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HomeMy WebLinkAboutSD-477-10LEXINGTON PLANNING BOARD DA 7E.- SHOULDER SHOULDER 6" LOAM • FIRE & SEED � OF R.O.W. HYDRANT_-_ - 6" L OA AlY 5'- 0 " 4'__ 0 11* ./01_011 � 71-011 & SEED - __ --- -_ ____ I 0'- 0 " -- - 91-01, -- , ��. BIT: CONC. I' B/ T. CONC. . I ,S'� ­7 SIDEVIALK -1 712" BIT. CONC. WEARING COURSE I , - 1_1P16 BERM (T'KI D.) ` �-,,��, I. 5A,-, (/V/A / 72" BIT'. CONC. BINDER CO RISE ". % ,I �. , J 1- qy9 �, - ___ - - � _,r /V/1/N � - ______ -' ia-z -- ___ I ...... L)_ I/ (MEN.) ___ ��___ - 81, ___�__ _::� GRA VEL � . ____ _____ __ -==- - - - _Z1 ,�, _,,�;,292 a o " _____ - _�_�G __ BASE Z§ __._PaQ�CtP0 ___ . - I 1�_� , 7 2MIN.. :-_-_ , -c, 4' DENSE CRUSHED Sr'lup�,/E ]� ELECTRIC __L_ 8" CRA VEL BASE -1 'o-IcAs "'o TELEPHONE p C) I FIRE ALARM & LQ_C] 0 STORY DRAIN W,4 TER y CA TV SEWLI-1-H MAIN 0 8" WATER MCAL &PAD Q8QjL_SECWA (NOT TO SCALE) _I0,_6" ____ ________ 9,-10", _____-_- � - _. __ ___ - __ - __ --- I i --- 2"--6`x4'--0" OPE/WNG, � -- -1 , I /, -11 - - I FOR ACCESS COVER 11 ,'kl �� j ,_�] F� , [, ,,, - ;]�! I , , I L , I TO BE MANUFACTURED - I L� "I 1 ) ,4 ,- r , '4 3 I BY BILCO OR EQUIV. CUT OUT OPENING I I ',* \', , SHALL CONFORM TO I Y --- -1-1 -6-J) 1 "\,j EXISTING I MANUFACTUREF"S SPECS. � - 4" OUTLET __ _ _ I _�_ 'A __j i 'H T' L_ - __ +__ I TO BE VIATERT/G REBAR TO HOLD IN PLACE 1�1 'I-, I'll X I �� g >- - I , ��,, , �,:�5>�--,m--�,-e_,��--­- �� - , ' ­M, 11 � :5�' _,,,� � M, I � " ,,, � �, _5�,� R � ,M��11�,�' 1, I -­�,,,, �<�_ �, , � ,�� �>'�,, 11 � ,�"_� , , �,, __�__ 1��X /1_1�71�:t ,.__� MANUFACTURED (WOVEN __j c���..�*.".��,*.,.'..*...*.....�.*��:.'...-..........., , f 4fit � :.-A-1- ,. I.- � ...... I .... I P OL YPR OP YL ENE INL E 7- -:�A . r �� 11 11- . . PROTECTION DEVICIE "S/L7­SAC,K - .� , � 4 � . 1� ", 4' : -, 0-11CH FLOW A11ODEL) OR EQUAL ­- - �` �11'1�11 * I 41 7-alifl' � - - - - . , mWIM-�111p'l;i - i , 11 :: , , 1:FLI , - = - I11= SACKS SMALL BE INSPECTED I I ` � ._�' WEEKL Y A 1VD S) IL T SHALL BE REMOVED WHEN ACCUMULATED TO ALLOW CATCH BASIN TO FUNCTION PROPEPL Y "\ I -c ? , �'� 1,� -1, __,Jl BILCO HA TCH CO __ -PROVIDE WEEP HOLE AT BOTTOM OR EQUAL - OF FORCE MAIN TO DRAIN TR T VER7 EFFLUENT AFTER PUMPING I CONTROL PANEL LOCATED IN I I- BUILDING WITH, ALARM L �\IsE 1, __ 2" PVC SCH 80 FORCE MAIN , ..,I�__ _7_� ---E == - - - . , . -=--= , .... 