25 PIERCE ROAD - ZONING e
Form C
.
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Planning Poarb
�alrm„$Saesachnsdis 01970
NOTICE TO BE ATTACHED TO o
FORM "C” APPLICATIONS 4 m
See Form "C" applications for m
r
complete instructions for filing.
All insertions shall be typewritten CD
s
w
or printed neatly in ink. i s
x Z
,ys�
Date: _Lpr'iL5�19A--_—__ ZZ
City Clerk
Salem, Massachusetts, 01970
Dear Sir:
I hand you herewith two copies of Form C, an application submitted this day to the Planning
Board of the City of Salem requesting an approval, by the Planning Board, of a definitive plan filed with
this application.
The subdivision shown on the plan is called "DefinitivePlan,_-PiPrra-Rd_ clan, nm;
and is located on streets now and/or tentatively known as --25 Pierce Road,_ SaletnL__—_
Essex County, tAassacnusetts
— ---------------------- ------------------
(insert streets and street or lot numbers)
in Ward -___ 6__ —.
Signature of Owner _-4��4 _ —
Street Address __________________Pierce Road_______—__—
City/Town and State _--------Salem, MA
---------------------------
(617) 745-5521
Telephone Number ------------ ---------------------- -
of �Irm, Cttssttr�jusr##s
Planning PDarb
4�t s
CHU xall
�$aleve, �aeeachvsetfe 0147U
FORM C
APPLICATION FOR APPROVAL
OF DEFINITIVE PLAN
In accordance with the provisions of Section III-B
the applicant must file, by delivery or registered
mail, a Notice with the City Clerk stating the date
of the submission for such determination. The no-
tice shall be attached to two copies of the Form C
application. The notice and both copies of the ap-
plication must be "date stamped" by the City Clerk
and then one copy of this Form C, with the Plan,
filed with the Planning Board by the applicant. All
notices and applications shall be typewritten or
neatly printed in ink.
Salem, Mass., --------APr — – —19 88
To the Planning Board:
The Undersigned herewith submits the accompanying Definitive Plan of property located in the City of
Salem for approval as a subdivision under the requirements of the Subdivision Control Law and the
Rules and Regulations Governing the Subdivision of Land of the Planning Board in the City of Salem.
1. Name of Subdivider _____Claxton_ Smith
-----
- --------------
---------
–---
----
27 e Road, Salem, MA 01970
Address ---------- ------Pierc-------- ------------------------- ------------------------------------------------------------
2. Name of Engineer or Surveyor _-_------Joseph_-Carter
--- -------------------------
Address -------------------h--- 17,Xw-
_Vie -_Avenue_,__Swazp-S-c_OLt,M&----------__--
' 3. Deed of propem• recorded in -----------E- ---- -ssex Sou-t--h--------------- ----------- --_ Registry,
Book -------------6-89----------------- page - _527-------------------
4.
5 27-------------------
4. Location and Description of Property: S_Qe---att cued---Deed-----------------------------------
---------------------------
---------------------------------------------------------------------------------------------------------------------------------------------
----------------------------------------------------------------------- ---------------------------------- ----–-----------------------------------
------------------------------------------------------------ ------------ -------------------------------------------------------------------------
------------------- ------------------------------
5. All streets and abutting lot lines shall be shown on the Plan with the names and addresses o
abutting Owners. l/
Signature of Owner- __–________ __ ___------
Address--------_------------27Pi ce Road, Salem, 2-IA-0-1-9.70
Telephone Number -----------L6171___74.5-_55.21------------------------------
A list of the names and addresses of the abutters of this subdivision is attached, which shall be attested
to by the surveyor. Verification will be made by the Planning Board.
4
� Ddu
a
F p /, E °✓ E ,� i xj
ELEVATIONS REFER TO /0 —
SALEM
o SALEM CITY BASE M.L.W.
M L W ELEW
MS.L. ELEV. 11.00
Federa I Flood
o'� �AF, F < \ FOR REGISTRY OF DEEDS USE ONLY
11 .00 u
R
\ P „ <-9 - 4
r � tT
43e� LILLIAN C.
