HomeMy WebLinkAbout2022-04-26 Final Plan & As-Built Site Plan WSP 4"
TPI DRAINAGE STRUCTURE
NOTES:
DEPTH HORIZON TEXTURE COLOR MOTTLING
1. ALL SECTIONS SHALL BE 1 1/2"x1 1/2"x4",WOOD STAKE
0-10" A 5L I OY8 12 » OR APPROVED EQUAL
DESIGNED FOR HS-20 LOADING.
30-42" FIBLL VARSIES
10YR 4/6 ALTERNATE 6S" E TCE ECCENTRIC CONE . PROVIDE W"KNOCKOUTS FOR SILT FENCE
42-90" C GS 10YR 3/6 REDOX a�' N
PIPES WITH 2'MA C.CLEARANCE
NO REFUSAL,VVEEPMG cap"7c2» 1 "
24"SQUARE TO OUTSIDE OF PIPE.MORTAR
OPENING(TYP.) ALL PIPE CONNECTIONS..
4- Ranger I ngln'eedng Gtoup,Inc.
„. 3, JOINT SEALANT BETWEEN 130tw"Sarrat,Suit e202
PRECAST SECTIONS SHALL BE 48
PREFORMED BUTYL RUBBER. «1:a-ac r
(MIN) ALTERNATE TOP SLAB czcran.crd
NI fir)�HENRY 4 CATCH BASIN'OR FRAMES SHALL BE SET IN FULLWORKRK
11P 3B LC7T — 6" 24" 8" MORTAR BED,ADJUST TO AREA
661601 W1!
y- FINISH GRADE GRADE WITH CLAY BRICK AND
FLOW
SEE NOTE 4 MORTAR(2 BRICK COURSES . III
R TYPICALLY,5 BRICK COURSES
CONCENTRIC MAXIMUM). STRAW III
.. WADDLE' III I
CONE SECTION ,.
E ALTERNATIVE
S E A NATI E
( SEE'.NOTE',� PROTECTED
TOP SLAB
48°CIA.(MIN.) OUTLET TOP OF III AREA
VARIES I I)
31 BUILINSETBACIC _ ._ _ _ GROUND
HOOD
RISER SECTION(S)
» III STAPLE
AS REQUIRED IN
I B
z _ �r' MORTAR CONNECTION » I
OUTS WW1 I
4 EMBEDI�IENT
SEE.NOTE.
' I1
f
... A
/,�'r°A. MONOLITHIC � :f' (MIDI.) I II'
BASE SECTIC►Nwd
12
AN,DANIEL (TyP'.) COMPACTED STONE m201.1 PLACE 4"OF FABRIC I I STAPLE
TA1i"E,S'1
I ;
At4P37BLT4 I
,� ALONG TRENCH AWAY I I WOOD STAKE..
O7 94AC r � ti FROM PROTECTED AREA. I I JOINT DETAIL
BACKFILL AND COMPACT I I
1`
CAROLINE PROPERSI
G�'"�'SS"/fAN CC?N1�IPACT D SUBGRADE
�M11AP3TBLOT, CATCH BASIN CS WITH HOOD
41 AC.f NOT TO:VALE:
� SILT H`EG�CN=' �4RftNER
2 NOT TO SCALE
c 8""INLET FROIti11'CATCH BASIN
s
' INV 95.1}4� ELE¢1195 aflAL ORIFICE
h t
STEEL STRAP
6"'INLET FROM ROOF DRAIN
F i INV=96,00 (TYP.)
t
S FILTER FABRIC TO Z
WRAP LIMIT'OF STONE 1.00 m C>
� �� [a to
Y EA6 CHAMBERS CL. :D
ua 8"x 6 PVC OUTLET ui w o
i d9"�A17 TEE INV.95.50" Ww Ix
w
sa a .. aAa7.S1I8L7 l CAP BOTTOM w
w
�.
