0 WHALERS LANE - BUILDING INSPECTION r
WHALERS LANE
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aIttllnillguttr� Ffnx lB 3 $D P1 '9b
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ZORM A - DECISION
Ms . Deborah Burkinshaw
City Clerk
Salem City Hall
Salem, MA 01970
Dear Ms . Burkinshaw:
At a regularly scheduled meeting of the Salem Planning Board
neid on March 14 1996 it .:as voted to endorse "Approval Under
Subdivision Controi Law Not Required" on the following described
plan:
1 . Appiicant : Highland Realty Trust
c/o Attornev Joseoh Correnti
Serafini , Serafini and Darling
63 Federal Street Salem , TMA 01970
2 . Location and Description:
Two parcels of land between Swa_nnscott Road and
Whalers Lane in the subdivision known as
Ledger ere Country .
Deed .:r property records in Essex South District Registry.
Sincerely,
(/ lka�,e
Walter B. Power, II
Chairman
EX\DH\BPFORMA
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e°
0
C
sr�f
LOCUS
s
� 3
t3
N
LOCUS MAP
SCALE: I"= 800'
R..3
30'
R�
1 -G• ' O00 1
`U N 89
REMAINING LAND OF co
"C
HIGHLAND REALTY TRUST a
AREA = 687,897 +/- S.F.
15.79 +/- ACRES o
0
NOTES-
- DEED REFERENCE: REC. BK. 5292 PG. 734
— PLAN REFERENCE PL BK. 198 PL 67
,o
. Zrycb
C�
r
N
s
y� X83 Bk
ry P
APPROVAL UNDER THE SUBDIVISION Off, tPry
CONTROL LAW NOT REQUIRED t
,.
SALERPLANNI BOARD ��
r 3�s
CIO
19.00 ry9
J-
ECSB
FD
ro THE HAMLET CONDOMINIUM
REC. BK. 9406 PG. 360
7O �'�iry 141� PL BK. 227 PL 18
`o• DRILL HOLE
Sy IN STONE WALL
FD.
LOT A
AREA = 431,504 +/- S.F.
�6 9.91 +/- ACRES .�
8-313.00'
L.448.
PLAN OF LAND
IN
tik o o4, , Go. SALEM
�31x <``'� ���� ��'^ah� PROPERTY OF
FOR REGISTRY USE ONLY ---j 4ep.0, ZY�gQG
I CERTIFY THAT THIS PLAN CONFORMS TO THE RULES yx;�o ►`� ~"�g PCO��O HIGHLAND REALTY TRUST
�J�f 5
AND REGULATIONS OF THE REGISTERS OF DEEDS.. .* � 0 PREPARED FOR
ZSR , �. � . ,�t ?=T� � '� � •,��.� FAFARD REAL ESTATE & DEVELOPMENT CORPORATION j
SCALE 1' = 100' JANUARY 25, 1996
DATE DRAFTSPERSON REC. K.8409 PG. 482
PL BK. 208 PL 17 NORTH SHORE SURVEY CORPORATION
r ��
!g w <,f
�'""`
� 47 LINDEN STREET — SALEM, MA
{ro -.
p Nc.35043 #47
3
/ '
31
�SS'oNAL V!
U w ECM
ri FD �rzs�9L
d
FIRST STREET W BUILDING
3AG 1 'PHASE
Q SHORT ELL 27 1 16
- _ - - - _
SUPER _ _ 2
SHORT ELL
/ BUILDING COLOR KEY
/ LONG ELL 13 16 -
/ AG ASPEN GREEN SUPER _ _
LONG ELL 2
— — — — — — — _ — — — _ I DR DRIFTWOOD GREY DECK 1 S
DS DESERT SAND CAPE 2 1 _
WETLAND / m G DU DUNE GREY
8 PLEX - 3
! / I RC RED CEDAR REGENCY - 3 _
I —
' , R D S L SB SPRUCE BLUE BLDG 43 29 5
TOTAL
8� 8 � vJ — \ RW NATURAL REDWOOD TUNIT OTAL172 128 20
/ W AURORA LANE
s, $
1
R
EENGAL� LANE
D
I
i
9q off— 1 1 I
1g(
y v
PHASE 1
0 " THE SANCTtTARY" D S I
1I5
i
�iR I
WETLAND 1 - Z WETLAND F I DEVELOPMENT PLAN
� I LED (sEMERE COUNTRY
T
LANDS END [ PHASE 3A]
G i/i v D I I N
D,r g1 D _ `_ F -- - - - - - -= j SALEM , MA .
