Rainbow Lake Improvement Plans 04-19-24.pdf

PDF 6 MB Posted Apr 30, 2024

Attached to: Rainbow Lake Parking Lot Construction
Solicitation number: BPM044025
Issued by: Frederick County, Elkridge CDP, Maryland

About this file

Written by GovTribe AI · May 7, 2024

This document contains the improvement plans for the Rainbow Lake Parking Lot construction project in Emmitsburg, Maryland. The Town of Emmitsburg is requesting sealed bids from qualified contractors for the construction of a 10-space parking lot at Rainbow Lake. The scope of work includes mobilization, maintenance of traffic, construction stakeout, sediment and erosion control, construction of the 10-space parking lot with a stormwater management bioretention facility, asphalt paving, site restoration, landscaping, and other related items. The bid packet provides more detailed information about the project requirements.

The improvement plans detail the site layout, grading, stormwater management, sediment and erosion control, and landscaping for the parking lot construction. The project is located along Hampton Valley Road in the Town of Emmitsburg, Frederick County, Maryland. The plans include a legend, notes, paving plan, and detailed engineering drawings to guide the construction activities.

View the file

Other files

File	Type	Posted
Rainbow Lake RFP_Bid Packet.pdf	PDF	Apr 30, 2024

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

SHEET INDEX

SHEET No. DESCRIPTION

1 COVERSHEET

2 LEGEND AND NOTES

3 PAVING PLAN

4 GRADING, SWM, SEDIMENT AND EROSION CONTROL PLAN

5 SWM FACILITY DETAILS AND LANDSCAPE PLAN

6 SWM NOTES AND DETAILS

7 SITE DETAILS

8 SEDIMENT & EROSION CONTROL NOTES AND DETAILS

9 SEDIMENT & EROSION CONTROL NOTES AND DETAILS

10 STORMWATER MANAGEMENT DRAINAGE AREA MAP

SIGNATURE OWNER / DEVELOPER DATE

OWNERS / DEVELOPERS CERTIFICATION

I/WE HEREBY CERTIFY THAT ANY CLEARING, GRADING, CONSTRUCTION AND/OR

DEVELOPMENT WILL BE DONE PURSUANT TO THIS PLAN AND THAT ANY RESPONSIBLE

PERSONNEL INVOLVED IN THE CONSTRUCTION PROJECT WILL HAVE A CERTIFICATE OF

ATTENDANCE AT A DEPARTMENT OF THE ENVIRONMENT APPROVED TRAINING PROGRAM

FOR THE CONTROL OF SEDIMENT AND EROSION BEFORE BEGINNING THE PROJECT. I/WE

ALSO CERTIFY THAT THE SITE WILL BE INSPECTED AT THE END OF EACH WORKING DAY,

AND THAT ANY NEEDED MAINTENANCE WILL BE COMPLETED SO AS TO ENSURE THAT ALL

SEDIMENT CONTROL PRACTICES ARE LEFT IN OPERATIONAL CONDITION. I/WE AUTHORIZE

THE RIGHT OF ENTRY FOR PERIODIC ONSITE EVALUATION BY THE FREDERICK COUNTY

SOIL CONSERVATION DISTRICT BOARD OF THEIR AUTHORIZED AGENTS.

PRINT NAME DATE

By:

Date:

PLAN IS VALID FOR TWO YEARS FROM DATE OF APPROVAL

FREDERICK COUNTY SOIL CONSERVATION DISTRICT

EROSION AND SEDIMENT CONTROL PLAN APPROVAL

SCD APPROVAL FOR SEDIMENT AND EROSION CONTROL IS IN ACCORDANCE WITH THE 2011

MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL AND

IS CONTINGENT UPON ISSUANCE OF ALL APPLICABLE REGULATORY PERMITS.

DISTRICT MANAGER OR DESIGNEE

Due Date :

A / P # : PW276146

File : SP2208

CDD - Dev. Review

FREDERICK COUNTY, MARYLAND

VICINITY MAP SCALE: 1" = 1000'TAX MAP 007 PARCEL 043

SITE

TAX ID. 05-174104

FIRE & RESCUE NOTES:

1. FIRE DEPARTMENT ACCESS ROADS SHALL BE ACCESSIBLE

DURING ALL TYPES OF WEATHER AND AT ALL TIMES.

2. FIRE DEPARTMENT ACCESS ROADS SHALL BE CAPABLE OF

SUPPORTING FIRE APPARATUS AT ALL TIMES AND BE A MINIMUM

OF 18 FEET WIDE.

3. FIRE DEPARTMENT ACCESS SHALL BE PROVIDED AND MAINTAINED

TO ALL STRUCTURES UNDERGOING CONSTRUCTION, ALTERATION

OR DEMOLITION.

4. THE ACCESS ROADWAYS SHALL PROVIDE A MINIMUM TURNING

RADIUS OF 40 TO 45 FEET.

5. STREETS AND FIRE HYDRANTS/WATER MAINS ARE REQUIRED TO

BE CONSTRUCTED AND IN SERVICE PRIOR TO THE START OF ANY

VERTICAL BUILDING CONSTRUCTION.

6. FIRE LANES/STREETS PROVIDING ACCESS TO THE BUILDINGS

WHILE UNDER CONSTRUCTION SHALL BE PROVIDED PRIOR TO

THE START OF VERTICAL CONSTRUCTION OF THE BUILDINGS

(NFPA 1, SECTION 16.1.4).

7. ON-SITE FIRE HYDRANTS SHALL BE INSTALLED AND IN SERVICE

PRIOR TO THE START OF VERTICAL CONSTRUCTION OF THE

BUILDINGS (NFPA 1, 16.4.3.1.3).

PROJECT DESCRIPTION

PROJECT INCLUDES CONSTRUCTION OF A PARKING LOT

AND ASSOCIATED STORMWATER MANAGEMENT FACILITY

SOILS HYDRAULIC SOILS GROUP

BdB Bagtown cobbly loam, 15 to 25 percent slopes, rubbly C UdC Udorthents, smooth, 8 to 15 percent slopes C WeE Weverton-Hazel complex, 25 to 45 percent slopes, very stony B

SHEET OF

23-31990 D - 3607

DECEMBER 2023

JHCCHECKED BY:

DRAWN BY:

DATE:

DRAWING NO.

PROJECT NO.

CJC

PREPARED BY

FAX:

PHONE: (301)695-0880

(301)293-6009

SUITE 'G'

82 WORMANS MILL COURT

FREDERICK, MD. 21701

FAX:

or (301)416-7250

(301)733-1853

981 MT. AETNA ROAD

HAGERSTOWN, MD. 21740

PHONE: (301)733-8503

ENGINEERS SURVEYORS PLANNERS

FOX & ASSOCIATES, INC.

WWW.FOXASSOCIATESINC.COM Email: FOXFREDERICK@FOXASSOCIATESINC.COM DATE REVISIONLICENSE No.: EXP. DATE:

I HEREBY CERTIFY THAT THESE DOCUMENTS

WERE PREPARED OR APPROVED BY ME, AND THAT

I AM A DULY LICENSED PROFESSIONAL ENGINEER

UNDER THE LAWS OF THE STATE OF MARYLAND.

IMPROVEMENT PLANS

TOWN OF EMMITSBURG

RAINBOW LAKE PARKING LOT

OWNER / DEVELOPER

TOWN OF EMMITSBURG, MARYLAND

300A SOUTH SETON AVE.

EMMITSBURG, MD 21727

CRYSTAL FOUNTAIN ROAD

HAMPTON

VALLEY

ROAD

RAINBOW

LAKE

THERE IS NO 100 YEAR FLOODPLAIN WITHIN THE

PROJECT LIMITS AS DETERMINED PER FEMA FLOOD

INSURANCE RATE MAP NO. 24021C-0034E, DATED

AUGUST 1, 2023.

THERE ARE NO WETLANDS ON SITE PER THE NATIONAL

WETLANDS INVENTORY MAP FREDERICK, MARYLAND

QUADRANGLE.

17 1,272

25,993 0.62

ENGINEER'S DESIGN CERTIFICATION

I HEREBY CERTIFY THIS PLAN FOR SOIL EROSION AND SEDIMENT CONTROL HAS BEEN

DESIGNED IN ACCORDANCE WITH LOCAL ORDINANCES, COMAR 26.17.01 AND THE 2011

MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL.

IF APPLICABLE, THIS PLAN IS ALSO DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS

CONTAINED WITHIN USDA, NRCS "STANDARDS AND SPECIFICATIONS FOR PONDS MD-378"

AND THE POLICIES AND PROCEDURES OF THE MARYLAND DEPARTMENT OF THE

ENVIRONMENT DAM SAFETY PROGRAM.

30709

ENGINEERS SIGNATURE P.E. NO.

JOSEPH H. CECI

PRINT NAME DATE

ENGINEER"S SIGNATURE P.E. NO.

DISTURBED AREA QUANTITY

I HEREBY CERTIFY THAT THE ESTIMATED TOTAL AMOUNT OF AREA TO BE

DISTURBED SHOWN ON THESE PLANS HAS BEEN COMPUTED TO BE

C.Y. OF EXCAVATION, C.Y. OF FILL AND

THE TOTAL AREA TO BE DISTURBED ON THESE PLANS HAS BEEN

DETERMINED TO BE SQ. FT. OR ACRES.

* THESE QUANTITIES ARE APPROXIMATE AND SHALL NOT BE USED BY THE

CONTRACTOR FOR BIDDING PURPOSES.

JOSEPH H. CECI, P.E.

PRINT NAME DATE

JOSEPH H. CECI 04/12/24

04/12/24

30709

04/12/24

BID SET 04/25/2024

H C a rl so n

P ro je ct s\ \3

E m m it sb ur g

R a in bo w L a ke

P a rk in g\

W D -0

dw g, /1 /2

M jc ec i, 1:

HAMPTON VALLEY RD

(501)

(500)

(502)

HAMPTON VALLEY RD

SIGHT DISTANCE = 190'

SIGHT DISTANCE = 448'

GENERAL NOTES

1. OWNER: TOWN OF EMMITSBURG MARYLAND

300A SOUTH SETON AVE

EMMITSBURG, MD 21727

2. TOPOGRAPHY: THE TOPOGRAPHIC SURVEY IS FIELD RUN BY FOX & ASSOCIATES,

INC. DATED JUNE 2023. VERTICAL DATUM IS BASED ON NAVD88. HORIZONTAL

DATUM IS BASED ON MARYLAND STATE PLANE COORDINATE SYSTEM NAD 83/91.

