HomeMy WebLinkAbout2013 Street Layout & Roadway As-Built Red Gate DEF SUB STONE BOUND
STATIONING
0+25.2.6 25.00' LT
'BI' 25.00' RT
SBA 0+35.00
3: 2+57.75 25.00" LT
SB
SB4 2+57.75 25.00' RT
SB5e" 3+15.75 25.00' LT
SB " 3+15.75 25.00 RT
SB7 3+73.75 25.00' LT
SBB ` 3+73.75
25.00' RT
SB9 3+82,51 25.00' LT
3+�82.51 25.00' RT � FOR REGISTRY USE ONLY
SB10 36.67' LT
SB'1 4+06.31 36.67' RT
ITE SB12 4+06.31 52.39' LT
SB13 0-04.63 57.55' RT
SB14�; 0+05.1 N/F
SUMMER STREET N/F N/F
REALTY TRUST PAUL & SUSAN McDONOUGH NORMAN GILL
N/F 733 TURNPIKE STREET 87 FOXWOOD DRIVE 95 FOXWOOD DRIVE
WILLIAM & STACIA CYR
895 SALEM STREET IRON NORTH ANDOVER, MA. 01845 NORTH ANDOVER, MA. 01845 NORTH ANDOVER, MA. 01845
NORTH ANDOVER, MA. 01845 ROU f
FOUND
IRON
S31.58' ROD
30 FOUND 62.82'
1"+i 1,37w60$ S28'16'40 W
� -
-
24.93' 37.89° S34',56,'30 "�.
/
LOCUS MAP SCALE: 1 = 600
S35-3
_ � 0'°�y DRILL �1AMES & JOAN CORBETT
_ ��'A 2.4 1
19" S27`20'4"J 55'2 FOUND NORTH WEYLAND DRIVE
S5`19 �� � HOLE 5
210. 8 S29`2 3""W D H ANDOVER, MA. 01845
40.00 138.46i�' 45.75'
0 >� DRAINAGE
532°4�'10°°�,,
0 E-.C.S.B.SOUND EASEMENT
EASEMENT
161.75'
� LINE q
OT I
am
yca.
1 . 1076±ACRES z L_
Lo ra 83,664±S,E
#13
1 .9207±ACRES
#1 - - cca
J - S25'13'43"W 3 L
Co
32 '
232.49" R=20 5 �'rf
� O.OO
GRANITE BOUND SET :`�9. 74' , 7 9 11
ESSEX COUNTY STONE BOUND A ER_ -- 1, 1 0- ' �,
E.O.S.B "^ RED TE
(50 WIDE) L S25`13'43""W L=10.61 ' - `_`" ,--- C
STONE WALL
73.3i� IRON
---- R O D
L= 0.1,6' q 223.50' I '9.35aoo FOUND N/
, 2 S25`13'43'"W L=4g �4,
c- ,'3 ERIC & LISA DAHL
222.84' R=150.00 N25"13`43"E -- -_
�
232.44' -66.32' 8.76' `, �A """' 1 � 66 WEYLAND DRIVE
�� 9 " NORTH ANDOVER MA. 01845
� N2.5`1343''E 40' DRAINAGE'. i� � '`�''200.DO�����'� SCC) {�5 O3 E � s
EASEMENT ' I , 8, 10 =3�y^ 12 r '
1 48.84' LLJ �` 0.a 0'
't ItN25°13'40"E t DRAINAGE
'�`
c ' EASEMENT
,t '
0.00DRAINAGE
%33. 6 LE�SEIVIENT
LOT 3 Co
7 ,7SS.E "LOT 4
• �
j N F 4S E 1 .800±ACRES
ROBERT & AUDREY MEIKLE ° r
307
871 SALEM STREET �ES
NORTH ANDOVER, MA. 01845
tv
u r�
u lr IRON
ROD
FOUND
N26'1.2'10"'E
28i6.22'
r,
�a /
N F
MARTHA LINDQUIST
y2. 2 CHIPPER LANE
957 NORTH% H ANDOVER, MA, 01845
175.79' " 'i 7 9,39y 72.69'
i 48 E DRILL i ro "" N22"1410 E N29`14
j N31'�0 " 47.53
l ,�
/ N251510 E 30 E N2�20920'E d31` »E �z
..�- 12 40 N2 '21 30 E DRILL N27°32'10"°E IRON
12.31
HOLE --
f� HOLE %,
FOUN N29'42'50""E FOUND RODFOUND
N/F
ALAFIA FAMILY TRUST
T 855 SALEM STREET
NORTH ANDOVER, MA. 01845
N/F
SUMMER STREET REAL
TY TRUST
733 TURNPIKE STREET GRAPHIC SCALE
NORTH ANDOVER„ MA, 01 845
,
Q 0 20 40 so 100
imailio
�a ( IN FEET
e; 1 inch 40 ft.
