HomeMy WebLinkAbout- Plans - 175 OLD CART WAY 10/29/2021 ---------- ----------------
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CONS TRUC TION SEQUENCING: ASSESSORS-
1) INSTALLATION OF SEDIMENT CONTROLS 77.4 V<
LEGEND 2) VL-GE TA T1 0/V CLEARING WF A105 PARCEL ID 107B-0106--0000.0
J) EXCA VA 7701V AND GRADING )?EFE)?ENCES.-
-1o2----- SURFACE CONTOUR 4) INSTALLATION OF POOL AND DECKING GSTK PLOT4
STONE WALL
5) FINAL S TA BIL 12A TION �7�
DEED BOOK 15324, PAGE 87
cxDc>c>zD�86.75 CURB WITH TOP AND BOTTOM NOTE.- ANY FILL BROUGHT ON SITE SHALL BE DH(FD) PLAN No. 12029 175 �TLD CART
86.25 CURB ELEVATION A CCOMPA NIED BY A CER 77FICA 7F OF ITS ORIGIN AND 7&9 PLAN No. 12285
EDGE OF WOODED AREA CLEANLINESS THIS SHALL BE THE CONTRACTOR'S WF A104
-RECORD 0 WNER: WAY
1111--, 1i;RCP RESPONSIBILITY TO PROVIDE TO THE CONSER VA 77ON N1b
DRA INL INE W TH PIPE SIZE, MA TERIA L COMMISSION.
0� %N
& FL 0 W DIRECTION, CA TCHBA SIN, ' THE 775 OLD CART WAY REALTY TRUST
MANHOLE & ROUND CA TCHBA SIN PUSHPA K M PATEL AND BHA WSHA P PATEL, IRS
Tw na 77.3
WATER MANHOLE WATER MAIN BARBARA M DOWLING FAMILY TRUST a wo rV WF A103
wV �x
W1 TH SIZE, TEE, GA TF VAL VE & (zi North Andover Massachusetts 0 1845
Z�
FIRE HYDRANT AND �GSTK PLOT3 ZONING.-
TIN 918 L 78.05 77.7
EDGE OF A SPHA L T PA VEMEN T PAUL F. DOWLING FAMILY TRUST 41'.z
BIN wo %�q?,%'D WF A102 VILLAGE RESIDEN77AL DISTRICT
EDGE OF GRA VEL PLAN NO. 12029 (w ONV
,17�
EDGE OF LANDSCAPING/LAWN .89" LOGSTK PLOT2
LIMIT OF BORDERING VEGETA TED WETLAND 3.8 NO TES.
79.3 WITH FL A G NUMBER A NO EL E VA TION Bw KO 79�75 77
WF A101
WFA 2 7.
7t 1) EL E VA TIONS SHOWN HEREON REFER TO AN ASSUMED DA TUM
_AV LIMIT OF 25 FOOT NO DISTURB ZONE PFEPARED FOR
2) THERE ARE CONFLICTING INTERPRETA TIONS OF THE REAR
-AV LIMIT OF 50 FOOT NO BUILD ZONE gwo 94 T.VWV..93. LOT LINE FOR THE SUBJECT LOT SHOWN HEREON. BOTH ARE
3.
- 0 LIMIT OF 100 FOOT WETLAND BUFFER ZONE PROPOSED 0 Tw 23.8 SHOWN FOR INFORMA TIONA L PURPOSES
> gu 77.8
PAITO �L 944 WF A100 J) THE RECORD SUSDI VISION PLAN FOR OLD CA R T WAY PLAN PUSHPAK
"
x 100.7 SPOT ELEVA 77ON BW 91.0 PROPOSED
EW.91 00 944 2 f12029) SNOWS A PROPOSED 30' WIDE ACCESS EA SEMEN 7'
9J.7 PROMINEN T DECIDUOUS TREE 8 11\ PROPANE GSTK PLOT1 ALONG THE SUBJECT PROPERTY'S REAR LOT LINE SAID M. PATEL
PROPOSED TANKS 3.59
12"M WITH EL E VA TION, SIZE AND SPECIES PROPOSED I STORAGE/BATH f A SEMEN T WAS NOT RECORDED AT THE REGISTRY OF DEEDS,
94 POOL Et�94+11 0 PTION BIN 91.0 THOUGH REFERENCED IN THE ORIGINAL ORDER OF CONDITIONS
18`P WITH EL EVA TION SIZE AND SPECIES 93.9 92+ POOL EQUIP. -00 BELIEVED TO BE EFFECTIVE 0
96.2 PROMINENT CONIFEROUS TREE 0 LEGAL COUNSEL HA S A D KSED THAT THE EA SEMEN T IS
, PROPOSED 0 NOT EFFECVE OR ENFORCEABLE
- _V
LIGHT POLE 175 Old Cart Way
Rye
'R" 4 UNDERGROUND UTILITIES SHOWN HEREON ARE COMPILED
BW 91110
PROP ► FROM FIELD LOCATIONS OF STRUCTURES AND FROM AVAILABLE North Andover, Massachusetts 01845
SPH 0 SEWER MANHOLE 97.5
16- RECORD INFORMATION ON FILE AT THE TOWN ENGINEERING
DMH Q) DRAIN MANHOLE 94 PROPOSED I BW 90.0 OFFICES, TOWN D.P,W, AND UTILITY COMPANIES OTHER
I T SHALL BE THE
UNDERGROUND U 77L I 77ES MA Y EXIST.
