64-603 - 120 SWAMPSCOTT ROAD - CONSERVATION COMMISSION (2) 1 T1 il :l • .�� ,,
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- - -- -- - - - -- - -- - -- - - - � Plans --- -- -_i
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ADJUST GRADES OF THIS PRESENTLY ERODED AREA. REMOVE
DETERIORATED HAYBALES AND DAMAGED FENCE. FILL THIS
ERODED AREA WITH CRUSHED STONE (6"DIAM) TO THE
EXISTING LEVEL OF ROBINSON ROAD. STRAIGHTEN
DIRECTION OF EX.BOULBERS (with mortared foundation). REPLACE/REPAIR <\✓
RUNOFF FLOW EXISTING FENCE.
HISTORICAL D o
DIRECTION Cr
RUNOFF FLOW - "`'`► �-�,� ¢
(R0A2SIf:F 4WALF�
edgemow•► y
e gro1vel road __ - M,y
f�, -___-___ SITEEXISTING
TO REMAIN GRADES PROPOSED 6'HIGH CHAIN LINK 'r
FENCE (TIE TO EX.FENCE) --
0
73.1+
4 Q o
731+ l; •:r II °I, ° ° °
FOLLOWING THE REPAIRS OF THE MONGIELLO PROPERTY
HEADWALL, INSTALL 65fLF 734 f, 73 5+ • — ROBINSON °
IA, HAYBALES (to minimize future
erosion to the headwall area) EXISTING TREE TO REMAIN
ROAD R. 0. W.
71 - -
`-
�o��• ` soap
o cn FOR EROSION _ N
• ° •'s•n��s• • • 12LF HAYBALES AND SILT FENCE
— — ----- — — — — °
1Ni1n=66.7 exis2ing le- stone °ul�ert (Irregular sizer ° — • • s - -- '�� CONTROL DURING CONSTRUCTION
— o
PROPOSED 6'HIGH CHAIN LINK - 6
— — — — — — — — INVo/yt=66.3 FENCE (TIE TO EX FENCE) SET ® O
r� m� POSTS (CALV.STEEL) 8-O.C. \\
°
A;
/
73:5 r r�
SIGN (SEE NOTE 5)
° I A EXISTING TREE TO REMAIN Q
EXISTING GRADES / l
/ i n
TO REMAIN
°° PROPOSED (optional) GRANITE BLOCK TO
r f Q ) BRIDGE OVER EXCULVERT LOCUS N FROM LOCUS
„ _-9raye`e,ad =vv -Tt (MIN. 5'LONG, 2.5'WIDE, 2.5'THICK)
ex,s SALEM GIS
SCALE: NTS
-xisting lawn (to remain)
G� .��" L7 CRUSHED STONE APPROX.ELEVATION=74.5+/-
� _-vz-�
ELEVATION=73.5
�� (ROBINSON ROAD
\ . . .
.(� ° /a FINISHED GRADE)
MORTARED JOINTS NOTES
Y .
1. LOCUS IS SHOWN ON SALEM ASSESSORS MAP 6, LOT 14.
Lo
�r ° \�� - 2. PROPERTY LINE AND TOPOGRAPHY PER ACTUAL
LL
❑ Y ,. ������ -POSITION, REPAIR & ON–THE–GROUND SURVEY BY PARSONS AND FAIA, INC.,
EL ��Q �� POINT EXISTING BOULDERS DECEMBER, 2007.
(additional boulders may
3. ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON NGVD
be required for tight interlocking)
OF 1929 (MEAN SEA LEVEL = 0.0) DATUM.
00
EEPHOLE (4-OC) 4. THIS SITE PLAN IS NOT A CONSTRUCTION DOCUMENT. THIS
4"W
( ) SITE PLAN IS INTENDED ONLY TO OBTAIN THE NECESSARY
N ---�--��1` --'—`- -- - - PERMIT APPROVALS FROM THE TOWN/MUNICIPALITY. FIELD
0) EXISTING STONE CULVERT DECISIONS WILL LIKELY BE MADE DURING CONSTRUCTION (BASED
ON ACTUAL FIELD CONDITIONS) WHICH WALL SUPERSEDE THESE
3 TO REMAIN AS IS TEMPORARY IMPACT TO SITE PLANS.
7 ___ INT.STREAM (DURING
Z
'�� INVout=68.3 CONSTRUCTION) 5. A SIGN (18"x18°) SHALL BE MOUNTED TO THE PROPOSED
d /; _ - CHAIN LINK REPLACEMENT FENCE (SIGN FACING RC61NSON
LIJ PLAN VIEW III—I = I—I — I ROAD) STATING THAT SNOW STORAGE ALONG TOP OF STREAM
BANK IS PROHIBITED.