I I 4 PAPALEWS
29 PIERCE � \ � .�, V � � c�ti I - Ek/ST/ LEGEND
Ir MI.S. L. I ` No
�T pE \
�<<lNc � ��' 1 �� -- —�G EXISTING CONTOUR
Z10
4.36 CE 9��. �•,3 \\ - DIRECTION OF OVERLAND
SURFACE RUNOFF
SALEM CITY BASE Zvi p $o�*�� ,' Gq o �c \ �� c� /Zx8 EXISTING SPOT ELEVATION
STEPHEN L. HENSLEY \ �� - �o R \ �zX�\ ` ` -� Z
31 PIERCE Rl \i � \ 7
Ltj4 2oH Uo y �,z,00. Z � . , ,o o As<tooRl X /2�` � Z /y'o PROPOSED SPOT ELEVATION
V cNaN NRKE c 'SNOT��.os g \X9 \ W �-� PROP056-D CON TO(IRS
O
� ' ��°aa\�\ EXIST/NG CONTOU,PS
\r �6ks G $7
sz N� qt6
NA N pyo-
8 v 'Qo
'Qo \
40
SITE PLAN EOR WETLANDS FILING
GENERAL LAWS CHAP: 1311 Ss. 40
SALEM , MASS.
PREPARED FOR : CLAYTON SMITH
JOSE SCALE : I " = 40' DATE : MAR. 17 .1 1988
REVISED A'P Rl- 29 8 8 988
NOTE OR Y ✓ELL 0,e LfACIV L/NES TO BL-IIVsTALL£D �s,�,'���sr�a� CARTER & TOWERS ENGINEERING COR P.
To ACCOMMODATE ROOF 12vNCFF AT AWE NL LOW
Di5C2�Ti0/V of;�E caysE2!/�9>lOil/ coMriiss�aN. - 6 FAIRVIEW AV E N U E-
SWAM PSCOT T , MASS. 01907
GRAPHIC SCALE
(7 -26 40 50 75 100 150
F-13662
/ V
� � � � �
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�_ _ � - �
t / •i t • �. �i I it ' �_.._may—��,
LEGEND
F . ,
/4-- EXISTING CONTOUR \ i
ro
7777DIRECTION OF �J��
_ OVERLAND
SURFACE RUNOFF
t _ _` er�gND t�• �`` �O `� \ `� J 7z EXISTING SPOT ELEVATION
iyo I FOR REGISTRY OF DEEDS
` PROPOSED SPOT ELEVATION
--�, !y` -� ?Roo�' ., �< �oR IlkO /6 EXISTING CONTOURS
-q
��,�i.�•d�' s/r , _� " '
CE.KTYI'Y THAT THIS PIAN
Iit1S4/ PROPOSED 'CONTOU'RS
RS YhE-eARED ICJ CONIURMITY WITCi
RUL ;S AND E.t:.l.•..
fi
R,�GULATIGNS UF'
ttt LILLIAN C. \ 5 CC4 IST1R: 0!+' "-:JSA Tt
.� 0 THE
I PAPALEGIS
� \ OF ]�Lri:,S CI ' �"_r ` 1
t I 29 PIERCE e� I 2T hfe°yr .`
I,
I ,
4 Eke pip
CC 9 -—(J
I c I STING 'z `\ yo RE ISTERE'D LA%,
'D SURVF'`CO.�
t 4 �Q&o
y� \ '
1�
`1\ I SL OP
'moo so, S. ` C1 y '\r s z
4r 6RA . o
� ,STEPHEN L. HENSLEY \\ N940fi - 0 •., r h \ � `'L• c ;\ �\ snr•iP „ L r^ PAS Svr•i�9c. S r�Z 1 p
3I PIERCE R�CHq �j/ems '=/ t y i�� G �� c/7RTi, c✓r•
W 60ChgRKE OSy�G `� y � \ . �U� r� / �• /� CP.i'GTEd ' _ / . • \ _ _ _
N hR/ 'o
M \ �� \ ,? 0 0 's� ti ��\� �� �L I /s� o _ ` y'coA.M -
GChgNfit/9, \ ��` `\ 1 l c,0 G o n^P.9 G rE o I00
/"1 r9 Tc/?/h'L s c Fp I 3E 60,9'r5 r.)
c"EOcp
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ANAN � TYPICAL
G �p \
CROSS SEC71
N.T.S.
