HomeMy WebLinkAbout- Plans - 1270 TURNPIKE STREET 12/13/2020 (3) TOP RAIL POST TIE WIRES COASTR(/CWN KEY NQMS� PARKING SUA/AMRY.•
TIE WIRES ®15"CENTERS (NOTA CONs7RUC77ON SEQUENCE)
TOP RAIL EX/SANG PARKING COUNT 19 SPACES
TERMINAL ®24" INSTALL COMPOST/$ARK MULCH FILTER SOCK(BIODEGRADABLE,
ERS LINE POST '
POST CENT $BOTTOM
NCONSSMICC/• N 12)EROSION CONniOL PR/OR TO ANY PROPOSED PARKING COUNT 25 SPACES
STRETCHER
BAR INSTALL SEGMENTED BLOCK RETAINING WALL.TOP OF WALL=176.3. // ^A�O
OF WALL=1733. / FT.*5,700 SO..FT.=19 SPACES SS L/
TRUSS
IN.DIA.
TRUSS ROD 5 FT. NOTE:ALL POSTS ] INSTALL CONCRETE STEPS. TOWN OF NORTH ANDOVER,MA
ARE 7'-6"MIN. / SECTION 195-8.5 SALEM
HOOK BOLTS
4 NSTALL 6'VINYL FENCE PER FENCE COMPANY DESIGN. PARKING SPACE=9 X 18
aBOTTOM OFFENCE SHALL BE 2"OFF OF FINISH GRADE. PARALLEL SPACE=8'X 22' TURNPIKE
HAND/CAPPED VAN SPACE=9'X 18'
LID I� " -1 HANDICAPPED CAR SPACE=9'X 18'
42"MIN. .1?. BRACE RAIL 36"MIN. 16' OINSTALL DOUBLE 6'WIDE GATE PER FENCE CANPANY DESIGN. -
48
95r183f S.F.
CONCRETE NOTE: LINE POSTS MAY OREMSE�EXrsnroe BRUSH,GRADE SLOPE,.&PLACE 6"OF LOAM 2.1851 t ACRES North Andover,Massachusetts 01845
BE DRIVE SET TO 40"MIN. ROUND T
1•_D" 10"MIN.Dw. BELOW GRADE AND CONCRETE O w/GROUT
OMITTED. MORK FOR FENCE LOCA 77ON&GRADING MAY ONLY TROWEL
10 FT.MAX OCCUR BETWEEN OC70BER 15TH AND MARCH 15TH. FINISH
11 ASSESSORS
CHAIN L/NK FENCE ORF-SMPE EAIS77NO PARKING LAYOUT. 610 CONCRETE
CROSS SECTION FILLED GAL VANizED MAP LOT
NOT TO SCALE STEEL P/PE,
TALL CONCRETE BOLLARDS ADJACENT 70 W0�SHED. a 1 O7A 148
01N, _ PAINTED(COLOR o
— = BY OWNER)
EL.176.3 GRIND AND MILL EAIS77NO PAVEMENT,R£-GRADE,AND INSTALL&NUMINOUS
TOP 4"x12"SPLIT-FACED GRANITE CURB, 1 Q CONCRETE PARKING LOT. VV A2T 7ROHEL FINISH
COURSE PREPARED FOR
"•• 1.0' 6" FULL MORTARED JOINTS(MHD TYPE `�+EA27
BINDER MIN. 45' SAJ1/2"TO 2"
EL.175.3 y' COURSE FIN/SH GRADE OINITALL CONCRETE BUMPER BLOCK AT TH£EDGE OF EACH PARKING SPOT(TYP.) :rlF 2 „I
r_r, FINISH SURFACE
OMAINTAIN EXlS77NG CURBING
CONCRETE RETA/N/NG WALL r1FA23 J
`'•'•` �° UNTREATED BASE COURSE W__29 DA V ID
i•,:. ° °'rio.'':':;i;:;: , i.>.;:,2v: CONCRETE BASE
COMPACTED TO 95X PER 13 REMOVE EXISTING CURBING.
