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HomeMy WebLinkAboutSite/Utility Plan - Plans - 1070 OSGOOD STREET 3/20/2001 M 0 - Dr And Piping Sch eaule 1' 01n0ge Slope To q) Cz to .t FromLength. (Inv.) Structure Rim. � t % °� `$ StructureRim e Inv. (In. ) ' eptx0. 071 —1 00. 71 1134. 1 t l. 1a a' 33 � d 1. C /, t V• t _5 Uj 0060 Top /37. T � f 3 IF Zj V�o1,3 1�31. jo 1,31. 12 18' 0. 0105 1.31. tcrs... ptt�r 2 1.3. . 7'' > 1,3j5. 5 1,32. .3 1126 0. 1ef g _ : _ 1 r� WON ff ..000711005000 1�31,.3 trrctc 1�3 , e ! �L R ilInv. Fnd. i 9 $ > v, h, •tea. _a aa ' # f _ ate -_ - - - - - - > - - -_- - •.. • . Note All pPPCA ..a orwvation Placards o� • 1 it It i ���t t tt tt t ~ •, fl > ,f E ! $ ff - ±���� o f - 7 _ o f Fitted Wigs j r m , t ,. P 3 o prevent Leaf 1 -4 ,. i a 8 . � ¢- From . SYStem. m II 1171 I % k% ILL t % i t .+ 1 °Q, \ >° , 2 a @g zoning ! WE _ c - _ Zonin Dis tric /V - � � • , `. tj 4 % >,>A- L CLJ r I IM tt �: li -r e i fl Above) Pro ded 25,0S S.F. 94,090 S.F; r; - , U , Minimum L of rye t Qr t ini Lot fr t0ge - $ , , Nr , L ICE r�lr L/ AMxi% ° = _ i . . _. — t' _ - Side _ l 30 PT, --m nonce with the �� � 1.4 . Blg. Hei ht f T. .� f - oxu fly rep ,M , j. � �� ' � � • i - � oxlr7e� Lot ro e � .�, - 1 -1 5 % mo t. v Draftwr 7' r JY4v J 7 e '- ,.ift! jet , ., tttl I .a 'W4 Q f g 4 ' o �. i ® >> i t'F . - . JV - A A it ® " ` , ti } ■■f� rt t >f�� V4 e.� et t f ! Hondicop ed Q+. ... 11r 1Li ''•LI r s+1 / i or U. �r9 NA1 8f , to 8 �, � t� X;11% Cz ,5` proposed CO=We Q OF t ` a t Bordering Vegetoted Wetlof7ds% -�•.�Gr200,\ tt �� % * -, o C , t .. �`t�tC�? °�sir��, t�r�irac�ge l�lc�r�l��le, `� f�,' ct \%,.'RCrA1N1N VWA"c .► $ roinorg ' L ir?es + ,f . 12 NAJ t r- ~C t f Electric, Telephone Fable T�' ,��,..® .�.�._ 1` �— ` t Drain (30" id Existing grodes 'f5'8.--- t ate® Jt1 e Existing St a a11S . 4`+� a SOD Finished ed rode J:A - � a—> f ' b,. , a 1 W A S. 4- C• NA .sire � �a and Roo MI 4 ' 2 LAC V - Errc�des vt,� x j 37.5 �► 1d3 .• f52, cts mt �'edimerat�rtian antral (Ho)boles ...................... I • �. ® With filter fabric,) Ex is .Suer Lines .�. •l ter Lines I-AXX Note: co Route 125 After Al Work is Complete, wetlond Buffer Zone (10 ') � � .