64-375 - PARLEE STREET - CONSERVATION COMMISSION DEP 64-
S+5
--- -- -- -- - -- — — — -- - - — -- Plans
f
1 I
I I N 3' CAMPAC
N w/ PROCESSED
6RA WE BA.
I PER MND A
12' COMPAI
I l l RUN ORAVt
' a �^ PER MND A
1
+ �f5YW X3o�(KY `N� / /// 3' LARGES,
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WAI-1
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O
13 Ex15Ttr14 ) 11GE — _.
WaOC7 rrFAICE5 p
ARRY & twxlsr snorts �i a 'o -a
BARN RA LAZAR/DES Kt rig "r ¢w4 t W
L. . . 856 –L 1zs.z t0
R & C
24 RAL TY TRUST
£XTEIVD� j / xis /r(lIQK R LD A., JAMES, 1R
DRAW IN 7H –40 L.C.C. 856 –9
–1N . OUB L"
!y
R1M=125.3
PRO AN>r / � ' EN T –12120.8
81ze.o
PUMP QNAM
x8
C 510 / 1z .18
I
s
G- �T • \.n• n* --_- ..���r ~t 125 .5.
This plan is an overlay of the existing approved "Definitive Subdivision Plan' of the extension of
Parlee Street In Salem, MA by Hancock Engineering Associates dated September 27, 2001.
It is corrected for the extension of the back yard and construction of a new Landscape retaining
wall at 18 Parlee Street with approximately 50 yards of new fill to level the extension of the yard.
Revision of IB Parlee Street (shown in cloud) drawn by
Richard W. Griffin, Architect 37 Turner Street Salem, MA 01970
DRAWING NO. i LANDSCAPE RETAINING WALL SITE PLAN RICHARD W. GRIFFIN
OJECT
FOR ANDREW RACY I Nu BER: REGISTERED ARCHITECT
LD- 1 18 PARLEE STREET DATE: JUNE 9. 2004
i SALEM, YASSACNUS.FITS SCALE: 1"-20'-0* 37 TURNER STREET SALEM,MA 01970 978.740-9979
$Ohhii F�F1G�.
TYPICAL GRAVITY WALL C OSS—SECTION
Coping Unit Top Soil
SRW Adhesive
- Existing Site
Wall Un
Soil
. { H
141
p Filter Fabric
'/," Crushed Stone , 'LA'{ &E1WC,GhI igGaLkS
i f .ANfl7 XTStlGr 1p(TO
ter- Drainage Pipe
11 WMI MEN,
Compacted Foundation
Gravel Base Soil
-
1_AWP5C-Afft:-� fI JGfAIaG-W^I-L
._.GOpi-,52—mUGT1Uq 5�G1'tOi�
-P-AAW1A4- LS 15ASXP elJ ."GKAUIr- e WAIL
-905" FLe COrdeRli7�
P1:aC'K G0. Lr1G.
DRAWING NO. I LANDSCAPE RETAINING WALL sEcrioN RICHARD W. GRIFFIN
FOR ANDREW DACPPROJECT! Y NUMBER: REGISTERED ARCHITECT
S K— 1 18 PARLEE STREET DATE: JUNE 9, 2004
SACC•,II. MMSACN1J 'T$ SCALE: N.T.S. 37 TURNER STREET SALEM,MA 01970 976740-9979
i
TYPICAL GRAVITY WALL C OSS-SECTION
Coping Unit 10
s
Top Soil
SRW Adhesive
Existing Site
Wall Unit Soil
Filter Fabric
q '/;' Crushed Stone <CAY STWe t /1 r✓LOckS
AND I�XTti4l jtl
� • Fi�TAII��.D i`-1LL
•r:.• �• Drainage Pipe
r±j 'i.i•U j}r'�
Compacted Foundation
Gravel Base Soil
GorISTRU�TtU�1. ��G-`t'lni�
Ner To 15 e-AL-s
i
17RI+1�vir�G is BkS�D 6>J "GRAUIT" WAb-L-
Gr�oss s�'T2ot�" 6��D�tiL C01.(G't��'T�
-�t.a�K Go. ZnIG.
I
DRAWING No. 1 LANDSCAPE RETAINING WALL SECTION RICHARD W. GRIFFIN
FOR ANDREW DACY PROJECT
NUMBER: REGISTERED ARCHITECT
S K— 1 i 18 PARLEE STREET DATE: JUNE 9, 2004
SA1.EN WaSACHUSL-TS SCALE: N.T.S. 1 07 TURNER STREET SALEM,MA 01970 97B-740-9978
I TYPE 1-2 BITUMINOUS CONCRETE,
I 2" BINDER, i' TOP COURSE
I SLOPED GRAN/TF CURB
ELEVATION BENCH MARKS l 1-112" MHC TYPE l-1 BIT. C. TOP COURSE-.