NOTES:
I . DATUM: SALEM BASE
2. ALL CONSTRUCTION TO CONFORM TO RULES
& REGULATIONS OF THE SALEM PLANNING
BOARD AND SPECIFICATIONS AS SET FORTH
PLAN
BY THE SALEM D,P W.
3. ZONING t R- 1
4. WATER TO HAVE MINIMUM OF 51 OF COVER.
5. EXTREME HIGH WATER ELEVATION = 11.71
i
I I
zo
J
�� kf
r = JOSDEPN `� Jc ;usENtt �c✓
�I �i �/
cn � �—t1AVTU �
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Cr
J/pyo L Lk*
"��/ 77iy.c�Enrf.?L/N�l`�OF/LF-�' �'� f IZ �yFSSIONI.F-���?
�stsE /D 0.00
so /,moo ,so
Z-'°0 T S° s'OO 3fZS 8 DEFINITIVE PLA N
PIERCE ROAD
SALEM VASSACHUSETTS
PROFILE LEGEND OVTIER: CLAYTON SMITH CARTER S TOVVERS ENG1G. CORP.
P P 0 L E 4 SCALE: 11'I' = 401 hoc G FA! RVIEW AVENUE
44
/3•S EXISTING ELEVATION DAT E : IAPRIL vert.l 88 SWAMPSCOTT MASS, 01907
REI//SED: y io E8
PROPOSED ELEVATION
,
Q
SALEM PLANNING BOARD :GRAPHIC SCALE- APPLICATION FILED:
FINAL PLAN FILED
0 20 "'r0 50 75 Ivo ---- I50 k _../�
HEARING DATE:
PLAN APPROVED :
I I , I
���
o-�..
N
r�
I\•�
1�
� '.. � j
a'
000
0 . 00
0 . xc
I `l
C
20 . 02 * +
7, 500 . 00 +
26 . 4?
10 ,
�T
L ..
P^
I
" B
� 1
.0cus 1 " 1000,
T �
40F' 0 ,9
S T �
o �
on L E 0✓4'•� oO
ir
4Q., A4
r
o CITY OF p
4w - SALEM
*� F
RANDALL G . � � � k ,�0
WIETING � v•o ��
0
Pecu E CTE c)
A IZ � A
s 17) 4
• OT 31 t y
61218 S.F. !
9000 S.F g
i 1218 SF ,* oe_
. . 2
LEG E N D apt � - - � 4 61. 2�
ONEIL �'
'�
SEWER MANHOLE PROP. 3o ' x .�s ' �• ,�9 ,,
� & o l<
HAM Al -RHcAD
EXISTING SEWER LINE 70MARWAID - s f'
RODERT\\ Fs _
—
/%5-- EXISTING TOPOGRAPHY MACKEY i�
PROPOSED TOPOGRAPHY ♦ - > �x _
/¢x S EXISTING S POT ELEVATION
E VAT I O N �= _ ' • • ' r�' r
�8o PROPOSED SPOT ELEVATION PAULI NE �� ' • �, �8 } ��' �'� '
\ GALLO
o A : 8 WETLAND BOUNDARY FLAGGING145 IL
•, �f. '�`° N
DIRECTION OF DRAINAGE
�--- UTILITY POLE WITH GUY WIRE
-v . V . v •� GUARD RAI L c vRB CVT AA100 �)elV4WA r AP�v?c.'> 1
AN T H O NX To BE" l?ETE"Rm1w-D p r .SrA TE o oto
WETLAND AREA
=� ZARKADES ti o 4
/7,0we
EDGE OF SALT MARSH WETLAND
GARY R . v` �
- TOP SLOPE ( BANK ) WHEAR
EDGE ISOLATED WETLAND h
- - - - - - - - - • - - - - 100 BUFFER ZONE ( SALT M ARSH ) p �'
� q �
APPROX . LIMIT OF FLOOD LEVEL - 15. 36 ZONE A - 3
W
- - -- - -- - — 100 BUFFER ZONE ( ISOLATED WETLAND )
2,
PROPOSED DWELLING
w WATER LIN • ,�
ws WATER SERVICE t 2 LINE )
MaeA
ss SEWER SERVICE t 6 P. V- N
L / NCOL �
D
RD .
