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HomeMy WebLinkAboutBaseball Grading & Drainage Plan - - 430 OSGOOD STREET 1 2 3 4 5 6 NORTH - _ \ LE ------------- '-- � F \��--�\' \- _ - _ Gale Associates,Inc. - _ _ ` - _ _ - • MEET EXISTING �-- - � � �. �� _ /Y = Engineers and Planners 300 LEDGEWOOD PLACE SUITE 300 E � ROCKLAND,MA 02370 '�� P 781.335.6465 F 781.335.6467 www.gainc.com - �� AMENDED INFILTRATION TRENCH,- X 105.20 - REFER TO D , - _ Boston Baltimore Orlando Hartford Bedford DETAIL 6 C503 � � 105.20 X - z t 105.50- RAISE - -- \ � ��� � �� �� � MANHOLE COVER - CONNECT TO RIM=105.75- 1= EX T MANHOLE HOLE - - his drawing and the design and construction features disclosed ad -- --- - are proprietary to Gale Associates,Inc.and shall not be stared or \ - _ -�.__� �� INV.IN=100.54 \ reused in whole or part without the express written pennission of - 105.90 ___105 5 - _ - Gale Associates,Inc.Copyright©2025 \ - -.. w X 0 - _ 6"HDPE @ 1.0% - -106.25 w 106 w w - 106.30 _-- _ _ - - \ 18"0 AD 107 - 106.25 \ \ RIM=105.75 \\ \\ 106.07 „ - 106.15 F_ 10I 7p8 70 \\\\\\\\\\\\\ \ X �"».»�»»»» `v 106.30 106 9 �O INV.IN(SE)=101.63 106.15 ` \\\\ \\\\\\ \` » \ .».»�»».»,»,� f \\\ � , INV.OUT W=101.53 \\ \\` \\\ \\\\\ \ \\ 106.25 106.30�` \` v 106.20 _ \ \ \ 106.38 106.20 106.20 X 106250\ \\\\ _ ` \\.\\\\\\\\\\�'\��\\\\\ \\ \\ \ \\ \\ 106.30 \,®\\ \\\\\ o SLOPE NOT TO \,, \\ \\\ \\\ \\\\\\\\\ \\\\\ \ \\\ y, \ \� �\ 1o6.3a 6 CONSTRUCTION SET \ \\. \\\\\\\\ 6"PERF.HDPE 0.0%' 6 \ \\ \\\'\`\\\\\`\�\\\\\\ \,. \`\\ EXCEED 3:1 \ \ 15 f(d DMH 102 @ \ t\\, \ \\ \\\`\\ \�\ IUU.-0\ 3 \\\RIM-105-89 \'\ �\\\\\\\\`�\\\\\\IN 1 X 1 STONE TRENCH\ \\\ \\\ `\ \\\\\\\\ \1>>t\ o \ INV.OUT S=103.64'\\ \> \\\\\\ `\\\\\\ INV.=104.25 \" 106.20\\\\ \\\ �\ 6 PERF.HDPE @ 1.0% _ \\\\ () \\ \\\\\ \ �Y\\\\\\ 106.13\ \\ r \\ \ \\ \\ \ \\ \ \\ \\ \\ \ \\ \\ \ \\ 106.33 15"0 DMH 101 \ \ 18"0 AD 106 - \\\\\\\\\\\\.\ \\\�\\\\ \�\\\ RIM=106 10\\\ � � \ 106.05 RIM_105.75 D / BULLPEN=106.29 BULLPEN=106.29\\\ \\'\\\\\\ \ \\\\\\\\\\\ \ \\\\\\\\\\\ \\\\\\\\\\ INV.IN(W)-104.25\\, \\\ INV.IN(S)=101.99 GRASS=105.81 FIELD=105.81 C414 \\\\\\ \\\\\\\ \\\ \\\7\\\\\\\\`\\\ \\\\\\\\ \INV.OUT(S)=103.92\\ INV.OUT(NW)=101.89 \\ \\ \\ \.