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HomeMy Public PortalAboutLEWIS AV_148.pdfv � DNR MARSH LINE FLAG. TYP / / r 25' MARSH BUFFER, TYP. s Aa9 i Nos /� NON -SENSITIVE SILT FENCE 2 ROWS SENSITIVE TYPE SILT FENCE X s 0 5�6 Ds3 E z - EX. POOL 5 1 s Ag 0 r w M p` 0 06CR o ! o� � as PJLU EXISTING HpUSE-` 1. U W000 POSTS OR 1. USE STEEL AS SPECIFIED BY THE EAOSIgd, SEPLMENTATpN. EX FEE= 6 d9 NEW FFE= 5.59 THE EROSION, SEDIMENTATION, AND POLLUTION CHFJGI�ONT CCNTTOL PLAN. NEW GARA¢E = 6.09 G.1B Ds3 II� — X11=�1 3 5 NON-SENSITIVED,� 'T'o SILT FENCE szI \ X ss0 GRADE TO DRAIN TO STREET +s@� I X OSite Plan 1 , = 1 D, -D„ EX X- PROPANE TANK NOTES: 1. THIS SITE PLAN IS BASED ON SURVEY INFORMATION TAKEN BY THE ENGINEER ON 02107118. THE FINISH FLOOR ELEVATION OF THE EXISTING HOUSE WAS USED ASA BENCHMARK. 2. THE EXISTING HOUSE IS AT AN ELEVATION OF 6.09 (BASED ON AN ELEVATION CERTIFICATE PREPARED BY WHITLEY REYNOLDS)THE BASE FLOOD ELEVATION IS 11.00. 3. THE HOUSE IS BEING RAISED INPLACE NINE FEET -SIX INCHES. THIS VNLL SET THE FINISH FLOOR ELEVATION AT 15.59+1- 4. THE MARSH LINE WAS FLAGGED BY DNR PERSONEL ON JANUARY 18, 2018. THE FLAGS WERE LOCATED BY THE ENGINEER WITH GPS. 11 r NEW SWALE 1 0 y n EXISTING. ELEVATION SI. 6-00 PROPOSED ELEVATION k INv s.0 �p AS -BUILT ELEVATION .cll +• � Is S I� NOTE', ALL DISTURBED AREAS NOT COVERED '44TH IIAPROVEHIENTS SHALL RECEIVE PERMP:NENT GRASSING, INV 5.25 0 0 O 0Cx9 0 0 0 0 o o m: �f o I Q o 0 0�ffll& o Ds3 31� 0 0 0 0 4 0 0 0 o NON-SENSI �E a O O O SILT FENCE N35} 12"F 8�O0 1O 0 O 0 0 0 0+ s'e*s �' e 0 0 0 0 0 O O O O 0 O0O0O 0 0 n o CONSTRUCTION o X EXIT 0 0 0 0 0 0 GRAVEL 0 0 0 0 0 O o O o 0 O O O O O O LEWIS AVEN:E NOTE THE CONSTRUC CN F' ;I- SHALL EE CGVERED l'�''�T`i n57 STCNE -0 EE: -GME THE PERPANENT DRIVEWAY. ' EXISTING GRADE FINISHED GRADE !\� 10 UNLESS NOTED 10 "V" BOTTOId TYPICAL SWALE SECTION NOT TO SCALE SILT FENCE - TYPE SENSITIVE SIDE VIEW .Q FRONT VIEW I— r MAX 30' Mu! 18'�MIN. � 1. U W000 POSTS OR 1. USE STEEL AS SPECIFIED BY THE EAOSIgd, SEPLMENTATpN. IO CONTROL PIAN. ANC POLLUTION L IS (�) IS TO BE SHOW ON THE EROSION, SEDIMENTATION, AND POLLUTION CHFJGI�ONT CCNTTOL PLAN. CRUSHED STONE CONSTRUCTION EXIT EXIT DIAGRAM (IF NEEDED) 6 MIN, 10 ENTRANCE ELEVATION I a- uM. ` pp, I�I�—T Wl�I Iii` NOM" 1. AVOID LOGATNG ON STEEP SLOPES OR AT CURVES ON MILD ROADS. 2. REMOVE ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FROM THE FOLNUAT IM AREA, GRAOE, AND CROW FOR POSITIVE DRAIMACE. 3, AGGREGATE 921 SHALL BE M ACCORDANCE MTN NATIONAL STONE ASSOCATOM R-2 (LY -3.5' now. 4. GRAVEL PAD SHALL HAVE A MINIMUM THICKNESS OF a". S. PAD WDTH SHALL BE EQUAL FULL WIDTH AT ALL POINTS OF VEHICULAR EGRESS. 80T NO LESS THAN 20'. S. A DIVERSION RIDGE SHOULD BE CONSTRUCTED WHEN GLACE TOWARD PAYED AREA IS GREATER TNAN 2X. 7. INSTALL RPE UNDER THE ENTRANCE IF NEEDED TO MAINTAIN DRAINAGE DrIcHEs. S VIHEN WASHING IS REQUIRED. IT SIKftLC BE DONE ON AN AREA STABIUZEO WITH CRUSHED STONE THAT OR INS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN (DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE ENTRANCE TO A SEDIMENT COMR)L DEVICE). 9, WASHRACKS AND/OR TIRE M54ERS MAY BE REQUIRED DEPENDING ON SCALE AND CIRCUMSTANCE. IF NECESSARY. WASHRACK DESIGN MAY CONSIST OF ANY MATERIAL W17AB E FOR TRUCK TRAFFIC 7HAT REMOVE MUD AND DIRT. 10.10AINTAIN AREA IN A WAY THAT PREVENTS TRACKING AND/OR ROW OF MUO ONTO PUBUC MGHTS-OF-WAYS THIS MAY REQUIRE 70P DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SETNMENT ..._... . SILT FENCE - TYPE NON -SENSITIVE FMIN, slDev)EW B ROW — i 1- 5 1..�= 18' MN. r I F� FRONTVIEW F� 8' MAIL D.C. ---- FABRIC 30, NM. 5' TR1]Igi le- WR N01E5 I. USE STEEL OR WOOD POSTS OR AS SPECIFIED BY THE EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN, 2. HEIGHT (�) {S TO BE SHORN ON THE EROSION. SEDIMENTATON, AND POLLUTION CUNIROL PLAN. I GRAPHIC SCALE 0 ID' 15' 20' 3D' S0' ( RR FEET ) 1 1h1h = ID EL FsfY LFYFi . OF Q YROi. cDE. /y + �L�A�3T85 • PROFcwONAL 148 Lewis Avenue Site Plan Prgect number 17-064 U.te 1217/17 I)mw0 by Author Checked Ey Checker A1.1 S.H1 1"= 10'-0" CIE