64-512 - 23 PARLEE STREET - CONSERVATION COMMISSION (002) DEP 64- 1;1
Plans
ZONE: R1
N/F
PETER L. &
CHARLOTTE A. BEATON
CERT. 67066 S
PARCEL ID N/F
14-0061 NICHOLAS ATLANTZAS
CERT. 49849
PARCEL ID
?�s 14-0060
OF Y4��
ABUTTER'S 1 Nn L1 AM
SHED )IED REID N
No. 29422
A
N/F APPROXIMATE LOCATION OF
RONALD J. DROUIN, JR. SUBSURFACE INFILTRATOR N
CERT. 76960 SYSTEM FOR ROOF RUNOFF 'd'
PARCEL ID �. LOT 98H "I CERTIFY THAT THIS PLAN SHOWS THE ACTUAL
14_0050 n 6100 SF AS BUILT CONDITIONS FOR THE PROPERTY KNOWN
AS 23 PARLEE STREET, SALEM, MA. THIS PLAN
HEAT DECK WAS PREPARED FROM AN INSTRUMENT SURVEY."
PUMP
10.7' PN
11.1' �" UFfER
/ 0
T
SEC R �, tioo RALPH W. REID P.L.S.
2 STORY
2 STORY
> VINYL SIDED
VINYL SIDED
N/F
#21 ,/ 2 STORY STEPHEN G. &
#23 GARAGE RAINA C. MEDICO
eELow VINYL SIDED CERT. 76898
#25 PARCEL ID
14-0052
1 ell /
"1 DRi CONC. UTILITY
DRIVEWAY taM1O
CURB ,pdou UM ENCLOSURE
C .
ll 1<�
k/
,� X0.00'
GRANITE CURB /
o GRAPHIC SCALE
wv GRANITE EOP / 20 o to 20 40 so
wv
PARLEE STREET �
20
it
= 20
AL
'Vl` 1 inch ch =
FIs AL
FACILITIES R� L` AL'L SALEM , MASSACHUSETTS
` AS BUILT PLAN OF LAND PREPARED FOR:
Ll AL FRANK LANZILLO
LINE OF BORDERING
VEGETATED WETLANDS AL 23 PARLEE STREET
A A PARCEL ID 14_0051
Ak , REID LAND SURVEYORSR
/ 365 CHATHAM STREET � J
LYNN, MASSACHUSETTS
�'A A ALR 10-091
AL ALA,L RM DATE: MARCH 15, 2012 SCALE: 1 " = 20'
FILTER FABRIC
((MRAFl FOR
FINISH GRADE
EQ L) ALL AROUND
N/F 0UCN4 STANDARD
PETER L. & � GNAM�
CHARLOTTE A. BEATON (u• 7 oo °D ° a D COMPACTED FILL
191 po 000 0 0 000 000
CERT. 67066aP °°aP°°°° X'-T x
CRUSHED
PARCEL ID R��J+ ROD o8°° 8°p STONE
ELECTRIC BOX 14_0061 �o nd) N/F R v S ADE OR PVC DRAIN
ty ° NIST FROM
NICHOLAS ATLANTZAS ROOF LEADER
ALARM TO 9•;A CERT. 49849
SOUNDDWEINSIDE N LEADS & ALARM �'�� 2 / �eRS�• I' WASHED CRUSHED - o oy°n_°�p,a�° °'%a,�m es8•e CHAMBERS
POWER / PARCEL ID
/ IRA R00 14_0060 CHAMBERS
h /set)
VENT
WATERTIGHT UDq>m
;LOT 98H� �,. �. :.rmmDR� �
Z/
.o SUBSURFACE INFILTRATOR SYSTEM FOR FROM GUTTER oorr�ouTS
8 ; 6100± SF / ROOF RUNOFF (TO ACCOMMODATE HALF
o } ' .ti OF ROOF AREA) �M TION
I N/F >' ' /_ ROOF RUNOFF INFILTRATION SYSTEM
Wo • ACCESSWAY RONALD J. DROUIN, JR. - . , N NOT To srxE
SECTION 49 1j" SCH40 PVC CERT. 76960 a; N/F
INV.=101.0 0 FORCE MAIN PARCEL ID `1 �' i 0 STEPHEN G. &
(MAX.) _ wv.=s7.ot 14_0050 ! a ' RAINA C. MEDICO
/�--o CERT. 76898
PARCEL ID
CONC. ANCHOR o i^O / / /^ 14_0052 B,-D•
SEMI
PER MANUFAC. SPEC, 'r // o^/ .�:, J W (MAX)
•' <_ DISPLACEMENT IF REQUIRED
• TYPE PUMP UNIT 77 r o PROPOSEDP N0 B
BLDG. •SEWER DRIVEN
MOTOR WELLING � � + A
4" SCH40 PVC I / E-ONE GRINDER PUMP s
02% MIN. 9gpm0138 T D H I � � FILTER
'
11= 2 STORY ti' T•dt� 000,11 UNIT (SEE DETAIL) r Ply FABRIC
W_ 01
3 t_
00,
6" OF ROUNDED VINYL SIDED / i N } E)OSnNG GRADE
,� INV.