3. FLOODPLAIN: THE 100 YEAR FLOODPLAIN IS SHOWN PER THE FREDERICK COUNTY,

MARYLAND FLOOD INSURANCE RATE MAP COMMUNITY PANEL #24021C0034E.

EFFECTIVE DATE AUGUST 1. 2023.

4. WETLANDS: THERE ARE NO WETLANDS ON THE PROJECT SITE PER THE NATIONAL

WETLAND INVENTORY MAP.

5. SUBSURFACE: FOX & ASSOCIATES, INC. HAS PERFORMED NO SUBSURFACE

INVESTIGATION TO DETERMINE LOCATIONS OF ROCK, SOIL TYPES, WATER TABLE,

UTILITIES, ETC.

6. ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE IN STRICT ACCORDANCE

WITH THE TOWN OF EMMITSBURG, AND THE MDOT SHA 2023 STANDARD

SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS.

7. CONTRACTOR SHALL NOTIFY MISS UTILITY AT 1-800-257-7777, FREDERICK COUNTY

ENVIRONMENTAL COMPLIANCE SECTION (301-600-3507), TOWN OF EMMITSBURG

DPW AT (301) 600-6300, AND MDOT SHA DISTRICT 7 (301) 624-8225, SEVENTY-TWO (72)

HOURS PRIOR TO START OF CONSTRUCTION.

8. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS BEFORE BEGINNING

CONSTRUCTION.

9. ALL CONSTRUCTION STATIONING IS APPROXIMATE AND MAY BE ADJUSTED IN

ORDER TO MEET FIELD CONDITIONS. CONTACT THE TOWN OF EMMITSBURG

INSPECTOR, FOX & ASSOCIATES, INC. AT 301-695-0880.

10. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE UTILIZATION OF MEN,

MATERIALS, EQUIPMENT OR SAFETY MEASURES IN THE PERFORMANCE OF ANY

WORK ON THIS PROJECT. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY AND

LIABILITY FOR PERFORMING THE WORK CORRECTLY AND IN CONFORMANCE WITH

ALL APPLICABLE CODES AND REGULATIONS.

11. ALL MATERIALS EXCAVATED WHICH ARE UNSUITABLE FOR BACKFILL SHALL BE

DISPOSED OF AT AN APPROVED LOCATION THAT HAS AN ACTIVE PERMIT FOR

DISPOSAL OF EACH CATEGORY OF MATERIAL BEING DISPOSED OF.

12. PLACEMENT OF ANY CONCRETE WORK SUCH AS

CURB/GUTTER/SIDEWALKS/DRIVEWAY APRONS/ETC. SHALL BE COMMENCED ONLY

AFTER THE RELOCATIONS AND/OR INSTALLATION OF ALL UTILITIES INCLUDING GAS

LINES/ELECTRICAL LINES/ STREET LIGHTING CONDUITS/CONDUITS/TELEVISION

CABLE/WATER AND SEWER LINES/ETC. ARE IN PLACE.

13. JOB SITE SAFETY SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

14. ANY BLASTING REQUIRED FOR SITE CONSTRUCTION SHALL REQUIRE THE

CONTRACTOR TO OBTAIN PROPER PERMITS AND PERFORM BLASTING OPERATIONS

IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS.

15. SOILS INFORMATION TAKEN FROM "SOILS SURVEY OF FREDERICK COUNTY", 2023

EDITION.

16. INFORMATION CONCERNING UNDERGROUND UTILITIES ARE SHOWN FROM BEST

AVAILABLE RECORDS. THE CONTRACTOR SHALL TEST PIT IN THE AREA OF KNOWN

UTILITIES TO VERIFY SIZE, ELEVATION, LOCATION AND TYPE PRIOR TO PERFORMING

ANY WORK. ANY UTILITY, WHETHER SHOWN OR NOT, THAT IS DAMAGED BY THE

CONTRACTOR SHALL BE REPAIRED IMMEDIATELY AT NO EXPENSE TO THE OWNER.

SHOULD THE CONTRACTOR DISCOVER DISCREPANCIES BETWEEN THE PLANS AND

FIELD CONDITIONS, THE OWNER IS TO BE NOTIFIED IMMEDIATELY. SHOULD THE

CONTRACTOR MAKE FIELD CORRECTIONS OR ADJUSTMENTS WITHOUT THE

AUTHORIZATION OF THE OWNER, THEN THE CONTRACTOR ASSUMES THE

RESPONSIBILITY FOR SAID CORRECTIONS OR ADJUSTMENTS.

17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING SILT AND DEBRIS OUT OF

THE STORM DRAINAGE SYSTEM FOR THE DURATION OF THE CONTRACT.

18. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF TRAFFIC ON EXISTING

ROADWAYS IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL

DEVICES (MUTCD) AND AS NOTED IN SECTION 104, THE TEMPORARY TRAFFIC

CONTROL SECTION, OF THE MARYLAND STATE HIGHWAY ADMINISTRATION'S BOOK

OF STANDARDS, LATEST EDITIONS.

19. ALL BENCHMARKS SHALL BE MAINTAINED FOR THE DURATION OF THE

CONSTRUCTION UNTIL TOWN HAS GRANTED FINAL APPROVAL TO THE PROJECT.

20. CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING DUST, DIRT, DEBRIS AND

MUD FROM ENTERING ALL ROADWAYS. IF DUST, DIRT, DEBRIS AND MUD HAPPEN TO

OVERRIDE PREVENTION MEASURES AND ENTER THE ROADWAY, THE CONTRACTOR

SHALL BE REQUIRED TO CLEAN THE ROADWAY AS SOON AS POSSIBLE, AT HIS/HER

EXPENSE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ELIMINATION OF

DUST IN THE AIR BY THE REQUIRED WATERING OF THE GROUND AS NEEDED.

21. THE CONTRACTOR SHALL NOT (1) STAGE WORK, (2) STORE MATERIALS OR (3)

PERMIT PARKING OF EQUIPMENT AND/OR CONSTRUCTION-RELATED VEHICLES IN

THE PUBLIC RIGHTS-OF-WAY OR PUBLICLY-OWNED PROPERTY WITHOUT PRIOR

APPROVAL OF THE TOWN OF EMMITSBURG. WHERE PRACTICAL AND TO THE

DEGREE POSSIBLE, THE ENGINEER SHALL DESIGNATE ON THESE PLANS

APPROPRIATE SPACE THAT CAN BE UTILIZED FOR THE ABOVE PURPOSES. IT IS THE

CONTRACTOR'S ULTIMATE RESPONSIBILITY TO ENSURE THAT PROPER AND

APPROPRIATE AREAS ARE SECURED FOR THESE USES FOR THE DURATION OF THE

PROJECT.

22. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS RELATED TO TEMPORARY AND

PERMANENT TRAFFIC CONTROL (PAVEMENT MARKINGS, SIGNAGE, SIGNALIZATION,

TRAFFIC BARRIERS, FLAGGERS, ETC.).

23. THE SITE SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF THE MARYLAND

ACCESSIBILITY CODE (MAC), THE AMERICAN DISABILITIES ACT 2010 (ADA), AND

ANSI A117.1. IF THERE ARE CONFLICTING REQUIREMENTS, THE MOST STRINGENT

SHALL APPLY.

24. IF ROAD OR ANY PART OF ROAD IS TO BE CLOSED, A DETAILED DETOUR AND/OR

CLOSURE PLAN SHALL BE SUBMITTED TO FREDERICK COUNTY, FOR APPROVAL.

25. ALL CONTRACTORS MUST COMPLY WITH ALL APPLICABLE TOWN, STATE AND

FEDERAL LABOR AND INDUSTRY REGULATIONS TO INCLUDE TOWN SAFETY &

HEALTH POLICY, MOSHA, OSHA, ETC.

26. THESE DRAWINGS REPRESENT THE FINISHED PRODUCT, THEY DO NOT INDICATE

THE METHOD OF CONSTRUCTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE

FOR, AND HAVE CONTROL OVER, CONSTRUCTION MEANS, METHODS, TECHNIQUES,

SEQUENCES AND PROCEDURES AS WELL AS ANY ASSOCIATED SAFETY

PRECAUTIONS AND PROGRAMS, AND ALL INCIDENTAL OR TEMPORARY DEVICES

REQUIRED TO CONSTRUCT THE PROJECT. CONTRACTOR SHALL BE RESPONSIBLE

FOR COORDINATING ALL PORTIONS OF THE WORK.

27. STORMWATER MANAGEMENT FOR THIS SITE WILL BE IN ACCORDANCE WITH THE

MARYLAND 2007 STORMWATER MANAGEMENT ACT AND THE FREDERICK STORMWATER

MANAGEMENT ORDINANCE. RE

CHECKED BY:

DRAWN BY:

DATE:

DRAWING NO.

PROJECT NO.

SHEET OF

SCALE:

R S

S U

S P

S, I N

W W

W .F

N C

.C O

Em ai l:

O C

C .C

O M

N E:

-8

A G

O W

N , M

D . 2

M T.

N A

R O

A D

-1 o r (

K , M

D . 2

O R

M A

N S

L C

O U

R T

E 'G

' (3

-6

O N

-0

I HEREBY CERTIFY THAT THESE DOCUMENTS

WERE PREPARED OR APPROVED BY ME, AND THAT

I AM A DULY LICENSED PROFESSIONAL ENGINEER

UNDER THE LAWS OF THE STATE OF MARYLAND.

PROFESSIONAL CERTIFICATION

LICENSE No.: EXP. DATE:

PROPOSED STORM DRAIN

PROPOSED WATERLINE

PROPOSED FIRE HYDRANT

SOILS LINE

CITY/COUNTY CORPORATE LIMITS

PROP. CONTOUR (10' INTERVAL)

PROP. CONTOUR (2' INTERVAL)

EX. CONTOUR (10' INTERVAL)

EX. CONTOUR (2' INTERVAL)658

LEGEND

BENCHMARK - HORIZONTAL

FULL DEPTH ASPHALT PAVEMENT

TRENCH REPAIR & OVERLAY

EXISTING GUARD RAIL

EXIST. WATER

PROP. GAS

PROP, SEWER

EXIST. SEWER

RIGHT-OF-WAY LINE

TEST PIT

STATION / CENTERLINE

GAS GAS GAS

& VERTICAL CONTROL POINTSTREAM

EXIST. BUILDING

TREE LINE

EXIST UTILITY POLE

EXIST. SIGNS

SINGLE TREE

CURB & GUTTER

PROPERTY LINE

SILT FENCE

SUPER SILT FENCE

INLET PROTECTION

SSF

ABBREVIATIONS

EXIST. EASEMENT

PROP. EASEMENT

LIMITS OF DISTURBANCE

/// /// /// DEMOLITION LINE

COMPOST FILTER LOGFL-12

LOD LOD

UGE UGE UGE

UGFO UGFO

UNDERGROUND ELECTRIC

UNDERCROUND FIBER OPTIC

OWNER / DEVELOPER

TOWN OF EMMITSBURG, MARYLAND

300A SOUTH SETON AVE.

