64-184 - 0 PIERCE ROAD - CONSERVATION COMMISSION DEP 64- �}
- Plans - - ----,�
10•� g4 A-0,
4 IIP
4 �
s ' 5\
F \ CITY OF I of
SALEM DI
oo mll�,
-W
RANDALL G.
WIETING
LOT 31�
6,218 S.P. ' 2 lipa
,21esF,, o
N O V
t v� 02 �iarp 4
\pie a.z
� ., -
BERNICE B. 1 � ' � . ` z 'b� ti
1
ONEIL ��� �, 1 Eat ?, _ s t`
f LOT 316 `' 4
MANHOLE PROP 30'•36 2 12et 29,000 S.E \\ +U h
HAMMERHEAC \\ ``'\ \ oQ \- 9,000 S.F.
3 SEWER LINE -!/RNAROIYNO \ <• +P ` - 7 0
_91
ROBERT\ F. =, o,000sF 2,0 4y
TOPOGRAPHY MACKEY
_D TOPOGRAPHY \ Irpo5
II
SPOT ELEVATION ~tio \ \ 1 `
. PAULINE
D SPOT ELEVATION 9y (�
\ GALLO T � ® ,fir .- 'v• �,"aP v
D BOUNDARY FLAGGING \�. ^s z -` o 0 titi \v
ON OF DRAINAGE /
POSE WITH GUY WIRETE
'��� tia /� Y�6°T _
�\ W / r_VRBE D6TERM/NEDRgy STA F
RAIL ANTHONY__ �" TO
133 ti p �P� F
VD AREA ZARKADES _ h 5 ,,,,, 0
-F SALT MARSH WETLAND v i GARY R. v\ v
WHEAR V,
.OPE ( BANK ) j
SOLATED WETLAND W �!/ J �/
4 P
1FFER ZONE (SALT MARSH ) b
or
pt
+610
lop-
s F
'
CITY OF O
SALEM
A r
RANDALL G. �o /o.�
WIETING sr , QL.. \�9c
-� � � ' 1' pYy q•�
ASSE SSORS a \
LOT�,317 A � '2/ 14 c SCCA
• 6 18 S.F. / 8 n y alr., M. � ,�
S,Al s'i `\ r Off\ A•y4 ,�'y5 /��G
� •.w �F�"., 8S� ,ate - \!�
BERN ICE B. `•` �' ,� o .. _ P� ya
ONEIL rs�
52
LINE
\\ <\ \Yl ria t \'��
> ,
_ . .
T F. �
ROGER � -.._... . ;/
RAPHY MACKEY o�►c,'y� \. ..• '` ��6 ✓ •-` '4 /
RAPHY
751
ELEVATION \\ 1� `�\ Z�gaoost1.41
_.r_
4loopP
ELEVATION PAULINE
\GALLO
ARY FLAGGING
DRAINAGE
WITH GUY WIREN-
._....___. . . ZO..W 1L76,��3EMfEh4¢` " • . . i/ . _ i 1 r_ '
ANTHRONY-, r p,
ZARKADES�"
MARSH WETLAND � t`
GARY R.
NK ) WHEAR
WETLAND
-.. __ . .. ., ,. ..---.-,. -.s-.+.-�+• t.�-..•___�.....-.:r:...y..r..-........,ea_..v� a... ...p App.':R11'av'we-..C+>z:R-•FTA..rmtil+e�...T^."n42ta!T�a, ..f=...�5^.w..�3Svn :».-.a•.+P. wrSQSVaROMC. V.
+ 4.5' STAKES @ 8' O.C. .
A✓E.
3' WIDE• MIRAFI FABRIC,
0. kq 5,,LEnt s� rler:._�,.. ". q. .. c . 0 R t D U A L
CoLLEG,E
to Fc
P. vertical loco
k� *1L
RTE L/ c ✓' � � .
� - ::Ot6LDDfHC'�AIL.
LOGOS 'etTv" B :Angle,riist;iulu 15 AMM
r`R � O ievrou>,2Y la2e':bal.
✓F-? _ R Es T �( !I •1R ;• - - Mire or nylon
00 \ flow '^�% piF - bound bales
LLLG�9" AIATEL Eq/ESID \ DO ` - . . ,Y• ''l contour placed on the
LOCUS 1 = 1000' �
iox\ ��
�E',el AV �/AT \ /Q r '7 re-barn, steel pickets* or FOR REGISTRY OF DEEDS USE ONLY
Jr 4t;04 / in ground
taken 1 1/1' to ]• .
