HomeMy WebLinkAbout- Plans - 1270 TURNPIKE STREET 12/13/2020 EJW 5523(PRODUCT,400552311) MIN.6"THICK BIT. L+n�KEY��Cv+ 4
D +
OR EJIW 5524(PRODUCT#00552411) 1/4"TO CONC.COLLAR INSTALL Ca4fPOST/BARK MULCH FILTER SOCK(B/oDEGRAD(BIODEGRADABLE `:.
FRAME AND EJ/W 5520 12 (NOT A CON97RUC77ON SEQUENCE)
" 1/2" FRAME TO BE SET/N /
O )EROSION CONTROL PRIOR 70 ANY LOCUS
GRATE(PRODUCT00552060) FULL BED OF MORTAR NO PLASTIC,MN 12/ coNsmucnoN
A.... �..
MIN.2 COURSES OF #1270
RED CLAY BRICKS FOR
GRADE ADJUSTMENTS O BOTTOM WALL=1 3LOCK RETAINING WALL.TOP OF WALL=176.3.
J.
24 il"
°p SEAL ALL CONCRETE SECTIONS m
48 f l"DIA. O AD�1ST RIMS To MATCH PROPOSED GRADE. L EM
W/7H BUTYL RUBBER SEALANT s�
TURNPIKE
LOWEST INVERT OUTLET PIPE 4 SAWCUT AND MATCH 7D EX/S7JNG PAVEMENT: tiq
SEAL ALL OPENINGS 95,183f S.F. r RIINSTALL3 NEW CA7LYlBASIN. S>O
WATERTIGHT WITH 2.1851 f ACRES �_ O INV=nD.8 114
BASIN HOOD NON-SHRINK GROUT SUMP=166.8
o O i North Andover,Massachusetts 01845
(ELIMINATOR"
0 4,000 PSI..PRECAST 6 INSTAL[12'HOPE PIPE.
d OR APPROVED LENGTH=50,SLOPE=0.010 i
cam, M/N CONCRETE CONFORMING
EV EQUAL) REMOVE EXlS71NG AREA DRAIN AND INSTALL NEW CATCFIBASIN.
W17N ASTM C-478, R/M=173.15
y REINFORCING PER ASTM \ O lNV=170.3 CB/N LOCUS MAP SCALE. 1"=2000' ASSESSORS'
6" A-185 IM�17D_T OUT
COMPACT STRUCTURE SUMP=166.3 MAP LOT
sew as a e SACKFILL 70 95Z REMOVE EA7S7ING 4'PVC PIPE AND INSTALL 12"HDPE PIPE.
PER ASTM D-1557 _ :t'7, •`�1= $ LENGTH=43'SLOPE=0.010 107A 148
`' 0 12"MIN.DEPTH OF 2 j _ O PLUG HOLE FROM 4'PVL'P/PE AND CORE HOLE/N S7RUCTURE FOR
' CRUSHED S701VE .ff=� 9 NEW 12'HOPE PIPE.
UNDISTURBED SOIL OR SUBGRADE ITN; /Nv=>s988 PREPARED FOR:
COMPACTED TO 95X PER ASTM 0-1557 NOTE- CONICAL TOP MAY ALSO BE USED
u'�'A%:? ,(; 1 0 CLEAN EXISTING STRUCTURES.