T
" <t
» Oti s INCH WASHED, ° 0 W
» ,
LIMIT OF 3/4_2
» ANGULAR STONE 6"SCH 40 PVC WITH CD '
CRUSHED, 4' CEMENTED,JOINTS z
<
HOOD/FLOW CONTROL TEE
t
fV Af101 8J
r
w
OUTLET
� 3 INV-95,50
1.00, OUTLET DETAIL CL z
`'N�C7 DISTURB ZONE8"
(14101ANDBYLAW) ROWS OF4
12�'
°•--• BIT.CONC.PAVEMENT
CHAMBERS ^ �'
18 SURFACE CAPE COD BERM (TOP COURSE),
2' TREATMENT
T6 VARIES BI'T.CONC.PAVEMENT'
(BINDER COURSE)
CLEAN OUT ACCESS
SLOPE
DYER G�E ON GALLEY ROWS AMP37BLOT5 A) � � �' VARIES
(TYP.) - «--
0.92ACI
5' GALLEY SYSTEM P1 ROWS OF GALLEY CHAMBERS
w5 17r B ; rw CAN
.• +a. r.w .-.^...w._,. .. � P44Y C TSEMI
, ••, I
» r,
. �
'N ST
. J1'ETLANL BI�LAIV CAST IRON FRAME AND COVER SET IN *.x � .^;,""�• ',' 4"PA.. »:
a
, 1 ? A ,� :s
POOL
FULL MORTAR BED.ADJUST TO GRADE ,` •`' ,.�►•: = ti ,.
" .,
h"
a ���c y, � �"'$''�" ."Sr r.4;µi.,
WITH PRECAST CONCRETE RISER RING OR ,��" :r'�.� .�'� '�,�.�"`.ri� ►;, a.� �.-' .;,� °, ,cs. a''�:,+.��..�
' CLAY BRICK AND MORTAR "`�`, y. { " *fit � `c•," �
C)7
e
.»• 1LY7 BL1FFEf,'Z�eVE '� a'";� ,�t
(2 BRICK COURSES TYPICAL,,
I�1 ETLANL7'BI LA ICI
r 4 D1A,CAST I O INSPECTION
v
I" J" 5 BRICK COURSES�1AJ�
"DRAIN"
) :'.. �� v#��,�"r�'''•�". w�"�,n:��;q'�.�,+ t r er..1r 1'.fir.r.�..,�.{j,v";iJ,`'�?. �'�
Ln ._�. ..' T"a"NE"RAT"C�R
MANHOLE COVER LABELED DRAIN w_ � � � `� AND TYP,OF LOCATIONS-INLET(2),OUTLET)
., 190Jt1l5T(IRBANLEZLNE ., .' x.
E ,. ('WA TER H D ZONING"B"'YLA1,1/) � "
1
M FILTER FABRIC o
1000ul GNSNTE 98,50 MIN'
4 6.6
.�.� EGI�" ~� CRUSHED
f
8 4r — B-ACKF#LL
1 1 GRANULAR (12"IIIIN) PRECAST CONCRETE `
4 STONE GALLEY CHAMBER
a» COMPACTED GRAVEL COMPACTED
Lij " I?8 " 117177 98 00" (1 11/2'Pam.STONE SN'2E') GRAVEL
6 F E.-19.ti6" N11IN 94"77" �_ ��_ :w 97 25" COMPACTED
�.„ SUBGRADE
a
PORCH
' » PI OPANE TANKS I CAPE COD BERM DETAIL z
+
r Pd4T TO 54
P/1 IIED NOTES:
"1 ,
GALLEYS>'B"TE1I1 , FILTER FABRIC
BOT'ELEV=92.90" % TO WRAP CRUSHED STONE 1. PLOT PLAN FROM A FIELD SURVEY DONE BY RANGER ENGINEERING
INV OUT(8"H'V E)=9r 1 � GROUP,.INC.ON AUGUST 24,2021,AND.TUNE 2.6,2025„
1186
N '"�'�-� � i `� CAPE G"C7D BERIII - N ,' �. � 2. DEED DEFERENCE:BK 5901 PG 100 ESSEX NORTH RGIST'RY'OF DEEDS
H,ILL
""� i ^" �� _ —_ PLAN REFERENCES.ECLO#2898
. I��i1.