� Osgood S.; treet Sweeping Of The a 4 St s - l T r t - Q) Gr AsaReq&d By D.P W. STD" Precast Concrete S eepto � 11b Curtsn (900 IDS an C I S Tagged irregular ,�t one fi ip -t'ap, 8crl s � vcrl eS � }n --------TQet ________- _ `scat with " Minus 'rushed Stone, _ « �i � � l ay Brick 'vurses ' - Slope 1�a ra • Length e hln, �. �. �•. To Finished Grade Bell Section t �Idth: Pipe Diameter v title End Only } It Fence , �, , W Yat. Spec, M2.01 ., - Precast ° `e th ,,, Min. Flow - 13 a� Concentric l ° _ 70 Cone .Se c t i Qn 1 " ° .0 • S- E COVER ' C� �. o Stakes AND GRATE Finish Precast (Fcch Role) ' f , I C- _rE STE �"— 3 �'t SU FINISHED - =e SEE NOTE j! _ Flared End _. o Precast ; « " •�••° . Ring Section Sec tiara i # ° Flaw invert g , (See Plan, + �. , . « T , � « . «1 , � • is VA .•. •, . . ..s 2"x�" , ' Strikes , +� C it 1 P ft R"C C 1 r- _ . vAR �E t`ach Bale Llrni Grid}rr � . , T M-CE i Reinforced Cone. Pipe r 4� -rein _ _ - Filter Fltaric Varies a Min) ' ------------------ ►i o - IN L, e WEIR - 1 OUTLET _ � � } � ice Precast (As Required) Typ * al 01 �F -ecas r c,.,on - --- Ring Section /C Q With Opening a e ORIFICEFlo w For Drain Pipe PLATE - ExistTS ing Ground -�;- G.A - c, Q _ _ - ° Min. DROP TEE - ��� EEQ INLET PIPE Prec�r.�� 24 o DROP — �� }c Anchorage.- -9 -' 0 0 Si It P �� , NORTH ANDOVER 6 natural soil o NG Y - -. 4 O C t Q I � � d WRh d t s r COVER LAP ° Cr `i�a Fil ter Fa brz c - va - SET 0� SECTION jH J C _ No To SCCtIe 6" tt ' 48 NOTE �" _ 1. THE USE OF FLEXIBLE CONNECTIONS IS REC���M1 N ED 1 Varies ' o + Hcs1* 17 AT THE INLET AIDE} OUTLET WHERE APPLICABLE DRbP PIP --------- ca C tch 2. THE COVER SHOULD 13E Pt�S'TIONEt? OVER THE OUTLET DROP PIPE AND THE OIL CLEANOUT PIPE. 3. THE STOR CEPTOR SYSTEM IS PROTECTED BY ONE OR MORE Flow Limit ! 0 O Not To Scale OF THE FOLLOWING U.S. PATENTS: 4985148, 5498331, - -- Grading Q `- 5725760, ; 5753115, 5849181. 67 —0 Filter ------------------- Silt------------------- Fabric Length 7.5' fl fl a fl fl _ _ _ _ _ _ as Len , 9 _ � tone — i z,. Fence 4 �v. (r2') 13022 Silt Fence Limit Of `'� '� � � '� L _ La � �= e" '� _ _ E< 4,� At�.� .- 19.5' � _ - �`1'Crdtng _ - --_ •--.4 _� c� �Nldth 1 2,5" 36" He ght � - I Fx}sting (7pC7Glt 1 25 gal, 6. ADS Inv. (4" 4" AD � Ground � C) � � a� ---- Laterals = 130.2' r- i 0 » w Weight -�_- (Typi`car) 3� lbs. � _ � � � � � fl fl fl }-1 2 6: 41 l b s, 12" #tonifalc (A�s) In�. ( ") = 15' _ _ 13Q 2' = _ L = 12' s _ 7. Chamber , . ( ") 3r, ins � Not TtrScale - -- (Typical) 123 9' 12" (ADS) 6, _$ r I I 1.OZ Inv.1 J " JDS Inv. (8" cv , . � y ., I l certify that this plan was prepared In I� k7v In 1 _ " Ass conformance with the roles and regulations fl p $ Q o a a a a s� c a o X F-- 1JO2' L 8' 9 12.5 ,t for ce or �]� r of flue register of deeds. O fl O -... O fl O.. fl -. O fl fl O B B fl - � +��� I ��JP/�al) _.. ___ I y, gz", `°- StoneTOR 10,0 CHAMBER — _ a o (Nate: Use H-2U Loading Chambers — - — — — — — — — CONyr — — — — C7 t(i l C1 i .Y j( Under Pav d urf ces �' ,�4,. (r2°r} = 1��.