AGGREGATE / 101.0 T T• BACKFILL
#21
- ` —UPSLOPE
UNDts se) BASE•�II (MAX.) 2 STORY < .•
/ 10 VINYL SIDED _.:; s > . . ? y;
GRINDER PUMP ' s RvcE ` _, +101:5 #25
°' SILT FENCE wovvR POLYPROPYLENE
NOT TO SCALE i- FLIER FABRIC ATTACHED
s BIT. ERIOSION CONTROL TO POSTS
DRIVEWAY
ENLSUR
"Now STA 0.- 0,
FEVA nON SECTION A—A
eCHERR
\ M / BJ•
Iwo
o o
p 1 m � INSTALL SILT FILTER
' FABRIC I
3• PVC/ DR iM GRATES DURING CONSTRUCTIONTRUCTION SILTATION FENCE DETAIL FM Fw ; � NOT TO SCALELEGEN R
EOP BM#1
wV,H lid_ N 8"CEDI WATEF,' NAINI ," ANI URB
ff//VV -
- EXISTING CONTOUR C TT CONNECT TO EXIST.
PARLEE / REE'Y SEWER FORCE MAIN
- - 98 -- PROPOSED CONTOUR �TEc TEc TEc — -- - c FLUSHING STUB
''"� I CONNECTION
EXISTING SPOT GRADE DURING CONSTRUCTION MAINTAIN
A CONSTRUCTION ENTRANCE '�` NOTES:
+99.6 PROPOSED FINISH GRADE CONSISTING OF 6"DEPTH OF 3" !.
MINUS COURSE AGGREGATE, 20 FT. 1. THE PROPOSED WORK WILL BE WITHIN THE 100' BUFFER ZONE OF A
EXISTING DOUBLE CATCH BASIN WIDE FOR;A DEPTH OF 25 FT. STORMWATER !I,
EDGE OF PAVEMENT FACILITIES OFWETLANDRESOURCE AREA AND WILL REQUIRE A FILING A NOTICE
OF INTENT
AND WITH THE LOCAL CONSERVATION COMMISSION AND THE
EXISTING FIRE HYDRANT MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION UNDER
\ THE WETLANDS PROTECTION ACT. THE CONTRACTOR SHALL OBTAIN A
EXISTING WATER VALVE COPY OF THE ORDER OF CONDITIONS AND FAMILIARIZE HIMSELF WITH
EXISTING WATER SHUT OFF ALL REQUIREMENTS CONTAINED THEREIN.
EXISTING DRAIN MANHOLE LINE OF BORDERING 2. WETLAND DELINEATION INFORMATION TAKEN FROM PLAN ENTITLED, DEFINITIVE
VEGETATED WETLANDS SUBDIVISION — SITE UTILITY, GRADING PLAN AND CROSS—SECTION, PARLEE
EXISTING TREES / i,, STREET EXTENSION, SALEM, MA. PREPARED BY HANCOCK ENGINEERING
ASSOCIATES DATED NOVEMBER 27, 2001.