CERTIFICATION
I CERTIFY GRANITE BOUNDS HAVE BEEN SET
TOWN OF NORTH ANDOVER - I CERTIFY THAT THIS PLAN WAS PREPARED IN ,'� SURVEYING SERVICES
,, 9, BY WA :�'OINT SURVEY � � ��" LSE
BOARD OF SELECTMAN CONFORMANCE WITH THE RULES AND REGULATIONS IN THE AREAS SHOWN ON THE DEFINI DIVE SUBDIVISION
CH 8 STREET' LAYOUT PLAN
OF THE REGISTER OF DEEDS. PLAN DATED NOVEMIBER 22, 1996, REVISrD MAR ,
j NEW ENGLAND ENGINEERING AND �' F' .E�'A.1RED FOR
y
REFERENCES I ALSO CERTIFY THAT THE PROPERTY LINES SHOWN 2C06 PREPARED
REF % ED BY N OF NORTH ANDOVER AND WS
ARE THE LINE'S DVVIDING EXISTING OWNERSHIPS„ AND
APPROVED ' THE SOW WHISPERING PINES REALTY" TRUST
1.) N.E,R.D. PLAN2645 r THE LINES OF 'STREETS AND WAYS SHOWN ARE THOSE
(PLAN 15349 NORTH ESSEX DISTRICT REGISTRY OF DEEDS
f SANDALWOOD LANE
AN 3987
. PLAN PRIVATE STREETS AND WAYS ALREADY 2. N.E.R.D � OF PUBLIC AND PRIVA
} ETILTEN MA. 01844
3.) N.E.R.D. PLAN #5467
ESTABLISHED NON ITREDE SCALE 1"=40 MARCH 5, 0
ITS I�ND WAYS '. o
4.) N.E.R.D. PLAN #6941 EXISTINGs�
OR NEW �°
N.E.R.D. PLAN #8590
6.) N.E.R.D. PLAN #10117 ARE � s�
ter. D+. t
aaviD �� � " A�~,�ID ALVE� ILLS �"45454 C�Ih�T SURFING SERIES
A�vss �( RI='VISED ��r,,
v 141. BRIDGE ROT SUITE --
DATE 1asa -&-a S /AyT T g��q �yY ASSACHUSETTS 01952 ivJ 5�7.1J 1 J...A�7.� Y.,
sit
k
' ss 9 78 � 5505-5 61
D TE: DRAWN BY: D.A.
PF� FESSI O ,,
Is
s
FILE #: 5;900 DESIGN BY: D,A.
_M.
EXISTING EXISTING FHB STOP TIES LEGEND
DOUBLE CATCH BASIN 11 DOUBLE CATCH BASIN.
RIM ELEV, = 143.50 ii RIM ELEV = 143,50
1„
INV", ELEV'.. - 4�1°7 .. II INV, ELEV. T 14C1.75 �, - -_.
� __'t�----l�--- 3' C,L°��°I WATER LINE
la BENCH AR RIM OF 35
EXITING DMH RIM = 145.27 klDOUBLE CATCH BASIN 14 . 0 SMH - UTILITY LINESt ELECTRIC, CABLE, TELEPHONE
EXISTING EDGE OF PAVEMENT EXISTING
II P,V,C, SEWER . ._ [:7 UTILITY BBX LOICATIGN& ELECTRIC, CABLE, TELEPHONE
GAS TAP G G GAS LINE
EXISTING WATER LINE tI --�. ,�' CURB STOP" v I
S 25 GAS GATE I
°--.. "19'fD0" W� ��e�" SPOT ELEVATIONS
-144,�..._.-210.98' STONE BOUND X 144�.5
EXISTING t! DMH STA, 0+1432 r-tTr7" CHECK ��
CATCH BASIN 'I .AIM=146,14 � DAM
RIM ELEV. _ 144.29 t INV I =` 1,34-------�� 14 '� Ld READ AS BUILT CENTERLINE
�. `�°� ________�_____ READ CENTER LINE (PLAN VIEW)
INV. ELEV', = 14L04 H INV. OUT = 141,24 DRAINAGE EASEMENT X 147.9 TONE �
li A 147.6 147.8 WALL
II -WEIR -_ -146--- - -._,..._ S STONE BO ND 0.9 HYDRANT
II S 0.5% INFILTRATION LOT 1 p4.