:ANCII'O1trNG It7AIL
''� r • _" -BALED HAY OR STRAW EROSION
NOT TO SCALE
` 6 �F,Qc � � �,/•
CITY OF ao = NOT ES
+r �:� \ t`•D SALEM
� o \
� - 1. CONTOUR INTERVAL = 2'
2. ELEVATIONS REFER TO SALEM CITY BASE M.L.W. WHICH IS
RANDALL G. Nr \ 1�o45 4.36' 13ELOW MEAN SEA LEVEL.
WIETING �pNA
A 1-L,
J PRCx 1>=CTEV 3. FEDERAL FLOOD ELEVATION CITY OF SALEM BASE = 15.36
�/
o s /�:� \ Jb �� A e��c (M.S.L. DATUM ELEVATION = 11.00 )
�_.,. A7 0,S ,qv
�•' .• ..�� / OT 317 � £y �F \\ _ 4. EXTREME HIGH WATER ELEVATION = 11.7 (SALEM BASE ).
i o 6,219 S.F.!1 J
9,000s.r= Sf0 5. LOT 316 SHALL CONVEY AN 80' WIDE PORTION THE EASTERLY BOUND
r I 218
Ito - -�_ J 9 _ CONTAINING 9000 SF� -TO LOT 317.
A�. E
� �
Zi
LEGEND P • Y A y4 -� / g� 6. LOCATION OF DWELLINGS AND DRIVES FOR CONCEPTUAL PURPOSES
BERNICE B. / " `�'' QF/ 4-f ONLY AND ARE SUBJECT TO CHANGE .m
ONEILIL ` o v
7. WETLAND FLAGGING BY I.E.P.
E.P. INC. OF NORTHBOROUGH MASS.
PROP 30'-3-r' ` litb g - b fir`_ h e���
® SEWER MANHOLE HAMMERHEAD •• 10 ,
S EXISTING SEWER LINE TURNAROUND \\ , \ '• s 8. ALL CONSTRUCTION TO CONFORM TO RULES & REGULATIONS OF THE
ROBERT�11 F. F --;7� � � - SALEM PLANNING BOARD AND SPECIFICATIONS AS SET FORTH BY
-/S EXISTING TOPOGRAPHY MACKEY _ IV
_ � 4 �� •. ,/ +a ,cp � � . THE SALEM D. P. W.
_ Lam, PROPOSED TOPOGRAPHY \ ' T5• `
\ r y - �E'I� 39 _ 9. THRUST BLOCKS AS APPROVED BY SALEM D. P.'W. TO BE PLACED AT
/¢xs EXISTING SPOT ELEVATION
\ 4�,. F, a _ , t6 ,
\` q , j c / ALL BENDS AND TEES IN THE WATER MAIN. _
mea o P -
/8•0 PROPOSED SPOT ELEVATION PAULINE _ i� �;, ""�w,�• /8' !h� / � E LO -
>GALLO �,, �• ,, N 10• T 316 SIIALL CONVEY A 21 3I WIDE EASEMENT TO LG 7
pA -46 WETLAND BOUNDARY FLAGGING
P"/ V E .
` Q Ii. ZONING R- I .
-�� DIRECTION OF DRAINAGE ,
E- UTILITY POLE WITH GUY WIRE �� '5 f.e 1C4VRB
12. TEST PIT LOCATING ACTUAL LOCATION OF EX15,!ING 30" SEWER LINE
GUT ANo DRIVEWAY A!-pROAC.4 TO BE DUG PRIOR TO ANY CONSTRUCTION AND RESULTS ARE TO BE
-�" -� = GUARD RAIL �� REVIEWED BY REGISTERED PROFESSIONAL ENGINEER TO ASSURE
ANTHONY o _ ' r , TO BE DETERM/NED 6> STATE D.P. W.
WETLAND AREA 133' * � FEASABILITY OF THIS DESIGN.
ZARKADES _'
EDGE OF SALT MARSH WETLANDGARY R. �` 13. HAYBALES SHALL BE PLACED ALONG PERIMETER OF ISOLATED WETLANDS.
- - TOP SLOPE (BANK ) WHEAR /�N�� 14. HAYBALES AND MIRAFI FABRIC SHALL BE PLACED ALONG TOP OF
- - EDGE ISOLATED WETLAND / �� EXISTING BANK AND EXTEND BEYOND CONSTRUCTION AREA AT BOTH
ENDS AS DETERMINED BY CONSERVATION COMMISSION .
