS \ cn 06 J OAKRIDGE VILLAGE / -49 38.32 �� 5QP END 6' PRIVACY M N CA MAP 1 08C LOT 38 / N2426' ' 24 N3 225'31"W N34°4 26 „W LIMT FROMOF 100' TY LBACK �i\� FENCE - \� I� N 8)' 17 3g 60 6�g � 00 `n W o 00 18.82' �76� / -- - \ PAVED STORAGE AREA � -Ln > Lu w / N51°24'49'W R6-1R � \ - 14,303 ft2 oc - _/ PARCEL AREA � z - o — - M O � MIDDLETON Q N36°2- 7"W oD scc R5-1 C �� 6Q 207,352 ft2 / ESTATE OF NELLIE J MUZICHUK J N NI ° 3 5.09 - - _ �' \ 4.760 ACRES / NORTH MAIN STREET U U 8�6 7 / ��. / MAP 9 LOT 1 9 B � - O c� Q LIMT OF 50' SETBACK �/ Oj� Z - o FROM PROPERTY LINE _ - ---- _N � A iV 2° - _ - - - cV LIMIT OF ISOLATED M o ��7° 30 2 6,\ N I VEGETATED WETLAND `" \ \�j 2219 6 W - - 19 'A \ � N58° \ 64.98' N?39_.1'W ,� „ 21 61 N45°1 5'07"W N4 23 627 I N30°� I� N �. N/F N38.11'2 w 94 N2�� N55.48,59 W 49.46 51 18' �4 3/,.,5 w �� U O �•-•-•-A— -a. 0. 50.53' 83, �k-•-•_ COMMONWEALTH OF MASSACHUSETTS 30 3 2'l4" 5 1 9.99' 57' /\ HAROLD PARKER STATE FOREST N3 g0' "� 53s W N45°53'01 "W / �( N52°3�� W N33° 2gW 36.33' \ „W 13 N46"29'42"W r %_ N40°31 '27"W � \ _ 2g 58, \ W N3 6g 00 2�„ \ Q Lu f PLANT SCHEDULE CBB MAILBOX MAILBOX SHADE TREES W wr - E o CBB Y Ace, A, SYMBOL QUANTITY BOTANICAL NAME COMMON NAME PLANTING SIZE NOTES N z ° o T - - BFP 2 PYRUS CALLERYANNA 'NEW BRAD FORD' NEW BRADFORD FLOWERING PEAR 3" CAE B&B, 6' CLEAR BRANCHING c; z w TURNPIKE STREET FOR POND SIDES AND BOTTOMEOF GRASS INFILTRATION SEEDS NORTH MAIN STREET ORM 1 3 ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 3" CAE B&B, 6' CLEAR BRANCHING �o o°L 0) z PROPOSED CAPABLE OF WITHSTANDING PERIODIC FOR 4 QUERCUS PALUSTRIS PIN OAK 3" CAL B&B, 6' CLEAR BRANCHING ~ � $ o X w (ROUTE 114) SIGN INUNDATION UNDER WATER, AND DROUGF (ROUTE 1 14) cJ� w a SOD QUERCUS COCCINEA SCARLET OAK 3" CAL B&B, 6' CLEAR BRANCHING \ TOLERANT DURING SUMMER BTO NYSSA SYLVATICA BLACK TUPELO 3" CAL B&B, 6 CLEAR BRANCHING �� �A SAID ACER SACCHARUM SUGAR MAPLE 3" CAL B&B, 6' CLEAR BRANCHING . ROK QUERCUS RUBRA RED OAK 3" CAL B&B, 6' CLEAR BRANCHING AEM ULMUS AMERICANA AMERICAN ELM 3" CAL B&B, 6' CLEAR BRANCHING ORNAMENTAL TREES 1 SYMBOL QUANTITY BOTANICAL NAME COMMON NAME PLANTING SIZE NOTES RBC 6 BETULA NIGRA RIVER BIRCH 10' 12' TALL B&B, MULTI STEM SBY AMELANCHIER A GRANDIFLORA SERVICEBERRY 8' 10' TALL B&B, MULTI STEM ERB CERCIS CANADENSIS EASTERN REDBUD 8' 10' TALL B&B, SINGLE/MULTI STEM WILDFLOWER`_ ABC FAGUS GRANDIFOLIA AMERICAN BEECH 8' 10' TALL B&B, SPECIMEN ORNAMENTAL WBY RBC MIX CCH 3 PRUNUS VIRGINIANA CHOKE CHERRY 8' 10' TALL B&B, SPECIMEN � \ CCH CYW WFR WFR \ GRASS (TYP) WBYAF EVERGREEN TREES CCH WBY O BBY SYMBOL QUANTITY BOTANICAL NAME COMMON NAME PLANTING SIZE NOTES p O u � u � • O WFR 12 AREES CONCOLOR WHITE FIR 12' 14' TALL o o �Y CCH GGA 9 THUJA STANDISHII X PLICATA GREEN GIANT ARBORVITAE 12' 14'' TALL rn rn BBY BER ALBIES BALSAMEA BALSAM FIR 10' 12' TALL E o o WILDFLOWER S " SSP PICEA RUBENS RED SPRUCE 10' 12' TALL �i �i 2 � 1 Mix BBY yy, SHRUBS a a ORM �,� F \ \� `t'� / F��W SYMBOL QUANTITY BOTANICAL NAME COMMON NAME PLANTING SIZE NOTES u a \ ( O Asti v - � o - - a� o I SA ���0 / °���cPE RTD TBD CORNUS SERICEA 'ARTIC FIRE' RED TWIG DOGWOOD 3.5' TALL B&B, PLANT 36" O.C. °� a� � a LIMIT OF ISOLATED �� OO�p�� / �`VST INK 00 TBD ILEX GLABRA NKBERRY 3' TALL B&B, PLANT 36" O.C. a Q a WETLANDVEGETATED E E ATED \ \ ORM r. RBC \00�� / \� �,� �G NBB TBD MORELLA PENSYLVANICA NORTHERN BAYBERRY 3.5' TALL B&B, PLANT 36" O.C. BBY / O GLS TBD RHUS AROMATICA GRO-LOW SUMAC 3 GALLON B&B, PLANT 36 O.C. 4-1 END 8' /� r POK / O�Q�\i��� WHD TBD HYDRANGEA ARBORESCENS WILD HYDRANGEA 3' TALL B&B, PLANT 36" O.C. Q O PRIVACY FENCE �� i� / F0�0� WBY 9 ILEX VERTICILLATA WINTERBERRY 3' TALL B&B, PLANT 36" O.C. �o N > " \ V00A. ,,� \� �,� BBY 10 BERBERIS BARBERRY 3' TALL B&B, PLANT 36" O.C. p a U WFR \� \�'� ra0 / CYW 3 TAXUS CANADENSIS CANADA YEW 5 GALLON B&B, PLANT 36" O.C. V) C) g o 0 0 �---� -- ORM o ;. PERENNIALS u ORM ORM J 00��0 / / SYMBOL QUANTITY BOTANICAL NAME COMMON NAME PLANTING SIZE NOTES � u o N N N WFR GGA - - - GGA \ �\ / Ac \�\ PCF TBD ECHINACEA MOENCH PURPLE CONEFLOWER 1 GALLON PLANT 18'' O.C. �w � � a, POK VCA� V�0 VHM TBD RUDBECKIA HIRTA BLACK-EYED SUSAN GALLON PLANT 18" O.C. m m 3 3 ORM / (Q���, -0 >--0 2 Z ns m WFR ORM / �00 0z BAR TBD ARTEMISIA TRIDENTATA BIG SAGEBRUSH 1 GALLON PLANT 18'' O.C. v m +� WILDFLOWER \oo ORNAMENTAL GRASS �, u- GGA ORM MIX ORNAMENTAL RBC \ 4 \� `�,� \�0 `�'� / SYMBOL QUANTITY BOTANICAL NAME COMMON NAME PLANTING SIZE NOTES � 0 0 0 GRASS (TYP) ���\�;�rO / �. SAP TBD PANICUM VIRGATUM 'SHENANDOAH' SWITCH GRASS 2 GALLON PLANT 36" O.C. WFR POK FO 0� / � LBS TBD SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM 2 GALLON PLANT 36" O.C. \oQ�� / � •'� EGA TBD PENNISETUM ALOPECUROIDES FOUNTAIN GRASS 2 GALLON PLANT 24" O.C. GGA ORM PERENNIAL �'� 60 PLANTING NOTES (TYP) \ / O�Q5• 1 . DURING CONSTRUCTION CONTRACTOR SHALL PROTECT AND SAVE ALL VEGETATION WFR RBC BEYOND THE LIMIT OF GRADING ACTIVITIES. O 2. ALL PROPOSED PLANTINGS SHALL BE ADJUSTED TO ACCOMMODATE UNDERGROUND \O \�0 / UTI LITI ES. GGA J�\�\� 1r° / 3. ALL PLANTING METHODS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE (TYP)SHRU ° \ F O�er\�� AMERICAN ASSOCIATION OF NURSERYMEN. 4. IN THE EVENT OF DISCREPANCIES BETWEEN THE QUANTITIES OF PLANTS IN THE PLANT w WFR POK A \00 / n LIST AND THE DRAWINGS, THE DEPICTION OF THE PLANTS ON THE DRAWINGS SHALL Lu POK FINAL LOCATION OF / $� \�0 GOVERN. A' PROPOSED PLANTINGS p ��\�\� 16 5. ALL TREES AND SHRUBS SHALL BE NURSERY GROWN WITHIN A U.S.D.A. PLANT GGA -`= ORM SHOWN MAY CHANGE \ / 0�e�� HARDINESS ZONE WHICH IS THE SAME AS, OR COLDER THAN, THE ZONE IN WHICH THE BASED ON SAVING / F0�0 `f PROJECT IS LOCATED. WFR EXISTING VEGETATION 6. ALL PLANTS 3' OR GREATER IN HEIGHT OR SPREAD TO BE BALLED AND BURLAPED. \fit ,�rb0 / 7. ALL LOAM AREAS FOR PLANT BEDS SHALL BE UNIFORM IN COMPOSITION AND FREE FOOTPRINT IN NORTH v)�Q��< , / FROM SUBSOIL, STONES LARGER THAN 1 " AND NOXIOUS MATERIALS. GGA ANDOVER=106,321 ft� 00 0� / �t� 8. ALL PLANT SHALL BE WATERED IMMEDIATELY AFTER PLANTING. \OO�,� / \� \� \\�0 �'� 9. ALL DISTURBED AREAS SHALL BE STABILIZED WITH LOAM AND SEED AND/OR BARK \� �6 MULCH. BEGINNING AND ENDING POINTS OF GRASS AND MULCH TO BE DETERMINED IN WFR / J�Q��'S� F FIELD WITH OWNER AUTHORIZATION. t RBC 00 O� sSTiN 10. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM AND AROUND BUILDING PER GGA Q �Oo Rr BUILDING CODE. \ \O ,�1 11. ALL WORK TO COMPLY TO ORDER OF CONDITIONS ISSUED FOR PROJECT. SEE Lu CONC. CONDITIONS PRIOR TO LANDSCAPE WORK. p 0�Q ��j� 12. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER INSTALLATION. WFR = Fo�O� BFP 13. NO PLANTING PRIOR TO APPROVAL OF FINISHED GRADE. z GGA RBC V00A, 14. CONTRACTOR SHALL REMOVE DEAD TREES AND SCRUB BRUSH. EXISTING TREES TO z N o, oo END 8 REMAIN SHALL ALSO BE PRUNED WITH THE ADVICE OF A LANDSCAPE CONTRACTOR TO PRIVACY \ " REMOVE DEAD LIMBS TO IMPROVE THE HEALTH OF THE REMAINING TREES. p No No N N FENCE EXISTING TREE LINE r, \ BFPO 15. ALL LOAM AND SEED AREAS TO BE SEEDED WITH A WILDFLOWER MIX. Z co co a '� \�6 16. AREA NEAR PROJECT SIGN SHALL BE CLEARED TO IMPROVE SIGHT LINE AT ENTRANCE N N N �Q �50 AX w � ^ N WFR r 00 �\ 1 1, °c z F 0 X END 6 v�i �. PRIVACY `�;Y�c w v Y „ Q FENCE J - E �p o ce u `�� WILDFLOWER `�� > > MIX X o v Q v v WILDFLOWER PAVED STORAGE AREA U O LL MIX QlO L!1 M (V f ORM END 6' PRIVACY -A FENCE z o Q L � �( J w N ORM ORM O '�i J (~ u u OZ No Q � M - �� � LIMIT OF ISOLATED `n o VEGETATED WETLAND PROPOSED TREE LINE U O l7 Un PROJECT NOTES \ fi / � \ a w 1 . STOCKPILING OF SNOW AT DRIVEWAY/DRIVEWAY AND DRIVEWAY/STREET INTERSECTIONS I \ w SHALL NOT EXCEED 3 FEET IN HEIGHT. \ 0 _ LUMINAIRE SCHEDULE cry coo CATALOG NUMBER w -1 00 SYMBOL LABEL QUANTITY COOPER LIGHTING DESCRIPTION LAMP TILT LLF CANDELA FILE N o 0 o NORTH MAIN STREET (ROUTE 114) Q g �j GAT SERIES LED oo ^on L O L N O O TYPE 3 OPTICS F-LI S x z ^ w O O O GAT-080—LED—E1-3—SPUN—X-3000 3000K F^0 p , A 5 10' MOUNTING HEIGHT 12810 LUMENS 0' 0.85 GAT-080—LED—El-3—SPUN—X-3000.ies F ? (FINISH & ELECTRICAL I--1 .0—� w m v ty, \. °L O O O O O O BY OTHERS) (POLE MOUNTED) PER LAMP w z w z "z �o F00Xu, u cd2E_ IL N 1 N O O O O GALLEON LED TYPE IV WIDE OPTICS ° A �. A L.. ° °' O- O O' O GLEON—SA1A-830—U—T4W 80 CRI 3000K A A B 23 7524 LUMENS 0` 0.85 GLEON—SA1A-830—U—T4W.ies (FINISH & ELECTRICAL 16' MOUNTING HEIGHT CO PER LAMP L' l O� O O� O� O 0 BY OTHERS) (BUILDING MOUNTEDIx ) °� ° L L O� O� O' °� Q� °• GALLEON LED TYPE IV WIDE OPTICS GLEON—SA4A-830—U—T4W—HSS 80 CRI 3000K O� O' '�� O� O O� N / —E] (FINISH 11 (FINISH & ELECTRICAL HOUSE SIDE SHIELD 10828 LUMENS 0' 0.85 GLEON—SA4A-830—U—T4W—HSS.ies BY OTHERS) 24' MOUNTING HEIGHT PER LAMP (POLE MOUNTED) PHOTOMETRIC SCHEDULE °. O �' O N- ° O h N O° NOTES: ° °;is) Q� N� O AVERAGE FOOT CANDLES 0.6 T 1 . SECURITY LIGHTING TO BE DETERMINED. O 43 ° O 2. ILLUMINANCE VALUES CREATED FROM MANUFACTURERS PHOTOMETRIC DATA. MAXIMUM FOOT CANDLES 6.2 1 / — 3. ILLUMINANCE VALUES SHOWN REPRESENT HORIZONTAL FOOTCANDLES AT GROUND LEVEL. O ° MINIMUM FOOT CANDLES 0.0 "� (3.� O � '�� O� O• 4. FOOT CANDLE VALUES SHOWN DO NOT ACCOUNT FOR LIGHT REFLECTION, EXISTING � O� LIGHT SOURCES, SLOPING GRADE OR EXISTING OR PROPOSED THREE DIMENSIONAL /b L L OBJECTS. J v o J v o 0 0° o� o �' o' o" o 0 0` o J v 1.0 J v 0 o O� oti o °� °� o o �; N rn to M — o o° ° �'b N' / / gip, ° ° o Q Q O O O �N 1b O tK O ° �' O `L x ° O O v 2 IV o u � 4) o O O O o o o ^��' o° / O (V v, Qr J , ^ N > y \ � - - - - � O // O ° �� �Lp ° �j O °CO O� 9 0 N O j 0 - O O O O O O O O ° Q B� / 00 O Q) ° y cn 0 — . O O � N� O 00 O O to to v,W CL n n n 2 U UJ 4J O — — O O /" O h D O O w 01_0 LL ° °L C`� D O 01 / � O ° �� � Zas ° N. III Co (V tk CO 1 B B C lam.! IV— C O O � �� 0IV 0 CO �� / 0 ti O O 0 CL 0 / O O O O / O O Noy � p O O� / 1 N O O O O O N� N O O Q °° °. O O O . / / O• O O O �� CO o' � / DO ° O O O N B / ° CO / O O O J ° N Cb Q7 � ti o B B o o� o / °. o Y.. o ° / g 0 0 \° ° O� ° ° o / o� ^� O o o. °. ° N,' N� O� O o 0 0 �� o /- O• O� o• O° o 0 0 CN ° o 0 0 ` � ti o 0 ° ° ° ° o o O� °° °' ,�O O :,• B N o O g o 0 o B GALLEON SERIESUj ° ° l \ °. °. O O O O O �� °l NOT TO SCALE 0 \ 4� 00 Z ° �� N- o B - ° o McGraw-Edison Q N o rn • o o" � o 0 0 = ° V `V \ DC �1 g O" O" O °' �• °. DESCRIPTION O' °• '�• V \O z, The GAR.='GATIGLC Generation Series LED is a marriage of traditional - m M N N ° O" N ;� + F` ° 0 ° shapes and contemporary styling.Its superior photometries offer O O O O O )C1/� !i� O� excellent illumination and uniformity for many of today's applications. Z N N N ° V c r tK ° O• O Its styling blends well in many settings historic districts,downtown O\ O' O" '�•, >\• °• °. °, O ! n. street capes,roadways,residential neighborhoods,as well as city ., 00 C, N o• "J Zl N ° ° ° parks and educational campuses.The Generation Series LED sets a new _ ' - 7 N O ° !^ ° ° °• O• O• O' standard for decorative post top luminaires. + L w 00 ° B O" O O °' O O O J N SPECIFICATION FEATURES ° �� �� �� �� �° O O O w O °• °• ,, ° ° Construction Optical Mounting ° ° o• O• °. ° HOUSING.Heavy-duty cast REFRACTIVE GLOBE.High Base casting slipfits over a �� E W ? O CO (� (D 0 aluminum housing and removable efficiency refractive optical systems standard 3"O.D.tenon and �� O ° °• O• °. ,�'✓ B O O ° door.A single quarter turn are precisely designed utilizing secured via four stainless steel \�� I , Z U E E O• O• I� O ° ° fastener on the removable door a combination of refractive and alien head fasteners.3G vibration v 4, U U n .,: ° O O' provides tool-less access to wiring reflective prisms Available in Tyne tested. C OO O ° V � <D compartment.CAGE ASSEMBLIES: III or Type V distributions.Lighting � v �i O ° O O N N N I °� °� (Q ° ° ° Cage assembly uprights and grade acrylic ensures long lasting Finish B medallions are manufactured of optical clarity and resistance to Cast and spun components > > 6 W W O ° N ° ° O O' O' heavy-duty cast aluminum and discoloration finished in a five-stage premium Q a' d r� r� mounted to the exterior of the base TGIC polyester powder coat paint, \ v °. °" °. O '�(01,1111, � V V ^\ housing via four stainless steel Electrical 2,5 mil nominal thickness for W z a a N °. °• °. °• O" N• O O ° ° ° fasteners.Cage rings constructed 120 277V 5U%6DHi operation.1GkV superior protection against fade O O of extruded aluminum and f+mshed ;tOkA common-and differential and wear.Consult the hReGraw- O i..� O• °. ° (0 � CO � � to match housing,TOPS AND mode surge protection standard. Edison Architectural Color O' O" O O �. N. O 1b c� � '� °. �, � � ° ° FINIALS.Choose from multip€e Thermal management transfers brochure for a complete selection LJJ ' I_ � O• °• O• spun aluminum or acrylic taps heat rapidly away from the LED of standard colors including b€oak, � � OO O r�, and cast aluminum finials for source for optimal efficiency and bronze,grey,white,dark platinum, �� "o � iv) rV ° °• °. ° J 0) N ^ (� C1 customized fixture style.All solid light output.Ambient operating graphite metallic and hartford N• N," N' '�' N,• '\• ,�. ,� \ ,� V V O o O tops are made of heavy-duty spun temperature from-40'C to 44'C. green.RAL and custom color o• O• O' °' aluminum.TWISTLOCK GLOBE: Standard three-position tunnel type matches available. O ° ° ° '� ° (( (( !!11,� The optional twistlock assembly compression terminal block. O' °' °• °• °. ,�., N. n �'J �'J w pC,. /\ (Q ° ° ° offers ease of maintenance through Warranty O — 0 N C� r\ °• instant access to both the LED and Five-year warranty. 00 ° wiring compartment by twisting LyJ O ° ° '� (( x _ /t the top refractor assembly and T LU N o• o °• °' °• �yJ ."