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HomeMy WebLinkAbout2013-07-16 Planning Board Supplemental Materials (25) Q��y i I_I\i LEGEND:V Cc� ■APPROXIMATE PROPERTY LINE�ty9��`W h M 00 I �\\��,I I----PROPERTY LINE SETBACK rw�?w ONj I O WF 7 7 I 100'NON DISTURBANCE SETBACK W W O (�\\I ESTIMATED MHW SETBACK j(n LIMIT OF STORMWATER DETENTION SYSTEM v-�,I\b i Lil ' 250'NON DISTURBANCE SETBACK Z 6-(n N k �,I\�\1�.i i LQ 325'NON DISCHARGE SETBACK`Z�W:z�Q:Z)O_I\Z f LIMIT OF WETLANDS'�ti Q Q: N\WF 72 I WF 1 WETLAND FLAG LOCATION`O \a 4 1EXISTING FIRE HYDRANT W \b ELEVA TION=113.67' CB3 El CB EXISTING CATCH BASIN O mC,4 _\\�4 C,1 L OCA TED ON THE GROUND W c y C EXISTING UTILITY POLE I Z 1 BY MERIDIAN ENGINEERING,INC.EXISTING SIGN LAjL i Z j O-I pc TW 12 0\1 ON SEPTEMBER 22,1994 r, - WF \BW 126.0�'`WF 73.X EXISTING LIGHT POLE Z I \O 1©EXISTING MANHOLE O 34x5--------(TW 1 0'\OT EXISTING TELEPHONE MANHOLE U 35. N^PROP.EXTENDED I BW 12.0\\OO EXISTING DRAIN MANHOLE +TERS T SYSTEM BDRY Nn�\1 c\®EXISTING WAEXISTING WER GATEER HOLE IIIIIIII I I IIIIIIIII I II 6 34x0 I f0\11 rte.\OHW-EXISTING OVERHEAD WIRES OMH`'�'�S w\ \lCp 33x5\WF 4\EXISTING SEWER SERVICE- ---/2\ �-D/R11 D-��--OMH4\��\0-EXISTING DRAIN SERVICE O00 ////PCBf--R7 8 N W-EXISTING WATER SERVICE A O 4„DMH D LO AG ';- EXISTING GAS SERVICE Y L I�yJ v�!�/❑CU1\l\I--�--��\ N\---- -jaQVD� L32 �7CB -------------CB13 S T VALVE LJ t4j o\w135.0 ODFENCE PROPOSED WO�=�OO -ROS W 126.s\PROPOSED WOOD GUARDRAIL : CB25 DRYWELL co �R1-1 PROPOSED SIGN Q) LQ Q Q O\Q 34x6\\S�`\��\\TW TOP WALL fO���Q J�� \�--�O A\BW BOTTOM WALL W O Q O oe '•, �\G px0 I PROPOSED°I 2,\F'i\�Q\v\WF 7S HP HIGH POINT W^OCr O ��"I BANK\p�vF\NOTES:2 p Q \1.REFER TO ELECTRICAL DRAWINGS E-1 AND E-2 FOR PROPOSED�V A Z O Z o SITE LIGHTING DETAILS.Q Z Q \II TW 135.5\2.THESE PLANS HAVE BEEN PREPARED FOR PERMITTING PURPOSES\Q }\_/134x W 126.5 x\ONLY AND SHALL NOT BE USED FOR CONSTRUCTION PURPOSES.�! I WF 76 REACH CHART:m z z °_,3Jr.2-J\34x5 z °c�\REACH PIPE DIA.LENGTH SLOPE Q _�\O�G_2 34x6 A\R1 12"HDPE 37 0.010 G'�\I\R2 12"HDPE 20 0.010 OOF PCB1 I I oRYKELL\\R3 12"HDPE 77 0.005 �\X 0614 V�A R4 12"HDPE 22 0.020 m m __ \�3,,-\R5 12"HDPE 10 0.010 o iJ\��Z OMH7 1 x�I I\WF 7 7 R6 12"HDPE 2 0.020 NF 0---\,�\-NF R7 12"HDPE 66 0.005 Z�-\\R8 12"HDPE 5 0.020 \PDMH qD�'A DMH2►Q1#1\R9 12"HDPE 6 0.020 w D RTZ(�L D R3\\\\R10 10"HDPE 2 0.020 a o 0 D__R5\R11 12"HDPE 60 0.005 Z \���133x D I l i l DMH3_6 �.C�AL,��^_____ `I\�HP'134x9 I\WF 76 R12 12"HDPE 60 0.005 W o _HP PROP.EXTENDED v TW 135.5\o l 1 I DRY DETENTION\\BW 131.0 R13 8"HDPE 21 0.010 w `��=l 25 RANT yq�%/(I l cefo I SYSTEMA o\'\2 R14 8"HDPE 17 0.040 /RDS=,1t/i\I 34x5\•'��1 WF 7 9 R15 12"HDPE 90 0.010 \\4 S----�\�I STRUCTURE CHART: �BS'20 I I I 34x5\•1.STRUCTURE RIM ELEV.INV.IN INV.OUT 6 --�F/�s I\\I-----------J'.\`J2 1 PDMH1 134.6 129.8 129.7 /I q lI T'X5\\\•9 WF 20 L PDMH2 134.0 131.0(DRYWELL)129.25 �,vh\///0 33x3\\\•WF 2 7 129.35 /////I_2'\-/s\1 PDMH3 134.8 SEE DETAIL Q ///6„\•1 PDMH4 133.5 130.6(DRYWELL)130 Z Z ////S\\V)130.1_Z Q Q \///\\�\PDMHS 134.0 SEE DETAIL 0-1 \ N\\//(�•\\(\�\\\\\•\PDMH6 MATCHEXIST 129.6 129.3(MATCH EXISTING)Q o- \\CB4O6D\\\ af�3Q PDMH?133.6 128.35 128.25(MATCHEXISTING QJ�V2S•PCB10 133.0 130.2 Z N\�\\\\���3�\\PCB11 133.35 130.0 Ld J REPLACE STRUCTURE\\\\\n d IF NECESSARY\\\\\\\\O�\PC612 133.1 130.4_�W::) \\\\\\\\\\\\ n C V PCB13 133.4 130.2 0 N\\\\\\\SMH3.3�PCB14 133.8 \129.8 \\\\1/•7 PWQI#1 134.2 129.15 129.05 3\//\\\��\1`• 4 PWQI#2 133.6 129.85 129.75 \/II vv REA IYP�v�I�� \G\\/\.`��////`✓m RN b \\��- S 3 MU l•.�3 L CH AREA 2 �\\/ ca GRAPHIC SCALE,�,*``"a�a W V/ fv &R11K,11($U(1))p 43/1""za w 80 Q W oy\ SHEET No. (IN FEET) 1 inch=20 ft.rmt"��C-6 PROJECT No.LE 480-60