CA TCH BAS/lV W/TH HOOD 1/=FA2v -
TYPICAL CROSS SEC77ON ss-A2
NOT TO SCALE _ "'EA29 DAVID
�'�-,A2y
11
EXIS77NG PROPOSED
�� � ;GDEO o � SAMPSON
----�a----- SURFACE CONTOUR WFA20 :._ Zg N� + :�=A3L C 11�R4L NOTES
N000 GUARDRAIL ,=A22 WFA1u J 1. ELEVA77ONS SHOWN HEREON REFER TO THE NATIONAL GEODE77C VER77CAL DATUM OF 1929(MEAN
EDGE OF PAVEMENT Rh k J SEA LEVEL).(SEE NOTE 3) 51 Elliot Street
2&75WOOD
,
26.75 2 WETLANDS SHOWN HEREON DELINEATED BY RIMMER ENVIRONMENTAL CONSUL771VG AND LOCATED BY
CURB ELE 70P AND BOTTOM :�' WFA1 i---- - - 011 Danvers,Massachusetts 01923
�e.�s cuRe£LEuanoN ;�" ✓°`�' HANCOCK ASSOC/A7FS VIA FIELD SURVEY 12/f0/2018
u SEWERLINE&MANHOLE W7H PIPE P J. BENCHMARK/S BASED ON A PLAN EN77TLE0 EXIS77NG COND177ON PLAN PREPARED FOR SEVEN HILLS
S
n t •
SIZE,MATERIAL&FLOW D/REC7T0/J _ `"A - p� f t FOUNDATION BY UHF DESIGN CONSUL TAN7S,/NC.DATED✓ULY 31,2001."
ss>_ ___'€ DRA/NLINE WITH PIPE SIZE MATERIAL ; PP `: yy_A-1.ttt 4. U77LI77ES SHOWN HEREON FROM FIELD LOCA77ONS OF SURFACE STRUCTURES.NO UNDERGROUND
- _ _ -
&Fzow DiREcnon CA & SDI U77LI77ES WERE INCLUDED AS PART OF THIS SURVEY.IT SHALL BE THE RESPONSIBILITY OF THE
MANHOLE 10 ".! ROOF 'FT^` .� - x
CON7RACTOR TO VERIFY THE LOCATION,SIZE&ELEVATION OF ALL U77LI77ES WITHIN THE AREA OF
` HANCOCK
DR-IN -
s'c+ WATER MANHOLE,WATER MAIN %" _ PROPOSED WORK AND TO CONTACT'DIG-SAFE"AT 811 AT LEAST 72 HOURS PR/OR TO ANY
WI7HS/zE TEE GATE VALV£& "'F 1= F`:17,>`"%\i' p� YP•'^\ EXCAVA170N,DEMOLl170NORCONSIRUCTION.
F/R£HYDRANT h,. -S�' .5 "71.8 171.9 ti
ExrsnNc unurr POLE W17H DEsravAnoN r'' � ill 5. FENCE INSTALLATION AND GRADING/S ALLOWED BETWEEN OCTOBER 157H AND MARCH 157Tf
�4 J JJJ ';= l� 6. THE CONTRACTOR SHALL VERIFY THE LOCA770N AND RELA77VE ELEVATION OF BENCH MARKS PR/OR TO
OVERHEAD W9RES AND GUY POLE ` 4; 10j;1 ;. `:�.�;� WFA32 O
_^` %`ay/;l C. WOODED COMMENCEMENT OF CONSTRUCTION.ANY DISCREPANCY SHALL BE REPORTED TO THE ENGINEER. ASSOCIATES
? UNDERGROUND EZEC7R/C LINES t,,. ^' Al CON, y ��.: 7. CONTRACTOR SHALL FURNISH CONSTRUCTION LAYOUT OF 517E IMPROVEMENTS THIS WORK SHALL BE
r UNDERGROUND ELECTRIC LINES
`.Y;f PERFORMED BY A PROFESSIONAL LAND SURVEYOR.
," �r
AND TELEPHONE' dj 1 8. SAFETY MEASURES,CONSTRUCTION METHODS AND CONTROL OF WORK SHALL BE RESPONSIBILITY OF
a CHAIN LINK FENCE W17H HEIGHT `",`'` +"•. �' 1 72°'D }` x, /
/ THE CONTRACTOR.
' '°FM 5 ' ::l ' Civil Engineers
6`, y Y \ a 9. ALL S/TE CONS7RUC710N SHALL COMPLY WIN THE NORTH ANDOVER DEPARTMENT OF PUBLIC WORKS
WOOD FENCE w7H HEIGHT
STANDARDS.