` \ � N, lifting it from the mating lock plate. O O O 0 0 �V ° O O O N O O° ° o �� o Co� L o O �V� Z QY Q rn O \... J (~ ° O O O O O O O = Q ° ° ° ° ° ° ° ° ° ° ° °" ° ~ U u ° ° ° °• °• ° ° O ° O O o DIMENSIONS o (n O O O O O O N Q GAR A Rase} GAT(Arch t t i Ras 1 GLC[0­"wi Rasai O O O O O O O O O O GAR/GAT/i � m o GENERATION m O O O O O O � L + � _ SERIES LED O• O• O• O• O• O O O LED k 25-tra t� 21 zq 3-z DECORATIVE POST TOPLL igG3mro, [5xemm. 914 T= LUMINAIRE `/ . . O EPA • Ei#ectiae Projected Area:{Sg.Ft) v 21 7 L � SHIPPING DATA �l&-3=G"(G16mmj —1&-3d`(&l5mml �i7-3'✓'(SiJ Approximate Net Weight: 50 lbs.l23 kgs.j w a w GENERATION SERIES : o NOTTO SCALE 201602-1510:4730 v=, CONSTRUCTION SEQUENCE11 co 1 . INSTALL CONSTRUCTION ENTRANCE CONSTRUCTION w 0 0 2. INSTALL SILTATION CONTROL LINE ENTRANCE NZ � 022 3. DEMOLITION/REMOVE ALL STRUCTURES w oy 4. CLEAR AND GRUB VEGETATION INSIDE SILTATION CONTROL LINE = Z'2 " w _F z O e R,w 5. INSTALL PERIMETER RETAINING WALLS = ;r __ . - 10 o J w 0)v 6. PERFORM ROUGH GRADING/BRING SITE TO GRADE TURNPIKE STREETWG y NORTH MAIN STREET (ROUTE 1 14) p-+ X uj 7. STABILIZE PERIMETER GRADING W/LOAM AND SEED 02=A,5�a <� � 8. CONSTRUCT DIVERSION SWALES AND SILTATION BASINS (ROUTE 1 14) END SILTATION (60 WIDE — PUBLIC) 9. UTILITY INSTALLATION CONTROL END SILTATION 1912 STATE HIGHWAY LAYOUT 10. MIDDLETON GRAVEL AND PAVEMENT BASE COURSE INSTALLATION (80 WIDE — PUBLIC) \ CONTROL v 1 1 . MIDDLETON BUILDING SITE PREPARATION 1946 STATE HIGHWAY - 12. MIDDLETON CURB AND SIDEWALK INSTALLATION ALTERATION 13. MIDDLETON BUILDING CONSTRUCTION ej 14. MIDDLETON FINISHED GRADING 'L��� 15. MIDDLETON FINAL PAVING V = 13 13 S 1 6. MIDDLETON LOAM AND SEED ALL DISTURBED AREAS �o 17. MIDDLETON FINAL CLEANUP AND CLEANOUT OF STORMWATER STRUCTURES 18. NORTH ANDOVER GRAVEL AND PAVEMENT BASE COURSE INSTALLATION 19. NORTH ANDOVER BUILDING SITE PREPARATION 20. NORTH ANDOVER CURB AND SIDEWALK INSTALLATION 134 \ 21 . NORTH ANDOVER BUILDING CONSTRUCTION \ 136 13s SILTATION BASIN y 22. NORTH ANDOVER FINISHED GRADING s BOTTOM ELEV.=134.0 23. NORTH ANDOVER FINAL PAVING ` - a TOP ELEV.=136.0 24. NORTH ANDOVER LOAM AND SEED ALL DISTURBED AREAS u BOTTOM AREA=3000 ft�f 25. NORTH ANDOVER FINAL CLEANUP AND CLEANOUT OF STORMWATER STRUCTURES U v U 1 :. O J N O 1.0 N a1 N 01 LL i N V N \ \ 1 l g V '� _ \ V1 Q V1 d `° C ' r� _ O / �� / +� O -'o v _ �� O t _ / \pp li �O �O �O � \ 1 L L L xx J LLJ VCR �C m Lu m c� i 3 3 0 0 CC a 0 low IQAL) Q� < e, z l x 1 / PHASE 1 STORAGE OF i = MATERIALS, WASTE ° AND POLLUTANTS ° F°�°�°c�'� =_ _ W/SILTATION CONTROL t �` �1 J `F i �: t ° 'IX x PHASE 1 STORAGE OF �� ��� �� � ,goo `, - VEHICLES AND EQUIPMENT 1� ;; t Foo�Q\� 0 a 1; V- W/SILTATION CONTROLp\,�F: ; 1 `fin \p 1 t � 9 �_. 1`;, v ... FOOTPRINT IN NORTH ANDOVER=106,321 ft =. FF=143.00 \ \pp\,�F%` �� \r`° 1 l v 0 t� Z � NOW YPICAL) t�;;� �; �;; � '� t; p�.�F% ����``� ����� �cp � 4 sso 01 ` t t J t ST RAC �pp�FF PHASE 2 STORAGE OF N N t 1 ;, ; .`;.�11 .'�_�` - 1 ;;� `.1,. �`�` _ - r. �'� ,`/`j`.Fy,.. �1� '\� N N:. <t 1 : mac,-„ �S Pi\ f —tom S, zz Y. 1 ;, t , . SILTATION BASIN �� 1'. 1 ���� � MATERIAL WASTE AND BOTTOM ELEV 132 0 = c� �. 1 , ; _ POLLUTANTS W/SILTATION _ LLu TOP ELEV. 135.0 : / v = o �E 1R _ CONTROL (AFTER PHASE 1LLJ ; f 0 2 D =1 WIDE BERM ELEV. 35.00 o 5 � �� ;�; Fo O ti 9vlPLETE�AND IS COMPLETE AND \��> 1 ,ti ` -�;,. ��' - .;�' �'� � - ��,/` '- --. .,.��` '� , ��; - F �, !mot\ apt ,.�- - /` ,- ��ti i'-'-- ��i N - 't- ,�;- �`"y '-;; ��;i - '.;,fit `'``- .�`'-:_- t,. �; -'ti;; %�_. `-.��:` _ = t �i; �V .``` _ '` ,,; W di ;; ,�; �� ,� �� t� � : �� ;; �, �, WIDE SPILLWAY ELEV. 134.50 __ ���, o F .r<ARY SILTATION � � �� / ����; TEMPORARY SILTATION i �� ,ti 1�. -; 1 `, Div `�, `, �� � ;� E v ;. � BOTTOM AREA=6700 f?± ���vo ��� �, �������� � BASIN IS �; BASIN IS REMOVED) �:n', " `;� i', E ; �� X N, �; c �g g %- ��. 't it,... �.-``` ; Lu � �` !`' /` �a ��� v _ i�� t` \ O a 1`;ti'� v a w g�v 3 ��.-- OF — : e t,;, i 1 i - n' l t u. g ° �e 135 �y /��a O DUST CONTROL / ��� �, ; - ,� 134 �, �- - � - E 1 v Q 32 `' ;� w N ; GENERAL / '_ - o �� n f _ ti N DUST FROM THE SITE SHALL BE CONTROLLED BY USING ON—SITE WATER OR A MOBILE - - '����� �� — _ Lu PRESSURE—TYPE DISTRIBUTOR TRUCK. >. o - - � J co SPECIFIC DUST CONTROLS -- =.m y -; �y U LLJ- s a � ON—SITE WATER OR WATER TRUCKS DESCRIPTION: DUST FROM THE SITE SHALL BE CONTROLLED u'134 - �-92 t ; c BY USING A MOBILE PRESSURE-TYPE DISTRIBUTOR TRUCK TO APPLY POTABLE WATER TO �� `_-��� �, m DISTURBED AREAS. THE MOBILE UNIT SHALL APPLY WATER AT A RATE OF 300 GALLONS PER _ ��,` M o ACRE AND MINIMIZED AS NECESSARY TO PREVENT RUNOFF AND PONDING. LJ..I SILTATION BASIN N INSTALLATION: DUST CONTROL SHALL BE IMPLEMENTED AS NEEDED ONCE SITE GRADING HAS BEEN \` BOTTOM ELEV.=134.0 0 N INITIATED AND DURING WINDY CONDITIONS (FORECASTED OR ACTUAL WIND CONDITIONS OF 20 MPH TOP ELEV.=137.0 U U— OR GREATER) WHILE SITE GRADING IS OCCURRING. SPRAYING OF POTABLE WATER SHALL BE 2' WIDE BERM ELEV.=137.00 . . 0 PERFORMED NO MORE THAN THREE TIMES A DAY DURING THE MONTHS OF MAY—SEPTEMBER AND V ONCE PER DAY DURING THE MONTHS OCTOBER—APRIL OR WHENEVER THE DRYNESS OF THE 6' WIDE SPILLWAY ELEV.=136.50 z SOIL WARRANTS IT. \ BOTTOM AREA=6700 f?± /\ W MAINTENANCE REQUIREMENTS: AT LEAST ONE MOBILE UNIT SHALL BE AVAILABLE AT ALL TIMES TO / \ Q W DISTRIBUTE POTABLE WATER TO CONTROL DUST ON THE PROJECT AREA. EACH MOBILE UNIT SHALL BE EQUIPPED WITH A POSITIVE SHUTOFF VALVE TO PREVENT OVER WATERING OF THE DISTURBED \ 0 AREA. 4h. z 0) 00 M 0 1 M 0M M < DC E� 0 M >v M 0 z ..... 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U) CY) N" 0 z \V .......... 011, > M M M 0 "I,0"Ill C ]E < C M 141w,", 4 ,NlN CONSTRUCTION PHASING PLAN SEAL Designed By: MEM Owner: Drawn By: MEM Middleton Farms, LLC Reviewed By: CPS 58 Rear Pulaski Street 336 NORTH MAIN STREET, MIDDLETON Project Manager: CPS Peabody, MA 01960 0 TURNPIKE STREET, NORTH ANDOVER Job File Number: MIDD-270A WILLIAMS 0' 20' 40' 80' 6 12 Drawing File Folder: MIDD270 SPARAGES DRAWING: C9. 1 5 11 Applicant: ENGINEERS I SCIENTISTS I SURVEYORS 4 10 Drawing issued for Review Middleton Farms, LLC 111 NORTH MAIN STREET SCALE: 1 "=40' SUITE 101 3 Fire Department Comments 8/28/2023 9 58 Rear Pulaski Street MIDDLETON, MA 01949 Drawing Issued for Permit PHONE:19781 119-8088 SHEET 18 OF 22 2 Peer Review Comments 7/28/2023 8 Peabody, MA 0 1960 S FAX:(978) 539-8200 DECEMBER 20, 2022 1 7 Drawing issued for Construction WSENCINEERS.COM I I I I L STANDARD MANHOLE STANDARD CATCH FRAME & COVER. BASIN FRAME & w w COVER EMBOSSED ADJUST TO GRADE z GRATE (SET IN ADJUST TO GRADE W/WORD "DRAIN" W/PRE-CAST CONCRETE LOW PROFILE MANHOLE FULL BED MORTAR) W/PRE-CAST CONCRETE OPEN THROAT �� o FRAME & COVER. GRANITE w M (SET IN FULL BED RINGS OR BRICK & RINGS OR BRICK & rn MORTAR) MORTAR AS REQ'D N LOW PROFILE MANHOLE z MORTAR AS REQ'D I-� z z w -> m (IF NECESSARY) OOO�OOOO -�E 0 ° z FRAME & COVER. COVER -� ",. m OPTIONAL 6" OR _ _ o EMBOSSED W/WORD "DRAIN" o OPTIONAL 6" OR 00��0000 I--1 wo w w v 8" THICK H-20 FLAT oC N N � �� a 00000000 Q-i E: - o X w 8" FAT TOP TOP (REINFORCED) (SET IN FULL BED MORTAR) N 8" FAT TOP O(�=�0000 (/�w°O a / 8" THICK H-20 FLAT � c0 N N LN / 0���0000 MORTAR JOINT TOP (REINFORCED) MORTAR JOINT � �� POLYPROPYLENE 0���0000 COATED STEEL (TYPICAL) / 24" 4' 0° (TYPICAL) RUNGS (IF REQ'D) MORTAR JOINT_ / DOUBLE CATCH LH (TYPICAL) PIPE CONNECTIONS BASIN FRAME & CV W 24 W NON-SHRINK GROUT GRATE (SEE NOTES) 0 5" Ll MORTAR JOINT---� (TYPICAL) 0 PLAN PRECAST PIPE CONNECTIONS "SNOUT" OIL DEBRIS CONCRETE 5 NON-SHRINK GROUT TRAP AND 6'-0" "SNOUT" OIL DEBRIS SEPARATOR 4' 0" PRECAST SEPARATOR AS PRECAST UT TRAP AND FLOATABLES CONCRETE 4 0 PIPE CONNECTIONS MANUFACTURED BY PIPE CONNECTIONS CONCRETE o SEPARATOR AS NON-SHRINK GROUT BEST MANAGEMENT w MANUFACTURED BY w v> 4'-0" NON-SHRINK GROUT � PRODUCTS OR 09 BEST MANAGEMENT Q 5" m CD APPROVED EQUAL m PRODUCTS OR APPROVED EQUAL PRECAST U a U 6" MIN. CONCRETE J S J 4'-0" m CRUSHED STONE 5" FLAT TOP ,,; Ln �; v� N O 6" MIN. ° L 6" MIN. CRUSHED STONE 6" MIN. �i Q �i Q PRECAST CONCRETE CRUSHED STONE CRUSHED STONE 5, U„ CATCH BASIN p p ++ i (Z 4, i U aJ c NOTES: NOTES: SECTION � � � 1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS. NOTES: 1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS. 00 (V Q 00 Ln (V NOTES: NOTES: 2. REINFORCED STEEL CONFORMS TO LATEST ASTM A185 SPEC. 0.12 SQ. IN./LINEAL 1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS. 1 CONCRETE 4,000 PSI MINIMUM AFTER 28 DAYS. 2. REINFORCED STEEL CONFORMS TO LATEST A5TM A185 SPEC. 0.12 SQ, IN./LINEAL FT. 1. ON SLOPES USE LEBARON LV2448-2-000 FRAME W/LEBARON LK120D-300 3 FLANGE CASCADE FT. AND 0,12 SQ. IN. (BOTH WAYS) BASE BOTTOM. 