4*.'.*....'.'..:.:�4'.'.'-...........4.-.-..-.-....... - ­ 4, - 4" ,)/A. � � L __ I 4 INLET F � - �� - OUTLET - , -I--- .4 r . A . I . _�, ____�- - 1 114 " CA L VA NIZED GUIDE ,:z . . .. . . :i n .. :". C; CQ PIPE RAILS I- I-GAL V4NIZED LIFTING Cl-/Affi/ ' _­ A ', , . , 'I . , - HIGH NIA TER ALARM EL __ __. " n T PUiIiP 7(J LPL .. --- I I I ) .. - I , 11 .. LF.AD PUMP N - I " 1�\�13 _____ �Z � - _�L EL._____ �_D - - '-- GA TE VA L VE . - - I . . . - M L .. ALL PUMPS OFF EL. ___,�kt t � ___ . � __ ---r_- --- CHECK VA' VE . . � . ,_ - . . I —-DISCHARGE PIPE . il ". , 11 � _7_ -- � -'[ .. . * - EL. 42. , . '4 . ''. - i, -_----­. - L7-,�-z::�­_ , _ , t_�_t TINGS . _... ­ �......... 1, �._ - ... * 21 * AND FIT 11 .... ...... 4 ..... .. ...... 11 ............ A.......'.'_'.*.*_*. _­ ­1 7777-T- -�,,--7- C,�t,� , -,�, -�� - -Z7'----- 117- (I - - _� - - -,-, �(, - --_fL6 f 6 " , , - , , F - " - r - ,[ , !�: i�,�� , _, "'� _ , , , I �� -11 ,, �_,�"Z- ­�"7 , , --, :" -, -1,77 'r ,( , ,` - , _��', - '��-EQ-�i�-,,-,-�IE:��,t,-r�e,--�, _�-A-17 i 6 " CRUSHED STONE L I CONCRETE FILL 7-0 BE P A CED TO MINIMIZE UNEVEN SETTLING PROVIDE A MIN. 1500 GALLON TANK AS MANUFACTURED BY SUPERIOR CONCRETE CONCRETE MIN, S'TRENC-rhl-411000 PSI STEEL REINFORCEMENT-6"16 x10 GAUGE STEEL WIRE MESH A ED WITH I" DIA. BUTYL RUBBER OR EQUAL (H-20 LOADING CHA,WBER REQUIRED) "1�611�41,,! I', 172,11.11 6JEi iii:i,il,i6?j�ESIELEX-EVAE-LYAMBLR- (NOT TO SCALE) 2L71 49f -QEIA& ('\/07- 7-0 SCALE) STRUCTURE GRATE, /NLEIT OR MANHOLE COVER PE,11? PROPOSED SITE 3PECIFRI, I PONS. --- EMERGENCY OVERFLOW OUTLET , JOINTS (T)'P.) - , ""Ol"T"', ' A __ BACK OF' SIDEWALK C) _il! , / _r 7,___, r ' �'�, /5% --'-------- / /4-� L_ V, ,-� ."t��/� - \ , 1, P %'c I // . - -/ � I I "� _�_ _�� -�:��,- "" I , 8' �, \ / 6>�, % * -\ < ,\ ,7- 1 111), __...__.­_ I I AIA-ly -1 , I I " �11 11 I - L :i __ _____ - /I GaALVLZy:_L_C_L_�_1_?d 6" REIIL�-1-1 I- _9CE OF ROAD W111Y --- __ __ j 5'-O" 6 0 '��' - � HSL � -, _J )�I__L HIGH .SIDE MIN. LOW SIDE TRANSITION TRANSITION NOTE.