\ \\ \ \\ \\ \ \\\\\\�.. \ \106.18 v ° \\\\\\ \\\ `\\\ \ \\\\\ \\\\\ \\ �.\\\\\\ \\\`\X\ 106\\\\\\\\\ X \\\ 106.10 6 HDPE 1.0/o 6"PERF.HDPE @ 0.0/0 106.29 yy \\ �\ \\ \ IN 1'X 1'STONE TRENCH \, `y'\\ \\\\\ \\\\ \\\\\\\\\\\\ \` \\\ \ \\\\\\ \\\\\\\\\\\\\\\\\��\\�\\, \ \ 18"t7 AD 105 Cn J - \`\105.71 \\\\\ e \ \\\\\\\\ \\\\\\\\\\\\\\\`\\\\\\\\\\\\\ \\\\\\\\ \\\\\\\`\\ 105.96 \. = RIM=105.75 Q INV.-103.50 \\\\\\\'C514 \ \\ \\\\\ \\\\\\ \\ \\\\\\\\\ \\\\\\\\\\ \\ \\\\\\ \\\ X \ 106.05 V z L(7 \ \\ \\ \ \\ \ \\ \ \ \ \ ;\\\ \ \\ \\ 105.96 \ \\\\\\\\\\\\ \\\\ \\\\\\\ \\\\\\\\\ \\ \\\\\\\\\ \ \\\\\\\\\\\\\\\\\ \\\\\ \ \\ INV.IN(S)=102.45 w Q r1\\. ' \." \\\ \\\\\\\\ \\\\\\\\\\\\ \\ \\\\\\ \\\\\\\\\\\ \\\ \\\\\\\\\\\\\ INV.OUT(N)=102.35 = 00 \\\\\\\ \\,\\\\\\\ \\\\\\\\ \\\ .. \\ \\\\\\\\ 12"PERF.HDPE 0.5% \\ 6"HDPE 1.0% - W w0 W 00 \\'10546 12 PERF.HDPE @ 0.5% \\\\\o\\\\\\\ \\ \\ \ \\ \\ \\ �\ \\ \\ \\ \\ \ \ \\ \\ Q= H \ \ \\ o \\/\\ \\\\\\\\ \\\\\\\\\'\\\\.\\\\\\\\\\\\\\\�\\\"\\\\\.\\\`� \. ,\ \\\105.84,. C 0 Q CIO \ \\ \\ \ /\ \\ \ \\\\\\\\\\Y\\\\\\\\\\\\\\\\\\\�\,\ \\\\\\\\\ \ \\ \\\ \\ \ \\ 18 0 AD 104 - W W 105.41 \r.\\\\\\\\\ \\ \\\\\\\ \\\\\\\\\\\\\; \\\\\\\\ \�,\\\\\\\\\\. \\\ \\ \ \\\\\\\\\ \`\\\.\105.71 - 0 H Cn 105.41\\\\\\\\ \\' \\\\.\ \ \\ \\\\\\\\ \\\ \\ T\\\\ \\.\\\\\\ \\\ \ \\\\\\\\\;\\\\\\\\\ c \\\\ RIM-105.25 o LL-Q� z � \\ \;\\ \\ \ \\ \\ \ \ LJJ Z p \ \\ / \\ \ \ \ \\ \\ \\ �\ \\\\ \\\\"\ \\\\\\\\ \ \\ \ INV.OUT(N)-103.00 -:_, a Q O- O a / \\ \\ / \\\\\� \\\\�\\\\\,\ \\\\\\\ .; \\ FINISH GRADE=105.37\ \ REPLACE MANHOLE FRAME AND / \\�'\\ \\ \\ \\\ „FINISH GRADE=105.37 \' z QQ Z III\\\\\\ \\ EX.TOP OF STRUCTURE=104.17 \\\\ EX.TOP OFSTRUCTURE=104.03 \„ C _ COVER AND RAISE TO FINISH GRADE \\\\\ / / w\\\`\\\`"�\\ _ M� O O 105.15 / \\\\\ \\\ \\\\\\\�\\\\\\\\\\\\.\\\\\\\ \\\\\\\\\\`"\\\\\\\ 6"PERF.HDPE @ 0.0% W� \\\ �\ \\ \\ \\ N 1 X 1 STONE TRENCH Q \\ \\ \\ \ \\105.41 = z \ \\ 105.15 \\ \\\\ \\ \\\\�\\\ INV.-103.25 Q \\\\ \\\\\\` `\\ \\\\\\\ \\\\\ \\\ 15"0 DMH 104\\\\\\\\ \\ - _ 105.41 R..1 10 \\\105.33; 105.38 = \\\\ 105 \\ \\ \\ \\ \\ \\ \\\\\\,\\\\\ \ \\\ \ \\\\\ \\ \\ .