2. REINFORCED STEEL CONFORMS TO LATEST ASTM A185 SPEC. 0.12 SO. 2. REINFORCED STEEL CONFORMS TO LATEST ASTM A185 SPEC. 0.12 SQ. AND 0.12 SO. IN. (BOTH WAYS) BASE BOTTOM. GRATE OR APPROVED EQUAL. 3. H 2O DESIGN LOADING PER AASHTO HS-20-44; ASTM C478 SPEC FOR "PRECAST IN./LINEAL FT. AND 0.12 SQ. IN. (BOTH WAYS) BASE BOTTOM IN./LINEAL FT. AND 0.12 SO. IN. (BOTH WAYS) BASE BOTTOM. 2. AT LOW POINTS USE LEBARON LV2448-2-000 FRAME W LE BARON LF248-2-000 3 FLANGE 3- H-20 DESIGN LOADING PER AASHTO HS-20-44; ASTM C478 SPEC FOR 3. H-20 DESIGN LOADING PER AASHTO HS-20-44; ASTM C478 SPEC FOR 3. H2O DESIGN LOADING PER AASHTO HS20-44; ASTM C478 SPEC FOR "PRECAST +, REINFORCED CONCRETE MANHOLE SECTIONS." "PRECAST REINFORCED CONCRETE MANHOLE SECTIONS." "PRECAST REINFORCED CONCRETE MANHOLE SECTIONS." REINFORCED CONCRETE MANHOLE SECTIONS." GRATE OR APPROVED EQUAL. U Q O Y O N E n PRE-CAST DRAIN MANHOLE REDUCED COVER CATCH BASIN REDUCED COVER DRAIN MANHOLE PRE-CAST CATCH BASIN CATCH BASIN DOUBLE FRAME & GRATE �CV > t � � d U NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE i 0 L u 0 0 0 0 cn0_ � LOAM SWMA1 P SWMA2P SWMA2PSWMA3P AREA AREAD U v -0FOREBAY 2' FOREBAY FOREBAY 2' INFILTRATION 50' 75' Lu a " - '^ '^ o BASIN 4' 22 U a) (V O �n A 'n TOP OF BERM TOP OF BERM TOP OF BERM GRAVEL >'2 >' "I E ELEVATION-1 35.50 ELEVATION-1 35.50 2' EL.-136.00 BASE 2" OF 1 -1/2" A m m M 3 3 3 3 3 3 3 LOAM &ACTED SEED CRUSHED STONE as m (v m( (V � 1 SPILLWAY 1 1 SPILLWAY 1 � O 3 � � i.i ELEVATION-134.75 ELEVATION-1 34.75 a) rz a� p O ra TOP OF z � D 0 ce 0 EL.C10RE 35.50 PERMEABLE SUITABLE BACKFILL SEE NOTE 2 EMBANKMENT OF COMPACTED AS o LOAM & SEED SPECIFIED _I ROADWAY BACKFILL +I SECTION SECTION x � bi SHALL CONFORM N TO STANDARD SPECS. RIPRAP SHALL HAVE A RIPRAP SHALL HAVE A d50=6'' AND SHALL BE d50=6" AND SHALL BE O 9" THICK 9" THICK IMPERVIOUS SAND CUSHION CORE TOP OF BERM TOP OF BERM LOW PERMEABILITY UTILITY (SIZE VARIES) PLAN ELEVATION-135.50 2'+ ELEVATION-135.50 2'+ GLACIAL TILL A BOTTOM 85 BERM z � 3 3 EL.=1 33.85 25'+ 8 8 BOTTOM OF N Ln SPILLWAY SPILLWAY CORE � LEDGE ELEVATION=1 34.75 ELEVATION-1 34.75 EL.=1 32.85 N N FINISHED CRUSHED STONE OR GRADE UNDISTURBED SCREENED GRAVEL VARIES SOIL BEDDING FOR FULL WIDTH OF THE TRENCH UP TO 4 SPRING LINE OF PIPE 6" 3'-0" OR D+ BELOW PIPE IN EARTH OR 17' 17' WHICHEVER IS GREATER 12" BELOW PIPE IN LEDGE DEPRESS STONE 6" TO ELEVATION ELEVATION NOTES: ALLOW FOR SEDIMENT 1. ALL MATERIAL SHALL CONFORM TO CITY/TOWN OF DEPARTMENT OF PUBLIC WORKS. 12" OF 1-1/2" SECTION A-A ACCUMULATION 2. NEW ROADWAY CONSTRUCTION SHALL CONFORM TO CITY/TOWN SPECIFICATIONS. CRUSHED STONE 3. IN LIEU OF THE 12" GRAVEL COURSE AND 9" OF CRUSHED GRAVEL, 18" OF CRUSHED GRAVEL OR RECLAIMED STABILIZED BASE MAY BE USED AS A BASE FOR THE PAVEMENT REPAIR. W 4. MATERIAL SHALL BE REPLACED IN KIND WHENEVER POSSIBLE. NOTE: > 5. A MINIMUM 2' CUTBACK IS REQUIRED AT THE TOP OF THE TRENCH WALL OVER UNDISTURBED MATERIAL. PROVIDE TRANSITION BETWEEN CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF-WAY. THE ENTRANCE 0 SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OF SEDIMENT INTO PUBLIC 0 RIGHT-OF-WAY Q Z rn o RIP RAP SPILLWAY SWMA1 P RIP RAP SPILLWAY SWMA2P INFILTRATION BASIN SWMA2P EARTH BERM UTILITY TRENCH CONSTRUCTION ENTRANCE Q NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE J 0 o 0 0 FINISH DRAIN CLEANOUT SET CASTING ASSEMBLY N oo 0 GRADE FRAME & COVER IN CONCRETE COLLAR EC w � z TRUCK TRAFFIC CAR TRAFFIC Q LIGHTINGLLJ GROUNDING LUG W/#6 cu EXPANSION Lu o FIXTURE POLE GROUND CONDUCTOR TO RESTRAINT 2% X-SLOPE GROUND ROD Q EE BASE PLATE w (MAX.) m BOND TO GROUNDING LUG 1 :12 1:12 g AND ANCHOR �z E 1-1/2" WEARING COURSE -1/2" WEARING COURSE SLOPE _ SLOPE n BOLTS INSIDE BASE of POLE OL E E E CONCRETE o CONCRETE o OVER TACK COAT OVER TACK COAT I CC SIDEWALK MAX.) N (MAX.) SIDEWALK N m 1" CHAMFER W pC CONC. D 2" BINDER COURSE 2" BINDER COURSE LANDING 3 #3 REBAR @ 2" O.C. FEk CURB O a ANCHOR BOLTS, SIZE OPENING AS REQUIRED v v SIDE VIEW INSTALLED Z a a N o 0 4 #4 REBARS w LL I­- PVC/HDPE 6'-0' 6'-0' STANDPIPE 3' 0" REBAR FOR BAG FINISHED GRADE REMOVAL FROM INLET lO L!1 � M N i DETECTABLE SURFACE TO MIN. (REBAR NOT INCLUDED) U 0 CONFORM WITH ADA PLAN 2 SCREENED SAND STANDARDS 4.7.7 AND 4.29.2 1­- OPTIONAL OPTIONAL Lu (V OVERFLOW OVERFLOW oC w (V 6" MIN. CONCRETE #3 WRAPAROUND TIES SILTSACK9 L 0 O DUMP LOOPS L Q z Lu 6" MIN. CLEAN, GRADED (REBAR NOT O 0 O Q 45° PVC BEND 6' 0' ►� ►T� 6' 0' NCLUDED) AND COMPACTED STONE 3, 0„ U 8" MIN. CLEAN, GRADED N PVC WYE AND COMPACTED STONE MIN. TO ADDITIONAL LIGHT z Q ELEVATION FIXTURES OR SPARE. IF110 PVC HDPE DRAIN FLOW WELL DRAINED SUBGRADE SPARE CAP BELOW GRADE �OX�� m / (SUBGRADE COMPACTED TO FOR FUTURE EXTENSION. 95% MODIFIED PROCTOR 4.29.2 DETECTABLE WARNINGS ON WALKING SURFACES. "DETECTABLE COMPACTION) WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A CONC. BASE DIAMETER OF NOMINAL 0.9", A HEIGHT OF NOMINAL 0.2" AND A 2" MIN. CENTER-TO-CENTER SPACING OF NOMINAL 2.35" AND SHALL Ty CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT ON U DARK, OR DARK ON LIGHT." UNDISTURBED CRUSHED STONE OR SCREENED GRAVEL BEDDING FOR 3/4"X10' COPPER CLAD Ol EARTH FULL WIDTH OF TRENCH UP TO SPRING LINE OF PIPE STEEL GROUND ROD WITH 24" Z (6" BELOW PIPE IN EARTH, 12" BELOW PIPE IN LEDGE) NOTE NOTE: #6 BARE COPPER THIS PAVEMENT SECTION DETAIL REFLECTS MINIMUM REQUIREMENTS. ENGINEER TO DETERMINE DESIGN CONDUCTOR TO LIGHTING SQUARE OR ROUND uj WHEELCHAIR RAMP SHALL COMPLY WITH ALL STATE AND FEDERAL RULES AND � LJJ BASED ON GEOTECHNICAL DATA. REGULATIONS. POLE GROUNDING LUG. W DRAIN CLEANOUT PAVEMENT SECTION WHEELCHAIR RAMP LIGHT POLE BASE SILT SACK o NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE SAWCUT AND REMOVE EXISTING PAVEMENT. COAT EXPOSED EDGES (2) 13"x1/2" GALVANIZED PAINTED CONCRETE WASH wow 00 ��� � o CARRIAGE BOLTS WITH HEX (SMOOTH DOME TYPE) "- o OF EXISTING PAVEMENT WITH o NUTS & WASHERS, THREAD z Q m�O BITUMINOUS EMULSION PRIOR TO PLACING ABUTTING PAVEMENT 6'x8'x6' POST MIN. U 1—I Q u CRUSHED wg 2 m 6 FINISHED FINISHED ( ) �= C) ,8' O.C. GRADE GRADE o^ w EXISTING WEARING PROPOSED WEARING o ro z 6" DIA. SCH 40 STEEL PIPE I--1 z z w o z °z COURSE COURSE ( WEARING E ,(, - FILLED W�CONCRETE z� o COURSE � w� n� aw3 EXISTING BINDER PROPOSED BINDER WEARING COURSE COURSE COURSE BTU E aNQ PAN CH 12" KEYWAY ` J 1/2" PREMOLDED BINDER COURSEOR AU1TF EXPANSION J DINT 00 31/2"x10" RAIL TFE 3„ BINDER COURSE CEMENT Ax CONCRETEAx - CD\ E ' GRAVEL BASE Ax FAx INISHED GRADEAR CONCRETE SLAB GRAVEL BASE 6" 6" MIN. 6" 6" EXISTING ° 0 v 0 av CD sTONE BASE PROPOSED 4 STONE BASE E U U L_ J CONCRETE PIER COMPACTED SUBGRADE C a C ELEVATION O N O u O C � �� 0 > — CO N — CO N NOTE: 0 2 Ln3- Q Ln d 1. ALL SPLICES TO BE AT POSTS. 