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HomeMy WebLinkAbout2011-07-05 Planning Board Supplemental Materials (40) z Y y z 0 :. f wP4 r; W tit r, }- ¢ n. W O PROPOSED TRAILF 0 ` PROPOSED TRAIL f : 100'WETLAND BUFFER �� � Uj < r OO _ > "." 00Z 11- SLOPE ETENTION SYSTEM TO `� �♦ m = CONSIS OF TIERED SEGMENTAL `{i F- RETAINING WALL OR APPROVED EQUAL W IX Z h TO BE ESIGNED BY A STRUCTURAL > -- ENGIN R PRIOR TO CONSTRUCTION , w .NQ 0 Z Z a o Z itt Z a 25 R f ��� 400, f P� SLOPE RETENTION SYSTEM TO CONSIST OF TIERED SEGMENTAL 5' SIDt-WALK f RETAINING WALL OR APPROVED EQUAL TO BE DESIGNED BY A STRUCTURAL LEVEL Q Meg f ENGINEER PRIOR TO CONSTRUCTION LANDING ii r> o Q , 0 �" / �C\A I _ A4� rC� ■ '� c 1 V $ SNOW SIN• 2 L I y r s o iSTORAGE '� f z l 7 \ Y CL 2 PR _ l: �, J 33 1kLi (� C9 r 5 \ z t \ '� y~cli +w 26 2 t kL 77, cn OR r o /: r 38 .?. 1 O r 5 a � t ;� ; rri 5 x I - �y 1 1 r r l COCIIEppE O P `^ � �. Vie/ � 5 - \ r 5. S z ••;` a"'r CHERE. `1'i/ ti, �. `1. i✓ j S > ord > i\ F Sc \k i \ to ,r "• '` I j?C SNOW \. ,, �o \ f\ - , WASTE RECEPTACLE PAD ---Y^ w ;� _ /�� P� �S�,P /o� oQ asy z (J} °•, STORAGE ?� 'x5' �tI'ND�6 �pp 44 0 ,�♦ e �- .,.„ — --. _, ,.,„A• �' ( .,�1LE1lEL a i \ ` 1 \� -� `' ,, r �}4t t 45 ,}.��� A ""`r SANDING �4$ Tl'P. C ® 24 $ �' Q"' EDGE OF V1�L`A�NDS .,l VMEEL STOPS FOR 23 47 �; .i' ` " # f _ . s HANDICAPPED SPACES 49 �.00� PERI EIDE ,.,J 1 n x,00 PERIMETERSETBAC (CCRC) --- �1 x .°\ ,_-. �! IL LU k �_ � .... .W .:. ,,,.., «-^_ _ ,�y 1 f c�`�• _ � Mr fir S0W_ AGE ` " -" P©RTE- ry 1D W�dK 17 8 !s ' 20 "'` t `` �` � a 1 Ci j I..r HANDICAPPED WCHERE 4P �Q 16 4:' \ LL" S _ 0 �. � � UPLAND AREA-71 „�,. Z O Q ti.50 �-- /�, 14 15 r—A N D - 54 P ' SID cuRI3 cur � 0 4I? F 1pFR 4 J LK _ c 0 St 12 r55 :'` �r } w F00 SNOW z. ;: u .5 4 s s 7 s s 0k � PED} 58 5 s5 <',.,r+ , ,v - �4` x x �- - .,.t N STORAGE �99.78PT 2 0 �'` 0- ISLAND o0 59 r: .r Q ....• I- o f t DRIVE . END N so -` `? 10 min: I �� �� - IW "� ,� W L� YCL od z b 00'r o- 6 1 ;f Ss �. O w VMEEL STOP I R � -� r x "� its a. � � — af 2+ _ �'x1$' NDICAPPED SPACES oc� +-i, I `x'0._ S65 r x. 7oo'r ;�� � �-�-.. SEGMENTAL (T P. 2+ss.ssl� o �- s sa $.~ \ RETAINING BALL y EDGEOF)�LANDS U Z to I---- x'FRAFFIC iGN (TYP,) `' c s+oo 0 71 70 ` ,. :\. - O �` `' W z SNOW 97 gg g5 94 iS� 73 72 .r y. '�-CSEE NOTE \ I C. t� Q o t,/� Q A 4¢ ``- r DYGL STORAGE sz si so ISL- ss s8 [SL- ao 7s 7s 77 76 75 �� �, � - - -"� �„'”` x --�- n AND s7 $6 85 84 83 82 AND 81 - 12, i5.5 NTRY SIGN/WALL ,�, F�`,�\,f,r,: °* ` �, f �' ,.,i o ,Z° p Z G� ,,. ; ' _�_ _ - - �\ 80S ON_ , BROOK �.