1
1 4:
1 -5 —� —
I / AFF RPt� FL IY NG CLOUD I FAFARD REAL ESTATE AND
T — ` — qV£ I DEVELOPMENT CORP.
Ry- �
ASHLAND,290 ELIOT STREET
MA. 01721
�1
;, WAY
TURK
1 7 1
IIIGI11LA1NTll PARK JANUARY 279 1995
GRAND
WETLAND
oiwa
I, YFL ,EF\ArJ\E j v,ETLAND1 �w,
' ' I
- DU\ 5 1 v l
RNIA E NIBS LA-
N
SHEET INDEX
SHEET I — DEVELOPMENT PLAN
IMARIhIER°S �� r I 5 PN E 11 \ SHEET 2 — GRADING AND DRAINAGE PLAN
T 4 SHEET 3 — LIGHTING/LANDSCAPING/BUILDING/DRIVEWAY PLAN
SHEET 4 — UTILITY PROFILE PLAN
I �1 >�, ,.1 v 111 � I� LA, D 3'� E \D" \ SHEET 5 — CONSTRUCTION DETAIL PLAN
5/�:
WETLAND i \ \
4�� � — � — 1 R I�
A � ZONES: MULTI-FAMILY (R-3)
PHASE 3B
I " TREASURE COVE" 11� �I��HASE IllA� AREA: TOTAL = 2.93 ACRES
BUILDINGS. REFER TO BUILDING SCHEDULE ABOVE
1 PHASE II —
I
R � ?�
V y, ED JACKET,.- L 1 0
R SB 23
MAJESTIC WAY
~IL�Q�
I1 ! , �,JQ:IEEPJSRERRy�/° 1122
v
s
�\\ � _ �� �` PHASE 2 z vv
5
vF t:A
THE HAMLET" S OR/ENS k �DV� A
PUMP
STATION V REVISIONS SALEM PLANNIING BOARD
WHALERS -LANE APPLICATION FILED l/27/95 OF
,N
1 /27/95 r'�
O f R 1 FINAL PLAN FILED �m+efie.
-61 R \ \ ------ .. -- GRAPHIC SCALE MCLOUGHIIN IV
I i
WETLAND ` 4 - 3b u raaois y
y �� �—J — , \ 2/ 5/95 00 0 5a z� ,oa p o
\ HEARING DATE 1�
v,'ETLA�10 ( \ 32 _..._. _ STE��
7
ETLC /Ofigt E '\
PLAN APPROVED ( INSET )
- -
—_ - -_ -_ -_ -- ...-- — — — — — — — — — — — — — -- — — — — - ...--- - 1 inch = 100 ft.
---___ __..---- -- DATE DATE 2 7 9i 4 �1'i
EXIST. SMH
ST. 8+81
1=1 12.40
i
GRAPHIC SCALE
�� 40 0 20 40 60 160
W FEET )
1 inch = 40 ft.
ZZ
YD
/ / I
SMH "B" _ -�-
I
R=120.8
J//
If I'd ,.A,. / / �0`2/ / / Q� I % 8"1i=115.89 I\
81Ii-1 3 / oJ�/�° �V� / % 6"Ii= 116.63
// /� a - / 8"10=1 15.79 SILTATION CONTf�OL I // -- - Q O
°Q�/ /��o ,. ;;- _ _11a _ � / / - - - I 105
;; i —
�,' PHASE 3BLij Q w
// 1 / ij�� i -l � / � / �_ - - w U > rw- w
19.93
o
EXIST. SMLEGEND QZ
10+6wST. I GAR.
