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HomeMy WebLinkAboutC3.2 GRADING & DRAINAGE PLAN - AREA ONE ORIGINAL SURVEY ON FILE AT LAND SOLUTIONS S�pNAL EN SS�� 0STER�,o'L� o , 6 0� U r , - 0 9/3/2024 p ,S qTF OF \�P� ` frENT M DB 5 Z • - -_-_ O i w rOp ... \ N p a O s I \ ' �Alj£;,F,R ATE_ 10 00 co 0 IE� E o CL \\ / ° U S W C7 L J � X O W I r t S ,p L co [0 - - - - - - - - - - q • • • • • • i W a W CD w TOA 55.98 aol�, SEEPAGE BED - DB1 4 L , TOTAL AREA: 1,528.0 SF \ C3.6 B d,-REQUIRED VOLUME: 10,086 CIF -Top - - BM -- TOP OF GRAVEL: 2753.39 r°p .77.93' -- - w N 12" SD PIPE IE IN: 2751.53 -T°p ,,, , s sco _ TDB 4 , ELEV: 2756.00 J'r ✓T do �` \ - _ - W z TOA 55.58 \ TOA 55.90 a0?�� / J\ JT 7 \Jr _ T KEY MAP K I I I \ JT \JT \ 1� \ \ - N loo o 100 200 300 1 z T SCALE: I"= 100'-0" w o BOC 54.74 \✓T 'IT ✓r �° w B0C 54.59 3 �Jr Jr w \ Z - --- Jr 5 r \ \ Copyright ri ht 2024 C s IM � JT 1 All rights reserved. Reproduction or use in any form o I \ BOC 54.93 ✓r TO S 55.6 5 or by any means without written permission of I _ A BOS 54.65 C3•6 � Breckon Land Dcrimginal prosecutionul and subject to 0 T w ••• \ BOC 55.09 TOS 55.75 \ - _ -- - - - r BOS 54.75 \ V 6 TOS 55.75 Of \ \ BOS 54.75 w BOC 54.50 w I 2 BOC 54.15 0 \ 55.70 55.70 JT � Z CATCH BASIN/SEDIMENT BOX GT1-750 GAL 3 W8 60C 54.30 1 \ 9 \ �55.95 SAND WINDOW \,r GRADING LEGEND z RIM ELEV: 2,754.20 _ _ \ ° O BOBW: 2,749.67 \ 1040' PROPOSED CONTOUR s TOBW: 2,750.67 TOC 53.84 - - - - - - - \ Q IE 12" SD PIPE OUT: 2,750.67 BOC 54.42 10 -0 55.95 _ - EXISTING CONTOUR 01 B0C 55.24 / - -1050- - TOC 53.94 UJ 'of 54.75 BOC+54. X1050.24 EXISTING SPOT ELEVATION o ° FFE 2756.20 + 5; GRADE BREAK GRADE BREAK LINE 54.75 60C 55.28 / Q N Q GB- o FFE 2755.25 \ +�BOC 1132.2st SPOT ELEVATION w UJ I I BOC 55.36 FFE 2756.35 i O N 1 54.75 2.55% I \ �••• ••• DIRECTION OF FLOW � GRADIENT I I Q TOC 54.18 '' a 54.75 \ � ,\ 55.70 55.70 / W C'3 BOC 54.68 55.95 TOP/BOTTOM OF SHALE U z j w G Q TOC 54.25 BOC 54.81 B0C 55.42 8" SEWER MAIN 55.10 55.10 ; � J UJJ W I I < < 12 � SS 8„ �, 8" WATER MAIN O I I S BOC 55.57 9 a s\ 55.95 BOC 5 .85 -_______ N \ - 25 WATER MAIN SETBACK I \ BOC 54.77 \55.90 Q� BOC 54.93 ° _ Q W m I - FFE 2755.60 \ Q BOC 54.83 10 / _ BOC 54.96 soBOC 55.80 SEEPAGE BED UJ / 55.30 o UJ -• / CATCH BASIN/SEDIMENT BOX - TYPE G � F s / zz J 10 BOC 55.3511 TOC 54.69 55.10 55.10 I I M S$ 0 MONITORING WELL LOCATION UJQ 55.50 B0C 55.00 I - - _ FFE 2755.80 \ TOC 54.77 I 50 I cr IF55. _ 55.35 55.35 � / MOUNTABLE VERTICAL CURB LOCATION \ / / BOC 55.20 UJ 12 / 55.35 FFE 2756.00 TOS/BOS TOP/BOTTOM OF SHALE ELEVATION J s / / / I ' I Co RE RIM ELEVATION O W I I BOC FFE 2755.95 E 55.30 TOA TOP OF ASPHALT ELEVATION 9/ as FFE 2 TOC TOP OF CONCRETE ELEVATION T / 0 55.30 N (� 130C 55.08 / 55.50 C 4 M BOC BACK OF CURB as 0 RP HIGH POINT OF FINISH GRADE O 55.20 55.35 55.35 9 BOC 54.87 55.50 W W 0 W LP LOW POINT OF FINISH GRADE ° Q U W _0C 55.00 ✓r Jr JT - Cn FINISHED FLOOR ELEVATION TOC 55.17 �_ BOC 55.00 / �� _ BOC 54.74 Jj JT _W W FFE I I - - - < I / a \ < Jr ✓r ✓r UJ C/�� BENCHMARK J ° BM JT JT JT JT JT JT ❑ ❑ ❑ _ \Jr ' ' ✓T I OJT T J • G c / 10 ❑ ❑ �� _A \ \/ i Jra I� I� - 55.20 _ �i BOC 55.00 6 /L�/l// Jd Jz ✓T _ CALLOUT LEGEND y CD TOC 55.15 TOC 55.21 a�(=j�U\Jr a a o= W z �, / 5 B IC 54.50 C� �� 1 Oj ROAD CONSTRUCTION. SEE DETAIL I/G3.7 �\ 2w O L EU L •_ .,� -- ----- -- BOC 54.55 TYPE G PER ISPWG SD-608. �� m a_a a o m _ O INSTALL CATCH BASIN/SEDIMENT BOX - � " �+Z e�Y 9 9 BOC 54.48 55.05 4 0 0 pj� 57.51 -� 55.62 O TRANSITION FROM 6" VERTICAL CURB TO C CATCH BASIN/SEDIMENT BOX GT3 750 GAL 3" ROLLED CURB $ GUTTER I I BOC 54.82 O O PEDESTRIAN RAMP, SEE DETAIL 2/C2.5 REVISIONS LL N B0C 55.00 RIM ELEV: 2,754.55 Ll ,T - \ 0 BOBW: 2,751.22 No. Date Description _ _ _ _ _ _ _ _ TOBW: 2,752.22 INSTALL MONITOR WELL, SEE DETAIL ® IE 12" SD PIPE OUT: 2,752.22 O5 4/C3.2 Q / ®® --- -- ------ ____ TEST PIT LOCATION TO CONFIRM DEPTH W SEEPAGE BED - DB3 4 © TO FREE DRAINING SOILS. SEE DETAIL > U 1 TOTAL AREA: 585 SF C3.6 PROJECT NO.: d REQUIRED VOLUME: 3,437 CF - ----------- _____ ° - ----- O INSTALL 12-INCH PVC, CIO- BEND 24029 B TOP OF GRAVEL: 2753.80 EP 12" SD PIPE IE IN: 2,752.21 Og INSTALL 12-INCH PVG, 22.5° BEND DRAWN BY: BE 0 INSTALL GURBIN6 OUT. SEE DETAIL 2, CHECKED BY: Q SHEETG3.7 JB, HKM Q 10 INSTALL GURBIN6 IN. SEE DETAIL 3, DATE: o I SHEET G3.7. 06/03/2024 i TRANSITION GURBIN6 FROM IN (DTL O 3/G3.1) TO OUT (DTL 2/G3.1) SHEET NUMBER T GRADING AND DRAINAGE PLAN - AREA 1 0 A 12 SLOPE SHOULDER 2' o 6:I, TRANSIITON TO a N 2 0 20 40 60 MATCH EXISTING GRADE C3.2o SCALE: I"= 20'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16