HomeMy WebLinkAbout2012-11-20 Planning Board Supplemental Materials (20) DEFINITIVE SUBDIVISION PLAN LEGEND. LIST OF WAIVERS REQUESTED:
" �� EX. CONTOUR 1) SECTION VI - ROADWAY CONSTRUCTION
TURKEY HILL 2) SECTION 5.7.3. - PROJECT REVIEW FEES
LOCATED IN DECIDUOUS TREE (> 6" DIA.) 3) SECTION 6.8.1, TABLE 1A - MIN. ROW WIDTH 50' TO 40'
N. AND 0 VER, MASSACHUSETTS 0 SEWER MANHOLE
(ESSEX COUNTY)
CB F-1CA TCHBA SIN 34A
BIT. BITUMINOUS
PREPARED FOR 33A
TARA LEIGH DEVELOPMENT CONC. CONCRETE du 31A 32A B.v.w.
SCALE: 1 "= 20' DATE: OCTOBER 1, 2012 EOP EDGE OF PAVEMENT 35A
BVW BORDERING VEGETATED WETLAND
PREPARED BY 30A ' 00-0
A-11 �, WETLAND FLAG NUMBER/LOCATION
SULLIVAN ENGINEERING GROUP, LLC - '
22 MOUNT VERNON ROAD 29A
BOXFORD, MA 01921 w RESERVED FOR REGISTRY USE ONLY
(978) 352-7871 SHEET 2 OF 2 WETLAND 28A ENVIRONMENTAL ANIOAUGUST NORSEON BY 2012 RECORD OWNER:
j li,
LOT LA YO UT/SITE DEVELOPMENT I TLD,ELL OR'S MAP 96 PARCEL 4
- 115 CARTER FIELD ROAD
NORTH ANDOVER / 00e _ NORTH ANDOVER, MA 01845
27A F. I - DEED BOOK 13045, PAGE No. 176
PLANNING BOARD All OF
APPROVED UNDER THE SUBDIVISION 4�,��"� L / ho %��JG - I 36A ZONING:
CONTROL LAW UPON CONDITIONS $ ZONING DISTRICT.- R2
o H MIN. LOT AREA: 43,560 S.F.
° 13572 MIN. LOT FRONTAGE: 150 FEET
- - - - - - - - - - - - - - -
TAX MAP 96 PARCEL 2 MIN. LOT WIDTH: 100 FEET
f L t!► 4 26A N/F EDWARD + ANN STEVENS " ` MIN. CBA: 757
- - - - - - - - - - - - - - - / ,SB/EPLP
FND
- - - - - - - - - - - - - - - r:10F S _/ \ I CERTIFY THAT THIS PLAN
r" 25A / r I \ HAS BEEN PREPARED IN
tV ((402.24')) - - ACCORDANCE WITH THE RULES
- - - - - - - - - - - - - - - 0 CiVtL � 'Sp W \
�i�, S80°37
NOU Lbs — 16" \ I AND REGULATIONS OF THE
DATE:- - - - - - - - - - - - - �'QG1S1tR� a`� 24A -
REGISTERS OF DEEDS.
SSk1NAlE�6.
s
TH-1 \
� •— � / Prop. 500 Gallon Drywell
112.32 - w/60" Crushed Stone,
SBNDEPLP �'`� / 23A ��/ ' surrounding. \6� I _ GRAPHIC SCALE
S FJ� •ISIO Idle/ � 61.2' � - - � 20 0 10 20
/ 22A-1 oo, LOT 2 50,480 S.F.± -"- - - - - - - I ( IN FEET )
i - (45,999 S.F.± Upland) `� 1 inch = 20 ft.