100' BUFFER ZONE (SALT MARSH ) >n d bQ v
15. NOTICE OF INTENT FORM BASED ON WETLAND DETERMINATION REPORT
-•-•-•- - APPROX. LIMIT OF FLOOD LEVEL - 15.36 ZONE A-3N = BY I.E.P. INC. DATED JULY 279 1988 .
-- - --- -- 100' BUFFER ZONE ( ISOLATED WETLAND ) WI � 16. DRIVEWAY TO BE AT EXISTING GROUND ELEVATION ON SIDE OF ABUTTORS AND.
PROPOSED DWELLING SLOPE AWAY FROM ABUTTORS LAND TO ALLOW OVERLAND RUNOFF TO
CONTINUE AS PRIOR TO CONSTRUCTION.
w WATER LINE a �1 17. HAYBALES TO BE STAKED ALONG GRADE LINES FOR EROSION CONTROL.
ws WATER SERVICE ( 2"LINE ) r
18. PROPOSED SLOPES TO BE HYDROLOGICALLY COMPACTED FILL, AND' 6" LOAM
AND SEED,
ss SEWER SERVICE !6'P.✓ LINCOLN nl e/ NCOLN p ��
RD. ' v 3 ' ve,�E�..Ay
HAYBALES b
e,NG .9✓E � S' K
• W
SLOf1E
• do /ZrB9�• �M.F[ LOA�151"cI9 . .
R
E�TJVL ALC OPiNq{pC .` -
V_C.
�•b so CROSS SECTION OF DRIVEWAY
NOT TO SCALE DEFINITIVE PLAN
PIERCE ROAD
�D
SALEM MASSACHUSETTS
OWNER: JOYCE P. SALVO CARTER B TOWERS ENG'G. CORP.
E 5
SCALE : I" = 40' 6 FAIRVIEW AVENUE
DATE : SEPTEMBER 3.2, 1988 SWAMPSCOTT, MASS. 01907
�$ RASED J✓NE 6 /990
0900,77ow.allL s•�JFORMNTSo✓
,, Msr aJ✓LY /9`JO
Il M M C7�'i'li 'Jl�, �✓ lost CH N
1 b
8� v Vkr R SALEM PLANNING BOARD:
APPLICATION FILED:
Cl G a o ? y e oe
Q N N No. 26914
n
T a ` C?
F ,s �6r` FINAL PLAN FILED
SAS 10
HEARING DATE:
SMS 31 ♦ 2.00 #510 ,.00 � .90 0000
GRAP)ifC SCALE
PROFILE OF PROPOSED DRIVEWAY
PLAN APPROVED:
0 20 40 60 80 120 160
i NOT TO SCALE
• - it
L Olt, -
6 A✓¢.
yi P• R SA LEM Sr _ -
\\ COLLEGE
fR I
G aF ht.
4� tb
0 aG�
RrE. N Ll✓ of Sf fA —
o
LOG US a
FOR ES 7-
On
LC60Ry. AS/.�TaL Er/iAn O
LOCUS 1 " -- 1000' \ \\`_�� -���fz FOR REGISTRY -F DEEDS USE ONL.--
oxi iN� �A,�
\ /
tri lv� \l
s it \9xe
7L � F \ CITY ' OF '
lkr0 /J
NOT ESypppSALEM
HN ^aMCRO
2p /y4R p Fop �¢ A r
r 35, VNU 0� M
I. CONTOUR INTERVAL i= 2
wpT� s fi 2. ELEVATIONS REFER TO SALEM CITY BASE M.L.W. WHICH IS
RANDALL G. o ` ' Ry4� �`�\ v04 4 36' BELOW MEAN SEA LEVEL.
W I E : ING
3. FEDERAL FLOOD ELEVATION CITY OF SALEM BASE = 15.36
q
(M.S.L. DATUM ELEVATION = 11.00 )
• � \ -2 � 9 tQ �`�, \\ \ 4. EXTREME HIGH WATER ELEVATION = 11.7 ( SALEM BASE ).
ASSE SOfdS I 2S� x „4 �<a �L �� 5. PROPOSED RIP-RAP SLOPE TO BE DESIGNED BY A REGISTERED
LOT 317 . t� , b, \ ,y o AONA �� 93
6 18 S.F. 3 / qOq OE LZ1NVR79U STRUCTURAL ENGINEER .
