green roof plan - rooftop plan l-01l-10

PROPOSED FLUSH CURB

8' x 5' SCORED CONCRETE SIDEWALKBUILDING CANOPY ABOVEPROPERTY LINEPROPOSED BUILDING LINE

4TH STREET NE

4TH S

TREE

T NE

PE

NN

STR

EE

T NE

NEW YORK AVE NE

PROPOSED CURB AND GUTTER

SEE L - 03

SEE L - 04

SEE L - 05

PROPOSED TRENCH DRAIN

PROPOSED TREE ON PLANTED PIT

PROPOSED TREEON PLANTED PIT

PROPOSED ATGRADE PLANTING

PUBLIC ALLEY

PROPOSED LIGHT POLE, TYP.PROPOSED BENCH, TYP. PROPOSED BIKE RACK, TYP.

PROPOSED TRASH ANDRECYCLING RECEPTACLES, TYP.

OFFICE ENTRANCE PUBLIC ROOFTOP ACCESSRETAIL

L-01

11/07/2019 SITE PLAN

1348 4TH ST. N.E. / 401 NEW YORK AVE. N.E.

0' 20' 40' 80'

NOTE:PUBLIC SPACE DESIGN SHOWN IS SUBJECT TOALTERATION AS THE RESULT OF THE PUBLIC SPACEPERMITTING PROCESS


11/22/2019

L-10

GREEN ROOF PLAN - ROOFTOP PLAN

4th S

treet

NE

UP

5%

4TH STREET NE

PE

NN

STR

EE

T NE

NEW YORK AVE NE

PUBLIC ALLEY

Cooling Tower Penthouse RoofPenthouse RoofRetail Roof Retail Roof

Penthouse Roof

PROPOSED BENCH

PRIMARY ROOFTOP ACCESS

PROPOSED DECK

RAISED PLANTING BED

LAWN

RAISED PLANTING BED

RAISED WOODEN DECK AMPHITHEATER

RUNNING TRACK, TYP.

AT GRADE PLANTING, TYP.

VEGETATED ROOF

VEGETATED ROOF

L-10

11/07/2019


0' 20' 40' 80'


NOTE:THE GREEN AREAS AND PLANTING SHOWN ARE SUBJECTTO ALTERATION DURING DESIGN PROVIDED THAT THETOTAL GREEN ROOF SQUARE FOOTAGE IS NO LESS THANTHE AMOUNT APPROVED BY THE COMMISSION. PORTIONOF SUCH AREAS MAY BE COVERED BY SOLAR PANELS.

FLEXIBILITY:THE APPLICANT REQUESTS FLEXIBILITY TO VARY FROMTIME TO TIME THE FINAL DESIGN AND LAYOUT OF THEINDOOR AND OUTDOOR SPACES AND PROGRAMMINGAND TO VARY THE USES PROVIDED THAT THEY AREPERMITTED IN THIS ZONE OR PURSUANT TO THE SPECIALEXCEPTION SOUGHT HEREIN.

.

4th S

treet

NE

UP

5%

4TH STREET NE

PE

NN

STR

EE

T NE

NEW YORK AVE NE

PUBLIC ALLEY


Penthouse Roof

PROPOSED BENCH


PROPOSED DECK

RAISED PLANTING BED

LAWN

RAISED PLANTING BED


RUNNING TRACK, TYP.


VEGETATED ROOF

VEGETATED ROOF

L-10

11/07/2019


0' 20' 40' 80'




.

4th S

treet

NE

UP

5%

4TH STREET NE

PE

NN

STR

EE

T NE

NEW YORK AVE NE

PUBLIC ALLEY


Penthouse Roof

PROPOSED BENCH


PROPOSED DECK

RAISED PLANTING BED

LAWN

RAISED PLANTING BED


RUNNING TRACK, TYP.


VEGETATED ROOF

VEGETATED ROOF

L-10

11/07/2019


0' 20' 40' 80'




.

