HomeMy WebLinkAbout2012-09-18 Planning Board Supplemental Materials (41) L 0 T INFORMATION: --A
BENCHMARK CHART- LEGEND= 0
THIS LOT W
'kACNE� AS CREATED PRIOR TO OCTOBER 24, 1994. (1990) -248- TWO FOOT CONTOUR z
TBM # DESCRI P TION ELEV. IC 92X00 SPOT GRADE
OC,
C�F Z
Al PK NAIL IN BERM 100.00' * DECIDUOUS TREE (> 18" DIA.) F��C/t •
TAX MAP 103 PARCEL 132 EOP EDGE OF PAVEMENT SITE
ESSEX
* ASSUMED DATUM
BB BI TUMINOUS BERM RO POSTREET
29A C��=, WETLAND FLAGGREAT P �p0 A O
1 WETLAND RESOURCE AREA 03 �� 0= Z
73'80 UPS UTILITY POLE 0 O
N07 24'30"W
Z �
171g,54„W QS SEWER MANHOLE
N2 30
DH OO DRILL HOLE �� Q �ti
I
PROP. CONTOUR
�-
PW- PROP. WATER SERVICE (3/4" TYPE K COPPER) RESERVED FOR REGISTRY USE ONLY
I
PS PROP. SEWER SERVICE (6" SDR 35 PVC S=0.02 MIN)
i TgACK (TYP)
AILD►NG SE
LOT 2 4 - LOCUS PLAN SCALE 1"=800'
�MINg
�. AL 8 7,121 S.F.f
(SEE LANDCOURT PLAN 16372F) I HEREBY CERTIFY. WATERSHED SPECIAL PERMIT
34A LOT CREATED OCT. 29, 1990
I TOWN OF NORTH ANDOVER
1
33Au THAT THE PROPERTY LINES SHOWN ON THIS PLAN PLANNING BOARD
ARE THE LINES DIVIDING EXISTING OWNERSHIPS, AND
32A THE LINES OF STREETS AND WAYS SHOWN ARE THOSE
1
WETLAND DELINEATION BY NORSE OF PUBLIC OR PRIVATE WAYS ALREADY ESTABLISHED,
ENVIRONMENTAL SERVICES INS I AND THAT NO NEW LINES FOR THE DIVISION OF
1 APRIL OF 2011 35A 37A 38A 149.5' - EXISTING OWNERSHIP OR FOR NEW WAYS ARE SHOWN.
31A
/\ 36A aVw 39A 41A I L THAT THIS PLAN WAS PREPARED IN ACCORDANCE WITH
1 l ` 4oA 42A
'1` THE RULES AND REGULATIONS OF THE REGISTRY OF DEEDS.
1
1 43A 30A
68.8' 66.5' JOHN D. SULLIVAN Ill, P.E. DATE
1
PROP. SILT FENCE/HAYBALE LINE DATE:29A EQUALS THE LIMIT OF CLEARING \ J
I
LINE FOR THIS PROJECT I ` 44A
I AL
es ZONING TABLE
1 - encs ` _ ` 4JA ZBA APPROVAL:
SIC ke -,4° ZONING DISTRICT: R1
roP p' �'os - PETITION: 2012-001
Prop. 1,000 Gallon Drywell t & W/IN WATERSHED PROTECTION DISTRICT
1 28A \ t w/ 54" Crushed Stone ail
Surrounding)
F� RECORDED IN BOOK: 12892 PAGE 334
Surrounding e"oe �� REQUIRED PROVIDED
�$$ Prop. Grassed Area I 93.2 N
W ` I 16.0' rnv� 46A MAX. HEIGHT 35 FEET 32 FEET
1 I Prop. Grassed Area b b �,� 00 Z NOTES'
27A - DECK J C C MIN. FRONT SETBACK 30 FT 47.2 FT
tv 1. THE TOPOGRAPHY, SITE DETAIL & SURFACE IMPROVEMENTS DEPICTED
90) RET. WALL 16.0' QQ W HEREON WERE OBTAINED FROM A PARTIAL FIELD SURVEY CONDUCTED ON
1 ` 0 14.0' PROP. PAVER 1U I m MIN. SIDE SETBACK (L) 30 FT 133.8 FT MAY 2, 2011 BY SULLIVAN ENGINEERING GROUP, LLC.