;� GRAVE(BASE°°D Via.e :^° ASTM 0-1557, SEE PA<E °'��' 1 .t r ' SAMPSON
°.o.�.e° °°` _°e ate° MENT SPEaRCARON FOR = of
.....
3000 P.SI. °�� e/� ' BASE COURSE MATERIAL) OS4 WCUT AND MATCH M EXISTING PAVEMENT. _ „WOODED
EL.173.30 `E-20 N/ + %
CEMENT SUBGRADE COMPACTED ' £,
CONCRETE 14"MIN TO 95X PER ASTM 15 INSTALL SLOPED GRANITE CURB.
WFA22 FA1 ,\
CO/VCRETE RETAINING WALL D-1557 EGx F ;\ s 1 Elliot street
SLOPED GRAN/TE C�/lgB OLOW ;A- 6 Danvers,Massachusetts 01923
EVERGREEN SHRUBS
O�.
CROSS SECI0N
CROSS SECTION f x ov O
NOT TO SCALE NOT TO SCALE
OFROPOSED PARKING STRIPE(TYP.). `tJ-A21 1
Slr; ;'. / V ap•-( x `NFA.-�j;{ BOLLARD
0EAYS-77NO WOOD GUARD RAIL 70 REMAIN.ADAIST LOCA770V AS NEEDED. e> / S =" `\``7' TYP. CROSS SECTION HANCO CK
W—Al6 '-^1;% E NOT TO SCALE
POST MOUNTED 0FR-OSED NOW GUARD RAIL. v`� �' �� ='Jx 0��•``` \ /\ �- 21 .� ASSOCIATES
l F:v2
POST MOUNTED /'� 0
" Oq
VAN ACCESSIBLE PARKING" C., \ o
) ACCESSIBLE PARKING"SIGN TYP QO a CO,yC =OuDED o
S.I�lYP ( J 5;4WCUT AND MATCH EXIS77NG CONCRETE LANDING -'
CURB CUT CURB CUT v tig / Civil Engineers
21 EX/SWF
771VG RIP RAP TO BE REMOVED. ; /
0FROPOSED_SNOW STORAGE ,�v� mow' A, j � � 3 •-� `r:.R SIP v_= x � Land Surveyors
0£X/S17NG PAVEMENT TO REMAIN. : j \.a
einlMiNous ` Wetland Scientists
CONCRETE ` x DEv 111\' � 4
1 l
PAVEMENT r
5 12 OPROPOSED 4'FENLE � x \
e n PIN ''•'••'"•< t ::a ,r... iJT�\ \ _.�.....' �,i
'F 1 "' / 185 CENTRE STREET,DANVERS,MA 01923
4"WIDE PAINTED WN/7E 5 � �('� l 1 CCC � VOICE(978)777-3050,FAX(978)774-7816
�0 LINE STRIPING(TYPJ l
PMFER 1:' 1 rr r 5 d Q WWW.HAN000KASSOCIATES.COM
6'70 END OF GN _ -. .75'`. �
PARKING SPACE 3 0" 1/ O OLIMIT OF 200'RIVERFRONT AREA
� 1.
l 1' ASS 1 72 o
.`•+On I I
9=0" 8'0" W.