EMMITSBURG, MD 21727 2 10

AS NOTED

23-31990 D - 3607

DECEMBER 2023

CJC

JHC

N O

R G

Y R

N D

No . 5

K C

Y , M

By:

Date:

PLAN IS VALID FOR TWO YEARS FROM DATE OF APPROVAL

FREDERICK COUNTY SOIL CONSERVATION DISTRICT

EROSION AND SEDIMENT CONTROL PLAN APPROVAL

SCD APPROVAL FOR SEDIMENT AND EROSION CONTROL IS IN ACCORDANCE WITH THE 2011

MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL AND

IS CONTINGENT UPON ISSUANCE OF ALL APPLICABLE REGULATORY PERMITS.

DISTRICT MANAGER OR DESIGNEE

GAS GAS GAS EXIST. GAS

OHE OHE OHE OVERHEAD ELECTRIC

WATER VALVELEGEND

BENCHMARKS

PT. NO. DESCRIPTION COORDINATES ELEVATION

500 REBAR & CAP N:739272.3807 E:1203148.0903 869.87

501 MAG NAIL N:739225.4552 E:1203038.2298 868.50

502 NAIL N:739134.3294 E:1203110.2839 859.36

100-YR FLOODPLAIN

100-YR FLOODWAY

SIGHT DISTANCE

BID SET 04/25/2024

H C a rl so n

P ro je ct s\ \3

E m m it sb ur g

R a in bo w L a ke

P a rk in g\

W D -0

dw g, /1 /2

M jc ec i, RAINBOW LAKE

EX. SIGN TO BE

REMOVED &

RELOCATED

EX. SIGN

REMOVE & RESET TO

MATCH NEW GRADE

REMOVE EX. WIRE FENCE

AND POSTSS.C

.E.

(B) (A)

ACCESSIBLE SIGN W/

VAN ACCESSIBLE (TYP.)

CONC. WHEEL

STOP (TYP.)

10'

28'

18'

3'R

10'R

3'R

10'R

68'R

40'R

68'R

10'R 10 'R

52'R

5' R

24" WHITE

PAINTED STOP

BAR (TYP.)

STOP SIGN R1-1 W/

DO NOT ENTER R5-1

STOP SIGN

R1-1 W/ RIGHT

TURN ONLY

EX. TREE TO BE REMOVED

CONC. CURB

AND GUTTER

REMOVE ±94LF EX.

CHAIN LINK FENCE

FROM FIRST FENCE

POST

ONE WAY

R6-1R (R)

RELOCATED

RAINBOW LAKE SIGN

12'x8' CONC.

DUMPSTER PAD

SEE DETAIL

NOSE DOWN

CURB

NOSE DOWN

CURB

24'

4" WHITE PAINTED

PARKING LINE

(TYP.)

EX. SIGN TO BE

REMOVED & RELOCATED

PROP. 5FT. CHAIN LINK

FENCE W/ 6 FT.

OPENING ±98 LF (TYP.)

RELOCATED RULES OF

THE TRAIL SIGN

NO PARKING SIGN

R7-1(I)

NO PARKING SIGN

R7-1(I)

NOSE DOWN

CURB (TYP.)

CHECKED BY:

DRAWN BY:

DATE:

DRAWING NO.

PROJECT NO.

SHEET OF

SCALE:

R S

S U

S P

S, I N

W W

W .F

N C

.C l:

O C

C .C

O M

N E:

-8

A G

O W

N , M

D . 2

M T.

N A

R O

A D

-1

K , M

D . 2

O R

M A

N S

L C

O U

R T

E 'G

' (3

-6

O N

-0

I HEREBY CERTIFY THAT THESE DOCUMENTS

WERE PREPARED OR APPROVED BY ME, AND THAT

I AM A DULY LICENSED PROFESSIONAL ENGINEER

UNDER THE LAWS OF THE STATE OF MARYLAND.

PROFESSIONAL CERTIFICATION

LICENSE No.: EXP. DATE:

OWNER / DEVELOPER

TOWN OF EMMITSBURG, MARYLAND

300A SOUTH SETON AVE.

EMMITSBURG, MD 21727 3 10

1" = 20'

23-31990 D - 3607

DECEMBER 2023

CJC

JHC

N O

R G

Y R

N D

No . 5

K C

Y , M

COMBINATION CURB AND GUTTER

NOTES:

1. CONCRETE SHALL BE MSHA MIX NO. 3.

2. CONCRETE SHALL BE SPRAYED WITH LIQUID

CURING COMPOUND AS SOON AS FREE

WATER HAS DISAPPEARED FROM THE

SURFACE. CURING COMPOUND REQUIRED AS

PER SPECIFICATION 32-16-13

3. FORMS SHALL BE STEEL FORMS WITH THE

EXCEPTION OF APPROVED FLEXIBLE FORMS

FOR RADIAL FORMATION.

4. ALL CURB SHALL BE A MINIMUM OF 5' IN

LENGTH.

5. IF HAND FORMED USE MAGNESIUM OR WOOD

TROWEL WITH BRUSHED FINISH. IF CURB IS

EXTRUDED BRUSH FINISH.

N.T.S.

6"12" 18"

1/2"

1/4": 1'R = 3/8" R = 1"

R = 3/8"

4" MINIMUM GAB

8" 6"

1/4":1'

6" MIN. GAB EXTENDED

BEYOND BACK OF CURB

BENCHMARKS

(501)

(500)

(502)

MAG NAIL N:739225.4552 E:1203038.2298

REBAR & CAP N:739272.3807 E:1203148.0903

EX. NAIL N:739134.3294 E:1203110.2839

SIGNS

(B)

(A)

NO PARKING SIGN IN ACCESS AISLE R8-1(2)

VAN ACCESSIBLE PARKING SIGN R7-8, R7-8A, R7-8(2), R8-1(2)

NOTE:

CONTRACTOR TO VERIFY IF SIGN POST CAN

BE REUSED. IF REPLACEMENT IS REQUIRED

SEE DETAIL ON SHEET 7.

BID SET 04/25/2024

H C a rl so n

P ro je ct s\ \3

E m m it sb ur g

R a in bo w L a ke

P a rk in g\

W D -0

dw g, /1 /2

:4 :0

M jc ec i, TURKEY CREEK

Ud C

Bd D

U dC

UdC

WeE

BdD

LOD

LODLODLODLODLODLODLODLODLODLOD

LOD

SSF SSF SSF SSF SSF

SSF

SSF SSF SSF

SSF

8 L.F. CL I

RIP-RAP

d50 = 9.5"

DEPTH = 19"

WIDTH = 9.5'

UNDERLINE

W/ TYPE 'SE'

FILTER FABRIC

6" PERFORATED PVC.

UNDERDRAIN (TYP.)

CLEANOUT (TYP.)

OBSERVATION WELL

LINE EMBANKMENT W/ SOD

LINE SWALE W/ CURLEX

MATTING OR EQ. (TYP.)

LINE SLOPE W/

CURLEX I MATTING

OR EQ. (TYP.)

LINE SWALE W/ LANDLOK TRM 450

MATTING OR EQ. (TYP.)

SF SF SF SF SF SF

TEMPORARY TOPSOIL

STOCKPILE

MAX. HT. = 20FT

EX. 100 YEAR

FLOOD PLAIN

FLOODWAY

15" HDPE

S.C .E.

STABILIZED

CONSTRUCTION

ENTRANCE

SIP (TYP.)

EX. TOE OF SLOPE

60" HT. CHAIN LINK FENCE

5FT. GATE

CHECKED BY:

DRAWN BY:

DATE:

DRAWING NO.

PROJECT NO.

SHEET OF

SCALE:

R S

S U

S P

S, I N

W W

W .F

N C

.C l:

O C

C .C

O M

N E:

-8

A G

O W

N , M

D . 2

M T.

N A

R O

A D

-1

K , M

D . 2

O R

M A

N S

L C

O U

R T

E 'G

' (3

-6

O N

-0

I HEREBY CERTIFY THAT THESE DOCUMENTS

WERE PREPARED OR APPROVED BY ME, AND THAT

I AM A DULY LICENSED PROFESSIONAL ENGINEER

UNDER THE LAWS OF THE STATE OF MARYLAND.

PROFESSIONAL CERTIFICATION

LICENSE No.: EXP. DATE:

OWNER / DEVELOPER

TOWN OF EMMITSBURG, MARYLAND

300A SOUTH SETON AVE.

EMMITSBURG, MD 21727 4 10

1" = 20'

23-31990 D - 3607

DECEMBER 2023

CJC

JHC

G, S W

M, S

L P

N O

R G

Y R

N D

No . 5

K C

Y , M

By:

Date:

PLAN IS VALID FOR TWO YEARS FROM DATE OF APPROVAL

FREDERICK COUNTY SOIL CONSERVATION DISTRICT

EROSION AND SEDIMENT CONTROL PLAN APPROVAL

SCD APPROVAL FOR SEDIMENT AND EROSION CONTROL IS IN ACCORDANCE WITH THE 2011

MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL AND

IS CONTINGENT UPON ISSUANCE OF ALL APPLICABLE REGULATORY PERMITS.

DISTRICT MANAGER OR DESIGNEESOILS HYDRAULIC SOILS GROUP

BdB Bagtown cobbly loam, 15 to 25 percent slopes, rubbly C UdC Udorthents, smooth, 8 to 15 percent slopes C WeE Weverton-Hazel complex, 25 to 45 percent slopes, very stony B

ENGINEER'S DESIGN CERTIFICATION

I HEREBY CERTIFY THIS PLAN FOR SOIL EROSION AND SEDIMENT CONTROL HAS BEEN

DESIGNED IN ACCORDANCE WITH LOCAL ORDINANCES, COMAR 26.17.01 AND THE 2011

MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL.

IF APPLICABLE, THIS PLAN IS ALSO DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS

CONTAINED WITHIN USDA, NRCS "STANDARDS AND SPECIFICATIONS FOR PONDS MD-378"

AND THE POLICIES AND PROCEDURES OF THE MARYLAND DEPARTMENT OF THE

ENVIRONMENT DAM SAFETY PROGRAM.