HAYBALES
-
-----------------------
W
..............
jjj;��'
Af
.............
h y „
1 MN3-/
s
........B•q. .....
N.� 6 ,gtcL L oAr•f, SES
V.
so '
;•b CROSS SECTION OF DRIVEWAY
' NOT TO SCALE
lJc-
so t�
rs�
Q
c-
� ago
Vv v ti 9.7
41
N
N
% H R/1 S IQ
MS'
3+00 + Z•ad +so +oo fad o r o0
UKAPMC SCAL
PROFILE OF PROPOSED DRIVEWAY
o zo 40
NOT TO SCALE
...... . .. -. . . .-
.. .-. . ..,- -.-+�'�'^�•�--r..� _ -t-...:-r-......-....<.e',ti..-..yaws.+,:f.r.- .-r..Z:i'a:9•-�e^-ae+r��F-+a''-,r.:�`w7.'.1�'.F-S:�Fs• .3a:"''aa.:z,?.a��+'+se�'Bt:s- -. -. ..ir 't:.��Y:t�GFa�'iP'.-+4a lEm+.adt-' _ _
4.5STADES 8' O.C. .
~6
4✓e. 3' WIDE MIRAFI FABRIC
5A L em
9 Flow'___. .�. T OR t 0 U A L
\ GoLLFGE
CQ
� I' vertical Taco
0 r-4
r .*
,PTE v L .✓ L I �I F J
� �A -LXBLDDffJC LET.IrL
LOGUs 'ale t1rst,m[alts bofim d '
sFrevtously, lald'Atl.'
FO
\ iV mss`
REST F
�Q Wire or nylon
\ O \ flow --^��: ' r balesbound
placed on the
L4LpS 9 MATaL Fn/EAn O • y
LOCUS 1 " _ 1000 contour
10x1 �• ` �= p F'� FOR REGISTRY OF DEEDS USE ONLY
N
rrsteel
or
?' r 2' stakcs1 112 ,'pickets,
In ground
"J -ANCdouIIC LCrTArL
"_ ED HAY OR ST
100 � RAW EROSION
CHECKS
NOT TO SCALE
CITY OF av MOTES
,•� �� \ SALEM D �J
A�; A
1. CONTOUR INTERVAL 2
RANDALL G. k Ao� - 2. ELEVATIONS REFER TO SALEM CITY BASE M.L.W. WHICH IS
� � � � � �
WIETING "• ����� - 4.36, BELOW MEAN SEA LEVEL.
3. FEDERAL FLOOD ELEVATION CITY OF SALEM BASE = 15.36
�0 "CrE /Z., I b „� A 2� A (M.S.L. DATUM ELEVATION = 11.00 )
r ` / ,IRV A-7 any 4
OT 31 . to A, � 4. EXTREME HIGH WATER ELEVATION = 11.7 (SALEM BASE ). ;
6,218 S.F.�. \
9,000 S F - 4 s 5. LOT 316 SHALL CONVEY AN 80' WIDE PORTION THE EASTERLY BOUND
1 ,218 SF o � -- -� - 9 CONTAINING 9000 S.F.± TO LOT 317.
L E C7 E N D 6. LOCATION OF DWELLINGS AND DRIVES FOR CONCEPTUAL PURPOSES
_ P OSES
BERNICE B. - --�-� ONLY AND ARE SUBJECT TO CHANGE .
ONEIL
\
SEWER MANHOLE PROP3o• 12*� 7. WETLAND FLAGGING BY I.E.P. INC. OF NORTHBOROUGH, MASS.