EDGE OF LAWN �-.. _ : I UNIT ".^ �` GR` �� ':� k-
v 1 O 0P \ a x 10.CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND OR REPLACEMENT OF ANY EXISTING
- 71- v:,A /
CONCRETE RETAINING WALL �?,, ;BCLTED =1 _ - \ tv. IMPROVEMENTS DAMAGED DURING CONSTPUC77ON THAT ARE NOT DESIGNATED FOR DEMOL177ON AND/ Land Surveyors
u?_ D 1
J N v V 1 OR REMOVAL HEREON.DAMAGED IMPROVEMENTS SHALL BE REPAIRED TO THE SATISFACTION OF THEIR
EROSION C�J7ROL FENCE --�ic; :.,,.,,,__ :: '•j, /,A, i -,<
1r 1'= OJ� I1\"r1\Ill t.� F RESPECTIVE OWNERS.
VINYL FENCE WITH HEIGHT x g J t 11x l t, 11.ANY INTENDED RE VISION OF THE HORIZONTAL AND/OR HER 77CAL LOCA7701V OF IMPROVEMENTS TO BE Wetland Scientists
SAWCUT J l lIt '�i � v= �-i- CONSTRUCTED AS SHOWN HEREON SHALL BE REKE6fED AND APPROVED BY ENGINEER PR/OR TO
CONCRETE BOLLARD c 1 1 -,.- ll� l `F3•' a: " � IMPLEMENTATION.
u,. l 12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING HORIZONTAL AND VER77CAL MEASUREMENTS
SNOW STORAGE <:=.,1 � `',a J,rt-� ELEC. =Y=\,. .A��c' =7<:arY` ='� •�,
® I L. 5
h:ETER _��,. FOR ALL SUBSURFACE STRUCTURES.THIS INFORMATION SHALL BE REPORTED TO THE ENGINEER.
;\ ;0;SS �,,,^„� r 185 CENTRE STREET,DANVERS,MA 01923
=232o SPOT£LEVA77ON -- 1 P.00F �Ry_ 07AD/NG AND U77LITY PLAN N07ES VOICE(978)777-3050,FAX(978)774-7816
LIGHT POLE DR IN �; P 69-59 WWW.HAN000KASSOCIATES.COM
\� 3U'' ROOF
�+,� } 6 e_;GE: 1. LOCA77ONS OF EXIS77NG UNDERGROUND U77L/77ES/OBS7RUC770NS/SYS7EMS SHOWN HEREON ARE
SEWER MANHOLE O LIMIT OF 200'RIVERFRONT AREA DR 1 �_ ;L ��
l T£ TrtOUG r� APPROXIMATE ONLY.ALL U77L/T/£S OBS7RUC77ONS SY57EMS MAY NOT BE SHOW..CONTRACTOR SHALL
'J BE RESPONSIBLE FOR LOCA77NG AND PRO7EC77NG ALL UNDERGROUND
U L>RA/N MANHOLE � .Ir.i "73 5- 1 Zn;, �� ti�'GRASJ 1%.I A � `,`�FE`
S9C SLOPED GRANITE CURBING 1 0 ) A j `' ' UTIL/TIES/OBSIRUCTIONS/S>57EMS,419/E7NER OR NOT SHO{MV HEREON
r
_ v-
"D•vt-tiSIREA ''�-- _ 2. UNLESS OTHERWISE SHOWN,ALL NEW U77LI77ES SHALL BE UNDERGROUND.