MICHAEL P. GARGAN ANDL OCA TION,
C6 ® CATCH BASIN PAITO RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
DH O DRILL HOLE PATIO JANET E. GARGAN SIZE & EL E VA TION OF ALL UTILITIES WITHIN THE AREA OF
PROPOSED EL.92+1- 14 BW 91.3 PROPOSED WORK AND TO CON TA C T "DIG-SAFE" A T 811 A T
DHSB DRILL HOLE IN STONE BOUND OPTIONAL PLAN NO. 12285 BATH LEAST 72 HOURS PRIOR TO ANY EXCA VA TION, DEMOLITION OR
0 roo, CONSTRUCTION
H MAILBOX
SIGN
5) TELEPHONE, ELECTRIC AND CABLE UTILITY INFORMATION ASSOCIATES
H
0H UTILITY HAND HOLE Ac, to 6&
Fp UNA VA IL A 8L E A T 77ME OF SUR VE Y SEE NO IF 4.
-CET _7ZAN0 SHOWN HEREON
CCB CAPE COD BERM CURB 6) LIMIT OF BORDERING VE A TED WE
CU CONNECTION UNKNOWN WAS DELINEATED BY HANCOCK ASSOCIATES ON 811JI2021
Civil Enizineers
2-L TWO L IMBED AND L OCA TED BY INSTRUMENT SUR VE Y
(R) RECORD V
(C) CAL CUL A TED Land Surveyors
(RIH) RECORD AND HELD
Wetland Scientists
(m) FIELD YEA SURED
"X'
(S) SE T
(F-D) FOUND % COSMO P. & TINA M.
VGC VERTICAL GRANITE CURB DESTEFANO DRIVE STAKE UNTIL
-4" REMAINS EXPOSED
SO BITUMINOUS BERM PLAN NO. 12285 3" -
185 CENTRE STREET, DANVERS, MA 01923
INSTALL STAKE VOICE (978) 7773050, FAX (978) 774-7816
CC CONCRETE CURB 0 PERPENDICULAR TO WWW.HANCOCKASSOCIATES.COM
SLOPE FACE EVERY 10'
BIT CONC. B/RJUINOUS CONCRETE
(MIN.). 12" MIN. OVERLAP
BC BOTTOM OF CURB 12" MIN. DIA. FILTER IN BETWEEN PIECES OF
1:; 1 SOCK SET IN A 2"-3" FILTER SOCK.
TC TOP OF CURB C__ DEEP TRENCH \k OF I�qs
I"ut.V4
TYPICAL GRAVITY WALL CROSS-SECTION
SOIL PL 0 IS PEZNOLA OTT JOSEPH D.
GRAVITY STRUCTURE MAXIMUM UP TO 4 FT HIGH
Co CIVIL\U%
TREEABBREVA 77ONS No. 38117 No.46737
M MAPLE COPING UNIT O LOT 7 NA_
,&A SU
P P
0 OAK !'5 AREA=41,953±S.F.(C)
INE TOP SOIL
8)? BIRCH /-DH(FD)
A APPLE SRW ADHESIVE 12"±
H HEMLOCK 3/4"CRUSHED SINSTALL WITH 18
CLEAN STONE
OR 24", 1"X1" WOOD
WALL UNITS EXISTING SITE STAKES
SOIL 6 SRJ SRJ 10/29/21 EASEMENT NOTE
NOTES.
S.
FILTER FABRIC I I SOCK SIZE DEPICTED IS FOR GENERAL USE GREATER 5 JMRG JP 1 10/5/21 CONS. COMM. COMMENTS
SLOPES MA Y REQUIRE LARGER SOCK.
2. COMPOST MA 7FRIAL MA Y BE DISPERSED ON SITE A T THE 4 SRJ DJC 9/16/21 CONST. SEQ., RELOCATE EQUIP
ag" K
gg\
L=12.88' R=175.00'
DISCRETION OF THE APPROVING AUTHORITY
-TTwC THE SOCK REMOVE LOOSE LITTER 3 SRJ DJC 9/8/21 EROSION CONTROL
DRAINAGE PIPE # A=4'1 303 J PRIOR To SL
BRANCHES AND OTHER MA TERIA L THAT MAY PREVENT THE COND.
COMPACTED SOCK FROM DIRECT CONTACT WITH SOIL. 2 RDF SRJ 8/23/21 FLAGGED WETLANDS, PROP.
GRAVEL FOOTING
1 SRJ SRJ 5/10/21 GIS WETLANDS AND BUFFER ZONE
0 WA 7TLE NO. BY JAPP I DATE ISSUE/REVISION DESCRIPTION
FOUNDATION SOIL
06�1 NOT TO SCALE
DATE: 10 06 20 DRAWN BY: CFB/RDF
SCALE: AS SHOWN CHECK BY: MMM/SRJ
196.04'(R)
207.77'(M)
N84`05#04 w nrr
EXHIDI I
# P1tfA-%N OX"- LAND
COLONIAL AVENUE IN
(PUSUC 50' WDE) NORTH ANDOVER MA
ELEVATION BENCH MARKS I
A DATUM: ASSUMED #
PLOT DAM Nov 01,M 11:53 am
N 0. DESCRIPTION ELEV. PATH: R\QW 30 Projects\24089-Patel-North ktdow\DWG\
1. 14" DECIDUOUS NEE- MAC NAIL IN ROOT (@ GRADE 101-00 DWG: 24089PP.dwg
2. METAL THRESHOLD: CENTERLINE OF DOORWA Y 101.50 SCALE.- 1 20' LAYOUT: EX
SHEET: 1 OF 1
0 20 40 80
PROJECT NO.: 240891