PROP. WALKWAY
1 PE PORCH ' o ` \ 47A MIN. SIDE SETBACK (R) 30 FT 68.7 FT 2. THE LOCUS PROPERTY DEPICTED IS LOCATED IN ZONING DISTRICT R1
_ 20.0'
PROP. 40 MIL HDPE BARRIER g6�
26A �a 80' � I
TOP OF BARRIER = 95.00' p<° I 48A\ BVW MIN. REAR SETBACK 30 FT 149.5 FT J. THE LOCUS PROPERTY IS DEPICTED AS LOT 128 ON THE
1 BOTTOM OF BARRIER=91.00' TP-1 20.10 �',
2�P. 2 1/2 STORY TOWN OF NORTH ANDOVER ASSESSOR'S MAP 103.
/ o 0
WOOD FRAME STI�CT�R€ z MIN. LOT FRONTAGE 175 FT 271.58 FT
"' I I \ 4. THE LOCA TION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE
(9 I `h�1 \ FFE = 101.00' 6J ` AND ARE BASED UPON A PARTIAL FIELD SURVEY AND COMPILATION OF
,Ii, 25A
I \ TOF = 100.00' 1 rI ` MIN. LOT AREA 87,120 S.F. 87,121 S.F. PLANS OF RECORD. THE DESIGN ENGINEER DOES NOT WARRANTY NOR
I ' BSMT FL = 92.00' 6 0, 68.7 NOTE: UNDER SECTION 3(C)(ii) OF THE WATERSHED GUARANTEE THE LOCATION OF ALL UTILITIES DEPICTED OR NOT DEPICTED.
G�' 9 �� THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL
8 0' 0 8 0' b o °n I PROTECTION DISTRICT BYLAW CONSTRUCTION OFA » VERIFY THE LOCATION OF ALL UTILITIES AND CONTACT DIG SAFE AT
rn / GP tx• 1i 13.0''' cv 13.0' �\ NEW PERMANENT STRUCTURE WITHIN THE NON-DISTURBANCE 1-$88-344-7233.
cn ZONE IS ALLOWED BY SPECIAL PERMIT BY THE PLANNING
4.6 GP �0 1PRO WALKWAY o PAVERS co ROOFED PORCH
1 24A I / 'S F1 �� N, \ ` BOARD ONLY AFTER A VARIANCE HAS BEEN GRANTED BY 5. THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN EASEMENTS
r9
29.33' I J ` N I \ \ THE ZONING BOARD OF APPEALS. WHICH MAY EXIST. A REASONABLE AND DILIGENT ATTEMPT HAS BEEN MADE
/ G / PW fiI TO OBSERVE ANY APPARENT, VISIBLE USES OF THE LAND, HOWEVER, THIS
� �2 DOES NOT CONSTITUTE A GUARANTEE THAT NO SUCH EASEMENTS EXIST.133.8' Q� /� \� - - �I ti ONE 0 \ 00 SBU 6. THE ELEVATIONS DEPICTED HEREON WERE BASED UPON AN ASSUMED DATUM.
OLD
I 000 _
22A I I �\ FOUN- Pro I Grassed Area ` 6I \\X98 ` TO�eq cF. 7. LOT 24 IS LOCATED ENTIRELY WITHIN THE 'NON-DISCHARGE" ZONE WITHIN
TAX MAP 103 PARCEL 132 23A �Z6� \I TO BE EMOVE I P.
BVW e I S ` THE WATERSHED PROTECTION DISTRICT.
