Site Plan Conservation Commission 4.26.24 RECORD OWNER PASQUANNA DEVELOPERS, INC.
31 COLLINS TERRACE LYNN, MA.
GENERAL NOTES DEED REFERENCE: LC BOOK 509 CERT. 87513
CP
PLAN REFERENCE: LAND COURT 856 S
1) THIS PLAN IS THE RESULT OF AN ON THE GROUND FIELD ASSESSORS MAP 9 PARCEL 256
SURVEY AND PUBLIC AND PRIVATE PLAN, --A
2) UTILITIES SHOWN ARE BASED UPON FIELD SURVEY AND PVP 21960 -TA THE EXISTING PATH LEADING NORTHERLY FROM THE DRIVEWAY
RECORD PLANS AND ARE NOT NECESSARILY INDICATIVE OF (PER MASS. NAT. HERITAGE ) SERVING LOTS 53-51 SHALL BE PRESERVE.
UNDERGROUND CONDI TIONS GIS) Z'
3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND 1E, ELECTRIC, CABLE AND TELECOMUNNICATIONS FACILITIES SHALL BE INSTALLED
DETERMINING THE LOCATION, SIZE AND ELEVATION OF ALL FROM MARTIN LANE TO THE PROPOSED DWELLINGS IN ACCORDANCE WITH THE
EXISTING UTILITIES, SHOWN OR NOT SHOWN ON THESE PLANS, Ln REQUIREMENTS OF THE UTILITY AGENCY CAVING JURISDICTION OVER SAID UTILITIES.
PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR SHALL NOTIFIY Q
DIG-SAFE PRIOR TO ANY WORK. THE ENGINEER SHALL BE NOTIFIED o � 1 p �2�.9 ALL AREA WITHIN THE SILT BARRIER NOT OTHERWISE SURFACED SHALL BE
IN WRITING OF ANY UTILITIES FOUND INTERFERING WITH THE Q P� L�� Cl- TOP DRESSED WITH 6 INCHES OF LOAM AND SEEDED.
PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION O `rl 2 PVP 21959 S A -_
a
BEFORE PROCEEDING WITH THE WORK. -� W �-� OF
Q
p rrti r0 �n o
4) THIS PLAN IS BASED ON THE REFERENCED PLANS, DEEDS ��, NO QISTljR13RNCE PLACARD ON WOODEN
POST V
AND THE RESUL IS OF A FIELD SURVEY AS OF THIS DA TE. _ `� ---
NO 6 i DETAIL
CERTIFICATION IS INTENDED AS TO PROPERTY TITLE
OR AS TO THE EXISTENCE OF UNWRITTEN OR UNRECORDED ] 7� 126
I
EA SEMEN IS. Proposed Dogwood C� .� —�
I '>,• P���
Shrub (Typical) 128 1 s 51 Crown of e S to be above Finish Grade
50.00' \�`}, �� � 5��' Trunk Flare Shall Be Readily Visible
5) THE OWNER SHALL CONFIRM COMPLIANCE WITH ALL APPLICABLE Tao A3 �--� ,� '�5 ®�� � 3" Depth of Compacted Bark Mulch
CODES AND REGULATIONS GOVERNING THE MATERIALS AND/OR 98.62' 1251 P P Keep 3" Away From Shrub
METHODS OF INSTALLATION OF ANY IMPROVEMENTS DEPICTED Form A•" Nigh Topsoil Saucer
ON THIS PLAN. �`� °' \ WETLAND RESOURCE
6) RESOURCE AREA DELINEATION BY JOHN DICK, WETLAND SCIENTIST NO'A
Lots 55-54 \TO AREA BOUNDARY / Set Plumb
n �788± S 36' `� \ ` / \j\' \ /. Remove top 12 -1B of Wire Basket
�8 HA THORNS STREET, SALEM, MA. 01970 , I [�i3 \ �� �ALEM / /�// \ / or all Visible Rope and Burlap Before
I� Prop. Deck \ OE /�
W 1 (Typ) �, ��TY \� \ \ � Backfilling.
Planting soil shall consist of 50% loam,
DETAIL 0 15' 50' �o�� CD
25% sand ar�d 25 pea# moss.
