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HomeMy WebLinkAbout2022-04-26 Application Plan WSP I _ f ,rP1 DRAINAGE STRUCTURE (MAX) NOTES: DEPTH HORIZON TEXTURE COLOR MOTTLING `• y" 1. ALL SECTIONS SHALL BE 1 112°x1 112�c4"WOOD STAKE 0-10" A SL I OYR 312 DESIGNED FOR H5-20 LOADING. OR APPROVED EQUAL 10-30" FILL VARIES ALTERNATE ECCENTRIC CONE SILT FENCE 3{�-42'° B L5 1{)YR 416 SECTION 2. PROVIDE KNOCKOUTS FOR 42-90" C GS IOYR 3l6 REDQ}C @ 65" PIPES WITH 2"MA]C CLI ARANCE NO REFUM,WEEPJr1G g 72- 12" 24"SQUARE TO OUTSIDE OF PIPE.MORTAR OPENING(TYP.) ALL PIPE CONNECTIONS. 148- IX3. JOINT SEALANT BETVYEENRanger I ngtneering Group,Inc. t}1q(MIN.) 1� PRECAST SECTIONS SHALL BE 13 Red Roof Lane,Suite 203 PREFORMED BUTYL RUBBER. Sa'Lem NH,03079 IY/F (MIN.) ALTERNATE TOP SLAB Tot ng17b2 TY,HENRY f�� 4. CATCH BASIN OR MANHOLE WORK rI�IP37BLOT75 ���f 8" 24" $„ FRAMES SHALT.B>r SET 1N FULL AREA S66°t6�t"� FINISH GRADE MORTAR BED.ADJUST TO �� GRADE WITH CLAY BRICKAND Ill __ -- -- ••• 115.00 .� SEE NOTE�# MORTAR(2 BRICK COURSES FLOW 1�� TYPICALLY,5 BRICK COURSES CONCENTRIC MAXIMUM). STRAW III CONE SECTION ? WADDLE III (SEE ALTERNATIVE SEE NOTE 3 TOP SLAB) DIA II PROTECTED 48"DIA.(MIN-) ClUTLET AREA VARIES TOP OF I Il 30'BUILDINGSIE7R40K HOOD _.-__.-__ __--- GROUND I If iKa� RISER REQUIRED INVERT -__ -- -- �� I I[ STAPLE I A5 REQUIRED I { "V"KNOC OUTS W1 itYs+va+C I x MORTAR CONNECTION a B � ' 4 EMBEDMENT I II _ t� l tia asait MONOLITHIC ; SEE NOTE 2 (MIN.) ( II A NIF BASE SECTION 12" ( z 7AKESIAN,DANIEL (TY0 4 COMPACTED STONE M201_1 PLACE 4"OF FABRIC I I :w STAPLE MAP37BLOr4 =�:... ..'1 ALONG TRENCH AWAY I II WOOD STAKE a 94ACt P r� �t .�: _ ?a " 4 FROM PRdTECTE©AREA I JOINT DETAIL �y BACKFILL AND COMPACT CAROLINEP►OPERS1 1 GROSSMAN COMPACTS©SUBGRADE bMP378L0r3 CATCH BASIN CB WITH HOOD 241ACt NOT TOSME SILT FENCE BARRIER NOT To 6f.�m Z W INLET FROM CATCH BASIN w m INV=95.50 ti sa �4 h N N 6"INLET FROM ROOF DRAIN 11FAB INV M 93.50 G45 FILTER FABRIC TO 1.Do' Q �1s�A��--• � I WRAP LIMIT OF STONE � 1 rFA9 ! � "......'AV-'P6`-�T'AL"CE1i' � � Y iS rTi; CHAMBERS Q r s= c� F- I j �� ; •\ 1.00'-+-I I 3" 64 HORIZONTAL ORIFICE Al f IIFA10 ELEV 98.50` J W 14FA / STEEL STRAP � �� V]¢ SHEDt!1 - F-- u1 �'P) W 1 Q� LIMIT OF 314"-2 \11 11WA5 INCH WASHED, I I_, ❑ _ � j ❑ CRUSHED, I ANGULAR STONE < d 1 1 1YFA11 rd I -• I0 - "� YYFA12 e- 0 5 /• I � J � 11 11 �'�' ` �',; 8N 6"PVC g^ OUTLET ¢ o 25'NODISTURBZONE 8' 1.w TEE INV.95.6V C- z (WETIAMO BYLAW) 2 Rows OF 4 L 11 CHAMBERS 1� CAP BOTTOM .25 1 1 L _!3 -- ___ --` — 6"SCH 40 PVC WITH CEMENTED JOINTS CLEAN OUT ACCESS HODDIFLOW CONTROL TEE NIF 1 1 ! r-------•------�---------�,,. � � \ / ON GALLEY ROWS DYER,GEORGE 1 f / ~'�s-.