ZONING COMMISSIONDistrict of Columbia

CASE NO.19-29EXHIBIT NO.3G7

PROPOSED FLUSH CURB


4TH STREET NE

4TH S

TREE

T NE

PE

NN

STR

EE

T NE

NEW YORK AVE NE


SEE L - 03

SEE L - 04

SEE L - 05





PUBLIC ALLEY




L-01



0' 20' 40' 80'



11/22/2019

STREET LIGHT: Philips / Valmont, black TRASH RECEPTACLE, wrought iron, blackCIP CONCRETE SIDEWALK: 5’ X8 ‘ Scoring, Broomed Finish BIKE RACK, powdered coated black steel and wood BENCHES, powdered coated black steel and wood

STREET TREE AND VEGETATED ROOF PLANTING VEGETATED ROOF PLANTING

L-11

REPRESENTATIVE STREETSCAPE PALETTE AND PRECEDENTS

PROPOSED FLUSH CURB


4TH STREET NE

4TH S

TREE

T NE

PE

NN

STR

EE

T NE

NEW YORK AVE NE


SEE L - 03

SEE L - 04

SEE L - 05





PUBLIC ALLEY




L-01



0' 20' 40' 80'



11/22/2019

SEASONAL GRASS AND PERENNIAL PLANTING LAWNS WITH TREE SHADE AMPHITHEATER SEATING WITH INTEGRATED PLANTING

RUNNING TRACK ROOFTOP FOOD AND BEVERAGE RAISED DECKS WITH MOVEABLE SEATING

L-12

REPRESENTATIVE ROOFTOP PALETTE AND PRECEDENTS

11/22/2019

40'


0' 20' 80'

GENERAL NOTES1. THIS PLAN IS BASED ON THE FOLLOWING DOCUMENTS AND INFORMATION:

A) ALTA SURVEY ENTITLED, "SRW192109ALT4-SIGNED.PDF" PREPARED BY BOHLER ENGINEERING, PROJECTNUMBER SRW192109, DATED 10/09/19.

B) ARCHITECT FILE ENTITLED, "191114_EDENS_GROUND LEVEL PLAN.DWG", PREPARED BY SHoP ARCHITECTS,RECEIVED 11/14/19

C) LANDSCAPE ARCHITECT FILE ENTITLED, "EDENS UNION MARKET SITE PLAN_ LANDSCAPE.DWG" PREPARED BYFIELD OPERATIONS, RECEIVED 11/06/19.

SHEET INDEXSHEET TITLE SHEET NUMBER

GENERAL NOTES AND LEGEND C-01

EXISTING CONDITIONS AND DEMOLITION PLAN C-02

SITE PLAN C-03

GRADING PLAN C-04

UTILITY PLAN C-05

STORMWATER MANAGEMENT AND GAR PLAN C-06

GREEN AREA RATIO WORKSHEET C-07

EROSION AND SEDIMENT CONTROL PLAN C-08

PROPOSED NOTE

CURB AND GUTTER

SPILL CURB TRANSITION CURB

DEPRESSED CURB AND GUTTER

X

TYPICAL NOTE TEXT

NEIGHBORINGPROPERTY LINE /

INTERIOR PARCEL LINE

STANDARD DRAWING LEGENDFOR ENTIRE PLAN SET

(NOT TO SCALE)