2. USE PRESSURE TREATED WOOD 1 ' 6" O NOTE: •+, THIS PAVEMENT SECTION DETAIL REFLECTS MINIMUM REQUIREMENTS. ENGINEER TO DETERMINE DESIGN v BASED ON GEOTECHNICAL DATA. O PAVEMENT KEYWAY BITUMINOUS CONCRETE CURB VERTICAL GRANITE CURB WOOD GUARDRAIL BOLLARDLn a) O NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE i 0 L u g O O O `� 0 FILTER FABRIC AS SPECIFIED VARIES rMHJt BFW FE ARC FAR, CET TtROST BLOWN PIPE SIZE 90 BEND 45' BEND 22 5' BEND TEES,PLUGS,CAPS & HYDRANTS U N v v 3'-0" MIN. (in.) (ST.) (s.f.) (s.f.) (S.f.) Lu CL i i � V) V) vi HYDRANT TO BE 2'-0" MIN. 6 8 5 3 4 w U u)-a LL �' ' ADJUSTED TO GRADE 8 2 8 5 6 2 � c COMPRESSIBLE FILLER (3/4'' MAXIMUM). AS REQUIRED, ROTATE 0 9 3 7 9 m m CUT BACK AND PROVIDE SEALANT, N AS NECESSARY 2 26 8 0 3 m Z WEARING COURSE CONCRETE PAD WOOD POST BREAK FLANGE .� a LL TYPICAL, AT ALL JOINTS WITH FILLER. c LA rz BINDER COURSE (MINIMUM 3000 PSI) (ADD RISERS AS � _ I I REQUIRED) o o � ° 0 0 0 SEE SITE PLAN FOR WIDTH BARS 12" WEARING COURSE UNDISTURBED O.C. EACH WAY ��o � EARTH s EQUAL -� EQUAL � 6" � BINDER COURSE o0 " ADJUSTABLE WOOD POST Q VALVE BOX x x x x x x x x x co G O w CONCRETE > z 6" GATE THRUST BLOCK x FILTER FABRIC AS SPECIFIED m 4AND (TYPICAL) Q = 0 1 i ANCHOR FABRIC WITH +1 � G PAN HORIZONTAL BENDS TEES AND PLUGS J i SOIL, TAMP BACKFILL < Lu z i Ln 4" COMPACTED 6" 8" CRUSHED N WATER MAIN AGGREGATE BASE ROUNDED 0 STONE BASE /4" TOOLED JOINT CORNER COMPACTED EXISTING GROUND i•'- IF WIDTH > 6' SUBGRADE TO 95% SURFACE 0012i : . ,p_,•,. ®DIRECTION OF FLOW PROCTOR DENSITY i UNDISTURBED 6" X 6" 10 W.W.F. z EARTH CRUSH WATER MAINCONCRETE WELL THRUST BLOCK 2' 0"W X 2 -0D) ANCHOR PIECE (TYPICAL) UNDISTURBED CARRY FABRIC DOWN W—'EARTH 6., INTO TRENCH CONCRETE THRUST STONE BASE ANCHOR ROD N BLOCK (TYP.) AGAINST OR CONCRETE WOOD POSTS UNDISTURBED MATERIAL ELEVATION - VERTICAL BENDS NOTES: 8'-0" O.C. MAX. . ALL MATERIALS SHALL CONFORM TO CITY/TOWN DEPARTMENT OF PUBLIC WORKS. 2. WATER MAIN SHALL HAVE A MINIMUM PIPE DEPTH OF 5'-0". NOTES: W 3. VALVES AND HYDRANTS TO OPEN COUNTER CLOCKWISE. 1. THRUST BLOCKS TO BE 3000 PSI CONCRETE PLACED AGAINST UNDISTURBED MATERIAL. KEEP CONCRETE � 4. PROVIDE 4 CUBIC FEET OF SCREENED GRAVEL OR GRAVEL BACKFILL TO AT LEAST 6 INCHES ABOVE DRAIN CLEAR OF MECHANICAL JOINTS. HOLES. 2. STONE BACKING MAY BE SUBSTITUTED FOR CONCRETE THRUST BLOCKS PROVIDED THE STONE(S) ARE OF 5. ALL JOINTS AND RESTRAINTS SHALL BE MECHANICALLY RESTRAINED JOINTS (MEGALUG OR APPROVED EQUAL). EQUAL SIZE AND BEAR ON UNDISTURBED EARTH. 0 0 CONCRETE THRUST BLOCK TO BE USED IF REQUIRED BY NORTH ANDOVERTMIDDLETON DPW. 3. USE OF JOINT RESTRAINT SYSTEMS SHALL NOT ELIMINATE THRUST BLOCK REQUIREMENTS (WHERE POSSIBLE). Q Z m oo r, MONOLITHIC CURB AND SIDEWALK DUMPSTER PAD SILT FENCE W/MULCH SOCK HYDRANT & VALVE BOX THRUST BLOCKaf Q m M N NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE J 0 o 0 0 Z _ 00 00 O A N N N INSTALL THREE GUYS PER TREE, GRANITE w 0 EQUALLY SPACED AROUND BALL CURB (TYP.) FLARED END 0 SECTION � ATTACH GUYS AT 2/3 HEIGHT OF IT TREE; USE DOUBLE STRAND c c GALVANIZED STEEL WIRE ��'\4� /A E E SECURE TREE WRAPPING Z u° ABOVE FIRST BRANCH ENCASE WIRE AROUND TREE IN W p[ c u u° REINFORCED HOSE, SECURE WIRE 3" BARK MULCH IN SAUCER, ZD PROVIDE 2%3" UNTREATED ENDS WITH MALLEABLE CABLE NOT TO BE PILED AGAINST > > PINE STAKES 3 PER TREE. CAMPS ROOT FARE OR TRUNK O a DRILL TO ACCEPT GUY WIRE. o v v PROVIDE GALVANIZED TURNBUCKLES; 3" MULCH COVER 0 PRIME AND PAINT BLACK. Z a a i aaa� aQa� aQa� ONE PER WIRE LL N T. &"� CURB PANT SAUCER, 4" CONTINUOUS WRAP TRUNK CUT & REMOVE BURLAP FROM TOP 0 4 D�� 1-- 1/3 OF ROOTBALL SLICE BURLAP WITH TREE WRAP ° ° j NO SAUCER WHERE SHRUBS J OCCUR IN BEDS 3" BARK MULCH AT 12" INTERVALS CUT WIRE � � �o va Ld � 1° � m `" u BASKETS TO 6" BELOW GRADE PAVEMENT a z IN SAUCER FINISH GRADE g PLANT SAUCER, 4" PLANT SAUCER, 4" CONTINUOUS CDCONTINUOUS HEIGHT (NO SAUCER WHERE TREES OCCUR A Lu w N SEED OR SOD AS IN BEDS) WWI FLOW FLOW � Lc) NOTED ON PLANS w �� SET ANGLE OF GUYS TO ENTER O GROUND AT LIMIT OF BRANCH LSP1 11'�LSP2=27'�LSP3=10' Ln v� N FINISH GRADE SPREAD CUT AND REMOVE ALL PLAN Z 0 O BURLAP FROM ROOT BALL z • • M FINISH GRADE ROOTBALL PANTING SOIL MIX: BACKFILL IN PROP. J ROOTBALL PLANTING SOIL MIX: EXISITNG FINISHED Z Q Z) BACKFILL IN LOOSE LOOSE LIFTS OF 6" 8" DEPTH. GRADE 3' 7' U U PLANTING SOIL MIX: SUBGRADE SETTLE WITH THOROUGH WATERING = LIFTS OF 6"-8" DEPTH. ROOTBALL BACKFILL IN LOOSE LIFTS PANTING SOIL MIX: BACKFILL IN c� 0 Q SETTLE WITH THOROUGH OF 6"-8" DEPTH. SETTLE RIPPED OR SCARIFIED LOOSE LIFTS OF 6"-8" DEPTH. PLACE ROOT BALL ON UNDISTURBED - ---- EXISTING Z WATERING WITH THOROUGH WATERING SUBGRADE, SLOPE WITH SETTLE WITH THOROUGH WATERING SOIL. IF SOIL HAS BEEN DISTURBED, - FLO GRADE m PLACE BALL ON CUT & REMOVE BURLAP FINISHED GRADE PROVIDE COMPACTION TO MINIMIZE - N m METAL GROUND ANCHORS FROM TOP 1�3 OF SETTLING. FLARED END i � SUBGRADE ROOTBALL SLICE BURLAP FLARE SIDES OF PIT AT SECTION 0 AT 12" INTERVALS CUT 3:1 SLOPE _ --• r __ ----- 3 x WIDTH OF ROOTBALL WIRE BASKETS TO 6'' 12" MIN. PLACE ROOT BALL ON RIPRAP SHALL - SET A LEVEL GRANITE O CV BELOW GRADE UNDISTURBED SOIL. IF SOIL HAVE A d50 5" CURB STONE WITH Li- 3 x WIDTH OF ROOTBALL HAS BEEN DISTURBED, PROVIDE COMPACTION TO AND SHALL BE 18" POLISHED TOP AT U 0 THICK SECTION A-A FRONT SECTION MINIMIZE SETTLING. NOTES: (i Q 1. SHRUB SHALL BEAR SAME RELATIONSHIP TO FINISHED GRADE AS IT DID TO SET GRANITE CURB STONE z CV NOTE: NOTE: NURSERY OR FIELD GRADE. SIDE SECTIONS 2" MIN. TREE SHALL BEAR SAME RELATIONSHIP TO FINISHED GRADE AS IT DID TO NURSERY OR TREE SHALL BEAR SAME RELATIONSHIP TO FINISHED GRADE AS IT DID TO NURSERY OR 2. WHERE SHRUBS OCCUR IN PLANT BED GROUPINGS, PROVIDE A 12" DEEP MINIMUM HIGHER THAN FRONT SECTION LJJ FIELD GRADE. FIELD GRADE. CONTINUOUS LOAM BED. Q W DECIDUOUS TREE PLANTING CONIFEROUS TREE PLANTING GROUND COVER PLANTING SHRUB PLANTING LEVEL SPREADER o NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 4'-0" RAILING/FENCE POST PER ATTACH FENCE/ RAILING FENCE POST PER MANUFACTURER / F �1 3�4" MIN. TO 3-1�2" MAX.) -, (4-' TO TYP. POST ` c ______________________ POSTS TO GUARD POST FOR OPAQUE MANUFACTURER 5 w BASED ONFENCE LINK FENCING ORSEE AIN SPACING) r F�N z o IL POSTS 42"TYP. (4' TO 8' TYP. POST v MANUFACTURER PLAN VIEW FOR 42 TYP• GROUT POST INTO HOLES. OR PER PROJECT SPACING) N Z o O OR PER PROJECT REQUIREMENTS PROVIDE BASE PLATE AND m RECOMMENDATIONS LOCATION REFER TO ARTICLE 3 & 4.5 OF - �� Q Q U I I PER REQUIREMENTS RECON GUARDRAIL SPEC FOR ANCHOR BOLTS DESIGN z� g � (HARDWARE SHALL NGINEERE PosT allo BEAM TRAFF1c BY OTHERS w co`^ /��� /��� /��� BE GALVANIZED OR DESIGN BARRIER REQUIREMENTS PER ADDITIONAL GROUT �{ I z n ^ w REQUIREMENTS F O M^w I 1 1 F. DISTANCE 1 M ENGINEERED DESIGN 39T � z Z w F- Z Z STAINLESS STEEL) o w ? N j \ — J \ — ` \ — / j O POST AND BEAM H� ^ O w w rn U RECON FULL HIGH TRAFFIC BARRIER 39T �i Go,�0 0 Q vwi 2UO DIA CAP w/ PRECAST ROADWAY OR PARKING LOT 24M " CLEANOUT COVER HOLES 24T RECON TOP BLOCK (3 PLACES) 24M RECON L---------------------------J REBAR GROUTED N RECON WALL PER J I z PLACE WITHIN PRECAST 24M WALL PER RECON TOP BLOCK DESIGN DEPTH AS REQUIRED TRAFFIC BARRIER DEPTH AS REQUIRED 24M PER DESIGN Q PLAN VIEW HOLES - - �' SONorueE P R DESIGN 24M PER DESIGN i;i � .i .