30709

ENGINEERS SIGNATURE P.E. NO.

JOSEPH H. CECI

PRINT NAME DATE

4/12/24

LANDLOK TRM 450

CURLEX MATTING

BID SET

04/25/2024

H C a rl so n

P ro je ct s\ \3

E m m it sb ur g

R a in bo w L a ke

P a rk in g\

W D -0

dw g, /1 /2

M jc ec i, 0+00 0+30 0+60 0+90 1+20 1+50

S.W.M. SECTION A - A

22 L.F. 15" HDPEP

TYPE ' S ' @ 3.28%

W R

T G

R A

HAMPTON VALLEY RD

RAINBOW LAKE

LOD

LODLODLODLODLODLODLODLODLODLOD

LOD

3 SA

3 IV

5 CS

LINE EMBANKMENT

WITH SOD

HARDWOOD

MULCH

EX. TOE OF SLOPE

4 IG

2 IG

6 JP

3 CA

CHECKED BY:

DRAWN BY:

DATE:

DRAWING NO.

PROJECT NO.

SHEET OF

SCALE:

R S

S U

S P

S, I N

W W

W .F

N C

.C l:

O C

C .C

O M

N E:

-8

A G

O W

N , M

D . 2

M T.

N A

R O

A D

-1

K , M

D . 2

O R

M A

N S

L C

O U

R T

E 'G

' (3

-6

O N

-0

I HEREBY CERTIFY THAT THESE DOCUMENTS

WERE PREPARED OR APPROVED BY ME, AND THAT

I AM A DULY LICENSED PROFESSIONAL ENGINEER

UNDER THE LAWS OF THE STATE OF MARYLAND.

PROFESSIONAL CERTIFICATION

LICENSE No.: EXP. DATE:

OWNER / DEVELOPER

TOWN OF EMMITSBURG, MARYLAND

300A SOUTH SETON AVE.

EMMITSBURG, MD 21727 5 10

1" = 20'

23-31990 D - 3607

DECEMBER 2023

CJC

JHC

LIT

ILS

N O

R G

Y R

N D

No . 5

K C

Y , M

By:

Date:

PLAN IS VALID FOR TWO YEARS FROM DATE OF APPROVAL

FREDERICK COUNTY SOIL CONSERVATION DISTRICT

EROSION AND SEDIMENT CONTROL PLAN APPROVAL

SCD APPROVAL FOR SEDIMENT AND EROSION CONTROL IS IN ACCORDANCE WITH THE 2011

MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL AND

IS CONTINGENT UPON ISSUANCE OF ALL APPLICABLE REGULATORY PERMITS.

DISTRICT MANAGER OR DESIGNEE

OBSERVATION WELL WITH

REMOVABLE WATERTIGHT

CAP 6" ABOVE GRADE

6" PVC SOLID

PIPE ABOVE

STONE LAYERS

6" PERFORATED PVC

18"x18"x1/2" STEEL PLATE OR

TYPE 1, GRADE 1 PVC PLATE

6" PVC TYPE 1,

GRADE 1 FLANGE

OBSERVATION WELL DETAIL

NOT TO SCALE

NOTES:

1. ALL PVC TO BE SCHEDULE 40. PERFORATIONS SHALL BE 3/8" DIA.

@ 4" O/C 90° ALL AROUND PIPE.

2. INSTALL REMOVABLE WATERTIGHT PVC CAP ON TOP OF 6" PVC.

3. BOTTOM EXCAVATION IS TO BE IN NATURAL UNCOMPACTED

EARTH.

4. THREE HOLES SHOULD BE DRILLED INTO THE BOTTOM PLATE TO

ALLOW WATER TO DRAIN FROM THE OBSERVATION WELL.

5. REFER TO BMP PROFILE FOR SPECIFIC STONE AND PLANTING

MEDIA DEPTHS AND ELEVATIONS.

6. PVC PIPE SHALL BE ATTACHED TO THE FLANGE WITH SOLVENT

CEMENT PER THE MANUFACTURER'S SPECIFICATIONS.

SIZE LENGTHTYPE CLASS

PIPE SCHEDULE

6" 49 L.F.PERF. PVC SCH. 40

HDPEP15" 22 L.F.TYPE 'S'

QUANTITIES ARE APPROXIMATE AND SHALL NOT BE

USED BY THE CONTRACTOR FOR BIDDING

STRUCTURE SCHEDULE

1 15" ALCMP END SECTION N 739292.86 E 1203144.12 INV. = 857.00 MSHA STD. MD - 370.01

2 N 739276.25 E 1203158.61 GRATE = 861.67 MSHA STD. MD - 374.06TYPE 'WR' INLET

8" PONDING

MAXIMUM

WQv

NOTES:

1. ALL DRAINAGE AREAS TO A BIORETENTION FACILITY ARE TO BE

STABILIZED PRIOR TO INSTALLATION OF AMENDED SOILS, MULCH

OR PLANTINGS.

2. UNDERDRAIN CLEANOUTS SHOULD EXTEND A MIN. OF 6" ABOVE TOP

SURFACE OF MULCH LAYER. CLEANOUTS MAY BE FLUSH WITH TOP

OF SURFACE TO ALLOW DRAWDOWN.

TYPICAL BIORETENTION #1 CROSS - SECTION

NOT TO SCALE

6" DIAMETER PERFORATED

PVC UNDERDRAIN PIPE.

INV. = 609.75

3" HARDWOOD

MULCH LAYER

VARIES

BIORETENTION PLANTING SOIL

HARDWOOD MULCH

NO. 57 OR NO. 6 AGGREGATE (38"-3

4")

NO.8 PEA GRAVEL DIAPHRAGM

24"

4" 12"

LINE INTERIOR SIDE

SLOPES WITH SOD

SEE LANDSCAPE PLAN FOR

PLANTING SCHEDULE

OBSERVATION WELL

SOLID WALL

PVC

1'x1'x6" CONC. PAD

(POURED IN PLACE)

861.00 860.75

858.75 858.42

857.42

861.67

857.92

SHRUB PLANTING DETAIL

LANDSCAPE NOTES

LANDSCAPE PLAN

SCALE: 1"=20'

TREE PLANTING DETAIL

ENGINEER'S DESIGN CERTIFICATION

I HEREBY CERTIFY THIS PLAN FOR SOIL EROSION AND SEDIMENT CONTROL HAS BEEN

DESIGNED IN ACCORDANCE WITH LOCAL ORDINANCES, COMAR 26.17.01 AND THE 2011

MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL.

IF APPLICABLE, THIS PLAN IS ALSO DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS

CONTAINED WITHIN USDA, NRCS "STANDARDS AND SPECIFICATIONS FOR PONDS MD-378"

AND THE POLICIES AND PROCEDURES OF THE MARYLAND DEPARTMENT OF THE

ENVIRONMENT DAM SAFETY PROGRAM.

30709

ENGINEERS SIGNATURE P.E. NO.

JOSEPH H. CECI

PRINT NAME DATE

4/12/24

BID SET 04/25/2024

H C a rl so n

P ro je ct s\ \3

E m m it sb ur g

R a in bo w L a ke

P a rk in g\

W D -0

dw g, /1 /2

M jc ec i, RE

CHECKED BY:

DRAWN BY:

DATE:

DRAWING NO.

PROJECT NO.

SHEET OF

SCALE:

R S

S U

S P

S, I N

W W

W .F

N C

.C l:

O C

C .C

O M

N E:

-8

A G

O W

N , M

D . 2

M T.

N A

R O

A D

-1

K , M

D . 2

O R

M A

N S

L C

O U

R T

E 'G

' (3

-6

O N

-0

I HEREBY CERTIFY THAT THESE DOCUMENTS

WERE PREPARED OR APPROVED BY ME, AND THAT

I AM A DULY LICENSED PROFESSIONAL ENGINEER

UNDER THE LAWS OF THE STATE OF MARYLAND.

PROFESSIONAL CERTIFICATION

LICENSE No.: EXP. DATE:

OWNER / DEVELOPER

TOWN OF EMMITSBURG, MARYLAND

300A SOUTH SETON AVE.

EMMITSBURG, MD 21727 6 10

AS NOTED

23-31990 D - 3607

DECEMBER 2023

CJC

JHC

N O

R G

Y R

N D

No . 5

K C

Y , M

TABLE B.4.1 MATERIAL SPECIFICATIONS FOR MICRO-BIORETENTION, RAIN GARDENS & LANDSCAPE INFILTRATION

MATERIAL SPECIFICATION SIZE NOTES

PLANTINGS SEE APPENDIX A, TABLE A.4 N/A PLANTINGS ARE SITE SPECIFIC

PLANTING SOIL

[2'-4' DEEP]

LOAMY SAND (60-65%) &

COMPOST (35-40%)

SANDY LOAM (30%)

COARSE SAND (30%)

COMPOST (40%)

N/A USDA SOIL TYPES LOAMY SAND OR SANDY LOAM; CLAY CONTENT <5%

ORGANIC CONTENT MIN. 10% BY DRY WEIGHT (ASTM

D2974)

MULCH SHREDDED HARDWOOD AGED 6 MONTHS, MINIMUM, NO PINE OR WOOD CHIPS

PEA GRAVEL

DIAPHRAGM

PEA GRAVEL: (ASTM D-448) NO. 8 OR NO. 9

(1/8" TO 3/8")

CURTAIN DRAIN ORNAMENTAL STONE: WASHED

COBBLES

STONE: 2” TO 5”

GEOTEXTILE N/A PE TYPE I NONWOVEN

GRAVEL

(UNDERDRAINS AND

INFILTRATION

BERMS)

AASHTO M-43 NO. 57 OR NO. 6

AGGREGATE

(38"-3 4")

UNDERDRAIN PIPING F758, TYPE PS 28 OR AASHTO

M-278

4" TO 6" RIGID

SCHEDULE 40

PVC OR SDR-35

SLOTTED OR PERFORATED PIPE; 38" PERF. @6" ON CENTER, 4 HOLES PER ROW; MINIMUM

3" OF GRAVEL OVER PIPES; NOT NECESSARY UNDERNEATH PIPES. PERFORATED PIPE

SHALL BE WRAPPED WITH 14" GALVANIZED HARDWARE CLOTH.