S•� 0 2 4 wU E TV
LEGEND I o�AF A Z� �'z� / 6E 6. LOCATION OF DWELLINGS AND DRIVES FOR CONCEPTUAL PURPOSES
BEONICE EIL 8 v ' J 'r3 =.r R�Pf�RaP>s4OPE o`�/ y�� ONLY AND ARE SUBJECT TO CHANGE .
RAP INC. O THBR UG MA
® SEWER MANHOLE + �r9 7. WETLAND FLAGGING BY IE.P. NC. OF R V O H , SS.
� itrb ✓✓.y y q0 i �R 6 �`- � 10 2 \ RlP `�. -' f,l
5 EXISTING SEWER LINE \ �6 FTF9 'Oo �u S�oP-
a.5 p,Dp S�OPE> iZ E> 8. ALL CONSTRUCTION TO CONFORM TO RULES & REGULATIONS OF THE
ROBERT F. ti 9 o , , 1 e - n
R �",< — �4- P✓ SALEM PLANNING BOARD AND SPECIFICATIONS AS SET FORTH BY
`+ --/S-- -- EXISTING TOPOGRAPHY MACK LOT 316 v
29,000 S.F., _w< ¢ x i a, o THE SALEM D. P W.
PROPOSED TOPOGRAPHY ` i .>+
/4xS �3 1 SLOP
ED _ 3— 9 9. THRUST BLOCKS AS APPROVED BY SALEM D. P.."/. TO 6E PLACED AT
�� s F Y
EXISTING SPOT ELEVATION \ TO BE LOAME = r^ ,
_ � - �� ALL BENDS, TEES AND HYDRANTS IN `NATER MAIN.
/a•o PROPOSED SPOT ELEVATION PA LINE
.° \\ U
10. CATCH BASIN TO BE FITTED WITH M.D. C. GAS TRAP.
,3A -s WETLAND BOUNDARY FLAGGING �j.GALLO E N
v� T y� . ��� iW V II. ZONING : R- 1
—�;- DIRECTION OF DRAINAGE ` / ,n + � B. FND. i6.5 .-\� ;� , •
E—o UTILITY POLE WITH GUY WIRE } 'a ^ I _iJ \ ' \ J 12. TEST PIT LOt.4TING ACTUAL LOCATION OF EXISTING 30° SEWER LINE
zo vkr TO BE DUG PIZIOR TO ANY CONSTRUCTION AND RESULTS .ARE TO BE
—�= GUARD RAIL o �� t', // REVIEWED 8'f r2EGi5TcRcD PROFESSIONAL ENGINEER TU ASSURE
ANTHON� WETLAND AREA ZARKAD S 133 zz FEASABILITY `?F THIS DESIGN.
ZARKADES _- ti 0
o i P VIETLANDG.
— EDGE OF SALT MARSH WETLAND 13. HAY BALES SF 'ILL BE LACED ALONG PERIMETER OF ISOLATED GARY R. y� � � •�
TOP SLOPE -(BANK ) WHEAR 14. HAYBALES AND MIRAF1 FABRIC SHALL BE ?LACED ALONG TOP OF
EDGE ISOLATED WETLAND -� d� - EXISTING BANK AND EXTEND BEYOND CONSTRUCTION AREA AT BOTH
AOi ENDS AS DETERMINED BY CONSERVATION COMMISSION .
... ... . ........ .... ••• 100` BUFFER ZONE (SALT MARSH )
15. NOTICE OF INTENT FORM BASED ON 'NETLAND DETERMINATION REPORT
—•—•- - — APPROX. LIMIT OF FLOOD LEVEL - 15.36 ZONE A-3 m BY I. E.P. INC. DATED JULY 271 1988 .