EXISTING it x 143. IB R.C.P. w CURB STOP
I CIIRIVEWAY 1CrP FNflTN�166.6 �a
DRAIN MANHOLE li t44.5 DETENTION I y 1�'`� � DECIDUOS TREE (PLANTED)
S. 6 CBS
CEINIFERIIS TREE PLANTEp
% 144r.4 u7 IIf9VErWAY 26', 25°1 °4J°t
0'J 1P° R.C°P° w
x 144.7 147.3 2 STY' a 6., METAL (PLANTED) REGISTRY
Rp Y I ' ONLY
S61 S 0,5% INV.= 14 .5 21 RCP"� TOP FNDTN=169.6 pNV IN=167,9 L T �``� ��� R��I��1� I USE �1N1
t4 CRUSHED STONE F A' S=2.9% � INV OUT=165 9 _ MH
li L-27.40 STONE BOUND WdDRILL POLE SET
INFILTRATION TRENCH L=298JO
tI �, '-�.,.... 1�„ RCP R-�O.�O ..
jj ca --�146 ." _� 12'" FdCP' S 3.2% O'' L 49.74 G R -60.00 BENCHMARK
# 201 SGC SLOPE GRANITE CURB
9I S _ 3% &33 12 RCP R 1SO.�IO ti
2.49 _ 3 S = 5.9% 'STUN�" CUT/NORTHERLY� UTILITY POLE
CATCH XBASINS iy CB OMH 1 S 2'l3"4 W Ty e 0 STUB 12 RCP Sall M FLAN�GELBOLT E 176.94 STONE BOUNEI f CURB STEP
W EDGE PAVE N`O 6 C;CS = 1C} `' WATER GATE
_
o W DRAINAGE
CD ' IOh H SB EASEMENT CB
STONE BOUND STATIONING
TAP' AND GATE a 12" RCP _ �__ _S _ 122" RCP CURB STOP ,
EDGE PAVEMENT_ °, SGc vOc = 5 - - _ 4„ � 0+ 25.00 LT
II S = 1.7 SM cep PLASTIC DMH SB2' 0+35,00 25.00' RT
_ ._ _ B " - W IINV=201.95 +57,75 25.00° LT
_. ..
MI1 li SEI 222,77' 4 G W �- __ �__ __ _ ___-� __ -F- _ - ___� B3 2+ 7.75 25.00' ITT
RIM' ELEV, = 144.58 t G B �`q O 8 E-µ = R '1 4T°E E _ _ 1 CB SMH s M'H DMH,#2 m 4 PLASTIC SB4 ,
INV, ELEV, = 134,40 tit 1 F W BASELINE D�-IJ3 DMH#1 CB 1~ IINV=2O1.94 2 S 3+15.7 5.00' LT
ELtCTRIC CENTERLINE R.O.W. �" S86 3+15.75 2.5.00 RT
tt EASEMENT CABLE 12' RCPQ SB A� APPROVED THETOWN F NORTH SB7 3+73.75 25.00' LT
DRAINAGE I SB ANDOVER F LET SBS 3+73.75 2.5.00° RT
II S a.8 12 RCP °5y DMH'
t! SB14 2°° RCP TELEPHONE S = 8.6%
12 RCP EASEMENT , SB9 3+82.51 25.00' LT
S = 1.2`.% II ,yy S - 0.6� 12°' RCP L=2 .40 �,
I 1 s-11 - 8 76 R= O.0a .-' CB SB10 +62.51 25.00� RT
11 N 25° 3' O" E 6° METAL SUS __ - SB11 4+06.31 36.67 LT
12" RCP INS IN=169.2Q r
INV. 12„ PLASTIC- INV OUT=167.70 CURB STOP �� SB12 �+06.31 36.67p RT
It S __ 0.8�" - _
N/F
tIl 157.32 G -04.6 52.39 LT
STONE BOUNCk SB8 3
It
ROBER'T,"k AUDREY MEIKLE LOT 4 SB14
91
871 SALEM STREET �: G 0+05,12 57.55 RT
1i Gam° \ LT
Lt G
I I _
01
G #35
DRIVEWAY 2 STY WFD
l TO' FNIDTN 169.5
NOTES: 2 STY61NFLa � � � DATE
1.) ELEVATION DATUM FROM A PLAN PREPARED BY DRIVEWAY TOP FNDTN=177,1
NEW ENGLAND ENGINEERING ENTITLED'°DEFINITIVE I CERTIFY THAT THE DRAINAGE SYSTEM CONFORMS
SUBDIVISION PLAN PLAN AND PROFILE, SHEET 3 TO THE PROPOSED DESIGN AND WILL FUNCTION AS INTENDED.