�,� 1`„� 1 1 I `� (TYP.) A P378LOr5 1_ ` fr .,�1 1 1 SO' OUTLET DETAIL a92ACf J ;:~a 1 I GALLEY SYSTEM P1 2 ROWS OF 4 GALLEY CHAMBERS } 1 �,....... f / + a •�� �-+, � 1 I `"`4� � kOT 7D SCALE 1�! 50 NOOUILDZONE I (WETL ND BYLAW) POOL ,.• ,, , ` 1 CAST IRON FRAME AND COVER SET IN 1 # I 1 1 WOWU�FFERZONE FULL MORTAR BED.ADJUST TO GRADE YLA kV 24"DI.A.CAST IRON INSPECTION WITH PRECAST CONCRETE RISER RING OR ~ _- •'., ,*'.' +` :_:.' ; I AND MANHOLE COVER LABELED"DRAIN' CLAY BRICK AND MORTAR _ v 1 WO'NO DISTURBANCEZONE (2 BRICK COURSES TYPICAL, r�1 (WA TERSHED ZONING BYIA99 FILTER FABRIC 6 BRICK COURSES MAX) ti 1 x rpa.1-• f �� / / EC1�1 CRUSHED ONSITE 88.50 MIN 95 BACKFILL PRECAST CONCRETE C7 �r- � S � I, --..��,•� GRANULAR (12 MIN} \ 98 , -- RIP RAP OUTLET PROTECTION STONE GALLEY CHAMBER 97 FEs INV W 95.00 F.F.E.r�D3 35' / 98 m RY EROSION CONTROL SILT � ft .25' a� Q PROP6SED FENCE WITH STRAW WADDLE _ / •. ,ADDITION 99 ` 1 27 LF OF 12"HDPE ` PORCH GF=101.0\' 1� TEST PIT 1 NOTES: x f GALLEY SYSTEM 1. PLOT PLAN FROM A FIELD SURVEY DONE BY RANGER r 1 .. ENGINEERING GROUP INC.ON AUGUST 24,2021. 2 Rows OF 4 GALLEYS EACH Row � 1 1 ti PAVEC7 a is=.. '?'• 4'x4 x4 GALLEYS INV=93.0 FILTER FABRIC 2. DEED REFERENCE:BIt 5901 PG 100 ESSEX NORTH RGISTRY OF 1 1 -' ----- _' ��i 'k.�`_..r.'.:�""a,-Ifr�I'S ; TO WRAP CRUSHED STONE DEEDS 101.75 _ 1f �' CATCH BASIN 3. PLAN REFERENCES:ECLO#12$98 ! 1�!'• ��'• y \� {; �.. 1 RIM"100.5 PL-z1 } �- -- {`- `� 11 ) 41 8"PVC INV OUT=96.0 _ PL-3206 ,S ONE HALL roe\ rc�z�_ ` '" � M w_ _,.._.�------- 3.tXi` PL-4939 f3D.94' 1� '•• � - 92.50' �. N54°4t't9fE 1 Y ;I�fI[L $, PL-13769 PL-137&9 (2 ROWS OF 4 GALLEYS) ESSEX NORTH REGISTRY OF DEEDS IVocr 21-209 4. NO PORTION OF BUILDING IS LOCATED IN A FLOOD HAZARD ' VGc y ` .,-. z ZONE AS MAPPED BY FEMA.(ESSEX COUNTY, DATE 2022-03-0 f -- cce CAPECOD BERM MASSACHUSETTS.FIRM MAP NO.25009C4237F,EFFECTIVE CC8 8"HOPE FROM FILTER FABRIC DATE DULY 3,2012).. DRAM40 SCALE 1--29 c��+Tt� 7- CATCH BASIN DALE STREET I I ZE�I INV 95.5Y ESHGW�SD50 5. WETLAND DELINEATED BY BENJAMIN C.OSGOOD JR.PE IN DRAWN� DJO AUGUST 2021 (PUBLIC-WIDTH VARIES) BITUMINOUS CONCRETE A��n� Bco E.C.L.O.OF 1959 DRIVEWAY SECTION VIEW 8. THIS PROPERTY WAS CREATED ON PLAN#3206 ESSEX 0 20' 4(Y COUNTY NORTH REGISTRY OF DEEDS DATED FEBRUARY 29, CS1001 1956 a SHEET 1 OF 1