1=11E.7o
ft� f_
/ ( / � ' ;Oo/ l ) i ;' t / I I ( - �� 1O� � o RETAINING WALL (VARIABLE HEIGHT) O W Q
'�� R > - � W � � �
\ \ _ - - -100- - - EXISTING CONTOUR Z Z
I �/ x � / I � I� \ V � � z w
C ;; { I\ Z II Tr
Tr
/ / I I / III I I /'� l� \ ' \ \\ \\ / ` \ — 100 PROPOSED CONTOUR � A 0 W
I GAR.Ey.=122.5
II r� LIMIT OF EXISTING WETLAND
hI f I �� 0 1
\ 7.70
IIIIII \ \ \ � \ EXISTING DRAIN MANHOLE w �
SMH "C" JW
SWALE III( UZR=122 0 PROPOSED DRAIN MANHOLE
/ ITE . I I I �!- (3)6 li=1 16.98 \I 1 \I \\� yt \\ ( I (n 0
/ 1 J \ I 8"10=116.71 I I \ \ \ \ I / ❑ EXISTING CATCH BASIN
i
I I' 12" =1 13.8 I \ 1. \ \ PROPOSED CATCH BASIN
2+( � -L� \ d FLARED END
1 \ \ \ 1/27/95
1 ' I \ �' I \ I EXISTING SEWER MANHOLE APPLICATION FILED
v 4 ! - � I D 1�2� �8\� \ 9 I I VAA
1 1 I
FINAL PLAN FI
LED
1/27/95
DCB PROPOSED SEWER MANHOLE 2/16/95R=117.8 HEARING DATE
J i1r I
12"Io=114.0 -____: LTATION
CONTROL PLAN APPROVED
IXA, I- r ,
1;
FXJcT. SMH' I �� 1 �o 6"1=118.66 \ `\\ \V � SLOPED CURBING
ST. 1 +Fa - I \ I i
�' I c R4tf-1zs� \ A �� I '11, \\
,;, 1
A A I I — \ SALEM PLANNING BOARD
/
vv.
Ji, NOTES
11 0/11
x I I; 1 � - \ \� \\ \ \ \\�� - 1 . SEE DEFINITIVE SUBDIVISION PLANS OF WHALERS LANE
t APPROVED JUNE 20, 1985 BY THE SALEM PLANNING
GAR.E
HYD ', I! I \ �iz.s O \� \\ 1 \ \\ � - \ BOARD AND RECORDED IN PLAN BOOK 198 PLAN 67
IN THE ESSEX COUNTY REGISTRY OF DEEDS.
2. HAYBALES AND/OR SILT FENCE TO BE PLACED AT TOE OF
SLOPES AND/OR BASE OF RETAINING WALLS PRIOR TO
CONSTRUCTION IN AREAS ADJACENT TO DESIGNATED WETLANDS.
i
3. ALL DRAIN PIPES 12" RCP UNLESS OTHERWISE NOTED.
4. RIP-RAP STONE WILL HAVE SOUNDNESS OF 1 .2% LOSS-AS DATE
PER A.S.T.M. MAGNESIUM SULFATE TEST.
\ 1 I \1 \ 'tee \ \ 1 \� \ \� \ \ I 11G I 5. ALL BUILDINGS ARE TO BE UNDERDRAINED. REVISIONS
PHASE 3Ft v - v
I 8 = 2 .2,4, A 111, v A A
I 1
\ \ I
l � � - 1 �� \ \ \ 6. THE CONFIGURATION OF ALL COMPENSATING AREAS MAY I M BE
1\ \
ALTERED DUE TO LEDGE OR OTHER OBSTACLES ENCOUNTERED
\\ \ \\ \` \ I I DURING CONSTRUCTION BUT THE REQUIRED REPLACEMENT
/I \ \ \ WETLANDS WILT- BE MAINTAINED AS NOTED.
Av �V / T 11 �tXa D . 6 V A� 'I� A\ \ VV 1 (D.E.P. FILE NO. 64-92) NO COMPENSATION IS REQUIRED
\ \ 1 A A A WITHIN PHASE 3A.
\ 1 11 /3 / \ \ 1 7. SEE SHEET 3 FOR BUILDING AND DRIVE LAYOUT.