� DESIGNER PER ENGINEERED ENGINEERED DIAMET EXTEND ACCESS TO FINISH GRADE �z . . DESIGN USE 24' PAMTICH DUCTILE IRON FRAME a REBAR SIZE PER COVER OR APPROVED EQUAL -- - -- 24M �� FENCE/RAILING CONNECTION - OPTION 2 TRAFFIC BARRIER LINER CONNECTION STRAPPING A DETECTION DESIGNER - BASED " FENCE/RAILING CONNECTION - OPTION 1 SECTION VIEW PROVIDE HEAD OF MILLER INSPECTION PORT PROVIDE FINISH GRADE To = ENVIRONMENTAL CORP.TAPE CAP W/Hco LOADING UPON IMPACT LOAD TO ��,- � s SECTION VIEW MATCH EXISTING GRADE BETWEEN TANK AND LINER AT BE RESISTEDT RECON RETAINING L_��` STRAPPING -- - - WALL PER DESIGN 39M To 1" THICK BOND DRAWINGS INreRIOR&exreRloR PIPE . PENETRATION BOOTS BY ? BREAKER "\7 PRECAST POST HOLE MILLER ENVIRONMENTAL coRP. ia"PAC ~� RECON BLOCK USED AS TRAFFIC -�' 12„ SLIP CAP RISER TD GRADE _ - BARRIER MOMENT SLAB. DEPTH OF VENTHROUGHG STAY RECON REEAINING WALL - BLOCK PER TRAFFIC BARRIER DESIGN w euILDINc BELOW PER WALL — BASED UPON IMPACT LOAD TO BE IF DESIGNER CAST WITHOUT RESISTED 24" DIAMETER OF HOLE TONGUE OR REMOVED IN SHOULD BE A THE FIELD MINIMUM OF 1" a"DIA OUTLET 12" GREATER THAN POST SEE AE RHOMBUS TO BE INSTALLED NOTE 7 0 TANK ALERT p DUO FLOATS SEE NOTE 5 INLET 3"PERFORATIONS O 0 DRILLED BY MILLER FENCE/RAILING CONNECTION - OPTION 1 CO � ENVIRONMENTAL CORP.) c un 10 PLAN VIEW U *' U }' 'E LEAK DETECTION 6° PROTECTIVE PUMP-OUT SYSTEM (BY MILLER �� SLEEVE(18"SCH 40 PVC J � O J a) O ENVIRONMENTAL CORP.) o INTERIOR XR-5 PIPE BY MILLER J L J L x p LINER SYSTEM ENVIRONMENTAL CORP�) a- � 4-•� Q o 6 V (71 N (n NOTES: Q Q I THIS DRAWING IS INTENDED TO VISUALLY DEPICT SOME OF THE CONSTRUCTION REQUIREMENTS FOR ILL. W LC INSTALLING AN INDEPENDENT POST AND BEAM. TRAFFIC BARRIER SYSTEM AT THE TOP OF A RECON o SECTION VIEW RETAINING WALL. FINAL DESIGN OF THE POST AND BEAM SYSTEM, DEPTH AND DIAMETER OF THE NOTESPROVIDE MINIMUM 1-FooT BLOCK MASS REQUIRED TO RESIST POST LOADING SHALL BE DETERMINED BY THE a. i NOTES: NOTES: SONOTUBE, AND POST DISTANCE FROM THE FACE OF WALL IS BY OTHERS. IT SHOULD BE NOTED DESIGN ENGINEER. UJ cz OMPACT GRAVEL BASE L v 1. CONCRETE 5,000 PSI MINIMUM AFTER 28 DAYS, WITH 2"GRANULAR SAN WITH PROPER REINFORCING AND MOMENT SLAB BLOCK DEPTHS, A POST AND BEAM TRAFFIC BARRIER THAT FLEXIBLE POST AND BEAM SYSTEMS SHOULD BE INSTALLED A MINIMUM OF 3' FROM THE N (1) 0 - N O 2. DESIGN CONFORMS WITH 310 CMS 15.00, DEP TITLE 5 BEGS, FOR SEPTIC TANKS COVER CAN BE ATTACHED TO THE TOP OF RECON'S FULL HIGH CAP CREATING A TRAFFIC BARRIER CAPABLE FACE OF WALL AND INSTALLED TO A MINIMUM DEPTH OF 5' BELOW GRADE PER THE AASHTO LRFD 2. MANUFACTURER/ENGINEER TO PROVIDE ADEQUATE POST AND FINAL CONNECTION C � -0 .Q c� -a 3. ALL REINFORCEMENT PER ASTM C1227. OF RESISTING LOADS AS HIGH AS AASHTO's TL-1 (13,500 LBS). THIS DETAIL IS INTENDED TO BRIDGE DESIGN SPECIFICATIONS (2012) REQUIREMENTS. 3 00 N 00 N , 4. DESIGNED FOR AASHTO HS-20 LOADING, 1 TO 5 FT COVER. REPRESENT THE GENERAL CONFIGURATION OF THE BLOCK AND THE LOCATION OF THE REBAR 2 ONCE FINAL DESIGN OF THE POST AND BEAM SYSTEM HAS BEEN DETERMINED WALL DESIGN 3 DETAILS SHOWN ARE FOR POST TO BLOCK CONNECTION OPTIONS. REFER TO O 2 Le) un d 5. TONGUE RE GROOVE JOINT SEALED WITH BUTYL RESIN REINFORCEMENT. FINAL DESIGN AND LAYOUT OF THE DEBAR, MOMENT SLAB BLOCK DEPTH AND ALL ENGINEER SHOULD VERIFY THAT THE WALL DESIGN 15 CAPABLE OF RESISTING ANY INDUCED LOAD DRAWING 502 BLOCK TO BLOCK CONNECTION. NOTE. 6. TEES AND BAFFLES SOLD SEPARATELY 4 CONNECTION OPTIONS SHOWN ARE FOR POST TO TOP BLOCK CONNECTION WOULD 1. CONTACT RECON TO OBTAIN AN EXAMPLE COPY OF THE SUPPORTING FROM IMPACT ON THE GUARDRAIL. CONTRACTOR TO USE VINYL FENCING. COORDINATE COLOR SELECTION WITH OWNER. 7. OPTIONAL BAFFLE WALL HELD IN PLACE WITH ANGLE BRACKETS CONNECTIONS IS BY OTHERS. BE SIMILAR WHEN ATTACHING TO RECON'S FULL HIGH CAP OR OTHER BLOCKS. O 2. FENCE AT OUTDOOR STORAGE AREA TO BE 6' HIGH- S. ALL LINING, LEAK DETECTION, PIPE PENETRATION BOOTS, PUMP-OUT INSERT AND ALARM FROM MILLER CALCULATIONS FOR THE BLOCK PORTION OF THE TRAFFIC BARRIER SYSTEM. ALL CALCULATIONS SHALL 3. FOR RECON WALLS REQUIRING GEOGRID REINFORCEMENT, CUT GEOGRID AROUND SONOTUBES 5. CHECK WITH LOCAL RECON PRODUCER FOR AVAILABILITY OF BLOCKS WITH PRECAST +- ENVIRONMENTAL CORP. BE REVIEWED BY A PROFESSIONAL ENGINEER PRIOR TO USE IN FINAL DESIGN. DURING INSTALLATION_ DO NOT AUGER THROUGH GRIDS. HOLES. 3- FENCE AT WESTERLY ABUTTER (OAKRIDGE VILLAGE) TO BE 8' HIGH. 9. ALL WIRING CONNECTION TO BE PERFORMED BY AN ELECTRICIAN. Q O Ill PRIVACY FENCE 3000 GALLON HOLDING TANK RECON INTEGRAL POST AND BEAM TRAFFIC BARRIER RECON INDEPENDENT POST AND BEAM TRAFFIC BARRIER RECON RAILING/FENCE POST TO BLOCK CONNECTION N a NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE ❑ L U ❑ O O O cn ❑ FINISHED GRADE AT TOP OF WALL SHALL U v -0 -a BE DESIGNED FOR PROPER DRAINAGE TO L U vW o RECON PREVENT PONDING. SEE DRAWING#1004 W 0)-c LL BLOCK LEGEND FOR ADDITIONAL INFORMATION �' �' c °J 16" 16" / 16" BLOCK BLOCK DESCRIPTION ABBREVIATION 8" LOW PERMEABLE SOIL _ J m 24" BASE 24B 39" BASE 39B ' ' N '(v v�48" 24„� �48" 24„� „ 48„� 45" BASE 45B 24T ;) IV >✓ a) - o LEFT CORNER TOP�r 24 RIGHT CORNER TOP 60B RETAINED SOIL 6 a ❑ ❑ cC a ❑ TOP BLOCK �39" 60" BASE 24M ��� 78" 66" BASE 66B _ 7z° 66' 72" BASE 72B 24M 78" BADE 78B MIN. 12" DRAINAGE ZONE � APPROXIMATE LIMITS ° 5 84" BASE 84B (3/4" CRUSHED STONE) .39M — OF EXCAVATION 39" 24" MIDDLE 24M ooM 24­ 39" MIDDLE 39M VARIES T- i� � SEE NOTE 4 16' 16" 1 45" MIDDLE 45M 45M REINFORCED J 60" MIDDLE 60M � 1:1 BENCH CUT RECOMMENDED L 1 UN 66" MIDDLE 66M 3.6� 45M - s�NE LEVELINGRPAD CRUSHED 72" MIDDLE 72M �48„ 24 24" ,24"' �48" 24„ 78" MIDDLE 78M 6oM '+ APPROXIMATE LIMITS OF NOTES: HALF TOP 84" MIDDLE 84M ` L J EXCAVATION VARY WHERE 1. LEVELING PAD SHOULD BE AS SPECIFIED BY THE DESIGN ENGINEER IN THE PROJECT PLAN SET. J MIDDLE BLOCK 60 REVERSIBLE DRAIN TILE 2. THE WIDTH OF THE LEVELING PAD MUST EXTEND 6"(MINIMUM)IN FRONT AND 6"(MINIMUM)IN BACK OF THE BASE BLOCK. AS A RESULT Q 84" 24" TOP 24T 60B SUBCUT IS REQUIRED THE TYPICAL WIDTH OF LEVELING PAD WOULD BE: W CORNER BLOCK - (4" MIN.) 24"DEEP BASE BLOCK...LEVELING PAD WIDTH IS 36" V) 39" TOP 39T 39"DEEP BASE BLOCK...LEVEL ING PAD WIDTH IS 51" ` 45"DEEP BASE BLOCK...LEVELING PAD WIDTH IS 57" 24" HALF 24H 60"DEEP BASE BLOCK...LEVELING PAD WIDTH IS 72" 39" HALF 39H **EMBEDMENT 66"DEEP BASE BLOCK...LEVELING PAD WIDTH IS 78" HALF TOP — 24' HT 1L —1 1L —1 1 IT, 72"DEEP BASE BLOCK...LEVELING PAD WIDTH IS 84" 78"DEEP BASE BLOCK...LEVELING PAD WIDTH IS 90" LEFT CORNER TOP LCT -I -I 84"DEEP BASE BLOCK...LEVEL ING PAD WIDTH IS 96" 1 1 1 1 3. SET THE BASE BLOCK AND CHECK FOR LEVEL FROM FRONT TO BACK. 1 RIGHT CORNER TOP ACT 4. EMBEDMENT SHOULD BE THE GREATER OF 6"OR H/20 FOR WALLS WITH LEVEL GRADE AT THE TOE.REFER TO RECON'S EMBEDMENT 112 \` RECOMMENDATION DOCUMENT FOR ADDITIONAL INFORMATION FOR WALLS WITH A TOE SLOPE CONDITION. T 7 \� � SLOPED LEFT SLCT \ 5. COMPACTION TO THE SPECIFIED EMBEDMENT DEPTH SHALL BE DONE IN FRONT OF THE BASE BLOCK BEFORE