100' BUFFER ZONE ( ISOLATED WETLAND ) qj
PROPOSED DWELLING a'
2
w WATER LINE
Ll
LINCOLN O
RD. U
I
i
.,r...-.y
r
-- N FIL--
s , . a
1
HEAR
� GRAPHIC SCALE T _- -- - --- _--- PLANII+ .�'PROVED:
0 20 40 60 80 1_0 16U _ —
i
in
i JTh'
/ ✓E.�
a,
r r l EGE
A
AI p G�
EDGE k
EDGE / �_
ISOLATED—! �� ; MARSH FOREST
f
/q of
`Fid i
WETLAND SA
LOCUS
P RI VER 'xn LEM
6i /IA ROoe
( T i d o
1
J 100 BUFFER I
MARSH �s fit` 1'/a xsLe :/EAD
W LOCUS 1 = 1000
z CENTERLINE
PROP 20 WIDE WA
(PIERCE ROAD –
\ PAPER STREET )
v
0 O CURBING NECESSARY
100' BUFFER
�\ ISOLATED ke
� WETLAND
3:/ c �\ narvcway r aE same
OP
eo SL EGFVA r/ON ir5 S,pE[✓pL('
� I � B/ +AN O.CNp Rgrvr/J N•/A
S r.p \ �z 4a 7.•L (�I
SLOPE
LINE
Z 6'l�e UT/c/ry
23
R> `8/T. Com" t,NE i_----- w/4riy�T,/r�_ro scaEtcrarPo a's ` 847 9
/ — V f.l Z O S/Gry ,.SPEED L,MiI or�TH 4
v I
5 /�/a 9a PA VEME ZSMpN'•
NT-�
0A -42-
A
Gno
!vP rcld�i v/rro �C.__ rEE,vete 8'QF44- ,per
ja 0 - - CENT \
�•W -77— RCIIVE
\� 2 Op 941 gym,-N 2`og39j/ t <—��US p 9 0 \ \ RgVF<ep �� \ a
\ L 040 _
,c 70
� oAl
<' w
P ,o, vf, � _
S� O � iib ` O. 3
�/ 36 1p ' ti
�v°
s0 \
9%-, arra
a5 9R
s,p , 0 25
0
-b0 svh
,2,6v r�8
16
o
1 \
u9 2AA
19 -b OQ. A,
0.
�-b o/
Wb
009
NOTE WHITE BREAKDOWN MARKINGS IN FRONT OF
rs,\\ PROPOSED WAY TO BE ERADICATED BY PAINTING
BLACK OR BY METHOD AS DIRECTED BY STATE D.PW.
PLAN OF LAND SHOWING
PROPOSED 20' WIDE WAY
PIERCE ROAD - SALEM , MASS .
SCALE : 1 = 30 ' AUGUST '.29, 1988
R. 't I � REV/SPO, ,vas z
CARTER & TOWERS ENGINEERING CORP.
6 FAIRVIEW AVENUE
SWAMPSCOTT , MASS . 01907
GRAPHIC SCALE
0 15 30 60 80 120
' SOT
Ii
A✓E.
/ / SALEM ST
GOLL EGE
EDGE
� r
E
EDGE o PfP
-- FOREST
MARSH
� '5 v
ISOLATED
9 a�
WETLAND o RI VER1 AL EN
h>'ARp pR
t&r` ( Tidal ) F,
�q
1001 BUFFER I �s LL 111AT.23
E le q�
r MARSH I E�
11 LOCUS 1 = 1000'
z CENTERLINE
PROP 20, WIDE N'A
(PIERCE ROAD -
PAPER STREET )
0 0 CURBING NECESSARY
IOO' BUFFER � �•
N ISOLATED \ \z
WETLAND i
� R
B_/ gDR"VEl✓AY To HE SAME
\ eo G ELFVq f/ON /r5 S/OF[✓pLK
SLOPE
LINE T_ t2xL i
L =
�uPRn�ys'-a/ T. c /✓� s� 11rvr) -roscaEccrarE'oa'so.ry 847. 94 ,
1
O s/
P Gn,
MAH'
�p��� '4 V E M E
1/41
�/ � 6� yea. RK,r14 „✓.r„O � - �� s�l�N�s O ��- �- � �_`�`
CENT
R 93.89 \\
= x \
\ \ / _ — L= 52.39 — \ ER\ \
O 2 \ m; . \0 57,00w- " WA's �q R , 2 — � T9a�F \ \
o
�
L = 360. I2
�QAR` 2B06T x `320 \
� 9
/19
Rei
2 0. 9
,I � N
9 AA �
i v 52
N-b( 0 °�, "/
ool� Ll-f-4
�P
t- NOTE WHITE BREAKDOWN MARKINGS IN FRONT OF
PROPOSED WAY TO BE ERADICATED BY PAINTING
`mss BLACK OR BY METHOD AS DIRECTED BY STATE D.PW.
s
f
PLAN OF LAND SHOWING
PROPOSED 20' WIDE WAY
PIERCE ROAD SALEM , MASS .
/F ';�) � SCALE : I = 30 ' AUGUST 29, 1988 '
CARTER 81 TOWERS ENGINEERING CORP.