POURED IN PLACE

CONCRETE (IF

REQUIRED)

MSHA MIX NO. 3 f'c=3500 PSI @ 28

DAYS, NORMAL WEIGHT,

AIR-ENTRAINED, REINFORCING TO

MEET ASTM-615-60

N/A ON-SITE TESTING OF POURED-IN-PLACE CONCRETE REQUIRED: 28 DAY

STRENGTH AND SLUMP TEST; ALL CONCRETE DESIGN (CAST-IN-PLACE OR

PRECAST) NOT USING PREVIOUSLY APPROVED STATE OR LOCAL STANDARDS

REQUIRES DESIGN DRAWINGS SEALED AND APPROVED BY A PROFESSIONAL

STRUCTURAL ENGINEER LICENSED IN THE STATE OF MARYLAND - DESIGN TO

INCLUDE MEETING ACI CODE 350.R/89; VERTICAL LOADING [H-10 OR H-20];

ALLOWABLE HORIZONTAL LOAD (BASED ON SOIL PRESSURES); AND ANALYSIS

OF POTENTIAL CRACKING

SAND AASHTO-M-6 OR ASTM-C-33 0.02" TO 0.04" SAND SUBSTITUTIONS SUCH AS DIABASE AND GRAYSTONE (AASHTO) #10 ARE NOT

ACCEPTABLE. NO CALCIUM CARBONATED OR DOLOMITIC SAND SUBSTITUTIONS ARE

ACCEPTABLE. NO "ROCK DUST" CAN BE USED FOR SAND.

MAINTENANCE SCHEDULE FOR BIORETENTION AREAS

DESCRIPTION METHOD FREQUENCY TIME OF YEAR

SOIL

INSPECT AND REPAIR

EROSION

VISUAL MONTHLY MONTHLY

ORGANIC LAYER

REMULCH ANY VOID AREAS BYHAND WHENEVER NEEDED WHENEVER NEEDED

REMOVE PREVIOUS MULCH

LAYER BEFORE APPLYING

NEW LAYER (OPTIONAL)

BY HAND ONCE EVERY TWO TO

THREE YEARS

SPRING

ANY ADDITIONAL MULCH

ADDED (OPTIONAL)

BY HAND ONCE A YEAR SPRING

PLANTS

REMOVAL AND REPLACEMENT

OF ALL DEAD AND DISEASED

VEGITATION CONSIDERED

BEYOND TREATMENT

SEE PLANTING

SPECIFICATIONS

TWICE A YEAR 3/15 TO 4/30 AND 10/1 TO

11/30

TREAT ALL DISEASED TREES

AND SHRUBS

MECHANICAL OR BY HAND N/A VARIES, DEPENDS ON

INSECT OR DISEASE

INFESTATION

WATERING OF PLANTS SHALL

TAKE PLACE AT THE END OF

EACH DAY FOR FOURTEEN

CONSECUTIVE DAYS AFTER

PLANTING HAS COMPLETED

BY HAND IMMEDIATELY AFTER

COMPLETION OF PROJECT

N/A

REPLACE STAKES AFTER ONE

YEAR

BY HAND ONCE A YEAR ONLY REMOVE STAKES IN

THE SPRING

REPLACE ANY DEFICIENT

STAKES OR WIRES

BY HAND N/A WHENEVER NEEDED

@ 45° AROUND PIPE

3/8"Ø HOLES @ 6" O/C

PERFORATED PIPE DETAIL

SCH. 40 OR SDR-35 PVC

NTS

CANADIAN BLUEGRASS

PENNLAWN RED FESCUE

KENTUCKY BLUE GRASS

LOW MAINTENANCE SEED MIXTURE

10 LBS./ACRE

REDTOP GRASS SEED

BIRDSFOOT TREFOIL

10 LBS./ACRE

20 LBS./ACRE

5 LBS./ACRE

NOTES:

1. PIPE SHALL BE 6” DIAMETER, PERFORATED

RIGID PLASTIC PIPE (ASTMF 758, TYPE PS 28,

OR AASHTO-M-278).

2. PERFORATIONS SHALL BE ⅜” DIAMETER

LOCATED 6” ON CENTER WITH A MINIMUM OF

FOUR HOLES PER ROW.

3. PIPE SHALL BE WRAPPED WITH A ¼” (NO. 4 OR

4X4) GALVANIZED HARDWARE CLOTH.

6" or 8" X 6" PVC Wye (Gasketed)

Two-6"-1/16 (221 2°) Street Els

S. W. M. UNDERDRAIN CLEANOUT DETAIL

6" SDR 35 OR SCH

40 PVC UNDERDRAIN

FlowLow End Upstream

12"

6" X 6" PVC Wye (Gasketed)

Two-6"-1/16 (221 2°) Street Els

Flow

12"

6" Cemented Cap

6" SDR 35 OR SCH

40 PVC UNDERDRAIN

(SOLIDWALL OR PERFORATED)

S. W. M. TERMINAL END UNDERDRAIN CLEANOUT DETAIL

NOT TO SCALE

- PVC RISER SHALL BE SOLID WALL

SDR-35 OR SCH 40

- ALL RISER JOINTS TO BE WATERTIGHT

- THIS DETAIL TO BE USED FOR SWM

PURPOSES ONLY

NOTES:

- PVC RISER SHALL BE SOLID WALL

SDR-35 OR SCH 40

- ALL RISER JOINTS TO BE WATERTIGHT

- THIS DETAIL TO BE USED FOR SWM

PURPOSES ONLY

NOTES:

NOT TO SCALE

(SOLIDWALL OR PERFORATED)

CLEANOUT W/

REMOVABLE 6"

INVERTED MIPT CAP

CLEANOUT W/

REMOVABLE 6"

INVERTED MIPT CAP

B.3.B SPECIFICATIONS FOR BIORETENTION

1. MATERIAL SPECIFICATIONS

THE ALLOWABLE MATERIALS TO BE USED IN BIORETENTION AREA ARE DETAILED IN TABLE B.4.1

2. PLANTING SOIL

THE SOIL SHALL BE A UNIFORM MIX, FREE OF STONES, STUMPS, ROOTS OR OTHER SIMILAR OBJECTS LARGER THAN

TWO INCHES. NO OTHER MATERIALS OR SUBSTANCES SHALL BE MIXED OR DUMPED WITHIN THE

MICRO-BIORETENTION PRACTICE THAT MAY BE HARMFUL TO PLANT GROWTH, OR PROVE A HINDRANCE TO THE PLANTING OR MAINTENANCE OPERATIONS. THE PLANTING SOIL SHALL BE FREE OF BERMUDA GRASS, QUACKGRASS, JOHNSON GRASS, OR OTHER NOXIOUS WEEDS AS SPECIFIED UNDER COMAR 15.08.01.05.

THE PLANTING SOIL SHALL BE TESTED AND SHALL MEET THE FOLLOWING CRITERIA:

• SOIL COMPONENT - LOAMY SAND OR SANDY LOAM (USDA SOIL TEXTURAL CLASSIFICATION)

• ORGANIC CONTENT - MINIMUM 10% BY DRY WEIGHT (ASTM D 2974). IN GENERAL, THIS CAN BE MET WITH A

MIXTURE OF LOAMY SAND (60%-65%) AND COMPOST (35% TO 40%) OR SANDY LOAM (30%), COARSE SAND

(30%), AND COMPOST (40%).

• CLAY CONTENT - MEDIA SHALL HAVE A CLAY CONTENT OF LESS THAN 5%.

• pH RANGE – SHOULD BE BETWEEN 5.5 - 7.0. AMENDMENTS (E.G., LIME, IRON SULFATE PLUS SULFUR) MAY BE

MIXED INTO THE SOIL TO INCREASE OR DECREASE pH.

THERE SHALL BE AT LEAST ONE SOIL TEST PER PROJECT. EACH TEST SHALL CONSIST OF BOTH THE STANDARD SOIL TEST FOR PH, AND ADDITIONAL TESTS OF ORGANIC MATTER, AND SOLUBLE SALTS. A TEXTURAL ANALYSIS IS REQUIRED FROM THE SITE STOCKPILED TOPSOIL. IF TOPSOIL IS IMPORTED, THEN A TEXTURE ANALYSIS SHALL BE

PERFORMED FOR EACH LOCATION WHERE THE TOPSOIL WAS EXCAVATED.

SINCE DIFFERENT LABS CALIBRATE THEIR TESTING EQUIPMENT DIFFERENTLY, ALL TESTING RESULTS SHALL COME

FROM THE SAME TESTING FACILITY.

SHOULD THE PH FALL OUT OF THE ACCEPTABLE RANGE, IT MAY BE MODIFIED (HIGHER) WITH LIME OR (LOWER) WITH

IRON SULFATE PLUS SULFUR.

3. COMPACTION

IT IS VERY IMPORTANT TO MINIMIZE COMPACTION OF BOTH THE BASE OF THE BIORETENTION AREA AND THE REQUIRED BACKFILL. WHEN POSSIBLE, USE EXCAVATION HOES TO REMOVE ORIGINAL SOIL. IF BIORETENTION AREAS ARE EXCAVATED USING A LOADER, THE CONTRACTOR SHOULD USE WIDE TRACK OR MARSH TRACK EQUIPMENT, OR LIGHT EQUIPMENT WITH TURF TYPE TIRES. USE OF EQUIPMENT WITH NARROW TRACKS OR NARROW TIRES, RUBBER TIRES WITH LARGE LUGS, OR HIGH PRESSURE TIRES WILL CAUSE EXCESSIVE COMPACTION RESULTING IN REDUCED INFILTRATION RATES AND IS NOT ACCEPTABLE. COMPACTION WILL SIGNIFICANTLY

CONTRIBUTE TO DESIGN FAILURE.

COMPACTION CAN BE ALLEVIATED AT THE BASE OF THE BIORETENTION FACILITY BY USING A PRIMARY TILLING OPERATION SUCH AS A CHISEL PLOW, RIPPER, OR SUBSOILER. THESE TILLING OPERATIONS ARE TO REFRACTURE THE SOIL PROFILE THROUGH THE 12 INCH COMPACTION ZONE. SUBSTITUTE METHODS MUST BE APPROVED BY THE ENGINEER. ROTOTILLERS TYPICALLY DO NOT TILL DEEP ENOUGH TO REDUCE THE EFFECTS OF COMPACTION FROM

HEAVY EQUIPMENT.

ROTOTILL 2 TO 3 INCHES OF SAND INTO THE BASE OF THE BIORETENTION FACILITY BEFORE BACKFILLING THE

OPTIONAL SAND LAYER. PUMP ANY PONDED WATER BEFORE PREPARING (ROTOTILLING) BASE.