EXISTING LIGHT POLE /
dh. 3. EXISTING UTILITIES HAVE BEEN SHOWN TO THE GREATEST EXTENT POSSIBLE
EXISTING WATER SERVICE BASED UPON RECORD PLANS. CONTRACTOR SHALL CONTACT DIG—SAFE PRIOR
All, TO CONSTRUCTION.
EXISTING FORCE MAIN
— - - EXISTING ELECTRIC SERVICE
• iAPPLICANT:
EXISTING DRAIN PIPEdb `f, FRANK LANZILLO 50 CENTRE STREET
n, AL ° ' DANVERS, MA 01923 O I 0 NEILL ASSOCIATES
BM#1 BENCH MARK (SEE CHART) / — Civil Engineers and Land Surveyors
PLAN N 234 Park Street
�1NOFyNorth Reading, MA 01864
GRAPHIC SCALEs� _
BENCHMARK (ASSUMED) 20 0 10 20 40 L"'�viROt` SITE PLAN
NO. DESCRIPTION ELEVATION NO.47366
BM-1 DRAIN MANHOLE COVER 97.71" — 20 SOT T P �P �, �0 23 PARLEE STREET
t
\� SALEM, MASSACHUSETTS
PARCEL ID 14-00051 -0
10105STE.DWG I DECEMBER 20, 2010
ZONE: R1
N/F
PETER L. &
CHARLOTTE A. BEATON
CERT. 67066
PARCEL ID N/_
14_0061 NICHOLAS ATLANTZAS
CERT. 49849
2,g) ` PARCEL ID
14_0060
1 671N OF YA,
RALPH
ABUTTER'S 1 RE�LIO
SHED IED No. 29422
A�GFESS�a Z
GHo
RONALD JN DROUIN, JR. APPROXIMATE LOCATION OF �f
SUBSURFACE INFILTRATOR
CERT. 76960 SYSTEM FOR ROOF RUNOFF
PARCEL ID LOT 98H "I CERTIFY THAT THIS PLAN SHOWS THE ACTUAL
14_0050 0 61l)Of SF AS BUILT CONDITIONS FOR THE PROPERTY KNOWN
m AS 23 PARLEE STREET, SALEM, MA. THIS PLAN
DECK WAS PREPARED FROM AN INSTRUMENT SURVEY."
HEAT
PUMP
10.7
/' pp
/ v�rP RALPH W. REID P.L.S.
1 SEWER AUG
/ - ecroR 2 STORY oe
2 STORY x14) VINYL SIDED
VINYL SIDED /, N/F
STEPHEN G. &
#21 2 STORY RAINA C. MEDICO
#23 GARAGE VINYL SIDED
/ BELOW CERT. 76898
i11' ^� .7' ,,, / #25 PARCEL ID j
a, •°°� 14_0052
*'�� E0oRivCONC. �^ UTILITY
/
ENCLOSURE /
GJRO �OU LEANt
I CLUntOi %� I
xl n 50.00' _.
A p4 m7,
�.
GRANITE CURB /
0 GRAPHIC SCALE
2G 10 20 40 !0
wv wv CRA R1E EOP
C /
PARLEE STREET � � IN FEET >
1 inch = 20 ft
J
STORMWATER ,ih SALEM , MASSACHUSETTS
% FACILITIES JL
i-
AS BUILT PLAN OF LAND PREPARED FOR :
rk 'FRANK LANZILLO
LINE OF BORDERING 2 {� PARLEE STREET
VEGETATED WETLANDS '�"�
AL A 'I'` PARCEL ID 14_0051
AL AL REID LAND SURVEYORS
AL AL 365 CHATHAM STREET L7
/ LYNN, MASSACHUSETTS
A` R10-091
AL 'IY` AL ny,, i AL AL R WR
/ AL DATE: MARCH 15, 2012 ] SCALE: 1 " = 20'