��' V 1 Fl°recl 5' I7r�rftsrragn Dote P.L.a do £jc P e d� ~I� ulte :, Inc. ' Rim 134.1' Inv In = Out = IJ0.51' Q {l (Nat To Same) Finished gradeers Invr��l End � '. Yr��Iav = 12,4' Stormwater 2.5" asphalt (Nof To Scal e) a rf f s.¢6 ge#gt,. �,4 a.k r* r �•r a •{f ra {'� �9 t rrr�r tY' �t..«f_3.s .:« •.'{ -,•' i.e r rr..-.#. 4 L Cults 410 $fa 1!3 ' 4 4" 8 compacted r Fabric ,nr Filter F b F / y 1 o --f�•-� r !•- �. #s .e ,ti r #4 $'i �r -..i ,r t''l ',a i Ya t - �g �OVER TO BE g ffi ki Y. (12' 3 1Jt02' � G— S. s �T"-0 � � �00 0 0 Q o _ I•� _ Q 0 � �i— Inv. (4". 4""'DADS E - Fabric ACTS �CI L ENGIOF CHAMBERS NEERING I X Cultec 41 a Filter F CLEAN ��a�nl .-, FILL FABRIC Inv.1 4 4"_ YES � �CaS Recomrnended, not required fl p a t 0 , i 12""stone base t S ; 1.O L = 23' . 36"" bottom 2 - o O —C 100 ��" �v (4„) 4,.- Ins � � � � 131.�J' ' I �a►41>e-R I- -r Ion In PGvement. d 12" (ADS) � Inv. ((j,) J"_'IDS �e jn Not TO Scale 1 Yr (Note: Use �-2 Lt�adfla Chambers � � FABRIC c = 1.�.�" _r� E � 5,r ADS Under Paved Surfaces) a .e - Laterals I U xIIs-rtr�� FiL-t.. i A-�'F_R EAR 4 a � 1 20 C S ED STONE _�=- ( yp� ) � • ! 5KAL-1 1FiE�°1f)d�[? C L ar P In In = Put T rcal } • „ Finished grade • • _ - , _ SEASONAL HIGH WATER TA13LE Culte., .l, . _ •.- , , ,... .. . :..,, ,.r. .� . . . , . , Y ',i F I I t e e Fabric Stc►rmcept _`�` Cho 1 . Chamber (Typ .� �r atur�ll Compactedle�n FIII r' I T� (1z . . a.: jI a• { :.; 4.. _. .T••}a i:':'�''r y r«!l v E�•r• - ' p a ,it-` Not to Sco/e, fl7r � 1..�J.� �� �� _._-.. 4.:.:,. • Its ' � - � �. ..: , fi 7` N 0 0 Cltec Inspection Cover " 0 "" Cost Iran Procne � Iran In - Q „ Ci MIPT DR 35 with LI ItCC '1 } Pavement CS" F/A PR35 Inv. (12") (Typical) b Ll Filter Fabric '� 'z to ne Recommended, Qkt —C� Q o o () 0 612"stone bad .. ., — � — � — �- - - - - - - -.Z---,:Qa—•�� � " internal � �'' 6 PVC Pipe Riser Ir4f (12 ) - 131.t}2' not required SCH4t3 or LL3� !� •``1 36it -�` bottom l coralpling ' Inspection Port Bottom g (� V) Broken stone ' ' r� �� Length And �'rat�nd OF Trap f kith To � Chamber Instc1la Ionl Chamber Pater Chamber Chamber �� f Number to In Soil cover Stormwater Management Chambers No. 2 fl fl a s fir. Elevation FlevQtian Elevation Stone grits No t To Scale I ?r� g y r� / Q fl © c © Q c o a a a 1 .7 1�'9.7F 13�. 1.