L —1— \ \ I I e• 1
t
8. 6'+/- SLOPED GRANITE EDGING AT REAR OF ALL CATCH BASINS.
V - R&
lI 1� SILTATION CONT
����.k1' \ �
\ V AV A �� ' A V 1' •1 �i� \ 1 A \ \ V /
12
EXIST. SMHI /
A A 1� 1 _ l\ If
ST. 15+-65 1 ' 11, \I // A � 1�� \\ V 1 I \\ �\ �
,__
p1= 12 6.90 \ \ �1 �_- - - V // / ��1 / \ V A I \ i MCL Hum ryCIVIL
m1
140. 31913 11,
1 SS
oNAL
\ It I
DATE: 7
z
It
/
I \
I
11 13 r \\\ I I -�13z—�I / - - -� 1 1� 11 I I
1 � GRADING
AND !'
_ v� v \ vI \ 1
I ,_ � � _ v .. •. % � vA DRAINAGE
PLAN
J 1X111111 \ \
- -- -- -- - ---- --- - . --------- - ----- . - — SHEET NO. 2 OF 5
1047 -08 D2
r
M
/
GRAPHIC SCALE
CP ,-
40
0 20 40 60 160
IN FEET )
I inch = 40 ft.
In
fi
c o
70X/ / SLOPED
/ / I I 105_j
F� O
/ 00 [TYP.] /
N
7 // Q '-E�^ z w
LIJ
SIGN FOR - - _
UNIT #s /� \ / -i w C-(-) O
C U Ld w
w n o
LEGENDz W z - -j z
Q R;
rr W
0 �000000o RETAINING WALL (VARIABLE HEIGHT) O � �
11
3 `r
-'IPJ I \ -�" w W z 0
\ \
- - -100- - - EXISTING CONTOUR Z Ur Z
w g
PROPOSED CONTOUR Q d II W
LIMIT OF EXISTING WETLAND �]
EXISTING DRAIN MANHOLE Cn w Ir
arra: l _ -' w
^ PROPOSED DRAIN MANHOLE
---0-- EXISTING CATCH BASIN
In PROPOSED CATCH BASIN SALEM PLANNING BOARD
SI #OR _�
UNIT
� I � � �!; � �y I I = _ _ _ _ _ _ = SILTATION CONTROL
/ ( PHASE N�
3A
SLOPED CURBING
136 4DATE
L_ - j Qco'
APPLICATION FILED 1/27/95
� � I
PLANTING SCHEDULE FINAL PLAN FILED 1/27/95
SIGN FOR ' /�ARKING RHODODENDRON 18"-24" HEARING DATE 2/16/95
UNIT #s - AREA ! / I i JACK PINE 4'-5' PLAN APPROVED
[T
14+00 YP.]
%rl�` rn 150 WATT
m I FLOODLIGHT
I
[TMP,] / RHEINGOLD ARBORVITAE 18"-24" [3' O.C.]
I I *` > 00 —
\ NOTES:
1
I 1 . PLANTINGS MUST BE LOCATED SO THAT VEHICULAR ACCESS REVISIONS
so, \ IS NOT INHIBITED WHEN FULLY GROWN.
i _ 2. AREAS THAT ARE NOT DISTURBED DURING CONSTRUCTION
d� SHALL REMAIN IN THEIR NATURAL STATE.
C
3. ALL OTHER AREAS SHALL BE LOAMED AND SEEDED.
1 1 I 'O- ASE 1 4. PLANTINGS SHALL SERVE TO REDUCE SCOPE OF LIGHTING.