6 FAIRVIEW AVENUE
SWAMPSCOTT , MASS . 01907
GRAPHIC SCALE
0 15 30 60 80 120
LTy
1
T
F a R E s T �
� oo �
���aL Er✓iaa \ Q
_0cus 1 " _ 1000,
IL* \
00,
r
t �L
CITY OF p'
49SALEM /
11
A r
RANDALL G . k �0tr
WIETING
A Zap A �
OT 31
61218 S.F. ! }�
9000 S.F.
' r 1 1218 SF j 4 —
LEGEND
BERNICE B. / ? ' + • _ �f
ONEIL
SEWER MANHOLE PROP. 30 • x 3s ' ' V
� •• iifb 8 ` � — 10 y l< .
NAM ME"RHEAD , _ h
S EXISTING SEWER LINE TURNARar/Nos iZ �t
ROBERT\,, F. - -
- — --- -- G TOPOGRAPHY MACKEY . — % ��4
EXISTING ST I N u
>�
�- • ' /�
' PROPOSED TOPOGRAPHY -
/¢xS EXISTING SPOT ELEVATION
�a• o PROPOSED SPOT ELEVATION PAULI NE �� �P ` •c ,, ,a �► �'P ,
\ GAL LO - .�, �v� �� U
,6 A - a WETLAND BOUNDARY FLAGGING � �, �- ap E N
�1 v
DIRECTION OF DRAINAGE
UTILITY POLE WITH GUY WIRE
J� vRB C&-"r ANL.* pigl WifA y APpRcW c,"
-� • -� � •• GUARD RAIL �� -� C- -
AN T HONIt;_ O" 7-O BE OETERM/NED py sm TE O. P. !•t/.
WETLAND AREA ZARKADES 133' hP '' 4
EDGE OF SALT MARSH WETLAND
GARY R
- - TOP SLOPE ( BANK ) WHEAR
EDGE ISOLATED WETLAND
100 BUFFER ZONE ( SALT MARSH ) �/ P
W tiQ v
- APPROX . LIMIT OF FLOOD LEVEL - 15. 36 ZONE A - 3 W
� a
- - - - - - - - - 100' BUFFER ZONE ( ISOLATED WETLAND )
PROPOSED DWELLING
w WATER LINE
ws WATER SERVICE ( 2" LINES
ss SEWER SERVICE l6 " P. ✓•C•�
L INCOLN O
RD. v D0 VAW09y
HAYBALESRlW ,sit/F �vvE �
W
n �
FigciS.y
S[A�E
to
V. c,
;•� so CROSS SECTION OF DRIVEWAY
Ito NOT TO SCALE
•vR'
V.
oQ°�D `
z s-�
0010
0 Q N 0
r:
R4 SE $O
y� 3;00 f ?.ov +so /+00 ;av 00.00
G AP fl C SCAL
PROFILE OF PROPOSED DRIVEWAY
0 20 40
NOT TO SCALE
A✓a.
Ppb n9
4 SALEM Sr.
COLLEGE
�q
0 `Pa G
,PTE L
� Fe
LOCUS n e
i` F
O R
C, lff4ffl'BL
LOCUS 1 ° = 1000'
—� E� \ y ;1 RY OF DEEDS USE ONLY
\
S ,z.'! .\ •00�
F \ NOT FS CITY OF d
e I
H4 M °se a o 3r8 o SALEM y / _ ._. ..._Y
T�RNMeRyO .� '
2p x3s°UNo°\ 1. CONTOUR IN i EriVAL = 2
\ o � S' \ 2. ELEVATIONS REFER TO SALEM CITY BASE M.L W. WHICH ; S
RANDALL G. My . ; �'� ��o ;` 4.36' BELOW MEAN SEA LEVEL.
.r, ✓� °<
WIETING o ���9<
3. FEDERAL FLOOD ELEVATION CITY OF SALEM
7. BASE = 15.36
rF� w/�A
e�°�,, , y4 � \ \ \ "di? ��� \ (M.S.L. DATUM ELEVATION = 11 .00 )
o,
!co, °�F 4. EXTREME HIGH WATER ELEVATION = 11.7 (SALEM BASE ).