LOT 29 ON LANDCOURT 1 + I /Q I �, 57$- �,, _I 8. A MINIMUM OF 6 INCHES OF TOPSOIL SHALL BE PROVIDED IN GRASSED AREAS.
PLAN NO. 16372G
21 A Sp.
1 'Vo
47.2
0 ' �� Q ST 9
- Q'Je , / _ _ I
PROP-
SOIL
ROP I ` ��c UFR
SOI F
ce Z / Prop. Grassed Area /Q p� STOCKPILE
20A � • F �. / I AREA RECORD OWNER:
R°
9 1�,UP �e TAX MAP 103 PARCEL 25 ASSESSOR'S MAP 103 PARCEL 128
/ 1S" Q. f _ DH OSPREY REALTY TRUST
S102 9"E �' LOT 28 ON LANDCOURT 4'35 FND 861 TURNPIKE STREET
119.
b, Q 18" PLAN NO. 16372G S34•��pA' -% NORTH ANDOVER, MA 01845
S24•p0�31 E / 1S' 18 SO `700 4� r - - DEED BOOK 99 PAGE 141
/ 24" 24 PW SOS 3< `�,, s 14 X38»� Z NF N N 6UFFF ERS PI�`'"
R 0
9.73' BB BB -\ N wq E;U d-
5 g
16A 17A 19A 520`15'04"E _�+ - RS �N
r 6» s I '>> ULDER WALL yF0 cF, 53 � s =- GREAT POND ROAD
/ 24„ / '36
DH a'`'"-
24
„ / _
/ Prop. Mini-Manhole to be 6DH
2 TAX MAP 103 PARCEL 1
28
02, 6'47" -``.- 19 FN
provided at end of Existing SEWER MAIN Er __ 4FND _ 06.71'
25_� ��
- 31"E S23`5116"E SITE DEVELOP"NT - PLAN OF LAND
18A Bg Sewer Lateral --_,
7g" S12 23'31"E --
EOP � BENCHMARK: SEWER M
PK NAIL IN - W - J AiN LOCATED IN
SEWER MAIN z (¢
S OPG BIT. BERM BB MA►N
ELEV=100.00 PROP. TEMPORARY GRAVEL DRIVEWAY W SEWER NORTH ANDOVER, MASSA CHUSETT
W ��������5� ENTRANCE CONSTRUCTION DETAIL S
`�� (ESSEX COUNTY)
W J� P� F� Q�' Ex. Sewer Lateral per DPW Records p �G �P UPON EXCAVATION OF THE OLD STONE FOUNDATION W
�0�0 <j, 1000 ��� THE REMAINING VOID SHALL BE BACKFILLED WITH PREPARED FOR
J J 1 CLEAN SAND AS NEEDED TO THE SUBBASE GRADE
OF THE PROPOSED DRIVEWAY. �- DAVID & CORLISS PAOLINO
SCALE: > "= 20 DATE: JULY 30, 2012
GR AT OND ROAD
%"k OF S ��� TH OF M
PREPARED BY
GRAPHIC SCALE PRIOR TO THE PLACEMENT OF THE CRUSHED STONE REVISIONS o� s SULLIVAN ENGINEERING GROUP, LLC
SCALE: 1 =20 SUBBASE FOR THE DRIVEWAY THE DESIGN ENGINEER IV
�, 22 MOUNT VERNON ROAD
SHALL CONDUCT A DEEP OBSERVATION SOIL TEST o CIVIL co BOXFORD, MA 01921
FEET20 0 10 20 40 80 TO VERIFY SOIL CONDITIONS ARE CONSISTENT WITH TEST PIT #1. 1 9/5/12 BOARD COMMENTS JDS JDS 0.41586 � Fuel a (978) 352-7871
NO. DATE DESCRIPTION BY CHK'D L;,cS GISTER G\,�e� 7film
S/l1AlE�
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