- HANDICAP RAMPS SIVA L L CONFOP6111" 7_0 _FHE MA, SSA (','HUSE TT-1:1, HIGHWAY I1YHr'__ELC/-IA1R RAMP STANDARDS (101811-J7) _KffiUM&E_BAME__QfIA& (1lOT TO SCALE) FINIS/1 -- 24 DIAM-Tl:__R SUR FA CE . _-_" M.H. FRA' CO VEf ! ------,- TO MEET LEXINGTON TOWN STANDARDS) ...... - I - I . �/O (2) . . - -- - WITH TO, ... .......... ____ , - ADJUST G,,ADL � PROVIDE MORTAR-_-�.......`.*.. . . . . . . . . . ..... . � ... ------r- _­ ':�S 0- BRICK - 2 1 OR .----- COUP, S, I F E T _- " r .1 Z -b 'A I CONCR' E CONES A VAILABLE - --- - .. IN 2'-O" HEIG11TS I I -, L , D7,T 1 . ,, i - ' ' ' j ". . V- R E 2; 2- 6 � \ \ II - DED 01I FA BR / C \. j I OR 4 T j _ I / Id. H. STEPS � \ " BITUMASTIC JOINT I I -- . =:�j ... I n . i - ­ I . . E MUL 7/ L_ I- I I 2'-6 Sr 1. . __ 2 . . 3 / i .- i - . . I OR, 4 ' I - - a- 4'. I rr __ ---�,-,� 4__�_J ­0-114" ]. t- Y . i BITUIVIASTIC ,JOINT 2' 2 6"I.- .1 / It__Z_ - - . ., _�!__,,_"__ 31 Of? 41L '.' '11,:� 1 ­7 1. .� .1 5�� ) I - ---- SDR 315 SL VIE /�, II I � 1��_ _1� I V 11" ., . � � ......... L- '\-- f � � - - 731 \-KOR-N-- ,"E AL PIPE CqNNEC TOP, S T __ "'--BRICK &1ASONRY OR CONCRETE NO TFS.- - 1. MANHOLE- DESIGN TO LATEST AST&I 0478. 2, REINFORCING STEEL CONFORMS 70 LA TES T A 3 TM A 785. 3. CONCRETE" G'OMPRESSIVE STRENCT-1-1-4,000 PSl @ 28 DAYS. 4. ONE POUR MONOLITHIC BASE. 5. WHEN SPECIFIED, ,111A1VHOLES WATERPROOF- COATED. 6. S TE PS- S TE REINFORCED COPOLYME=R POLYPROPELE7VE PLASTIC (F'S2--PF3L M.A. INDLISTIwES, INC.) CONFORMS TO LA TEST A 5 TIV C4 78 PARR -12. 7, BITUMASTIC BUTYL RUBBER FOR JOINT-S' CONFORM 70 LATEST ASTM C443 AND FED SS-S-201A SPEC. 8. KOrr?-N--3E/,L FLEXIBLE PIPE CONNECTORS F7D\01W 3.5" TO 21.25" O.D. AST/ill C9233 A767. !EWER MANHOLE DETAIL � (NOT TO SCALE) r, PRUNE ONLY INJURED OR BROKEN BRANCHES. RETAIN NATURAL FORM OF FREL DO NOT Fl-VIM LEADER, WHEN ADJACE/ff TO A SIDEWALK PRUNE BRANCHES TO 5-IX FEET. 2"-4-" LAYER OF MULCH. KEEP MULCH 2" BACK FROM TRUNK TRUNK FLARE TO REMAIN C-2" ABOVE FINISH CRADE. CUT AND REMOVE AS IVIUC['-1 BURLAP AS POSSIBLE, IF NON BIODEGRADABLE.- REMOVE ENTIRELY. WIRE BASKETS TO BE REMOVED ENTIRELY. EXCAVATE PLAN77NC HOLE TO A WIDTH THREE TIMES THE DIAMETER OF THE ROOTBALL AND A DEPTH EQUAL TO THE HEIGHT /. TREES TO BE A Mfll\18,101W OF 3.5" CALIPER AND 8-10' HT 2. BA CKFIL L PLANTING HOLE W1 _,`H EWISTINC SOIL A&IENDED AS NECESSARY. J, BA CKFILL HALF -R-1E SOIL AND VVA17-ER 7­0 SETTLE OUT AIR POCKETS, COMPLETE BACK17ILLINC AND REPEAT W4 7ERING. 