ASSESSORS y 9 .xR� o <g PLS 5. PROPOSED RIP- RAP SLOPE TO BE DESIGNED BY A REGISTERED
/ LOT1, 317 to . �": o �� `� pO Nkp�REpoC g
6 218 S.F ZY -T9 „� J-A �E ... STRUCTURAL ENGINEER
E NV. V
LEGEND � 5 E
o�AF\\,tee ,� Zy E� 6. LOCATION OF DWELLINGS AND DRIVES FOR CONCEPTUAL PURPOSES
BERNICE B. i \ 4,,Y 'R - C, 09E
ONLY AND ARE SUBJECT TO CHANGE .
I Rpp
ONEIL
SEWER MANHOLE �A ` %6 ,y ayP, aA ' '' 7. WETLAND FLAGGING 8Y I.E.P. INC. OF NORTHBOROUGH , MASS.
�\ 10 S`oPE `h £
5 EXISTING SEWER LINE , +ws \ eFrq�s°SF 8. ALL CONSTRUCTION TO CONFORM TO RULES a REGULATIONS OF THE
ROBERT R F. ` • SALEM PLANNING BOARD AND SPECIFICATIONS AS SET FORTH BY f
--- -/S •--- EXISTING TOPOGRAPHY MACKFY LOT16 ,v
_ f THE SALEM C:. P W.
PROPOSED TOPOGRAPHY 29 000 5.7� �,
' Y � � _ ti _
4 , / s� 3:1 s 'j r mea \w' ,. �� 39 9. THRUST BLOCKS AS� APPROVED BY SALEM D. R* TO BE PLACED AT
/¢5
EXISTING SPOT ELEVATION TO BE LMED
sEEDt'_; J� ALL BENDS, r'--Er AND HYDRANTS IN WATER MAIN.
PROPOSED SPOT ELEVATION PAULINE \ -
BE F11 _1D Yv i Fi M.O. C. UA T
pA-8 WETLAbM BOUNDARY .FLAIGGLUG
11. ZONING R- 1
— + DIRECTION OF DRAINAGE _ FND 165
F--S� UTILITY POLE WITH GUY WIRE _3y } f -- __ '_i% / %, 12. TEST PIT LOCATING ACTUAL LOCATION OF EXISTING 30° SEWER LINE
_/ '� TO BE DUG PRIOR TO ANY CONSTRUCTION AND RESULTS ARE TO BE
—V — V — V . GUARD RAIL �. o L'� � f REVIEWED BY REGISTERED PROFESSIONAL ENGINEER TO ASSURE
ANTHONY_ -i to"I t
WETLAND AREA ZARKADES X33 Lz tia f' y �k FEASABILITY OF THIS DESIGN.
EDGE OF SALT MARSH WETLAND �� 13 HAYBALES SHALL BE PLACED ALONG PERIMETER OF ISOLATED WETLANDS.
GARY R v � /
— — TOP SLOPE ( BANK ) WHEAR /�wi V, 14. HAYBALES AND MIRAFI FABRIC SHALL BE PLACED ALONG TOP OF
��/ / EXISTING BANK AND EXTEND BEYOND CONSTRUCTION AREA AT BOTH
— — --- EDGE ISOLATED WETLAND
1. � Oi ENDS AS DETERMINED BY CONSERVATION COMMISSION .
100' BUFFER ZONE (SALT MARSH ) /
15. NOTICE OF INTENT FORM BASED ON WETLAND DETERMINATION REPORT
— — — APPROX. LIMIT OF FLOOD LEVEL - 15.36 ZONE A-3 W BY I.E.P INC. DATED JULY 27, 1988
- - - - - - - - 100' BUFFER ZONE ( ISOLATED WETLAND )
�....� PROPOSED DWELLING
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c. 1-IEET I OF 2
DEFINITIVE PLAN
PIERCE ROAD
SALEM, MASSACHUSETTS
OWNER : JOYCE P. SALVO CARTER & TOWERS ENG G. CORP.
i
SCALE : I° = 40' 6 FAIRVIEW AVENUE
DATE : SEPTEMBER 30, 1988 SWAMPSCOTT, MASS. 01907
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' SALEM PLANNING BOARD:
APPLICATION: FILED _
w -
s FINAL PLAN FILED
���•II���uu NEARING DATE '
GRAPHIC SCALE
--- - PLAN APPROVED:
0 2G 4C 6C 90 12U G",
.,r.,.....++�...rear.c.+w..:,....ww••.++irrrrw.ur. .wwr.•++...s........+.�wm,...vo�.,._ ...»..�+.vw..�.as�rr...�...........w.......e..�..,,....w.._—_........., a...... .- . .....».rn.vr...w.. ��
Ex/ST/A/G CENTEKL//VE
STKEET"L/n/F_
P,e0Oo5E� CE/✓TERL/n/E Lo�eIN{,.���/k; �_ 401 wfoe /Apel:! sT
/3. SPOT ELE✓�tT/O
�/6' $J PcOp05ED SPOT ELE✓A7/On/ / K C. '
_ /OOi
TiCAVEG.�a �Ay NFA r1W-A LL
Z'1y Fn/o Ex/eT. -
/� F'�✓EMS'NT 4Ld P'':. I LY.✓>V F'.•�c. III���/
Imo.