it C
SIGN FOR —_
UNIT #s �- ~c \ — — T — — — ✓ 1 N9F
_ \ S
o y.NEs e.;
NCIOUGH`K Iv N0. 31913 Q N
G Q'
S E
1 1 + Ssi �o
o
oNnt
i' 16 1
I
I I I DATE:
LIGHTING ,
LANDSCAPING ,i LANDSCAPING ,
BUILDING , AND
17 I DRIVEWAY
PLAN
C SHEET NO. 3 OF 5
;I
_ __ 1047 - 08 D3
I
EXIST. SMH
ST. 8+81
1=1 1 2.40
/
k
/
/
/ ppLn CL
r—t 0) (y
`y < O
YD. c_)
F—
'V O
SMH "B" Q �-i Z Q LJ
d L'i Z 2
5"Ii=115.89ILL
Cl
8' 11=1 .3 / 6"Ii=116.63 0 -1
/ j8"lo=115.79 z Q w PROP. Q ] w CY w
Q I GRADE Ln Li <
I
�7_ Z
t--
//// \ z \ ( W o o
Z (� gw
O J
w6"1= 19.63 ---- /�' J
EXIST. SMH / ;�1 / Q Q
ST. 10+s5
1=1 1 6.70 / 120 w W cw
=
, ;
GAEL 1—„s.5 a
Op/ / EXIST. GRADE
=1 LLJ
_j ILLI
/ ( �G��� O
/ 1 ? OF 83_� 0_006 O
F 8 @ 0.006
II cnR.Ey.=122 s �� , 85 0 -
i
' Ifl3� 6"I - . 17.3' /
SALEM PLANNING BOARD
SMH „C,.
!i I
I / R= 122.0
(3)6' 1i=116.98
8"lo=1 1 6.71
I
-4"W-
124 - - -I— 10
4 W
i
12 � �� I �" [FLARED END]
6"1-12 48
DCB
I \ R=117.8
_ ! � 12"10-114.0 — DATE
!'1 SCALE: VERTICAL 1 " 4'
HORIZONTAL II '
8.66
1 40
Fr.- ,;ry
,T. H i
L".
llL� GARELl-125.2
I I �
1130 � —� APPLICATION FILED 1/27/95
FINAL PLAN FILED 1/27/95
y I I
3. d0 I
HEARING DATE 2/16/95
LEGEND PLAN APPROVED
I I
HYD.
,113� mJ
—u' EXISTING DRAIN MANHOLE
PROPOSED DRAIN MANHOLE
1 I ---ClEXISTING CATCH BASIN
REVISIONS
-- r PROPOSED CATCH BASIN
s EXISTING SEWER MANHOLE
1
1
I
1
— PROPOSED SEWER MANHOLE
I I 6"1= 21 .24-_1lZ
SLOPED CURBING +.
1 � �
PHASE 3B i
I i L
II
I _ C,
J�
+q° ��
NOTES " ss
1 . SEE DEFINITIVE SUBDIVISION PLANS OF WHALERS LANE CL CIVIL N IV -4
I N' UGH
APPROVED JUNE 20, 1985 BY THE SALEM PLANNING 8 A NO. 31913 Q y
I 14 \ BOARD AND RECORDED IN PLAN BOOK 198 PLAN 67 F
I I
IN THE ESSEX COUNTY REGISTRY OF DEEDS. c/STEL
I I ss�ONAL
EXIST.
I 2. HAYBALES AND/OR SILT FENCE TO BE PLACED AT TOE OF
11� SLOPES AND/OR BASE OF RETAINING WALLS PRIOR TO
I=126.90 I� CONSTRUCTION IN AREAS ADJACENT TO DESIGNATED WETLANDS.
I
3.
IZ ALL DRAIN PIPES 12" RCP UNLESS OTHERW'SE NOTED. DATE: ZZ -01Z
4. RIP-RAF' STONE WILL HAVE SOUNDNESS OF 1 .2% LOSS-AS
PER A.S.T.M. MAGNESIUM SULFATE TEST.
5. ALL BUILDINGS ARE TO BE UNDERDRAINED.
GRAPHIC SCALE 6. THE CONFIGURATION OF ALL COMPENSATING AREAS MAY BE
ALTERED DUE TO LEDGE OR OTHER OBSTACLES ENCOUNTERED
+a o ao +e eo ,eo DURING CONSTRUCTION BUT THE REQUIRED REPLACEMENT
WETLANDS WILL BE MAINTAINED AS NOTED. PROFILE
(D.E.P. FILE NO. 64-92). NO COMPENSATION IS REQUIRED
( IN FEET ) WITHIN PHASE 3A.