92 50' PL-2141
1
„�,, PL 3206
(2 ROWS OF 4 GALLEYS)_- PL- 1 PROJECT
10° PL1365 `- I
VG m,. PL-13769
DATE
G`B � REGISTRY OF DEEDS 2Cl2,�-10-14
CCB � ESSE NORTH R �RA+��irw�S�.E _ 1�=2Oa
64 , E GB 8"HDPE FROM FILTER FABRIC 4. NO PORTION QF BUILDING NS LOCATED IN A FLOOD HAZARD ZONE AS
DALE
CATCH BASIN MAPPED BY FEMA,(ESSE7�COUNTY,MASSACHUSETTS,FIRM MAP NO, DRAAN BY DJO
f.FALL STREiE' 1�1'1=��62 w _ V�'96.00' 250,09 4� TF,EFFECTIVE DATE JULY 8,2012),
1NV OUT(8111�PE)=96,40- INV
Eill"IIl1✓ 90...J'0 APPROVED BY B'Ca'O '
(PUBLIC H'1I7H Ix4A"1ESf 5. WETLAND DELINEATED BY BENJAMIN C.OGOOD JR.PE IN AUGUST 2021'
E:C,L.LJ:OF1969
0 2 D' 4 J' SECTION 11IE'U 6. THIS PROPERTY WAS,CREATED ON PLAN H320'Fi E SSE:COUNTY NORTHCS1 001
REGISTRY OF DEEDS DATED FEBRUARY 29,1956
7, WETLAND FLAG A4 REMOVED SHEET OF
r4
4,
TPI DRAINAGE STRUCTURE (MAX.)
NOTES:
DEPTH HORIZON TEXTURE COLOR MOTTLING
r ' i 10t1 112"x4"WOOD STAKE
`� I. ALL SECTIONS SHALL 8E OR APPROVED EQUAL.
"Y A RI If1YR 3R DESIGNED FOR HS-20 LOADING.
10.30" FIL.1. VARIES .'r• ,
HATE ECCENTRIC CONE
30-4Z B Ls 10YR 416 •
42-90" C GS 10 AI.TE=R YR 318 REDOX 65" SECTION 2. PROVIDE"V KNOCKOUTS FOR SILT FENCE
NO REFUSAL,WEEPING Q 72' #2 PIPES NTH 2 MAX.CLEARANCE
24"SQUARE TO OUTSIDE OF PIPE.MORTAR
OPENING(TYP.) ALL PIPE CONNECTIONS.
3. JOINT SEALANT BETVYEEN Ranger Englneering Group,Inc.
# 48"DIA.(MIN.) i�- PRECAST SECTIONS SHALL BE Salem
Red Roof Lane,Suite 203
Salem NH,03079
8' PREFORMED Bt3T1'L RUBBER TeL 078-208-1762
• N/F (MIN.)
ALTERNATE TOP SLAB rarererx�corn
' TY,HENRY r�f~r 4. CATCH BASIN OR MANHOLE
IN WORK
ffAP3iBL�7T75 S66`18+71"W 8" 24" S" MORTAR BED.ADJUST MES SHALL BE FTOFULL AREA
FINISH GRADE GRADE WITH CLAY BR€CKAND III
_^ _ 115.D[1' ..... MORTAR(2 BRICK COURSES FLOW III
SEE NOTE 4
{ TYPICALLY,5 BRICK COURSES
CONCENTRIC t rr• MAXIMUM). STRAW I�I
COME SECTION WADDLE
{SEE ALTERNATIVE SEE NOTE 3 PROTECTED
. TOP SLAB} DLA. I I� AREA '
4V DLA.(FAIN.) i OUTLET
V'HUILDING SETBACK HOB VARIES TOP OF I I
RISER SECTION($) 3 w� __ M_ ^'M_ GROUND III r
AS REQUIRED {NVERT ' STAPLE v�
KNOC OUTS WI f a
r QVL
I I
I MORTAR CONNECTION 4"EMBEDMENT II _
SEE NOTE 2 FAONOLfTHIC ., {MIN.} I II �_ A
TAKESIAN,DANIEL BASE SECTION 12° `t COMPACTED STONE M201.1 I STAPLE
AfAP3TBLOTd _CAP•) PLACE 4°OF FABRIC
I I I
' ALONG TRENCH AWAY I II `- WOOD STAKE [/
0.94ACf -.