�3' ��� 11 LOr �Lf b fl r 4 m o m a s (Not To Scat& (Nora: Use H-20 Loading Chambers 1 2 (z 128, 13C. 5 13 t_5 5' G.5` X 9' 1 1 Under Waved Surfaces) � , (S) 1-30.5 Ch-amber Inspection Port Not To Scale _ - I k - 2 _ k I certify that this play was prepared In conformance with the rules and regulations � v of the register of deeds. CO ._ e1 �; l . a { Drafts crn Data �L.5 R.P.E. � � •:,, 3 ' -V g Q z - Dump ter . A26 JAI A er as° Enclosure � �- � � - k4z _ Zone - - i z - tzz f' , F s -^r e ' ,. a • + - __ -- --.- -- fff ° fff NORTH ANDOVER _ — a NA2.3 PLANNING e �FTS � - rest ell LA a <1Z, { `` N22 4 f 21 3 E B REPLICA-rla ARCS ° 000 S.F.) . La ' S 1C E F. Af, ,V e NA E _ l ZOAIC 458 41 ° - - - p fa � A - - "+ i rr �+' ff Q •� _ k.a �f t_ \ dam` w V f y t '� ar ¢ Z r -- ----- ----- -- Y ±[ -0 try --_ Replica � a GRADE 46 �� �, `,� Plant List for Temporary Altered Wetlands � i,N 64 �� Mature a i ' ✓• t �' f R o - �l f � -'-' , 4 raa< 1y1t�mQ Name i " -" Size Genus/Species I�eiht Width ` ff ° NA 1. 4 � f � 1 �a ==6-8' Rol Maple I Aces rubnma 60' �'�' © \ H ` 30' 20' f- _ dray 3>rcrI etuia uolif p/ 12 .It'f 1 E ,- : t 2 H=36" Red-osier Dogwood I Cornus stolonifera 3-1 15 77 I •. . :r nj 2 1I 3b°' earth Arro wood I Viburnum r iturn 10' S-11}' -a ., ` _, ' / NA 1 I `/ NA 1- % 5 Root Mock `Sensitive Fern!On( lea sons bibs DEADMAN AT LEAST R."DIAMETER - 1 _. . - - Cz I �2'-C�"L ?Ni A10 NOT LESS THAN 1 �' �� T ra O'BELOW THE SURFACE - tl.. i ! , f �, „�- � � � f Kati `'� f Note, All disturbed areas to l sued with New England Wetland Seed lvlix 0 . Silt Ferree', A 6 / t SLOPE PLANTING DETAIL-FOR MAJOR &6 MINOR TREES, ff 1 r - BALLED 6 BURLAPPED k P .)jNA11 k f r r \� eA� D / II} P RUi�tE �<s L"�F LEAF AREA BUT ' �/,} _ �� � t3 7� � RETAIN NATURAL FORM - f - ty B [D P SPRAY WITH WILT -PROOF "t NA7 E �0 F- _ ACCORDING TO MG'S ¢ � 1 � >6 `", } r to INSTRUCTIONS i'F FOLIAGE IS SS '�+, # } PRESENT ♦... . S;S 1 ` I GROUND LINF TO BE SAME AS ` ' AT THE NURSERY I<%7 L "MULCH1i3 reposed Concrete NA 9 EXTENDING - 11 S BERM f CONSTRUCT EARTH SAUCER WITH \\ i OVER BE - � et�lrltrrg ll f'rc�p�s�d Sp�ca�s. 4"NIGH BERM Rlocst Stack 'p Sensitive "ern Q I r' t � �` Temporary Wetlands filtered fit:. �. = -af l REMOVE BURLAP FROM TOP e 7 7. 0' p '- ' �. _ t Birch t OIL f f ., _w ,,.., of BALL -- J_` 0 S.F.+/- c �m r'• ' , I off A. = 'ed lcl br aF NG 2 }-#}® Northern Ard asv arci l Plant List for ' Igo Disturb Zone Enhancement!Wetland Restoration ZZLZ� `''-BACKFILL WITH TOPSOIL a FEAT q GL MOSS 3 1 RATIO BY VOLUME IN 9" � "A DIM . 