OF 7, DATED, NOVEMBER 22, 1996 AND LAST
REVISED MARCH € , 20
06 AND APPROVED BY THE
THIS PLAN CONFORMES TO THE RULES AND REGULATIONS
NORTH ANDOVER PLANNING BOARD ON APRIL 4, 2006. ENJANII 4
OF THE REGISTRY OF DEEDS.
OSG° ,J�% �
2.) THIS PLAN IS THE RESULT OF AN ON GROUND SURVEY � OOD
PERFORMED BY WAYPOINT SURVEYING SERVICES ON 1 O 13 CIV1
.45891
sn
AND 1/14/13. ` � y
3.) THE INFORMATION SHOWN ON THIS PLAN CONFORMS TO THE DAVID
TOWN OF NORTH ANDOVER REGULATIONS PERTAINING TO ALWE
ROAD AS-BUILT PLANS, TO THE DESIGN INTENT OF THE 45464
DESIGN ENGINEER AND THAT ANY EXCEPTIONS, EXCLUSIVE
OF GRANTED WAIVERS, SHALL BE NOTED ON SAID PLAN.
C,8 if 1 STA 5+70 AT CL, SL1R
-.DOUBLE INLET „
RIM ELEV, = 205,40
INV, OUT = 191,92
CD
C8 # 2 STA 11` LEFT 10 19000
+ DILUBLF. INLET
RIM ELEV, 16424 S,M.I1+ STA, 3+85 5,5' RIGHT
INV, OUT = 159,34 RIM ELEV. = 165,81
CID, #3 STA 3+69 PO I1" RIGHT INV IN = 155141
DL7U5LE INLET INV° OUT = I55 31
RIM ELEV = 164.10
INV, OUT = 1s70 I CERTIFY THAT ALL UTILITIES SHOWN THEREON ARE AS-BUILT AS TO
LOCATION ,AND GRADE, THAT ALL STONE BOUND MONUMENTS HAVE BEEN
170
` PROPERLY AND ACCURATELY SET IN ACCORDANCE WITH PROFESSIONAL
170
0' LE
FLING AREA EXISTING LAND SURVEYING STANDARDS AND THAT THE ROADWAY IS WITHIN THE
GRADE RIGHT--OF -WAY AS SHOWN, AND THAT THE SUBDIVISION IS ENTIRELY AS
CONSTRUCTED IS IN ACCORD WITH THE PROPOSED GRADING PLAN AND
THAT THE DRAINAGE PATTERNS CONFORM TO THE DRAINAGE ANALYSIS
AS SUBMITTED AND APPROVED BY THE PLANNING BOARD.
Ln m D.M.H. 5 STA 2-1-75 1' LEFT
M ELE
cu
+ IN IN I D,M H, #4= 151,48 _ ca
z ui
x + � _ M H##c STA, 5+?7 2` LEFT S ='11 P DA IL1 � ea a7 GOflIIBENJAMIItiI C.