COMPACTION IS DONE `\ 16" CORNER TOP ` BEHIND THE BASE BLOCK.THIS REDUCES THE CHANCE THAT COMPACTION BEHIND THE BASE BLOCK WILL ROLL THE BASE BLOCK 16" 16" UNREINFORCED CONCRETE OR CRUSHED SUBCUT TO A DEPTH "D' AS REQUIRED AND REPLACE WITH FORWARD. j— SLOPED RIGHT SRCT STONE LEVELING PAD (6" MIN. THICKNESS) SUITABLE COMPACTED STRUCTURAL FILL TO ACHIEVE THE 6. SEE BLOCK SPECIFICATION&INSTALLATION INSTRUCTIONS FOR MORE DETAILS. CORNER BLE TOP REQUIRED BEARING CAPACITY AND SLIDING RESISTANCE AS 1 24" 24 REVERSIBLE CORNER c 48" 24„J. 48" �s2" FOUNDATION SOIL HALF BLOCK39" FITTING - 24" FIT24 DIRECTED BY THE SITE GEOTECHNICAL ENGINEER. ALL 60" 82 STANDARD FITTING FITTING - 39" FIT39 "EMBEDMENT SHOULD BE THE GREATER OF 6" OR H/20 FOR STRUCTURAL FILL SHALL BE COMPACTED TO A MIN. 95% BASE BLOCK BLOCK STANDARD PROCTOR DENSITY. WALLS WITH LEVEL GRADE AT THE TOE. REFER TO RECON'S oc LU EMBEDMENT RECOMMENDATION DOCUMENT FOR ADDITIONAL j INFORMATION FOR WALLS WITH A TOE SLOPE CONDITION. O fn Z Q ry o0 RECON BLOCK TYPES RECON TYPICAL GRAVITY WALL SECTION RECON BASE BLOCK PLACEMENT Q NOT TO SCALE NOT TO SCALE NOT TO SCALE JO o 0 0 Z 00 00 N N � w W rl J W Q w r- E WE WE a o WE WE W Z v E E ' U U° 9 Lv EACH SIDE 0 v CU+ ft2 Z q o v v O ZLLJ v a a Q w ❑ "o L!1 M (V U "Business Name" w N I\ - W N 336 North Main St. Z z o Z Q0 M W 4 44 OQ4� _ U a �D U ° M M N O N U- SHOT SIGHTING U O PLANT PLANT W/ V N W/O R HAM U HTAU ANNUALS W Z_ GRASSES JUNIPERS w a w DOUBLE SIDED SIGN o NOT TO SCALE A REINFORCING TABLE TEMPORARY COVER FOR ACCESS CASTING TO BE W o g Infiltration Systems-CMP Infiltration&CMP Perforated Drainage Pipe CONSTRUCTION LOADS PROVIDED AND INSTALLED **BEARING N o o 0 BY CONTRACTOR. PRESSURE N z Q M oe O 7 Material Location Description Material Designation 2, 6„ HEIGOHF FINISHED CMP A � B REINFORCING RISER (PSF) ~� InDesignation w w GRADE 00 Ce A Rigid or applicable)Flexible Pavement COVER L - _ _ _ _ N 24" 6 4' 26° #5 @ 12" OCEW 2,410 o 0 ° z e s 4'X4' #5 @ 12" OCEW 1,780 I� O w w rn U Road Base(if applicable o ro o_ - moo- - - - - -oo - � ^ z Z w 0 O Z Geotextile Layer Non-Woven Geotextile CONTECH C40 Engineer Decision for consideration to prevent soil LU 4 6 #5 @ 12" OCEW 2,120 y,/ E v=i a or C45 migration into varying soil types.Wrap the trench only. J 30" 4' 6" X 32" #5 @ 12" OCEW 1,530 4'-6" 6 Backfill a pipe pipe systems have AASHTO-1orAM 145- Material shall worked into the pipe haunches by9 0 CMP RISER J a pipe perforation sized of A-1 or AASHTO means of shovel-slicing,cti th di. air-tamper,vibratory {� FRONT CONSTRUCTION LOADS a 0 5' #5 @ 10" OCEW 1,890 s rn 3/8"diameter.An open M 43-3,4 rod,or other effective methods. Compaction of all 2'-6.. 36" 38" Lu 5' X 5' #5 @ 10" OCEW 1,350 graded,free draining stone, placed fill material is necessary and shall be NOTE' GASKET MATERIAL INS with a particle size of%"-2 considered adequate when no further yielding of the FOR TEMPORARY CONSTRUCTION VEHICLE LOADS, AN EXTRA AMOUNT OF COMPACTED COVER MAY BE SUFFICIENT TO PREVENT �o MANWAYDETAILAPPLICABLEFORCMP REQUIRED OVER THE TOP OF THE PIPE. THE HEIGHT-OF-COVER SHALL MEET THE MINIMUM> %"diameter is recommended. material is observed under the compactor,or under - 5'-6" 4�CMP p �7 PIPE SLAB FROM BEARING ON OB 11" TYP. w v #5 @ 10" OCEW 1,720 foot,and the Project Engineer or his representative is SYSTEMS WITH DIAMETERS 48"AND REQUIREMENTS SHOWN N THE TABLE BELOW. THE USE OF HEAVY CONSTRUCTION EQUIPMENT a 42' S'-6" X 44" satisfied with the level of compaction" PLAN LARGER.MANWAYS MAY BE REQUIRED NECESSITATES GREATER PROTECTION FOR THE PIPE THAN FINISHED GRADE COVER MINIMUMS FOR RISER TO BE PROVIDED (3 5,_6„ #5 @ 9" OCEW 1,210 Bedding Stone Well graded granular bedding AASHTO M43- For soil aggregates larger than 318"a dedicated ON SMALLER SYSTEMS DEPENDING ON NORMAL HIGHWAY TRAFFIC. BY CONTRACTOR. material w/maximum particle 3,357,4,467,5, bedding layer is not required for CMP.Pipe may be ACTUAL SITE SPECIFIC CONDITIONS. SECTION V I EW 0 6' #5 @ 9" OCEW 1,6DO size of 3" 56,57 placed on the trench bottom comprised of native TYPICAL MAN WAY DETAIL 48" 6' X 6' 50" #5 @ 8" OCEW 1,100 suitable well graded&granular material.For Arch SCALE: N.T.S. PIPE AXLE LOADS (kips) HAUNCH ZONE pipes it is recommended to be shaped to a relatively SPAN, flat bottom or fine-grade the foundation to a slight RISER(TYP.) INCHES ** ASSUMED SOIL BEARING CAPACITY vshape.Soil aggregates less than 3/8"and unsuitable SEE DETAIL 18-50 1 50-75 1 75-1 10 1 10-150 material should he over-excavated and re-placed with MINIMUM COVER (FT) a 4%6"layer of well graded&granular stone per the OA A material designation. 12-42 2.0 2.5 3.0 3.0 ¢g Geotextile Layer None None Contech does not recommend geotextiles be placed J F,p 3 under the invert oflnfilitration systems due tothe 48-72 3.0 3.0 3.5 4.0 #4 DIAGONAL TRIM propensity for geotextiles to clog over time. 78-120 3.0 3.5 4.0 4.0 BAR (TYP. 4 PLACES), A Nate:The listed AASHTO designations are for gradation only. The stone must also be angular and clean. 126-144 3.5 4.0 4.5 4.5 #4 DIAGONAL TRIM BAR SEE NOTE 7. 2 (TYP. 4 PLACES) SEE *MINIMUM COVER MAY VARY, DEPENDING ON LOCAL CONDITIONS. THE CONTRACTOR MUST PROVIDE THE ADDITIONAL NOTE 7. 2" COVER INITIAL FILL ENVELOPE�� / � / 22/3"x1/2" 0 0 0 0 ph /0 0 0 COVER REQUIRED TO AVOID DAMAGE TO THE PIPE. MINIMUM COVER IS MEASURED FROM THE TOP OF THE PIPE TO (TYP) 4 4. CORRUGATION-STEEL o o C° 0 0 THE TOP OF THE MAINTAINED CONSTRUCTION ROADWAY SURFACE. J N J GJ MINIMUM WIDTH DEPENDS ON SITE CONDITIONS AND ENGINEERING JUDGEMENT. AND ALUMINUM CMP o 0 0 0 0 0 0 0 JF� JF� J J 0 1 EDGE SPACING EQUAL O p 4•+ 4-� FOUNDATION BEDDING PREPARATION ON BOTH SIDES 2 8„ CONSTRUCTION LOADING DIAGRAM y `�e� 3 V1 M ELEVATION END COIL WIDTH SCALE: N.T.S. a � � 2 PRIOR TO PLACING THE BEDDING, THE FOUNDATION MUST BE CONSTRUCTED TO OPEN AREA=3.76 SQ IN/SQ FT NOTE: Ln N Q rA Q A UNIFORM AND STABLE GRADE. IN THE EVENT THAT UNSUITABLE FOUNDATION TYPICAL RISER DETAIL LADDERS ARE OPTIONAL AND ARE NOT SPECIFICATION FOR DESIGNED DETENTION SYSTEM: I 1 I LL - LL - MATERIALS ARE ENCOUNTERED DURING EXCAVATION, THEY SHALL BE REMOVED REQUIRED FOR ALL SYSTEMS. OPENING IN 4- C _ SCALE: N.T.S. a a AND BROUGHT BACK TO THE GRADE WITH A FILL MATERIAL AS APPROVED BY PROTECTION O �, O �, THE ENGINEER. 