4� � -�F,f`,"- LAYERS-WATER EACH LAYER G] __�___a Mature lm'Iatc�re y _ ,__e- /vrat .' Area shall b seeded rtdta ! Quantity! gammon lIae lei t Wid.t ZI vv J UNTIL SETTLED- DO t3T TAMP ,7. �. •Q _ 12 7 Z Nab En lclrtd ttarr _ ix. S Genus/Species { py BREAK. SUB-SOIL �-`.-._. - "FOR PLANTS UP TO 4'HIGF-i \ ras' I� i Iif �1 -a=„{-- B"F C�R PLANTS A N`T`S OVER E R <'i'HIGH .. ,, ti ;� - ' �I 1�r3p��I AG��rU�3rUII7 � ;WITH A PICK � � N.A,3 - - - � ''• �-� r� rr?c�lrt 1�'Caliper i a 301 � 9 @ H=6- ' Su ar'Ma le I Ater saccharum so, SHRUB PLANTING DETAIL- s � i rain FOR ALL SHRUBS BALLED AND BURLAPPEO S `• � � Easement 3 �� r 2 @ H=&8' Red Oak/ uarcu5 nll}ra 75' 75' (30 wide) 3.5 caliper _ - s 3 @ H= - ' Norway Spruce I Picen abies 150' 75' PRUNE Ifs BUT RETAIN NATURALrXIS-r CHAI 9 I- i w FORM OF TREE 1.la N � t e T NA 1 � � Iper � � 6 - r ' �y Birch#�etuta t�c� ulifc�iia 31l' 213' � SPRAY WITH WILT -PROOF ACCORDING � � - _ I ` � . � I I i # TO Fv7FG'S INSTRUCTIONS IF FOLIAGE f wooer � E � } r � � 5 1�6-8' American Basswood I Tilia I�mericana 75' �S' F � IS PRESENT d}ARD - d �� , DOUBLE STRAND OF 10 GAUGE GALV. � _ - ,,� � _ _ _ _ ��_ - 1���l 36" Red-osier 13agwaad I CaI"I111S stalanifera 3-ltr' 15 G ', DOUBLE WIRE TWISTED (THREE GUYS PER � � •� l _ TREE , SPREAD 120 APART I ;osf � '" 1 E 6 s� f I m 6 H=36' N em Arrow c l I Viburnum recoenitum 10' S-1 ' L1.P Le Sy xk 6 @ 11=3 " American Elder I Sambucus canadensis 16' 10NA I MASS, r � i J LZ-NikesI u a occidental is 40' 20' 1 �_ " American Arbor SURVEW TAPE l GNGGARDEN, _ _ _ 2 . E1twFtIT 1 C i I; xh I - - 6 -- " ' Ste_ -led Alder/Alms ru�c�sa 2� 2� Q� GROUND LINE TO - - _. - _.... - -.SAME '� TREES LARGER THAN i"CAL. SHALL _-- -. _. - --... BE THE C _ �i ` .7 S� f >�ff O�J' 1948-199 I��l El°dGI.A_�dl� �'ETI�II�X L CZ AS AT THE BE It- 41RAPPED, WITH WATERPROOF RED WITH [ (WETLAND r�URSERY TREE WRAP a SEcu - - - 3 H= " Choke-Cherryl rumsvr iniaaa 2 ' 2Q' �< TWINE ..MULCH . F r f �� w - SPECL S S- PERCENT fF2. W SEEN _ _ M l , , 1 j 1I Pin-Cherry 1 Prunts tsylvanca 30' 3Q' { 1 EXTEND- -"-_ - � ! ING OVER F- 2' " 3`-O" STAiGE ;TOP t�F grin ed Sed�elCarercrirartal - - BERM STAKE FLUSH WITH GROUND t t � ~ r� �cardctT Sedse"i�arec eomasc�� _a_ �;—. � � � ,a „ 3 �=��" fountain Laurel/Kaiia latifoiia b�l(1' �i-l(r' K � IT Canada Manna Grass(GIveerra canadensisi � 1' _ J Lurid Sedge(Carex luridri ; I S Z 1_�C?NSTRUCT EARTH GAUGER - _ = Cotsman I iiac I grin a vuiaris 6-2t' (-2 ' Q Z' ��Z / i,' WITH 4"HiGH BERM-FLOOD 17` 171 - _j '>. WITH 1 CATER TWICE IN I r ' S, flueervaln(Verbena hasrr�rcrl F - Sensitive Fern Gr en Butrush(Scrr us arravirens) - .