WHEN BACKFILLING THE TOPSOIL OVER THE SAND LAYER, FIRST PLACE 3 TO 4 INCHES OF TOPSOIL OVER THE SAND, THEN ROTOTILL THE SAND/TOPSOIL TO CREATE A GRADATION ZONE. BACKFILL THE REMAINDER OF THE TOPSOIL TO

FINAL GRADE.

WHEN BACKFILLING THE BIORETENTION FACILITY, PLACE SOIL IN LIFTS 12” TO 18”. DO NOT USE HEAVY EQUIPMENT WITHIN THE BIORETENTION BASIN. HEAVY EQUIPMENT CAN BE USED AROUND THE PERIMETER OF THE BASIN TO SUPPLY SOILS AND SAND. GRADE BIORETENTION MATERIALS WITH LIGHT EQUIPMENT SUCH AS A

COMPACT LOADER OR A DOZER/LOADER WITH MARSH TRACKS.

4. PLANT MATERIAL

PLANT MATERIAL FOR BIORETENTION AREAS CAN BE FOUND ON THE SITE SPECIFIC LANDSCAPE PLAN.

5. PLANT INSTALLATION

MULCH SHOULD BE PLACED TO A UNIFORM THICKNESS OF 2” TO 3”. SHREDDED OR CHIPPED HARDWOOD MULCH IS THE ONLY ACCEPTED MULCH. PINE MULCH AND WOOD CHIPS ARE NOT ACCEPTABLE. SHREDDED MULCH MUST BE

WELL AGED (6 TO 12 MONTHS) FOR ACCEPTANCE.

ROOT STOCK OF THE PLANT MATERIAL SHALL BE KEPT MOIST DURING TRANSPORT AND ON-SITE STORAGE. THE PLANT ROOT BALL SHOULD BE PLANTED SO 1/8TH OF THE BALL IS ABOVE FINAL GRADE SURFACE. THE DIAMETER OF THE PLANTING PIT SHALL BE AT LEAST SIX INCHES LARGER THAN THE DIAMETER OF THE PLANTING BALL. SET AND MAINTAIN THE PLANT STRAIGHT DURING THE ENTIRE PLANTING PROCESS. THOROUGHLY WATER GROUND BED

COVER AFTER INSTALLATION.

TREES SHALL BE BRACED USING 2” BY 2” STAKES ONLY AS NECESSARY AND FOR THE FIRST GROWING SEASON

ONLY. STAKES ARE TO BE EQUALLY SPACED ON THE OUTSIDE OF THE TREE BALL.

GRASSES AND LEGUME SEED SHOULD BE DRILLED INTO THE SOIL TO A DEPTH OF AT LEAST ONE INCH. GRASS AND LEGUME PLUGS SHALL BE PLANTED FOLLOWING THE NON-GRASS GROUND COVER PLANTING SPECIFICATIONS.

THE TOPSOIL SPECIFICATIONS PROVIDE ENOUGH ORGANIC MATERIAL TO ADEQUATELY SUPPLY NUTRIENTS FROM NATURAL CYCLING. THE PRIMARY FUNCTION OF THE BIORETENTION STRUCTURE IS TO IMPROVE WATER QUALITY.

ADDING FERTILIZERS DEFEATS, OR AT A MINIMUM, IMPEDES THIS GOAL. ONLY ADD FERTILIZER IF WOOD CHIPS OR MULCH ARE USED TO AMEND THE SOIL. ROTOTILL UREA FERTILIZER AT A RATE OF 2 POUNDS PER 1000 SQUARE

FEET.

6. UNDERDRAINS

UNDERDRAINS ARE TO BE PLACED ON A 3'-0” WIDE SECTION OF FILTER CLOTH. PIPE IS PLACED NEXT, FOLLOWED BY THE GRAVEL BEDDING. THE ENDS OF UNDERDRAIN PIPES NOT TERMINATING IN AN OBSERVATION WELL SHALL BE

CAPPED.

THE MAIN COLLECTOR PIPE FOR UNDERDRAIN SYSTEMS SHALL BE CONSTRUCTED PER PLAN.

OBSERVATION WELLS AND/OR CLEAN-OUT PIPES MUST BE PROVIDED (ONE MINIMUM PER EVERY 1000 SQUARE FEET

OF SURFACE AREA).

7. MISCELLANEOUS

THE BIORETENTION FACILITY MAY NOT BE CONSTRUCTED UNTIL ALL CONTRIBUTING DRAINAGE AREA HAS BEEN

STABILIZED.

PLANTING NON-GRASS GROUND COVER

- THE GROUND COVER PLANTING HOLES SHALL BE DUG THROUGH THE

MULCH WITH ONE OF THE FOLLOWING: HAND TROWEL, SHOVEL, BULB

PLANTER, OR HOE (THIS DOES NOT APPLY TO GRASSES OR LEGUMES).

- BEFORE PLANTING BIODEGRADABLE POTS SHALL BE SPLIT, AND

NON-BIODEGRADABLE POTS SHALL BE REMOVED. ROOT SYSTEMS OF

ALL POTTED PLANTS SHALL BE SPLIT OR CRUMBLED.

- THE GROUND COVER SHALL BE PLANTED SO THAT THE ROOTS ARE

SURROUNDED BY THE SOIL BELOW THE MULCH. POTTED PLANTS SHALL

BE SET SO THAT THE TOP OF THE POT IS EVEN WITH THE EXISTING

GRADE. THE ROOTS OF BARE ROOT PLANTS SHALL BE COVERED TO THE

CROWN.

- THE MULCHED AND PLANTED GROUND COVER BED WITH A

PRE-EMERGENT HERBICIDE.

- THE ENTIRE GROUND COVER BED SHALL BE THOROUGHLY WATERED.

PLANTING GRASS GROUND COVER

- GRASSES AND LEGUME SEED SHALL BE TILLED INTO THE SOIL TO A

DEPTH OF AT LEAST 2 INCHES BY EITHER HARROWING OR DISCING.

FERTILIZER SHALL BE APPLIED AT THE SAME RATE AND UTILIZING THE

SAME PROCESS FOR NON-GRASS GROUND COVER. GRASS AND LEGUME

PLUGS SHALL BE PLANTED FOLLOWING THE NON-GRASS GROUND

COVER PLANTING TECHNIQUES.

FERTILIZER

- ALL GROUND COVERS SHALL BE FERTILIZED WITH A 10-6-4 ANALYSIS

FERTILIZER AS A WET APPLICATION AT THE RATE OF 3 LBS. PER 100

SQUARE FEET OF THE BIORETENTION AREA PRIOR TO PLANTING

NON-GRASS GROUND COVER OR AS PART OF THE GRASS SEED GROUND

COVER.

STORMWATER MANAGEMENT FACILITY

OPERATIONS AND MAINTENANCE SCHEDULE

ROUTINE MAINTENANCE:

1 THE FACILITY SHALL BE INSPECTED BIANNUALLY AND AFTER MAJOR STORMS.

INSPECTIONS SHOULD BE PERFORMED DURING WET WEATHER TO DETERMINE

IF AND INSIDE SLOPE SHALL BE MOWED A MINIMUM OF TWICE A YEAR, ONCE IN

LATE POND IS FUNCTIONING PROPERLY.

2 THE EMBANKMENT OF THE POND CONSISTING OF THE OUTSIDE SLOPE, THE TOP,

JUNE AND ONCE IN SEPTEMBER. OTHER SIDE SLOPES, POND BOTTOM, AND

MAINTENANCE ACCESS ARE TO BE MOWED AS NEEDED.

3 DEBRIS, TRASH AND LITTER SHALL BE REMOVED DURING REGULAR MOWING

OPERATIONS OR AS DEEMED NECESSARY.

4 NO WOODY VEGETATION ALLOWED WITHIN 50 FOOT RADIUS OF THE POND

PRINCIPLE SPILLWAY (INFLOW OR OUTFLOW AREAS) OR ANYWHERE ON THE

MANMADE EMBANKMENT.

5 BURROWING ANIMALS ARE TO BE REMOVED FROM THE MANMADE

EMBANKMENT AREA AND THE BURROWS BACKFILLED.

6 VISIBLE SIGNS OF EROSION ALONG THE INFLOW CHANNELS, WITHIN THE POND,

AND AT THE OUTFALL SHALL BE REPAIRED IMMEDIATELY.

7. REPLACE MULCH ANNUALLY.

8. IF PONDING OCCURS THE TOP 3" OF PLANTING SOIL SHALL BE REPLACED.

NON-ROUTINE MAINTENANCE:

1 STRUCTURAL COMPONENTS OF THE POND SUCH AS THE EMBANKMENT, RISER,

BARREL, WEIR, ETC. SHALL BE REPAIRED IMMEDIATELY UPON DETECTION OF A

PROBLEM.

2 PERIODIC CLEANING, RECOATING, WELDING, ETC. OF THE POND TRASH RACK,

RISER, BARREL, LOW FLOW DEWATERING DEVICE, ETC. IMMEDIATELY UPON

DETECTION OF A PROBLEM.

ENGINEER'S DESIGN CERTIFICATION

I HEREBY CERTIFY THIS PLAN FOR SOIL EROSION AND SEDIMENT CONTROL HAS BEEN

DESIGNED IN ACCORDANCE WITH LOCAL ORDINANCES, COMAR 26.17.01 AND THE 2011

MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL.

IF APPLICABLE, THIS PLAN IS ALSO DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS

CONTAINED WITHIN USDA, NRCS "STANDARDS AND SPECIFICATIONS FOR PONDS MD-378"

AND THE POLICIES AND PROCEDURES OF THE MARYLAND DEPARTMENT OF THE

ENVIRONMENT DAM SAFETY PROGRAM.

30709

ENGINEERS SIGNATURE P.E. NO.

JOSEPH H. CECI

PRINT NAME DATE

4/12/24

BID SET 04/25/2024

H C a rl so n

P ro je ct s\ \3

E m m it sb ur g

R a in bo w L a ke

P a rk in g\

W D -0

dw g, /1 /2

M jc ec i, SI

CHECKED BY:

DRAWN BY:

DATE:

DRAWING NO.

PROJECT NO.

SHEET OF

SCALE:

R S

S U

S P

S, I N

W W

W .F

N C

.C l:

O C

C .C

O M

N E:

-8

A G

O W

N , M

D . 2

M T.

N A

R O

A D

-1

K , M

D . 2

O R

M A

N S

L C

O U

R T

E 'G

' (3

-6

O N

-0

I HEREBY CERTIFY THAT THESE DOCUMENTS

WERE PREPARED OR APPROVED BY ME, AND THAT

I AM A DULY LICENSED PROFESSIONAL ENGINEER

UNDER THE LAWS OF THE STATE OF MARYLAND.