ob SCALE: 1' = 5' EXISTING BOULDERS SERVE
—�I—III=. l i —1111 I I—III—III—III_
o AS BASE FOR PROPOSED IIIIIIII=III=III=III=III- 5. THE MONGIELLO'S (AND/OR THEIR SUCCESSORS) SHALL
PLACED STONES MAINTAIN THE SITE AREA REMOVING SILT AND DEBRIS BEFORE
m AND AFTER SIGNIFICANT RAINSTORM EVENTS TO INSURE THAT
rN 0
THE SCREEN FUNCTIONS AS DESIGNED AT ALL TIMES (AS
REQUIRED).
c0
CROSS - SECTION A-A 7. ONLY USE HIGH STRENGTH MORTAR.
0
o SCALE: NTS 8. STREAM REPLICATION IS NOT REQUIRED.
0
F_
0
0
1n
d
U
N
N
APPROX.ELEVATION=74.5+/-
SITE PLAN
0 ELEVATION=73.51
SHOWING PROPOSED WORK
E (ROBINSON ROAD ��// //��/� �� ���������/� TO ACCOMPANY A
FINISHED GRAS\��\" �\� �,���,��,��,�\,� Conservation Commission
w MORT PROPOSED (optional) GRANITE BLOCK .
IR & POINT EXISTING BOULDERS NOTICE O ENT A P P L I CAT I O N
O (�Ivi
/��/��� �� TO BRIDGE OVER EX.CULVERT / �/ \� m¢y be required for tight interlocking) I o
o (MIN. 5-LONG, 2.5'WIDE, 2.5'THICK) REPAIR
a
TIM-1
I I i—
=1i1 EXISTING HEADWALL ( 45 ± LF)
w III—ITI—III I _ / � I—III—�11—r
for property located at:
E -III lir-III r _ - III ='' Datura = NAVD'88
o ELEVATION=68.3
GRAPHIC SCALE 120 Swampscottscott Road
EXISTING BOULDERS SERVE
(EXISTING STONE CULVERT
Salem MA
AS BASE FOR PROPOSED
s o as s o
IN INVERTout, INT.STREAM BOTTOM) _ =11=11=�— _ - - - - II — = = =11= — 1=11=1 — — PLACED STONES f
3 III—I I—I I—II 1- 1= I III—III—I I—IIIIIIIII—III—I L—I 11 Prepared for:
I— I—III—lI I—IIIIII—III II I_ I — _ _ _ — 1=III=111=1I —I I1=III-111=I -- Carmine & Angelo Mongiello
o �w 4"WEEPHOLES IN FEET ) #55 Eastman Avenue ��pw OF
Mg s9cy
1 inch = 5 ft. Swampscott, MA 01907 �+ SCOTT IAN
EXISTING STONE CULVERT TO o c
U) ? PATROWICZ
N �'�' REMAIN AS IS Ja le: SeN.ern Lcr 2010 20 CIVIL-'
rn qQ' NOTE: THIS PLAN ONLY SERVES AS A GENERAL GUIDE. THE SITE CONTRACTOR MAY NEED PLDE(/06-10 Scale: 1" = 5' Sheet 1 of v ,D Na.33658 O
TO ADJUST FINAL GRADES (only with FLUE approval) AS NECESSARY BASED ON FIELD qJ ,o F t%
ELEVATION B —B ' ACTUALITIES. APPROVAL (from PhDF.) IS REQUIRED PRIOR TO MAKING ADJUSTMENT. PATROWICZ P�
-o LAND DEVELOPMENT ENGINEERING �67 AL
SCALE: NTS NOTE: THIS SITE PLAN IS NOT FOR CONSTRUCTION, 14 Brown Street, Salem, MA 01970
THIS PLAN IS FOR PERMITTING PURPOSES ONLY
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