® . X3s� �.' � � ��9 �� ,'��
NAM mL-RHCAO \ 9 h
S EXISTING SEWER LIME ;�'RNAROUND \�
ROBERT\ F. p - i -- p 8. ALL CONSTRUCTION TO CONFORM TO RULES B REGULATIONS OF THE
-/S EXISTING TOPOGRAPHY MACKEY .� �\ - /� Ito SALEM PLANNING BOARD AND SPECIFICATIONS AS SET FORTH BY
n
PROPOSED TOPOGRAPHY 2 � THE SALEM D. P W.
---..r-�, o f _ > -
E� 39 9. THRUST BLOCKS AS APPROVED BY SALEM D. P.W. TO BE PLACED AT
/-fx5 EXISTING SPOT ELEVATIONG�
ALL BENDS AND TEES IN THE WATER MAIN.
�8 o PROPOSED SPOT ELEVATION PAULINE �� 4�o�P"""�' �n' �hN
\GA L LO .9410.
10. LOT 316 SHALL CONVEY A 21" WIDE EASEMENT TO LOT 317.•
.L A -8 WETLAND BOUNDARY FLAGGING �F
6.5. V
9 \
DIRECTION OF DRAINAGE
I I. ZONING -. R- I .
E - UTILITY POLE WITH GUY WIRE �� �R*5
12. TEST PIT LOCATING ACTUAL LOCATION OF EXISTING 30 ;SEWER LINE
k ` �' TO BE DUG PRIOR TO ANY CONSTRUCTION AND RESULTS ARE TO BE
�- -s � - GUARD RAIL \��� � ---- ��� '� � "•� ICURB cvT An/o pRivEWAy APPRo,4c/%i
ANTHONY Y To BE DETERM/NED &Y STATE O.PN/ REVIEWED BY REGISTERED PROFESSIONAL ENGINEER TO ASSURE
WETLAND AREA j 33 ti h7Ey'� F FEASABILITY OF THIS DESIGN.
ZARKADES - a Pow
EDGE OF SALT MARSH WETLAND 13. HAYBALES SHALL BE PLACED ALONG PERIMETER OF ISOLATED WETLANDS.
- - TOP SLOPE ( BANK ) IG�Y R. v` w� � �
HEAR /� / �. 14. HAYBALES AND MIRAFI FABRIC SHALL BE PLACED ALONG TOP OF
\ EXISTING BANK AND EXTEND BEYOND CONSTRUCTION AREA AT BOTH
--- EDGE ISOLATED WETLAND ENDS AS DETERMINED BY CONSERVATION COMMISSION .
100' BUFFER `ONE (`.SALT MARSH )
- - - - - W
15. NOTICE OF INTENT FORM BASED ON WETLAND DETERMINATION REPORT
APPROX. LIMIT OF FL.00D LEVEL - 15.36 ZONE A-3
VI ai BY I.E.P INC. DATED JULY 271 1988 .
- - - - - - - - 100 BUFFER ZONE ( IISOLATED WETLAND ) W� 16. DRIVEWAY TO BE AT EXISTING GROUND ELEVATION ON SIDE OF ABUTTORS AND
SLOPE AWAY FROM ABUTTORS LAND TO ALLOW OVERLAND RUNOFF TO
PROPOSED DWELLING
CONTINUE AS PRIOR TO CONSTRUCTION.
w WATER LINE .� 17. HAYBALES TO BE, STAKED ALONG GRADE LINES FOR EROSION CONTROL.
ws WATER SERVICE ( Z LIME ) 18. PROPOSED SLOPES TO BE HYDROLOGICALLY COMPACTED FILL, AND 6" LOAM
n, Q AND SEED.
55 SEWER SERVICE (6' P✓. d L / IV C O L N
RD. ' v
HAYBALES
W i
n
1
/2' SLpPC
BqN t0.9ry.-SEED
.e 6e'vr'�L
--
�26A,yj�
'N9TEJjir19�
v.c I
°b so I CROSS SECTION OF DRIVEWAY
NOT TO SCALE DEFINIITIVE PLAN
PIERCE ROAD
�D
SALEM9 MASSACHUSETTS
V,
' OWNER : JOYCE P. SALVO CARTER 8, TOWERS ENGG- CORP.