INV, OUT 150��80 D�
t I INV IN FLARED END - 151.,38 RIM ELLV, = 1�B3,9I3 � �R �
INV, IN = 175,58 LVES cn C[VIL
J #45454 ISO.45811
#
w 2 3 INV, = 17i1, 9 �
a AS BUILT � IffiT
S,M,H. ST Ei-71.40 3' RIGH1 CENTERLINE
160RI _FLF'I �._..._
D.M.H. #7 STA, 0+23.6 6' LEFT 92' 160 12" RCP
4 ,.IMV, IN 1 6 c
RIM ELEV = 145,35 ,, INV. OUT - 146,8E d
INV, IN CB 46 = 141.92 w„�r�k5 STA 2+42 11` (RIGHT
INV, 1N CB 47 = 141,9E RIM ELEV. = 155,05
INV OUT = 150,05
INV, OUT = I41�85 'y S M.H, STA, ;� 8'S 5,5' RIGHT �-'
.✓ ' D,M,'H, 1 STh, = 5+49,7 AT C.L,
CB #4 STA, 2+38 11" LEFT / RIM ELEV, = 165,81 RIM ELEV = 195,92
RIM ELEV, = 154,59 ✓ INV O ._ 15 ,41. INV, IN = 189,73
INV, OUT = 149,6E 170 INV, OUT 55,31 170� 180 INV", OUT = 177,92
A5 BUILT ,,�� S / GRAPHIC .:�aJL'.a
C,13 #7 'STA. 0+03,87 28,9' RIGHT D M,H, #IS STA, 0+39 7' LEFT _ _
C,B,; #6 STA, 0+03,87 20,4' LEFT R1M ELEV = 145°64 �° D III ##4 STA .3+5E 3,5' LLF.I. !
RIM ELEV, RIGHT = 144 89 INV. IN D,M,H ##7 - 141,75 CENTERLINE f 2 RIM ELEV, = 163,69 r D,M I N, 43 STA 5 00 ON C✓Lr 4ai 20 40 60 lea
RIM ELEV. LEFT = 144.57 _ RIM ELEV. _ ,93
INV IN C,73, #8 = 141,80 INV", IN D,M,H #3 = 1.57,:39
INV. OUT LEFT = 142.17 � % _.IN`', OUT = 155,94 ! / TNV, IN �= 170�98
INV. C7UT R GHl" = 148,c 3 INV EJUT = 141,77 �
INV, OUT = 165,08 7
C,B ##I3 STA, 0+88 PS` RIGHT ;:,' "� INV', IN C,B #3=15I3,14 �"' / .'
R� INV. IN C,I3 42=15F3,04 WATER MAIN
RIM ELEV._- 14 a,1,7 � � / �'
VERTICAL CURVE � I �' �' )
INV, TEST - 142133 � � P.V.C. 'STA. 0+50 1 inch - 40 ft.
� 0 1C� / 12' RCP P.V,I.� STA. 1+55
�� %,, ,/ E=1Q.4�
1!12' 8" SDP .� J
s,M,1, STA, a- 5 LEFT _S = 7.5 P.V.T. STA. 2+6C REIN GATE LANE
�` RADIUS = 2050
RIM ELEV, -- 144°58 'w , �r� S,M,H. STA. = 4+53 3' RIGI11" ROADWAY , BUILT PLAN
fir✓ RIM ELEV,- 171,71 K 34
INV. IN = 134,40 ,� /
,-
I ','', - �c , INV, OUT 16207 NORTH ANDOVER, MASSACHUSETTS
s #2
160 170 PREPARED D FOR d"Y4k".°L Y � .
o,
1 �
'WHISPERING
.,, ���T �� PINES REALTY TRUST
T� Z ,i r
WATER MAIN ` � �� D,M,H ##6 STA 2+30 3' LEFT a ���� � 12° RCP � _ � ° ���Tr�� l�f�� 4 SANDALWOOD LANE
INV. NEVI = 154150 E HUEN, AS'SACHUSETTS 01844
�� ,M H,, ##5 = 149135 Ada
r o s-4 SCALE; 1" 41 ' ARCM 2 20113
_ � e IN C,B, ##4 _ 149,U7 ,� r� ,a
EXISTING 12' f INV IN C B, ##5 = 14 9,3 5 j I� 8" SDR 35 /� �- �' _ '
WATER MAIN _ �296' 8" SDR �65 INV, 3UT 21' = 149.15 � _ REVISED
,ry c NG SERVICES
4.2 140 ' 15 1a ��,1If/ II �' TII
140 _ _ --�. 141 BRIDGE ROAD, SUITE -5
- _ " � 4/22/13 (SIGN OFF
' . - - a - ., aAI�I TJ AAI-IIJ 'a 52
a - m o In In it "� in
In --5 --51.
4-4
x Of
uj ]BRAWN CHECKED
BYi DA BY1 D.A. D.C.O. tiJR..
1-00 0 0- 0 1+00 1+50 +00 2+50 ® 3+00 +50 4+00 4+00 4+ 0 5+00 5+00 a+ 0 6+00 FILE
201