- lnaciea sensibilis - I 5 ' RIB Stack B� - 33 �4 HRS - t J,' F i \` V'rialrass(Scirw c v erir>us1 ' /JJ REMOVE BURLAP FROM TOP ;1 OF BALL -: - - ,Tic-rive weed f>�'uraatoriadetvhus scar.) 0 I.tip "643 P'12"MIN• - f�3 BREAK SUS-.ter _ _'�-- �BACKFILL. WITH TOPSOIL a PEATMOSS � :I - CTIt1fa lCvnerus esculenrusl - - � 6 SOIL WITH - f RATIO BY VOLUMF IN 9"LAYERS.WATER EACH -- A PICKsg --% od t r Iluute LATER y VO SETTLE D.DO NOT TAMP HQ SedecPCareslucautinal iO.6; i� Bc�rlest fEttoetorium ner{oI(aruml Pam! ,lip Ql PLANTING C3uY ING DETAILS,-FOR MINOR TREES ' rive APPLICATION RATE. I LB/5 4Q 5 °FEET A5 AN UNDERSTORY SEEDING � i LB12500 SQ-FEET AS A WET l2E.-kDO ` 1263--S i Cross Section i Cross s Section C—C .. Between Wetland •and Flags NA 1 NAB 20 ¢0 60 86 1 Between Wetland Flags NA 14 & NA 15 cale,• Harizon t al 1 "-' — 0` Scale." Horizon t al 1 = 0 Vertical 1 " _ e`ert ' a/ l „ = 2, • v Qu Proposed 1--'aemert , Cross Section 3-E ' • �,, - Edge cf l aver en t 1 I-; ; sal 'e tl 'r i e, lic& �" r Area Curb , Curb . '� Sca1�e.• Horizontal 1 " 201 1 7 Finish Grade Vertical !{/1e /ro a _ 1 CIj Ala E ? l 1 a �, aybales Backed [ 1, a Backed Existing material shall be replaced '` � � � [ 1 wr th 1.2 inches a f organics � � V`` With Filter Fabric With Fifer Fabric � � � f#�t p _- ��/J eland 7 r71 g. iq V `-` iy� Edge 1. YY eela ttd i b -- of 1 certify that this plan was prepared lr 1�ealicatic�n - Silt Fence Flash Grade Stor water Management ,/` Chamber Nc .2 oonforrn�ance with the rules grid re regulations ��' °-� Area ',� 7,32 � ''e flan d ` � � of the register of deeds. � Edge of 1�01and - H y°bales Backed � � � v� Existing material shall be replaced With Filter Fabric 18 � with 1.� inches of organics , f � � `� '`�s . � �. �. � Draftsman tic €�t,s � �,�� Slopes in excess of ° 1 shill 1 Existing Grade -- ~-_ --� rstirg material shall be replaced � �, k Edge of `eNona' ������ � be stabilized with jute netting t or equivalent. with 12 inches of organics � y Finish Grade = Exs ting ;grade 0 NOR TH A ND 0 VER 17-77-7 1 1� 14 Slopes in excess cif . 1 shall be stabilized with jute netting L NN N A or equivalent. Leistcnce fry Fee � 0 40 B Existing Grade ; is t lee In Feet s ;� " � � " Section •�.