20 MIL HDPE MEMBRANE SLAB FOR a+ V r 3"x 1"CORRUGATION- LINER OVER TOP OF PIPE SCOPE PIPE CASTING OPENING IN (V UJ r� / PROTECTION � / (V � N O •- � 4) O HAUNCH ZONE MATERIAL SHALL BE PLACED AND UNIFORMLY COMPACTED WITHOUT STEEL AND ALUMINUM _ 0 0 0 o pe /0 0 0 (IF REQUIRED) OC Q b ti THIS SPECIFICATION COVERS THE MANUFACTURE AND INSTALLATION THE PIPE SHALL BE MANUFACTURED IN ACCORDANCE TO THE SLAB FOR SOFT SPOTS. CMP o 0 0 0 0 0 0 0 OF THE DESIGNED DETENTION SYSTEM DETAILED IN THE PROJECT APPLICABLE REQUIREMENTS LISTED BELOW: CASTING '- 00 (V '- W 41 (COIL PROVIDED FROM a �' PLANS. O 2 � 0- Q Ln d BACKFILL CONTECH LANTANA,FIL ° ° ° ° ° ° 0 0 1 LIMITS OF ALUMINIZED TYPE 2: AASHTO M-36 OR ASTM A-760 MATERIAL SHALL BE PLACED IN 8'-10" MAXIMUM LIFTS. INADEQUATE COMPACTION PLANT) � 3.54" � ` REQUIRED MATERIAL INTERRUPTED BAR � CAN I�COIL WIDTH BACKFILL O OPEN AREA=4.16 SQ IN/SQ FT THE MATERIAL SHALL CONFORM TO THE APPLICABLE GALVANIZED: AASHTO M-36 OR ASTM A-760 REPLACEMENT, SEE NOTE 6. •+� LEAD TO EXCESSIVE DEFLECTIONS WITHIN THE SYSTEM AND SETTLEMENT OF THE f(D REQUIREMENTS LISTED BELOW: STANDARD U SOILS OVER THE SYSTEM. BACKFILL SHALL BE PLACED SUCH THAT THERE IS NO CIAME TEM POLYMER COATED: AASHTO M-245 OR ASTM A-762 REINFORCING, STANDARD 4B INTERRUPTED BAR O }, MORE 5"x 1"CORRUGATION-STEEL ONLY TER VARIES VARIES ALUMINIZED TYPE 2 STEEL COILS SHALL CONFORM TO THE SEE TABLE REINFORCING, REPLACEMENT, Q y - THAN A TWO-LIFT DIFFERENTIAL BETWEEN THE SIDES OF ANY PIPE IN THE EDGE SPACING EQUAL ON BOTH SIDES APPLICABLE REQUIREMENTS OF AASHTO M-274 OR ASTM A-92. ALUMINUM: AASHTO M-196 OR ASTM B-745 SEE TABLE SEE NOTE 6. O fV •j ALL SYSTT M TEM IMES DURING THE BACKFILL PROCESS. BACKFILL SHALL BE ADVANCED v rL THE GALVANIZED STEEL COILS SHALL CONFORM TO THE HANDLING AND ASSEMBLY ROUND OPTION PLAN VIEW SQUARE OPTION PLAN VIEW N 0 I 0 a 0 0 0 0 0 0 0 0 0 0 0 0 ALONG F APPLICABLE REQUIREMENTS OF AASHTO M-218 OR ASTM A-929. SHALL BE IN ACCORDANCE WITH NCSP'S (NATIONAL CORRUGATED THE LENGTH OF THE SYSTEM AT THE SAME RATE TO AVOID DIFFERENTIAL LOADING o 0 0 0 0 0 0 0 0 0 0 0 O O O ON ANY PIPES IN THE SYSTEM. STEEL PIPE ASSOCIATION) FOR ALUMINIZED TYPE 2, GALVANIZED OR NOTES: V) Q 2 } } 0 0 0 0 0 0 0 0 0 0 0 o THE POLYMER COATED STEEL COILS SHALL CONFORM TO THE POLYMER COATED STEEL. SHALL BE IN ACCORDANCE WITH THE d - i -0 -a -a APPLICABLE REQUIREMENTS OF AASHTO M-246 OR ASTM A-742. MANUFACTURER'S RECOMMENDATIONS FOR ALUMINUM PIPE. 1. DESIGN IN ACCORDANCE WITH AASHTO, 17th EDITION. U N v v EQUIPMENT USED TO PLACE AND COMPACT THE BACKFILL SHALL BE OF A SIZE �{ 9@2.711"=24.399" 2. DESIGN LOAD HS25. AND 2.711" TYPICAL SECTION VIEW THE ALUMINUM COILS SHALL CONFORM TO THE APPLICABLE V) INSTALLATION 3. EARTH COVER = 1' MAX. W � i (V N N N TYPE SO AS NOT TO DISTORT, DAMAGE, OR DISPLACE THE PIPE. ATTENTION COIL WIDTH LINER OVER ROWS REQUIREMENTS OF AASHTO M-197 OR ASTM B-744. U a1_0 LL - - SHALL BE IN ACCORDANCE WITH AASHTO STANDARD SPECIFICATIONS 4. CONCRETE STRENGTH = 3,500 psi MUST OPEN AREA=3.33 SO IN/SQ FT W NOTES: SCALE: N.T.S. FOR HIGHWAY BRIDGES, SECTION 26, DIVISION II DIVISION II OR 5. REINFORCING STEEL = ASTM A615, GRADE 60. � � rI E BE GIVEN A PROVIDING ADEQUATE MINIMUM COVER FOR SUCH EQUIPMENT. CONSTRUCTION LOADS ASTM A-798 (FOR ALUMINIZED TYPE 2, GALVANIZED OR POLYMER 6. PROVIDE ADDITIONAL REINFORCING AROUND OPENINGS EQUAL TO THE BARS INTERRUPTED, HALF EACH SIDE. ADDITIONAL BARS pp Ib C - - - - MAINTAIN BALANCED LOADING ON ALL PIPES IN THE SYSTEM DURING ALL 1. PERFORATIONS MEET AASHTO AND ASTM SPECIFICATIONS. NOTE:IF SALTING AGENTS FOR SNOW AND ICE REMOVAL ARE USED ON OR NEAR CONSTRUCTION LOADS MAY BE HIGHER THAN FINAL LOADS. TO BE IN THE SAME PLANE. M SUCH OPERATIONS. 2. PERFORATION OPEN AREA PER SQUARE FOOT OF PIPE IS BASED ON THE PROJECT,AN HDPE MEMBRANE LINER IS RECOMMENDED WITH THE SYSTEM. FOLLOW THE MANUFACTURER'S OR NCSPA GUIDELINES. COATED STEEL) OR ASTM B-788 (FOR ALUMINUM PIPE) AND IN CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. IF 7. TRIM OPENING WITH DIAGONAL #4 BARS, EXTEND BARS A MINIMUM OF 12" BEYOND OPENING, BEND BARS AS REQUIRED TO � CO � � OTHER ALTERNATE BACKFILL MATERIAL MAY BE ALLOWED DEPENDING ON SITE THE NOMINAL DIAMETER AND LENGTH OF PIPE. THE IMPERMEABLE LINER IS INTENDED TO HELP PROTECT THE SYSTEM FROM THE THERE ARE ANY INCONSISTENCIES OR CONFLICTS THE CONTRACTOR MAINTAIN BAR COVER. SPECIFIC CONDITIONS. REFER TO TYPICAL BACKFILL DETAIL FOR MATERIAL 3. ALL DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES. POTENTIAL ADVERSE EFFECTS THAT MAY RESULT FROM A CHANGE IN THE SHOULD DISCUSS AND RESOLVE WITH THE SITE ENGINEER. 8. PROTECTION SLAB AND ALL MATERIALS TO BE PROVIDED AND INSTALLED BY CONTRACTOR. Ol ILL- 3 3 4. ALL HOLES P13/8". SURROUNDING ENVIRONMENT OVER A PERIOD OF TIME.PLEASE REFER TO THE 9. DETAIL DESIGN BY DELTA ENGINEERING, BINGHAMTON, NY. N •� REQUIRED. CORRUGATED METAL PIPE DETENTION DESIGN GUIDE FOR ADDITIONAL NOTE: IT IS ALWAYS THE RESPONSIBILITY OF THE CONTRACTOR TO FOLLOW V) (VO TYPICAL PERFORATION DETAIL INFORMATION. REFLECT THESE RANY ILOCAL NGS RPREFERENCES ORREGULATONS PLEAR CONCEPTUAL PURPOSES AND EOT OSHA GUIDELINES FOR SAFE PRACTICES. MANHOLE CAP DETAIL 0 0 ce SCALE: N.T.S. CONTACT YOUR LOCAL CONTECH REP FOR MODIFICATIONS. SCALE: N.T.S. CONTECH UNDERGROUND DETENTION SYSTEM NOT TO SCALE J Q W V) CENTER OF CDs STRUCTURE,SCREEN AND FIBERGLASS SEPARATION SUMP OPENING CYLINDER AND INLET CDS1515-3-C DESIGN NOTES P Fig CDS1515-3-C RATED TREATMENT CAPACITY IS 1.0 CFS,OR PER LOCAL REGULATIONS. A i + THE STANDARD CDS1515-3-C CONFIGURATION IS SHOWN. W FLOW_ ZZ SITE SPECIFIC z a � mMN TOP SLAB ACCESS DATA REQUIREMENTS J 0 711 0 0 (SEE FRAME AND COVER DETAIL) p p STRUCTURED �+ Z 00 00 0 PVC HYDRAULIC SHEAR N N WATER QUALITY FLOW RATE(CFS OR L/s) PLATE 36"[914]I.D.MANHOLE /1 W STRUCTURE PEAK FLOW RATE(CFS OR L/s) J LL1 +/_650 ° „,. RETURN PERIOD OF PEAK FLOW(YRS) MAX. SCREEN APERTURE(2400 OR 4700) V) u, PIPE DATA: 1.E. MATERIAL DIAMETER E Y Y PLAN VIEW B-B INLET PIPE 1 t1 E E E N.T.S. INLET PIPE 2 w Z cc� U v U OUTLET PIPE � i ai ai ~ CONTRACTOR TO GROUT RIM ELEVATION W WO TO FINISHED GRADE ANTI-FLOTATION BALLAST T WIDTH HEIGHT z v v GRADE FRAME AND COVER Z v a a RINGS/RISERS (DIAMETER VARIES) NOTES/SPECIAL REQUIREMENTS: O Q w FIBERGLASS SEPARATION N.T.S. CYLINDER AND INLET W J PER ENGINEER OF RECORD 0 "o u, m N Q GENERALNOTES INLET PIPE } > 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. LU L N B (MULTIPLE INLET PIPES N of OUTLET PIPE B 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT,PLEASE CONTACT YOUR CONTECH ENGINEERED aC N MAY BE ACCOMMODATED) > SOLUTIONS LLC REPRESENTATIVE. www.ContechES.corn Z CD q¢ 3. CDS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. V1 - - CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. Z 0 O 4. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING,ASSUMING EARTH COVER OF 0'-2',AND GROUNDWATER ELEVATION AT,OR BELOW, Q M FIT THE OUTLET PIPE INVERT ELEVATION.ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION.CASTINGS SHALL MEET V _ _ AASHTO M306 AND BE CAST WITH THE CONTECH LOGO.. O J (~ 5. IF REQUIRED,PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER. REMOVE AND REPLACE AS = Q Z) NECESSARY DURING MAINTENANCE CLEANING. U V PERMANENT POOL 6. CDS STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C-478 AND AASHTO LOAD FACTOR DESIGN METHOD. OC V) OIL BAFFLE SKIRT ELEV. 1INSTALLATION NOTES Z Q A. ANY SUB-BASE,BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. lfl M B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CDS MANHOLE STRUCTURE. SEPARATION iv M C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. SCREEN 1'4"[406] o D. CONTRACTOR TO PROVIDE,INSTALL,AND GROUT INLET AND OUTLET PIPE(S). MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. ALL PIPE CENTERLINES TO MATCH PIPE OPENING CENTERLINES. (V PVC HYDRAULIC o E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATERTIGHT,HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS SHEAR PLATE N SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. O (V SOLIDS STORAGE SUMP U@(� f 0 CV ELEVATION A-A N.T.S. LU CONTECH CDS 1515-3 "U NOT TO SCALE _ o �