FOR REGISTRY OF DEL�.. LjSE 'ONLY
T I � /2' CO/✓rPAGTEr> G/r�✓EL
_ - � <�<'Q I / Ii I �i✓cA5 EME'CGiy� _ _. �,.I
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l�✓ATF_rR ,R' -I
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tar 3100 7_+OC +SO r25• /t00t7.5 t50 t25 0+00 °-4 . JTA� EJ Q 8 n . C .
PItR0t ROAD PROF 1! 1, � l.�v' ' � 3 ' ORf- MiRAF1 FABRIC
� ` OR EQUAL
.h r ` s .111 t)g77X777
vertical lace
f t
F .^....1p._.� ._ .... .. • �,,.,,P'.Af�lnea7AlPl'; ' .:~ �� _.. .. • ,�..
a
1 COVERIg
NOTE l_4" CAb IRON HEAVY
s�
G` .s DUTY LEBARON LB 249
r COVER TO READ "DRAIN" cc♦ tii t
I. CONCRETE : 4,000 PSI AFTER 28 DAYS. `r" � I { �, � �� , ;�; a. 1C� `
2 REINFORCING . H-2U e" r ° nl f!� Nirc or nylon
LOADING, 4x 4/4 x 4
W.W.M. SLAB TOP - NO. 5'S AT 8" 0C r` bound bales
plac�•d on the
�,
3. SHIPLAP JOINTS SEALED WITH I STRIP OF contour
��- �'�.' � ., �'�y' �?,`' '
' DIA BUTYL RUBBER SEALANT.
I'
I0 `
4 EACH CASTING TO HAVE LIFTING HOLES PRECAST CONCRETE� �
I CAST IN. ..4 — — — — — — —{ DRAIN MANHOLE f 9 * 2 re-bars , stce; pickets , or
. o ,a " '• 2" r 2" stakes 1 !1]' to 2-
5 EACH SECTION TO BE LABELED AS NOTED fin, In ground
6. PIPE OPENINGS CAST IN AS REQUIRED.
NAS' OR S rRAW gR4Sf ON
4 1_E_C_KS
I,
NOT TO SCALE
I ,
4 r, u f
3'. o .' . _Z 4_--
TYPICAL DRAIN MANir;' O _. E SE70,T 0i\ - -
—- _-f--
30 '� I . D. MANHO ._ c=
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NOTE :
I I VOLUME OF CONCRETE TO BE DETERMINED BY \
• ENGINEER IN FIELD,
2. CONCRETE SHALL NOT OVERLAP ONTO JOINTS
3. SIZE, SPACING AND NO OF STEEL REINFORCINGS t ,�
FIELD . DEFINITIVE Y L 0;:r 2,
ONCRETE ENCAc - MENT
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BARS TO BE DETERMINED BY ENGINEER IN D��! `V € E ����`
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_-
=,:i -
n . t. S. 12
PIERCE ROAD _^
DUCTILE IRON
SALEM MASSACHUSET I
(MJ ) PLUG GALV. STEEL ,
STRAPS :oma wswN �" .fes; •. , OWNER JOYCE P SALVO CARTER 8 TOWEF ENG G, CC=s?.
GALV STEEL W
STRAPS ' J � c"eTraC4r:+ : SCALE I " = 40' Vert . I" = 4" 6 FAIRVIEW AVENUE
14
-- DATE . AUGUST 23, '988 SWAMPSCOTT, MASS. Gi9C
8"DUCTILE IRON M.J rf�tE
_CONNECTING PIECE (1 ( 6 e
TEE PLUG VERTICAL BEND
4 SALEM PLANNING BOARD
iAPPLICATION F11LE; —__
2 FINAL PLAN FILES _
ANCHORAGEDETAILS ---- NEARING DATE -
_ - -- --
n . 1 . S. GRAPWC SCALE ---- --- - -
0 20 40 60 BO i20 160 --- --- PLAN APPROVE —
i