4. IF ROOTS ARE CIRCLING RVE ROOTBALL EXTERIOR, CUT - ROOTS VER, rICALL Y IN SEVERAL PLACES PRIOR TO PL AN TIN C. 5. ONLY ,STAKE TREES TUATED ON WINDY SITES OR EXPOSED 7-0 SUBSTANTIAL PEDESTRIAN 7T,'AFFIC. -MEE_aA&MQ (NOT TO SCALE) 110 � I . 1 I.. . . . . .. � . I . � � . I � q,?, - r � � �, I , - , - � I � . � . � . I I _1 I ,�.. ( r �5�� `,�, I 1. . �� � � � - r - 1___' . . . �� 11 I _Z� L - - . - - . 't ,� , 1-3 1 " . .. . . , . I . . I j 1, X, , I , 15,��� T-,( I �� , 11 I - � "I'll, r -1 I - _; r I - , 11 , I I � . . 6- (MIM) - � I-J" C0ARi,3L-._-j , 1, , , AG,GIREGA E " I , GEOREXPLE FABRIC TO STABILIZE FOUNDATION- (E-SPECIALL K IMPORTANT WHERE WETNESS �S ANTICIPATED) (1%/OT 7� SCALE) - f� k�): '- '_,_) I GRANITE CURB, ______) (MASS. DPW TYPE V414) i I � I i 6 "t LOAM AND SEED 7. EXISTING TREES TO BE SAVED SHALL BE PR�OTECTrr__D V111 71"I I ,-r ORANGE CONSTRUCTION FENCE (OFF-SET' FTM TIVE TREE TRUNK BY PROFESSIONAL STANDARD BASED ON CANOPY) AND BURLAP_ AND STRAP BOARD TRUNK WRAP METHOD. -4 81, ' V,jr�s /\ (NOT TO SCALE) i�, .01 , "_­" ,� 5 �, ------,,----- /__ ANCHOR 4e � A) 0 , �_ I - �,` , ! i ° RUNOFF , t�), , °__ T_ 0 , ___ Ir- ­ _j --- J-0 - <��)')P F_ ILL "i MIN. rt t � ��! Ou,/ E P L A F1 1 12--i , -- f - - W I , D-/, (,- '- -, ::� I 0 ILL . (.;) 0 ,12" ' 0 . C2 __�j PROTEC-FED , WORK __ , ['11' L,"_ ", -�EA AREA 1 I , Al' F I [ -I'FRMITT TIA ' -M5 -if IE-Tv- I I I PRO_f_EC'1_ED I AREA I I I/ ,`,"\ (-- \ 1 '\\\ jl�,/- \ I / � ,FIN J'E R M I T T Tli FILTERMI TIT � 0-I Z__ 1 2 IF CURB IS SET AFTER BASE AND BINDER COURSES ARE PI ' A CED, SAW CUT 12" FROM, CURB LINE, REiAl/011E BASE, BINDER AND GRAVEL, AND REPLACE V11rH CEMENT CONCRETE ME,ERNG THE REQUIREMENTS OF SECTION iW4 OF THE STANDARD SPECIFICATIONS TOP COURSE BINDER COURSE 1211_-j"j--- 121-1 , FILTFERMITT"'m "d [UFT__v/TETN ANCHOR ' FilterMitt 'F "' COMPONENTS. OUI-SIDE CASING: 100 %. organic hessian. FILLER ING-RELDIEN'r: Fibe,rAloot JAIWch"m ,A A blend of coarse and fine compost and shredded wood. -Particle sizes: 100% passing a 3" screen; 90-100% passing a V screen; 70-100% passing a 0.75" screen; 30--75% passing , a 0.25" screen. -Weight: Approx. 