PERENNIAL STREAM v-ENE,>R.. _ '1`/\ ' A` h;"Q±+, /rET B2 J. RIM ELEVA770NS SHOWN FOR NEW STRUCTURES ARE APPROMMAIF AND ARE PROVIDED TO ASS/ST
O O 200'RlV£R FRONT RESOURCE AREA uF`'s BRICKu _ CONTRACTOR WITH MATERIAL TAKEOFFS FINISH RIM ELEVATIONS SHOULD MATCH PAVEMENT,GRADING
^rBLNDF 1
" ,
-DO PRIORITY HABITAT 1994 t l;: OR LANDSCAPING,UNLESS SPECIFICALLY INDICATED 07NERN9SE
9 LIMIT OF BOROER/NG VEGETATED WETLAND ,1.1, `` •✓ ,,, �• 4. WHERE EXISTING UTILITY LINES SRRUCTURES ARE TO BE CUT ROKEN DOWN ABANDONED,
hFA 2 WT7H FLAG NUMBER - I F'" 1 t=" LINES STRUCTURES SHALL BE PLUGGED CAPPED FILLED/N ACCORDANCE W/TH OMER REQUIREMENTS:
=1 i3.uv:t 10 ?4.C16_+ TK A` - 5. STRUCTURE DETAILS FROM INDEPENDENT VENDORS ARE CONSTAN7Z Y CHANGING.PRIOR TO
O LIMIT OF 100-FOOT WETLAND BUFFER ZONE _ �`S .� Ert i 2"}. _ ._-
..�2x ,TC'R:AGE #'E� _ _. :;;'. WI B
N1'=1 1,i IN CONSTRUCTION,THE CONTRACTOR SHALL VERIFY THAT DETAILS SHOWN MATCH CURRENT DETAILS
•--•- LIMIT OF 25-FOOT NO DISTURB BUFFER ZONE ` ;I w _
OUT,' / AND SPEC/F/CA 77ONS FROM VENDORS.
CONc, 2 PROPANE' vOD CU^RD'',
LIMIT OF 50-FOOT NO BUILD BUFFER ZONE -t.❑ - - = 6. CONTRACTOR SHALL INSTALL ALL PARKING AREAS AND WALKWAYS/N ACCORDANCE W/7H APPLICABLE
N / 4'EK' h:9 NKu - RATE 41 D 12/13/20
F.11 1j 111 7v.5i ADA AND MAAB REQUIREMENTS INCLUDING BUT NOT LIM17ED TO THE FOLLOWING.•
l FOP,P h.P Q
TEST PIT F`� ( ! c-'"
B " + " HANDICAPPED SPACES AND S7RIPED AREA SLOPES SHALL NOT EXCEED 29'IN ANY DIRECTION.
r�,; � ,.::-�ION;r �;��I,;�
r ---- • HAND/CAPPED RAMPS SHALL NOT EXCEED 8X FOR A MAXIMUM VERTICAL DISTANCE OF 6 INCHES
_� :ti 1
ia4 7,,T;`a.o3 ,< SIDEWALKS SHALL HAVE A MAX/MUM SLOPE/N THE PATH OF IRAVEL OF 5.Z AND A MAX/MUM
IT.CO
APUi,= ,� CROSS SLOPE OF 29'CONTRACTOR SHOULD NOT LAYOUT SLOPES EXCEED/NG 4.5%AND 1.59'
�3-56 ST.:TION i,w ?5, RESPECTIVELY TO ALLOW FOR CONSTRUC77ON TOLERANCES/F THE CONTRACTOR DEIERM/NES THAT
4 FA:1 I► 8 EASE ENT \ n 174.10 �1 NO
THE REQUIRED SLOPES CANNOT BE ACHIEVED,THE CONTRACTOR SHALL BE RESPONSIBLE FOR
F/L IBEX F/L TER SOCK r� 1173 `.i v „ aS REPOR77NG THE/NFORMA 77ON TO THE ENGINEER FOR RESOL U7RON.
r;
T` 1 C'I 4 �� 7. ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE 6"ABOVE THE BOTTOM OF CURB UNLESS
_� 1 iitl
:_C:C:C: ( _ - !'� OTHERWISE SHOW
GUARD RAIL " /,DOD
8. WHERE NEW PA V/NG MEETS EXIS77NG PA WNG,MEET LINE AND GRADE OF EXIS77NG WITH NEW PA LING.
v , SHED 1p 9. AT LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION,THE EDGE OF THE EXISTING
W t 1iJ�.1:J
X �I BIRANKING _-,<b � 1,' A � PAVEMENT SHALL BE SAWCUT TO A CLEAN,SMOOTH EDGE
' 10,EXCAVATION REQUIRED WITHIN PROXIMITY OF EXISTING U711TY LINES SHALL BE DONE BY HAND.