I }� 30 MHO TYPE /-1 BIT. CONC. BINDER COURSE
A DAZUM: CITY OF SALEM BASE I L '14RIABLE WIDTH RIGHT OF WAY (40' MIN.)
NO. DESCRIPTION ELEV. 12' 121
1. SQUARE - CUT SET IN CURB 124.67 -
2. D.H. SET IN LEDGE OUTCROP 107.01 I (rrP) (rrn.�cl
J
3.
l I X �_ 4j•
II � ----�
1 ,� i-
S _- 2X-JX
O. \ SEED (YP) t
FOR REGISTRY USE ONL Y I
BARTLETT & STEADMAN i� I I o o C 'T
O
l CERTIFY THAT THIS PLAN CONFORMS DEVELOPMENT CORP. �� I I O O O C O �, f Q 8" COMPACTED
TO THE RULES AND REGULA77ONS OF L.C.C. 856 - ( I PROCESSED
THE REGISTERS OF DEEDS. / I I GRAVEL BASE
PER MHO M2.01. 7
3" COMPACTED -I
DA 1F PROFESSIONAL LAND SURVEYOR t N I = 310-
4
UND/SIURBEO OR
PROCESSED
N �, I N� GRAVEL BASE COMPACTED SUBGRADE
h - BURIED ELECTRIC,
\OPOSED ACCESS EASEMENT / I -x151 I N// PER MHO M2 01. 7 TELEPHONE &
LEDGEWOOD HILLS REAL TY TRUST i I N� 12" COMPAC7E0 BANK i y CATV TYP
L.C.C. ass -✓ rn �
40- RUN GRAVEL BASE
PER MHD M1.03 0, TYPE 6, I�QT�
LOt97C & D
> LOT 97E i �,� 3" LARGEST STONE
FIEk/rdk3okR� / (11 ROADWAY CON57PUC77ON SHALL CONFORM TO
BGG L.C.C. 856 -L i ( ° REA 16, 798 SF. * LRr{p5ckp> Rr r�ttrltrlff%n
,q
I
"FA 16 I wok-, +e.o.��k._ i�_ �
CITY OF SALEM DPW SPECIRCA77ONS.
PROPOSED 12' WD£ C.L.F. GA 7E __ -- - p (2J REMOVE LEDGE IF
ENCOUNTERED, 12" MIN.
WFA15 i -� �� BELOW GRAVEL BASE.
PROPOSED DOUBLE GRA IE CB ( / µF417 � (. �-1'!t-� ToCevv� � �� � � P�jfosEr7 llj
3 IF THE 10' MINIMUM LATERAL SEPARA77ON BETWEEN
RIM=107.6 INV-101.80 oo ,t�sW �oF YARO - / �� �_�_p¢ 10 SAN/TARP SEWER AND WATER MANS CANNOT 8E
9 µF 14 / ss. t~xrST;r+4q� �� �,. _ -
o �- / `Vuoc p �acEs t���- `� [ij MIN. MAINTAINED THEN THE WR TER MUST BE A MINIMUM
PROPOSED GRAIN MANHOLE 413 i o / o ;, OF 18" ABOVE 7N£ SEWER /F NEITHER SEPARA770N
µFA 12 1 1 ARRY & t?n5L STo+IE ; /l CAN BE MA/NTA/VIED THEN BOTH PIPES SHALL BE
RIM=106.2 INV.=100.8 1G µEAI - - / / i µ�18 r+l-/�, :o.'l V�+.: l y
BARN RA LAZA RIDES / Rr7ED IN7H/N A P. VC, SLEEVE• EXTENDING 10'
X96' / 1 2 tot. 125.,2-1Q?' "� FORCE MAIN EITHER SIDE OF THE CROSSING.