850 llbs./cu.yd. (Ave. 30 lbs. /Lf.) I i I DISTURBED AREA I I WORK AREA I ____ 1 RUNOFF II FLOW BLAMWILL-aml (NOT- TO SCALE) - Filter�,Vitt""' INSTALLATION: , With the newest fechnology and equipment, sections can be constructed lengths from V to '100'. Sections can also be delivered to the site ! in lengths from V to 8'. The flexibility ofFiltenVitt TM allows it to conform to any contour or terrain while holding al slightly oval shape at 12" high by 18" wide. Where section ends meet, there shall be an overlap of 6" or greater. Both sides shall be anchored (oak stakes, trees, etc.) to stabilize the union. - � 1_1 _1_... / V, RIES T, , h- iv - 12 " -- - ... . 6" BIT. CONC. BEP\Ad--.,,,.-._ I [__:�- .... - ......... � 12" GRA VEL BASE '� ?;�:::-:: a ,,---- - A .:.. 9%..........n� ... I - ff ...... i._...-....: - I 6 1-1 MAX SLOPE '..... 7-OP COUF --\ `__� .:..A:::- -'-*.*.'. I-Y , I I , 1"' - �SE ,-' 2 -, ... I ... ZI..'. 2 1 11-2 __1_1 - :;� , EXTEND GRAVEL BASE A .............. . '.'.'.'.'.'. . . . . . . _t -- I �­�,� --] / . ,.,:::: . ___ - 2 " BINDEDT --\1 \ � ___--_� 1 �7 ............................. . . . . . . . \ \ � .. ....... I OURSE 1, _1WIN11,,4uA11 r -.-.-.-.-:.,.,....a.. 4_j C \ -)F 63" BEYOND I .. .. 11 � - 6 " - . . '_� \ -' - OF C1_J/?E,' ................. .. - \ 1�1, ,,,, 13/4 C1, ..... ,= -T E - ........ E. r . : - 5711 i��E__ I T - - - ....... � ....... I !_ \7- - rTE-1 T, --_,� ,---" ­­", . I­ 7 �ui _� L"M - '_ - I-- 1­1 _i�_T), , I -, EXIST. GRADE - � - 1_'Mx, I I . . . , 4 - � �, . - ,�', - - I" � 12 " GRAVEL BASE .� \ 6 I - 1]A I I - �,� �_.__ I I I 4 - C), .11 4" LOAM & ,SEED 11 I (MASS. °DPW iWit.0,3-0, T'KRE - �' 11��__H_Ll - I 1\ I � .. . . . � .. 11 . � I 11 - � (:::ET1 r-=,. / ____Z____ �E \ , III I I=- I- - - =1i T -, - � , 41 j , \ T- EX TEND CRA VEL BASE ON 8 ('-) TH \--,3000 PSI CEMENT CONCRETE APPROVED -iT_ I- , H - - - __� I I vz_ SUBGRAD-P , ­I I 11 i i SIDES OF DRI VEKIA Y (T �//-') EEflEQ5LLLAEE_j2QD_BfBM BEENENWAIMEMENNEMONINEMEREENNOME I Y ENTRANCE ROU,NDINGS AND BEHIND (1VOT_ -TO SCALE) - 00 S ONLY (PER LEXINCTON SUBDIVISION 12 � �D u� u (-,j 'r, c- , C-D P­ -t ?A8LM_fQEa_QET4y1 n �Zj (�D )T TO SCALE) t P V_ �J- C;,o Cn U ,-, �- rn C') J`_ W CA "r�l -2, 4� 14 <-, .. ZV ,� i" , ` o,:' ­ 'i", I I I � I 111f ­` - "I il, ,­ C4 -, 1-11, , ,,, ,, �,, " ,, 11"""" ,,ia,1111 ,­ , , ,. 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