PARKING 3;.
FLOW ^ RIM=1 i 4 5 LOT 50'NO BUILD 1 DLC 12.13.20 REMOVE 3 SPACES,ADD FENCE&HEDGE
EXISTING SOIL TEST DATA T CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING U77LITY LINES OR STRUCTURES INCURRED
x - 4 ,_ISE CONC 'f J
GRADE £VALUATOR ✓AMES L POLAKlEW1C7,E/T,S£ FNi%=1'2.52 OUT -1 DURING CONSTRUCT/ON OPERA77ONS AT NO ADD177ONAL COST TO THE OWNER.
- PAD ," ^.u':vCj: NO.BY APP DATE ISSUE REVISION DESCRIPTION
\ \ \ \ HANCOCK ASSOC/A 7E5' - -'-�^£� - "'-- /
"^ivu.`TI. ,73.9r ';. 11.CONTRACTOR SHALL VERIFY ALL PROPOSED TOP OF CURB ELEVA770NS BEFORE PROCEEDING WITH ANY
A�F, 7'- ;_^ v_ :, 85 i.UU R=`7r a CONSTRUC770N AND ADVISE THE ENGINEER OF ANY DISCREPANCY WHICH MAY IMPACT DESIGN. DATE: 10 30 20 DESIGN BY: DLCIP1 r\ D:.ES
7=,v- 12.ALL DISTURBED AREAS NOT COVERED WITH PAVEMENT,S7PUC7URES,INDIVIDUAL PLAN77NGS,OR MULCH SCALE: 1"=20'DRAWN BY: TJR/MJA
0-8" Ap SANDY LOAN z�� - 3.5 l� R=,'-'..3t_: I=1 2.8'NE`
B-3D" Fitt trrAVtz[Y[oAMYSANO c�Btes FIRM IN PLACE 1 SHALL HAVE LOAM AND SOD,OR LOAM AND SEED AS SHORT ON THE LANDSCAPE PLANS OR AS APPRVD.BY: DLC CHECK BY: ESS
30-3e" FILL LWA4*ur SAND YLDAM FIRM/N FYACE 7 =1 v2.r=''` DIRECTED BY THE ENGINEER.
/^\S/LTAT/ONBARR/ER .6-98• RU GRA4IUYSANOYLOAM COBBLES Nam\ `�_`; \ r; s °� �A SIT, -GNC.���, -
! 1 98-101'Ab(0)SILT PEAT -- i� -i?,,, 1 13._ `_ � -66 g 13.ALL UNDERGROUND S7PUC7URES AND U77LI77ES SHALL BE CAPABLE OF W/1NSTAND/NG H2O{4?-/EEL
W. 7`6 0 LOADS
CROSS SECTION aEDOT o se Pos�e[r cYD xETLANO SURFACE q\ 7v, t s:' sV''DRECORD 14.THE CONTRACTOR SHALL FIELD VERIFY THE LOC4770N,SIZE,INVERTS AND TYPES OF EXIS77NG PIPES
NOT TO SCALE MACHINE MAXED OUT AT 101' €4'F.': : A LOCATION CE S
MH
5 / AT ALL PROPOSED POINTS OF CONNECTION PRIOR TO ORDERING MAT£R/ALS WHERE AN EXISTING
4 J`T BIT.C ON373.s t73.s5x 'A,O.D ;DC-FIELD oc=ER`=E°i U77LITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK,THE LOCATION,ELEVATION AND SIZE OF
f: ;} 7U T2 - 7Y 1- GRADING AND
0-9' Ap SANDY LOAM F,.S ;173.50 173.555,r 1 THE U77LITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY AT NO ADDITIONAL COST BY THE
9-24" F/LL GRAVEZLYSANDYLOAM 'R:I S n 7 x L.; CONTRACTOR,AND THE INFORMATION FURNISHED IN!1-RlT/NG TO THE OWNERS REPRESENTATIVE FOR DRAINAGE
W 74.. v 7P7 C�.