1 inch = 40 ft.
7. SEE SHEET 3 FOR BUILDING AND DRIVE LAYOUT. PLAN
8. 6'+/- SLOPED GRANITE EDGING AT REAR OF ALL CATCH BASINS.
SHEET NO. 4 OF 5
1047 - 08 D4
I
i
i
I
I
Ln
TOPSO/LM ° U
ilr Q z N w
3'min
in CONCRETE FOUNDATION w Z Q w o
FINISHED GRADE WALL a
�' Yrs• •.. .•J /� D OJW
LLJH (n
of
(n w Q F-
+: : ^ p
41 4;.k ; GRANULAR
W z Fes- z
0 "•< ��'/ —UNDISTURBED SOIL BACKF/LL CONCRETE SLAB W a � Lj
NOTE: RETAINIWG WALLS TO 8r CONSTPUCTED A. PPE SLOPED 0 � Q
Q � ;^:,•, IN CONFORMANCE V I TH f RfjcS. DP'w! TO OUTFALL � W z � � z V)
PRECAST CONCRETE MANHOLE a
'`� . '."' CONSTRUCTION STANDARD 6"'5a ,�-> z w
9 FEET OR LESS IN DEPTH ?ASC . �0 °
e
1 G Q d. _ W
T MASONARY d
GED-TEXTILE W _
- -- Avec, i Cv. Yd Lu a
{STANDARNOD MACOMNHOLE v 1
PRAreAusEEzczeD- zcz.ec Q ` Y� '• •,' ',
6,0 ,--pt-.' l-i.�. rri. (n
„ X2 . 38 o.y56 w
LLJ [if
21"±I" �eN ICRJ NAY R C USED EOR V' • ` ••' .''+R„t n
p DIAMETER .RADE ADJUSTMENTS_ • t 8 'D 2O. 16 Q, •iy-T U Z
w /B A N E DECf JCR I N .{•a,` 10.0 2 9.80 1. 1 O H 6 JP-/2 JJ CARUSHED GRAVEL N
/uu D of NDRrAe
i - t
SEE JOINT DETAIL. , �� \ � � I`''r, •,
SALEM PLANNING BOARD
TYPICAL FOUNDATION DRAIN
Z e S• MORTAR ALL JDtMTI
_: '' � • nth u
al I
i nl'I cl_ /MIN 0.12 TO IN STEEL \
ACCORDING
CTO /^CT,rLACCO ORy TONE BETA/N/ Wars.
� - ♦e'± 1• DIAMETER SI
r 4 --- ACCOROInG TO AAJNTC NG WALL
DESIGNATION MISS
� R NT. / . S.
SPEC. FRAME AND GRATE
v
• _i e• WIN rl_*J PAR AROUND o• lNce � B”CAST /R
/ S u
FOR P.PEJ IA' DIAMETEP ON FRAME
RIANDOVER. I Cl_�CP
FULL BED OF MORTAR.
' 2
CLEAR
- �^ I
nose
JO" MAN HE ADI RJ EAID eI .,AT TURF To eE g BRICKS MAY BE USED BETWEEA'
` IDFRAME AND TOP COURSE FOR
T DIAMETER Pvc /O --I-_ Th'O GRADE ADJUSTMENT. DATE
/GVICN CHIPS AMC MCPTTAP OP
WENT CONCRETE CLASS ',' A , 'R i, ^
` b�G- �(IP HAND AZTEC SCC :.ATE'• .
/ -/O' —moi W
_1 __--_-- _ i GGR-./ I SPECIFICATIONS!i'. \ . O
RRDVIDr•T•ore NlN<J , �,lA Q APPLICATION FILED 1/27/95
( INVERTED ARCH .ITp '
IF C"E.INAJ TO BE 1 RRICPS LAID ON CDGf B ••M/N.