� I FT-7 I0 0 � � w � . Between Wetland Flags N44 N45 0 � � Scale: Horizontal I " _ 0` t�l s t oboe In Feet 142 Between Wetland Flags /V4 S 1 �,,Steel Guard �c�� / Scale: Hor zon tal I " = c�` rip or� Woll l Vertical 1 " _ 2' � _ 1 Existing Grade �., 1,36 Edge - �. � Edge l Date- of , lea bales Backed of , � wetland �' .. Bit. ccrc, � Wetland 1 �'ith Filter Fabric 9 a •� • , ,� c1� 1 Existing �- -- Finish Grade 5 wale r"-c' i . �°a Q) W � l�laybales BackedWIT ��„ , � g y With Filter Fabric � _ — i , r Gravel Backfill 2 Diameter �Existingrraate h f. shall be replaced t'1,c G crmpacted ° $ weeph es at with 1 in �- i, _ „ rn O.C. 1 c e_ c, a, ganres In Lifts (TYP".� 2" crushe(t 1,36 y_ Curb st�r�e a ``' q Existing trng Grade _ a 1 Slopes in excess of 2: 1 shall s Dowels It)" t,!C ° kz be stabilized wic` g jute netting Proposed Pavement car equivalent. " OJ 2'" G'eor (Ty p _ - 1,34 _ ,i Finish Grade _ : _ __ _ _ -__ �j 3 � �" 0 V B tC1 Barsrrtin. 2"'` " Key � , � Existing material shall be replaced � � � with 1 inches of organics - D stcnce 1 Feet - - - - - a ° . I dopes in excess of , 1 shin Bottomo,� Footing a - ° cc Elev.v. = 1 J.5' f - 6e stabilized with jute netting " Gnashed ,Stone or equi viler t. e 8 " clr - - •. 12 -0 fi, Leis°tartee In Feet .S"x 4", a 1/2 LSS. ; PER CH'S €T. 1. Provide Vertical Expansion Joints a 15, -p" c c saEEL°'�' SECTION 2. All concrete Ta Be class "A " And Develop 4,000 PSI At 28 Ucys. p 2 0 J. All Reinforcing To Conform To ABi`M A615 Grcde 60. Wood fast 6' -0" O.C. -- 4" x 10" Wood Rail 'T HOLES - 4. Damp-Proof Back Of wall, 2 coats Bitumastic cetainin Wall Detail Galv. Bolt - •, r, p _ o t Ta Scar1e € tAH -DETAIL �y 2 0 Ground, � 1 i LEABASD HEFTLATE #/� -rt�i '[ c�PGcaA ' A i VI15_W SF-C.-t'It LEAD SHEET HA E "e a r'p �P 1 Section "A :� F�c � .F . FZ -rt'AIt1��1C- it t E oG 'TAKE ��.1ClF_ 0 CRQ5IlF_r> k 1" Bevel Top 'I � YN BOLT � � 0 HAYBAL. `t t;1E 4� Bottom -� t., Bevel All Post PAVE�E�� � , , � � } c, Around Tip ,. az�, t � E`agR r + C� 15 �� - q � ° t-# � � � � �� FLOWQ:Rio Cy t? 1. EDGE BOLTS,NUTS AND WASHERS ARE TO € GALVANIZED. 2 �r� 1 tR���ta �a�E� � �dW ��0 4� � � Rail , HOLES �� � BOLTS SHALL �� 1t3!'DEEP. ���BOLTS-LU �. � a ���� Q , A Try SST RESIN, A ��© E av THE -- , G � ► — 3. PLATE 1S TO E SET ON 3/32" LEAD SHEET. Ir 0 o £ { Q} DETAIL Q WASHER 4. DETAILS H1d� GUARD ARE SHOWN ON DRAWINGS 01.1.C, 401,3,t�AND 4L:1,b.i� , � -I If -- B 3. THE E GATE D CONSTRUCTION METHOD SHOWN ABOVE ARE ALSO GALVANIZED o0 EISEC� WHEN THERE ARE l�1C EXPANSION JOINTS IN THE CEMENT CONCRETE. � (� G. CONTRACTOR SHALL BE RESPONSIBLE �R ALL F1EL�? MEASUREMENTS. e 7. FOR BACK UP PLATE � Q DETAIL SEE 4t?i.6.t CC WOOD GUA RO RA I L c� v Steel Guard R a' .Z I Detafl , N - -now o t To Veal 4 ; T Tv ► n ve wa t ering ura si in ko e ' r 4 s . - Alb t a scole