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TAKOMAPARKM.S.
E.S.
TAKOMAPARK
PINEYBR. E.S.
MONTGOMERY
COLLEGE
TAKOMA-
LANGLEY
COMM. CTR.
20912
20783
MCLAUGHLINCHRISTIAN SCH.
WASHINGTON
ANDREWSSCH.
JOHN NEVINS
SILVERSPRING KILMAROCK
NE
W
AV
E
HA
MPS
HIR
E
PIN
EY
BRA
NC
H
RD
320
CARR
OLL
AVE
195
195
PHILA
DELPH
IA
AVE
410
ETHAN
ALLEN
AVE
410
LINGTONAVE
SLIG
OC
FE
NTO
N
AV
E
MA
PLE
MAPLE
AVE
ELM
AVE
ELM
AVE
AVE
SLIGO
AVE
AVE
RITCHIE
TA
KO
MA
AVE
SLIG
OCREEK
PKWY
AVE
GIST
AVE
LINCOLN
AVE
MISSISSIPPI
POPLA
R
AVE
GLE
NSID
ED
R
HILLTOP
RD
HO
LLY
AVE
LARCH
AVE
BOSTO
N
AVE
G
ARLA
ND
AV
E
HO
USTO
N
AVE
WES
TMO
RELA
ND
AVE
CED
AR
AVE
AVE
TULIP
RO
AN
OKE
AVE
AVE
CEN
TRAL
KENNEBEC
AVE
HOLTON LA
WIL
LOW
AVE
BOYD
AVE
LOC
KN
EY
AVE
AV
E
BALTIM
ORE
GREEN
WO
OD
AVE
GRA
NT
AVE
BLAIR
RD
CHIC
AG
O
AVE
GEO
RG
ES
AVE
PRIN
CE
NEW
YORK
AVE
AVE
AN
NE
AVE
RICHMOND
JAC
KS
ON
AVE
PARKSIDE
R
D
PARK
CR
EST
KIRKLY
NN
AVE
SY
CA
MO
RE
AVE
AVE
WO
ODLA
ND
ALLE
GH
EN
Y
AVE
GRANT
AVE
#
2
LEE
AVE
CO
LUM
BIA
AVE
PA
RK
AV
E
S
LIGO
CREEK
PKWY
RD
SU
NN
YSIDE
THIR
TEE
NTH
AV
E
SH
ER
MA
N
AVE
PARK
VALLEY
RD
CO
CKERV
ILLEAVE
HA
NC
OC
K
AVE
AVE
FLO
WER
WILD
WO
OD
DR
KEN
NE
WIC
K
A
VE
BIR
CH
AVE
JACKS
ON
AVE
GEN
EVA
AVE
HEATHERLA
JEFF
ERSO
NAVE
JACKS
ON
AVE
GU
DE
AVE
CHESA
PEAKE
AVE
ST
WILD
WO
OD
DR
LOC
UST
AVE
ALBA
NY
AVE
MAPLEWOOD
AVE
HEATHERAVE
KINGWOODDR
TRESC
OT
T
AVE
GLE
NS
IDE
DR
DAVIS
AVE
RA
Y
DR
LADELPH
IAAVE
BUFFALO
AVE
POTO
MAC
AVE
RD
ELIM
CA
RR
OLL
HIC
KO
RY
AVE
MERWOOD
DR
CH
ESTN
UT A
VE
AVE
BOU
ND
ARY
BARRO
N
ST
LON
GBRAN
CH
PKWY
SPRU
CE
A
VE
ER
IE
AVE
SECO
ND A
VE
PL
ELSO
N
FO
URTEE
NTH
AVE
PIN
EA
VE
CHESTER
ST
AUBURNAVE
EDIN
BU
RG
HLA
HILTO
NA
VE
HA
MM
ON
DA
VE
VIOLET
PL
PL
BELFORD
DR
WO
OD
BU
RY
CIR
CLE
AVE
RD
DEVONSHIRE
CO
LBY
AVE
LINDEN
AVE
AVE
MONTGOMERY
OS
WE
GO
AV
E
LANCAST
ERRD
HO
DGESLA
ST
VA
LLE
Y
CO
LE
AVE
PROSPECT
ST
DOGW
OO
DAVE
GLAIZEW
OO
D
AVE
SUSSEXRD
HA
MM
ON
D
AVE
MARG
ARET
D
R
HAYW
AR
D
AV
E
P
RO
SPEC
TST
ALLEY#4
BO
ULD
ER
LA
ALF
RED
DR
MIN
TER
PL
WO
OD
LA
ND
AV
E
HA
RTF
OR
D
KENTLA
ND
AVE
ST
ST
CH
ERR
YA
VE #
2
ERIE
AVE
SPRI
NG
AVE
HO
UST
ON
CT
DU
ND
ALK
RD
TAKOMA
ISLINGTO
NST
ASPE
NAVE
CT
BELMONT
BEEC
H
AVE
ASPEN
AVE #
2
WALN
UT
AVE
HOPEWELL
AVE
THIR
TEE
NT
H
PL
AVEMAPLE
WOOD
CA
RR
OL
LA
4TH
AVE
OLDCARROLL
AVE
BELFO
RD
DR
GH
TO
N
AV
E
SHERID
ANAVE
HO
LSTEIN
ST
HIG
HLA
ND
AVE
DARWIN
AVE
MYRTLE
AVE
LA
NE
#2
HA
VERFORD
DR
CLEVELAND
AVE
DR
JESSUP
CH
ERRY
AVE
WINCHESTER
AVE
CH
AN
EY
DR
KING
ST
BARC
LAY
AVE
HO
LT
PL
FIRS
T
DIVISIO
N
ST
GLE
NG
AR
Y
PALM
ER
LA
WY
ATT
LA
CIR
CLE A
VE
CIR
MA
NO
R LINDENCIR
NRD
FREE
MO
NT
AVE
AVE
CT # 2
GLENSIDE
BOYD
CT
NIA
GA
RA
CT
ALLEY ALLEY
PATT
ERSO
NCT
ASPENCT
GREEN
WOOD
CIR
ELSO
NCT
EL
WY
N
CT
JESSUP
BLAIR
PARKTAKOMA
PINEY BR.
PARK
PARK
PARK
SLIGO
AVE.
SLIGO
CREEK
STREAM
VALLEYPARK
INTERMEDIATE
PARK
SILVER
SPRING
DANIELSPARK
OPAL
URBANPARK
TAKOMA
SLIGO
PARK
HOSPITALADVENTIST
WASHINGTON
ADVENTIST
WASHINGTON
UNI.
(POP. 16,715)
TAKOMA PARK
CAROLE
HIGHLANDS
E.S.
CHILLUM MANOR LEWISDALE
ADELPHI
CAROLE
HIGHLANDS
RIG
GS
RIG
GS
RD
212
UNIVERSITY
BLVD193
EASTWEST
HWY
410
23RD
AV
E
CH
AP
MA
N
14
TH
AVE
LEWIS
DALE
D
R
AMHERST
RD
WOODBERRY
ERSKIN
E
ST
DREXEL
RD
BEEC
HW
OO
D
DREXEL
ST
16TH
AV
E
CHARLES
TON
PL
HAN
NO
N
ST
15TH
AV
E
BANNING
ELS
ON
ST
KE
OKEE
ST
AV
E15TH
AR
DS
PL
RD
RAY
AVE
FAIRVIE
W ST
VANBUREN
NEW
RI
GGS
RD
RD
SERVICE
AVE
18TH
21ST
AV
E
PL
16TH
18TH
AVE
AVE
18TH
17TH
AVE
22
ND
AV
E
CROSB
Y
RD
DAYTO
N
RD
17TH
AVE
LEBANON
MERRIMACK
OLDRIGGS RD
AV
E20TH
CALVERT
GUILFO
RD
RD
LEBANON
ST
LAGUNA
RD
RED
TOP
CHILL
UM
MAN
OR
RD
LEBANON ST
22
ND
PL
A
MHERS
TR
D
LA
NGLEY
WAY
DELM
ONT
LA
FO
URTEE
NTH
AVE
AVALON PL
HANNONST
SERVICEDR
23
RD
PL
22
ND
PL
DRE
XEL
ST
KNOLLBR
OOK DR
19TH
PL
RED TO
P
RD
DR
R
IGG
S
MA
NO
R
15TH
PL
CO
NLEYRD
BURK
ETO
NRD
10TH
AVE
JASMINETERR
CHILLU
M
MAN
OR
RD
RED
TO
P
RD
PL
AVALON
14TH
AVE
PHELP
S R
D
LINDEN
CT
EAST
S
WEST
HW
Y
AVE
SLIG
O
PK
WY
17TH
PL
1
9TH
PL
LIN
DE
N
AVE
HANNON
ST
RD
AMHERST
NORTON RD
RAYDALE RD
LEBA
NO
NST
LANGLEY
WAY
FORD
HA
M ST
GU
DE
AVE
CONLE
Y
RD
EA
ST
PKW
Y
SLIGO
CT
NO
RTH
RED
TOP
RED T
OP
CT SO
UTH
KEO
KEE
CT
OLS
O
NRD
RIGGS
RD CT
16THAVE CT
RD
TRU
MAN
AVEGREENBRIE
R
CREEK
STREAM
VALLEY
PARK
SLIGO
CHAVEZ
CESAR
E.S.
KNOLLS
HAMPSHIREEAST
RAY
DR
CK
AVE
TOP
RD
RED
RD
SHERIDANDR K
ARLSO
NAVE
PA
RK
WA
Y
RIDAN
ST
PL
ELLI
OT TUCKERMAN
ST
CHIL
LUM
RD
MA
NO
R
ST
LINW
OO
D
ST
SOM
ERSE
T
STRAVE
NSWOOD
RD
TRU
MA
N
LURA
YPL
CT
RAYD
ALE
24TH
PL
23
RD
ANNA CT
TAKOMA PARK
DRIL
L
HO
LES
DRIL
L
HO
LES
DRIL
L
HO
LES
mkno
wles
BY:
NUMBER
SHEET
NUMBER
DRAWING
TITLE
SHEET
1
3 GN-02
4 TS-01
TI-01 TITLE SHEET
STA. 20+45
LINCOLN AVENUE
CONTR. NO TBD
LIMIT OF WORK
STA. 0+37
LINCOLN AVENUE
CONTR. NO TBD
LIMIT OF WORK
2
11 GS-01
17 DE-01
18 DE-02
5-6
7-10
12-16
19-22
23-26
27-30
GN-01
PD-01-PD-02
ADA-01-ADA-04
CE-01-CE-05
PS-01-PS-04
EN-01-EN-04
ES-01-ES-04
GENERAL NOTES, LEGEND, ABBREVIATIONS
TEMPORARY TRAFFIC CONTROL GENERAL NOTES
TYPICAL SECTIONS
PAVEMENT DETAILS
ADA DETAILS
GEOMETRY PLAN AND SURVEY CONTROL
CURB ELEVATIONS AND LAYOUT
STRUCTURAL DETAILS
STRUCTURAL STANDARDS SHEET
ROADWAY PLANS
EROSION AND SEDIMENT CONTROL NOTES
EROSION AND SEDIMENT CONTROL PLANS
STRUCTURE INVENTORY NO.:November 08, 2017
N:\31603-046\CADD\Task 6_WRA_BA_MD 140 from Baltimore City Line to Naylors Lane\ARCHIVE\pGN-T002_LINCOLN AVE.dgnCONTRACT NO.:
0
HORIZONTAL DATUM NAD 83 / 91
VERTICAL DATUM NAD 88
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
STANDARD SPECIFICATIONS BOOK, BOOK OF STANDARDS AND
GEOMETRIC DESIGN CRITERIA
(AASHTO) "A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS."
AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS
THIS PROJECT WAS DESIGNED IN ACCORDANCE WITH THE 2011 PUBLICATION OF
RIGHT OF WAY
RIGHT OF WAY PLATS.
OFFICIAL FEE RIGHT OF WAY AND EASEMENT INFORMATION, SEE APPROPRIATE
ASSISTANCE IN INTERPRETING THE PLANS. THEY ARE NOT OFFICIAL. FOR
RIGHT OF WAY AND EASEMENT LINES SHOWN ON THESE PLANS ARE FOR
UTILITIES
LOCATIONS.
GUIDANCE ONLY. NO GUARANTEE IS MADE OF THE ACCURACY OF SAID
THE LOCATION OF UTILITIES SHOWN ON THE PLANS ARE FOR INFORMATION AND
ADA COMPLIANCE
REQUIREMENTS.
PERSONS WITH DISABILITIES IN COMPLIANCE WITH STATE AND FEDERAL
THE DESIGN OF THIS PROJECT HAS INCORPORATED FACILITIES TO ACCOMODATE
"STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS"
"BOOK OF STANDARDS FOR HIGHWAYS AND INCIDENTAL STRUCTURES"
ADOPTED MUTCD.
AND THE LATEST
INCLUDED IN THE INVITATION FOR BIDS BOOK; THE ADMINISTRATION'S
MAY 2017 REVISIONS THEREOF OR ADDITIONS THERETO; THE SPECIAL PROVISIONS
ENTITLED DATED
OF TRANSPORTATION STATE HIGHWAY ADMINISTRATION (MDOT SHA) SPECIFICATIONS
ALL WORK ON THIS PROJECT SHALL CONFORM TO: THE MARYLAND DEPARTMENT
ENVIRONMENTAL INFORMATION
STANDARD STABILIZATION NOTE:
OR GRADED AREAS ON THE PROJECT SITE.
TO 1 VERTICAL (3:1), AND SEVEN DAYS (7) AS TO ALL OTHER DISTURBED
DITCHES, PERIMETER SLOPES, AND ALL SLOPES GREATER THAN 3 HORIZONTAL
DAYS AS TO THE SURFACE OF ALL PERIMETER CONTROLS, DIKES, SWALES,
TEMPORARY STABILIZATION SHALL BE COMPLETED WITHIN THREE (3) CALENDAR
FOLLOWING INITIAL SOIL DISTURBANCE OR REDISTURBANCE, PERMANENT OR
OWNERS / DEVELOPERS CERTIFICATION:
EXISTING STRUCTURES PLANS
MANAGEMENT PRACTICES (BMP) INSPECTION AND REMEDIATION PROGRAM.
SHALL BE INSPECTED AND MAINTAINED IN ACCORDANCE WITH THE MDOT SHA BEST
ALL STORMWATER MANAGEMENT FACILITIES CONSTRUCTED FOR THIS CONTRACT
RIGHT OF ENTRY FOR PERIODIC ON-SITE EVALUATION BY MDE COMPLIANCE INSPECTORS.
AND EROSION BEFORE BEGINNING THE PROJECT. I HEREBY AUTHORIZE THE
ENVIRONMENT (MDE) APPROVED TRAINING PROGRAM FOR THE CONTROL OF SEDIMENT
A CERTIFICATE OF ATTENDANCE AT A MARYLAND DEPARTMENT OF THE
RESPONSIBLE PERSONNEL INVOLVED IN THE CONSTRUCTION PROJECT WILL HAVE
DEVELOPMENT WILL BE DONE PURSUANT TO THIS PLAN, AND THAT ANY
I / WE HEREBY CERTIFY THAT ANY CLEARING, GRADING, CONSTRUCTION AND/OR
THEREON MAY NOT BE AS BUILT.
MDOT SHA. DIMENSIONS, DETAILS, ETC., AS SHOWN
RESPONSIBILITY FOR THEIR ACCURACY OR COMPLETENESS IS ASSUMED BY THE
EXISTING PERTINENT STRUCTURE(S) ARE INCLUDED WITH THIS CONTRACT. NO
FOR THE CONVENIENCE AND INFORMATION OF BIDDERS, PRINTS OF PLANS OF
.
INDEX OF SHEETS
MD LICENSE NO. EXPIRATION DATE:
SHEET NOS. AND OTHER CLARIFICATIONS
LAWS OF THE STATE OF MARYLAND.
ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE
I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY
Whitman, Requardt & Associates, LLPEngineers Architects Environmental Planners Est. 1915
SCALE: 1"=1000'
1000 1000 2000 feet
TBD
TBD
S.H.A. CONTRACT NO. -
FROM JACKSON AVENUE TO ELM AVENUE
SIDEWALK DESIGN ALONG LINCOLN AVENUE
PRD N/A
MONTGOMERY COUNTY, MD
LINCOLN AVENUE= 0.40 MILES
LENGTH OF PROJECT:
Federal Aid Project No.- TAP-3(533)E State Contract No.- MO4665112
CITY OF TAKOMA PARK
SILVER SPRING, MD 20910
31 OSWEGO AVENUE
SCALE :DATEREVISIONNO. BY SHEET OF 30Designed by: Drawn by: Checked by:
N:\
32033-
002\
CA
DD\
pG
N-
N000_
Lincoln
Ave.d
gn
11/
8/
2017
Whitman, Requardt & Associates, LLP801 South Caroline Street, Baltimore, Maryland 21231
FROM JACKSON AVENUE TO ELM AVENUE
SIDEWALK ALONG LINCOLN AVENUE
AUGUST 2017
WMH
WRA
CO
D
WRA
FLY
FLY MONUMENT
SIGN
DECIDUOUS TREE
DRAIN PIPE
TRAVERSE POINT
WATER VALVE
FIRE HYDRANT
SANITARY CLEANOUT
SANITARY MANHOLE
SANITARY
ELECTRIC POLE
CONTOURS
WATER MANHOLE
WOODS LINE
STORM DRAIN MANHOLE
GUY WIRE
CONIFEROUS TREE
BUSH
HEDGE LINE
GROUND LIGHT250
GAS VALVE
LEGEND
GENERAL NOTES
3+00BASELINE OF CONSTRUCTION
EXISTING METAL FENCE
EXISTING RIGHT OF WAY LINE
02
GN-01
GENERAL NOTES, LEGEND, AND ABBREVIATIONS
NOT TO SCALEMCK ALS MCK
ABBREVIATIONS
Right
Rock Fragments
Radius
Point of Vertical Tangency
Point of Vertical Reverse Curve
Point of Vertical Intersection
Polyvinyl Chloride
Point of Vertical Curve
Point of Tangency
Point
Point of Reverse Curve
Proposed
Polyvinyl Chloride Profile Wall Pipe
Point On Tangent
Point On Curve
Point of Intersection
Plasticity Index
Point of Rotation
Profile Ground Line
Profile Grade Line
Profile Ground Elevation
Profile Grade Elevation
Point of Crown
Point of Compound Curvature
Point of Curvature
Pavement
Optimum Moisture
Overhead Electric
On Center
Non-Plastic
Northeast
Northbound
North
Minimum
Modified
Maximum Dry Content
Maximum
Moisture Content
Macadam
Left
Light Pole
Low Point
Liquid Limit
Linear Feet
Length
Rate of Vertical Curvature
Junction Box
Invert
Inlet Sediment Trap
Inch
High Point
Concrete Pipe
Horizontal Elliptical Reinforced
Headwall
HDPE
H.B.
G.V.
G
FWD.
F.H.
F.B.D.
F or FL
FT
EX or EXIST
ES
ELEV
EB
EA
E
E
E
D.O.
DIA.
D.I.
D.H.V.
DC
CSPA
CSP
CPP-S
CORR.
COR.
CONSTR.
CONC.
COMB.
C.O.
CMP
CLF
CL.
Ñ or C/L
C.B.R.
CATV
CAPA
CAP
C.C.
BOT.
B.M.
B.C.
BIT.
BK
B or B/L
APPROX.
AHD
ADT
AASHTO
RT
R.F.
R
PVT
PVRC
PVI
PVC
PVC
PT
PT
PRC
PROP
PPWP
POT
POC
PI
P.I.
P/R
P/GL
P.G.L.
P.G.E.
P/GE
P/C
PCC
PC
PAV'T.
O.M.
OHE
O.C.
N.P.
NE
NB
N
MIN.
MOD.
M.D.D.
MAX.
M.C.
MAC.
LT.
L.P.
LP
L.L.
LF
L
K
J.B.
INV.
I.S.T
IN
HP
HERCP
HDWL.
W.V.
WUS
W.S.
W.M.
WB
WB
W
W
V.C.L.
VCL
USDA
U.P.
U.G.
U.D.
TYP.
T.S.
T.S.
TS
TRAV.
T.M.
T or TL
T.G.
T.C.E.
T.C.
T
T
SWM
SY
SO.
STA.
STD.
SSF
SSD
SRPA
SRP
S.P.T.
SPPA
SPP
SHT.
SF
SF
S.E.
S.D.D.
S.D.
SB or S/B
SAN.
S
R.M.
R.Q.D.
RCPP
RCP
RW or R/W
Water Valve
Waters of the United States
Wrapped Steel
Water Meter
Wetland Buffer
Westbound
West
Water
Vertical Curve Length
Vertical Clearance
of Agriculture
United States Department
Utility Pole
Underground
Under Drain
Typical
Topsoil
Top of Slab
Temporary Swale
Traverse
Top of Manhole
Traverse Line
Top of Grate
Temporary Construction Easement
Top of Cover
Telephone
Tangent
Stormwater Management
Square Yards
Single Opening
Station
Standard
Super Silt Fence
Stopping Sight Distance
Aluminized Type 2
Steel Spiral Rib Pipe Arch -
Aluminized Type 2
Steel Spiral Rib Pipe -
Standard Penetration Testing
Structural Steel Plate Pipe Arch
Structural Steel Plate Pipe
Sheet
Square Feet
Silt Fence
Super Elevation
Surface Drain Ditch
Storm Drain
Southbound
Sanitary Sewer
South
Rootmat
Rock Quality Designation
Reinforced Concrete Pressure Pipe
Reinforced Concrete Pipe
Right of Way
High Density Polyethylene
Handbox
Gas Valve
Gas
Forward
Fire Hydrant
Flat Bottom Ditch
Flowline
Feet
Existing
End Section
Elevation
Eastbound
Each
External Distance
Electric
East
Double Opening
Diameter
Drop Inlet
Design Hourly Volume
Degree of Curve
Aluminized Type 2
Corrugated Steel Pipe Arch -
Corrugated Steel Pipe-Aluminized Type 2
Corrugated Polyethylene Pipe-Type 'S'
Correction
Corner
Construction
Concrete
Combination
Cleanout
Corrugated Metal Pipe
Chainlink Fence
Class
Centerline
California Bearing Ratio
Cable Television
Corrugated Aluminum Pipe Arch
Corrugated Aluminum Pipe
Center of Curve
Bottom
Bench Mark
Bituminous Concrete
Bituminous
Back / Book
Baseline
Approximate
Ahead
Average Daily Traffic
Transportation Officials
American Association of State Highway
PROPOSED TEMPORARY CONSTRUCTION EASEMENT LINE
ALL EXISTING AND PROPOSED STORM DRAINS ARE TO BE FREE OF DEBRIS AND SEDIMENT AT THE CONCLUSION OF THE PROJECT.19.
SURVEY WAS CONDUCTED IN 2015 AND 2016 BY WRA.18.
THE WIDTH OF FEE SIMPLE RIGHT OF WAY IS VARIABLE WITH EASEMENTS FOR DRAINAGE AND CONTINGENCIES.17.
STRUCTURES WILL BE AT THE DIRECTION OF THE ENGINEER AND WITH THE APPROVAL OF THE MDE INSPECTOR.
TEMPORARY INTERCEPTOR BERMS, SEDIMENT TRAPS, STRAW BALE BERMS, SILT FENCES AND TEMPORARY STONE OUTLET
FINAL DETERMINATION AS TO THE LOCATION OF TEMPORARY SLOPE DRAINS, TEMPORARY BERMS AT THE TOP OF FILL SLOPES, 16.
ON THE PLANS OR AS DIRECTED BY THE ENGINEER.
THE CONTRACTOR SHALL RESET ANY SIGN POSTS, RESIDENTIAL MAIL BOXES, TO FACILITATE THE WORK, EXCEPT WHERE SPECIFIED 15.
PLANS OR IN THE SPECIAL PROVISIONS.
MATERIAL REMOVED DURING CONSTRUCTION SHALL BECOME THE CONTRACTOR'S PROPERTY UNLESS OTHERWISE NOTED ON THE 14.
AUTHORIZED BY THE ENGINEER.
THE CONTRACTOR SHALL PROTECT AND NOT INTERRUPT EXISTING WATER AND SEWER SERVICES DURING CONSTRUCTION, UNLESS 13.
THE CONTRACTOR SHALL CALL 'MISS UTILITY' AT LEAST 48 HOURS IN ADVANCE OF ANY EXCAVATION WORK AT 1-800-257-777.12.
MADE AT NO ADDITIONAL COST TO THE ADMINISTRATION OR THE OWNER.
REPAIRS TO UTILITIES OR PROPERTY DAMAGE AS A RESULT OF CONTRACTORS NEGLIGENCE OR METHOD OF OPERATION SHALL BE 11.
TO GRADING OPERATIONS.
VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS CONCERNED PRIOR
THE EXISTING UTILITIES AND OBSTRUCTIONS SHOWN ON THESE PLANS ARE FROM THE BEST AVAILABLE RECORDS AND SHALL BE 10.
CONTRACTOR TO MEET THE FINISHED GRADE ELEVATION, UNLESS THESE APPURTENANCES ARE ABANDONED UNDER THIS CONTRACT.
ALL EXISTING STORM DRAIN STRUCTURES, SEWER MANHOLES, INLETS, VALVE BOXES, VAULTS ETC. SHALL BE ADJUSTED BY THE 9.
APPLICABLE.
YARDS IN CONFORMANCE WITH THE PROPOSED DRAINAGE PATTERNS AS SHOWN ON THE PLANS AND THOSE EXISTING WHERE
THE CONTRACTOR SHALL GRADE FOR POSITIVE DRAINAGE AT ALL ROADWAY INTERSECTIONS, ENTRANCES, PARKING LOTS AND 8.
PLANS AND/OR STANDARD PLATES.
TYPE AND INVERT OF DITCHES ARE NOTED ON THE PLANS. DITCHES WILL BE IN CONFORMANCE WITH THE DETAILS SHOWN ON THE 7.
THE LOCATION AND LENGTH OF PIPE SHALL BE VERIFIED BY THE CONTRACTOR BEFORE ORDERING.6.
UNLESS INDICATED OTHERWISE ON THE PLANS OR DETAILS OR AS DIRECTED BY THE ENGINEER.
ALL PIPES AND DITCHES SHALL BE CONSTRUCTED ON A UNIFORM GRADE BETWEEN INVERT ELEVATIONS NOTED ON THE PLANS, 5.
AVAILABLE ONLY ON THE SHA WEBSITE, WWW.MARYLANDROADS.COM.
THE LATEST UP-TO-DATE STANDARD PLATES AS OF THE DATE OF ADVERTISEMENT OF THESE PLANS. THE LATEST PLATES ARE
WHERE REFERENCE IS MADE TO STANDARD PLATES IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE IN HIS POSSESSION 4.
AND ARE BASED ON THE NAVD 88.
VERTICAL CONTROL: THE LOCATION AND ELEVATION OF BENCH MARKS ARE SHOWN ON THE PLANS. ALL ELEVATIONS ARE IN FEET 3.
HORIZONTAL CONTROL: THIS PROJECT IS ORIENTED TO CONFORM TO THE MARYLAND GRID SYSTEM, NAD 83/91.2.
ADDITIONS THERETO, INCLUDED IN THE INVITATION FOR BIDS AND SPECIAL PROVISIONS.
ADMINISTRATION, STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS DATED JULY, 2008, AND REVISIONS THEREOF OR
SPECIFICATIONS FOR THIS CONTRACT WILL BE THOSE OF THE MARYLAND DEPARTMENT OF TRANSPORTATION, STATE HIGHWAY 1.
CITY OF TAKOMA PARK
SILVER SPRING, MD 20910
31 OSWEGO AVENUE
SCALE :DATEREVISIONNO. BY SHEET OF 30Designed by: Drawn by: Checked by:
N:\
32033-
002\
CA
DD\
pG
N-
N001_
Lincoln
Ave.d
gn
11/
8/
2017
Whitman, Requardt & Associates, LLP801 South Caroline Street, Baltimore, Maryland 21231
FROM JACKSON AVENUE TO ELM AVENUE
SIDEWALK ALONG LINCOLN AVENUE
AUGUST 2017
03
GN-02
MCK ALS MCK
TRAFFIC CONTROL GENERAL NOTES
TRAFFIC CONTROL GENERAL NOTES
TEMPORARY TRAFFIC CONTROL REQUIREMENTS
PAVEMENT DROP-OFF
MISCELLANEOUS
NO SCALE
PLACED 250 FEET IN ADVANCE OF THE MILLED AREA.
-WHEN MILLED PAVEMENT IS LEFT EXPOSED TO TRAFFIC A "ROUGH ROAD" (W8-8) OR "GROOVED PAVEMENT" (W8-8A) SIGN SHALL BE
100 FEET IN ADVANCE OF THE JOINT.
-WHERE LATERAL PAVING JOINTS OF TWO(2) INCHES OR LESS ARE EXPOSED TO TRAFFIC, A "BUMP" (W8-1) SIGN SHALL BE POSTED
SPACED AT APPROPRIATE INTERVALS THROUGHOUT THE AREA OF THE UNEVEN JOINT.
INDICATING "UNEVEN LANES" (W8-11). THESE SIGNS SHOULD BE PLACED 250 FEET IN ADVANCE OF THE UNEVEN JOINT AND BE
-WHERE LONGITUDINAL PAVING JOINTS OF TWO(2) INCHES OR LESS ARE EXPOSED TO TRAFFIC, WARNING SIGNS BE POSTED
CROSS UNDER THE FOLLOWING CONDITIONS:
IN AREAS WHERE A DROP-OFF IN THE LEVEL OF PAVEMENT IS TWO(2) INCHES OR LESS, TRAFFIC MAY BE ALLOWED TO FREELY 4.
3:1 OR FLATTER SLOPE OR PROTECTED BY TRAFFIC CONTROL DRUMS
RAMPED WITH AGGREGATE MATERIAL AT 3:1 SLOPE OR FLATTER SLOPE, PROVIDED WITH ABUTTING EDGE BITUMINOUS MATERIAL AT
THAN TWO(2) INCHES BUT NO MORE THAN FIVE(5) INCHES IN THE LEVEL OF PAVEMENT DURING NON-WORKING HOURS UNLESS EITHER
TRAFFIC SHALL NOT BE PERMITTED WITHIN TWO(2) FEET OF ANY EXCAVATION THAT RESULTS IN A VERTICAL DROP-OFF OF MORE 3.
TRAFFIC SIDE OF THE STREET.
UTILIZED, TEMPORARY TRAFFIC CONTROL DRUMS SHALL BE POSITIONED ADJACENT TO THE EDGE OF THE WORK AREA ON THE
BARRIERS OR RAMPED WITH AGGREGATE MATERIAL AT 3:1 OR FLATTER SLOPE FROM THE EDGE OF PAVEMENT. WHEN RAMPING IS
THAN FIVE(5) INCHES IN THE LEVEL OF PAVEMENT DURING NON-WORKING HOURS UNLESS PROTECTED BY TEMPORARY CONCRETE
TRAFFIC SHALL NOT BE PERMITTED WITHIN TEN(10) FEET OF ANY EXCAVATION THAT RESULTS IN A VERTICAL DROP-OFF OF MORE 2.
IN ADVANCE OF ANY STEEL PLATE.
CROSS-SECTION PRIOR TO THE END OF EACH WORKDAY. "STEEL PLATES" (W95-5(1)) SIGNS SHALL BE PLACED APPROXIMATELY 250'
ANY EXCAVATION(S) IN THE ROADWAY SHALL BE PAVED TO LEVEL GRADE OR PLATED AND THE ROADWAY REOPENED TO ITS FULL 1.
THAT EXISTED PRIOR TO THE WORK ACTIVITY.
AT THE COMPLETION OF WORK ACTIVITIES, CONDITIONS WITHIN THE PUBLIC SPACE SHALL BE FULLY RESTORED TO THE THOSE 2.
REMOVED OR COVERD.
NEEDED. WHEN WORK IS SUSPENDED FOR SHORT PERIODS OF TIME, TTC DEVICES THAT ARE NO LONGER APPROPRIATE SHALL BE
ALL TEMPORARY TRAFFIC CONTROL(TTC) DEVICES SHALL BE REMOVED AS SOON AS PRACTICAL WHEN THEY ARE NO LONGER 1.
THE WORK AREA TO MAINTAIN PEDESTRIAN TRAFFIC AS PER SHA STD. MD 104.06-09A.
AS DIRECTED BY THE ENGINEER, CONTRACTOR/PERMITTEE SHALL RESTRICT PARKING ON THE OPPOSITE SIDE OF THE STREET FROM 12.
PROVIDED AT LEAST 48 HOURS NOTICE PRIOR TO ANY PARKING RESTRICTIONS ALONG LINCOLN AVE. OR ELM AVE.
LANE WIDTH OF 10'. PARKING RESTRICTIONS SHALL BE COORDINATED WITH THE CITY OF TAKOMA PARK AND RESIDENTS SHALL BE
PARKING RESTRICTIONS SHALL BE AT THE DISCRETION OF THE CONTRACTOR/PERMITTEE IN ORDER TO MAINTAIN A MINIMUM TRAVEL 11.
SHA STD. NOS. MD 104.02-10, MD 104.02-14, MD 104.06-27.
WHEN POSSIBLE, TWO-WAY TRAFFIC SHALL BE MAINTAINED, OTHERWISE, FLAGGERS SHALL BE USED TO CONTROL TRAFFIC AS PER 10.
IS COMPLETED PRIOR TO PROCEEDING TO THE NEXT BLOCK.
IN ORDER TO MINIMIZE IMPACTS TO RESIDENTS, CONTRACTOR SHALL SEQUENCE CONSTRUCTION SUCH THAT WORK WITHIN A BLOCK 9.
DAMAGED AS A RESULT OF THE PROJECT SHALL BE ASSESSED TO THE CONTRACTOR/PERMITTEE.
PROPER LOCATION PRIOR TO THE COMPLETION OF THE PROJECT. COST FOR THE REPLACEMENT AND/OR REPAIR OF DEVICES
ALL EXISTING TRAFFIC CONTROL DEVICES(I.E. SIGNS, MARKINGS, ETC.) THAT MUST BE REMOVED SHALL BE REPLACED IN THEIR 8.
AREA, THE CONTRACTOR/PERMITTEE SHALL NOTIFY THE APPROPRIATE AGENCY OF SIGNAGE TO BE INSTALLED.
IF ANY TEMPORARY CONTROL SIGNS ARE TO BE PLACED ALONG A MSHA ROADWAY OR WITHIN THE LIMITS OF AN INCORPORATED 7.
CURRENT MDSHA MATERIAL AND REFLECTIVITY REQUIREMENTS.
HIGHWAY ADMINISTRATION (MDSHA) STANDARD SPECIFICATIONS FOR CONSTRUCTION MATERIALS SECTION 104.08 AND SHALL MEET
ALL TEMPORARY SIGNS SHALL BE INSTALLED IN ACCORDANCE TO THE MARYLAND DEPARTMENT OF TRANSPORTATION STATE 6.
WITHIN THE WORK ZONE.
CONSTRUCTION ACTIVITY, LOADING OR UNLOADING OF EQUIPMENT SHALL NOT BLOCK ANY TRAFFIC LANE OTHER THOSE DELINEATED 5.
TIMES. NO HAZARDOUS MATERIAL SHALL BE STORED WITHIN PUBLIC RIGHT-OF-WAY.
CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE STORED OFF THE TRAVEL LANES AND PEDESTRIAN FACILITIES AT ALL 4.
REFLECTIVE SHEETING AS PER THE MUTCD.
'BOOK OF STANDARDS'. ALL SIGNS TRAFFIC DRUMS AND CONES SHALL BE FULLY REFLECTORIZED WITH HIGH INTENSITY,
ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST VERSION OF THE MUTCD AS WELL AS MDSHA'S 3.
CONSTRUCTION AT ALL TIMES.
THE CONTRACTOR/PERMITTEE MUST HAVE AN SHA "CERTIFIED" TRAFFIC CONTROL MANAGER ON SITE DURING ALL PHASES OF 2.
PROPERTY OWNER. ACCESSIBILITY FOR EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES.
MAINTAIN ACCESS TO ALL ROADWAYS AND DRIVEWAY ENTRANCES AT ALL TIMES UNLESS PERMISSION IS GRANTED BY THE 1.
CITY OF TAKOMA PARK
SILVER SPRING, MD 20910
31 OSWEGO AVENUE
SCALE :DATEREVISIONNO. BY SHEET OF 30Designed by: Drawn by: Checked by:
N:\
32033-
002\
CA
DD\
pH
T-
P001_
Lincoln
Ave.d
gn
11/
8/
2017
Whitman, Requardt & Associates, LLP801 South Caroline Street, Baltimore, Maryland 21231
FROM JACKSON AVENUE TO ELM AVENUE
SIDEWALK ALONG LINCOLN AVENUE
AUGUST 2017
5'VARIES
MAX
4:1
SIDEWALK
MAX
48:1
AND SEED
4" TOPSOIL
EX. GROUND
EX. GROUND
VARIES
SIDEWALK
5'
MAX
4:1
MAX
48:1
AND SEED
4" TOPSOIL
& GUTTER
EX. CURB
EX. STAIRSVARIES*
SIDEWALK
EX. STAIRS
MEETS
MAX
48:1& GUTTER
EX. CURB
& GUTTER
EX. CURB
EX. ROADWAY
EX. ROADWAY
EX. ROADWAY
EX. ROADWAY
EX. ROADWAY
HEIGHT VARIES
STA. 3+60.72, RT. TO STA. 3+94.73, RT.
STA. 7+46.61, RT. TO STA. 7+91.11, RT.
STA. 15+17.18, RT. TO STA. 15+70.62, RT.
STA. 16+37.15, LT. TO STA. 16+62.59, LT.
STA. 18+26.06, LT. TO STA. 18+28.91, LT. STA. 17+52.30, RT. TO STA. 18+70.43, RT.
STA. 19+03.69, RT. TO STA. 19+08.88, RT.
STA. 20+36.82, RT. TO STA. 20+43.91, RT.
STA. 3+07.88, RT. TO STA. 3+29.01, RT.
STA. 16+33.14, RT. TO STA. 16+50.14, RT.
STA. 5+11.64, RT.
STA. 6+80.19, RT.
STA. 7+45.08, RT.
STA. 8+01.38, RT.
STA. 9+14.44, RT.
STA. 9+76.31, RT.
STA. 12+43.98, RT.
EX. ROADWAY
04
TS-01
TYPICAL SECTIONS
NOT TO SCALE
SEE PAVEMENT DETAIL 'D'
SIDEWALK TYPICAL SECTION
STA. 0+49.67, RT. TO STA. 0+71.20, RT.
BACK CURB TYPICAL SECTION
STA. 14+41.91, RT. TO STA. 14+90.62, RT.
STA. 18+34.04, LT. TO STA. 18+35.26, LT. STA. 18+36.18, LT. TO STA. 18+38.26, LT.
STA. 0+38.29, RT. TO STA. 0+49.67, RT.
STA. 11+65.82, RT. TO STA. 11+84.34, RT.
STA. 6+03.06, RT. TO STA. 6+23.43, RT.
STA. 7+91.11, RT. TO STA. 7+99.91, RT.
STA. 11+79.36, RT. TO STA. 11+84.34, RT.
STA. 4+15.74, RT. TO STA. 4+60.02, RT.
STA. 4+47.94, RT. TO STA. 4+60.02, RT.
MCK ALS MCK
EX. GROUND
AT EX. STAIRS
*SEE DWG PS-01-PS-03 FOR SIDEWALK WIDTHS
SEE PAVEMENT DETAIL 'A' ON DWG PD-01
SEE PAVEMENT DETAIL 'A' ON DWG PD-01
5" CONC. SIDEWALK
5" CONC. SIDEWALK
5" CONC. SIDEWALK
BL
MATCH EX.VARIES
BL
MATCH EX.
VARIES
VARIES
SEE PAVEMENT DETAIL 'C'
SEE PAVEMENT DETAIL 'C'
SEE PAVEMENT DETAIL 'A' ON DWG PD-01
SEE PAVEMENT DETAIL 'A' ON DWG PD-01
& GUTTER
EX. CURB
EX. ROADWAYMAX
48:1EX. GROUND
SEE PAVEMENT DETAIL 'A' ON DWG PD-01
EX. ROADWAY
STA. 19+99.62, RT. TO STA. 20+04.82, RT.
STA. 17+28.07, LT. TO STA. 18+26.06, LT.
STA. 16.+62.59, LT. TO STA. 16+99.64, LT.
STA. 16+50.14, RT. TO STA. 17+14.81, RT.
STA. 15+70.62, RT. TO STA. 16+33.14, RT.
STA. 13+16.55, RT. TO STA. 14+41.91, RT.
STA. 10+27.12, RT. TO STA. 11+18.16, RT.
STA. 9+12.52, RT. TO STA. 9+97.12, RT.
STA. 2+24.55, RT. TO STA. 3+02.29, RT.
MAX
4:1
STA. 11+25, LT to STA. 12+47, LT
WEDGE AND LEVEL ALONG LINCOLN AVE. TYPICAL SECTION
FLEXIBLE SIDEWALK TYPICAL SECTION
EX. GROUND
EX. GROUND
FLEXIBLE SIDEWALK - SEE PAVEMENT DETAIL 'E' ON DWG PD-01
STA. 3+40, RT to STA. 3+65, RT
WEDGE AND LEVEL ALONG ASPEN AVE. TYPICAL SECTION
MAX4:1
STA. 3+02.29, RT. TO STA. 3+07.88, RT.
STA. 12+67.47, RT. TO STA. 12+72.99, RT.
5" CONC. SIDEWALK
SEE PAVEMENT DETAIL 'A' ON DWG PD-01
RETAINING WALL - SEE DWG DE-01 AND DE-02
STA. 12+45, RT. TO STA. 12+67, RT.STA. 11+84, RT. TO STA. 12+43, RT.
STA. 8+44, RT. TO STA. 8+78, RT.STA. 8+19, RT. TO STA. 8+39, RT.STA. 8+03, RT. TO STA. 8+16, RT.STA. 6+82, RT. TO STA. 7+44, RT.STA. 6+26, RT. TO STA. 6+79, RT.STA. 5+13, RT. TO STA. 5+70, RT.STA. 4+60, RT TO STA. 5+10, RT.STA. 1+89, RT TO STA. 2+25, RT.STA. 1+54, RT TO STA. 1+84, RT.STA. 0+71, RT TO STA. 1+52, RT.
RETAINING WALL TYPICAL SECTION
STA. 20+04.82, RT. TO STA. 20+36.82, RT.
STA. 19+08.88, RT. TO STA. 19+68.86, RT.
STA. 13+01.71, RT. TO STA. 13+16.55, RT.
STA. 9+97.12, RT. TO STA. 10+27.12, RT.
STA. 19+08.88, RT. TO STA. 19+69.46, RT.
STA. 5+71.52, RT. TO STA. 6+03.06, RT.
EX. ROADWAY
SEE PAVEMENT DETAIL 'A' ON DWG PD-01
LESS THAN 5' WIDE
STAIR TIE-IN TYPICAL SECTION
MAX
48:1
MAX
2:1
VARIES 3'-5'VARIES
5'
CITY OF TAKOMA PARK
SILVER SPRING, MD 20910
31 OSWEGO AVENUE
SCALE :DATEREVISIONNO. BY SHEET OF 30Designed by: Drawn by: Checked by:
N:\
32033-
002\
CA
DD\
pH
T-
D001_
Lincoln
Ave.d
gn
11/
8/
2017
Whitman, Requardt & Associates, LLP801 South Caroline Street, Baltimore, Maryland 21231
FROM JACKSON AVENUE TO ELM AVENUE
SIDEWALK ALONG LINCOLN AVENUE
AUGUST 2017
SUBGRADE
EXISTING
PAVEMENT
EXISTING
2
7
1
PAVEMENT LEGEND
NOTES:
10"
3
4
5
6
PLACEMENT OF NEW CURB AND GUTTER
PAVEMENT DETAIL B
05
PD-01
PAVEMENT DETAILS
NOT TO SCALE
2" SUPERPAVE ASPHALT MIX 9.5 mm, PG 64S-22, LEVEL 2
PAVEMENT
EXISTING
1
4
3
2
5
6" GRADED AGGREGATE BASE COURSE - INCIDENTAL TO CURB AND GUTTER
6
7
PAVEMENT GRIND, WEDGE AND OVERLAY
PAVEMENT DETAIL C
TOP OF EXISTING PAVEMENT AFTER NOMINAL 2" GRINDING
REVEAL VARIES (18" MAX)
EXPANSION MATERIAL
" PREFORMED2
1
AND PROPOSED GROUND1" BETWEEN TOP OF CURB
SLOPE AWAY FROM CURB
EXISTING GROUND
1:1 GRADE
SUBGRADECOMPACTED
8"
1"R.
6"
MIN.
10"
5"6"
6"
SUPERPAVE 19.0 mm FOR WEDGE/LEVEL, PG 64-22, LEVEL 2LEVELING - PG 64-22, LEVEL 2 OR VARIABLE DEPTH HOT-MIX ASPHALT VARIABLE DEPTH HOT MIX ASPHALT SUPERPAVE 9.5 mm FOR WEDGE &
8" PORTLAND CEMENT CONCRETE, MIX #9 (SEE NOTE 1)
1"R
6"
1"7"
6"
1' MAX.
1
9 8
9
10 5" CONCRETE SIDEWALK
FULL DEPTH SAW CUT
10
11 3" CRUSHER RUN (CR-6)
11
11
12
8
6
(LESS THAN 18" REVEAL)ADJACENT TO BACK OF SIDEWALK
MODIFIED TYPE A CURB DETAIL
PAVEMENT DETAIL D
o
PAVEMENT MARKING LINE PLACEMENT
CROSSWALK DETAIL
13
14
14
2'
45
MCK ALS
STANDARD SHA TYPE A COMBINATION CURB AND GUTTER, ANY HEIGHT OR DEPTH, SEE DETAIL "A"
STANDARD SHA TYPE A CURB, ANY HEIGHT OR DEPTH
SEE DWG PS-03 & PS-04 FOR WIDTH
ANY HEIGHT OR DEPTHSTANDARD SHA TYPE A COMBINATION CURB AND GUTTER
PAVEMENT DETAIL A
TOP OF SUBGRADE AND LIMIT OF EXCAVATION
12
14 12" WHITE PREFORMED THERMOPLASTIC PAVEMENT MARKING LINES
FLEXIBLE SIDEWALK
PAVEMENT DETAIL E13
3" NO. 57 STONE
6.
5.
4.
3.
2.
1.
FOLLOWED BY 4" TOPSOIL.
LIMITS OF EXCAVATION. BACKFILL WITH FURNISHED SUBSOIL UP TO 4" BELOW FINAL GRADE,
IN AREAS OF PAVEMENT REMOVAL, COMPLETELY REMOVE EXISTING PAVEMENT TO DEFINED
OR AT THE TOP OF SUBGRADE, WHICHEVER IS LOWER.
SHALL BE AT THE BOTTOM OF THE BOUND MATERIALS IN THE EXISTING PAVEMENT
IN AREAS WHERE EXISTING PAVEMENT IS BEING REMOVED, THE LIMIT OF EXCAVATION
SHEET CE-03 FOR GUTTER PAN ELEVATIONS.
SEE ROADWAY PLAN SHEETS FOR LIMITS OF GRIND, WEDGE/LEVEL, AND OVERLAY. SEE
PG 64S-22, LEVEL 2 (2" MINIMUM, 4" MAXIMUM LIFT THICKNESS)
VARIABLE DEPTH HOT-MIX ASPHALT SUPERPAVE 19.0 mm FOR WEDGE/LEVEL,
USE THE FOLLOWING MATERIAL:
IN CASES WHERE THE TOTAL REQUIRED WEDGE/LEVEL THICKNESS IS GREATER THAN 2",
LEVEL 2 (1" MINIMUM, 2" MAXIMUM LIFT THICKNESS)
VARIABLE DEPTH HOT-MIX ASPHALT SUPERPAVE 9.5 mm WEDGE/LEVEL. PG 64S-22,
WHERE UP TO 2" WEDGE/LEVEL IS REQUIRED, USE THE FOLLOWING MATERIAL:
USE THE FOLLOWING ITEM FOR WEDGE/LEVEL, AS DIRECTED BY ENGINEER. IN CASES
AND GUTTER.
ARE NOT NECESSARY. THE TRANSVERSE JOINTS SHALL MATCH THOSE OF THE CURB
CONCRETE MIX #9, TO THE BOTTOM OF THE FINAL HMA COURSE. DOWEL BARS
A MINIMUM OF 6" GRADED AGGREGATE BASE AND JOINTED PLAIN PORTLAND CEMENT
GUTTER FORM PLACEMENT. THE ADDITIONAL EXCAVATION IS TO BE FILLED WITH
CONTRACTOR MAY EXCAVATE AN ADDITIONAL 1' WIDTH (MAXIMUM) FOR CURB AND
WHERE EXISTING CURB IS REPLACED OR NEW CURB IS BEING PLACED , THE
1.5" FLEXIBLE SIDEWALK
MCK
CITY OF TAKOMA PARK
SILVER SPRING, MD 20910
31 OSWEGO AVENUE
SCALE :DATEREVISIONNO. BY SHEET OF 30Designed by: Drawn by: Checked by:
N:\
32033-
002\
CA
DD\
pH
T-
D002_
Lincoln
Ave.d
gn
11/
8/
2017
Whitman, Requardt & Associates, LLP801 South Caroline Street, Baltimore, Maryland 21231
FROM JACKSON AVENUE TO ELM AVENUE
SIDEWALK ALONG LINCOLN AVENUE
AUGUST 2017
06
PD-02
PAVEMENT DETAILS
NOT TO SCALEMCK ALS
1'-4"
ENCASEMENT
CONCRETE
P.V.C. PIPE
3" SCH. 40
CURB FACE
B
AA
SIDEWALK
5" CONCRETE
B
SIDEWALK WIDTH VARIES
SECTION A-A
WITH CURB FACE
TO BE FLUSH
CUT AND TRIM PIPE
SLOPE TO GUTTER - SLOPE TO MATCH SIDEWALK
3" SCH. 40 P.V.C. PIPE,
SECTION B-B
6"
SIDEWALK
5" CONCRETE
SUBGRADE
COMPACTED
3" CRUSHER RUN (CR-6)
3" MIN.
3" MIN.
11
COMPACTED SUBGRADE
SEE NOTE 1
(WRAP PIPE)
" EXPANSION JOINT21
SEE NOTE 1
" EXPANSION JOINT21
JOINT
1/2" EXPANSION
3" MIN.
BASE (GAB)
AGGREGATE
6" GRADED
TYP.
5" CONCRETE SIDEWALK
3" CRUSHER RUN (CR-6)
& GUTTER
CONCRETE CURB
48:1 MAX.
EXACT LOCATION OF PIPE
REFER TO DWG PS-02 FOR
MCK
PLAN VIEW
OUTFALL PIPE THROUGH CURB DETAIL
1'-4"
NOTES:
-MD SHA SPEC 603.03 FOR SIDEWALKS AND DRIVEWAYS
-MDSHA SPEC 602.03 FOR CURB AND COMB CURB AND GUTTER
-MDSHA STD NO. MD-655.01 SIDEWALK EXPANSION JOINTS
WITH THE FOLLOWING:
1.EXPANSION JOINTS SHALL BE INSTALLED IN ACCORDANCE
CITY OF TAKOMA PARK
SILVER SPRING, MD 20910
31 OSWEGO AVENUE
SCALE :DATEREVISIONNO. BY SHEET OF 30Designed by: Drawn by: Checked by:
N:\
32033-
002\
CA
DD\
pA
DA_
P001_
Lincoln
Ave.d
gn
11/
8/
2017
Whitman, Requardt & Associates, LLP801 South Caroline Street, Baltimore, Maryland 21231
FROM JACKSON AVENUE TO ELM AVENUE
SIDEWALK ALONG LINCOLN AVENUE
AUGUST 2017
DD
+50+50
18"
9+00
R=23'
12:1
MOD. PARALLEL RAMP
(SEE MD 655.12)
STA. 0+44, RT.
MOD. PARALLEL RAMP
(SEE MD 655.12)
STA. 3+23, RT.
5'
MOD. PARALLEL RAMP
(SEE MD 655.12)
STA. 3+62, RT.
(SEE MD 630.01)
STA. 8+95, RT.
(SEE MD 630.01)
STA. 4+10, RT.
MOD. STD. ENTRANCE NO. 1 MOD. STD. ENTRANCE NO. 1
STA. 7+69, RT.
48:1
12:1
5'
R=10'
6'
45"
REMAIN
WALL TO
EX. STONE
12:1
6'
MAX
MAX
MA
X
MA
X
5'
R=10'
MAX
48:1
12:1
MAX
5'
6'
5'
2'
REMOVAL
EX. PAVEMENT
EX. CURB
USPS MAILBOX
RELOCATE EX.
STREET SIGN
RELOCATE EX.
48:148:112:1
12:1
+ -
11
%
5'
6' 6'
2'
MAX.MAX. MAX.MAX.
48:1
3'
MAX.
12:1
8.5
MA
X.
DRIVEWAY
MEET EX.
MAX.
12:1
MAX.
12:1
6'6'
12:1
MAX.
3'
11'
+ -
21%
2'
48:1
MAX.55"-+
5'
DRIVEWAY
MEET EX.
48:1
MAX.5'
TO REMAIN
EX. HYDRANT
5'
EX. CURB
11' 10'24'
TO REMAIN
EX. TREETO REMAIN
EX. TREE
BUMPOUT AROUND HYDRANT
MAX.48:1
48:1EX.
MAX.48:1
MAX.48:1 MAX.
48:1
48:1
MAX.
TO REMAIN
EX. INLET TOP
ADA RAMP
MEET EX.
5'
07MCKMCK ALS 1" = 5'
ADA DETAILS
5' 5
'
55"
48:1
MAX.
3'
2'
4'
1'
MAX48:1
STAIRS
MEET EX.
STAIRS
MEET EX.
ADA-01
EX. SIGN RELOCATION
FOR CURB LAYOUT
SEE DWG CE-01FOR CURB LAYOUT
SEE DWG CE-O1
TO BACK OF PROPOSED CURB
3' MIN. FROM EDGE OF EX. HYDRANTFOR CURB LAYOUT
SEE DWG CE-01
CITY OF TAKOMA PARK
SILVER SPRING, MD 20910
31 OSWEGO AVENUE
SCALE :DATEREVISIONNO. BY SHEET OF 30Designed by: Drawn by: Checked by:
N:\
32033-
002\
CA
DD\
pA
DA_
P002_
Lincoln
Ave.d
gn
11/
8/
2017
Whitman, Requardt & Associates, LLP801 South Caroline Street, Baltimore, Maryland 21231
FROM JACKSON AVENUE TO ELM AVENUE
SIDEWALK ALONG LINCOLN AVENUE
AUGUST 2017
WM
WM
MOD. PARALLEL RAMP MOD. PARALLEL RAMP
(SEE MD 655.12)
STA. 11+71, RT.
MOD. STD. ENTRANCE NO. 1
(SEE MD 630.01)
STA. 12+87, RT.
(SEE MD 655.12)
STA. 14+88, RT.
(SEE MD 655.12)
STA. 15+20, RT.
MOD. PARALLEL RAMP MOD. PARALLEL RAMP
(SEE MD 655.12)
STA. 16+42, RT.
MOD. PARALLEL RAMP
(SEE MD 655.12)
STA. 16+42, LT.
5'
6'
48:1
2' 4
8:1
5'
12:1
MAX.
MAX.
MAX.
R=10'
MAX.
48:1MAX.
48:1
12:1
MAX.
12:1
MAX.MAX.
48:1
MAX.
12:1
3'
2'
5'
5'
6'
6'
MAX.
12:1
R=10'
5'
6'
EX. CURB
2'
48:1
MAX.
MAX.
48:148:1
MAX. 3'
4'
5'
5'
6'
RELOCATE SIGN
MAX.
48:1
12:1
MAX.
EX. CURB
2'
R=10'
MAX.
48:1
5'
MAX.
48:1
12:1
MAX.MAX.
12:1
6'5'6'
MAX.
48:1
MAX.
48:1
55"
5'
5'
5'
EX. SIGN
RELOCATE
+ -
MAX.
48:1
MAX.
12:1
6'5' 5'
TO REMAIN
EX. SHRUBS
STREET SIGN
RELOCATE EX.
MAX.
48:1
MAX.
48:1
4'5'
2'
REMOVAL
EX. PAVEMENT
R=10'
EX. CURB
REMOVAL
EX.PAVEMENT
REMOVAL
EX. PAVEMENT
08MCKMCK ALS 1" = 5'
ADA DETAILS
BY OTHERS
TO BE REMOVED
EX. UTILITY POLE
ADA-02
DRIVEWAY
MEET EX.
REMAIN
POLE TO
EX. UTILITY
UTILITY POLE
42" AT EX.
FOR CURB LAYOUT
SEE DWG CE-02
FOR CURB LAYOUT
SEE DWG CE-02
FOR CURB LAYOUT
SEE DWG CE-04
MAX.
20%10'
11'
+ -
MAX.
26%
+-
CITY OF TAKOMA PARK
SILVER SPRING, MD 20910
31 OSWEGO AVENUE
SCALE :DATEREVISIONNO. BY SHEET OF 30Designed by: Drawn by: Checked by:
N:\
32033-
002\
CA
DD\
pA
DA-
P003_
Lincoln
Ave.d
gn
11/
8/
2017
Whitman, Requardt & Associates, LLP801 South Caroline Street, Baltimore, Maryland 21231
FROM JACKSON AVENUE TO ELM AVENUE
SIDEWALK ALONG LINCOLN AVENUE
AUGUST 2017
WM
DD
WM
MOD. STD. ENTRANCE NO. 1
(SEE MD 630.01)
STA. 17+14, LT.
(SEE MD 630.01)
STA. 18+33, LT.
(SEE MD 655.12)
STA. 18+38, LT.
BUMPOUT AROUND HYDRANT
STA. 16+84, RT.
MOD. STD. ENTRANCE NO. 1
(SEE MD 630.01)
STA. 17+34, RT.
MOD. STD. ENTRANCE NO. 1
(SEE MD 630.01)
STA. 18+36, LT.
MOD. STD. ENTRANCE NO. 1 PARALLEL RAMP
5'5'5'
BY OTHERS
BE REMOVED
EX. TREE TO
MAX
48:1
MAX
48:1
5'
5'
MAX
48:1
MAX
48:1
MAX
12:1
MAX
12:1
5%
5'
6'
6' 5'
4'
MAX
48:1MAX
48:1
MAX
48:1
4' 5'
TO REMAIN
EX. SHRUBS
DRIVEWAY
MEET EX.
MAX
12:1
MAX.
12:1
MAX
48:1
MAX
48:1
6'6'
2'
3'
8'
MAX
12:1
MAX
48:1
10%
DRIVEWAY
MEET EX.
EX. SIGN
RELOCATE
5'
MAX12:
1
MAX
48:1 5'
2'
+ -
+ -
+-MAX
12:1
MAX
48:1
6'
6'
5'
R=38'
MAX
12:1
2'
HEIGHT
6" CURB
HEIGHT
2" CURB
5'
5'
R=5'
MAX48:
1
MAX
12:1
MAX
48:1
4'
5'
MAX
12:1
MAX
12:1
MAX
12:1
MAX
48:1
HEIGHT
6" CURB
MAX
12:1
MAX
48:1
MAX
48:15'
5'
DRIVEWAY
MEET EX.
DRIVEWAY
MEET EX.
3' 3'6'
+ -
MAX
12:1
MAX
12:1 MAX
48:1
6'5'6' 5'
MAX
48:1MAX
48:1
5'
5'
HEIGHT
6" CURB
BY OTHERS
TO BE RELOCATED
EX. UTILITY POLE
HEIGHT
3" CURB
09MCKMCK ALS 1" = 5'
ADA DETAILS
TO REMAIN
EX. HYDRANT
TO REMAIN
EX. TREE
5'
ADA-03
OF EX. HYDRANT
3' MIN. FROM EDGE
FOR CURB LAYOUT
SEE DWG CE-05
CURB LAYOUT
SEE DWG CE-04 FOR
CITY OF TAKOMA PARK
SILVER SPRING, MD 20910
31 OSWEGO AVENUE
SCALE :DATEREVISIONNO. BY SHEET OF 30Designed by: Drawn by: Checked by:
N:\
32033-
002\
CA
DD\
pA
DA-
P004_
Lincoln
Ave.d
gn
11/
8/
2017
Whitman, Requardt & Associates, LLP801 South Caroline Street, Baltimore, Maryland 21231
FROM JACKSON AVENUE TO ELM AVENUE
SIDEWALK ALONG LINCOLN AVENUE
AUGUST 2017
MOD. STD. ENTRANCE NO. 1
(SEE MD 630.01)
STA. 19+86, RT.
MOD. STD. ENTRANCE NO. 1
(SEE MD 630.01)
STA. 18+88, RT.
(SEE MD 655.12)
STA. 20+40, RT.
MOD. PARALLEL RAMP
2'
3'
6'
+ -
MAX.12:1
MAX.
12:1
MAX.
48:1
MA
X.
12:1
17
%
MAX.
48:1
MAX.48:1
5' 5
'
R=184'
DRIVEWAY
MEET EX.
4'
2'
3'
+ -
MAX.
48:1
MAX.
12:1MAX.
48:1MAX.
12:1
5'5
'
MAX.
12:1
MAX.
48:1
FENCE
RELOCATE
REMOVE AND
MAX.
12:1
EX. SIGN
RELOCATE
ADA RAMP
MEET EX.
5'
MAX.48:1
6'
DRIVEWAY
MEET EX.
EX. SIGN
RELOCATE
10MCKMCK ALS 1" = 5'
ADA DETAILS
R=20'
ADA-04
FOR CURB LAYOUT
SEE DWG CE-05 FOR CURB LAYOUT
SEE DWG CE-05
6" GAB
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00
13+00 14+00
15+00
16+00
17+00
18+00
19+00
20
+00
20
+59
20
+59
PO
B
0+00.0
0
PC
11+63.0
3
PC 12
+80.0
9
PT 14
+25.3
3
PI
17+58.8
1
PI
18+36.6
5
POE 20+59
.47P
T 12
+10.9
3
S 45°18'22.86" E
S 29°43'39.08" W
S 26°35'17.41 E
S 25°31'06.23" E
S 29°14'27.74" E
S 60°03'44.83" E
PI 19+
50.43
CITY OF TAKOMA PARK
SILVER SPRING, MD 20910
31 OSWEGO AVENUE
SCALE :DATEREVISIONNO. BY SHEET OF 30Designed by: Drawn by: Checked by:
N:\
32033-
002\
CA
DD\
pG
S-
P001_
Lincoln
Ave.d
gn
11/
8/
2017
Whitman, Requardt & Associates, LLP801 South Caroline Street, Baltimore, Maryland 21231
FROM JACKSON AVENUE TO ELM AVENUE
SIDEWALK ALONG LINCOLN AVENUE
AUGUST 2017
NORTH EAST BEARINGCURVE POINT NO.
GPS
WR
AGPS2 W
RA100
WR
A
WR
A
WR
A101
WR
A WR
A102
GPS
GPS
WR
AGPS1
WR
A103
WR
A
WR
A50
WR
A
FLY
WR
A104
WR
A
WR
A
FLY
WR
A51
WR
A
WR
A105
WR
A106
WR
A
WR
A107
WR
A
WR
A108W
RA
WR
A109
WR
A
GPS W
RAGPS3
GPS W
RAGPS4
CURVE NO. 2
CURVE NO. 1
TRAVERSE POINTS
EAST ELEVATIONPOINT NO. NORTH
WRAGPS2
WRA100
WRA101
WRA102
WRA103
WRA50
WRA104
WRA51
WRA105
WRA106
WRA107
WRA108
WRA109
WRAGPS3
WRAGPS4
EDc RCURVE DELTA L T
CURVE DATA
CURVE-1
CURVE-2
1.55'
270.00' 74.43' 10.07'
LINCOLN AVE.
N
E 13
1200
0
N 47
8100
E 13
1300
0
N 47
8100
E 13
1300
0
N 47
7200
LINCOLN AVENUE
 CONSTRU
0 100' 200'
SCALE: 1" = 100'-0"
50'
STA. 0+36.77
LINCOLN AVENUE
LIMIT OF WORK
111" = 100'
GS-01
MCKMCK ALS
WRAGPS1
196.82
210.34
447,905.0576
478,442.4011
478,344.2768
478,177.8268
478,046.3065
477,970.1764
477,850.9640
477,839.6393
477,781.7029
477,732.3746
477,622.8633
477,565.6938
477,414.3819
477,290.5148
477,079.3929
476,915.5107
234.37
183.80
222.63
223.91
210.14
211.46
204.66
204.24
201.18
196.49
203.10
201.69
205.74
226.20
1,311,974.7957
1,312,098.7334
1,312,217.0457
1,312,384.8345
1,312,554.7033
1,312,634.2603
1,313,261.8932
1,313,330.7826
1,313,271.5804
1,313,162.0201
1,313,097.2537
1,312,944.1557
1,312,836.6387
1,312,822.3970
1,312,726.4612
1,312,754.9234
CONSTRUCTION CONTROL COORDINATES
CURVE NO. 1
CURVE NO. 2
STATION
24.08'47.90'186.00'30°48'15"14°45'22" LT
30°49'19" RT 21°13'14" 145.25'
1,312,123.5974478,456.646100+00.00POB
1,312,950.3690477,638.668811+63.03PC
1,312,967.4903477,621.729611+87.11PI
1,312,988.3614477,609.710012+10.93PT
1,313,048.2878477,575.198512+80.09PC
1,313,112.7832477,538.055713+54.51PI
1,313,149.1386477,473.113214+25.33PT
1,313,312.0336477,182.129817+58.81PI
1,313,345.5672477,111.883318+36.65PI
1,313,294.6405477,010.132619+50.43PI
1,313,240.5717476,915.445520+59.47POE
GEOMETRY PLAN AND SURVEY CONTROL
STA. 20+45.52
ELM AVENUE
LIMIT OF WORK
ASPEN AVE.
BOYD AVE.
LAR
CH
AVE.
HAY
WAR
D
AVE.
BO
YD CT.
EL
M AVE.
S 45°18'22.86" E
S 60°03'44.83" E
S 29°14'27.74" E
S 25°31'06.23" E
S 26°35'17.41" W
S 29°43'39.08" W
WM
ME
TA
LC
AR
PO
RT
WM
3+00 4+00+50 +50
CITY OF TAKOMA PARK
SILVER SPRING, MD 20910
31 OSWEGO AVENUE
SCALE :DATEREVISIONNO. BY SHEET OF 30Designed by: Drawn by: Checked by:
N:\
32033-
002\
CA
DD\
pC
E-
P001_
Lincoln
Ave..
dgn
11/
8/
2017
Whitman, Requardt & Associates, LLP801 South Caroline Street, Baltimore, Maryland 21231
FROM JACKSON AVENUE TO ELM AVENUE
SIDEWALK ALONG LINCOLN AVENUE
AUGUST 2017
8+00+50
100
NUMBER
POINT
STATION
BASELINE
* SEE POINT OF APPLICATION DETAIL (THIS SHEET)
ELEV.*EASTNORTHOFFSET
101
102
103104105106
NUMBER
POINT
STATION
BASELINE
* SEE POINT OF APPLICATION DETAIL (THIS SHEET)
ELEV.*EASTNORTHOFFSET
ASPEN AVENUE BUMPOUT CURB ELEVATIONS
ELEVATION
PROPOSED
POINT OF APPLICATION DETAIL
124
126129
BUMP OUT CURB ELEVATIONS
ASPEN AVENUE
12
CE-01
MCKMCK ALS 1"=10'
N
N
ASPEN AVEN
UE
LINCOLN AVENUE
LINCOLN AVENUE
R=10'
R=10'
CURB ELEVATIONS AND LAYOUT
108
107
109
110
111
112
113
114
115 116 117 118 119 120 121 122123
125127 128
130
212.70
212.21
211.69
211.16
210.64
210.29
209.96
209.68
209.52
209.47
209.42
209.51
209.61
209.70
219.83
210.11
210.90
207.40
207.54
207.82
207.88
207.95
207.96
208.11
1312433.6089
1312427.8526
1312420.7155
1312413.5784
1312406.4413
1312399.3042
1312392.1671
1312385.0300
1312377.8929
1312375.2833
1312370.5020
1312365.6158
1312361.5606
1312359.1128
1312357.6400
1312354.7271
1312351.8142
1312329.8257
1312333.7574
1312340.8608
1312342.3236
1312343.7245
1312343.3156
1312340.3993
478133.0976
478138.7468
478145.7512
478152.7556
478159.7600
478166.7644
478173.7688
478180.7732
478187.7777
478189.6914
478191.0090
478190.1588
478187.3037
478182.9902
478178.1535
478168.5871
478159.0208
478235.3403
478231.4549
478224.4164
478222.6376
478213.0607
478211.7195
478202.1542
4+47.94
4+39.87
4+29.87
4+19.87
4+09.87
3+99.87
3+89.87
3+79.87
3+69.87
3+66.67
3+62.35
3+59.47
3+58.60
3+59.89
3+62.24
3+66.90
3+71.56
3+02.25
3+07.78
3+17.78
3+20.07
3+27.80
3+28.45
3+33.11
11.97'
12.00'
12.04'
12.08'
12.12'
12.16'
12.20'
12.24'
12.28'
12.76'
15.18'
19.22'
24.11'
28.89'
33.37'
42.22'
51.07'
12.28'
12.27'
12.28'
12.52'
18.34'
19.58'
28.43'
123
122
121
120
119
118
117
116
115
114
113
112
111
110
109
108
107
106
105
104
103
102
101
100
REMARKS REMARKS
130
129
128
127
126
125
124
7+91.33
7+81.84
7+76.48
7+66.48
7+56.48
7+56.15
7+46.50
11.32'
8.72'
8.72'
8.74'
8.75'
8.84'
11.45'
477892.0413
477900.5727
477904.3339
477911.3562
477918.3785
477918.5446
477923.4805
1312678.1739
1312673.2568
1312669.4436
1312662.3241
1312655.2046
1312654.9120
1312646.2150
217.78'
218.76'
219.23'
220.03'
220.80'
220.82'
221.46'
MATCH EX.
POT
POT
POT
POT
POT
MATCH EX.
MATCH EX.
POT
PT
POC
PC
POT
MATCH EX.
MATCH EX.
POT
POT
POT
POT
POT
POT
POT
PT
POC
POC
POC
POC
PC
POT
POT
MATCH EX.
CITY OF TAKOMA PARK
SILVER SPRING, MD 20910
31 OSWEGO AVENUE
SCALE :DATEREVISIONNO. BY SHEET OF 30Designed by: Drawn by: Checked by:
N:\
32033-
002\
CA
DD\
pC
E-
P002_
Lincoln
Ave..
dgn
11/
8/
2017
Whitman, Requardt & Associates, LLP801 South Caroline Street, Baltimore, Maryland 21231
FROM JACKSON AVENUE TO ELM AVENUE
SIDEWALK ALONG LINCOLN AVENUE
AUGUST 2017
D
D
13+00 14+00
+50
PC 12
+80.0
9
WM
CO
NC
15+00+50 +50
PT 14
+25.3
3
208
207
206
205
204
203
202
201
200
220
219
218
217
216215 214
213212
211
210
209
NUMBER
POINT
STATION
BASELINE
* SEE POINT OF APPLICATION DETAIL (THIS SHEET)
ELEV.*EASTNORTHOFFSET
ELEVATION
PROPOSED
POINT OF APPLICATION DETAIL
LARCH AVENUE
194.94
195.43
195.97
196.33
196.63
196.72
197.03
197.40
197.84
198.30
198.77
199.28
194.64
195.15
195.79
19630
196.47
196.77
196.92
197.09
197.25
NUMBER
POINT
STATION
BASELINEELEV.*EASTNORTHOFFSET
* SEE POINT OF APPLICATION DETAIL (THIS SHEET)
221
222
223
224225226227228229
231
230
232
233
234
235 236 237 238 239 240
241
203.17
203.26
203.48
203.68
203.84
203.98
204.17
204.46
204.80
205.74
200.28
200.68
200.86
200.92
201.52
202.13
202.68
203.13
203.68
204.17
205.35
BOYD COURT
LARCH AVENUE
BOYD COURT
N
N
LINCOLN AVENUE
LINCOLN AVENUE
BO
YD
CO
URT
R=10'
R=10'
R=10' R=10'
131" = 10'
CE-02
MCKMCK ALS
LAR
CH
AVE
NU
E
220
219
218
217
216
215
214
213
212
211
210
209
208
207
206
205
204
203
202
201
200
13+57.60
13+57.56
13+57.50
13+59.67
13+67.90
13+71.18
13+80.72
13+90.26
13+99.80
14+09.33
14+18.87
14+28.55
13+35.04
13+34.21
13+32.88
13+31.46
13+30.11
13+22.41
13+12.41
13+02.82
12+93.19
477556.1031
477551.0851
477544.2331
477537.7736
477528.4774
477525.8880
477518.2084
477510.3191
477502.2290
477493.9470
477485.4825
477476.8448
477578.8129
477574.6059
477568.1739
477561.7419
477559.6740
477560.8114
477566.3730
477571.6762
477576.9794
1313139.0828
1313133.7487
1313126.4651
1313123.0404
1313125.7348
1313127.9947
1313134.3990
1313140.5431
1313146.4202
1313152.0238
1313157.3475
1313162.3854
1313124.4714
1313119.4632
1313111.8062
1313104.1492
1313100.4611
1313090.8494
1313081.9583
1313073.4803
1313065.0023
241
240
239
238
237
236
235
234
233
232
231
230
229
228
227
226
225
224
223
222
221
15+70.60
15+66.46
15+56.46
15+46.46
15+36.46
15+26.46
15+20.04
15+15.55
15+15.37
15+15.08
14+41.20
14+47.18
14+49.46
14+50.95
14+60.95
14+70.94
14+80.94
14+87.21
14+91.61
14+91.74
14+91.92
1313209.0856
1313207.0345
1313202.0852
1313197.1359
1313192.1866
1313187.2373
1313182.2440
1313172.5882
1313167.2362
1313158.3716
1313146.0140
1313151.4040
1313152.9367
1313153.6251
1313158.2507
1313162.8763
1313167.5020
1313168.6529
1313163.3015
1313157.6122
1313148.9794
477340.1864
477343.7873
477352.4766
477361.1659
477369.8553
477378.5446
477383.1084
477382.8514
477380.0573
477375.4293
477453.1817
477449.3435
477447.5834
477446.2639
477437.3981
477428.5322
477419.6663
477413.1234
477405.0821
477401.7557
477396.7084
12.62'
12.65'
12.73'
12.80'
12.88'
12.95'
15.08'
23.63'
29.66'
39.66'
12.46'
9.63'
9.16'
9.20'
9.49'
9.79'
10.08'
12.28'
20.87'
27.46'
37.46'
-41.51'
-34.19'
-24.19'
-17.26'
-13.00'
-13.00'
-13.02'
-13.06'
-13.12'
-13.19'
-13.29'
-13.38'
-47.71'
-41.24'
-31.35'
-21.48'
-17.50'
-12.23'
-11.17'
-10.51'
-10.21'
MATCH EX.
POT
POT
POT
POT
PT
POC
PC
POT
MATCH EX.
MATCH EX.
PT
PC
POT
POT
POT
PT
POC
PC
POT
MATCH EX.
7'+
-
MA
X.
12:1
CURB ELEVATIONS AND LAYOUT
REMARKS
REMARKS
MATCH EX.
POT
PT
POC
PC
POC
POC
POC
POC
POC
POC
MATCH EX.
MATCH EX.
POT
POT
PT
POC
PC
POT
POT
MATCH EX.
CITY OF TAKOMA PARK
SILVER SPRING, MD 20910
31 OSWEGO AVENUE
SCALE :DATEREVISIONNO. BY SHEET OF 30Designed by: Drawn by: Checked by:
N:\
32033-
002\
CA
DD\
pC
E-
P003_
Lincoln
Ave..
dgn
11/
8/
2017
Whitman, Requardt & Associates, LLP801 South Caroline Street, Baltimore, Maryland 21231
FROM JACKSON AVENUE TO ELM AVENUE
SIDEWALK ALONG LINCOLN AVENUE
AUGUST 2017
D
WM
11+00
12+00
+50
+50
ELEVATION
PROPOSED
POINT OF APPLICATION DETAIL
300301 302
303305
306307
308
309
310
MAX12:1 8
'+
+ -
8' +
+-
MAX12:1
PT 12
+10.9
3
PC 11+
63.0
3
PC 12
+80.0
9
+25
+47
NUMBER
POINT
STATION
BASELINE
* SEE POINT OF APPLICATION DETAIL (THIS SHEET)
ELEV.*EASTNORTHOFFSET
WEDGE AND LEVEL CURB ELEVATIONS
198.63
199.04
199.49
199.83
200.11
200.39
200.68
201.00
201.28
201.53
201.74
201.79
201.84
LEVEL LIMITS
WEDGE AND
LEVEL LIMITS
WEDGE AND
304
311
312
REMARKS
1313025.7661
1313018.0440
1313009.7110
1313001.4122
1312993.1885
1312985.0600
1312977.0079
1312969.1193
1312961.3728
1312953.7560
1312946.2998
1312938.9023
1312931.5986
477601.3961
477606.3940
477611.9221
477617.5010
477623.1900
477629.0148
477634.9437
477641.0887
477647.4108
477653.8895
477660.5525
477667.2814
477674.1117
312
311
310
309
308
307
306
305
304
303
302
301
300
12+47.50
12+38.31
12+28.33
12+18.35
12+08.18
11+97.36
11+86.50
11+75.65
11+64.84
11+54.73
11+44.75
11+34.75
11+24.76
141" = 10'
CE-03
MCKMCK ALS
N
EX. CURB
MATCH
BOYD AVEN
UE
LINCOLN AVENUE
EX. CURB
MATCH
DRIVEWAY
MEET EX.DRIVEWAY
MEET EX.
-11.46'
-11.94'
-12.57'
-13.26'
-14.07'
-14.63'
-14.73'
-14.51'
-13.95'
-13.20'
-12.69'
-12.28'
-11.99'
WEDGE AND LEVEL ALONG LINCOLN AVENUE
CURB ELEVATIONS AND LAYOUT
ON DWG PD-01
SEE PAVEMENT DETAIL 'C'
MATCH EX.
POT
POT
POT
POT
POT
POT
POT
POT
POT
POT
POT
MATCH EX.
16+00+50
CITY OF TAKOMA PARK
SILVER SPRING, MD 20910
31 OSWEGO AVENUE
SCALE :DATEREVISIONNO. BY SHEET OF 30Designed by: Drawn by: Checked by:
N:\
32033-
002\
CA
DD\
pC
E-
P004_
Lincoln
Ave..
dgn
11/
8/
2017
Whitman, Requardt & Associates, LLP801 South Caroline Street, Baltimore, Maryland 21231
FROM JACKSON AVENUE TO ELM AVENUE
SIDEWALK ALONG LINCOLN AVENUE
AUGUST 2017
D
D
18+00
+50
NUMBER
POINT
STATION
BASELINE
* SEE POINT OF APPLICATION DETAIL (THIS SHEET)
ELEV.*EASTNORTHOFFSET
400
ELEVATION
PROPOSED
POINT OF APPLICATION DETAIL
NUMBER
POINT
STATION
BASELINE
* SEE POINT OF APPLICATION DETAIL (THIS SHEET)
ELEV.*EASTNORTHOFFSET
401 402
403
404
405
406
412 411 410 409 408
414
415
416
417
HP
413
407
200.42
200.68
201.26
201.68
201.87
201.89
201.83
201.75
201.43
201.17
200.76
200.87
201.59
202.10
202.39
202.68
202.85
203.10
800 ELM AVENUE DRIVEWAY CURB ELEVATIONS
HAYWARD AVENUE
418
419
420
421
422423 424 425
425
424
423
422
421
420
419
418
191.62
192.82
194.12
195.03
196.17
197.15
197.53
198.50
ELM AVENUE
LIN
COLN
AVE
NU
E
LINCOLN AVENUE
HA
YW
AR
D
AVE
NU
E
R=38'
R=10'
R=10'
151" = 10'
CE-04
MCKMCK ALS
1313417.1065
1313408.7775
1313399.7313
1313392.1035
1313382.1825
1313372.3340
1313368.2325
1313358.6417
477146.9360
477143.0118
477138.7496
477136.0896
477135.0810
477136.6460
477137.8567
477140.6879
18+35.83
18+35.79
18+35.74
18+34.85
18+31.49
18+25.83
18+22.97
18+16.29
1313290.9209
1313287.7032
1313278.8544
1313270.0055
1313264.7253
1313263.9583
1313265.3974
1313267.0872
1313271.9748
1313276.8625
1313275.8993
1313274.7100
1313265.8612
1313257.0123
1313249.7879
1313241.8751
1313237.7548
1313232.8212
477319.7520
477318.0581
477313.4000
477308.7419
477302.8292
477299.1083
477293.1738
477290.1578
477281.4336
477272.7095
477340.8243
477340.1982
477335.5401
477330.8820
477329.7455
477335.3192
477342.5837
477351.2819
16+28.41
16+28.31
16+28.06
16+27.80
16+30.38
16+33.25
16+39.13
16+42.59
16+52.59
16+62.59
16+02.68
16+02.65
16+02.39
16+02.13
15+99.60
15+90.87
15+82.52
15+72.52
HAYWARD AVENUE
ELM AVENUE
-48.80'
-45.17'
-35.17'
-25.17'
-17.68'
-15.19'
-13.55'
-13.55'
-13.55'
-13.56'
-45.99'
-44.64'
-34.65'
-24.65'
-17.79'
-13.61'
-13.56'
-13.51'
-79.66'
-70.45'
-60.45'
-52.42'
-43.04'
-34.82'
-31.64'
-24.21'
CURB ELEVATIONS AND LAYOUT
REMARKS
REMARKS
417
416
415
414
413
412
411
410
409
408
407
406
405
404
403
402
401
400
MATCH EX.
POT
PT
POC
POC
PC
POT
MATCH EX.
MATCH EX.
POT
POT
PT
POC
HIGH POINT
PC
POT
POT
MATCH EX.
MATCH EX.
POT
POT
PT
POC
PC
POT
MATCH EX.
D
WM
17+0018+00
19+00
20+00
+50
+50
+50
CITY OF TAKOMA PARK
SILVER SPRING, MD 20910
31 OSWEGO AVENUE
SCALE :DATEREVISIONNO. BY SHEET OF 30Designed by: Drawn by: Checked by:
N:\
32033-
002\
CA
DD\
pC
E-
P005_
Lincoln
Ave..
dgn
11/
8/
2017
Whitman, Requardt & Associates, LLP801 South Caroline Street, Baltimore, Maryland 21231
FROM JACKSON AVENUE TO ELM AVENUE
SIDEWALK ALONG LINCOLN AVENUE
AUGUST 2017
NUMBER
POINT
STATION
BASELINE
* SEE POINT OF APPLICATION DETAIL (THIS SHEET)
ELEV.*EASTNORTHOFFSET
500
ELEVATION
PROPOSED
POINT OF APPLICATION DETAIL
501
502
503
504
505
506
507
508
509
510
511
512
513
514
515
516517
518
519
520
521522523524
525526527528
529
530
LINCOLN AVENUE / ELM AVENUE
530
529
528
527
526
525
524
523
522
521
520
519
518
517
516
515
514
513
512
511
510
509
508
507
506
505
504
503
502
501
500
200.53
200.53
200.48
200.38
200.3
200.25
200.18
200.17
200.4
200.59
201.05
201.55
202.16
202.94
202.95
203.87
204.81
205.84
206.95
208.15
209.35
210.52
211.3
212.41
213.39
214.56
216.3
216.51
217.77
219.09
220.43
161" = 10'
CE-05
MCKMCK ALS
N
LINCOLN AVENUE
ELM AVEN
UE
R=815'
R=184'
R=101'
R=552'
EX. CURB
MEET
EX. CURB
MEET
1313279.3080
1313279.4230
1313281.7809
1313286.5123
1313291.0837
1313295.4935
1313299.7403
1313303.8227
1313307.7393
1313310.3070
1313312.9965
1313314.7308
1313315.4932
1313315.2763
1313315.2595
1313314.2711
1313312.7465
1313310.6903
1313308.1084
1313305.0084
1313301.3993
1313297.2917
1313294.3657
1313289.8844
1313285.2938
1313280.5947
1313275.7877
1313274.9778
1313270.1181
1313265.1512
1313260.1970
477214.3893
477214.1841
477209.9318
477201.1221
477192.2283
477183.2533
477174.2000
477165.0714
477155.8705
477148.9952
477139.3678
477129.5234
477119.5565
477109.5629
477109.3282
477099.3784
477089.4966
477079.7115
477070.0518
477060.5457
477051.2210
477042.1049
477036.1159
477027.1762
477018.2922
477009.4652
477000.6964
476999.2403
476990.5007
476981.8214
476973.1349
12.80'
12.80'
12.82'
12.99'
13.35'
13.88'
14.51'
14.76'
15.19'
15.83'
17.55'
20.23'
23.83'
26.05'
25.96'
22.39'
19.33'
16.79'
14.77'
13.29'
12.35'
11.94'
11.88'
11.88'
12.01'
11.87'
11.69'
11.67'
11.56'
11.57'
11.56'
17+14.67
17+14.91
17+19.77
17+29.77
17+39.76
17+49.75
17+60.67
17+70.66
17+80.65
17+87.97
17+97.81
18+07.44
18+16.77
18+52.28
18+52.50
18+61.84
18+71.36
18+81.03
18+90.82
19+00.71
19+10.66
19+20.65
19+27.32
19+37.32
19+47.32
19+57.98
19+67.97
19+69.64
19+79.64
19+89.64
19+99.64
LINCOLN AVENUE/ ELM AVENUE
CURB ELEVATIONS AND LAYOUT
REMARKS
MATCH EX.
PT
POC
POC
POC
POC
POC
POC
PCC
POC
POC
POC
POC
PCC
POC
POC
POC
POC
POC
POC
POC
PCC
POC
POC
POC
POC
PC
POT
POT
POT
MATCH EX.
CITY OF TAKOMA PARK
SILVER SPRING, MD 20910
31 OSWEGO AVENUE
SCALE :DATEREVISIONNO. BY SHEET OF 30Designed by: Drawn by: Checked by:
N:\
32033-
002\
CA
DD\
pH
T-
D003_
Lincoln
Ave.d
gn
11/
8/
2017
Whitman, Requardt & Associates, LLP801 South Caroline Street, Baltimore, Maryland 21231
FROM JACKSON AVENUE TO ELM AVENUE
SIDEWALK ALONG LINCOLN AVENUE
AUGUST 2017
EXPANSION MATERIAL
1/2" PREFORMED
6'-
2"
#5 @ 1'-6" MAX (TYP.)
#5 BARS @ 1'-0" MAX
6"
1' MIN.
REVEAL VARIES (18" TO 36" MAX)
#5 @ 1'-6" MAX (TYP.)
2"
CL. (T
YP.)
2:1
MAX FINISHED GRADE
AND PROPOSED GROUND
1" BETWEEN TOP OF WALL
A
B
D
C
A
B
C
D
CONCRETE MIX NO. 3
5" CONCRETE SIDEWALK
3" CRUSHER RUN (CR-6)
9" CRUSHER RUN (CR-6)
LEGEND
NOTES:
NOT TO SCALE
(18" TO 36" REVEAL)
RETAINING WALL DETAIL
9"
DAMPPROOF
1"
FINISHED GRADE2:
1 MAX
(MINIMUM SLOPE 1/4"/FT.)
DRAIN TO EACH OUTLET PIPE
DRAIN PIPE SLOPED TO
6" DIA. PERFORATED PVC
NOT TO SCALE
RETAINING WALL UNDERDRAIN DETAIL
E NO. 57 STONE & BACKFILL
E
F SD TYPE II GEOTEXTILE
F
STRUCTURAL DETAILS
17NO SCALE
DE-01
MCKMCK ALS
RETAINING WALL
FOOTING
RETAINING WALL
(15' MAXIMUM SPACING)
ABOVE GUTTERLINE.
INVERT AT OUTLET TO BE 1"
SLOPE PIPE 2% TO OUTLET.
3" DIA. PVC OUTLET PIPE.
LINE
GUTTER
5'-0"
#5 @ 1'-0" MAX
6'-0"
2'-
0"
1'-0"
OVER PVC PIPE
PROVIDE JOINT IN SIDEWALK
TOP OF PROPOSED SIDEWALK.
1'-0"
3/4"x 3/4" MILLED CHAMFER STRIPS UNLESS NOTED OTHERWISE.
ALL EXPOSED CORNERS OF CONCRETE RETAINING WALLS SHALL BE CHAMFERED WITH 4.
NORMAL ACI BENDING TOLERANCES.
STANDARD ACI BENDING TOLERANCES ARE MODIFIED TO PLUS (+) ZERO INCHES, MINUS (-)
BOTTOM OF FOOTINGS WHICH SHALL HAVE 3" MINIMUM COVER. FOR TIES AND STIRRUPS:
ANY BAR SHALL BE 2" UNLESS OTHERWISE NOTED, WITH THE EXCEPTION OF BARS AT THE
SPLICES, NOT SHOWN, SHALL BE LAPPED AS PER BAR LAP CHARTS. MINIMUM COVER FOR
RETAINING WALL REINFORCING STEEL SHALL CONFROM TO A 615 GRADE 60. ALL 3.
ALL RETAINING WALL CONCRETE SHALL BE MIX NO. 3 (3,500 PSI).2.
SHA STD. NO. RW-401, OR AS DIRECTED BY THE ENGINEER.
RETAINING WALL JOINT LOCATIONS SHALL BE INSTALLED IN ACCORDANCE WITH MD 1.
CITY OF TAKOMA PARK
SILVER SPRING, MD 20910
31 OSWEGO AVENUE
SCALE :DATEREVISIONNO. BY SHEET OF 30Designed by: Drawn by: Checked by:
N:\
32033-
002\
CA
DD\
pH
T-
D004_
Lincoln
Ave.d
gn
11/
8/
2017
Whitman, Requardt & Associates, LLP801 South Caroline Street, Baltimore, Maryland 21231
FROM JACKSON AVENUE TO ELM AVENUE
SIDEWALK ALONG LINCOLN AVENUE
AUGUST 2017
18NO SCALE
DE-02
MCKMCK ALS
STRUCTURAL STANDARDS
CITY OF TAKOMA PARK
SILVER SPRING, MD 20910
31 OSWEGO AVENUE
SCALE :DATEREVISIONNO. BY SHEET OF 30Designed by: Drawn by: Checked by:
N:\
32033-
002\
CA
DD\
pH
D-
P001_
Lincoln
Ave.d
gn
11/
8/
2017
Whitman, Requardt & Associates, LLP801 South Caroline Street, Baltimore, Maryland 21231
FROM JACKSON AVENUE TO ELM AVENUE
SIDEWALK ALONG LINCOLN AVENUE
AUGUST 2017
D
D
42"
OAK
3"
MAG
NOLIA
D
D
14"
OAK
2" W
M
8"
4"
4"
4"
6"
14"
2"
OAK
4"
3"
WM
6"
OAK
12"
MAPLE
48"
OAK
4"
10"
WM
ME
TA
LC
AR
PO
RT
12"
MAPLE
36"
OAK
48"
OAK
8"
WM
3"
WM
5"
12"
MAPLE
6"
2"
36"
MAPLE
28"
OAK
8"
MAPLE
6"
2"
OAK
6" 2
"
OAK
36"
MAPLE
0+00 1+00 2+00 3+00 4+00 5+00+50 +50 +50 +50 +50 +50
PO
B
0+00.0
0
1" = 20'
PS-01
MA
TC
H
LIN
E
ST
ATIO
N 5
+50 -
SE
E
DR
AWIN
G
PS-
02
MCKMCK ALS
N
19
ASPEN AVE
JACKSO
N AVE
ASPEN AVE
414 LINCOLN AVESHEREEN SAMUEL-KHANDAGLE
RAJESH K KHANDAGLE &
408 LINCOLN AVEWATFORD
THOMAS W & D Y
406 LINCOLN AVEKATHEL DUNN ET AL
404 LINCOLN AVEMARISA E FERRIEVAN D LIGHT &
402 LINCOLN AVELINDA A RABBEN
400 LINCOLN AVECLAIRE M NOEL-MILLER
DANIEL L MILLER &
7501 JACKSON AVECHRISTINA APERJIS
SEBASTIAN HOUDE &412 LINCOLN AVE
MINH C & AIMEE O LE
410 LINCOLN AVEAOI M JONES
OBEN MARCUS &
EXIS
TIN
G5' (T
YP.)
LINCOLN AVE
416
LIN
CO
LN
AV
ER
OB
ER
T J
&
T
L
BA
RN
HIL
L
EX. METER
ADJUST
EX. VALVES
ADJUST
R=10'
R=10'
PILLAR TO REMAIN
EX. BRICK
EX. TREES
REMOVE
ROOTS
TREE
PRUNE
48:1 48:1
CONCRETE SIDEWALK
DETECTABLE WARNING SURFACE
LEGEND
STAIRS
MEET EX.
STAIRS
MEET EX.
DRIVEWAY
MEET EX.
ADA RAMP
MEET EX.
STAIRS
MEET EX.
EX. TREE
REMOVE
TO REMAIN
EX. HANDRAIL
55"
25.9'
EXIS
TIN
G
FLEXIBLE SIDEWALK
CONCRETE DRIVEWAY
MILL AND OVERLAY/ WEDGE AND LEVEL
PAVEMENT REMOVAL
LINCOLN AVE.
 CONSTRU
ROADWAY PLAN
+ -
REMARKSSFSTA. & OFFSETLB
LINCOLN
LINCOLN
DETECTABLE WARNING SURFACE
3+32, RT.
3+62, RT.
20
20
SEE STD. MD 655.40
SEE STD. MD 655.40
REMARKS
1402
5" CONCRETE SIDEWALK
SFLB
LINCOLN 0+38 TO 3+32, RT.
1873+61 TO 3+95, RT.LINCOLN
6274+25 TO 5+50, RT.LINCOLN
STA. TO STA.
REMARKSCYSTA. & OFFSETLB
LINCOLN
EXISTING PAVEMENT REMOVAL
23+61 TO 3+71, RT.
NOTES:
REMARKS
24
6 INCH PCC FOR DRIVEWAY MIX 6
SYLB
LINCOLN 3+95 TO 4+25, RT.
STA. TO STA.
25.7' 26.0'
REMARKS
4 RELOCATE TO STA. 2+64, 22.1' RT.
MOUNTED SIGNS
RELOCATE EXISTING GROUND
SFLB
LINCOLN
LINCOLN
LINCOLN
STA. & OFFSET
LINCOLN
RELOCATE TO STA. 3+65, 28.5' RT.
RELOCATE TO STA. 3+69, 22.6' RT.
RELOCATE TO STA. 3+85, 22.1' RT.
2+68, 15.2' RT.
3+69, 40.9' RT.
3+79, 24.1' RT.
5
401 LINCOLN AVEJUANITA R MESA 403 LINCOLN AVE
EMILY WYMAN
7008 ASPEN AVEKATHERINE A JONES KATZIN
EUGENE M &
7009 ASPEN AVESUSAN E COMFORT
405 LINCOLN AVEJOHN K & JANE R HSIAO
REMARKS
RETAINING WALL
LFLB
LINCOLN 0+71 TO 1+52, RT.
361+89 TO 2+25, RT.LINCOLN
4+60 TO 5+10, RT.LINCOLN
STA. TO STA.
54
LINCOLN 5+13 TO 5+50, RT. 39
STA. & OFFSET REMARKSLB
LINCOLN
SIDEWALK RAMPS
0+44, RT. SEE DWG ADA-01
SEE DWG ADA-01LINCOLN 3+23, RT.
SEE DWG ADA-01LINCOLN 3+62, RT.
STA. & OFFSET REMARKSLB
LINCOLN
DRIVEWAY ENTRANCES
4+10, RT. SEE DWG ADA-01
STA. & OFFSET REMARKSLB
LINCOLN 0+69, RT.
6" GABC
TO REMAIN
2" OAK
FLAGSTONE SIDEWALK
FULL DEPTH PAVEMENT
TO REMAIN
EX. INLET
7411 JACKSON AVEJOHN K & M NSIAH
SEE NOTE 11
SEE NOTE 12
SEE NOTE 12
SEE NOTE 9
REMARKS
13
STD. MD 620.02
AND GUTTER, ANY HEIGHT OR DEPTH,
STANDARD SHA TYPE A COMBINATION CURB
LFLB
LINCOLN 0+38 TO 0+50, RT.
SEE DWG CE-01383+03 TO 3+32, RT.LINCOLN
SEE DWG CE-012263+60 TO 5+50, RT.LINCOLN
STA. TO STA.
REMARKS
25
ANY HEIGHT OR DEPTH
MODIFIED TYPE A CURB,
LFLB
LINCOLN 0+42 TO 0+66, RT.
213+08 TO 3+25, RT.LINCOLN
4+06 TO 4+09, RT.LINCOLN
STA. TO STA.
LINCOLN 4+15 TO 4+60, RT.
9
51
SEE DWG PD-01
SEE DWG PD-01
SEE DWG PD-01
SEE DWG PD-01
2.5
IN AREAS OF PAVEMENT REMOVAL, SEE DWG PD-01. 7.
CONCRETE SIDEWALK. SEE SP 603-SIDEWALKS.
VERTICAL ADJUSTMENT OF EXISTING UTILITIES SHALL BE INCIDENTAL TO THE 5 INCH 6.
SEE DWG DE-01 TO DE-02 FOR RETAINING WALL DETAILS.5.
SEE DWG CE-01 TO CE-05 FOR CURB LAYOUTS.4.
SEE DWG ADA-01 TO ADA-04 FOR PEDESTRIAN RAMP AND DRIVEWAY DESIGN.3.
OR DEPTH.
ALL CONCRETE CURB WILL BE PAID FOR AS STANDARD SHA TYPE A CURB, ANY HEIGHT 2.
COMBINATION CURB AND GUTTER, ANY HEIGHT OR DEPTH.
ALL CONCRETE CURB AND GUTTER WILL BE PAID FOR AS STANDARD SHA TYPE A 1.
4+86, 16.0' RT.
SEE NOTE 10
TO BE RELOCATED
USPS MAILBOX
SEE NOTE 13
LINE.
13.INSTALL 24" WHITE PREFORMED THERMOPLASTIC PAVEMENT MARKING LINE FOR STOP
CURB.
PROPOSED SIDEWALK TO MATCH THE WIDTH BETWEEN EX. WALL AND AND EX. BACK OF
12.EXISTING STONE WALL TO REMAIN. STA. 2+24 TO STA. 3+12, RT. WIDTH OF
11.EXISTING RAMP WAS FOUND TO BE COMPLIANT WITH CURRENT FEDERAL ADA POLICY.
RELOCATION OF THE EXISTING USPS MAIL BOX AT STA. 3+12, RT.
10.TAKOMA PARK'S CONSTRUCTION MANAGER TO COORDINATE WITH USPS FOR THE
SEE DWG PD-01 FOR WEDGE AND LEVEL DETAILS.9.
NOT OVERHANG THE PROPOSED SIDEWALK.
ALL RELOCATED SIGNS SHALL BE POSITIOINED SUCH THAT THE EDGE OF THE SIGN DOES 8.
6.25
83
LINCOLN 1+54 TO 1+84, RT. 31
LINCOLN 0+66 TO 2+25, RT. 159
SEE DWG DE-01 AND DE-02
SEE DWG DE-01 AND DE-02
SEE DWG DE-01 AND DE-02
SEE DWG DE-01 AND DE-02
SEE DWG DE-01 AND DE-02
REMARKS
8
LFLB
LINCOLN
4+44, RT.
STA. & OFFSET
SEE DWG PD-02
STD NO. MD 374.68/374.55-01
OUTFALL PIPE THROUGH CURB
5 FOOT COG/COS OPENING
CITY OF TAKOMA PARK
SILVER SPRING, MD 20910
31 OSWEGO AVENUE
SCALE :DATEREVISIONNO. BY SHEET OF 30Designed by: Drawn by: Checked by:
N:\
32033-
002\
CA
DD\
pH
D-
P002_
Lincoln
Ave.d
gn
11/
8/
2017
Whitman, Requardt & Associates, LLP801 South Caroline Street, Baltimore, Maryland 21231
FROM JACKSON AVENUE TO ELM AVENUE
SIDEWALK ALONG LINCOLN AVENUE
AUGUST 2017
30"
4"
1"
MAPLE
WM
2"
16"
PIN
E
WM
18"
8"
60"
OAK
COCO
30"
OAK2
"
18"
WM
40"
MAPLE
6"
1"
4"
4"
2"
4"
6"
18"
5"
OAK
14"
OAK
10"
14"
MAPLE
WM
1"
OAK
60"
x 3'
6"
18"
14" 2
0"
CHERR
Y
12"
4"
14"
MAPLE
18"
MAPLE
4"
6"
8"
10"
6"
6"
6"
10"
8"
6+00 7+00 8+00 9+00 10+00 11+00+50 +50 +50 +50 +50 +50 +50
MA
TC
H
LIN
E
ST
ATIO
N 5
+50 -
SE
E
DR
AWIN
G
PS-
01
1" = 20'
PS-02
MA
TC
H
LIN
E
ST
ATIO
N 11
+50 -
SE
E
DR
AWIN
G
PS-
03
MCKMCK ALS
N
20
LINCOLN AVE
BOYD AVE
LINCOLN AVE
BOYD AVE
421 LINCOLN AVEALBERTA C COLBERT
419 LINCOLN AVEMD SANT LLC
417 LINCOLN AVEAJANA M GRANUMBAKARI M TAYLOR
415 LINCOLN AVEMICHAEL WOLYNIECGAIL A ROBINSON
411 LINCOLN AVED A E ROBITAILLE
HILAIRE A &
413 LINCOLN AVEB O NATONSONNICHOLAS A &
409 LINCOLN AVEH M KOONTZ
JOHN S &
436 LINCOLN AVEET AL TR
WINIFRED B LEHMAN
434 LINCOLN AVEHARSHBERGER
BRENT L & B L
430 LINCOLN AVESENEDOU HABTOU
428 LINCOLN AVETHOMAS J MATHEWS
426 LINCOLN AVEMARCIA W NESHKES TR
424 LINCOLN AVE& EILEEN FOOTEDAVID A PIERCE
420 LINCOLN AVEJAMES Y BRADFORD
ANA I CORADO &432 LINCOLN AVE
LUISA MONTERO DIAZ
422 LINCOLN AVEWILLIAM M & A ISAAC418 LINCOLN AVE
DEBORAH LEA BROWNING
5' (T
YP.)
407 LINCOLN AVEJOYCE LOEBIG ET AL
416
LIN
CO
LN
AV
ER
OB
ER
T J
&
T
L
BA
RN
HIL
L
EX. TREE
REMOVE
EX. TREE
REMOVE
EX. TREE
REMOVE
EX. TREE
REMOVE
PRUNE TREE ROOTSEX. SHRUBS
REMOVE
STAIRS
MEET EX.
STAIRS
MEET EX.
STAIRS
MEET EX.STAIRS
MEET EX.STAIRS
MEET EX.STAIRS
MEET EX.
EX. VALVE
ADJUST
STAIRS
MEET EX.
TREE ROOTS
PRUNE
48:148:1
CONCRETE SIDEWALK
DETECTABLE WARNING SURFACE
LEGEND
FLEXIBLE SIDEWALK
CONCRETE DRIVEWAY
MILL AND OVERLAY/ WEDGE AND LEVEL
PAVEMENT REMOVAL
STA. & OFFSET REMARKSLB
LINCOLN
STA. & OFFSET REMARKSLB
LINCOLN7+69, RT.
DRIVEWAY ENTRANCES
8+95, RT.
3'
EX. STAIRS
MEET
54"
TO REMAIN
EX. HANDRAIL
55"
57"
TO REMAIN
EX. HANDRAIL
TO REMAIN
EX. HANDRAILS
MASONARY
REMOVE EX.
DRIVEWAY
MEET EX.
TO REMAIN
EX. HANDRAIL
55"
54"
30'
+-
+
-
+
-
+
-
22.6'
22.5'
+56+82
+
-
+97 +27
ADA RAMP
MEET EX.
+72 +03
32'
ROADWAY PLAN
LINCOLN AVENUE
 CONSTRU
REMARKS
109
5" CONCRETE SIDEWALK
SFLB
LINCOLN 5+50 TO 5+72, RT.
13796+03 TO 8+78, RT.LINCOLN
4219+13 TO 9+97, RT.LINCOLN
STA. TO STA.
455LINCOLN 10+27 TO 11+18, RT.
REMARKS
142
FLEXIBLE SIDEWALK
SFLB
LINCOLN 5+72 TO 6+03, RT.
1509+97 TO 10+27, RT.LINCOLN
STA. TO STA.
REMARKS
GRINDING ASPHALT PAVEMENT 0 TO 2 INCH
SYLB
LINCOLN
STA. TO STA.
11+25 TO 11+50, LT. 32
REMARKS
55
LFLB
LINCOLN 5+72 TO 6+23, RT.
97+91 TO 8+00, RT.LINCOLN
STA. TO STA.
REMARKS
5 RELOCATE TO STA. 9+53, 21.2' RT.
MOUNTED SIGNS
RELOCATE EXISTING GROUND
SFLB
LINCOLN 9+50, 15.8' RT.
TO REMAIN
EX. HYDRANT
NOTES:
+25
LIMITS OF GRINDING AND WEDGE/LEVEL
BUMPOUTS
REMARKS
33
PAVEMENT FOR DRIVEWAY MIX 6
6 INCH PORTLAND CEMENT CONCRETE
SYLB
LINCOLN 8+78 TO 9+13, RT.
STA. TO STA.
SEE NOTE 9
STA. & OFFSET
422 BOYD AVE& AKI ROBERGE
STEPHEN A RINEHART
REMARKS
RETAINING WALL
LFLB
LINCOLN 5+50 TO 5+70, RT.
596+26 TO 6+79, RT.LINCOLN
6+82 TO 7+44, RT.LINCOLN
STA. TO STA.
66
LINCOLN 8+03 TO 8+16, RT. 17
LINCOLN 8+45 TO 8+78, RT. 35
LINCOLN 8+19 TO 8+39, RT. 22
21
SEE DWG ADA-01 SEE DWG PD-01 SEE DWG PD-01
SEE DWG PD-01
SEE SP 600-FLEXIBLE SIDEWALK
SEE SP 600-FLEXIBLE SIDEWALK
6" GABC
FULL DEPTH PAVEMENT
FLAGSTONE SIDEWALK
TO REMAIN
EX. TREES
TO REMAIN
14" OAK TREE
REMARKS
20
LFLB
LINCOLN
STA. TO STA.
METAL HANDRAIL
6+78 TO 6+79, RT.
SEE NOTE 10
REMARKS
8
LFLB
LINCOLN
7+06, RT.
STA. & OFFSET
SEE DWG PD-02
LINCOLN 7+84, RT. 7 SEE DWG PD-02
SEE NOTE 11
REMARKS
SFLB
LINCOLN 8+37 TO 8+47, LT.
STA. TO STA.
RESET FLAGSTONE SIDEWALK
21
REMARKS
LFLB
SEE DWG CE-032611+25 TO 11+50, LT.LINCOLN
STA. TO STA.
LINCOLN
STD. MD 620.02
AND GUTTER, ANY HEIGHT OR DEPTH
STANDARD SHA TYPE A COMBINATION CURB
ANY HEIGHT OR DEPTH
MODIFIED TYPE A CURB,
11.EXISTING RAMP WAS FOUND TO BE COMPLIANT WITH CURRENT FEDERAL ADA POLICY.
PROPOSED SIDEWALK.
10.REMOVAL EXISTING HANDRAIL. INSTALL NEW METAL HANDRAIL AT THE BACK OF
9.SEE DWG PD-01 FOR WEDGE AND LEVEL DETAILS.
NOT OVERHANG THE PROPOSED SIDEWALK.
8.ALL RELOCATED SIGNS SHALL BE POSITIONED SUCH THAT THE EDGE OF THE SIGN DOES
IN AREAS OF PAVEMENT REMOVAL, SEE DWG PD-01. 7.
CONCRETE SIDEWALK. SEE SP 603-SIDEWALKS.
VERTICAL ADJUSTMENT OF EXISTING UTILITIES SHALL BE INCIDENTAL TO THE 5 INCH 6.
SEE DWG DE-01 TO DE-02 FOR RETAINING WALL DETAILS.5.
SEE DWG CE-01 TO CE-05 FOR CURB LAYOUTS.4.
SEE DWG ADA-01 TO ADA-04 FOR PEDESTRIAN RAMP AND DRIVEWAY DESIGN.3.
OR DEPTH.
ALL CONCRETE CURB WILL BE PAID FOR AS STANDARD SHA TYPE A CURB, ANY HEIGHT 2.
COMBINATION CURB AND GUTTER, ANY HEIGHT OR DEPTH.
ALL CONCRETE CURB AND GUTTER WILL BE PAID FOR AS STANDARD SHA TYPE A 1.
SEE DWG ADA-01 & DWG CE-01
SEE DWG CE-015+50 TO 9+13, RT. 364
SEE DWG DE-01 AND DE-02
SEE DWG DE-01 AND DE-02
SEE DWG DE-01 AND DE-02
SEE DWG DE-01 AND DE-02
SEE DWG DE-01 AND DE-02
SEE DWG DE-01 AND DE-02
OUTFALL PIPE THROUGH CURB
CITY OF TAKOMA PARK
SILVER SPRING, MD 20910
31 OSWEGO AVENUE
SCALE :DATEREVISIONNO. BY SHEET OF 30Designed by: Drawn by: Checked by:
N:\
32033-
002\
CA
DD\
pH
D-
P003_
Lincoln
Ave.d
gn
11/
8/
2017
Whitman, Requardt & Associates, LLP801 South Caroline Street, Baltimore, Maryland 21231
FROM JACKSON AVENUE TO ELM AVENUE
SIDEWALK ALONG LINCOLN AVENUE
AUGUST 2017
D
D
D
16"
MAP
LE
D
36"
MAP
LE
WM
6"
4"
CE
DAR
4"
48"
OA
K
16"
MYR
TLE
12"
8"
MYR
TLE 2"
OA
K
18"
MAP
LE
2"
OA
K
16"
8"
2"
WM
WM
CO
NC
24"
20"
MAP
LE
8"
OA
K
3"
HO
LL
Y
CO
24"
3"
12"
4"
6"
24"
SP
RU
CE
36"
8"
HO
LL
Y
14"
12"
PIN
E
10"
PIN
E 8"
PIN
E
8"
CE
DAR
6"
14"
PIN
E
14"
6"
8"
18"
12+0
0
13+0
0
14+0015+00 16+00 17+00
+50
+50
+50
+50 +50 +50
PC 11+
63.0
3
PT 12
+10.9
3
PT
14+25.3
3
PC 12
+80.0
9
MATC
H LIN
E STATIO
N 11+50 - SEE
DR
AWIN
G PS-02
MATC
H LIN
E ST
ATIO
N 17+00- SEE
DR
AWIN
G PS-04
1" = 20'
PS-03
MCKMCK ALS
N
21
BO
YD
AVE
LINCOLN AVE
BO
YD
CT
507 LINCOLN AVECHEN WEN RONG
505 LINCOLN AVECOLLEEN M LUDGATE
JAMES W &
501 LINCOLN AVEE PAIRSH LAEL
DANIEL A KATZ &
521 LINCOLN AVEJUAN R DERIVAS
519 LINCOLN AVEERNESTINE M WRIGHT
517 LINCOLN AVE& N S BAUMAN
H DIRKSEN LLAR
CH
AVE
HA
YW
AR
D
AVE
512 LINCOLN AVEKAREN A BUDDOO
800 HAYWARD AVECOLLEEN F CLAY ET AL
510 LINCOLN AVESANFORD O & K AMES
508 LINCOLN AVEJUDITH L MOUNTY
506 LINCOLN AVENEVILLE L & C DALEY
504 LINCOLN AVEROBERT B FALK
28.5'
5' (TY
P.)
5' (T
YP.)
3'
15'
4'
8'
523
LIN
CO
LN
AV
EC
LAIR
E
S
HU
SO
N
502 LINCOLN AVEMARILEE LINDEMAN
MARTHA N SMITH &
500 LINCOLN AVEKAREN KRUEGER
RICHARD M FAWAL
R=10'
R=10'
EX. METER
ADJUST
EX. VALVE
ADJUST
EX. METER
ADJUST
LEADWALK
MEET EX.
STAIRS
MEET EX.
LEADWALK
MEET EX.R=10'
R=10'
R=10'
LEADWALK
MEET EX.
WALKWAYMEET EX.
STAIRS
MEET EX.
LEADWALK
MEET EX.
EX. TREE
REMOVE
LEADWALK
MEET EX.
EX. METER
ADJUST
ROOTS
PRUNE TREE
R=10'
EX. TREE
REMOVE
R=10'
503 LINCOLN AVEKELLY H WINSHIP
ADAM E &
48:1
48:148:1
WALKWAY
MEET EX.
EX. TREE
REMOVE
48:1
CONCRETE SIDEWALK
DETECTABLE WARNING SURFACE
LEGEND
FLEXIBLE SIDEWALK
CONCRETE DRIVEWAY
MILL AND OVERLAY/ WEDGE AND LEVEL
PAVEMENT REMOVAL
TO REMAIN
EX. HANDRAILMASONARY
REMOVE EX.
MASONARY
REMOVE EX.
-54"+
DRIVEWAY
MEET EX.
28.2'
28.7'
28.8'
TO REMAIN
EX. HYDRANT
DRIVEWAYMEET EX.
STA. & OFFSET REMARKSLB
LINCOLN
STA. & OFFSET REMARKSLB
LINCOLN16+84, RT.
DRIVEWAY ENTRANCES
12+87, RT.
BUMPOUTS
STA. & OFFSET REMARKSLB
LINCOLN
SIDEWALK RAMPS
11+71, RT.
LINCOLN 14+88, RT.
LINCOLN 15+20, RT.
LINCOLN 16+42, RT.
LINCOLN 16+42, LT.
24.9'
25.8'
+49
+81
ROADWAY PLAN
LINCOLN AVE. CONSTRU
TO REMAIN
EX. UTILITY POLE
WALKWAY
MEET EX.
+17
+02
42"
REMARKS
38
PAVEMENT FOR DRIVEWAY MIX 6
6 INCH PORTLAND CEMENT CONCRETE
SYLB
LINCOLN
STA. TO STA.
REMARKS
5
MOUNTED SIGNS
RELOCATE EXISTING GROUND
SFLB
LINCOLN 12+32, 16.0' RT.
REMARKS
553
5" CONCRETE SIDEWALK
SFLB
LINCOLN 11+66 TO 12+73, RT.
81813+17 TO 14+90, RT.LINCOLN
98115+17 TO 17+00, RT.LINCOLN
STA. TO STA.
15LINCOLN 11+78 TO 11+82, LT.
LINCOLN 13+09 TO 13+12, LT. 17
LINCOLN 13+93 TO 13+96, LT. 23
LINCOLN 16+37 TO 17+00, LT. 276
LINCOLN 11+98, LT.
LINCOLN 12+11, LT.
LINCOLN 14+15, LT.
LINCOLN 10
LINCOLN 10
LINCOLN 14+07 TO 4+23, LT. 12
12+73 TO 13+02, RT.
11+92 TO 12+06, LT.
12+08 TO 12+21, LT.
LINCOLN 116+99 TO 17+00, LT.
REMARKS
FLEXIBLE SIDEWALK
SFLB
LINCOLN
STA. TO STA.
13+02 TO 13+17, RT. 80
REMARKS
17
LFLB
LINCOLN 11+71 TO 11+84, RT.
612+68 TO 12+73, RT.LINCOLN
STA. TO STA.
LINCOLN 16+33 TO 16+50, RT. 17
LINCOLN 15+30, 24.8' RT. 5
LINCOLN 16+41, 16.1' RT. 4
LINCOLN 16+43, 23.3' LT.
RELOCATE TO STA. 12+31, 22.4' RT.
RELOCATE TO STA. 15+33, 21.9' RT.
RELOCATE TO STA. 16+28, 22.2' RT.
RELOCATE TO STA. 16+33, 21.6' LT.
REMARKSCYSTA. & OFFSETLB
LINCOLN
LINCOLN
1
1
LINCOLN 3
LINCOLN 6
LINCOLN 4
REMOVAL OF EXISTING PAVEMENT
LINCOLN 4
14+37 TO 14+40, RT.
13+17 TO 13+30, LT.
13+59 TO 13+95, LT.
15+83 TO 16+00, LT.
16+30 TO 16+41, LT.
REMARKSSFSTA. & OFFSETLB
LINCOLN
LINCOLN
DETECTABLE WARNING SURFACE
18
20
SEE STD. MD 655.40
SEE STD. MD 655.40
LINCOLN 20 SEE STD. MD 655.40
LINCOLN 10 SEE STD. MD 655.40
LINCOLN 10 SEE STD. MD 655.40
11+71, RT.
14+88, RT.
15+20, RT.
16+42, LT.
16+42, RT.
NOTES:
SEE NOTE 10.
REMOVED BY OTHERS.
EX. UTILITY POLE TO BE
SEE NOTE 10.
BY OTHERS.
RELOCATE SUPPORT
+47
NOTE 11
SEE
SEE NOTE 12
STA. & OFFSET
429 BOYD AVELAFONTAINE
PAUL ANTHONYJORA STIXRUD &
SEE DWG ADA-03 SEE DWG ADA-02
SEE DWG CE-03
SEE DWG CE-03
SEE DWG CE-03
SEE DWG ADA-02
SEE DWG ADA-02
SEE DWG ADA-02
SEE DWG ADA-02
SEE DWG ADA-02
REMARKS
GRINDING ASPHALT PAVEMENT 0 TO 2 INCH
SYLB
LINCOLN
STA. TO STA.
11+50 TO 12+47, LT. 133 SEE DWG PD-01
10.ALL RELOCATED SIGNS SHALL BE POSITIOINED SUCH THAT THE EDGE OF THE SIGN DOES NOT OVERHANG THE PROPOSED SIDEWALK.
9.EXISTING STONE WALL TO REMAIN. STA. 2+24 TO STA. 3+12, RT.
8.TAKOMA PARK TO COORDINATE WITH USPS FOR THE RELOCATION OF THE EXISTING RESIDENTIAL MAIL BOX AT STA. 3+12,RT.
7.IN AREAS OF PAVEMENT REMOVAL, SEE DWG PD-01.
6.VERTICAL ADJUSTMENT OF EXISTING UTILITIES SHALL BE INCIDENTAL TO THE 5 INCH CONCRETE SIDEWALK. SEE SP 603-SIDEWALKS.
5.SEE DWG XX-XX TO XX-XX FOR RETAINING WALL DETAILS.
4.SEE DWG CE-01 TO CE-05 FOR CURB LAYOUTS.
3.SEE DWG ADA-01 TO ADA-04 FOR PEDESTRIAN RAMP AND DRIVEWAY DESIGN.
2.ALL CONCRETE CURB WILL BE PAID FOR AS STANDARD SHA TYPE A CURB, ANY HEIGHT OR DEPTH.
1.ALL CONCRETE CURB AND GUTTER WILL BE PAID FOR AS STANDARD SHA TYPE A COMBINATION CURB AND GUTTER, ANY HEIGHT OR DEPTH.
REMARKS
64
LFLB
LINCOLN 11+84 TO 12+43, RT.
2512+45 TO 12+67, RT.LINCOLN
STA. TO STA.
RETAINING WALL
SEE SP 600-FLEXIBLE SIDEWALK
SEE SP 600-FLEXIBLE SIDEWALK
6" GABC
FULL DEPTH PAVEMENT
FLAGSTONE SIDEWALK
SEE NOTE 10.
REMOVED BY OTHERS.
EX. TREE TO BE
SEE NOTE 10.
BY OTHERS.
TO BE REMOVED
EX. UTILITY POLE
NOTE 9
SEE
REMARKS
SFLB
LINCOLN 12+34 TO 12+39, LT.
STA. TO STA.
RESET FLAGSTONE SIDEWALK
25
REMARKS
STD. MD 620.02
AND GUTTER, ANY HEIGHT OR DEPTH
STANDARD SHA TYPE A COMBINATION CURB
LFLB
LINCOLN
SEE DWG CE-027214+42 TO 14+91, RT.LINCOLN
STA. TO STA.
11+66 TO 13+02, RT.
LINCOLN 15+16 TO 15+71, RT. 76 SEE DWG CE-02
LINCOLN 16+33 TO 16+50, RT. 17
LINCOLN 11+50 TO 12+47, LT. 94 SEE DWG CE-03
LINCOLN 12+92 TO 13+34, LT. 70 SEE DWG CE-02
LINCOLN 13+58 TO 14+29, LT. 97 SEE DWG CE-02
15+73 TO 16+01, LT.LINCOLN 56 SEE DWG CE-04
16+29 TO 16+63, LT.LINCOLN 64 SEE DWG CE-04
16+99 TO 17+00, LT.LINCOLN 1
SEE DWG PD-01
SEE DWG PD-01
SEE DWG PD-01
ANY HEIGHT OR DEPTH
MODIFIED TYPE A CURB,
2.5
+-
15+17 TO 15+18, RT.
NOT OVERHANG THE PROPOSED SIDEWALK.
8.ALL RELOCATED SIGNS SHALL BE POSITIONED SUCH THAT THE EDGE OF THE SIGN DOES
7.IN AREAS OF PAVEMENT REMOVAL, SEE DWG PD-01.
CONCRETE SIDEWALK. SEE SP 603-SIDEWALKS.
VERTICAL ADJUSTMENT OF EXISTING UTILITIES SHALL BE INCIDENTAL TO THE 5 INCH 6.
SEE DWG DE-01 TO DE-02 FOR RETAINING WALL DETAILS.5.
SEE DWG CE-01 TO CE-05 FOR CURB LAYOUTS.4.
SEE DWG ADA-01 TO ADA-04 FOR PEDESTRIAN RAMP AND DRIVEWAY DESIGN.3.
OR DEPTH.
ALL CONCRETE CURB WILL BE PAID FOR AS STANDARD SHA TYPE A CURB, ANY HEIGHT 2.
COMBINATION CURB AND GUTTER, ANY HEIGHT OR DEPTH.
ALL CONCRETE CURB AND GUTTER WILL BE PAID FOR AS STANDARD SHA TYPE A 1.
CROSSWALK. SEE DWG PD-01 FOR CROSSWALK DETAIL.
12.INSTALL 12" WHITE PREFORMED THERMOPLASTIC PAVEMENT MARKING LINES FOR
FROM STA. 16+55 TO STA. 17+28, LT.
11.EXISTING SHRUBS TO REMAIN. CONSTRUCT 4' WIDE SIDEWALK IN FRONT OF SHRUBS
RELOCATIONS OCCUR PRIOR TO CONSTRUCTION.
UTILITY COMPANY TO ENSURE UTILITY POLES REMOVALS, TREE REMOVALS, AND GUY WIRE
10.TAKOMA PARK'S CONSTRUCTION MANAGER TO COORDINATE WITH THE APPROPRIATE
9.SEE DWG PD-01 FOR WEDGE AND LEVEL DETAILS.
142
SEE DWG DE-01 AND DE-02
SEE DWG DE-01 AND DE-02
CITY OF TAKOMA PARK
SILVER SPRING, MD 20910
31 OSWEGO AVENUE
SCALE :DATEREVISIONNO. BY SHEET OF 30Designed by: Drawn by: Checked by:
N:\
32033-
002\
CA
DD\
pH
D-
P004_
Lincoln
Ave.d
gn
11/
8/
2017
Whitman, Requardt & Associates, LLP801 South Caroline Street, Baltimore, Maryland 21231
FROM JACKSON AVENUE TO ELM AVENUE
SIDEWALK ALONG LINCOLN AVENUE
AUGUST 2017
D
D
D
D
D
3"
8"
MYR
TLE
3" 8
"
26"
MAP
LE
8"
MYR
TLE
D
2"
CE
DAR
2"
2"
2"
MYR
TLE
3"
D
WM
WM
3"
26"
18"
MAP
LE
16"
OA
K2"
3"
1"
16"
OA
K 3"
1"
3"
2"
MAP
LE
6"
STU
MP
7"
CH
ER
RY
3"
OA
K
3"
OA
K
3"
OA
K
2"
OA
K
10"
STO
NE
6"
4"
HO
LL
Y
17+0018+00
19+00
20+00
20+59
20+59
+50
+50
+50
+50
PI
18+36.6
5
POE 20+59.47
PI
17+58.8
1
PI 19+50.43
MATC
H LIN
E ST
ATIO
N 17+00- SEE
DR
AWIN
G PS-03
1" = 20'
PS-04
MCKMCK ALS
N
22
EL
M
AVE
514 ETHAN ALLEN AVECAROLINE M FLINTOFT
GARY A EINHORT &
525 LINCOLN AVEHEWETT MARX
PAUL & MELISSA
800 ELM AVEJENNIFER S SHIELDS
GEOFFREY O HARRIS &
600 ETHAN ALLEN AVECROMER ANN DIEHLMANN
703 ELM AVESOPHIE RICHARDSON
PETER J SAINSBURY &
705 ELM AVETERI M O'BRIEN-JONES
T MERIWETHER JONES &
701 AUBURN AVEJOHN C MAYFIELD
JENNIFER R &
AUBURN AVE
5' (TYP.)
5' (T
YP.)
9'
523
LIN
CO
LN
AV
EC
LAIR
E
S
HU
SO
NR=101'
R=20'
EX. TREE
REMOVE
LEADWALK
MEET EX.
R=38'
LEADWALK
MEET EX.
WATER METER
ADJUST EX.
EX. TREE
REMOVE
R=5'
R=5'
LEADWALK
MEET EX.
EX. METER
ADJUST
48:1
48:1
48:1
EX. TREE
REMOVE
5'
CONCRETE SIDEWALK
DETECTABLE WARNING SURFACE
LEGEND
FLEXIBLE SIDEWALK
CONCRETE DRIVEWAY
MILL AND OVERLAY/ WEDGE AND LEVEL
PAVEMENT REMOVAL
DRIVEWAY
MEET EX.
DRIVEWAY
MEET EX.
DRIVEWAY
MEET EX.
50"
DRIVEWAY
MEET EX. 11'
DRIVEWAY
MEET EX.
DRIVEWAY
MEET EX.
ADA RAMP
MEET EX.
60'
32'
+09
+70
+05
+36
ROADWAY PLAN
TO REMAIN
EX. UTILITY POLE
LINCOLN AVENUE
 CONSTRU
R=184'
NOTES:
REMARKS
5" CONCRETE SIDEWALK
SFLB
LINCOLN
LINCOLN
LINCOLN
STA. TO STA.
LINCOLN
LINCOLN
LINCOLN
LINCOLN 205
508
34
26
20
443
8417+00 TO 17+15, RT.
17+52 TO 18+70, RT.
19+04 TO 19+09, RT.
19+99 TO 20+05, RT.
20+36 TO 20+44, RT.
17+28 TO 18+29, LT.
18+29 TO 18+35, LT.
LINCOLN 18+27 TO 18+38, LT. 205
REMARKS
37
PAVEMENT FOR DRIVEWAY MIX 6
6 INCH PORTLAND CEMENT CONCRETE
SYLB
LINCOLN
STA. TO STA.
LINCOLN 33
LINCOLN 17
LINCOLN 20
17+15 TO 17+53, RT.
18+78 TO 19+05, RT.
19+70 TO 19+99, RT.
LINCOLN 1618+25 TO 18+34, LT.
17+00 TO 17+28, LT.
LINCOLN 18+26 TO 18+36, LT. 13
REMARKS
FLEXIBLE SIDEWALK
SFLB
LINCOLN
STA. TO STA.
19+09 TO 19+70, RT.
LINCOLN 20+05 TO 20+36, RT.
298
158
REMARKSSFSTA. & OFFSETLB
LINCOLN
DETECTABLE WARNING SURFACE
10 SEE STD. MD 655.40
R=552'
R=815'
REMARKS
MOUNTED SIGNS
RELOCATE EXISTING GROUND
SFLB
LINCOLN 17+58, 17.8' RT.
LINCOLN 18+75, 22.9' RT.
RELOCATE TO STA. 17+58, 23.4' RT.
RELOCATE TO STA. 18+76, 27.2' RT.
REMARKS
65
LFLB
LINCOLN
STA. TO STA.
EXISTING FENCE
REMOVE AND RELOCATE
19+10 TO 19+70, RT.
STA. & OFFSET REMARKSLB
LINCOLN 17+69, RT.
RECONSTRUCT EXISTING INLET
LINCOLN AVE
SEE NOTE 12
48:1
STA. & OFFSET
STA. & OFFSET REMARKSLB
LINCOLN
SIDEWALK RAMPS
18+38, LT. SEE DWG ADA-03
SEE DWG ADA-04LINCOLN 20+40, RT.
STA. & OFFSET REMARKSLB
LINCOLN
DRIVEWAY ENTRANCES
17+14, LT.
SEE DWG ADA-03
LINCOLN
17+34, RT.
SEE DWG ADA-03
LINCOLN 18+33, LT. SEE DWG ADA-03
LINCOLN 18+36, LT. SEE DWG ADA-03
LINCOLN 18+88, RT. SEE DWG ADA-04
LINCOLN 19+86, RT. SEE DWG ADA-04
SEE SP 600-FLEXIBLE SIDEWALK
SEE SP 600-FLEXIBLE SIDEWALK
6" GABC
FULL DEPTH PAVEMENT
FLAGSTONE SIDEWALK
18+38, LT.
SEE NOTE 10.
BY OTHERS.
BE REMOVED
UTILITY POLE TO
SEE NOTE 9
SEE NOTE 11
1.5
6.25
REMARKS
260
LFLB
LINCOLN
8LINCOLN
2817+00 TO 17+28, LT.LINCOLN
STA. TO STA.
17+15 TO 19+99, RT.
20+36 TO 20+44, RT.
LINCOLN 18+15 TO 18+39, LT. 137 SEE DWG CE-04
SEE DWG CE-05
STD. MD 620.02
AND GUTTER, ANY HEIGHT OR DEPTH
STANDARD SHA TYPE A COMBINATION CURB
SEE NOTE 9
SEE NOTE 13
SEE NOTE 13
5'(TY
P.)
14'+-
+-
RELOCATE EX. FENCE
REMOVE AND
13.EXISTING RAMP WAS FOUND TO BE COMPLIANT WITH CURRENT FEDERAL ADA POLICY.
CROSSWALK. SEE PD-01 FOR CROSSWALK DETAIL.
12.INSTALL 12" WHITE PREFORMED THERMOPLASTIC PAVEMENT MARKING LINES FOR
FROM STA. 16+55 TO STA. 17+28, LT.
11.EXISTING SHRUBS TO REMAIN. CONSTRUCT 4' WIDE SIDEWALK INFRONT OF SHRUBS
RELOCATION OCCUR PRIOR TO CONSTRUCTION.
UTILITY COMPANY TO ENSURE UTILITY POLE REMOVALS, TREE REMOVALS, AND GUY WIRE
10.TAKOMA PARK'S CONSTRUCTION MANAGER TO COORDINATE WITH THE APPROPRIATE
INLET TOP CROSS SLOPE SHALL NOT EXCEED 2.0%.
9.EXISTING INLET SHALL BE RECONSTRUCTED INLINE WITH PROPOSED CURB AND GUTTER.
NOT OVERHANG THE PROPOSED SIDEWALK.
ALL RELOCATED SIGNS SHALL BE POSITIONED SUCH THAT THE EDGE OF THE SIGN DOES 8.
IN AREAS OF PAVEMENT REMOVAL, SEE DWG PD-01. 7.
CONCRETE SIDEWALK. SEE SP 603-SIDEWALKS.
VERTICAL ADJUSTMENT OF EXISTING UTILITIES SHALL BE INCIDENTAL TO THE 5 INCH 6.
SEE DWG DE-01 TO DE-02 FOR RETAINING WALL DETAILS.5.
SEE DWG CE-01 TO CE-05 FOR CURB LAYOUTS.4.
SEE DWG ADA-01 TO ADA-04 FOR PEDESTRIAN RAMP AND DRIVEWAY DESIGN.3.
OR DEPTH.
ALL CONCRETE CURB WILL BE PAID FOR AS STANDARD SHA TYPE A CURB, ANY HEIGHT 2.
COMBINATION CURB AND GUTTER, ANY HEIGHT OR DEPTH.
ALL CONCRETE CURB AND GUTTER WILL BE PAID FOR AS STANDARD SHA TYPE A 1.
20+37, 14.9' RT.LINCOLN 6.25 RELOCATE TO STA. 20+35, 20.1' RT.
CITY OF TAKOMA PARK
SILVER SPRING, MD 20910
31 OSWEGO AVENUE
SCALE :DATEREVISIONNO. BY SHEET OF 30Designed by: Drawn by: Checked by:
N:\
32033-
002\
CA
DD\
pE
P-
EN
01.d
gn
11/
8/
2017
Whitman, Requardt & Associates, LLP801 South Caroline Street, Baltimore, Maryland 21231
FROM JACKSON AVENUE TO ELM AVENUE
SIDEWALK ALONG LINCOLN AVENUE
AUGUST 2017NOT TO SCALE
STANDARD EROSION AND SEDIMENT CONTROL NOTES
MISS UTILITY
(MAY 2013, DPS)
NOT WITHIN A FLOODPLAIN.
SEDIMENT REMOVED FROM TRAPS/BASINS SHALL BE PLACED AND STABILIZED IN APPROVED AREAS, BUT 22.
TRAP/BASIN OR WHEN REQUIRED BY THE SEDIMENT CONTROL INSPECTOR.
WHEN SEDIMENT HAS ACCUMULATED TO THE POINT OF ONE-HALF (1/2) THE WET VOLUME OF THE
SEDIMENT TRAP(S)/BASIN(S) SHALL BE CLEANED OUT AND RESTORED TO THE ORIGINAL DIMENSIONS 21.
SPECIFICATION FOR SOIL EROSION AND SEDIMENT CONTROL.
VEGETATIVE STABILIZATION SHALL BE PERFORMED IN ACCORDANCE WITH THE DPS STANDARDS AND 20.
UNDISTURBED GROUND.
ALL TRAP ELEVATIONS ARE RELATIVE TO THE OUTLET ELEVATION, WHICH MUST BE ON EXISTING 19.
MEASURES, AS DEEMED NECESSARY.
THE SEDIMENT CONTROL INSPECTOR HAS THE OPTION OF REQUIRING ADDITIONAL SEDIMENT CONTROL 18.
ESTABLISHMENT.
ALL INLETS IN NON-SUMP AREAS SHALL HAVE ASPHALT BERMS INSTALLED AT THE TIME OF BASE PAVING 17.
OR BASIN.
OR UNDER CONSTRUCTION. NO BUILDING MAY BE CONSTRUCTED WITHIN 20 FEET OF A SEDIMENT TRAP
SEDIMENT TRAPS OR BASINS ARE NOT PERMITTED WITHIN 20 FEET OF A BUILDING WHICH IS EXISTING 16.
DRAIN AS LONG AS FORTY-EIGHT (48) HOURS AFTER THE END OF A RAINFALL.
END OF A RAINFALL, EXCEPT IN DESIGNATED DRAINAGE COURSES AND SWALE FLOW AREAS, WHICH MAY
WATER FROM STANDING ON THE SURFACE OF LAWNS MORE THAN TWENTY-FOUR (24) HOURS AFTER THE
FOR FINISHED GRADING, THE PERMITTEE SHALL PROVIDE ADEQUATE GRADIENTS SO AS TO PREVENT 15.
DOWNSPOUT IS CONNECTED BY A DRAIN LINE TO AN ACCEPTABLE OUTLET.
THE PERMITTEE SHALL INSTALL A SPLASHBLOCK AT THE BOTTOM OF EACH DOWNSPOUT UNLESS THE 14.
STABILIZATION.
STABILIZATION. SLOPE GRADIENT STEEPER THAN 2:1 WILL NOT BE PERMITTED WITH VEGETATIVE
SEDIMENT CONTROL PLAN WITH A LOW-MAINTENANCE GROUND COVER SPECIFIED FOR PERMANENT
IN NON-MAINTENANCE AREAS PROVIDED THAT THOSE AREAS ARE INDICATED ON THE EROSION AND
MAINTENANCE AREAS OR ON RESIDENTIAL LOTS. A SLOPE GRADIENT OF UP TO 2:1 WILL BE PERMITTED
NO PERMANENT CUT OR FILL SLOPE WITH A GRADIENT STEEPER THAN 3:1 WILL BE PERMITTED IN LAWN 13.
SHALL BE CONVERTED TO THE PERMANENT CONFIGURATION WITHIN THIS TIME PERIOD AS WELL.
DRAINAGE AREAS. STORMWATER MANAGEMENT STRUCTURES USED TEMPORARILY FOR SEDIMENT CONTROL
(30) CALENDAR DAYS FOLLOWING ESTABLISHMENT OF PERMANENT STABILIZATION IN ALL CONTRIBUTORY
SEDIMENT CONTROL DEVICES SHALL BE REMOVED, WITH PERMISSION OF THE DEPARTMENT, WITHIN THIRTY 12.
CONTROL MATTING OR BY OTHER APPROVED STABILIZATION MEASURES.
THREE (3) CALENDAR DAYS OF ESTABLISHMENT WITH SOD OR SEED WITH AN APPROVED EROSION
PERMANENT SWALES OR OTHER POINTS OF CONCENTRATED WATER FLOW SHALL BE STABILIZED WITHIN 11.
WHERE EROSION IS LIKELY TO OCCUR.
SHEET FLOW DRAINAGE. MECHANICAL DEVICES MUST BE PROVIDED AT POINTS OF CONCENTRATED FLOW
FULLY STABILIZED, AT WHICH TIME THEY MUST BE REMOVED AND FINAL GRADING DONE TO PROMOTE
MAINTAINED AT THE TOP OF CUT OR FILL SLOPES UNTIL THE SLOPE AND DRAINAGE AREA TO IT ARE
TO LOWER THE WATER DOWNSLOPE WITHOUT CAUSING EROSION. DIKES SHALL BE INSTALLED AND
PREVENTING DRAINAGE FLOWS FROM TRAVERSING THE SLOPES OR BY INSTALLING MECHANICAL DEVICES
SURFACE DRAINAGE FLOWS OVER UNSTABILIZED CUT AND FILL SLOPES SHALL BE CONTROLLED BY EITHER 10.
AVAILABLE AT THE SITE FOR INSPECTION BY DULY AUTHORIZED OFFICIALS OF MONTGOMERY COUNTY.
THE SITE PERMIT, WORK, MATERIALS, APPROVED SC/SWM PLANS, AND TEST REPORTS SHALL BE 9.
STABILIZATION OF SUCH PROPERTY SHALL BE COMPLETED PRIOR TO THE FOLLOWING APRIL 15.
SEED AND STRAW ANCHORED MULCH SHALL BE APPLIED TO DISTURBED AREAS. THE FINAL PERMANENT
FEBRUARY, AND PERMANENT STABILIZATION IS FOUND TO BE IMPRACTICAL, AN APPROVED TEMPORARY
WHEN PROPERTY IS BROUGHT TO FINISHED GRADE DURING THE MONTHS OF NOVEMBER THROUGH
SEASON SHALL BE PERMANENTLY STABILIZED WITHIN SEVEN (7) CALENDAR DAYS OF ESTABLISHMENT.
DONE TO PROMOTE SHEET FLOW DRAINAGE. AREAS BROUGHT TO FINISHED GRADE DURING THE SEEDING
ONLY BE USED IN SEEDING SEASON WHEN THE SLOPE DOES NOT EXCEED 10% AND GRADING HAS BEEN
APPROVED PERMANENT SEED MIXTURE AND AN APPROVED ANCHORED MULCH. WOOD FIBER MULCH MAY
CONTRIBUTORY DISTURBED AREAS WITH REQUIRED SOIL AMENDMENTS AND TOPSOIL, USING SOD OR AN
PRIOR TO REMOVAL OF SEDIMENT CONTROL MEASURES, THE PERMITTEE SHALL STABILIZE ALL 8.
CONTROL MEASURES ARE INSTALLED AND MAINTAINED TO PROTECT THOSE AREAS.
CONSTRUCTION MAY BE EXEMPT FROM THIS REQUIREMENT, PROVIDED THAT EROSION AND SEDIMENT
STOCKPILE AREAS, ROADWAY IMPROVEMENTS, AND AREAS WITHIN FIFTY (50) FEET OF A BUILDING UNDER
NECESSARY TO ENSURE CONTINUED STABILIZATION. ACTIVE CONSTRUCTION AREAS SUCH AS BORROW OR
AND GRADING ACTIVITIES HAVE CEASED ON THAT AREA. MAINTENANCE SHALL BE PERFORMED AS
STABILIZATION MEASURES TO ALL DISTURBED AREAS WITHIN SEVEN (7) CALENDAR DAYS AFTER STRIPPING
THE PERMITTEE SHALL APPLY SOD, SEE, AND ANCHORED STRAW MULCH, OR OTHER APPROVED 7.
CONTINUED STABILIZATION.
AND STABILIZED IMMEDIATEDLY. MAINTENANCE MUST BE PERFORMED AS NECESSARY TO ENSURE
ALL AREAS DISTURBED OUTSIDE OF THE PERIMETER SEDIMENT CONTROL SYSTEM MUST BE MINIMIZED
NOT UNDER ACTIVE GRADING.
SEVEN (7) CALENDAR DAYS AS TO ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE B.
PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3H:1V); AND
THREE (3) CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER DIKES, SWALES, DITCHES, A.
MUST BE COMPLETED WITHIN:
FOLLOWING INITIAL SOIL DISTURBANCE OR RE-DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION 6.
BY THE PERMITTEE OR ANY OTHER PERSON.
REPAIRING OR REPLACING ANY SEDIMENT CONTROL MEASURES WHICH HAVE BEEN DAMAGED OR REMOVED
WITH PRIOR PERMISSION FROM THE DEPARTMENT. THE PERMITTEE IS RESPONSIBLE FOR IMMEDIATELY
CONDITION ALL EROSION AND SEDIMENT CONTROL MEASURES UNTIL SUCH TIMES AS THEY ARE REMOVED
THE PERMITTEE SHALL INSPECT PERIODICALLY AND MAINTAIN CONTINUOUSLY IN EFFECTIVE OPERATING 5.
PUBLIC THOROUGHFARE(S) SHALL BE REMOVED IMMEDIATELY.
DEPOSITION OF MATERIALS ONTO TRAVERSED PUBLIC THOROUGHFARE(S). ALL MATERIALS DEPOSITED ONTO
THE PERMITTEE SHALL PROTECT ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS TO PREVENT THE 4.
ANY EROSION OR SEDIMENT CONTROL MEASURE WITHOUT PRIOR PERMISSION FROM THE DEPARTMENT.
FROM DISTURBED AREAS IS DIRECTED TO THE SEDIMENT CONTROL DEVICES, AND SHALL NOT REMOVE
DEPARTMENT PRIOR TO BEGINNING ANY OTHER LAND DISTURBANCES, SHALL ENSURE THAT ALL RUNOFF
APPROVED PLAN AND CONSTRUCTION SEQUENCE, SHALL HAVE THEM INSPECTED AND APPROVED BY THE
THE PERMITTEE SHALL CONSTRUCT ALL EROSION AND SEDIMENT CONTROL MEASURES PER THE 3.
PRIOR TO FINAL ACCEPTANCE.E.
PRIOR TO REMOVAL OR MODIFICATION OF ANY SEDIMENT CONTROL STRUCTURE(S).D.
COMMENCING CONSTRUCTION IS MANDATORY.
REQUIRED INSPECTION POINTS (SEE INSPECTION CHECKLIST ON PLAN). NOTIFICATION PRIOR TO
DURING THE INSTALLATION OF A SEDIMENT BASIN OR STORMWATER MANAGEMENT STRUCTURE AT THE C.
DISTURBING ACTIVITY.
FOLLOWING INSTALLATION OF SEDIMENT CONTROL MEASURES AND PRIOR TO ANY OTHER LAND B.
AT THE REQUIRED PRE-CONSTRUCTION MEETING.A.
THE PERMITTEE MUST OBTAIN INSPECTION AND APPROVAL BY DPS AT THE FOLLOWING POINTS:2.
REPRESENTATIVE, THEIR ENGINEER AND AN AUTHORIZED REPRESENTATIVE OF THE DEPARTMENT.
SHALL BE REQUIRED TO HOLD A PRE-CONSTRUCTION MEETING BETWEEN THEM OR THEIR
HOURS BEFORE COMMENCING ANY LAND DISTURBING ACTIVITY AND, UNLESS WAIVED BY THE DEPARTMENT,
THE PERMITTEE SHALL NOTIFY THE DEPARTMENT OF PERMITTING SERVICES (DPS) FORTY-EIGHT (48) 1.
SOIL PREPARATION, TOPSOILING, AND SOIL AMENDMENTS."
TO PERMANENT STABILIZATION IN ACCORDANCE WITH MDE "STANDARDS AND SPECIFICATIONS FOR
TOPSOIL MUST BE APPLIED TO ALL PERVIOUS AREAS WITHIN THE LIMITS OF DISTURBANCE PRIOR 28.
THE PERMITTED LIMITS OF DISTURBANCE PRIOR TO THE COMMENCEMENT OF THOSE ACTIVITIES.
THE PERMITTEE MUST NOTIFY THE DEPARTMENT OF ALL UTILITY CONSTRUCTION ACTIVITIES WITHIN 27.
INSPECTOR.
HAVE PRIOR APPROVAL BY THE DPS MUSTREMEMBER: DEWATER OPERATIONS AND METHODS
FABRIC), OR APPROVED EQUIVALENT, LOCATED IN AN UNDISTURBED BUFFER AREA.
THE PUMP INTAKE MAY BE FLOATED AND DISCHARGE INTO A DIRT BAG (12 OZ. NON-WOVEN C.
UNDISTURBED AREA THROUGH A NON-EROSIVE OUTLET; OR
THE PUMP INTAKE MAY UTILIZE A REMOVABLE PUMPING STATION AND MUST DISCHARGE INTO AN B.
SUCTION OF A DEPOSITED SEDIMENTS; OR
IT IS OF SUFFICIENT VOLUME AND THE PUMP INTAKE IS FLOATED TO PREVENT AGITATION OR
PUMP DISCHARGE MAY BE DIRECTED TO ANOTHER ON-SITE SEDIMENT TRAP OR BASIN. PROVIDED A.
APPLICATION. THE FOLLOWING METHODS MAY BE CONSIDERED:
EACHINSPECTOR'S PERMISSION. THE INSPECTOR MUST APPROVE THE DEWATERING METHOD FOR
SEDIMENT TRAP/BASIN DEWATERING FOR CLEANOUT OR REPAIR MAY ONLY BE DONE WITH THE DPS 26.
OFF-SITE SPOIL OR BORROW AREAS MUST HAVE PRIOR APPROVAL BY DPS.25.
WORK.
BEEN DETERMINED. CALL "MISS UTILITY" AT 1-800-257-7777, 48 HOURS PRIOR TO THE START OF
NO EXCAVATION IN THE AREA OF EXISTING UTILITIES IS PERMITTED UNLESS THEIR LOCATION HAS 24.
CONDITION AT ALL TIMES.
HEIGHT, WITH A MINIMUM OF 14 GAUGE WIRE. SAFETY FENCE MUST BE MAINTAINED IN GOOD
8 FEET, HAVE MESH OPENINGS NO GREATER THAN TWO INCHES IN WIDTH AND FOUR INCHES IN
THE FENCE MUST BE AT LEAST 42 INCHES HIGH, HAVE POSTS SPACED NO FARTHER APART THAN
ALL SEDIMENT BASINS AND TRAPS MUST BE SURROUNDED WITH A WELDED WIRE SAFETY FENCE. 23.
WR
A-1
PDS-1
A-1
RRP GP
PP
CD
SIP
AGIP
CIP
MIP
MSIP
COIP
CBI
GIP
TSOS
TGOS
RPS
SP
PST
FB
100
101
101.5
101.5
SCE
ST-II
ST-III
ST-I
SBD
SW
TB
TAC
P
TAB
SUPER SILT FENCE
CURB
SILT FENCE ON PAVEMENT
FILTER BERM A
TEMPORARY STONE OUTLET STRUCTURE
INLET PROTECTION: STANDARD
FILTER BERM B
MEDIAN
AT-GRADE
COMBINATION
PORTABLE SEDIMENT TANK
MEDIAN SUMP
REINFORCED SILT FENCE
CATCH BASIN
REMOVABLE PUMPING STATION
TEMPORARY GABION OUTLET STRUCTURE
FILTER LOG (6"-24")
FILTER BAG
SUMP PIT
SUB-MINOR CONTOUR
SANDBAG DIVERSION
SANDBAG DIKE
HOSE
UNDERDRAIN: PERFORATED
PUMP
SILT FENCE
LOD
TEMPORARY ACCESS CULVERT
ESC DRAINAGE AREA
STRAW BALE DIKE
UNDERDRAIN: CIRCULAR
MINOR CONTOUR
SEDIMENT BASINS: MAJOR CONTOUR
CONTOUR LABEL
TEMPORARY ACCESS BRIDGE
WASHOUT AREA
GABION
STOCKPILE AREA
PIPE SLOPE DRAIN
SOIL STABILIZATION MATTING:
WASH RACK
PERM STABILIZATION
TEMP STABILIZATION
HEAVY USE AREA PROTECTION
WATER DIVERSION BLOCK
MOUNTABLE BERM
STABILIZED CONSTRUCTION ENTRANCE
BAFFLE BOARDS
DIVERSION FENCE
TEMPORARY ASPHALT BERM
CLEAR WATER DIVERSION PIPE
EARTH DIKE
TEMPORARY BARRIER DIVERSION
PERIMETER DIKE/SWALE
STONE CHECK DAM
TEMPORARY SWALE
TEMPORARY STORM DRAIN DIVERSION
PLUNGE POOL
RIPRAP/GABION INFLOW PROTECTION
ROCK OUTLET PROTECTION (CLASS 0-III)
PIPE OUTLET SEDIMENT TRAP, ST-I
STONE/RIPRAP OUTLET SEDIMENT TRAP, ST-II
RIPRAP OUTLET SEDIMENT TRAP, ST-III
STILLING WELL
TYPE (A - E)
TEMP MULCH - STRAW - SEED
PERM SEEDING - SOD
EROSION AND SEDIMENT CONTROL LEGEND
COUNTY CODE.
OF CHAPTER 36A OF THE MONTGOMERY
COMPLIANCE WITH REQUIREMENTS
EXCAVATOR IS RESPONSIBLE FOR
TO COMMENCING EXCAVATION. THE
LOCATED BY UTILITY COMPANIES PRIOR
EXCAVATION AND HAVE THOSE FACILITIES
FACILITIES IN THE AREA OF PROPOSED
UTILITY COMPANIES WITH UNDERGROUND
THE EXCAVATOR MUST NOTIFY ALL PUBLIC
48 HOURS PRIOR TO THE START OF WORK.
CALL "MISS UTILITY" AT 1-800-257-7777,
EN01
EROSION & SEDIMENT CONTROL NOTES
NOT TO SCALEALSKDV JDC 23
CITY OF TAKOMA PARK
SILVER SPRING, MD 20910
31 OSWEGO AVENUE
SCALE :DATEREVISIONNO. BY SHEET OF 30Designed by: Drawn by: Checked by:
N:\
32033-
002\
CA
DD\
pE
P-
EN
02.d
gn
11/
8/
2017
Whitman, Requardt & Associates, LLP801 South Caroline Street, Baltimore, Maryland 21231
FROM JACKSON AVENUE TO ELM AVENUE
SIDEWALK ALONG LINCOLN AVENUE
AUGUST 2017NOT TO SCALE
RYEGRASS
ANNUAL40 0.5"
AUG 1/OCT 15
MAR 1/MAY 15;
6b
EN02
EROSION & SEDIMENT CONTROL NOTES
KDV ALS JDC NOT TO SCALE 24
CITY OF TAKOMA PARK
SILVER SPRING, MD 20910
31 OSWEGO AVENUE
SCALE :DATEREVISIONNO. BY SHEET OF 30Designed by: Drawn by: Checked by:
N:\
32033-
002\
CA
DD\
pE
P-
EN
03.d
gn
11/
8/
2017
Whitman, Requardt & Associates, LLP801 South Caroline Street, Baltimore, Maryland 21231
FROM JACKSON AVENUE TO ELM AVENUE
SIDEWALK ALONG LINCOLN AVENUE
AUGUST 2017
20
20
10
3
DEERTONGUE
FESCUE
SHEEP
LESPEDEZA
COMMON
3/1 TO 6/15
3/1 TO 6/15
3/1 TO 6/15
EN03
KDV ALS JDC NOT TO SCALE
EROSION & SEDIMENT CONTROL DETAIL SHEET
25
CITY OF TAKOMA PARK
SILVER SPRING, MD 20910
31 OSWEGO AVENUE
SCALE :DATEREVISIONNO. BY SHEET OF 30Designed by: Drawn by: Checked by:
N:\
32033-
002\
CA
DD\
pE
P-
EN
04.d
gn
11/
8/
2017
Whitman, Requardt & Associates, LLP801 South Caroline Street, Baltimore, Maryland 21231
FROM JACKSON AVENUE TO ELM AVENUE
SIDEWALK ALONG LINCOLN AVENUE
AUGUST 2017
WATER DIVERSION FENCE AT MEDIAN INLET PROTECTION
A
A
FACING (UP TO
WEIR)
DISTURBED AREA
FLOW FROM
SEE DETAIL THIS SHEET
WATER DIVERSION FENCE2"-3" STONE
(NOT TREATED)
DIVERSION
CLEAN WATER
SHEETING
(BLACK) POLYETHYLENE
48"-3 MIL U/V RESISTANT
FACING (UP TO
WEIR)
4"-7" STONE
1' MIN. WIDTH
6"
VARIES
WIDTH
"WING"
WEIR
TO FORCE HIGH FLOWS ACROSS
BE 6" HIGHER IN ELEV. THAN WEIR
NOTE: BOTTOM OF "WING" MUST
3/4" - 1 1/2" STONE
3/4" - 1 1/2" STONE
6"
SECTION A-A
PLAN VIEW
N/A (INLET I-8)
277.04
275.02
274.00EN04
EROSION & SEDIMENT CONTROL DETAIL SHEET
JDCKDV ALS NOT TO SCALE 26
CITY OF TAKOMA PARK
SILVER SPRING, MD 20910
31 OSWEGO AVENUE
SCALE :DATEREVISIONNO. BY SHEET OF 30Designed by: Drawn by: Checked by:
N:\
32033-
002\
CA
DD\
pE
P-
P001_
Lincoln
Ave.d
gn
11/
8/
2017
Whitman, Requardt & Associates, LLP801 South Caroline Street, Baltimore, Maryland 21231
FROM JACKSON AVENUE TO ELM AVENUE
SIDEWALK ALONG LINCOLN AVENUE
AUGUST 2017
0+00 1+00 2+00 3+00 4+00 5+00+50 +50 +50 +50 +50 +50
PO
B
0+00.0
0P
OB
0+00.0
0
CIP
215
205
210
210
D
D
WM
WM
14"
OAK
4"
4"
48"
OAK
2"
OAK
2"
3"
12"
MAPLE
4"
6"
OAK
6"
14"
3"
MAG
NOLIA
4"
8"
42"
OAK
PV
C
PIP
E
6"
VE
RTIC
AL
PV
C
PIP
E
4"
VE
RTIC
AL
PVC PIP
E
6"
VERTI
CAL
PV
C
PIP
E
6"
VE
RTIC
AL
WM
WM
12"
MAPLE
10" 1
2"
MAPLE
WM
2"
28"
OAK
36"
MAPLE
6"
36"
OAK
3"
5"
36"
MAPLE
6" 6
"
48"
OAK
4"
2"
OAK
8"
8"
MAPLE
2"
OAK
ME
TA
LC
AR
PO
RT
D
D
SD
MH(1
031)
TOP:1
86.3
7
18"
RCP
INV:1
79.1
7TO
P:1
84.1
9
INV:1
82.1
7
8" CIP
SD
MH(1
003)
TOP:1
86.3
7
18"
RC
P
INV:1
81.9
7
INV:1
82.5
6
8" CIP
"
DIR.
ON
LY
18"
RCP
INV:1
79.0
2
12"
CL
AY
INV:2
12.9
3
DIR. ONLY 18"
RCPINV:1
79.15
INLET(
1193)
8"CIP
8"CIP
8"
CIP
MA
TC
H
LIN
E
ST
ATIO
N 5
+50 -
SE
E
DR
AWIN
G
EP-
02
N
ASPEN AVE
JACKSO
N AVE
ASPEN AVE
414 LINCOLN AVESHEREEN SAMUEL-KHANDAGLE
RAJESH K KHANDAGLE &
408 LINCOLN AVEWATFORD
THOMAS W & D Y
406 LINCOLN AVEKATHEL DUNN ET AL
404 LINCOLN AVEMARISA E FERRIEVAN D LIGHT &
402 LINCOLN AVELINDA A RABBEN
400 LINCOLN AVECLAIRE M NOEL-MILLER
DANIEL L MILLER &
7501 JACKSON AVECHRISTINA APERJIS
SEBASTIAN HOUDE &412 LINCOLN AVE
MINH C & AIMEE O LE
410 LINCOLN AVEAOI M JONES
OBEN MARCUS &
LINCOLN AVE
416
LIN
CO
LN
AV
ER
OB
ER
T J
&
T
L
BA
RN
HIL
L
LINCOLN AVE.
 CONSTRU
401 LINCOLN AVEJUANITA R MESA 403 LINCOLN AVE
EMILY WYMAN
7008 ASPEN AVEKATHERINE A JONES KATZIN
EUGENE M &
7009 ASPEN AVESUSAN E COMFORT
405 LINCOLN AVEJOHN K & JANE R HSIAO
7411 JACKSON AVEJOHN K & M NSIAH
CIP 1-1
SF 1-1
OFFSET D.A. (AC.)STATIONNO. REMARKS
CURB INLET PROTECTION (CIP)
17' RT.0+57  LINCOLN A3.02CIP 1-1
NO. STATION, OFFSET L.F. REMARKS
SILT FENCE (SF)
36'  LINCOLN ASF 1-10+69, 36' RT.
0+42, 22' RT. TO
NOTES:
WHERE SHADED ( ), AREAS SHALL BE STABILIZED WITHIN SAME WORKING DAY.2.
ENGINEER AND THE REGIONAL ENVIRONMENTAL COORDINATOR.
BE LOCATED IN THE FIELD WITH THE APPROVAL OF THE
CONSTRUCTION ENTRANCE (SCE). IF REQUIRED, SCE'S SHALL
ENTER PAVED SURFACES WITHOUT THE USE OF A STABILIZED
UTILIZIED WITHIN NON-PAVED DISTRUBED AREAS MAY NOT RE-
SEDIMENT FROM THE ADJACENT ROAD IMMEDIATELY. VEHICLES
ONTO ROADWAY SURFACES. CONTRACTOR MUST CLEAN ANY
AND WILL NOT TRAVEL FROM NON-PAVED DISTURBED AREAS
UNLOADEDFROM THE ROADWAY ADJACENT TO THE WORK AREA
CONSTRUCTION VEHICLES WILL BE LOADED AND1.
1" = 20'
EP01
JDCKDV ALS
EROSION AND SEDIMENT CONTROL PLAN
27
CITY OF TAKOMA PARK
SILVER SPRING, MD 20910
31 OSWEGO AVENUE
SCALE :DATEREVISIONNO. BY SHEET OF 30Designed by: Drawn by: Checked by:
N:\
32033-
002\
CA
DD\
pE
P-
P002_
Lincoln
Ave.d
gn
11/
8/
2017
Whitman, Requardt & Associates, LLP801 South Caroline Street, Baltimore, Maryland 21231
FROM JACKSON AVENUE TO ELM AVENUE
SIDEWALK ALONG LINCOLN AVENUE
AUGUST 2017
6+00 7+00 8+00 9+00 10+00 11+00+50 +50 +50 +50 +50 +50 +50
205225
225
205
205
225
230
WM
WM
COCO
WM
WM
30"
OAK1
4"
MAPLE
6"
18"
6"
4"
1"
MAPLE
5"
OAK
1"
OAK
6"
6"
30"
14"
MAPLE
6"
4"
20"
CHERR
Y
2"
6"
10"
8"
18"
MAPLE
8"
201.4
7
4"
4"
18"
18"
203.2
4
4"
18"
10"
40"
MAPLE
2"
202.1
3
60"
OAK
202.1
3
203.1
4
201.8
8
201.8
5
14"
203.8
6
12"
2"
16"
PIN
E
8"
10"
1"
60"
x 3'
14"
OAK
6"
4"
(AWARD WINNING)
GARDEN
8" TC
MA
TC
H
LIN
E
ST
ATIO
N 5
+50 -
SE
E
DR
AWIN
G
EP-
01
MA
TC
H
LIN
E
ST
ATIO
N 11
+50 -
SE
E
DR
AWIN
G
EP-
03
N
LINCOLN AVE
BOYD AVE
LINCOLN AVE
BOYD AVE
421 LINCOLN AVEALBERTA C COLBERT
419 LINCOLN AVEMD SANT LLC
417 LINCOLN AVEAJANA M GRANUMBAKARI M TAYLOR
415 LINCOLN AVEMICHAEL WOLYNIECGAIL A ROBINSON
411 LINCOLN AVED A E ROBITAILLE
HILAIRE A &
413 LINCOLN AVEB O NATONSONNICHOLAS A &
409 LINCOLN AVEH M KOONTZ
JOHN S &
436 LINCOLN AVEET AL TR
WINIFRED B LEHMAN
434 LINCOLN AVEHARSHBERGER
BRENT L & B L
430 LINCOLN AVESENEDOU HABTOU
428 LINCOLN AVETHOMAS J MATHEWS
426 LINCOLN AVEMARCIA W NESHKES TR
424 LINCOLN AVE& EILEEN FOOTEDAVID A PIERCE
420 LINCOLN AVEJAMES Y BRADFORD
ANA I CORADO &432 LINCOLN AVE
LUISA MONTERO DIAZ
422 LINCOLN AVEWILLIAM M & A ISAAC418 LINCOLN AVE
DEBORAH LEA BROWNING
407 LINCOLN AVEJOYCE LOEBIG ET AL
416
LIN
CO
LN
AV
ER
OB
ER
T J
&
T
L
BA
RN
HIL
L
LINCOLN AVENUE
 CONSTRU
422 BOYD AVE& AKI ROBERGE
STEPHEN A RINEHART
NOTES:
ENGINEER AND THE REGIONAL ENVIRONMENTAL COORDINATOR.
BE LOCATED IN THE FIELD WITH THE APPROVAL OF THE
CONSTRUCTION ENTRANCE (SCE). IF REQUIRED, SCE'S SHALL
ENTER PAVED SURFACES WITHOUT THE USE OF A STABILIZED
UTILIZIED WITHIN NON-PAVED DISTRUBED AREAS MAY NOT RE-
SEDIMENT FROM THE ADJACENT ROAD IMMEDIATELY. VEHICLES
ONTO ROADWAY SURFACES. CONTRACTOR MUST CLEAN ANY
AND WILL NOT TRAVEL FROM NON-PAVED DISTURBED AREAS
UNLOADEDFROM THE ROADWAY ADJACENT TO THE WORK AREA
CONSTRUCTION VEHICLES WILL BE LOADED AND1.
1" = 20'
EP02
JDCKDV ALS
EROSION AND SEDIMENT CONTROL PLAN
28
CITY OF TAKOMA PARK
SILVER SPRING, MD 20910
31 OSWEGO AVENUE
SCALE :DATEREVISIONNO. BY SHEET OF 30Designed by: Drawn by: Checked by:
N:\
32033-
002\
CA
DD\
pE
P-
P003_
Lincoln
Ave.d
gn
11/
8/
2017
Whitman, Requardt & Associates, LLP801 South Caroline Street, Baltimore, Maryland 21231
FROM JACKSON AVENUE TO ELM AVENUE
SIDEWALK ALONG LINCOLN AVENUE
AUGUST 2017
12+0
0
13+0
0
14+0015+00 16+00 17+00
+50
+50
+50
+50 +50 +50
PC 11+
63.0
3
PT 12
+10.9
3
PT
14+25.3
3
PC 12
+80.0
9
PC 11+
63.0
3
PT 12
+10.9
3
PC 12
+80.0
9
PT
14+25.3
3
CIP CIP
200
200
200
200
205
205
WM
D
WM
CO
D
6"
16"
14"
PIN
E
24"
36"
8"
14"
2"
OA
K
6"
18"
MAP
LE
2"
OA
K
36"
MAP
LE
6"
48"
OA
K
2"
3"
20"
MAP
LE
CO
NC
12"
4"
8"
MYR
TLE
3"
HO
LL
Y
16"
MYR
TLE
14"
8"
OA
K
12"
PIN
E
12"
16"
MAP
LE
8"
6"
8"
PIN
E
8"
HO
LL
Y
4"
CE
DAR
10"
PIN
E
24"
SP
RU
CE
4"
24"
18"
8"
CE
DAR
WM
D
D
SD
MH(2964)
TO
P:1
98.4
8
15"
RCP
INV:1
94.6
8
15"
RC
PIN
V:1
94.0
5
SD
MH(3288)
TO
P:1
97.2
9
8"
TC
8" T
C
6"
TC
8" TC
8"T
C
8"TC
MATC
H LIN
E STATIO
N 11+50 - SEE
DR
AWIN
G EP-02
MATC
H LIN
E ST
ATIO
N 17+00- SEE
DR
AWIN
G EP-04
N
BO
YD
AVE
LINCOLN AVE
BO
YD
CT
507 LINCOLN AVECHEN WEN RONG
505 LINCOLN AVECOLLEEN M LUDGATE
JAMES W &
501 LINCOLN AVEE PAIRSH LAEL
DANIEL A KATZ &
521 LINCOLN AVEJUAN R DERIVAS
519 LINCOLN AVEERNESTINE M WRIGHT
517 LINCOLN AVE& N S BAUMAN
H DIRKSEN LLAR
CH
AVE
HA
YW
AR
D
AVE
512 LINCOLN AVEKAREN A BUDDOO
800 HAYWARD AVECOLLEEN F CLAY ET AL
510 LINCOLN AVESANFORD O & K AMES
508 LINCOLN AVEJUDITH L MOUNTY
506 LINCOLN AVENEVILLE L & C DALEY
504 LINCOLN AVEROBERT B FALK
523
LIN
CO
LN
AV
EC
LAIR
E
S
HU
SO
N
502 LINCOLN AVEMARILEE LINDEMAN
MARTHA N SMITH &
500 LINCOLN AVEKAREN KRUEGER
RICHARD M FAWAL
503 LINCOLN AVEKELLY H WINSHIP
ADAM E &
LINCOLN AVE. CONSTRU
429 BOYD AVELAFONTAINE
PAUL ANTHONYJORA STIXRUD &
CIP 3-1
CIP 3-2
17' RT.13+36  LINCOLN A8.63CIP 3-2
OFFSET D.A. (AC.)STATIONNO. REMARKS
CURB INLET PROTECTION (CIP)
15' LT.12+63  LINCOLN A0.23CIP 3-1
NOTES:
WHERE SHADED ( ), AREAS SHALL BE STABILIZED WITHIN SAME WORKING DAY.2.
ENGINEER AND THE REGIONAL ENVIRONMENTAL COORDINATOR.BE LOCATED IN THE FIELD WITH THE APPROVAL OF THE CONSTRUCTION ENTRANCE (SCE). IF REQUIRED, SCE'S SHALL ENTER PAVED SURFACES WITHOUT THE USE OF A STABILIZED UTILIZIED WITHIN NON-PAVED DISTRUBED AREAS MAY NOT RE-
SEDIMENT FROM THE ADJACENT ROAD IMMEDIATELY. VEHICLESONTO ROADWAY SURFACES. CONTRACTOR MUST CLEAN ANY AND WILL NOT TRAVEL FROM NON-PAVED DISTURBED AREAS UNLOADEDFROM THE ROADWAY ADJACENT TO THE WORK AREA CONSTRUCTION VEHICLES WILL BE LOADED AND1.
1" = 20'
EP03
JDCKDV ALS
EROSION AND SEDIMENT CONTROL PLAN
29
CITY OF TAKOMA PARK
SILVER SPRING, MD 20910
31 OSWEGO AVENUE
SCALE :DATEREVISIONNO. BY SHEET OF 30Designed by: Drawn by: Checked by:
N:\
32033-
002\
CA
DD\
pE
P-
P004_
Lincoln
Ave.d
gn
11/
8/
2017
Whitman, Requardt & Associates, LLP801 South Caroline Street, Baltimore, Maryland 21231
FROM JACKSON AVENUE TO ELM AVENUE
SIDEWALK ALONG LINCOLN AVENUE
AUGUST 2017
17+0018+00
19+00
20+00
20+59
20+59
+50
+50
+50
+50
PI
18+36.6
5
POE 20+59.47
PI
17+58.8
1
PI 19+50.43
PC 17
+51.9
6
PT 17
+65.6
5
PO
E 18
+36.6
4
CIP
CIP
200
WM
D
D
2"
CE
DAR
2"
2"
3"
3"
D
2"
MYR
TLE
8"
8"
MYR
TLE
18"
MAP
LE
26"
MAP
LE
8"
MYR
TLE
3"
3"
26"
PIP
E
VE
RTIC
AL
6" P
VC
STO
NE
10"
3"
7"
CH
ER
RY
3"
16"
OA
K
16"
OA
K
4"
HO
LL
Y
3"
OA
K
2"
3"
OA
K
6"
3"
OA
K
3"
6"
2"
OA
K
1"
2"
MAP
LE
1"
STU
MP
WM
D
D
DIN
V:1
97.7
8 15"
RC
P
INV:1
97.0
4
18"
RCP
INV:19
6.91
SD
MH(4074)
TO
P:1
94.3
7
SD
MH(3946)
TO
P:1
99.2
6
INV:18
8.41
18"
RC
P
INV:1
88.0
8
SD
MH(3868)
TO
P:2
00.7
9
8"T
C
8"TC
INLET
MATC
H LIN
E ST
ATIO
N 17+00- SEE
DR
AWIN
G EP-03
N
EL
M
AVE
514 ETHAN ALLEN AVECAROLINE M FLINTOFT
GARY A EINHORT &
525 LINCOLN AVEHEWETT MARX
PAUL & MELISSA
800 ELM AVEJENNIFER S SHIELDS
GEOFFREY O HARRIS &
600 ETHAN ALLEN AVECROMER ANN DIEHLMANN
703 ELM AVESOPHIE RICHARDSON
PETER J SAINSBURY &
705 ELM AVETERI M O'BRIEN-JONES
T MERIWETHER JONES &
701 AUBURN AVEJOHN C MAYFIELD
JENNIFER R &
AUBURN AVE
523
LIN
CO
LN
AV
EC
LAIR
E
S
HU
SO
N
LINCOLN AVENUE
 CONSTRU
LINCOLN AVE
CIP 4-2
CIP 4-1
OFFSET D.A. (AC.)STATIONNO. REMARKS
CURB INLET PROTECTION (CIP)
19' RT.17+68  LINCOLN A0.12CIP 4-1
19' LT.17+21  LINCOLN A2.93CIP 4-2
NOTES:
WHERE SHADED ( ), AREAS SHALL BE STABILIZED WITHIN SAME WORKING DAY.2.
ENGINEER AND THE REGIONAL ENVIRONMENTAL COORDINATOR.BE LOCATED IN THE FIELD WITH THE APPROVAL OF THE CONSTRUCTION ENTRANCE (SCE). IF REQUIRED, SCE'S SHALL ENTER PAVED SURFACES WITHOUT THE USE OF A STABILIZED UTILIZIED WITHIN NON-PAVED DISTRUBED AREAS MAY NOT RE-
SEDIMENT FROM THE ADJACENT ROAD IMMEDIATELY. VEHICLESONTO ROADWAY SURFACES. CONTRACTOR MUST CLEAN ANY AND WILL NOT TRAVEL FROM NON-PAVED DISTURBED AREAS UNLOADEDFROM THE ROADWAY ADJACENT TO THE WORK AREA CONSTRUCTION VEHICLES WILL BE LOADED AND1.
1" = 20'
EP04
JDCKDV ALS
EROSION AND SEDIMENT CONTROL PLAN
30
![[t]inking about takoma](https://img.pdfslide.us/doc/110x75/56816419550346895dd5d053/tinking-about-takoma-56cc8874504b5.jpg)
![[t]inking about takoma](https://img.pdfslide.us/doc/110x75/56814347550346895dafbed1/tinking-about-takoma.jpg)