PROFESSIONAL CERTIFICATION

LICENSE No.: EXP. DATE:

OWNER / DEVELOPER

TOWN OF EMMITSBURG, MARYLAND

300A SOUTH SETON AVE.

EMMITSBURG, MD 21727 7 10

AS NOTED

23-31990 D - 3607

DECEMBER 2023

CJC

JHC

N O

R G

Y R

N D

No . 5

K C

Y , M

SIGN POST SETTING DETAIL

SECTION

7' -0

6" 6"

2' -0

PARKING

ACCESS

AISLE

ACCESS AISLE SIGN R8-1(2)

A B C D E F G H J K L

STANDARD 1 34 2 12 1 2 1 12 12 18 6 18 14 1 12

2 1/2" ARROWHEAD MAXIMUM

FINE $500

VAN

ACCESSIBLE

N.T.S.

* REDUCE SPACING 50 PERCENT

COLORS

LEGEND AND BORDER - GREEN

WHITE SYMBOL ON BLUE BACKGROUND

BACKROUND - WHITE

ARROW MAY BE REMOVED IF NECESSARY

Reference: State of Maryland Standard Highway Signs Booklet MdMUTCD SECTION - 2B.39, 2B.40, 2B.41, 7B.14

RESERVED PARKING R7-8

VAN ACCESSIBLE R7-8A

N.T.S.

MAXIMUM FINE R7-8(2)

NOTES:

1. METAL POST TO BE GALVANIZED. ALL BOLTS, NUTS, WASHERS

AND SCREWS MUST BE RUSTPROOF.

2. CONCRETE FOR SIGN FOOTING SHALL BE PORTLAND CEMENT

AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I.

3. SIGNS WILL BE FABRICATED BY USING REFLECTING COATING IN

THE SYMBOL, MESSAGE AND BORDER APPLIED TO A SHEET

ALUMINUM BACKING (.080) IN THICKNESS.

4. THE SYMBOL IS COMPOSED OF TWO ELEMENTS, A WHITE

WHEELCHAIR FIGURE (WHICH SHOULD ALWAYS FACE RIGHT) ON

A SQUARE BACKGROUND, INTERNATIONAL BLUE IN COLOR (FED.

STD. 595A, COLOR #15180).

5. SIGN POST SHALL BE MIN. 2'-0" CLEAR FROM FACE OF CURB OR

BACK OF SIDEWALK.

6. WHERE A SINGLE (NON-VAN) ACCESSIBLE PARKING SPACE IS

PROVIDED, THE LOADING AND UNLOADING ACCESS AISLE SHALL

BE ON THE PASSENGER SIDE OF THE VEHICLE AS THE VEHICLE

IS GOING FORWARD INTO THE PARKING SPACE.

7. SURFACE SLOPES OF ACCESSIBLE OFF-STREET PARKING

STALLS SHALL BE THE MINIMUM POSSIBLE AND SHALL NOT

EXCEED 2 PERCENT IN ANY DIRECTION.

GALVANIZED NUTS

AND BOLTS(TYP.)

SIGN PLATE,

(TYP.)

STANDARD

U-CHANNEL

WITH PLASTIC

SLEEVE

2 - PIECE

SIGN POST

FINISHED

GRADE

12" DIA.

CONC.

FOOTING

COMPACTED

SUBGRADE

45°

HOLES 12" FROM EITHER END.

NOTE: CURB STOP SHALL BE 6'-0" IN LENGTH W/(2) 5/8" DIA.

CEMENT

PORTLAND

3500 PSI

5/8" DIA. HOLE

PRECAST CONCRETE WHEEL STOP

N.T.S.

8 12"

COMPACTED DENSE GRADED AGGREGATE

SUBBASE (M.S.H.A. GA BASE)

MIRAFI 600X OR EQUAL

BY THE GEOTECHNICAL ENGINEER

N.T.S.

* NOTE: FINAL PAVEMENT SECTION IS SUBJECT TO MODIFICATION

PAVING DETAIL

STABILIZATION FABRIC

SUBGRADE PREPARATION

A. FILL AREAS TO BE PAVED SHALL HAVE SOIL PLACED IN 8 INCH LIFTS AND COMPACTED

TO 92 PERCENT OF MAXIMUM DENSITY. THE LAST TWO LIFTS SHALL BE COMPACTED TO

95 PERCENT OF MAXIMUM DENSITY. MAXIMUM DENSITY SHALL BE DETERMINED IN

ACCORDANCE WITH ASSHTO T-180 METHOD C. CERTIFICATION BY A GEOTECHNICAL

ENGINEER LICENSED BY THE STATE OF MARYLAND MAY BE REQUIRED.

B. MAXIMUM DENNSITY SHALL BE DETERMINED IN ACCORDANCE WITH ASTM D-698

STANDARD PROCTOR.

C. AFTER THE SUBGRADE IN CUTS AND FILLS HAS BEEN FINALLY SHAPED TO THE SPECIFIC

CROSS SECTION, IT SHALL BE CAREFULLY AND THOROUGHLY PROOF ROLLED WITH A 20

TON ROLLER OR EQUIVALENT TO DETERMINE SOFT OR UNSUITABLE AREAS. PRIOR TO

PAVING SOFT OR SUITABLE MATERIAL TO THE REQUIREMENTS OF ITEM "A" ABOVE.

D. NO PAVEMENT SHALL BE PLACED ON FROZEN SUBGRADES NOR ON SUBGRADES THAT

WILL NOT ADEQUATELY SUPPORT THE PAVEMENT.

E. IF ROCK IS ENCOUNTERED IN THE SUBGRADE, REMOVE AN ADDITIONAL 6 INCHES

BELOW SUBGRADE AND BACKFILL WITH SUITABLE MATERIAL TO THE REQUIREMENTS OF

ITEM "A".

9.5mm SUPERPAVE HMA SURFACE

25.0mm SUPERPAVE HMA BASE

STOP

R1-1

30"X30"

TRAFFIC WHITE

1'-0"

34"

4" STROKE

(TYPICAL)

ONE WAY

R6-1R 36"x12"

R5-1 30"x30"

CONCRETE PAVING DETAIL

DUMPSTER PAD PORTLAND CEMENT

4000 PSI

CONCRETE PAVEMENT

SUBBASE (M.S.H.A. G.A. BASE)

PORTLAND CEMENT

8" 6"

COMPACTED DENSE GRADED AGGREGATE

2 LAYERS WWF 6X6 W6XW6

2" 2"

24"

N.T.S.

SUSUBGRADE PREPARATION:

1 FILL AREAS TO BE PAVED SHALL HAVE SOIL PLACED IN 8 INCH LIFTS AND COMPACTED TO 95 PERCENT OF

MAXIMUM DENSITY. MAXIMUM DENNSITY SHALL BE DETERMINED IN ACCORDANCE WITH ASTM D-698 STANDARD

PROCTOR.

2 AFTER THE SUBGRADE IN CUTS AND FILLS HAS BEEN FINALLY SHAPED TO THE SPECIFIED CROSS SECTION, IT SHALL BE CAREFULLY AND THOROUGHLY PROOF ROLLED WITH A 20 TON ROLLER OR EQUIVALENT TO DETERMINE SOFT OR UNSUITABLE AREAS. PRIOR TO PAVING, SOFT OR UNSUITABLE ARES SHALL BE REMOVED AND BACKFILLED WITH SUITABLE MATERIAL TO THE REQUIREMENTS OF No. 1 ABOVE.

3 NO PAVEMENT SHALL BE PLACED ON FROZEN OR FROSTED SUBGRADES THAT WILL NOT ADEQUATELY SUPPORT

THE PAVEMENT.

4 IF ROCK IN ENCOUNTERED IN THE SUBGRADE, REMOVE AN ADDITIONAL 6 INCHES BELOW SUBGRADE AND BACKFILL WITH SUITABLE MATERIAL TO THE REQUIREMENTS OF No. 1 ABOVE.

*NOTE: FINAL PAVEMENT SECTION IS SUBJECT TO MODIFICATION BY THE GEOTECHNICAL ENGINEER

PORTLAND CEMENT CONCRETE PAVEMENT

PER MSHA SECTION 520. MIX NUMBER 2, 3

OR EQUIVALENT

1. POSTS TO BE PRESSURE TREATED SOUTHERN YELLOW

PINE FREE OF LARGE KNOTS, WANES & CHECKS.

CONTRACTOR TO VERIFY IF

EXISTING POST CAN BE

REUSED. ANY REPLACEMENT

POST SHALL BE PRESSURE

TREATED PINE

3,000 PSI MIX

CONCRETE @28

DAYS

14" DIA. HOLE FOR 4" x 4" & 4" x 6" 18" DIA. HOLE FOR 6" x 6" & 6' x 8"

SIGN BOARD POST DETAIL

N.T.S.

7' -8

"4' -8

5'- 0"

8'- 0"

10'-0" MAX SPACING

TENSION BAR

TURNBUCKLE

TYPICAL HIGH FENCE

ROUND END POSTS, WITH TOP RAIL

TRUSS ROD

ADJUSTABLE

CORNER POST

POST TOP

ROUND END &

HOG RING

1.66" [42.2MM] (1 5/8") OD

KNUCKLED

BOTTOM SELVAGE

BRACE RAIL

TOP RAIL

1.66" [42.2MM] (1 5/8") OD

LINE POST

(ROUND OR "C")

LINE POST TIE

(OPTIONAL)

WIRE

TENSION

LINE POST

LOOP CAP

NOT TO SCALE

GALVANIZED CHAIN

LINK FABRIC, (TOP

SELVAGE OPTION)

TYPICAL SINGLE SWING GATE

5' 0"

LATCH POST

2 1/4" 2 1/2"

5' 0"

4' 8 1

/2"

FRAME

LATCH

BLACK PVC

COATED CHAIN

LINK

CONCRETE FOOTING

GATE POST

Ø2.875" (73MM)

HINGE

3'-

6" COMPACTED

GRANULAR BASE

FRAME

LATCH POST

HINGE LATCH

NOT TO SCALE

GRADE

TENSION WIRE

3'- 6"

10"

3,500PSI

CONCRETE 10"

3,500PSI

CONCRETE

NO PARKING

R7-1 (I)

12"X18"

RIGHT TURN ONLY

12"X18"

RIGHT

TURN

ONLY

BID SET 04/25/2024

H C a rl so n

P ro je ct s\ \3

E m m it sb ur g

R a in bo w L a ke

P a rk in g\

W D -0

dw g, /1 /2

P M jc ec i, SI

CHECKED BY:

DRAWN BY:

DATE:

DRAWING NO.