PROPOSED DEIEN'70N POND SEDIMENT FOREBAY �� -' -+- i 3 4. H ,
,_._ -- -�\ ,1,0 10 /tp3 I L. . . 856 -� } tt5-to d / ��� �,14 - WATER
WWA10 _ =` 0 tgs 7 / TYPICAL ROADWAY Cf�OSSECT/ON
PROPOSED TRANSFORMER PAD 9&.2 x ✓ i F /
SCALE' 14--5' HORIZONTAL
PROP. FLUSHING CONNEC77ON A9
R & C
06 / / / tg Palzue 24. 1 =1' VER77CAL
+ s ' / RAL TY TRUST
Ex7END_FX K15t R LD A. JAMES, 7R. �-
PROPOSED RETAINING WALLS � / / pROP�_ RAIN WfIH /
/ 502
10443 I / F.F. L�9. '' 4 OUT 4-40 j/ �� ic4 I L.C.C. 856 -9
BARTLETT & STEADMAN / o _ - fL � / p
DEVEL OPMEN T CORP. I / / / - _ 7�j >� ` �`� - PROP. 8" TEE
06.5
L.C.C. 856 -J I
/ / + CLASCY 106 108 �� C- E YDRANT__ Y RIM=125.3 O
/ PROPOSED =120 8
WFA7 + 100 5 / / 6LDf = GYA55- // •� ENVIRONMENT-0�=121. 1 125.0
PROPOSED DETEN77ON POND 8a Z /
2. ,� a o ' POMP CHAMBER
PROP. 6' HIGH CHAIN WFA6 + S R 3 / _ '_ , j / p x8;x6"-7E£ P F;TYP.) 125.7a
LINK FENCE (TIP.) - 9;q ;_
i i �� / n/FR r nin
PROPOSED 12' W70E C.L.F. GA TE \ 7 5 0�° Q P7 6U CR7TI � / PROP. I I. CO S!D L r \ ;
PROPOSED ORA/NAGE EASEMENT �' G PROPOS DETC _ 5 + SEE SHEET 6 OF 8 3
PROPOSED 2-8" PVC,- tQ0 �� G / p r< T _ W 8-•
S=2.OX / 2 , G + - / 1 00 � �W 0 --20 --l -A-- „ ' �4 -_ ASSESSORS:
INV. (lN)=101.0, / t0 / �� V _ ! _ ----_-- ---_CU. - - -- - _ -UP*W BLOCK
) MAP 74 LOTS 48,50,52
INV. (OUT)=100.5 3 /l L� ( ✓>F�- NLONS UC7£D W9 E) t2a.23 ..- �' 25.30
'
RIM 12
TypST
-- -
/V. dUY / L 4 A •-• •• - - - i �N UP R1 - RESIDENTJAL (ONE FAMILY)
PROP. 8" /N 5 / .. `� : C3 - : - z t2a.e2 INS_-i 19.8
'sv ZONING:
SPLASH PADS '
A RIM=724.B 15 000 S.F.
� 1 6 - - � 1t2a.sa t2a.t8 MIN. LOT SIZE
µF43 zo p� / j6�L w i/ p 'i _ MIN. LOT WIDTH 700'
_- _: ._ - INV.=121.2
/ �\ i% 000 + = 50.09 t CORPORA 7701V (TIP.f 1 Qom. \ MAX. BLDG. LOT COVERAGE 30�
MIN. FRONT YARD 15'
WFA2 / G _ - /_ 3 / / / y, - - -- i - 121. 5 \ G� MIN. SIDE YARD 10'
/ 7" - V
R/M-1 1. rr MIN REAR YARD 30'
, 2 2
/NV.=120.2 a�
\ MAX: BLDG. HEIGHT
35" (2 1/2 STORIES)
P //0f�7EN w PONf1 D4£LL/ND DOUBLE �� / _ _DOEMING 0SED C) REFERENCES
Ory - -- F.F. EL. 184.5' �< J DEED BOOK 7020 PAGE 640
1 F. EL. 3C5
RIM=-105.6
INV.=10 '0 / INV.IX0.3 _ - \ JOHN T & L.C.C. 856 L
OPO i - -^ \ ; L.C.C. 73288
1PRfMy�� st� \ LINDA M. TURNER
F.F./EZ. 126..5' / ro /� \�\o h \ 1 L.CC 856 -G O ° RECORD OWNER.'