\ SCALE . I" = 40 6 FAIRVIEW AVENUE
rs6
DATE : SEPTEMBER 30„ 1986 SWAMPSCOTT, MASS. 01907
REu'/sEo M cti s /99r+
:8• 1J� rz EvrSEL T c tic 6 /Q 7 0
40o#7notiAL AAJFe7R�vfATio ✓
1990
Im
M ` P ti I` """Ir'
"h``a
T� SALEM PLANNING BOARD:
APPLICATION FILED:
Q b 40. 26914 1jJ"
H1 "I rtsc 10
r V ;,•j - FINAL PLAN FILEDLc
+ 3tvo Z•oo +so ,+oo r50 a�l
GRAPHIC SCALE
HEARING DATE :
PROFILE OF PROPOSED DRIVEWAY
PLAN APPROVED:
0 20 40 60 80 120 160
NOT TO SCALE
Y
� l
T � F' O
-
� S Tljj
�
•►•�#r 00
_ocus 1 " 'i 1000' -0000
.q ,,, Iwo
"/4 04 uvz 00�1 Aor
r
CITY OF p'
o SALEM /
RANDALL G . S o�
ING �•o
WIE
T a � -
\ A-& �- q
A � �
� \ /wfF /L r 7 �17) y d
• . :� . OT 31
61218 S.F !
1.90000 S.F 8 lD
,. 1 1218 SFj* 1
L E G E N Dop . '
BERN I CE B. 1% - � -W- • .
3. �'
\
ONEIL �- -
+ &
® SEWER MANHOLE PROP. 30 ' x .?.r . � �9rl
HAM A4L-RHCAD • • �Z�� 9 , . 'b �- 10 h4
S EXISTING SEWER LINE TURNARaNo
ROBERT\ F.
=-_ 55----- EXISTING TOP 0 G RAP H Y •' • . - �
MACKEY
-- PROPOSED TOPOGRAPHY _
/¢x S EXISTING SPOT ELEVATION
�= _ • • .
t .
PROPOSED SPOT ELEVATION PAULI NE ,� • ' • P `�" �, �8 >< �` '�
A � - rt
oA - 8 WETLAND BOUNDARY FLAGGINGVL
\ � � . - • • N
DIRECTION OF DRAINAGE - . oVA .,
E--- UTILITY POLE WITH GUY WIRE x�
- --� - • GUARD RAI L - - c vR8 car .A�vLDR�v�wA r •v�i�ogcN
ANTHONY, To SC DETE"RA !NSD PY STA TE Z? />141
WETLAND AREA
ZARKADES
lro :e
EDGE OF SALT MARSH WETLAND GARY R . `� `V
' '
TOP SLOPE ( BANK ) WHEARv
— - EDGE ISOLATED WETLAND h
� 0/
100 BUFFER ZONE ( SALT MARSH )
ti tiQ
• - - - APPROX . LIMIT OF FLOOD LEVEL - 15. 36 ZONE A - 3
W
- - - - - — 100 BUFFER ZONE ( ISOLATED WETLANDS f
W �
PROPOSED DWELLING
w WATER LINE •
ws WATER SERVICE t2 LINE �
n
ss SEWER SERVICE ( 6d' P✓• C •
N `*
SINCOL
RD .
v v vE �9�4
HAYBALES W
Pit/F AVE
Fi.fkis',y
0"/N Y
scopE
~ B.vN,� ,a, cL L oi9ry v-SE�17
so
CROSS SECTION OF DRIVEWAY
NOT TO SCALE
so
0 %
4i K 40 lk-
Q
ti
ti N N
RAS 10 f
MS 3f 00 Z•0p +SO 1+OO 40650 of-00
GRAP.H1C SCAL
PROFILE OF PROPOSED DRIVEWAY
o zo 40
NOT TO SCALE