PROJECT NO.

SHEET OF

SCALE:

R S

S U

S P

S, I N

W W

W .F

N C

.C l:

O C

C .C

O M

N E:

-8

A G

O W

N , M

D . 2

M T.

N A

R O

A D

-1

K , M

D . 2

O R

M A

N S

L C

O U

R T

E 'G

' (3

-6

O N

-0

I HEREBY CERTIFY THAT THESE DOCUMENTS

WERE PREPARED OR APPROVED BY ME, AND THAT

I AM A DULY LICENSED PROFESSIONAL ENGINEER

UNDER THE LAWS OF THE STATE OF MARYLAND.

PROFESSIONAL CERTIFICATION

LICENSE No.: EXP. DATE:

OWNER / DEVELOPER

TOWN OF EMMITSBURG, MARYLAND

300A SOUTH SETON AVE.

EMMITSBURG, MD 21727 8 10

AS NOTED

23-31990 D - 3607

DECEMBER 2023

CJC

JHC

N O

R G

Y R

N D

No . 5

K C

Y , M

By:

Date:

PLAN IS VALID FOR TWO YEARS FROM DATE OF APPROVAL

FREDERICK COUNTY SOIL CONSERVATION DISTRICT

EROSION AND SEDIMENT CONTROL PLAN APPROVAL

SCD APPROVAL FOR SEDIMENT AND EROSION CONTROL IS IN ACCORDANCE WITH THE 2011

MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL AND

IS CONTINGENT UPON ISSUANCE OF ALL APPLICABLE REGULATORY PERMITS.

DISTRICT MANAGER OR DESIGNEE

DETAIL B-1 STABILIZED CONSTRUCTION

ENTRANCE

DETAIL E-3 SUPER SILT FENCE

DETAIL E-1 SILT FENCEDETAIL E-1 SILT FENCE

DETAIL H-6 ONSITE CONCRETE

WASHOUT STRUCTURE

DETAIL H-6 ONSITE CONCRETE

WASHOUT STRUCTURE

DETAIL B-4-6-C PERMANENT SOIL

STABILIZATION MATTING

CHANNEL APPLICATION

DETAIL E- 9-1 STANDARD INLET PROTECTION DETAIL E- 9-1 STANDARD INLET PROTECTION

ENGINEER'S DESIGN CERTIFICATION

I HEREBY CERTIFY THIS PLAN FOR SOIL EROSION AND SEDIMENT CONTROL HAS BEEN

DESIGNED IN ACCORDANCE WITH LOCAL ORDINANCES, COMAR 26.17.01 AND THE 2011

MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL.

IF APPLICABLE, THIS PLAN IS ALSO DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS

CONTAINED WITHIN USDA, NRCS "STANDARDS AND SPECIFICATIONS FOR PONDS MD-378"

AND THE POLICIES AND PROCEDURES OF THE MARYLAND DEPARTMENT OF THE

ENVIRONMENT DAM SAFETY PROGRAM.

30709

ENGINEERS SIGNATURE P.E. NO.

JOSEPH H. CECI

PRINT NAME DATE

4/12/24

SEQUENCE OF CONSTRUCTION

1. OBTAIN ALL REQUIRED PERMITS AND APPROVALS FROM THE APPROPRIATE AGENCIES.

CONTACT FREDERICK COUNTY ENVIRONMENTAL COMPLIANCE SECTION AND THE TOWN

OF EMMITSBURG TO SET UP A PRE-CONSTRUCTION MEETING WITH THE SEDIMENT AND

EROSION CONTROL INSPECTOR AT (301-600-3507, 48 HOURS PRIOR TO BEGINNING

CONSTRUCTION. ADDITIONAL SEDIMENT CONTROL MEASURES MAY BE REQUIRED AS A

RESULT OF THE PRE-CONSTRUCTION MEETING.

2. INSTALL STABILIZED CONSTRUCTION ENTRANCE.

3. CLEAR AND GRUB ONLY THAT AREA REQUIRED TO INSTALL SEDIMENT CONTROL

DEVICES INCLUDING SILT FENCE AND SUPER SILT FENCE.

4. CONTRACTOR SHALL PROVIDE TEMPORARY STABILIZATION OF ALL DISTURBED AREAS

IN ACCORDANCE WITH THE STANDARD SEDIMENT AND EROSION CONTROL NOTES NOs.

4 & 5 SHOWN ON THIS SHEET.

5. CONTACT SEDIMENT CONTROL INSPECTOR BEFORE PROCEEDING.

6. CLEAR AND GRUB REMAINDER OF THE SITE.

7. BEGIN GRADING OPERATION. STRIP AND STOCKPILE/REMOVE TOPSOIL AS NECESSARY.

8. ALL SOIL THAT IS NOT NEEDED FOR FILL MATERIAL MUST BE REMOVED FROM THE SITE

AND DELIVERED TO AN APPROVED SITE.

9. EXCAVATE AND CONSTRUCT FILLS.

10. CONSTRUCT THE SWM BIORETENTION FACILITY. DO NOT INSTALL FILTER MATERIAL

UNTIL ALL UPSTREAM AREAS ARE STABILIZED.

11. CONSTRUCT UNDERGROUND UTILITIES INCLUDING STORM DRAIN.

12. WITH UTILITY CONSTRUCTION COMPLETE FINE GRADE THE PARKING LOT, INSTALL

CURB & GUTTER, AND COMMENCE PAVING OPERATIONS.

13. STABILIZE ALL DISTURBED AREAS.

14. PRIOR TO CONVERTING SWM FACILITIES, FLUSH STORM DRAIN SYSTEM OF

ACCUMULATED SEDIMENT.

15. ONCE ALL UPSTREAM AREAS DRAINING TO THE SWM FACILITIES ARE PERMANENTLY

STABILIZED AND UPON APPROVAL FROM THE SEDIMENT CONTROL INSPECTOR,

RESHAPE THE SWM FACILITIES TO THEIR ORIGINAL DESIGN SPECIFICATIONS AND

INSTALL THE UNDERDRAIN, PERMEABLE SOIL AND STONE WITHIN THE BIORETENTION

AREAS. STABILIZE ANY REMAINING DISTURBED AREAS.

16. WHEN SITE IS STABILIZED, CONTACT THE SEDIMENT CONTROL INSPECTOR FOR

PERMISSION TO REMOVE THE SEDIMENT CONTROL DEVICES.

17. REMOVE SEDIMENT CONTROL DEVICES, STABILIZE AREAS DISTURBED BY THEIR

REMOVAL.

NOTE:

DEPENDING ON THE SITE CONDITIONS, PHASING OR CONSTRUCTION SEQUENCING, AND

STABILIZATION METHODS, ADDITIONAL SEDIMENT CONTROLS (OTHER THAN AS SHOWN

HERE ON) MAY BE REQUIRED BY THE INSPECTOR.

BID SET

04/25/2024

H C a rl so n

P ro je ct s\ \3

E m m it sb ur g

R a in bo w L a ke

P a rk in g\

W D -0

dw g, /1 /2

M jc ec i, SI

CHECKED BY:

DRAWN BY:

DATE:

DRAWING NO.

PROJECT NO.

SHEET OF

SCALE:

R S

S U

S P

S, I N

W W

W .F

N C

.C l:

O C

C .C

O M

N E:

-8

A G

O W

N , M

D . 2

M T.

N A

R O

A D

-1

K , M

D . 2

O R

M A

N S

L C

O U

R T

E 'G

' (3

-6

O N

-0

I HEREBY CERTIFY THAT THESE DOCUMENTS

WERE PREPARED OR APPROVED BY ME, AND THAT

I AM A DULY LICENSED PROFESSIONAL ENGINEER

UNDER THE LAWS OF THE STATE OF MARYLAND.

PROFESSIONAL CERTIFICATION

LICENSE No.: EXP. DATE:

OWNER / DEVELOPER

TOWN OF EMMITSBURG, MARYLAND

300A SOUTH SETON AVE.

EMMITSBURG, MD 21727 9 10

AS NOTED

23-31990 D - 3607

DECEMBER 2023

CJC

JHC

N O

R G

Y R

N D

No . 5

K C

Y , M

By:

Date:

PLAN IS VALID FOR TWO YEARS FROM DATE OF APPROVAL

FREDERICK COUNTY SOIL CONSERVATION DISTRICT

EROSION AND SEDIMENT CONTROL PLAN APPROVAL

SCD APPROVAL FOR SEDIMENT AND EROSION CONTROL IS IN ACCORDANCE WITH THE 2011

MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL AND

IS CONTINGENT UPON ISSUANCE OF ALL APPLICABLE REGULATORY PERMITS.

DISTRICT MANAGER OR DESIGNEE

SOIL EROSION AND SEDIMENT CONTROL."

1. ALL DISTURBED AREAS SHALL BE SEEDED, SODDED AND/OR MULCHED IN

ACCORDANCE WITH "2011 MARYLAND STANDARDS AND SPECIFICATIONS FOR

2. SEEDING SHALL BE PERFORMED IN ACCORDANCE WITH THE ABOVE MENTIONED

STANDARDS. REFER TO SELECTION G, VEGETATIVE PRACTICES, AND FOR

SEEDING, MULCHING AND SODDING SPECIFICATIONS, RESPECTIVELY.

3. DIKE SEEDING AND PERMANENT SITE SEEDING SHALL BE PERFORMED IN

ACCORDANCE WITH THE ABOVE MENTIONED STANDARDS.

4. IF SITE IS READY TO RECEIVE FINAL COVER DURING THE NON-PLANTING

SEASON, THEN IT SHALL BE PROTECTED BY MULCHING. REFER TO THE

ABOVE "STANDARDS AND SPECIFICATIONS." THE MULCH WILL REMAIN UNTIL

THE NEXT PLANTING SEASON AS DEFINED BY THE STANDARDS.

5. ALL DISTURBED AREAS NOT COVERED BY BUILDING AND PAVING SHALL BE

STABILIZED AS SOON AS POSSIBLE BY PERMANENT SEEDING AND MULCHING

AS PER "STANDARDS AND SPECIFICATIONS", SECTION G.

SUBGRADE PREPARATION

SEEDING, SODDING AND / OR MULCHING NOTES

SEDIMENT & EROSION CONTROL NOTES

FOR SITES 1.0 ACRE OR MORE, THE FOLLOWING ARE REQUIRED:

FREDERICK COUNTY CODES.

YOU…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 7, 2024.