` YQ�98 / 1 / / / / / E�n1.s' GEORGE A. _ -y - 1 a. 2- ,� , \ I LEDGEWOOD HILLS REALTY TRUST
ios.oz _ - j jr AREA_7L. _' ' - F + / / / / p KARAKDU�S' LOT 98 E I f 1 D NN0. BO C, BMA 01940
i / / J / / / / �� / j. 256 -L \ AI7f1-6,65J\S.F.� NOTFS-
NICHOLAS & TTHEL ALANTZA$ / PJ TFP J GE6RGILAK/ / /-- - --� / \ \ \ `�\ ," PROJECT .SOURCE BENCHMARK IS BASED ON THE RIM OF A
L.C.C. 856�H 0/ \ 4.36 / l / `�' SEWER MANHOLE AT ,'?IE INTERSECTION OF VALLEY RD. &
/ / LC. 8$6 -L/ / /I j--------i i - \ PARLEE ST AS SHOWN ON PREPOSED SITE PLAN
BY- PARSON & FAIA INC. APRIL 04, 2007
PRGW�SED STGI4MWA TER / / / �'% L Or 9 G \ / �� zs
WE-,LAND .RESOURCE AREAS WERE DELINEATED BY HANCOCK
/ \ �1 ._NVIORMENTAL SERVICES INC. ON JANUARY 03, 2001. FLAGS
z / INFI��/7TRRA TORS r0 / / / / i i \ �> 25 n v I C T Y
/ TO RECEIVE Hr4LF / / /� /� RZ�A�559�SF.{/ / / \ \ A�IAPE�RT I�EALYY qORPJ/ I I I \'12� WIRE LOCA Eu B! N RUMEN. SURVEY ON AUGUST 02, 2001.
w � ROOF RUNOFF(TYP.f / � � / / / j2 \ \. \ 4 C.C. �56
(SIZE TO BE DETERMINED / // / / / / / / / / \ \ \ / �/ 3) UNDERGROUND 077LI77ES SHOWN HEREON ARE COMPILED
THROUGH SOIL TES'77NG) \ �i i 1 ~ROM FIELD LOCA170NS OF STRUCTURES AND FROM •
AVAILABLE RECORD INFORMA7701V ON FILE AT THE CITY
ENGINEERING OFFICES, CI TY D.P. W., MASS HIGH WA Y DEPT.
N / / 100' WETLAND 8(/FFER � .°/� / 7 / / / / / 5 / / \�� \ \ j AND U77L/TY COMPANIES. OTHER UNDERGROUND U17LI77ES
o ` / \ \ � MAY EXIST /T SHALL BE TH£ RESPONSIBILITY OF
N / % �� ^a , j �� / 81 5 / / PE7fER BEA TON �� \ \ / \ TH£ CONTRACTOR TO VERIFY THE LOCA 770N,
rn / 0 ! 2 �' L.C.C. 856 -G �� �� ��/� SIZE-,& £LEVA 77ON OF ALL U77LI RES W71HIN
a� / .� / , S/TE PL4N �� \ //� THE AREA OF PROPOSED WORK AND TO CONTACT
° 1 DIG-SAFE" AT 7-888-344-7233 AT LEAST 72 HOURS
SCALE: 1 " = 20' �` PRIOR TO ANY EXCA VA 77ON, DEMOLI77ON OR CONS 7RUC77ON.
�/ O 10 20 40 80 4) ALL DRAIN LINES SHALL BE 12" RCP, CLASS V, UNLESS
.ti 4/ / 07T- PWSE INDICATED.
G
ti
QTYOF SALEM PLAAW#VG" �A� DEF/NlT/I/E SUBDIVISION
This plan is an overlay of the existing approved 'Definitive Subdivision Plan" of the
extension of Parlee Street in Salem, MA by Hancock Engineering Associates dated /�p�/y�n Qy ��� ��/� /�/ y �/+ SHEET
5 JRC RFD 6/19/02 DETENTION POND FENCE CID
September 27, 2001 . It is corrected for the extension of the back yard and , CTIfiLJAI'1.7T Lfi/1'fi/IV��II�/ ca 5 2 OF 8
-al
PC RFD 6/7/02 HYBRID TURNAROUND construction of a new Landscape retaining wall at 18 Parlee Street withl4 !�o• LD-� PA/�LEE STREET EXlENS/ON
4 approximately 50 yards of new fill to level the extension of the yard - -
3 JRC RFD 6/4/02 REVISED 7URNAROUND & PUMP LAYOUT ✓OB
2 ✓RC RFD 12/17/01 REVISED LOT GRAD/NG Revision of 18 Parlee Street (shown in cloud) drawn by SALEM, MASS NO.
>c�LE ! =20 0
1 JRC RFD 11/29/01 P.B. SUBMISSION Richard W. Griffin, Architect 37 Turner Street Salem, MA 01970 - - PREPARED FOR: LEDGEWOOD HILLS REALTY TRUST 8735
NO. BY APP. DATE REVISION DL-SCRIP77ON Tel 978-740-9979 Fax 978-740-2352 Qat 6/9/0-+