HomeMy WebLinkAboutREVISED PLAN 03-18-25 - 94 Morningside - Plans - 94 MORNINGSIDE LANE 3/18/2025 1 f
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EXISTING SPOT ELEVATION x 38.77 $ 1`� � 1 EXISTING LEANING 24" oa B_4 �y�Ilf o
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EDGE OF DISTURBED�- /"� \ 'j � CRUSHED STONE I Z w rz u
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EDGE OF PAVEMENT - - - -E- - - - - \ 5 \ '-_ �/ �y° \F so AT EDGE OF EXISTING — m z Z w
EDGE OF BVW — _ _ \ \ \ J \ - \ j_ ` f LAWN AREA J � � Q a � v
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RETAINING WALL r\ t STOCKPILE J " � ' " o
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SEWER MANHOLE ' ` \\\ P INV. OUT 3.35 s w N o O
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I" 18 MEADO"lVIEW� ROAD WTO PROPOSED 3 Qt F.F.=96.6 amFOUNDATION � JVALK p o g {
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SLOPE SIDE YARD TOWARDS SWALE (( _ _ I \iJ
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`r� I c `" ' & LOCATED BY WILLIAMS & SPARAGES N N N
F \ I m IN AUGUST 2024 Q
4'X6' _ I ! z M
I i I I I 1®I I I`I I I—I I II I I I DIRTBAG" $���� ozy�,i -
PROPOSED 12" OF 3f4" o o STAKED \ \ I I ri A-3
WASHED STONE a< a '` W
RO OSED SWALE o o STRAW - J >
BALE \ \ = i N YARD AND RESIDENTIALEXISTING LANTING 4 Lu
LENGTH=30
0 0 o I WASTE TO BE REMOVED z
DETAIL N.T.S.
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SILT SACK Q z W
2"x2"x3' STAKESmaim I a JON�TH N Z I Z Q
2 PER BALE wood uj
80 MCRNINGSIDE LANE \ I O 1 1 W
POST j n 0 m N
( ) o o BALES TO BUTT ID: 103.0 0060-0000.0 % �[} I �vIt� V / W
PLAN NOTES: TOGETHER 7
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1) TOPOGRAPHIC INFORMATION SHOWN IS THE RESULT OF AN ACTUAL FIELD SURVEY a i� Ln
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CONDUCTED BY WILLIAMS & SPARAGES LLC ON JUNE 7, 2024 THROUGH AUGUST 13, 2024 ff j > C ` "`- '
SILTATION PLAN 4X6 V�WOOD POST om ' = i 0 Ln
FENCE
DIRTBAG® I rn
2) ALL ELEVATIONS ARE BASED ON AN ASSUMED DATUM. STAKED WATER LEVEL I o I rn II
STRAW s _
3) BORDERING VEGETATED WETLANDS DELINEATED BY WILLIAMS & SPARAGES IN AUGUST, 2024. BALE ILTER FABRIC ` Z o r >_
1- - T T r 't 1 S SPECIFIED I � , fV J Q
EXISTING 11 I �1 T t ► j I !; 1 U z
4 THE SUBJECT PROPERTY LIES WITHIN THE WATERSHED PROTECTION DISTRICT, THE ANCHOR FABRIC WITH N Q
GROUND I1 I °' I 1 J
SOIL, TAMP BACKFILL O
BORDERING VEGETATED WETLANDS SHOWN ON THIS PLAN ARE LOCATED OUTSIDE OF THE I i 11 1 iJ
N 1
WATERSHED PROTECTION DISTRICT AND ARE NOT TRIBUTARY TO LAKE COCHICHEWICK ; EXISTING
ACCORDING TO MASSMAPPER. GROUND z
SURFACE t' '"'` DIRECTION OF FLOW I
12" OF 3f4" SECTION A-A \�
WASHED STONE
5} EXISTING ROOF AREA = 1,590t S.F.
z' CARRY FABRIC
NOTES: �! DOWN INTO n '-
6) PROPOSED ROOF AREA = 3,010f S.F. (1,420f INCREASE) 1. THE LOCATION OF THE DEWATERING AREA TO BE DETERMINED IN THE FIELD BY THE ? 6" TRENCH Q- LL
CONTRACTOR WITH CONSERVATION COMMISSION APPROVAL. c�
ZONING DISTRICT: R- 1
wooD 0,C. MINIMUM LOT AREA = 87,120 S.F.
7} PROPOSED RECHARGE VOLUME "B" SOILS: s'-o" o.C. MAX.
1,420 S.F. X 0.35 INCH/12 INCH/FT = 41.4 CU. FT MINIMUM FRONTAGE = 175 FEET z F-
DEWATERING DETAIL SILTFENCE WITH I MINIMUM FRONT YARD = 30 FEET Q w
MINIMUM SIDE YARD = 30 FEET W
8) PROPOSED CRUSHED STONE SWALE VOLUME PROVIDED: ;NOT TO SCALE} MULCH SOCK 1 MINIMUM REAR YARD = 30 FEET <
30LF X 2'D X 2'W X 0.4 (VOID) = 48 CU. FT.; OK (NOT TO SCALE) MAXIMUM BUILDING HEIGHT = 35 FEET 0