� �"'__ Z .3 `� Z C Q .r. _ .... _. WOODEN RAIL ALONG TOP OF A L ""� _._- f - W = w _. � (SEE LANDSCAPING PLANS).. , .- -- - - - - --- _ PROPERTY LINE t S 10 MIN. ... .- ^. "' "_" '.- _ i w__ I=ENCE ,� - \��'- p- -� �_, a _ �U P _ r r _ PROPERTY LINE" is R1-1 tom, 0 3OSEGMENTAL RETAINING WALL EX, RETAINING WAIL ` __.._ _ UA z Yom:-, _ P �-P _ �� _ � _.�_.-r a _ - Q z ALLELE TION TAPER iv i 95: 1 DEC LERATION TAPER w_ F.F _ _ 0 LU cva� oRaII r"" 1 ' r- N ♦ w Z W oN I- L : © ----- - �. 50`WETLAND--/r W 2 Q MEET EX. EDGE OF PAVEMENT STOP LINE I 1 ♦ BUFFER CL w MEET EX. EDGE OF PAVEMENT r, c / 13_ � A�, ._._ --- __ _... _.. .... 1 24 ~�. _ 1? _"'`_., 120 _ _ -- J © ,_""' 121 130 ` 5 W��N _. -BU fi R 12 --- ` -- 125 ROU �, . �.E114 (SALEM TURNPIKE)--/ .._ 5�wBUFFER 122 Sof l j,� W w C1 RF R L1., Z GUARDRAIL '--~- _"" � � GUAR RAIL s f p z -- r� - '�I ��D_.. ,UFF �.sv.•. `- WEI i z w91 e \ P¢ m EDGE WEI�LA�S _. . 1V1 a r%ch i o n l / -�F�t-�� Ilf f VDS & Associates, L.P. 1-.0-- 100'WETLAND BUFFER 100'WE LAND BUFFIER---� x.00'WETLAND BUFFER Engineering and NOTES- Planning Consultants 1. ALL RETAINING WALLS GREATER THAN 4' SHALL BE SEGMENTAL MODULAR BLOCK RETAINING WALLS AND SHALL BE DESIGNED BY A STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. 62 Montvale Avenue TEL: (781)438.6121 2. WHEEL STOPS SHALL BE "BUMPER CURBING SINGLE FACE" AS MANUFACTURED BY SHEA CONCRETE PRODUCTS, INC. OF NORTH WILMINGTON, Suites FAX: (781)438-9654 MA, OR APPROVED EQUAL. WHEEL STOPS SHALL BE PINNED TO THE PAVEMENT AS RECOMMENDED BY THE MANUFACTURER, Stoneham, MA 02180 3. ACCESSIBLE ROUTES, ACCESSIBLE PARKING SPACES, ACCESSIBLE RAMPS, ACCESSIBLE SIDEWALKS, AND ACCESSIBLE WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS Email: engineering@marchionda.eom LU (WHICHEVER ARE MORE STRINGENT). 40' 20' 0 40' 80' 120' Website: www.marchionda.com 4. HANDICAPPED PARKING SPACES SHALL BE EACH BE MARKED AND SIGNED - SEE DETAIL SHEETS. 5. ALL PAVEMENT MARKINGS SHALL CONFORM TO PART 3 (MARKINGS) OF THE MOST RECENT EDITION OF THE "MANUAL ON UNIFORM TRAFFIC NOVEMBER 12, 2009 CONTROL DEVICES FOR STREETS AND HIGHWAYS." H:\PROJ\766-01\Definitive\Site.dwg 6, DYCL = DOUBLE YELLOW CENTER LINE 1»-40' M. & A. NO.: 766-01 SCALE: AS NOTED SHEET S OF :.9 {C) 2M WAR HONDA do ASSWA=LP.