9=0" 6 h xVr=c
VAN ACCESSIBLE SPACE ' -A1` BIRICK V1Y
n•
ACCESSIBLE PARKING SPACE > 1 75.0 k,
NOTES- = r;:-
a'-A'2
r
NOTES 8 � F RI_Y.A `.-v=_ 18
1.MAXIMUM SLOPE 2X/N ANY DIREC770N
1. BUMPER BLOCKS TO BE SET AT EACH PERIMETER
2.LOCATE SIGN WITHIN 10 FT OF ACCESSIBLE SPACE. t OP U= ==
PARKING SPACE WHERE CURBING/S NOT TO BE F �t
J.PROVIDE AN ACCESSIBLE CURB CUT AT EACH ACCESS AISLE BETWEEN ACCESSIBLE SPACES INSTALLED&ELSEWHERE AS SHOWN ON DRAWINGS. / 1 I_ 2 - F ti u'. t2/t3/2a
CON GPAN
2 USE 4,000 LB.AIR ENTRAINED CONCRETE ` p -A N K S `f FB T
FA11 / u:ALK f p
* OR PUMP,}
Tiov x 3
ACCESSIBLE PARK/NG STALL DETAIL e�/M �o
12
_ .� 3
NOT TO SCALE NOT TO SCALE `' O BIT CO NC. 9
12 P Im G
APPLY FULL COVERAGE =A`C* �H24} STATION \ µ 1 Q
18't 2 I EA E.ENT \ � 23'NO �
� O
COURSE THICKNESS TACK COAT AT JOINT COMPAC77ON REQUIREMENT �
1 112 TOP :'.;,:;-<.... — 6't \\ 12't
.U... IL 15 f _LEST PER AASHTO T166 SEE NO7F[1J 0R A >\
16 \ \
I
slt, t:0 —
RD - Q
2 1/2"B/NDER a a„ TEST PER AASNTO 7766.SEE NOTE-[1J ' \I
`idFA9 BITUv+IN=JUS =I
oa oaa oo° 171 / +1
6"BASE o o ° 959 7EST PER ASTM D-1557 PARKING c1 1 DLC 1Z13.2O REMOVE 3 SPACES,ADD FENCE&HEDGE
LOT N 50'NO BUILD n
o. °
°
f ,'
,C N0.BY APP DATE ISSUE/REVISION DESCRIPTION
O o°o / — ————— 5R ^YG > DATE: 10 30 20 DESIGN BY: DLC
6"SUBBASE O°° °O °�° o ° 95�TEST PER ASTM D-1557 = ( t_ SCALE: 1"=20'DRAWN BY: TJR/MJA
° d ° o° _ F \ 1 5R 25 1 9 APPRVD.BY: DLC CHECK BY: ESS
SUITABLE SUBGRADE%i��%i��%i��%i�%i�%i�%i��%i�%i��%i�% 95�ZEST PER ASTM D-1557 14 Nam\ ppao BIT.CONC.
NOTES t?A.7
[1]COMPACT TO TEST AVERAGE OF 95�f2.5X ` y µ I 17 LAYOUT AND
y�FA�1 �e
Q D RR BIT.C C. OD
MAX/MUM AGGREGATE 17, F 5l 13 a SR 512 st MATERIALS
MATERIAL SPECIRCARON OR PARTICLE SIZE(IN.) al'' R"_ * Y1
O �k 100'BUFFER
TOP-B17UMINOUS CONCRETE CLASS/TYPE l-1 1/2 ( 24't }' w I t PLAN
DHSB ,"FA1 /:jFA.2 :..F y 15
MHD M3.11.03 (FD) .'FAT 1/2"I.ROD
BINDER-B17UMINOUS CONCRETE- CLASS/,TYPE/-1 1 f 0.6'A.G. 350.00' GR i S§ n (FD)FLUSH
BASE-DENSE GRADED CRUSHED STONE MHD M2.01.7 1 1/2 _ — 75.00'
D ' l: PLOT DATE:Dec 13,2020 5:56 pm
/�]F /BIT. NC.
4 Q �j'/ CD T_ Y � 4 t PATH:F:\Civil 3D Pr°jacie\21942-Sompe°n-Andover\DWG\
SUBBASE-GRAVEL BORROW MHD M1.03.0 TYPE C 2 SEE SHEET C1 FOR N07FS AND LEGEND. P,SS `;;;/ 16 11
PH 1994 AV—AV� 14 DWG: 21942 SP4-RI wg
0 10 20 40 80 G i'vS
BITUMINOUS CONCRETE RA DEMENT .f LAYOUT: C2 C 2
r,�L
NOT TO SCALE GRAPHIC SCALE: 1 INCH=20 FEET BIT.CONC. SALEM TURNPIKE(ROUTE 1,14) BIT.CONC, SHEET: 2 OF 2
- - PROJECT NO.: 21942