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— — — 1. CONiRACiOR LOMED AND SEEDED AREAS INDICATED. >: d n
LOM WAS INSTALLED AT A MINIMUM OF 6' DEEP AND a B r
GRADED TO MATCH EXISTING GRADES AT PROPERTY UNE. i J
1— uuir of 2. CONTRACTOR PERFORMED SUBGRADE PREPARATION AND
l rvLTurvos M
COMPACTION IN 02300-EARTHWORK.NCE WITH SPECIFICATION <� q SECTION 02300-EEARTHWORK.
3. CONTRACTOR DEMOLISHED AND REMOVED EXISTING
\ SIDEWALK AND CONSTRUCTED NEW BITUMINOUS CONCRETE $
SIDEWALK IN ACCORDANCE WITH DETAIL SHEET D-1 AND R)
/ SPEanCATON SECTION 02]]5-SIDEWALK CONSTRUCTION
AND REPLACEMENT. CONTRACTOR COMDINATD WITH CITY 99F
OF SALEM POUCE TO PROVIDE TRAFFIC AND PEDESTRIAN Es
\ \ PROTDTION (INCLUDING BARRICADES, JERSEY BARRIERS.
�F 100 YEAR FLOW ZONE " POLICE DETAIL ETC.) DURING CONSTRUCTION OF
g \ �... SIDEWALK.
4. CONTRACTOR INSTALLED TEMPORARY CHAINLINK
CONSSIN UCTACCORDANION NCENWITH SPECIFICATION G AROUND THE IMWETEPOOF THE
•`: _` �_ �� 02821-TEMPORARY CDNSTRUCTON FENCING.
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CONSTRUCTION OF PAVED
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297-305 BRIDGE STREET, SALEM, MASSACHUSETTS
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i DRAWING INDEX MARCH 2013
SHEET TITLE
G-1 ABBREVIATIONS, NOTES & LEGEND
C-1 EXISTING CONDITIONS PLAN
C-2 PARKING LOT GRADING AND DRAINAGE PLAN
C-3 LIMITS OF EXCAVATION PLAN
C-4 PARKING LOT LAYOUT PLAN -
D-1 DETAILS
D-2 DETAILS
a D-3 DETAILS
s 90% DESIGN
x WestenampSon® 3/7/2013
Five Centennial Drive, Peabody, Massachusetts 01960-7985 File No. 195-74
CDP RIGI 2012 WESTDN k SPMPSON
LEGEND ABBREVIATIONSCONSTRUCl10N NOTES: 4� g
DESCRIP71ON EXI PE PROPOSED AC As CEMENT PIPE W LUMP SUM 1. EXISTING SPOT GRADES, PROPERTY LINE, UTILITY, EDGE OF E E
SANITARY SEWER s— ACCMP ASPHALT COATED CORRUGATED METAL PIPE PAVEMENT AND LOCATIONS OF EXISTING ABOVE GROUND �Om
-B'S PVC- MAX MAXIMUM
ARV AIR RELEASE VALVE MB MAIL BOX FORGE MAIN ---ru--- --g'FM DI-- ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS HOCMETROPOLITAN DISTRICT COMMISSION SMUCTURES OF SALEM ENGINEERINGN MOM A DEPARTMENT.PLAN
ONAL-BY DUAILm
WATER MATH w— -6•W DI- BC BITUMINOUS CONCRETE MOPW MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS FIELD LOCATED BY WESTON k SAMPSON IN AUGUST, 2012. $_
STORM GRAM o— -18'D RCP- BIT BITUMINOUS MECH MECHANICAL n
BLDG BUILDING MH MANHOLE 2.LOCATIONS OF EXISTING PIPES, CONDUITS. UTILITIES, FOUNDATIONS, ;A%
GAS c —4'G— BM BENCH MARK MaesDOT MASSACHUSETTS DEPARTMENT OF TRANSPORTATION j
BO BLOW OFF MIN MINIMUM AND OTHER UNDERGROUND OBJECTS ARE NOT WARRANTED TO BE .-..
UNDERGROUND ELECTRIC —uE —UE— BV BUTTERFLY VALVE MISC MISCELLANEOUS CORRECT AND THE CONTRACTOR SHALL HAVE NO CINM ON THAT
UNDERGROUND TELEPHONE T —T— CAN CABLE TELEVISION MJ MECHANICAL JOINT ACCOUNT SHOULD THEY BE OTHER THAN SHOWN. C-
CS CATCH BASIN MMA MASSACHUSETTS WATER RESOURCES AUTHORITY 3.EXISTING SUBGRADE ELEVATIONS ARE APPROXIMATE AND
OVERHEAD WREB ow— —OW— CC CONCRETE CURB N NORTH ESTABLISHED BY OTHERS AS PART OF THE CONTRACT FOR
AREA TO BE DEMOLISHED OR ® CI CAST IRON NE - NORTH EAST PCB-CONTAMINATED SOIL CLEANUP. CONTRACTOR SHALL PERFORM
EQUIPMENT OT BE REMOVED T. CENTERLINE NW NORTH WEST SUBGRADE PREPARATION AND COMPACTION IN ACCORDANCE WITH
Cl- CEMENT LINED OR CENTERUNE NF NOT FOUND SPECIFICATION SECTION 02300-EARTHWORK.
SANITARY SEWER MANHOLE 0 • STH CMP CORRUGATED METAL PIPE NO OR Y NUMBER 4. ELEVATIONS REFERENCED ARE NATIONAL GEODETIC VERTICAL DATUM
STORM DRAIN MANHOLE ® SDMH CONC CONCRETE OD OUTSIDE DIAMETER (NOVD), DATUM OF 1988.
CU FT CUBIC FEET PCCP PRESTRESSED CONCRETE CYUNDER PIPE
ELECTRICAL MANHOLE 0 , EMIT CY CUBIC YARD PE PLAIN END, POLYETHYLENE 5. THE CONTRACTOR SHALL CALL DIGSAFE AT 811 OR 1-888-344-7233
TELEPHONE MANHOLE D 0 TMH D STORM DRAIN, DEPTH FROM RIM TO INVERT C PROPERTY UNE AT LEAST 72 HOURS, SATURDAYS, SUNDAYS, AND HOLIDAYS -
DI DROP INLET, DUCTILE IRON PL PLATE EXCLUDED, PRIOR TO EXCAVATING AT ANY LOCATION. A COPY OF THE
CLEANOUT . GO DIA DIAMETER PVC POLYVINYL CHLORIDE DIGSAFE PROJECT REFERENCE NUMBER(S) SHALL BE GIVEN TO THE
W DMH DRAIN MANHOLE PLAIT PAVEMENT OWNER PRIOR TO EXCAVATION.
CATCH BASIN a ❑CB DWG DRAWING Rd REINFORCED CONCRETE PIPE B. CONTRACTOR SHALL NSR AND EXAMINE THE SITE TO FULLY
HYDRANT { - E EAST, ELECTRIC ROW RIGHT-OF-WAY UNDERSTAND ALL THE CONDITIONS PERTNNING TO THE WORK.
GATE VALVEEA EACH RT RADIO TOWER UNDERSTAND DIFFICULTIES TO BE ENCOUNTERED, UNDERSTAND THE
pO EF EACH FACE ROD ROM QUALITY - SCOPE OF THE PAVED PARKING WT WORK FDR ALL SYSTEMS
CHEM VALVE ELEV ELEVATION S SEWER, SOUTH, St-i-ELEVATION WHETHER SHOWN OR DESCRIBED AT NO ADDITIONAL COST M THE
CURB STOP EW
EDGE OF PAVEMENT SE SOUTH EAST OWNER.
EW EACH WAY SECT SECTION
BUTTERFLY VALVE EXIST EXISTING SF SQUARE FEET ]. ALL WORK UNDER THIS CONTRACT SHALL BE UNITED TO THE _
BALL VALVE kRG FLANGE ENT SHEET 'UMIT OF WORK' BOUNDARY SHOWN ON THE DRAWING.
R FEET, FOOT SPEC SPECIFICATIONS B. EXCAVATION SHALL BE PERFORMED AL REQUIRED FOR
GALV REDUCER d C NATURAL GAS SPS SEWAGE PUMP STATION
GALVANIZED SO R SEVERE FEET STORMWATER MANAGEMENT FEATURE INSTALLATION. UMIT OF a a a
CAP OR PLUG -- GC GRANITE CURB SS SEWER SERVICE. STAINLESS STEEL EXMWATION SHALL BE AS SHOWN SHEET LL. B SOIL/RLL
GAS CAIS VALVE GR GRANITE STA STATION MATERIAL OIfISIDE OF THE UNITS SHOWN SHAH BE CONSIDERED
HC HOUSE CONNECTION - SIL STEEL POTENTIALLY IMPACTED WITH PCB CONTAMINATION AND SHALL NOT
UTILITY POLE w HORIZ HORIZONTAL SW SIDEWALK. SOUTH WEST BE DISTURBED.
LIGHT POST p HP HIGH PRESSURE T HYDROSTATIC THRUST, TELEPHONE 9. EXCAVATED MATERIAL SHALL IMMEDIATELY BECOME TINE PROPERTY
HYD FIRE HYDRANT 1BM TEMPORARY BENCH MARK OF THE CONTRACTOR AND BE REMOVED FROM ME SITE AND
EDGE OF PAVEMENT I INVERT THK THICK (NESS) DISPOSED OF IN ACCORDANCE WITH ALL LOCAL. STATE, AND a
EDGE OF UNPAVED ROAD - - - -- - INV INVERT TTP TYPICAL FEDERAL REGUUTIONS UNLESS OTHERWISE REOUIRED BY THE
ID INSIDE DIAMETER UP UTILITY POLE ENGINEER.
CURB IP IRON PIPE VC VITRIFIED CLAY 10. THE CONTRACTOR SHALL PROVIDE BACKFILL AS NEEDED IN
SIDEWALK LUS F LINEAR FEET `VERT WATER, WEST
5T ACCORDANCE WITH SECTION 02300 - EARTHWORK.
RAILROAD W/ WITH 11. OPENINGS FOR PIPE IN PRECAST STRUCTURES SHALL BE CAST IN
W/0 WTHOUT ME REQUIRED LOCATIONS DURING MANUFACTURE. FLEW CUT
51ME WALL OPENINGS WILL NOT BE PERMITTED.
RETAINING WALL
RET WALL IRT WNL
12 ALL SURFACES BEYOND THE LIMIT OF WORK DISTURBED BY THE
dAINLINK FENCE -- - -^- CONTRACTOR'S OPERATIONS SHALL BE REPAWD OR
INDIVIDUAL DECIDUOUS TIME O 0 LOANED/SEWED IN ACCORDANCE WITH THE SPECIFICATIONS TO
TREEINDIMDUAL EVERGREEN TREE #
MEET OR EXCEED PRE-CONSTRUCTION SITE CONDITIONS.
1J. THE CONTRACTOR SHALL CONDUCT ALL CONSTRUCTION ACTIVITY
SURVEY MAMARKERTREE UNE BETWEEN 7:00 A.M. AND 5:00 P.M., MONDAY THROUGH FRIDAY.o
PROPERTY LINE
EASEMENT LINE — — —— ———
mo
LIMIT OF WORK —
SPOT ELEVATIONS '1415 X141.5 a m
CONTOUR ONES —56— m'm
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EXISTING SPOT GRACE
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SCALE: 1' = 20'
20 10 ° 20 90% DESIGN
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3/7/2013
3
COPYRIGHT 2012 WES10N k $AMPSBN SHEET 3 OF 9
CONTROL POINT 2
/ A'TELEV: 7.41 C
/ PROP. OUTI V
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(SEE DUAL SHEET D-2 `" SE
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(SEE NOTE 3)
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(SEE DUAL. SHEET D-1
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BITUMINOUS CONLREIE CATCH BASIN mo
' ¢ RB (TYP.) (SEE NOTE +
° 4 AND DETAIL SHEEP D-2) + PROPOSED PERMANENT FENCING
1.0 F + LORA AND SEED SE NOTE(SEE 1)
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% 7.0 SPOT ELEVATION h
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.25 NOTES:
D o P{
LIMR OF WOR 1. CONTRACTOR SHALL LOAM AND SEED AREAS INDICATED. W ZQ ic�i
LOAM SHALL BE MINIMUM 5• DEEP AND SHALL BE <� m r
GRADED TO MCH E%IETINC GRADES AT PROPERTY UNE. 20 i
AT
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LIMIT OF
2. CONTRACTOR SHAT PERFORM SUBGRADE PREPARATION
AND COMPACTION IN ACCORDANCE WITH SPECIFICATION p
SECTION 02300-FPMHWORK. qS r
3. CONTRACTOR SHALL DEMOUSH AND REMOVE E%ISTNC n E
SIDEWALK AND SHPI.L CONSTRUCT NEW BITUMINOUS �g
CONCRETE SIDEWALK IN ACCORDANCE WITH MAL SHEET 6 0
e / D-1 AND SPECIFICATION SECTION 02]]5-SIDEWALK
O
/\J� CONSTRUCTION AND REPLACEMENT. CONTRACTOR SHAH
I J \ COORDINATE WITH CRY OF SALEM POLICE TO PROVIDE LA0
y 100 YEAR FLOOD ZONE " /
TRAFFIC
AND PEDESTRAN JERSEY BARRIERS,RPROTECTION
(INCLUDING DETALETC.) z z
DURING CONSTRUCTION OF SIDEWALK. REFER TO y
SPECIFICATION SECTIONS
MATERIAL ANDO 550SGWE ( AND
TRAFFIC CONTROL). d N
4. REFER TO SHEET C-4 FOR CURBING LAYOUT.
A
5. THECONTRACTORPERIMETER
SHALL INSTAL TEMPORARY FENCING AROUND
5 THE PERIMETER THE SITE IN ACCORDANCE WTIH
E SPECIFICATION SECTION 02821-TEMPORARY CONSTRUCTION
PLAN FENCING ALIO DETAIL, SHEET D-I.
$
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/ 1. EXCAVATION SHALL BE PERFORMED A5 REQUIRED FOR Z
STORMWATER "AGEMENT FEATURE INSfALNnON. EXCAVATION �N mn
�\ SHALL BE LIMITED TO THE HATCHED EXCAVATION MEAS SHOWON THIS N
$ C --PROPERTY UMRS PRV4OUSLYEAE%IG. THE GVATED MOC HED FxAREASCAVATOR
BACK1LLID WIIN CLEAN FILL FI !2j mil
MATERIAL M M ATERIAPAOF THE EPA SITE REMEDIATION PROJECT m
&E (COMPLETED BY OTHERS). SOIL/FlLL MATERIAL OUTSIDE OF THE m2 U
„ 1 LIMITS OF EXCAVATION SHALL BE CONSIDERED POTENTIALLY m Fi
IMPACTED WITH BOB CONTAMINATION AN SHALL NOT BE L�' F
DISTURBED. m< I.E.
2. CONTRACTOR SHALL NOT EXCAVATE IN SEDIMENT FOREBAY Or i
v EXCAVATION MEAS BELOW ELEVATION 4.50.
3. CONTRACTOR SHALL NOT EXCAVATE IN PROPOSED INFILTRATION �w V ED
e TRENCH IXGVATION MEA BELOW ELEVATION 2.50. o_ H
2 J i
i 4. ELEVATION DEPTHS FOR SELECTIVE EXCAVATION NOTED ON THE R
4 PIAN ME BASED ON SURVEY CONTROL POINTS LOCATED ACROSS b
BRIDGE STREET. CONTROL POINTS ME SPRAY PANTED ON RAIL 2i
TRACKS.
5. PRIOR TO COMMENCEMENT OF EXCAVATION, CONTRACTOR SHALL
® SURVEY AND CLEARLY DELINEATE THE UNITS OF EACH EXCAVATION
USING STARES, MARKERS OR OTHER APPROPRIATE MEANS.
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ELEV: 7,41 9
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+77.66 R
CONTROL POINT 1 OFFSET: 67.25 co
ELEV: ].3]
STA: +49.17 PROP IIUMINOUS / O1FF EBT: 65.27 T
OFFSET: 110.02 +89.36 C EIE SIDEWALK
OFFSET: 65.68 / CURB 5;
/. OPENING
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OFFSET: 74.04 / ,< +77.58
/ ;I OFFSET: 4261
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SEE NOTE 1) / A CURB C".) I ,
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+70.39 Q \ +tI
OFFSET: .23 7.65
\ / \ OFFSET: 64.84 11!'
L=5.56'
+54.51 R=2.00' / NCR C RB SFOP L=3.14'
OFFSET: 50.79 0 O\ P KING SPACES \ R=2.00'
+80.88 EE ETAL. SHEET D-1) L-3A4' I I'
OFFSET: 2.48 \ R-2.00'
I / +1287
F \
OFFSET: ]0.34
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W
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OFFSET: 29.64
eP.00m 0 \ +31.37
+49. J OFFSET: 109.84
0 I \ 69.60 +86.93 +49.66
+07.65 OFFSET: 1 4.69 I OFFSET: 116.01
OFFSET: 64.47 + 9.59
OFFSET: 80.82 I +29.87 'm m
WI +4252 L=9,97' 1, OFFSET: 138.00 NOTES:
M I +70.35 OFFSET: 85.35 R=5.00' !/
OFFSET: 35.20 +07.63 1. PARKING LOT IS REOUIRED TO HAVE FIVE HANDICAP R .�
ACCESSIBLE PARKING SPACES. FOUR OF THESE SPACES
+54.39
OFFSET 9337
OFFSET, 69.45 +60.43
SHALL BE AT LEAST 8 FEET WIDE. WIDI LEVEL ACCESS
T: 18
].00 m w
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�' r® ES NOT LESS TBAN 5 FEET WIDE ONE SPACE SIBA-l-
BE CAVY ACCESSIBLE" SPACE, 8FEET WIDE wrm AN o Z12
- ACCESS ASCE 8 FEET WIDE ALLOWING A VAN TO OPERATE
A LIFT. THIS SPACE SHALL HAVE A SIGN DESIGNATING IT
VAN ACCESSIBLE' AS REQUIRED BY 521 CMR 23.6, u
s / \ +85.93 SIGNAGE. N O m N
- OFFSET: 133.69 2. PARKING SPACE PROVIDED:
FWIDICAP ACCESSIBLE: 5 SPACES
Obi TER: 107 SPACE
+52.80 TOTAL: 112 SPACE W 21 m H O
„ UMIT OF WOR OFFSET: 134.15 S C
3. TYPICAL PARKING SPACE SIZE IS 9' WIDE BY 18DEEP.
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