C.B.A. = 1007. `
rC) y��/�` TOTAL LOT DISTURBANCE: Entire Roofed Arearrl -
� � m �� ��� DRIVEWAY: 5,920 S.F. to be hardpiped to Porous
r �, X �� �O Drywell
D � / / HOUSE: 1,800 S.F. / — — —
z v oN / YARD: 7,500 S.F. / PROP. DWELLING Pavement I
z U) � � S.F.f
� 0 21A TOTAL: '15,220 S.F. 3,200
rri
Ln
CIO PW I _
C? / / / ` -PSSILT FENCING TO BE \\
—�-- \ \ INSTALLED ALONG 100' p ali,
BVW BUFFER LINE
v 20A S80°S 0"W / \ / _ PRIOR TO ANY SITE _ I
/ \ WORK.
m -
/ 120.00 _ / NPROP. E—ONE I \
GRINDER PUMP
PROP. 1" TYPE K
373 30.9 \
COPPER WATER
19A SERVICE (PW)
I � I
PROP. 1 1/4" SDR 21 -PVC TREELINE
I \ \ I 1
/ I SEWER FORCE MAIN (4' COVER MIN.) I - I
l S6 —80� ali,
�
I \8 _
I \
LOT B - - L_188.50 - I
RECENTLY SUBDIVIDED & APPROVED ANR I -
BUILDING LOT OWNED BY TLD, LLC I
" 28„M -
�
17A 1
3' HIGH°FENCE
REVISIONS - EX. GARDEN AREA /
°
1 10/22/12 ADD DRAINAGE JDS JDS 1` 28"M ` %� ° o
NO. DATE DESCRIPTION BY CHK'D
z
`n
/ \ PROP. DRIVEWAY CONSTRUCTION 4 I o -P,�
_ TO MATCH EXISTING SITE GRADING O Q FFER,
SLOPE (SEE SITE PLAN) (NO PROPOSED GRADING CHANGES) o g��RgC��Rg
4" OF POROUS ASPHALT (POLYMER MODIFIED PERFORMANCE GRADE ASPHALT BINDER (PGAB) / / I \v / ,I \\ \ \ - ` 5`A° 5
4” OF 3/4" CRUSHED STONE �/ GARDENING o
II ( I \ \ °mss
12" OF BANK RUN GRAVEL SHED
3" OF 3/8" PEA GRAVEL
Lz1111 \ `
\\ ` i _ / SILT FENCING TO BE
4" OF 3/4" CRUSHED STONE I I I _I / — — — \ \ ° / INSTALLED ALONG 100'
EXISTING SUBGRADE MATERIAL °p ° BVW BUFFER LINE
I I I \ � \ �j
(ALL EXISTING TOPSOIL & SUBSOIL TO BE REMOVED) I I I I 20 'p� S ��5 PRIOR TO ANY SITE\ 7 WORK.
DRI VEWA Y CONSTRUCTION o
CROSS SECTION I i I i I — o- \
� •o
NOT TO SCALE STONE RET. WALL
NOTE ON DRIVEWAY SUBBASE CONSTRUCTION: I I I � 8 f \ \ � i BVW BOFFER
THE DRIVEWAY SUBBASE SHALL BE INSTALLED WITH I I I 1100
A TWO INCH OVERFILL AT THE OUTSET OF CONSTRUCTION. I I I I I \
THE OVERFILL WILL THEN BE REMOVED PRIOR ONCE THE SITE 3�" I ` 12 (TO BE REMOVED) \
IS STABILIZED AND PRIOR TO PAVING. THE SUBBASE SHALL / I
BE INSPECTED BY THE DESIGN ENGINEER FOR COMPACTION R=25.00' \
AND INFILTRATIVE CAPACITY AND, IF NECESSARY, SCARIFIED TOI II I LOT 1 = 55,249
S.F.±
THE DEPTH REQUIRED PRIOR TO PLACEMENT OF THE POROUS L=37.80'
ASPHALT LAYER. (557249 S.F.— Upland) z
N
rn �
I I I PROP. 1" TYPE K �° D
1 C.B.A. = 100 COPPER WATER I 1 p X
1) NO SAND OR SALT SHALL BE APPLIED TO THE POROUSI I I 0 / SERVICE (PW) 0 z O Z_
PAVEMENT AREAS DURING THE WINTER MONTHS. I I / L �
2) PAVEMENT SHALL BE INSPECTED AS REQUIRED TO INSURE STRUCTURAL I I I 1 I I I r-- L D �o
INTEGRITY AND FUNCTIONALITY. I I 1 I - 1 I / O
3) IF THE POROUS PAVEMENT BECOMES CLOGGED WITH SILT, SAND, OR OTHER I I I I 1 I I / PROP. 1 1/4" SDR 21 PVC N 4T D O
MATERIALS THE PAVEMENT SHALL BE VACUUM CLEANED. I I I I I / r— SEWER FORCE MAIN (4' COVER MIN.) I 0 11 m z �
4) THE OWNER OF THE SITE SHALL EDUCATE THE CONTRACTOR RESPONSIBLE I I 1 II I 1 I 1J +� Mon
FOR SNOW/ICE REMOVAL WHERE THE POROUS PAVEMENT AREAS ARE ON—SITE I 1 I 1 I I I -- � I U1 n O r
AND THAT SAND/SALT SHALL NOT BE USED IN THESE AREAS. I I i I Imo\\ W T m p W
J• �
5) THE DRIVEWAY SHALL UNDERGO VACUUMING AS REQUIRED TO PREVENT CLOGGING. I I I I EX. 1 STORY STRUCTURE ���\ 31.1'
6) SEALCOATING THE DRIVEWAY SURFACE IS STRICTLY PROHIBITED. I
1 I � I I sod � 0
7) THE DRYWELL AND PAVEMENT AREAS SHALL BE MAINTAINED PER PLAN. I 1 I 1 I ai 3 CAR GqR / °I♦
Q
OPERATION &• MAINTENANCE — POROUS PAVEMENT' II I II Ilz 1- 11 I \
Q .
SOILS INFORMA TION: II II 1 �' �' 11 I §1I 1 � rn
TEST PITS WERE PERFORMED BY I I CP v'_ I I I / \
JOHN D. SULLIVAN ///, P.E., C.S.E. I II 1 I I I I 1 24" 24 \
ON 8/29/12
TEST PIT: TH-1 I I I
ELEV.= 68.6'-4- 1 I I I I `- �t Cn
G.W. OBSERVED AT NONE
�
I II I I 1 IJ O �
0"-8" HORIZON A LS 10 YR 3/3 w aD I 1 1 \
8"-16" HORIZON B LS 10 YR 6/8 C° \
16"-70" LAYER C.• LS 2.5 Y 5/4 0 1 cQo BIT. CONC. 1
8"( DRIVEWAY It
SOIL MOTTLING 0 49" \
E.S.H.G.W. @ OR BELOW ELEV = 64.5' I I _ \ PROP. 12'W POROUS PAVEMENT
FILTER FABRIC MIRAFI 140N PERCOLATION RATE : 10 MPI SHELF 20"-38" I 1 I DRIVEWAY TO MEANDER TO
TO ENCLOSE TOP & SIDEWALL AREAS I 1 \ ' \\ MINIMIZE DISTURBANCE TO
ESTABLISHED VEGETATION.
3"
° n TOP ELEV=70.17' I 1 - \ � /
6 TDP I I \ — — — — — PROP. 1 1/4" SDR 21 PVC
° ° ° a SEWER FORCE MAIN (4' COVER MIN.)
ill
60" 0 u 4" DIA INLET \ TR
II I II I = INV ELEV=69.5' fFCINE
° ao
60" III- 00 � 03 o
1 cgs
° @ CO I=1 \
2'-0' - -
ITI' S H EA _ - - 28"
0 O OVO 0 III-
IIII �
I I II \\ \� \ \ \ \ 94, PROP. SEWER MANHOLE
=1 a _ \ \9 PROP. 4" SDR 35 PVC
=1 I 12» DRAIN HOLES 4 T❑ 1,5 TAPERED II I II �• ?� N86°49 09 E S
1 203.50 SEWER SERVICE S=0.02' \11 40.47
L I— BOTTOM OF STONE 243.97'
ELEV=66.5' \ EOP � I I SB/EPLP
3/4" TO 1 1/2" SECTION VIEW EOP FND�
WASHED STONE / EX. SEWER MAIN S
2' MIN. S
ITEM NO, WEIGHT �� BENCHMARK:
500 GALLON DW-SDW STANDARD 5,142# SEASONAL HIGHSEWER PW
GROUNDWATER
ELEV <= 64.5' GREAT (ASSUMED DATUM POND ROAD
PRECAST CONCRETE DRYWELL - 500 GALLON (SHALLOW) o
.� EX. WATER MAIN
NOT TO SCALE