\\\ INV.IN(NE)-102.37 \\ APPROX.LOCATION OF SUBSURFACE\\\ \\\,INV.OUT(SW)=102.27\\\\\\\ = \ 104531 DETENTION BASIN.RAISE MANHOLE RIM TO \\\\ \ 104.67 AND INSTALL ACCESS FRAME COVER. 105.53\\\\\;f\\\ \\\\\\\ .\\\\\I \\\ 105.18 \\\, 105.65' 104.79 \`\\\\ \``\'\\\\ 105'\\/\\\\�\\ / \\\\ \\\\ 106.05 105\ \ \\\ \\\\ r!\ 105.14 :`105.18 105.50` 8/5/2025 DUGOUT SHIFTING RDT \ \\\\\ \\\\ FINISH GRADE=105.-\ \\ _ 105.40 y xa tSTNGSTRw URcS RDT EX.TOP OF STRUCTURE 103.97\ \\\\\ \ 105, L-104.97 II II \ 104.70 \ \ \\ \\ \\ / \\ \ \\ 000103 27\\\ \` \\\ " \ \\ \\ _ \ FINISH GRADE=105.07 `1✓ 6 \\\\ \\\\\\\\ RIM-104.27 \\ j \\ \ \\ \\ \\ \\ RISER=103.94 EX.TOP OF STRUCTURE 104.02 104.62 \\\\\, `\\\ \, 104.70 C514 \\\\\\\\\\\ INV;;,;�- ,n \\\\`\"1\\' \\...\ \ 104.50. o \\ \\\\ INV.IN W=100.34;\\\\`\ \\\\\\\\ / _103.60 - \12"PERF.HDPE@0.5/0\\\\.. \\\.\t\\ \\ () \\ \\ \\`\\ 1'. \ \\ \ \\\ \\ \ \\ \ \ \\ INV.OUT(S)=98.00 NO. DATE DESCRIPTION BY 15 0 DMH 103 \\\\\ \\ \\ \\ \\ ` \`104 65\\ \ INSTALL ACCESS COVERS�.\\\\\\`\ \\\\\ \`' 103.68" / PROJECT No. 9560 104.50 104.50 L \\ \ \\\, \\ \\ FOR BOTH MANHOLES\x\\\\\\\\�\\ \ / CADD FILE 719560_C201 INV.IN NE=102.11 ` »' ( ) o \\\ \� \ a�;\\ \'"av t . \ \ \S \ \\ /; GRADING AND DRAINAGE NOTES: '\ INV.OUT SW=102.01 L - \ .»».\ \ \ ( ) \ 0 104.50 ••\•»��,\ 104.65-\\`\\\ \\. \ 1'_ RF_ 1 0°l0 DESIGNED BY RDT 104.32 o Y'. S• --`;. " y , \\\ \ _\` \ \ 1. PEDESTRIAN WALKWAY CROSS SLOPES SHALL NOT DRAWN BY RDT Y' \ \ \ ��" +ry>x�r\'104.55 - _ 104.65 /\/,'r _ - EXCEED 2.0%AND RUNNING SLOPES SHALL NOT 104.42 " o/ CHECKED BY KFR \ 6"PERF.HDPE @ 0.0% i' / EXCEED 5.0 0. \ -h �_ -' / " "�-J / DATE 6/6/2025 IN 1'X 1'STONE TRENCH INV. 102.50\\ / GRADING AND DRAINAGE LEGEND DRAWING SCALE= �\; � \ 12 HDPE @30% GRAPHIC SCALE - \ =t PERCENT SLOPE/DIRECTION CONNECT TO EXISTING DMH _ o sa eo f INV.=96.00 X110.00 SPOT ELEVATION _ RAISE MANHOLE COVER / \ \ 1 \ RIM=102.00-- f� / i SHEETTITLE G \ F J. i /// / HDPE PIPE t \ �\ \� ` - ---=PERFORATED HDPE PIPE BASEBALL GRADING&DRAINAGE ____ -FLAT PANEL DRAIN y PLAN A \ \� \. \' i / v -LL _ 110 PROPOSED CONTOUR PVC/PRECAST DRAIN MANHOLE(DMH) - DRAWING NO. .. PVC AREA DRAIN(AD) _ �� OUTLET CONTROL STRUCTURE(OCS) O 13 0F 30