24-.36" FILL GRAVELLY SANDY LOAM RRM/N PLACE COBBLE 1 � I .,`, p '`•0 .73 � THE RESOLUTION OF THE CONFLICT.
36-81' Bw LOAMY SAND COBBLES ;' 100'BUFFER 15.SIL T FENCE AND/OR HA YBAL£S SHOWN HEREON SHALL BE INSTALLED BEFORE EARTH DISTURBANCE
e1-e9' c cYAr
W. `.fjFA3 '� - rI °,l 1 3.80 173.70 �.•� ,73.s ',�- PLAN
REDOX®24' VPA1 {-•' r� '7�"II _ OCCURS W/7H/N BUFFER ZONE,AND SHALL SERVE AS THE LIMIT OF K�ORK.
No REFUSAL F #505-1 16.ALL POINTS OF CONSTRUCTION EGRESSOR INGRESS SHALL BE MAINTAINED TO PREVENT 7RACKING OR
E.RISERS GRASS -`L' FLOWING OF SEDIMENT ON TO PUBLIC ROADS.
hr 8 _ 73.25EX I.v5 13.2
ELEVATION BENCH MARKS 17 _x a � � [, - - )WGULATORYNOTES
BIT. vNC. (' 17u.7 UP 1=47-1
\ SE4{TRLINE POSSIBLY
GPI�' n 'c�-' PLOT DAM.De.13,2020 54 pm
DATUM: N.G.V.D.OF 1929 SEE NOTE 3 GRASS
u { " 7 1. CONTRACTOR SHALL CONTACT DIG-SAFE"FOR AN UNDERGROUND U77LITY MARKING AT 811 AT LEAST PATH:F:\Civil 30 Pro a e\21942-Sampson-Ando\DwD\
PH 1994 J`,G :` 7.7 7T.1 T 72 HOURS PR/OR TO THE COMMENCEMENT OF ANY WORK.
-ov ov ov 40 4 1�.v 2gi;;r
N0. DESCRIPTION ELEV. C ``-''$""` '1798 GRASS _ 2. CONTRACTOR SHALL MAKE HIMSELF AWARE OF ALL CONSTRUCTION REQUIREMENTS,CONDITIONS AND DWG: 21942 SP4-RI wg
=k � a€ `' 'D`GS L/M/TA7701VS IMPOSED BY PERMITS AND APPROVALS ISSUED BY REGULATORY AUTHOR/77ES PR/OR TO THE
1. SPIKE SET-WD.GUARDRAIL POST- ;,;Y 7 u.5• i 5,94 7-1,
74.25 u7 COMMENCEMENT OF ANY WORK.CONTRACTOR SHALL COORDINAIF AND OBTAIN ALL CONSTRUCTION LAYOUT: C1
1.0'A.G. 174.18' 0 10 20 40 SO 72.vO S
BIT.CONS. SALEM TURNPIKE ROUTE 114 SIT CONu. CPERMI ONST5 7701V EDBYREGULAJORONFORMRl7 T C1
2, ( ) ��� J. CONSTRUCTION ACTIVITIES SHALL CONFORM TO THE RULES AND REGULATIONS OF THE OCCUPATIONAL SHEET: 1 OF 2
- SAFETY AND HEALTH ADM/NIS7RA770N(OSHA). 2�942
3• GRAPHIC SCALE: 1 INCH=20 FEET PROJECT NO.: