HARFORD COUNTY NOT FOR CONSTRUCTION

11
CT BR O O KHI LL H I LL C T R A S B E RR Y 22 AVE G I LE S COUR T L AN D CHURCHVI LLE F UL F O R D AV E M AI TL AN D P O W E L L AVE L I NW OOD AV E M AI N 924 KE N M O R E AVE HE I GHE HO M E S TE AD BEL AIR BEL AIR HIGH HOMESTEAD WAKEFIELD B ELL HE AT HE R R D R D RD S T S T S T S T S T S T S T MIDDLE SCHOOL SCHOOL ELEMENTARY SCHOOL P l u m t r e e S Mv S . S . S T P H A I L P H A I L W . R D I DLE W I L D E AS T E R N AVE B AR N E S E W I NG S T P L G I LE S S T W E S T C R E S T S . HI B I S CUS CT CO R E O PS I S CT W E S T RD UPPER CHESAPEAKE MED. CTR W . T O L CHE S T E R L N M A C C A M S OUT HVI E W F L I N TL O CK L AN AR K AVI E M O R E R O X B UR CH CAR L O W AY L O CHE R N GAI R L O CH F O U N T A I N G LE N B A N A V I E HA L K I R K WAY B AN AVI E L O CH W AY CAR R ON CAR G I LL S E L K I R K R E DF I EL D M URR AY KI L DONAN G R E E N G L A D E C T BR I E R G R E E N BR I E R HI L L E S T A T E S K I R B Y CI R B E NNETT R O B I N HI LL F O X B O R O U G H R OUG H CI R L AN DI S L I TTLE F I EL D M E R R Y H I L L R O O K V A L B C A M B R Y F OX B O C O T T O N D A L E BR I E R E S T A T E S S T AR M OUN T FOUNTAIN F O UN T AI N CHAM B E R S A R A B Y HA MMOND C HA S E M A C P H A I L R O HOMESTEAD HUN TE R S H A M O C K R I DLE W I L D GAR T H L I N W OOD F O X C R O F T DO R S E Y L I N W O O D AV E D E E R B R O O K R OA D B E D F O R D W O O DB UR Y W A Y BEL AIR C O U N T R Y VI LL A G E E D GE H I LL G E E D H I L L M A CP HA I L R O AD M I L R OY CHAR L YN 924 W AK EL Y V I CT O R Y L AN E C H A T H A M W A K E F I E L D C R E S T H E A T H E R L C R E S T F O R E S T DI X I E V I R GI NI A L YNNBR OOK F A I R MONT SP R I NG A V E R O L S T U A R T Y N B R O O K L V E R O N T M O N I A L C O L R I NG F ACT O R Y FAIRMONT COLONIAL ACRES S AR O T OGA T R E N T ON V E R MONT BR I A RC L I FF BR I ARCL I FF L AN E VAL LE Y S T R E AM G R O S V E N O R HA C K B E RR Y H E D G E R O W AL DE N S M E A D O W R I D G E F A L L S T AR M OUN T ECHO SCOTS FANCY MARYLAND COUNTRY CLUB J A C K S O N B L V D HA WLE Y J ACKS ON B L VD T HR EE ACR E N. P I N E R I D G E O N E S . P I N E R I D G E C T BR ANDY W I N E T AR E Y T ON M A R B O R O G R E E N W A Y R O L L I N G O L L I N G R R OAD C H A R T E R O A K A V C HA R TE R OA K R O A D RO AD M ACP HAI L R O AD E N ANG U S T U R N B E R R Y M UI R F I E L D W A Y CL O S E T R O O BR UN S W I CK AS HLE Y W AY W O L D E . GLEN CHE S - CT O F F I D D L E R S G R EEE N A N D R E W S W A Y R u n L N DR DR DR D R DR DR DR DR DR DR DR DR DR DR DR DR D R VILLAGE HOMELANDS P L P L P L P L P L P L P L P L P L P L P L P L R D R D R D R D R D R D RD DR R D R D R D DR R D R D R D R D R D R D R D R D CT CT CT CT CT CT CT C T C T CT C T CT C T CT CT C T CT CT C T CT C T C T C T L N CT C T CT CT CT CT CT TE R R TE R R T E RR T E RR TE RR TE RR CI R E L L I CO T DR E AS T E A S T E . VAL BROOK RE D BRO O K C T F E A T HE R S T ONE C T ROYAL E A S T C A O V E R B R O K O SP I N DLE HI LL S OU T H WOR T H C T CR A B T R EE S Q P E A B ODY C T CT W O O D L A ND CO L ON Y M I L L S T MC LE AN B EL B E S T . CAN DLEL I GHT CT S . CT N . CR A F T ON R D E . R I NG R D F A C T O R Y DR BR I E R HI L L SCOTT PARK DR AVE I N A POP. 10,080 E N S T ON E E E . WAK E F I EL D P L KN O LL C RE S T D R E MM O RT ON V I E W S UNNY A D T I TLE S H EET S T R E A M R E HA B I L I T A T I ON S UNNY V I E W R OAD DRAWN BY FWA JOB NUMBER DESIGNED BY SCALE DATE DRAWING NO. SHEET OF REV# DATE DESCRI PT I ON REVI SI ONS 50 ( 410 ) 662 - 7400 Ba lti m o r e , M a r y l a nd 21202 4 t h F l oo r 509 Sou t h Ex e t e r St r ee t 1"= 1000' WJW 11-27-19 KRM/JBS 410 - 638 - 3545 B EL A I R MA R Y L AND 21014 3 R D F L OOR 212 S OU T H B OND S T R EET W A TE R R E S OU RC E S E NGI NEE R I NG P U B L I C W OR K S D E P A R T ME N T OF HA R F OR D C OUN T Y SHEET NO. 0 1000 2000 FEET SCALE: 1"=1000' EXISTING GROUND CONTOURS (5') EXISTING GROUND CONTOURS (1') TRAVERSE POINT GRADING ELEVATION CONTOURS (5') GRADING ELEVATION CONTOURS (1') 55 54 LIMIT OF DISTURBANCE 3 2 +50 31 3 2 +50 31 E RIGHT OF WAY LINE EXISTING ROADWAY BASE OR SURVEY LINE EXISTING DROP INLET WETLAND HEDGE / TREE LINE EXISTING FENCE LINE EXISTING PIPE/CULVERT BUSH / TREE PROJECT AREA LEGEND INDEX OF SHEETS HORIZONTAL DATUM VERTICAL DATUM NAD 83 / 91 NAVD 88 TITLE 1000 Sunny View Road Stream Rehabilitation Project HARFORD COUNTY Water Resources Engineering Department Of Public Works REVIEWED AND APPROVAL RECOMMENDED APPROVAL RECOMMENDED APPROVED DATE DATE DATE DIRECTOR OF PUBLIC WORKS REVIEWED AND APPROVAL RECOMMENDED DATE PROJECT ENGINEER CHIEF ENGINEER DEPUTY DIRECTOR OF PUBLIC WORKS X X WATERS OF THE US GENERAL NOTES SANITARY SEWER IN STREAM CLOSURE OCTOBER 1 THROUGH APRIL 1 INCLUSIVE OF ANY YEAR. NOTE: STATE STREAM USE CLASS DESIGNATION III (NATURAL TROUT WATERS) FALLSTON AZ MK. ELEV. 464.98 FALLSTON ELEV. 455.79 CONTROL MONUMENTS: REFERENCE TO THE FOLLOWING HARFORD COUNTY SURVEY AMERICAN VERTICAL DATUM OF 1988 (NAVD '88) WITH LOCAL NOTE: ALL ELEVATIONS SHOWN HEREON ARE REFERRED TO THE NORTH FALLSTON AZ MK. N 676,752.37 E 1,477,595.25 FALLSTON N 675,445.19 E 1,477,585.69 MONUMENTS: BASED ON THE FOLLOWING HARFORD COUNTY SURVEY CONTROL TO THE MARYLAND COORDINATE SYSTEM (NAD 83/1991) AND ARE NOTE: COORDINATES AND BEARINGS SHOWN HEREON ARE REFERRED 1 6. 5. 4. 3. 2. 1. NOT FOR CONSTRUCTION 75% DESIGN PLANS N CROSS SECTIONS PROFILE SHEET LANDSCAPING PLANS EROSION AND SEDIMENT CONTROL PLAN SHEETS EROSION AND SEDIMENT CONTROL GENERAL DETAIL SHEETS EROSION AND SEDIMENT CONTROL GENERAL NOTES SHEET PLAN SHEETS DETAIL SHEETS GEOMETRY SHEETS TITLE SHEET 35-50 34 28-33 22-27 19-21 18 12-17 5-11 2-4 1 BY CONTACTING "MISS UTILITY" (1-800-257-7777). IS TO VERIFY THE LOCATION OF EXISTING UTILITIES BEFORE THE START OF CONSTRUCTION, THE CONTRACTOR TRAFFIC CONTROL DEVICES. COUNTY; CONSISTENT WITH THE MANUAL ON UNIFORM CONSTRUCTION AND PRIOR TO ACCEPTANCE BY THE MAINTENANCE OF TRAFFIC AND TRAFFIC CONTROL DURING THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SITE. OTHER DISTURBED OR GRADED AREAS ON THE PROJECT VERTICAL (3:1), AND SEVEN (7) DAYS AS TO ALL AND ALL SLOPES GREATER THAN 3 HORIZONTAL TO 1 CONTROLS, DIKES, SWALES, DITCHES, PERIMETER SLOPES, CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER STABILIZATION SHALL BE COMPLETED WITHIN THREE (3) REDISTURBANCE PERMANENT OR TEMPORARY FOLLOWING INITIAL SOIL DISTURBANCE OR SCHEDULED. WHICH TIME A PRECONSTRUCTION MEETING WILL BE CONTACTING THE CHIEF INSPECTOR AT 410-638-3128 AT GIVEN TO THE D.P.W. INSPECTION SECTION BY FORTY-EIGHT (48) HOURS ADVANCE NOTICE SHALL BE PRIOR TO ANY ONSITE LAND DISTURBANCES, INCLUDE ALL SEWER LINES AND SERVICE LINES. EXISTING UTILITIES AND STRUCTURES. THIS IS TO DAMAGE TO AND MAINTENANCE AND PROTECTION OF THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FOR CONSTRUCTION AND MATERIALS. ACCORDANCE WITH MDOT SHA STANDARD SPECIFICATIONS ALL WORK PERFORMED ON THIS PROJECT SHALL BE IN Bid No. : TBA 25' WETLAND BUFFER EXISTING EASEMENT 55 54

Transcript of HARFORD COUNTY NOT FOR CONSTRUCTION

Page 1: HARFORD COUNTY NOT FOR CONSTRUCTION

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DRAWN BY FWA JOB NUMBER

DESIGNED BY

SCALE

DATE DRAWING NO.

SHEET OF

RE

V#

DA

TE

DE

SC

RIP

TIO

N

RE

VISIO

NS

50

(410) 662-7

400

Baltim

ore,

Maryla

nd 2

1202

4th Flo

or

509 S

outh E

xeter Street

1"= 1000'

WJW

11-27-19

KRM/JBS

410-638-3545

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MA

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TY

SHEET NO.

01000 2000 FEET

SCALE: 1"=1000'

EXISTING GROUND CONTOURS (5')

EXISTING GROUND CONTOURS (1')

TRAVERSE POINT

GRADING ELEVATION CONTOURS (5')

GRADING ELEVATION CONTOURS (1')

55

54

LIMIT OF DISTURBANCE

32+50

31 32+50

31

E

RIGHT OF WAY LINE

EXISTING ROADWAY

BASE OR SURVEY LINE

EXISTING DROP INLET

WETLAND

HEDGE / TREE LINE

EXISTING FENCE LINE

EXISTING PIPE/CULVERT

BUSH / TREE

PROJECT AREA

LEGEND

INDEX OF SHEETS

HORIZONTAL DATUM

VERTICAL DATUM

NAD 83 / 91

NAVD 88

TITLE

1000

Sunny View Road Stream Rehabilitation Project

HARFORD COUNTY

Water Resources Engineering

Department Of Public Works

REVIEWED AND APPROVAL RECOMMENDED

APPROVAL RECOMMENDED

APPROVED DATE

DATE

DATE

DIRECTOR OF PUBLIC WORKS

REVIEWED AND APPROVAL RECOMMENDED DATE

PROJECT ENGINEER

CHIEF ENGINEER

DEPUTY DIRECTOR OF PUBLIC WORKS

X X

WATERS OF THE US

GENERAL NOTES

SANITARY SEWER

IN STREAM CLOSURE OCTOBER 1 THROUGH APRIL 1 INCLUSIVE OF ANY YEAR.NOTE: STATE STREAM USE CLASS DESIGNATION III (NATURAL TROUT WATERS)

FALLSTON AZ MK. ELEV. 464.98 FALLSTON ELEV. 455.79

CONTROL MONUMENTS: REFERENCE TO THE FOLLOWING HARFORD COUNTY SURVEY AMERICAN VERTICAL DATUM OF 1988 (NAVD '88) WITH LOCALNOTE: ALL ELEVATIONS SHOWN HEREON ARE REFERRED TO THE NORTH

FALLSTON AZ MK. N 676,752.37 E 1,477,595.25 FALLSTON N 675,445.19 E 1,477,585.69

MONUMENTS: BASED ON THE FOLLOWING HARFORD COUNTY SURVEY CONTROL TO THE MARYLAND COORDINATE SYSTEM (NAD 83/1991) AND ARENOTE: COORDINATES AND BEARINGS SHOWN HEREON ARE REFERRED

1

6.

5.

4.

3.

2.

1.

NOT FOR CONSTRUCTION

75% DESIGN PLANS

N

CROSS SECTIONS

PROFILE SHEET

LANDSCAPING PLANS

EROSION AND SEDIMENT CONTROL PLAN SHEETS

EROSION AND SEDIMENT CONTROL GENERAL DETAIL SHEETS

EROSION AND SEDIMENT CONTROL GENERAL NOTES SHEET

PLAN SHEETS

DETAIL SHEETS

GEOMETRY SHEETS

TITLE SHEET

35-50

34

28-33

22-27

19-21

18

12-17

5-11

2-4

1

BY CONTACTING "MISS UTILITY" (1-800-257-7777).

IS TO VERIFY THE LOCATION OF EXISTING UTILITIES

BEFORE THE START OF CONSTRUCTION, THE CONTRACTOR

TRAFFIC CONTROL DEVICES.

COUNTY; CONSISTENT WITH THE MANUAL ON UNIFORM

CONSTRUCTION AND PRIOR TO ACCEPTANCE BY THE

MAINTENANCE OF TRAFFIC AND TRAFFIC CONTROL DURING

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE

SITE.

OTHER DISTURBED OR GRADED AREAS ON THE PROJECT

VERTICAL (3:1), AND SEVEN (7) DAYS AS TO ALL

AND ALL SLOPES GREATER THAN 3 HORIZONTAL TO 1

CONTROLS, DIKES, SWALES, DITCHES, PERIMETER SLOPES,

CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER

STABILIZATION SHALL BE COMPLETED WITHIN THREE (3)

REDISTURBANCE PERMANENT OR TEMPORARY

FOLLOWING INITIAL SOIL DISTURBANCE OR

SCHEDULED.

WHICH TIME A PRECONSTRUCTION MEETING WILL BE

CONTACTING THE CHIEF INSPECTOR AT 410-638-3128 AT

GIVEN TO THE D.P.W. INSPECTION SECTION BY

FORTY-EIGHT (48) HOURS ADVANCE NOTICE SHALL BE

PRIOR TO ANY ONSITE LAND DISTURBANCES,

INCLUDE ALL SEWER LINES AND SERVICE LINES.

EXISTING UTILITIES AND STRUCTURES. THIS IS TO

DAMAGE TO AND MAINTENANCE AND PROTECTION OF

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY

FOR CONSTRUCTION AND MATERIALS.

ACCORDANCE WITH MDOT SHA STANDARD SPECIFICATIONS

ALL WORK PERFORMED ON THIS PROJECT SHALL BE IN

Bid No. : TBA

25' WETLAND BUFFER

EXISTING EASEMENT

55

54

Page 2: HARFORD COUNTY NOT FOR CONSTRUCTION

NOT TO SCALE

1'

STAKE

ANCHOR

EXISTING MATERIAL

STAKE

ANCHOR

BEYOND TOP OF BANK

WITH TOPSOIL 1' MIN.

KEY TRENCH BACKFILLED

0.5'

(CLASS 2 RIPRAP)

TOE BOULDER PROTECTION

GEOTEXTILE CLASS SE

TOE BOULDER PROTECTION (TBP)

TYPICAL SECTION

3' MIN.

1

EXISTING MATERIAL

NOT TO SCALE

TOP OF BANK

BEYOND TOP OF BANK

WITH TOPSOIL 1' MIN.

KEY TRENCH BACKFILLED

EXISTING BANK SURFACE

ANCHOR STAKE

VARIES 10'-20'

NOT TO SCALE

Flow

THE UPSTREAM FLOW PATH

AN ANGLE OF 45 TO 75 DEGREES TO

ROOTWADS TO BE PLACED ORIENTED AT

MAXIMUM

TO BE MINIMIZED, 2 FT

GAP BETWEEN ROOTWADS

TO ROOT FAN AS POSSIBLE.

CONTACT WITH KEY MEMBERS, AS CLOSE

CROSS MEMBER TO BE IN DIRECT

CONSOLIDATED FILL

(10-20' LENGTH)

(8-24" DIA.)

KEY MEMBER

(2-6' LENGTH)

(2-4" DIA.)

SMALL WOODY DEBRIS

WOOD TOE (WT)

TYPICAL SECTION

WOOD TOE (WT)

PLAN VIEW

SUBMERGED AT BASEFLOW.

MINIMUM 50% OF ROOTWAD DIAMETER

DIRECTED BY THE ENGINEER, WITH

KEY MEMBER TO BE PLACED AS

MATERIAL TO MINIMIZE VOID SPACE

CLASS 2 MATERIAL WITH CHANNEL BED

CLASS SE

GEOTEXTILE

EXISTING MATERIAL

TREE

EXISTING

NOT TO SCALE

1' MIN

A A

Flo

w

B

B

NOT TO SCALE

CLAY CHANNEL BLOCK

PLAN VIEW

NOT TO SCALE

NOT TO SCALE

1:1 SLO

PE

SLOPE

1:1

VARIES

VARIES

PROPOSED GRADE

1' MIN

BLOCK MATERIAL

CLAY CHANNEL

EXISTING GROUND

1' MIN

BLOCK MATERIAL

CLAY CHANNEL

1' MIN

2' MIN.

PROPOSED GRADE

SURFACE

GROUND

EXISTING

TOP OF BANK

EXISTING GROUND

NOTE:

BE PLACED IN 8" COMPACTED LIFTS.

CLAY CHANNEL BLOCK MATERIAL TO

CLAY CHANNEL BLOCK

TYPICAL SECTION 'A-A'

CLAY CHANNEL BLOCK

TYPICAL SECTION 'B-B'

PREFERENTIALLY USED IN THE WOOD TOE.

NOTE: SPECIES OF SYCAMORE, WALNUT, AND OAK TO BE

BLOCK MATERIAL

CLAY CHANNEL

MATTING AND SECURELY STAKED THICKNESS COVERED WITH NATURAL FIBER NEW BANK SURFACE: TOPSOIL 4" MIN.

THE ENTIRE PLACEMENT OF FILL MATERIAL

OF WOOD MATERIAL SO AS TO ENCAPSULATE

NATURAL FIBER MATTING TO BE PLACED ON TOP

AND SECURELY STAKED

NATURAL FIBER MATTING

THICKNESS COVERED WITH

TOPSOIL 4" MIN.

3

2.2' TYP.

TO BE CONFIRMED BY ENGINEER IN FIELD

NOTE: LIMITS OF STONE AND BANK FACE SLOPE

1:1 MAX

5

NOT TO SCALE

1'

STAKE

ANCHOR

EXISTING MATERIAL

STAKE

ANCHOR

2'-3'

FROM FACE OF TOE BOULDER BRANCHES SHALL EXTEND 2'- 3'

0.5'

BRANCHES (2"-4" DIAMETER AND 4'-6' IN LENGTH)

(CLASS 2 RIPRAP)

TOE BOULDER

GEOTEXTILE CLASS SE

AND SECURELY STAKED

SOIL STABILIZATION MATTING

COVERED WITH TYPE D

TOPSOIL 4" MIN. THICKNESS

NEW BANK SURFACE:

BEYOND TOP OF BANK

WITH TOPSOIL 1' MIN.

KEY TRENCH BACKFILLED

TOE BOULDER PROTECTION WITH WOOD (TBPW)

TYPICAL SECTION

3' MIN.

2.2'

ELEVATION

APPROXIMATE BASEFLOW

FOR PROPOSED LAYOUT AND DIMENSIONS.

STRUCTURE SCHEDULES, PROFILES AND CROSS-SECTIONS

LINES AND GRADES OF INDIVIDUAL STRUCTURES VARY. SEE

NOTE:

FULLY EMBEDDED IN FILL

CROSS MEMBER (8-12" DIA., 6-10' LENGTH)

MATTING AND FILL.

SURFACE FOR PLACEMENT OF NATURAL FIBER

BETWEEN LARGE LOGS AND PROVIDE UNIFORM

SMALL WOODY DEBRIS PLACED TO FILL GAPS

(6-10' LENGTH)

(8-12" DIA.)

CROSS MEMBER

MATERIAL

CHANNEL BED

ON PLAN SHEETS

STRUCTURE SCHEDULES

SET TOP ELEVATION PER

ROCK ROOT PACK (RRP)

TYPICAL SECTION2' O.C. 6" MAX FROM TOP TOE BOULDERTWO ROWS OF LIVE STAKES INSTALLED

2' O.C. 6" MAX FROM TOP TOE BOULDER

TWO ROWS OF LIVE STAKES INSTALLED

1:1 OR FLATTER FACE

VOID TO APPROXIMATE

PLACE STONE INTO

MAXIMUM SPACING OF 2 LINEAR FEET BETWEEN BRANCHES BRANCH PER LINEAR FOOT OF BANK TREATMENT AND A 3. BRANCHES TO BE PLACED AT AN AVERAGE OF ONE

2. MINIMIZE VOID SPACE IN TOE BOULDER

BASEFLOW ELEVATION.1. TOP OF THE BRANCHES SHALL BE PLACED AT OR BELOW NOTES:

ROOTWAD (5-7' ROOTFAN DIAMETER) ATTACHED

KEY MEMBER (8-24" DIA., 10-20' LENGTH) WITH

ON PLAN SHEETS

STRUCTURE SCHEDULES

SET TOP ELEVATION PER

DETAIL S

HEET

STR

EA

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DESIGNED BY

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DATE DRAWING NO.

SHEET OF

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50

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400

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nd 2

1202

4th Flo

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509 S

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xeter Street

NOT TO SCALE

WJW

11-27-19

KRM/JBS

410-638-3545

BEL AIR

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Toe Boulder
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Woody Toe Boulder
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Wood Toe
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Wood Toe
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Clay Block
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Clay Block
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Clay Block
Page 3: HARFORD COUNTY NOT FOR CONSTRUCTION

6

ANCHOR STAKE

1'

SURFACE (TYPICAL)EXISTING GROUND

STAKEANCHOR

MATERIALEXISTING

1' MIN. BELOW CHANNEL TOE AND BACKFILLEDNATURAL FIBER MATTING TO BE TRENCHED IN

EXISTING MATERIAL

ANCHOR STAKE

EXISTING GROUND SURFACE (TYPICAL)

STAKE

ANCHOR

1' MIN. BELOW CHANNEL TOE AND BACKFILLED

NATURAL FIBER MATTING TO BE TRENCHED IN

2:1 SLOPE OR FLATTER

2:1 SLOPE OR FLATTER

TYPICAL STREAMBANK STABILIZATION IN FILL

NOT TO SCALE

NOT TO SCALE

MATTING AND SECURELY STAKED

COVERED WITH NATURAL FIBER

TOPSOIL 4" MIN. THICKNESS

NEW BANK SURFACE:

1'

BEYOND TOP OF BANK

WITH TOPSOIL 1' MIN.

KEY TRENCH BACKFILLED

TYPICAL STREAMBANK STABILIZATION IN CUT

CONSOLIDATED FILL

0.5'

0.5'

FIRST ROW 6" MAX FROM BANK TOETWO ROWS OF LIVE STAKES INSTALLED 2' O.C.

FIRST ROW 6" MAX FROM BANK TOE

TWO ROWS OF LIVE STAKES INSTALLED 2' O.C.

FOR PROPOSED LAYOUT AND DIMENSIONS.

STRUCTURE SCHEDULES, PROFILES AND CROSS-SECTIONS

LINES AND GRADES OF INDIVIDUAL STRUCTURES VARY. SEE

NOTE:

FL

OW

3:1 (T

YP.)

3:1 (TYP.)

3' MIN.3' MIN.

A

MATTINGNATURAL FIBER

ANCHOR STAKE

TOP OF BENCH/BANK

CHANNEL BED MATERIAL

TOP OF BENCH/BANK

TOE OF SLOPE

VARIES

EXISTING GROUND

CONSOLIDATED FILL

EXISTING INVERT

EMBEDDED LOGS

OF 0.4' FOR

MAX EXPOSURE

CONSOLIDATED FILL

PLACEMENT THICKNESS)

CHANNEL BED MATERIAL (0.5'

HEADCUT LOG

EXISTING HEADCUT

EXISTING GROUND

CONSOLIDATED FILL

HEADCUT STABILIZATIONPLAN VIEW

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

HEADCUT STABILIZATIONTYPICAL PROFILE

NOT TO SCALE

THICKNESS)

(0.5' MIN PLACEMENT

CHANNEL BED MATERIAL

LENGTH, 12" MIN. DIAMETER.HEADCUT LOG 15' MIN.

HEADCUT LOG

0.5'

3:1 (T

YP.)

MATTINGNATURAL FIBER

BEYOND TOP OF BANKWITH TOPSOIL 1' MIN.KEY TRENCH BACKFILLED

BEYOND TOP OF BANKWITH TOPSOIL 1' MIN.KEY TRENCH BACKFILLED

BEYOND TOP OF BANKWITH TOPSOIL 1' MIN.KEY TRENCH BACKFILLED

A'

B'B

HEADCUT STABILIZATIONCROSS SECTION B-B'

HEADCUT STABILIZATIONCROSS SECTION A-A'

NATURAL FIBER MATTING AND SECURELY STAKED TOPSOIL 4" MIN. THICKNESS COVERED WITHNEW BANK SURFACE:

AND SECURELY STAKED NATURAL FIBER MATTING COVERED WITHTOPSOIL 4" MIN. THICKNESS NEW BANK SURFACE:

EMBEDDED LOGIN CONTACT WITH ELEMENTS OF CLASS 2 RANDOMLY PLACED

3' MIN.

HEADCUT LOGS

10' MIN. BETWEEN CENTER OF EXISTING HEADCUT

FIRST HEADCUT LOG TO

3' MIN. FROM CENTER OF

CONTACT WITH HEADCUT LOGS

RANDOMLY PLACED IN DIRECT

ELEMENTS OF CLASS 2 RIPRAP

BELOW CHANNEL INVERT

KEY NATURAL FIBER IN 1' MIN.

DETAIL S

HEET

STR

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DRAWN BY FWA JOB NUMBER

DESIGNED BY

SCALE

DATE DRAWING NO.

SHEET OF

RE

V#

DA

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DE

SC

RIP

TIO

N

RE

VISIO

NS

50

(410) 662-7

400

Baltim

ore,

Maryla

nd 2

1202

4th Flo

or

509 S

outh E

xeter Street

NOT TO SCALE

WJW

11-27-19

KRM/JBS

410-638-3545

BEL AIR

MA

RYLA

ND 210

143R

D

FLO

OR

212 S

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TH

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cmbuckley
Headcut
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Headcut
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Headcut
cmbuckley
Headcut
Page 4: HARFORD COUNTY NOT FOR CONSTRUCTION

7

EXISTING INVERT

TYPICAL PROFILE

NOT TO SCALE

PROPOSED SLOPE VARIES

EXISTING GROUND

TRIBUTARY CONFLUENCE STABILIZATION (TCS)

CONSOLIDATED FILL

VARIES

BED MATERIAL

CONSOLIDATED FILL

IN TO MINIMIZE VOID SPACE

BE WASHED IN OR WORKED

CHANNEL BED MATERIAL TO

IN TO MINIMIZE VOID SPACE

BE WASHED IN OR WORKED

CHANNEL BED MATERIAL TO

CHANNEL BED MATERIAL

MAXIMUM5'

4' MIN.

6' MIN.

CHANNEL BED MATERIAL

DEPTH OF RIFFLE MIX WITH

FILL VOID SPACE ALONG ENTIRE

4' MIN.

12'

EXCHANGE

ENCOURAGE HYPORHEIC

IN LENGTH) TO BE INSTALLED TO

CROSS LOG (8"-18" DIA., 12'-20'

VERTICALLY UP BANK

EXTEND 2.2' (TYP)

RIFFLE MIX TO

Flo

w

CR

EST

3'

GLIDE

TAIL

3'

RUN

MATERIAL

TO BE BURIED UNDER CHANNEL BED

RUN PORTION OF STRUCTURE

(32" MIN. THICKNESS)

RIFFLE MIX

(32" MIN. THICKNESS)

RIFFLE MIX

18' LONG

2.2% SLOPE

18' LONG

3'

GLIDE

CONSTRUCTED POOL 20' LONG

2.2% SLOPE

Flo

w

FLOW

RIFFLE MIX

RIFFLE MIX4' MIN.

ATTACHED

WITH ROOTWAD

(8-24"DIAMETER)

LARGE LOG

LENGTH)

(8-18" DIA., 14-20'

ANGLED LOG

4' MIN.

4'

MIN.

MATERIAL.

TO BE BURIED UNDER CHANNEL BED

GLIDE PORTION OF STRUCTURE

STRUCTURE TABLES

ELEVATION CALLED OUT IN THE

LENGTH) TO BE INSTALLED AT THE

DROP LOG (8" -18" DIA. 21'-26' IN

1'

EXPOSURE

6" MAX. LOG

PROPOSED BANK SURFACE

ANCHOR STAKE

NOT TO SCALE

6' MIN. EMBEDMENT

SECURELY STAKED

WITH NATURAL FIBER MATTING AND

TOPSOIL 4" MIN. THICKNESS COVERED

NEW BANK SURFACE:

MAXIMUM

6' M

IN.

LENGTH)

(8-18" DIA., 14-20'

ANGLED LOG IN LENGTH)

(8-18" DIA. 12'-20'

CROSS LOG

IN LENGTH)

(6-12" DIA. 12'-20'

ANGLE LOG

2.2'

TYPICAL PROFILE

NOT TO SCALE

NOT TO SCALE FOR PROPOSED LAYOUT AND DIMENSIONS.

STRUCTURE SCHEDULES, PROFILES AND CROSS-SECTIONS

LINES AND GRADES OF INDIVIDUAL STRUCTURES VARY. SEE

NOTE:

INSIDE OF BENDS

UP BANK ALONG

EXTEND 1' VERTICALLY

RIFFLE MIX TO

6' MIN.

4' MIN.

8'

B'

C'

B

C

DROP LOG OR CROSS LOG

CONTACT WITH UNDERSIDE OF

WITHIN RIFFLE MIX, OR IN DIRECT

1' MINIMUM LOG EMBEDMENT

RIFFLE DIVERSITY STRUCTURE

PLAN VIEW

RIFFLE DIVERSITY STRUCTURE

TYPICAL SECTION ANGLE LOG

RIFFLE DIVERSITY STRUCTURE

BED MATERIAL

BURIED UNDER CHANNEL

STRUCTURE TO BE

RUN PORTION OF

BED MATERIAL

BURIED UNDER CHANNEL

STRUCTURE TO BE

GLIDE PORTION OF

BED MATERIAL

BURIED UNDER CHANNEL

STRUCTURE TO BE

GLIDE PORTION OF

FOR DIMENSIONS)

GRADING PLAN

POOL (REFER TO

CONSTRUCTED

PROPOSED GRADE

FLUSH WITH

CROSS LOG SET

ABOVE PROPOSED INVERT

VERTICALLY 0.2' MAX

DROP LOG EXPOSED

ATTACHED

MIN ROOTFAN DIAMETER)

4-8' LONG WITH ROOTWAD (5'

LARGE LOG (8-24" DIAMETER)

MAINSTEM

TIE IN WITH

TRIBUTARY CONFLUENCE STABILIZATION (TCS)NOT TO SCALE

TYPICAL SECTION

SECTIONS B-B' AND C-C'

REFER TO RIFFLE HABITAT STRUCTURE FOR TYPICAL CROSS5.

DOWNSTREAM

RELATIVE TO VERTICAL, INCREASING IN ELEVATION

ANGLE LOGS TO BE INSTALLED AT A SLOPE OF 1-2%4.

RIFFLE CREST.

APPROXIMATED BY ELEVATION OF DOWNSTREAM

DURING BASEFLOW. BASEFLOW ELEVATION TO BE

AT LEAST 70% OF ROOTWAD TO BE SUBMERGED 3.

TAPER END OF LOG TO AID IN DRIVING.

IS EMBEDDED INTO EXISTING CONDITIONS.

USE DRIVING TECHNIQUES TO ENSURE LARGE LOG2.

AN ANGLE OF 30-45 DEGREES FROM VERTICAL

ORIENT ROOTWAD OF LARGE LOG UPSTREAM TO 1.

NOTE:

4' MIN.

DETAIL S

HEET

STR

EA

M

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UN

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DRAWN BY FWA JOB NUMBER

DESIGNED BY

SCALE

DATE DRAWING NO.

SHEET OF

RE

V#

DA

TE

DE

SC

RIP

TIO

N

RE

VISIO

NS

50

(410) 662-7

400

Baltim

ore,

Maryla

nd 2

1202

4th Flo

or

509 S

outh E

xeter Street

NOT TO SCALE

WJW

11-27-19

KRM/JBS

410-638-3545

BEL AIR

MA

RYLA

ND 210

143R

D

FLO

OR

212 S

OU

TH

BO

ND

STR

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WATE

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OU

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NGIN

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Trib Confl
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Trib Confl
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Riffle Diversity
cmbuckley
Riffle Diversity
cmbuckley
Riffle Diversity
Page 5: HARFORD COUNTY NOT FOR CONSTRUCTION

B

Flo

w

FLOW

1'

NOT TO SCALE

RIFFLE HABITAT STRUCTURE

TYPICAL SECTION A-A'

NOT TO SCALE

RIFFLE HABITAT STRUCTURE

TYPICAL PROFILE

NOT TO SCALE

STONE PLACEMENT DETAIL

MAXIMUM

TAIL

DETAIL

PLACEMENT

SEE STONE

EMBEDDED LOGS

NOTE:

FLOW

CR

EST

1' TYP.

EXPOSURE

6" MAX. LOG

PROPOSED BANK SURFACE

ANCHOR STAKE

CHANNEL BED MATERIAL

SALVAGED AND BACKFILLED

MATERIAL

TO BE BURIED UNDER CHANNEL BED

RUN PORTION OF STRUCTURE

A

A'

NOT TO SCALE

OFFSET THALWEG

VARIES (18'-41')

SLOPE VARIES (1.7%-2.6%)

C C'

EXISTING GROUND

OFFSET THALWEG

NOT TO SCALE

1'

5'

3'

GLIDE

3'

RUN

4' MIN.

6' MIN.

6' MIN. EMBEDMENT

RIFFLE HABITAT STRUCTURE (RHS)

PLAN VIEW

CHANNEL BED MATERIAL

DEPTH OF RIFFLE MIX WITH

FILL VOID SPACE ALONG ENTIRE

(32" MIN. THICKNESS)

RIFFLE MIX

(32" MIN. THICKNESS)

RIFFLE MIX

1'-2'

INSIDE OF BENDS

UP BANK ALONG

EXTEND 1' VERTICALLY

RIFFLE MIX TO

VERTICALLY 0.2' MAX

CROSS LOG EXPOSED

4' MIN.

MIN.

5'

12'

8

IN LENGTH)

(6-12" DIA. 12'-20'

EMBEDDED LOG

B'

RIFFLE HABITAT STRUCTURE

TYPICAL SECTION OFFSET THALWEG C-C'

SECURELY STAKED

WITH NATURAL FIBER MATTING AND

TOPSOIL 4" MIN. THICKNESS COVERED

NEW BANK SURFACE:

VARIES (13'-16.3')

NOT TO SCALE

4" TOPSOIL THROUGHOUT

EXCHANGE

ENCOURAGE HYPORHEIC

IN LENGTH) TO BE INSTALLED TO

CROSS LOG (8"-18" DIA., 12'-20'

WITHIN RIFFLE MIX

1' MINIMUM LOG EMBEDMENT

PERMITTED.

INTERLOCKING. DUMPING OF RIPRAP WILL NOT BE

RIPRAP MUST BE PLACED IN A MANNER TO PROMOTE

STONES SHALL BE MIXED TO MINIMIZE VOID SPACES.

IN A DOWNSTREAM DIRECTION. SMALL AND LARGE

RIFFLE MIX SHALL BE PLACED SO THAT IT SHINGLES

VERTICALLY UP BANK

EXTEND 2.2' (TYP)

RIFFLE MIX TO

1.1'

STONE (%)AMOUNT OF

STONE TYPE

100

80

20

0

TOTAL

SHA CLASS 2

SHA CLASS 1

SHA CLASS 0

RIFFLE MIX

Flo

w

PROPOSED TOP OF BANK (TYP.)

RANDOMLY PLACED

(12-36" DIA.)

EMBEDDED LARGE LOG

PLACED

(4-8" DIA.) RANDOMLY

EMBEDDED SMALL BRANCHED LOG

FROM FINISHED GRADE

ADDED (+/- 0.5')

MICROTOPOGRAPHY

DEPRESSION WITH

FLOODPLAIN ENHANCEMENT FEATURE

TYPICAL PLAN VIEW

FOR PROPOSED LAYOUT AND DIMENSIONS.

STRUCTURE SCHEDULES, PROFILES AND CROSS-SECTIONS

LINES AND GRADES OF INDIVIDUAL STRUCTURES VARY. SEE

NOTE:

EXISTING GROUND

RIFFLE HABITAT STRUCTURE

TYPICAL SECTION B-B'

NOT TO SCALE

1'

(32" MIN. THICKNESS)

RIFFLE MIX

13' (TYP.)

2.2'

1'-2.2'

EMBEDDED AT MIN.

IN THE FIELD AT THE DIRECTION OF THE ENGINEER. ALL WOODY DEBRIS TO BE PARTIALLY

PLACEMENT AND EMBEDMENT OF LARGE LOGS AND SMALL BRANCHES TO BE DETERMINED 5.

APPROVAL OF THE ENGINEER.

FLOODPLAIN ENHANCEMENT FEATURE. ADDITIONAL WOODY DEBRIS CAN BE PLACED WITH

MINIMUM OF FIVE (5) LARGE LOGS AND TEN (10) SMALL BRANCHES TO BE PLACED IN EACH 4.

WITH AREAS +/- 0.5' FROM PROPOSED GRADE.

ROUGH GRADE FINISHED SURFACE: MANIPULATE GROUND TO CREATE MICROTOPOGRAPHY 3.

RESOURCES AND EXISTING UTILITY RIGHT OF WAYS

2. INCORPORATE MICROTOPOGRAPHY IN AREAS WHICH LIMIT IMPACTS TO EXISTING NATURAL

INSTREAM STRUCTURES

HARDWOOD SPECIES AND LOGS WITH INTACT ROOTWADS TO BE PREFERENTIALLY USED IN 1.

NOTES:

MATERIAL

CHANNEL BED

BACKFILL WITH

BED MATERIAL

BURIED UNDER CHANNEL

STRUCTURE TO BE

GLIDE PORTION OF

MATERIAL

CHANNEL BED

BURIED UNDER

STRUCTURE TO BE

RUN PORTION OF

MAY VARY. SEE PROFILE SHEETS.

MATERIAL. LENGTH AND SLOPE

TO BE BURIED UNDER CHANNEL BED

GLIDE PORTION OF STRUCTURE

4' MIN.

DETAIL S

HEET

STR

EA

M

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HA

BILIT

ATIO

NS

UN

NY

VIE

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DRAWN BY FWA JOB NUMBER

DESIGNED BY

SCALE

DATE DRAWING NO.

SHEET OF

RE

V#

DA

TE

DE

SC

RIP

TIO

N

RE

VISIO

NS

50

(410) 662-7

400

Baltim

ore,

Maryla

nd 2

1202

4th Flo

or

509 S

outh E

xeter Street

NOT TO SCALE

WJW

11-27-19

KRM/JBS

410-638-3545

BEL AIR

MA

RYLA

ND 210

143R

D

FLO

OR

212 S

OU

TH

BO

ND

STR

EET

WATE

R

RES

OU

RC

ES E

NGIN

EE

RIN

G

PU

BLIC

WO

RKS

DEP

AR

TM

EN

T O

FH

ARF

OR

D

CO

UN

TY

cmbuckley
Floodplain En
cmbuckley
Riffle Habitat
cmbuckley
Riffle Habitat
cmbuckley
Riffle Habitat
cmbuckley
Riffle Habitat
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Riffle Habitat
Page 6: HARFORD COUNTY NOT FOR CONSTRUCTION

PLA

N

SH

EET

STR

EA

M

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HA

BILIT

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UN

NY

VIE

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DRAWN BY FWA JOB NUMBER

DESIGNED BY

SCALE

DATE DRAWING NO.

SHEET OF

RE

V#

DA

TE

DE

SC

RIP

TIO

N

RE

VISIO

NS

50

(410) 662-7

400

Baltim

ore,

Maryla

nd 2

1202

4th Flo

or

509 S

outh E

xeter Street

1"= 20'

WJW

11-27-19

KRM/JBS

410-638-3545

BEL AIR

MA

RYLA

ND 210

143R

D

FLO

OR

212 S

OU

TH

BO

ND

STR

EET

WATE

R

RES

OU

RC

ES E

NGIN

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DEP

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EN

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226

226

227

227

227

227

228

228

228

228

228

228

228

229

229

229

229

229

229

229

229

229

229

230

230

230

23023

0

230

230

230

230

230

231

231

231

231

231

231

231

231

231

231

231

231

231

232

232

232

232232

232

232

232

232

232

232

232

232

232

232

232

233

233

233

233

233

233

233

233

233

233

233

233

233

233

233

233

233

233

234

234

234

234

234

234

234

234

234

234

234

234

234

234

234

234

234

234

235

235

235

235

235

235

235

235

235

235

235

235

235

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236

236

236

236

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236

237

237

237

237

237

237

238

238

238

238

239

239

239

240

240

240

241

241

241

241

242 2

42

TF

RASPBERRY COURT

INV

INV

SD

INV

INV

INV

INV

INV

INV

INV

INV

SS

INV

INV

INV

INV

SS

INV

INV

TEL

INV

BO

ULE

VA

RD

JA

CKS

ON

10+00

11+00

12+00

13+00

14+00

15+00

16+00

+50

+50

+50

+50

+50

+50

+50

300

+00

+25

+50

200+00

+25 +50

LOT 10

PARCEL 2100

LIBER 1353 FOLIO 0512

18 BROOK HILL COURT

PARCEL 2100

LIBER 1353 FOLIO 0512

LOT

LIBER 01353 FOLIO 0512

PARCEL 2100

LOT 21

FOLIO 0512

LIBER 01353

PARCEL 2100

LOT 11

PARCEL 2100

LIBER 1353 FOLIO 0512

16 BROOK HILL COURT

LOT

PARCEL 2100

LIBER 1353 FOLIO 0512

RASPBERRY HILL COURT

CAN NOT OPENTOP OF RIM=238.19'

(SSMH)

P.K. NAILTRAV PT#MA3

REBAR & CAPTRAV PT#MA22

1" PIPE#200

REBAR & CAPTRAV PT#KCI 9016

24"TREE

24"TREE

22.8" MAPLE

17.0" MAPLE

22.5" POPLAR

17.2" POPLAR

20.8" MAPLE

19.2" POPLAR

18.1" POPLAR

19.5" POPLAR

14.7" CHERRY

14.1" POPLAR

19.9" POPLAR

40"TWIN

24.3" MAPLE

15.7" MAPLE

24.2" MAPLE

36.0" MAPLE

19.4" MAPLE

24.3" MAPLE

26.9" MAPLE

16.7 MAPLE

SYCAMORE29.8" SYCAMORE

28"

24"T

RE

E

22" SYCAMORE

20.5" POPLAR

25.8" SYCAMORE

26.5" SYCAMORE15.9" TWIN WALNUT

16.5" BOXELDER

20.5" WALNUT

13.6" MAPLE

13.0" MAPLE

30" RED MAPLE

14.7" MAPLE

19.5" CHERRY

MAPLE23" TWIN

14.5" LOCUST

16" MAPLE 12.2" MAPLE

13.5" MAPLE13.6" ASH

20.5" WALNUT

19.5" MAPLE

14.2" WILLOW

16" CHERRY

22.6" MAPLE

18.8" WALNUT

21.6" POPLAR 20.2" POPLAR

21.2" POPLAR

18.6" SYCAMORE

15" WALNUT

13" CHERRY

26.2" POPLAR

12" MULTI MAPLE

13" TWIN MAPLE

12.1" TWIN MAPLE

20.5" MAPLE

17.7" POPLAR

18.2" WALNUT

19.2" WALNUT

PLANTERIN 4' DIAM

6" PINE

WOODS

18.5" MAPLE

GRASS

BLVD#1016 JACKSON

1 STY HOUSE

WOODS

15" MAPLE

WOODS

MAC

GRASS

CO

NC

SID

EW

AL

K

WOODS

PARK BENCH2' HIGH WOODEN

INV.OUT=229.70'24"CMP

REBAR & CAPTRAV PT#MA21

23.4" MAPLE

WETL

(NE) 8"TC INV.OUT=224.58'(NW) 8"TC INV.IN=224.63'TOP OF RIM=233.25'(SSMH)

21" SYCAMORE

14.8" SYCAMORE

22" POPLAR

16.5" MAPLE

(NE) 18"TC INV.OUT=22.01'(SW) 18"TC INV.IN=225.78'TOP OF PIM=235.27'(SSMH)

23.7" POPLAR15.2" MAPLE

13.7" POPLAR

5'DIAM ROCKSROW OF (4)

26"TREE

(SE) 24"CMP INV.OUT=234.20'(W) 18"RCP INV.IN=235.20'TOP OF GRATE=240.92'

GUARDRAILSTEEL

15"CMP INV.OUT=237.84'TOP OF GRATE=241.09'

P.K. NAILTRAV PT#MA24

AN

D

GU

TT

ER

CO

NC

CU

RB

(E) 18"RCP INV. OUT=236.95'(NW) 12"CMP INV.IN=237.35'(SW) 15"CMP INV.IN=237.23'TOP OF RIM=241.64'(SDMH)

12.1" MAPLE

12.0" MAPLE

23.4" WILLOW

13" WALNUT

(2) REFLECTORS

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LEGEND

CLAY CHANNEL BLOCK

WOOD TOE

WOODY TOE BOULDER PROTECTION

TOE BOULDER PROTECTION

ROCK ROOT PACK

WETLAND BOUNDARY

EXISTING 100 YEAR FLOODPLAIN

PROPOSED 100 YEAR FLOODPLAIN

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

FLOODPLAIN ENHANCEMENT

25' WETLAND BUFFER

LIMIT OF DISTURBANCE

WATERS OF THE U.S.

TRIBUTARY CONFLUENCE STRUCTURE

RIFFLE HABITAT STRUCTURE

RIFFLE DIVERSITY STRUCTURE

#5002-B AND 9268 FOR SEWER LINE INFORMATION.

3. SEE HARFORD COUNTY WATER AND SEWER DEPARTMENT CONTRACTS

CONTRACTOR AT THE DISCRETION OF THE ENGINEER.

SANITARY SEWER FACILITIES WILL BE THE SOLE RESPONSIBILITY OF THE

DURING CONSTRUCTION. ANY DAMAGE AND SUBSEQUENT REPAIR TO THE

THE EXISTING SANITARY SEWER LINES IN THE FIELD AND PROTECTING THESE

APPROXIMATE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD VERIFYING

THE BEST AVAILABLE AS-BUILT INFORMATION AND SHOULD BE CONSIDERED

2. ALL SANITARY SEWER LINE LOCATIONS AND ELEVATIONS ARE BASED ON

FIELD CHANGES AS DIRECTED BY HARFORD COUNTY.

PLACEMENT OF STRUCTURES. CHANGES IN FIELD CONDITIONS MAY WARRANT

PURPOSES ONLY. SEE TABLES, PROFILES, AND CROSS SECTIONS FOR THE

1. STRUCTURE PLACEMENTS SHOWN ON PLANS ARE FOR VISUALIZATION

NOTES:

HEADCUT STABILIZATION

N

12

LOT 12

PARCEL 2100

LIBER 1353 FOLIO 0512

MATC

HLIN

E STA. 16

+50 SEE S

HEET 13 O

F 50

E 1502510

N 678260

E 1502510

N 677910

E 1502200

N 677910

MAINSTEM

Þ OF CONSTRUCTION

TRIB 1

Þ OF CONSTRUCTION

TRIB 2

Þ OF CONSTRUCTION

PER DIRECTION OF ENGINEER

INSTALL HEADCUT STABILIZATION STRUCTURE

SEE DETAIL SHEET 9 OF 50

PROPOSED 24" HDPE OUTFALL PIPE

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DRAWN BY FWA JOB NUMBER

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DATE DRAWING NO.

SHEET OF

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50

(410) 662-7

400

Baltim

ore,

Maryla

nd 2

1202

4th Flo

or

509 S

outh E

xeter Street

1"= 20'

WJW

11-27-19

KRM/JBS

410-638-3545

BEL AIR

MA

RYLA

ND 210

143R

D

FLO

OR

212 S

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ND

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WATE

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SS

18" PVC

SS

12"

RCP

27"R

CP

R

C

R

C

SS

R

C

INVS

S

INV

INV

INV

INV

SS

17+00

18+00

19+00

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21+

00

22+00

23+00

+50

+50

+50

+50

+50

+50

+50

+50

EASE

ME

NT

20' D

RAIN

AG

E

LOT 135

PARCEL 0301

LIBER 1590 FOLIO 0001

804 PINE RIDGE COURT

LOT 134

PARCEL 0301

LIBER 1686 FOLIO 0469

802 PINE RIDGE COURT

PARCEL 2100

LIBER 1353 FOLIO 0512

LOT 9

PARCEL 2100

LIBER 3585 FOLIO 0260

17 BROOK HILL COURT

LOT 53

PARCEL 0284

LIBER 3848 FOLIO 0120

902 FALLEN STONE COURT

LOT 10

PARCEL 2100

LIBER 1353 FOLIO 0512

18 BROOK HILL COURT

PARCEL 2100

LIBER 1353 FOLIO 0512

PARCEL 0299

LOT 139

LIBER 3335 FOLIO 0212

406 SUNNY VIEW ROAD

(NE) 18"TC INV.OUT=221.37'(SW) 18"TC INV.IN=221.66'TOP OF RIM=229.28'(SSMH)

(BOLTED SHUT)COULD NOT OPENTOP OF RIM=228.10'

14.8" CHERRY

15.8" WALNUT

13" WALNUT

14.5" MAPLE

12" CEDAR

14" MAPLE

REBAR#212

R&C

#205 R&C

#206

1" PIPE

#207

REBAR & CAPTRAV PT#KCI 9015

15.1" TWIN MAPLE

16" TWIN MAPLE 14.7" MAPLE

10"

12"

15"

36"

15"

15"

24"

36"

15"

24"

24"

17" TWIN MAPLE

28" MULTI MAPLE

46" MAPLE 21" MAPLE

21" WALNUT

21" SYCAMORE

16.3" CHERRY

15.3" CHERRY

15" POPLAR

15.2" POPLAR

14.9" POPLAR

17.6" POPLAR

18.5" POPLAR19" TWIN MAPLE

17" MAPLE

12.5" MAPLE

12" CHERRY

15.5" WALNUT

15" WALNUT 14" WALNUT

25.5" MAPLE

22" CHERRY

21" MAPLE

18.8" MAPLE

19.5" MAPLE

20" CEDAR

13" MAPLE

26" CHERRY

14" WILLOW

14" CHERRY

14" CHERRY

WOODS

36"

12.5" MAPLE

20.5" MAPLE

15" MAPLE

16" MULTI MAPLE

12"RCP INV.OUT=225.56'

20.5" MAPLE

R&C#209

14" MULTI MAPLE

REBAR & CAPTRAV PT#MA20

DPW SIGN

21.5" MULTI MAPLE

CAN NOT OPENTOP OF RIM=230.18'(SSMH)

TRAV PT#MA20

REBAR & CAPTRAV PT#MA2

TRAV PT#9925

TRAV PT#9924

TRAV PT#9923

12.5" CHERRY

16" POPLAR

15.5" MAPLE

12" RCP BURRIED

12.5" MAPLE

39" MAPLE

15.5" MAPLE

15" MAPLE

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#5002-B AND 9268 FOR SEWER LINE INFORMATION.

3. SEE HARFORD COUNTY WATER AND SEWER DEPARTMENT CONTRACTS

CONTRACTOR AT THE DISCRETION OF THE ENGINEER.

SANITARY SEWER FACILITIES WILL BE THE SOLE RESPONSIBILITY OF THE

DURING CONSTRUCTION. ANY DAMAGE AND SUBSEQUENT REPAIR TO THE

THE EXISTING SANITARY SEWER LINES IN THE FIELD AND PROTECTING THESE

APPROXIMATE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD VERIFYING

THE BEST AVAILABLE AS-BUILT INFORMATION AND SHOULD BE CONSIDERED

2. ALL SANITARY SEWER LINE LOCATIONS AND ELEVATIONS ARE BASED ON

FIELD CHANGES AS DIRECTED BY HARFORD COUNTY.

PLACEMENT OF STRUCTURES. CHANGES IN FIELD CONDITIONS MAY WARRANT

PURPOSES ONLY. SEE TABLES, PROFILES, AND CROSS SECTIONS FOR THE

1. STRUCTURE PLACEMENTS SHOWN ON PLANS ARE FOR VISUALIZATION

NOTES:

LEGEND

CLAY CHANNEL BLOCK

WOOD TOE

WOODY TOE BOULDER PROTECTION

TOE BOULDER PROTECTION

ROCK ROOT PACK

WETLAND BOUNDARY

EXISTING 100 YEAR FLOODPLAIN

PROPOSED 100 YEAR FLOODPLAIN

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

FLOODPLAIN ENHANCEMENT

25' WETLAND BUFFER

LIMIT OF DISTURBANCE

WATERS OF THE U.S.

TRIBUTARY CONFLUENCE STRUCTURE

RIFFLE HABITAT STRUCTURE

RIFFLE DIVERSITY STRUCTURE

HEADCUT STABILIZATION

N

13

E 1503080

N 678480

E 1502800

N 678480

E 1502800

N 678080

MATC

HLIN

E STA. 16

+50 SEE S

HEET 12 O

F 50

MATC

HLI

NE STA. 2

3+50

SEE SHEET

14 O

F 50

MAINSTEM

Þ OF CONSTRUCTION

CONFIRMED WITH COUNTY

AND TIE IN TO BE

OUTFALL STABILIZATION

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404
Page 8: HARFORD COUNTY NOT FOR CONSTRUCTION

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RO

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DRAWN BY FWA JOB NUMBER

DESIGNED BY

SCALE

DATE DRAWING NO.

SHEET OF

RE

V#

DA

TE

DE

SC

RIP

TIO

N

RE

VISIO

NS

50

(410) 662-7

400

Baltim

ore,

Maryla

nd 2

1202

4th Flo

or

509 S

outh E

xeter Street

1"= 20'

WJW

11-27-19

KRM/JBS

410-638-3545

BEL AIR

MA

RYLA

ND 210

143R

D

FLO

OR

212 S

OU

TH

BO

ND

STR

EET

WATE

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SUNNYVIEW ROAD

SS

24+

00

25+00

26+00

27+00

28+00

29+00

+50

+50

+50

+50

+50

+50

+50

EASEMENT 738/177

20' DRAINAGE & UTILITY

LIBER 1685 FOLIO 0824

PARCEL 0301

LOT 136

LOT 138

PARCEL 0299

LIBER 3253 FOLIO 0164

404 SUNNY VIEW ROAD

LOT 137

PARCEL 0299

LIBER 2206 FOLIO 0053

402 SUNNY VIEW ROAD

LOT 135

PARCEL 0301

LIBER 1590 FOLIO 0001

804 PINE RIDGE COURT

PARCEL 0299

LOT 139

LIBER 3335 FOLIO 0212

406 SUNNY VIEW ROAD

LOT 140

PARCEL 0299

LIBER 3776 FOLIO 0211

408 SUNNY VIEW ROAD

LOT 141

PARCEL 0299

LIBER 2545 FOLIO 0986

410 SUNNY VIEW ROAD

LOT 142

PARCEL 0299

LIBER 3910 FOLIO 0210

412 SUNNY VIEW ROAD

LOT 57

PARCEL 0284

LIBER 1564 FOLIO 0670

910 FALLEN STONE COURTLOT 56

PARCEL 0284

LIBER 3669 FOLIO 0581

908 FALLEN STONE COURT

LOT 55

PARCEL 0284

LIBER 4125 FOLIO 0187

906 FALLEN STONE COURTLOT 54

PARCEL 0284

LIBER 1409 FOLIO 1048

904 FALLEN STONE COURT

12"

19.5" MAPLE

SYCAMORE 17" MULTI STEM

REBAR & CAPTRAV PT#KCI 9012

18" CEDAR

15.5" CHERRY

18.5" POPLAR

22" POPLAR

TRIPLE 24"

12"

15"

12"

12"

12"14"

24"

13.5" CHERRY

24" MAPLE

19" POPLAR17.5" POPLAR

SYCAMORE17" TWIN

22.5" MAPLE

22" MAPLE14" POPLAR

15.5" POPLAR

14" MAPLE22.5" CHERRY

13" POPLAR

13.5" MAPLE

18" WALNUT

16" MULTI MAPLE

20.5" CHERRY

12" MAPLE

13" MAPLE

15" MAPLE

14.5" MAPLE14" MAPLE

18.5" CHERRY

16" CHERRY

14.5" WILLOW

16" POPLAR

12.5" MULTI CHERRY

POPLAR18" TWIN

18.5" POPLAR

24"

21" MAPLE

STONE WALL

12" CHERRY

TRAV PT#9919

TRAV PT#9920

TRAV PT#9921

TRAV PT#9922

TRAV PT#WS30

TRAV PT#WS31

30.5" CHERRY

5' HIGH METAL FENCE

15.5" POPLAR

18" SYCAMORE

14.5" CHERRY

24" MAPLE

REBAR & CAPTRAV PT#KCI 9011

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LEGEND

CLAY CHANNEL BLOCK

WOOD TOE

WOODY TOE BOULDER PROTECTION

TOE BOULDER PROTECTION

ROCK ROOT PACK

WETLAND BOUNDARY

EXISTING 100 YEAR FLOODPLAIN

PROPOSED 100 YEAR FLOODPLAIN

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

FLOODPLAIN ENHANCEMENT

25' WETLAND BUFFER

LIMIT OF DISTURBANCE

WATERS OF THE U.S.

TRIBUTARY CONFLUENCE STRUCTURE

RIFFLE HABITAT STRUCTURE

RIFFLE DIVERSITY STRUCTURE

#5002-B AND 9268 FOR SEWER LINE INFORMATION.

3. SEE HARFORD COUNTY WATER AND SEWER DEPARTMENT CONTRACTS

CONTRACTOR AT THE DISCRETION OF THE ENGINEER.

SANITARY SEWER FACILITIES WILL BE THE SOLE RESPONSIBILITY OF THE

DURING CONSTRUCTION. ANY DAMAGE AND SUBSEQUENT REPAIR TO THE

THE EXISTING SANITARY SEWER LINES IN THE FIELD AND PROTECTING THESE

APPROXIMATE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD VERIFYING

THE BEST AVAILABLE AS-BUILT INFORMATION AND SHOULD BE CONSIDERED

2. ALL SANITARY SEWER LINE LOCATIONS AND ELEVATIONS ARE BASED ON

FIELD CHANGES AS DIRECTED BY HARFORD COUNTY.

PLACEMENT OF STRUCTURES. CHANGES IN FIELD CONDITIONS MAY WARRANT

PURPOSES ONLY. SEE TABLES, PROFILES, AND CROSS SECTIONS FOR THE

1. STRUCTURE PLACEMENTS SHOWN ON PLANS ARE FOR VISUALIZATION

NOTES:

HEADCUT STABILIZATION

N

14

E 1503170

N 678230

E 1503170

N 678570

E 1503520

N 678570

MATC

HLI

NE STA. 2

3+50

SEE SHEET

13 O

F 50 M

ATC

HLIN

E STA. 2

9+

50 SEE SHEET 15 OF 50

MAINSTEM

Þ OF CONSTRUCTION

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Page 9: HARFORD COUNTY NOT FOR CONSTRUCTION

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DRAWN BY FWA JOB NUMBER

DESIGNED BY

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DATE DRAWING NO.

SHEET OF

RE

V#

DA

TE

DE

SC

RIP

TIO

N

RE

VISIO

NS

50

(410) 662-7

400

Baltim

ore,

Maryla

nd 2

1202

4th Flo

or

509 S

outh E

xeter Street

1"= 20'

WJW

11-27-19

KRM/JBS

410-638-3545

BEL AIR

MA

RYLA

ND 210

143R

D

FLO

OR

212 S

OU

TH

BO

ND

STR

EET

WATE

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SWING SET

207.34'INV. EL

SUNNYVIEW ROAD

4" HPPE

RIPRAPEX. CL II

EX. DITCH

EX. DITCH

INV

INV

RIN

G

FA

CTO

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RO

AD

30+00

31+

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PARCEL 0299

LOT 58

PARCEL 0284

LIBER 2586 FOLIO 0242

912 FALLEN STONE COURTLOT 59

PARCEL 0284

LIBER 2148 FOLIO 0192

914 FALLEN STONE COURT

LOT 60

PARCEL 0284

LIBER 2201 FOLIO 0209

916 FALLEN STONE COURT

LOT 61

PARCEL 0284

LIBER 3439 FOLIO 0645

918 FALLEN STONE COURT

LOT 62

PARCEL 0284

LIBER 2437 FOLIO 0909

920 FALLEN STONE COURT

LOT 143

PARCEL 0299

LIBER 1741 FOLIO 0676

414 SUNNY VIEW ROAD

LOT 144

PARCEL 0299

LIBER 1729 FOLIO 0283

416 SUNNY VIEW ROAD

LOT 145

PARCEL 0299

LIBER 2760 FOLIO 0651

418 SUNNY VIEW ROAD

LOT

PARCEL 0284

FOLIO 0297

LIBER 1323

24"

REBAR & CAPTRAV PT#KCI 9010

REBAR & CAPTRAV PT#KCI 9914

12" CHERRY

36" MAPLE

DOUBLE 10"

DOUBLE 10"

11"

15"

12"

15"

36" 36"

10"

10"

10"

24"

24"

12"

15"

15"

24"

36"

12"

15"

24"24"

24"

10"

11"

24"

24"

36"

15"

18"

SYCAMORE23" TWIN

34" POPLAR

14" WILLOW

13" BOXELDER

13" CHERRY

14" CHERRY

12" MAPLE

REBAR & CAPTRAV PT#KCI 9103

TRAV PT MA50

15"

RIPRAP

DITCH

24"

20"

20"

TRAV PT#WS32

TRAV PT#WS33

TRAV PT#WS34

TRAV PT#MA51

HEADWALLCONC.

=215.43'OUTFALL30"RCP AT

AT WINGWALL

14" WILLOW

212

212

213

213

214

215

215

234

228

234 232

232

234

226

224

LEGEND

CLAY CHANNEL BLOCK

WOOD TOE

WOODY TOE BOULDER PROTECTION

TOE BOULDER PROTECTION

ROCK ROOT PACK

WETLAND BOUNDARY

EXISTING 100 YEAR FLOODPLAIN

PROPOSED 100 YEAR FLOODPLAIN

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

FLOODPLAIN ENHANCEMENT

25' WETLAND BUFFER

LIMIT OF DISTURBANCE

WATERS OF THE U.S.

TRIBUTARY CONFLUENCE STRUCTURE

RIFFLE HABITAT STRUCTURE

RIFFLE DIVERSITY STRUCTURE

#5002-B AND 9268 FOR SEWER LINE INFORMATION.

3. SEE HARFORD COUNTY WATER AND SEWER DEPARTMENT CONTRACTS

CONTRACTOR AT THE DISCRETION OF THE ENGINEER.

SANITARY SEWER FACILITIES WILL BE THE SOLE RESPONSIBILITY OF THE

DURING CONSTRUCTION. ANY DAMAGE AND SUBSEQUENT REPAIR TO THE

THE EXISTING SANITARY SEWER LINES IN THE FIELD AND PROTECTING THESE

APPROXIMATE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD VERIFYING

THE BEST AVAILABLE AS-BUILT INFORMATION AND SHOULD BE CONSIDERED

2. ALL SANITARY SEWER LINE LOCATIONS AND ELEVATIONS ARE BASED ON

FIELD CHANGES AS DIRECTED BY HARFORD COUNTY.

PLACEMENT OF STRUCTURES. CHANGES IN FIELD CONDITIONS MAY WARRANT

PURPOSES ONLY. SEE TABLES, PROFILES, AND CROSS SECTIONS FOR THE

1. STRUCTURE PLACEMENTS SHOWN ON PLANS ARE FOR VISUALIZATION

NOTES:

HEADCUT STABILIZATION

15

MATC

HLIN

E STA. 2

9+

50 SEE SHEET 14 OF 50

MATC

HLIN

E STA. 34+

50 SEE SHEET 16 OF 50

N

E 1503430

N 678750

N 679000

E 1503840

E 1503840

N 678750

MAINSTEM

Þ OF CONSTRUCTION

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DATE DRAWING NO.

SHEET OF

RE

V#

DA

TE

DE

SC

RIP

TIO

N

RE

VISIO

NS

50

(410) 662-7

400

Baltim

ore,

Maryla

nd 2

1202

4th Flo

or

509 S

outh E

xeter Street

1"= 20'

WJW

11-27-19

KRM/JBS

410-638-3545

BEL AIR

MA

RYLA

ND 210

143R

D

FLO

OR

212 S

OU

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BO

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WATE

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RING FACTO

RY ROAD

35+00

36+

00

37+00

38+00

39+00

40+00

+50

+50

+50

+50

+50

+50

LOT 84

PARCEL 0298

LIBER 1706 FOLIO 0086

423 RING FACTORY ROAD

LOT 64

PARCEL 0055

LIBER 1785 FOLIO 0750

1013 MAC PHAIL ROAD

LOT 65

PARCEL 0055

LIBER 1866 FOLIO 1050

1015 MAC PHAIL ROAD

LOT 66

PARCEL 0055

LIBER 1753 FOLIO 0399

1017 MAC PHAIL ROAD

LOT 80

PARCEL 0055

LIBER 4058 FOLIO 0742

1019 MAC PHAIL ROAD

LOT 81

PARCEL 0055

LIBER 1631 FOLIO 0827

1021 MAC PHAIL ROAD

LOT 82

PARCEL 0055

LIBER 1650 FOLIO 0503

1023 MAC PHAIL ROAD

LOT 85

PARCEL 0298

LIBER 2569 FOLIO 0417

421 RING FACTORY ROAD

LOT 87

PARCEL 0298

LIBER 1585 FOLIO 0167

902 MILLSTONE COURT

LOT 86

PARCEL 0298

LIBER 3155 FOLIO 0049

900 MILLSTONE COURT

LOT

PARCEL 0284

FOLIO 0297

LIBER 1323

LOT 63

PARCEL 0284

LIBER 1440 FOLIO 0468

975 RING FACTORY ROAD

REBAR & CAPTRAV PT#KCI 9006

REBAR & CAPTRAV PT#KCI 9910

REBAR & CAPTRAV PT#KCI 9004

SILTTOP OF

20" MAPLE

17" WALNUT

48" MAPLE

20" OAK

24" MAPLE

13" ASH19" POPLAR

21" ELM

27" BEECH

12"

18"

11"

36"

24"

12"12"

18"

36"

12"

24"

18"

12"

12"

18"

18"

15"

10"

24"

48"

15"

36" SYCAMORE

PINE

20.5" PINE

21.5" PINE

17.5" PINE

14" PINE

12" OAK

14.0" MAPLE

19.5" OAK

23" BEECH

STATIONWATER PUMP

STATIONWATER PUMP

RE

BA

R

&

CA

P

TR

AV

PT#

KCI 910

3

#9911

TR

AV

PT

TRAV PT#MA30

POPLAR

18" TWIN

WOOD18" IRON

OAK19" TWIN

WING WALLAT CONC.

15.5" POPLAR

24" 17" POPLAR

WING WALLAT CONC.

2",2' HIGH PVC PIPE

WING WALLAT CORNER OF

HEADWALLAT CONC.

13.5" CHERRY

204

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205

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7

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208

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209

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214

216

212

228

232

222

222

218

226

226

224

LEGEND

CLAY CHANNEL BLOCK

WOOD TOE

WOODY TOE BOULDER PROTECTION

TOE BOULDER PROTECTION

ROCK ROOT PACK

WETLAND BOUNDARY

EXISTING 100 YEAR FLOODPLAIN

PROPOSED 100 YEAR FLOODPLAIN

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

FLOODPLAIN ENHANCEMENT

25' WETLAND BUFFER

LIMIT OF DISTURBANCE

WATERS OF THE U.S.

TRIBUTARY CONFLUENCE STRUCTURE

RIFFLE HABITAT STRUCTURE

RIFFLE DIVERSITY STRUCTURE

#5002-B AND 9268 FOR SEWER LINE INFORMATION.

3. SEE HARFORD COUNTY WATER AND SEWER DEPARTMENT CONTRACTS

CONTRACTOR AT THE DISCRETION OF THE ENGINEER.

SANITARY SEWER FACILITIES WILL BE THE SOLE RESPONSIBILITY OF THE

DURING CONSTRUCTION. ANY DAMAGE AND SUBSEQUENT REPAIR TO THE

THE EXISTING SANITARY SEWER LINES IN THE FIELD AND PROTECTING THESE

APPROXIMATE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD VERIFYING

THE BEST AVAILABLE AS-BUILT INFORMATION AND SHOULD BE CONSIDERED

2. ALL SANITARY SEWER LINE LOCATIONS AND ELEVATIONS ARE BASED ON

FIELD CHANGES AS DIRECTED BY HARFORD COUNTY.

PLACEMENT OF STRUCTURES. CHANGES IN FIELD CONDITIONS MAY WARRANT

PURPOSES ONLY. SEE TABLES, PROFILES, AND CROSS SECTIONS FOR THE

1. STRUCTURE PLACEMENTS SHOWN ON PLANS ARE FOR VISUALIZATION

NOTES:

HEADCUT STABILIZATION

N

E 1504170

N 67

8720

E 1504170

N 67

9080

E 1504050

N 67

9080

TO PROTECT SEWER LINE DURING CONSTRUCTION.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR

EXISTING SEWER PIPE ENCASED IN CONCRETE

EXISTING WALL TO REMAIN

16

MATC

HLIN

E STA. 34+50 SEE SH

EET 15 OF 50

MATC

HLIN

E STA. 40+

00 SEE S

HEET 17 OF 50

MAINSTEM

Þ OF CONSTRUCTION

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DE

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N

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VISIO

NS

50

(410) 662-7

400

Baltim

ore,

Maryla

nd 2

1202

4th Flo

or

509 S

outh E

xeter Street

1"= 20'

WJW

11-27-19

KRM/JBS

410-638-3545

BEL AIR

MA

RYLA

ND 210

143R

D

FLO

OR

212 S

OU

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BO

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STR

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213

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2142

14

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214

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218

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228

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229

230

231

18" C

MP

40

+00

41+00

42+00

43+00

44+00

45

+00

+50

+50

+50

+50

+50

+50

LOT 89

PARCEL 0298

LIBER 2218 FOLIO 0359

906 MILLSTONE COURT

LOT 90

PARCEL 0298

LIBER 4941 FOLIO 0559

908 MILLSTONE COURT

LOT 82

PARCEL 0055

LIBER 1650 FOLIO 0503

1023 MAC PHAIL ROAD

LOT 83

PARCEL 0055

LIBER 3805 FOLIO 0107

1025 MAC PHAIL ROAD

LOT 91

PARCEL 0298

LIBER 1588 FOLIO 1099

910 MILLSTONE COURT

LOT

PARCEL 0057

LIBER 0992 FOLIO 0900

LOT

PARCEL 0227

LIBER 3919 FOLIO 0166

LO

T 88

PA

RC

EL 0298

LIB

ER 2801

FO

LIO 0304

904

MIL

LS

TO

NE

CO

UR

T

LOT 88

PARCEL 0298

LIBER 2801 FOLIO 0304

904 MILLSTONE COURT

REBAR & CAPTRAV PT#KCI 9003

REBAR & CAPTRAV PT#KCI 9002

16" POPLAR

22" POPLAR

27" BEECH

12" BEECH

20" POPLAR

24"

10"

15"

18"

11"

15"

15"

36"

18"

10"

12"

24"

18"

18"

15"

10"15"

10"

10"

18"

24" 15"

18"

18"

15"

36"

24"

10"

15"

24"

10"11"

12"

48"

24"

15"

36"

24"

20"

26" POPLAR

STATIONWATER PUMP

1' HIGH ELEC OUTLET

2",2 HIGH PVC PIPE

15"

10"

15"

30"

196

197

197

198

198

199

199

200

200

200

201

201

202

202

203

238

202

212

218

204

224

LEGEND

CLAY CHANNEL BLOCK

WOOD TOE

WOODY TOE BOULDER PROTECTION

TOE BOULDER PROTECTION

ROCK ROOT PACK

WETLAND BOUNDARY

EXISTING 100 YEAR FLOODPLAIN

PROPOSED 100 YEAR FLOODPLAIN

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

FLOODPLAIN ENHANCEMENT

25' WETLAND BUFFER

LIMIT OF DISTURBANCE

WATERS OF THE U.S.

TRIBUTARY CONFLUENCE STRUCTURE

RIFFLE HABITAT STRUCTURE

RIFFLE DIVERSITY STRUCTURE

#5002-B AND 9268 FOR SEWER LINE INFORMATION.

3. SEE HARFORD COUNTY WATER AND SEWER DEPARTMENT CONTRACTS

CONTRACTOR AT THE DISCRETION OF THE ENGINEER.

SANITARY SEWER FACILITIES WILL BE THE SOLE RESPONSIBILITY OF THE

DURING CONSTRUCTION. ANY DAMAGE AND SUBSEQUENT REPAIR TO THE

THE EXISTING SANITARY SEWER LINES IN THE FIELD AND PROTECTING THESE

APPROXIMATE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD VERIFYING

THE BEST AVAILABLE AS-BUILT INFORMATION AND SHOULD BE CONSIDERED

2. ALL SANITARY SEWER LINE LOCATIONS AND ELEVATIONS ARE BASED ON

FIELD CHANGES AS DIRECTED BY HARFORD COUNTY.

PLACEMENT OF STRUCTURES. CHANGES IN FIELD CONDITIONS MAY WARRANT

PURPOSES ONLY. SEE TABLES, PROFILES, AND CROSS SECTIONS FOR THE

1. STRUCTURE PLACEMENTS SHOWN ON PLANS ARE FOR VISUALIZATION

NOTES:

HEADCUT STABILIZATION

N

MA

CPH

AIL R

OA

D

E 1504460

N 678560

E 1504460 N 678870

E 1504820

N 678870

TO PROTECT SEWER LINE DURING CONSTRUCTION.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR

EXISTING SEWER PIPE ENCASED IN CONCRETE

17

MATCHLINE STA. 40+00 SEE SHEET 16 OF 50

MAINSTEM

Þ OF CONSTRUCTION

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