SILT SOCI{ F®R EROSION C®hJTR®L ��r o 11' Proposed � ��
O p �`t�' Q' 3 Times Diam. of Rootball
6 Dwelling �ti
" 3, Proposed o �ti� \�^�°
1 x1 x WOODEN POSTS �,� \ PVP 21958
AT 8' O.C. (MAX) 0
Dwelling FFF=129.0
FLOW DIRECTION
FFF=133.0 w PARTIAL BASEMENT
9 DIAM. SILT SOCK NO BASEMENT \`l°'' � ELEV. TBD
l 1 J �-- ,S PROPOSED BOULDER
EXISTING G�outvD 253 ,��� / BARRIER - SEE
DETAIL24!
o
N� 132x00 I 12 x0 Proposed Erosion Control
18' Proposed GP /
00
Driveway 124 • $ P
20
UPSTREAM CONTRIBUTARY AREA SHALL NOT EXCEED W .� proposed W 66 12'
.25 AC. PER 100 LF OF SOCK FOR 9" DIAM. z Driveway �ti4
SILT SOCK SHALL BE FILLED WITH A MIX OF ��2 o _ FS f / �� x �� >�i
30-40% WEED FREE COMPOSE AND 60 TO 70 IL �,y g y 129.0 ✓ �� L L.®
ROAD
WOOD CHIPS. �. �`�' � 5MH 1-124.0 __� J" �� -� Q26 . ,�
1238
13� 129x0 proposed / DriveWOY 22 0e `_
S °'14 Props 25 FT, FROM WETLAND lak
IN
-�-�`
SECTION - STONE LINED SWAI-E Se . 6' e Stone Lined S _ 120.� ®�
�' �.
�� Plotn 9 Garb
No Scale Qc e.
se d S' or,
2" RQ�ovoa�Qlk T A 21 119.6
o 8' A 22 119.4 A 20 119.4
pVC r� ---�---- 4
-- G Foy Sewer
2 ,� P� y0 ~`�` �� / '\�' A 23 119.8 WETLAND RESOURCE A 19 119.2 A 17 119.8
12" DEPTH OF AREA BOUNDARY A 18 119.5
� BROKEN sroNE.
RIPRAP
MINIMUM STONE
DIMENSION = 4" I� 2'
oy
L E G E N D SITE DEVELOPMENT PERMIT PLAN
LOCA TED IN
o SMH EXISTING SEWER MANHOLE
o DMH EXISTING DRAIN MANHOLE
cormJaL Payer,
® EXISTING CATCH BASINLEk
ti. MASS .
>tl EXISTING HYDRANT
Y � ��'ls 50 CIRCLE HILL ROAD
ao �
EXISTING WATER GATE ��(H � ras�t
o wso EXISTING WATER SHUTOFF cJHRI TQPNER PREPARED BY
GAS EXISTING GAS GATE R. -4.
�� E-OE36,R-745fAiJ0�J EASTERN LAND SURVEY ASSOCIATES, INC.
o
-o-� EXISTING UTILITY POLE mma' am nLAssEws�V
,A lea.31311--oo EXISTING LIGHT ON POLE w
—x—x�x- EXISTING FENCE
A A 1 RESOURCE AREA FLAG
100.0 EXISTING SPOT GRADE DETAIL -- BOULDER BARRIER .•:
ioo� EXISTING CONTOUR
Na sale 104 LOWELL ST. PEABODY, MA. 01960
EXISTING CURB + CHE:CIG VALVE
PROPOSED CONTOUR (978) 531 - 8121
PROPOSED SPOT GRADE o�r,o� ��:g
1 a axo 1 CYt BOULDERS , �� x _.. _ AUGUST 1 $ 2022
SMH PROPOSED SEWER MANHOLE WMA T�
PREPARED FOR
PROPOSED SILT BARRIER D�E �WAVV_ r ..
PROPOSED SEWER OR
3 (Typ) �� o ? I I LI VALVE CURB STOP WITH FEMALE PIPE TMEAE a +• a'_ �.
PROPOSED WATER LINE is ERIAL-AND ATCHCLTASS ING FILLED NYLONS
FS PROPOSED 2" LOW PRESSURE SEWERwow
GP PROPOSED GRINDER PUMP
EXISTING GRADE "'w" "{" . - -� `' ' O 10 20 40 60 80
PVP TYPICAL LATERAL INSTALLATION � ''��{�_ 1°' = 20'
DENOTES MASSACHUSETTS NATURAL HERITAGE
DTEXT� POTENTIAL VERNAL POOL GIS LOCATION AND No Scale
DESIGNATION Revised June 12, 2023 C:SDCIRCLEHIIL
Revised July 27, 2023 F 20075