- y •ridgy z AL FROM PROTECTED AREA I II JOINT DETAIL f
BACKFILL AND COMPACT
CAROLINEPROPERSI
GROSS"" Of SUBGRADE
Amp3mwr3 CATCH BASIN CB WITH HOOD
2..a>'Ac NOT rO SCALE SILT FENCE BARRIER
� ntor zo scnc�
w w 8°INLET FROM CATCH BASIN
a INV 85.00 3" 61'HORIZONTAL ORIFICE
ELEV=96.5V
iv W INLET FROM ROOF DRAIN STEEL STRAP
IVFAs,% INV=96.80 (TyP.)
�. FILTER FABRIC TO 1�, Z U
JW#iFA7--• WRAP LIMIT OF STONE u� U) o
I
LU
CHAMBERS N
l t- Z 2) F
1.0{?'---I � � 8`�c 6"PVC g* OUTLET i�"i¢ x
} Lsxa ra TEE INV.95.50' u#N W
�. z
SHED CAP BOTTOM �a t
LIMIT OF 3140-2 � w
INCH WASHED � m O � '�
CRUSHED CO Z cr,0
I s-SCH 4o PVC.WITH � �-x Q �-❑
ANGULAR STONE - `� ;.� CEMENTED JOINTS =
1 1 �
1 1 1 f>AEI'!~`- �IYFAfP HOOD/FLOW CONTROL TEE
1 1 14F� h f s�OUTLET O
1 + r `f 4r', l �.��f INV=95.50 d o
&'NO DISTURB ZONE 8, + �' OUTLET DETAIL �-
��. (WETLAND8YLAW 2 ROWS OF4 # 81T.CONC.PAVEMENT
`---- CHAMBERS 18' CAPE COD BERM
l 1 "` SURFACE (TOP COURSE)
• - r __ '~�-�sf_ _ TREATMENT
VARIES BIT.CONC.
O Cal PAVEMENT
(BIND' NIF f ._`�- � �� `1-, CLEAN OUT ACCESS SLOPE
�` / r---.- -..._ ._..w�,-__ ~�-� i, 1 ��r ON GALLEY ROWS VARIES --
DYFf�GEORGE / f �---�-� [ •
1,14P 32B L D7"5 �' 1_.. '�` _._ .. ~^-•�`1 1 ' ! (TYP.)
D-92AC. ! fI 6 -• j I I so' `
f I GALLEY SYSTEM PI 2 ROWS OF 4 GALLEY CHAMBERS01
NOT TO SCALE
•�•- _
r• 'Y ) I 1�� _..r 59'NOBUIL.D,ZONE
1 / _'`• I (WE"NOBYL4RJ CAST IRON FRAME AND COVER SET IN ;%-'-, _;�ti:tx►z}a•� �y. ,:�:,, o y•, t=`• :¢a$o'a�roY b �• ..
� ��••� r �* _- POOL FULL MORTAR BED.ADJUST TO GRADE
WITH PRECAST CONCRETE RISER RING OR ^�'�'�..,�,^�:�:�,u�`,;Y_,��'•;,�� ;�.*kn°�=x r ��'•4 +�,���:�.��.A.,,��� ��ir
/ e. rr�7 q• ,Y, l�_•i r t�
CLAY BRICK AND MORTAR �� '�y;.:. �: ':' F� ; @••�,A,:;1a
\ r� L •'• 1t711'BUF►cER2ONE <" '•i`:, :.�'s�..=;:t._•.,I•:... q.-
• � ••• _ , � } (2 BRICK COURSES TYP€CAL, '���,a'Ar�' y4•� ,, ��.K r• .• �..
24"DIA.CAST IRON INSPECTION �: : �_; �; �� Y.r; •°,,�...; .
r I • :4. '.. ` ` (3'1'ETL41V0 BY1 AWJ PECTIO 5 BRICK COURSES MAX) O �`:. .: :"`Y•: - �.i", � -ti�, d: a}°► .
'`•�- r,
AND Ii{i11JHOLE COVER LABELED"DRAIN' (TYP.OF 3 LOCATIONS-INLET(2},OUTLET) •At�t��`••`x`3�•'��r•,:•�''4.�'"�ap�br"ter' ►r+•;�"�"'�,,-w�b� �;=;r �
' 1�� � 1CIDIVC7DISTURBANCEZONEb;:s-0 ti�..�y
` - (WATERSHEDZONING'BYLAYYj ,Lev c;:. •.: ".,
FILTER FABRIC ail
z
ECK _ r CRUSHED{ ONSITE 98.50 MIN
85 GRANULAR; BACKFILL
96 - RIP RAP OUTLET PROTECTION STONE (12 MIN) PRECAST GALLEY CHAMBER E
'ty4r198 J FE5€NV=95.00 COMPACTED
COMPACTED GRAVEL.
'e 25TORY t \1 97 98.00' (111I2"MAX.STONE SIZE} GRAVEL
F.FF=W3.35' 98 EROSION CONTROL.SSILT e
o PROPOSED FENCE VV]TH STRAW WADDLE r 97 251
0. r
24 x 4o s9 27 LF OF s�HOPE I A SUBGRADED
4\ ADDITION
PORCH GF-101.0 1 TEST PIT 1 CAPE COD BERM DETAIL x
\ 100 , �" 4 �ror pro s
GALLEY SYSTEM
LIMIT OF DISTURBANCE a
1 \ PAVED 't4 ,:+ ` �,-'•,1 2 ROWS OF 4 GALLEYS EACH ROW ry n
4'x4'x4'GALLEYS BOT ELEV=93.0 NOTES: M
1 -- ;� FILTER FABRIC
` `r s '•:`'3���"w`?_ �+-' - ;r `r� 1 WHITE PINE TO BE REMOVED TO WRAP CRUSHED STONE 1. P1.07 PLAN FROM A FIELD SURVEY DONE BY HANGER ENGINEERING
(TYP.OF 7}AND REPLACED GROUP INC.ON AUGUST 24 2021.
! ` •.. _+ 7 r.,t..-.��:i,F._..; ,., WITH ARBORVITAE ,
�1 ra r�� �` •: 11 2. DEED REFERENCE:BK 5901 PG 100 ESSEX NORTH RGISTRY OF DEEDS
' S DNF_IZ a OAK TREE TO BE REMOVED
3. PLAN REFERENCES:ECLO#2898
, N84 g119"E � PI:214i
w�q o EROSION CONTROL/ 8 PL-3205
1{ 1. (2 ROWS OF 4 GALLEYS) PL-4939
is41{T of DISTURBANCE 1, pus cr 21-209
�;, PL-13615
I VGC '� 0
' z PL-13769
I CCB CAPECOD BERM ESSEX NORTH REGISTRY OF DEEDS HATE 2tf22'03•09
s�MNG sr� 1"=20'
CCB W HDPE FROM FILTER FABRIC 4. NO PORTION OF BUILDING IS LOCATED Its A FLOOD HAZARD ZONE AS
MAPPED BY FEMA.(ESSEX COUNTY,MASSACHUSETTS,FIRM MAP NO. ORAYN BY DJO
CATCH BASIN 25009CQ237F,EFFECTIVE DATE JULY 3,2012),
� BITUMINOUS l�AL+E'S'Tf��',E'T CATCH BASIN INV=96.(3(3' APPROYF�]ar sca
Lj
CONCRETE. (PUBLIC-14gDTH VARIES) RIIA=100.5 ESHGW�905W
Ln DRIVEWAY E.C.L.D OF 1959 8"PVC INV OUT 96.5 5. WETLAND DELINEATED BY BEN'JAMIN C.OSGOOD JR.PE IN AUGUST 2021
a 2c3' Orr SECTION VIEW
TREES TO REMAIN 6. THIS PROPERT`!WAS CREATED ON PLAN#13206 ESSEX COUNTY NORTH CS1001
REGISTRY OF DEEDS DATED FEBRUARY 29,1956
7. VVETLAND FLAG A4 REMOVED SHEET 1 OF 1
f