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HomeMy WebLinkAboutPlan (2)57 - > >/ CRUSHED STONE 6" PERFORATED PVC PIPE (HOLES DOWN) m FILTER FABRIC CURTAIN DRAIN, DETAL NOT TO SCALE DUE. TO DISTORTION DURING RE1Pk0D1JCTION, THIS PRINT MAY NOT SCALL EXACTLY ALL DIME.NSIO `=;HOWN OVERRULE. 5CAUNG. IF THERE ARE ANY DIS(71��EPAHCIF`x, C�3hITACT ENGINEER. LEGEND 2 z --f--- Q EXISTINGCIL 51TUMINOUS GRADE --� CONCRETE _ --��-� CATCH BA51 N CMP CORRUGATED METAL PIPE C> 7 � a ao ,, `z ry� - L"' ° Q l/ Q Q opo p dCy Q Cj G b 4 d u > MANHOLE dD © d J o oQ ' oo p oo ad �4 U Q Q i dd Q Q LoQ G �o�o RCP Q pD 4 o d o Q d ° ° Q Qom, '0 U o d G a Q o 0 4 0 �� o v ° ' c' D I �4MIN" WELL - > >/ CRUSHED STONE 6" PERFORATED PVC PIPE (HOLES DOWN) m FILTER FABRIC CURTAIN DRAIN, DETAL NOT TO SCALE DUE. TO DISTORTION DURING RE1Pk0D1JCTION, THIS PRINT MAY NOT SCALL EXACTLY ALL DIME.NSIO `=;HOWN OVERRULE. 5CAUNG. IF THERE ARE ANY DIS(71��EPAHCIF`x, C�3hITACT ENGINEER. LEGEND 2 E_X15TING CONTOUR --f--- PROPOSED CONTOUR 8I' 51TUMINOUS CONC CONCRETE CI~ CATCH BA51 N CMP CORRUGATED METAL PIPE CFF- COPW-UGATtD PLASTIC PIPE LL LV ELEVATION EXF)T EXI5TING INV INVERT NIH MANHOLE MIN MINIMUM O/W OVERHEAD WIRE PROP. PROPOSED i POLYVINYL CHLORIDE PIPE RCP REINFORCED CONCRETE PIPE 5A ISI SANITARY TF TOP OF FRAME Tti p TYPICAL A 57 INLAND WETLAND FLAG LOCATION AND NUMBER NOTE5 1 BOUNDARY Tom. EN FROM ASSESSOR'S MAPS. ELEVATIONS P'*0 ON NATIONAL GEODETIC VERTICAL DATUM (NGVD). _ SITE It LOCA --:D IN AN I (INDU5TRIAL) ZONE - 4 THE. LIMIT OF !NLAND WETLAND5 WAS FLAGGED BY MICHAEL SCHAEFER, CERTIFIED SC i,50ENTI5T 5. THIS PROP05 INVOLVES THE FOLLOWING ACTMTIE5: A. THE IN5TA _ATiON OF 174't - 8" PERFORATED PVC CURTAIN DRAIN. B. IN5TA,t_L '11 4 F 105'= AND 125't - 6' PERFORATED PVC CURTAIN DRAIN AND '5', Y' SOLID PVC CURTAIN DRAIN OUTLET WITH AN A550CIATED RIP RAP APRCi ~AND THE. DRAINAGE OUTLET AREA SEEDED WITH GRA55. C IN5TALLATI: !F 2 5T( rCM MANHOLE5 AND 240't OF 24" CPP IN ORDER TO PIPE ;Pd F ISTIN!�, WATERCOURSE. '1NV. 24?.52 - -- 4i PROPOSE 240'±-2,1'; CPP PROPOSED- 3' WIDE} .. S = 0.034 0 ± INV -24L70 STORM MH #1 1'LDE�?s 1. INV 247.52 INV 42-54 INV -239.45 { PROPOSED ;_ 1 STORM MH 10' , /�7 / INV 239.45 ✓ ! f� 7�: \\ r --PROP 174'±-8" PERFORATED PVC \ r'P05TS CURTAIN DRAIN Np S = 0.005 ( MIN) S N ETCO % 3511 QC v V sp 80 l20 GRAPHIC 5CALE IN FEET (CHECK BEFORE U5ING) s C.B.ALU 1� M \ TRAILER \ t _ z TF INV 2 38.3 -6" VC- IN ` `O co 11 INV 237.7@- 121"RCP- (OUT) I I Oo, yO�ro�r , PAD ! ` Q � INV 239.75 _J �Z �17-1� G n - 247... \ END b" PVC = TF -7 \ �Q� M i z kC6 cpi %c ScONC`�, t o 4F4- RRENITIft 5TEP5� w >- T NWALL POL E WELL CP 8373 \ U LJ <w ,/W QV, tia � POLE. 4 ruLt HELICO 569 _ F� \ J ' HELTCO INLAND C ` *2568 WETLAND5 HELTCG *2568 ULVATiON 237 46 A S� 11 N/F �� POLE T,4 TF OF_ 4L& P 256 I J. CHOP S T��N POLE >� �y� jJ �'� cL& P 5 �• r 2567- = \ 0 13 THI5 15 COMPILED FROM OTHER MAPS, DEED DIMEN5ION5 AND OT 50URCn OF INFORMATION, NOT TO BE CON5TRUED A.5 AN CURATE 5URVEY AND 5UBJECT TO FINAL CHANCES A5 A M E ACCURATE. 5URVE.Y MAY DI5CL05E. c-� (Nn .Z ij PUMP '�CONC I I Oo, yO�ro�r , PAD ! meati e i 8U� 8/0 _J �Z �17-1� z 3 -J co3 � inwa, "4 C ' S BVI i z ��ING %c ScONC`�, t o 44Flo- RRENITIft 5TEP5� w >- T NWALL POL E WELL CP 8373 U LJ ,/W QV, tia � POLE. {C,ATE'� L CP 8372 s HELTCG *2568 ULVATiON 237 46 A S� 11 N/F �� POLE T,4 TF OF_ 4L& P 256 I J. CHOP S T��N POLE >� �y� jJ �'� cL& P 5 �• r 2567- = \ 0 13 THI5 15 COMPILED FROM OTHER MAPS, DEED DIMEN5ION5 AND OT 50URCn OF INFORMATION, NOT TO BE CON5TRUED A.5 AN CURATE 5URVEY AND 5UBJECT TO FINAL CHANCES A5 A M E ACCURATE. 5URVE.Y MAY DI5CL05E. c-� (Nn .Z ij "o �Z® AkCD _J �Z �17-1� z 3 -J co3 � inwa, lI z 44Flo- w >- E -> U LJ QV, (.` l 1996 TOTAL TECHNOLOGY INC, These drawings are the property of the Engineer and have been spec+'f;catty prepared for the owner of this Project, at this site, and are not to be duplicated or used in part or whole for any other purpose, project, vocation or owner without the expressed written consent of the Engineer, 4 @ A ij Z'0a (.` l 1996 TOTAL TECHNOLOGY INC, These drawings are the property of the Engineer and have been spec+'f;catty prepared for the owner of this Project, at this site, and are not to be duplicated or used in part or whole for any other purpose, project, vocation or owner without the expressed written consent of the Engineer, u0 ij 0 z C� z lI z w >- E -> U LJ QV, L s -1 LL! a (.` l 1996 TOTAL TECHNOLOGY INC, These drawings are the property of the Engineer and have been spec+'f;catty prepared for the owner of this Project, at this site, and are not to be duplicated or used in part or whole for any other purpose, project, vocation or owner without the expressed written consent of the Engineer, %J J 1yrrR UJ 0TWA- U C • 1u UJ U ::) z OL UJ� 0 >. < UJ z E -°" UJ ®( 02 d . Z7 —J Z 0 0. 0. I 1 OF — /` 1 )C7B NO, 90-12-60 u0 0 lI z w >- �^ V QV, %J J 1yrrR UJ 0TWA- U C • 1u UJ U ::) z OL UJ� 0 >. < UJ z E -°" UJ ®( 02 d . Z7 —J Z 0 0. 0. I 1 OF — /` 1 )C7B NO, 90-12-60