\\ ' � W FINAL PLAN FILED 1/27/95
rPECEti IN RISEN SECTION} of l Jr•L J
MOTL. -EOR DESCRIPTIONS,MATERIALS,AND CONSTRUCTION MCTNOOJI SEE LATEST SPECIFICATIONS % QS/LT FENHEARING DATE 2/16/95
HEAVY DUTY CE �� . ' 2 INLET - -- /B -24" TAPER /N THREE
_ _ OR FOUR COURSES PLAN APPROVED
I ,• SLE.. - _ — - FENCE POST / �
�1
MIN
PRP ' -.r�,h-.
-_ / /r 6
PRECAST UN -OUTLET PIPE
re i •R] $AN
�F�/EN Y 2 2,t REVISIONS
VtIM� WI�.,'S --1� � �j
„
�*wTt; r�reNPON n�eq -- _ -- - —
M'" � COMPACTED _L
e'NIN 9ACKFILL ,4
I _ 4 '-O"DIA. M/N
PRECkST BASE II d
CLASS 'D" CEMENT CONCRETE
^ a r' w ..
.�B OR PRECAST SECT/ONAL
61E/ }:{4N'`Sr`�x PLATES.
l
I'CL
CR
,- MIN. o tz--la �E.,�� � DRA/N CATCH BASIN
t_L b� ryIZ'rJclwtL
CAST IK FSA CE v' �c n"` ' �1 BLOCK OR PRECAST DRA/N CATCH
BASE
BASI/NS
vA�I�S
JOINT DETAILS BASE DETAILS
S/L T FENCE DE TA /L I N r.S,
MASS. D.P.W, — N/.FC11 ir7; T �=E FL-A►..1TII.J
202 .4.0 N.TS. U Df�TA'L.
NETS r
REINFORCED CONCRETE PIPE FLARED ENDS
NOTES
1 . SEE DEFINITIVE SUBDIVISION PLANS OF WHALERS LANE
W - APPROVED JUNE 20, 1985 BY THE SALEM PLANNING
T i a it BOARD AND RECORDED IN PLAN BOOK 198 PLAN 67
Rt R. IN THE ESSEX COUNTY REGISTRY OF DEEDS.
E 1 1- L R045w4Y
1 2. HAYBALES AND/OR SILT FENCE TO BE PLACED AT TOE OF
R T� ?- r SLOPES AND/OR BASE OF RETAINING WALLS PRIOR TO
• J r CONSTRUCTION IN AREAS ADJACENT TO DESIGNATED WETLANDS.
�PS
PLAN LAM 3. ALL DRAIN PIPES 12' RCP UNLESS OTHERWISE NOTED.
DATE: 2T
I I
D_.. _-. -
r--.- - i 4. RIP-RAP STONE WILL HAVE SOUNDNESS OF 1 .2% LOSS-AS
- --T
PER A.S.T.M. MAGNESIUM SU
LFATE TEST.
T :
- --__.___� `';_ _✓ ___� ", ALL BUILDINGS ARE TO BE UNDERDRAINED.
•S
SUCTION SECTION —
l 6. THE CONFIGURATION OF ALL COMPENSATING AREAS MAY BE
CONSTRUCTION
IN"[T END OJTLET ENC sE . . -'. ;-, •r : ALTERED DUE TO LEDGE OR OTHER OBSTACLES ENCOUNTERED
DURING CONSTRUCTION BUT THE REQUIRED REPLACEMENT
�JLr A A o c D E 'eD . . P PI R: J c :r f WETLANDS WILL BE MAINTAINED AS NOTED. DETAIL
t to ,a; A ; .< a; . a, .'I b� t� , , TYP/CAL
_ (D.E.P. FILE NO. 64-92). NO COMPENSATION IS REQUIRED
4_ -_ _x _ COMMON DRIVE CROSS SECT/ON WITHIN PHASE 3A.
9'-,� , 1+R 4_?i { 2 . t I '
i
zi't; _ - t >�' ♦I. i�'J tt N 1 ; VARIABLE WIDTH
7. SEE SHEET 3 FOR BUILDING AND DRIVE LAYOUT. LAN
NTS
------•------- 8. 6'+/- SLOPED GRANITE EDGING AT REAR OF ALL CATCH BASINS.
SHEET NO. 5 OF 5
1047 -08 D5
I