ONSITE PROPERTYLINE / R.O.W. LINE

EASEMENTLINE

SETBACKLINE

CONCRETE CURB &GUTTER

UTILITY POLEWITH LIGHT

POLELIGHT

TRAFFICLIGHT

UTILITYPOLE

TYPICALLIGHT

ACORNLIGHT

TYPICALSIGN

PARKINGCOUNTS

BORING

BENCHMARK

C

SL

W

E

G

OH

T

OR

E

T

EP

EB

SAN#X#

SANITARYLABEL

STORMLABEL

SANITARY SEWERLATERAL

UNDERGROUNDWATER LINE

UNDERGROUNDELECTRIC LINE

UNDERGROUNDGAS LINE

OVERHEADWIRE

UNDERGROUNDTELEPHONE LINE

UNDERGROUNDCABLE LINE

STORMSEWER

SANITARYSEWER MAIN

HYDRANT

SANITARYMANHOLE

STORMMANHOLE

WATERMETER

WATERVALVE

GASVALVE

GASMETER

TYPICAL ENDSECTION

HEADWALL ORENDWALL

YARDINLET

CURBINLET

CLEANOUT

ELECTRICMANHOLE

TELEPHONEMANHOLE

ELECTRICBOX

ELECTRICPEDESTAL

MONITORINGWELL

TESTPIT

S

D

S

TCBC

516.00515.55

516.00TC

187CONTOURLINE

SPOTELEVATIONS

190

PROPOSED NOTETYPICAL NOTE TEXT

SIDEWALK

C-01

GENERAL NOTES AND LEGEND

4TH STREET, N.E.PUBLIC ALLEY

PENN

STREET, N

.E.

PUBLIC ALLEY

4TH ST

REET, N.E

.

NEW YORK AVENUE, N.E.

S28°35'58"W (M) 310.37' (M)S28°34'00"W (R) 310.54' (R)

LOT 3SQUARE 3587

LANDS OFPNC BANK, N.A.

INSTRUMENT NO. 2005069654 AREA: 37,310 S.F. (M) 37,320 S.F. (R)

LOT 1SQUARE 3594

BOOK 145 PAGE 84

LANDS OFEAJ 401 NEW YORK AVENUE, LLC

INST. NO. 2007137845AREA: 10,000 S.F. (R&M)

S61°24'02"E (M) 20.00' (M&R)S61°26'00"E (R)

N23°59'12"W (M) 20.10' (M)N23°58'42"W (R) 19.92' (R)N28°35'58"E (M) 203.99' (M)

N28°34'00"E (R) 204.07' (R)

S23°5

9'12"E

(M)

107.7

0' (M)

S23°5

8'42"E

(R)

107.5

3' (R)

N61°26'00"W (M&R) 120.00' (M&R)

N66°00'48"E (M) 50.07' (M&R)

N66°01'18"E (R)

N28°35'58"E (M) 119.90' (M)N28°34'00"E (R) 120.0' (R)

S66°01'18"W 100.00' (R&M)

N66°01'18"E 100.00' (R&M)

S23°5

8'42"E

10

0.00'

(R&M

)

N23°58

'42"W

10

0.00'

(R&M

)

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLOD

LOD

LOD

LODLODLODLODLODLODLODLODLODLODLODLODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD

APPROXIMATE LIMITS OFDISTURBANCE = 72,543 SF


PROP. SAWCUT

FUTUREPROPOSEDBUILDING

(NOT A PART)

LOD

LOD

LODLODLODLODLOD

LOD

LOD LOD LOD LOD LOD LOD


11/22/2019

40'


0' 20' 80'

DEMOLITION NARRATIVETHE EXISTING SITE IS MADE UP OF TWO (2) LOTS CONTAINING ONE (1)EXISTING BUILDING IN EACH OF THE LOTS. THE EXISTING SITE ALSOINCLUDES THE AIRSPACE OVER 4TH STREET AT THE FRONTAGES OFTHE TWO AFOREMENTIONED LOTS. THE PROPOSED PROJECTCONSISTS OF THE DEMOLITION OF THE EXISTING BUILDING LOCATEDAT 401 NEW YORK AVE NE AND ASSOCIATED SITE FEATURES, ANDTHE EXISTING BUILDING, PARKING LOT AND ASSOCIATED SITEFEATURES LOCATED AT 1348 4TH STREET NE. EXISTING UTILITIES ONSITE THAT WILL BE AFFECTED BY THE PROPOSED DEMOLITION ANDCONSTRUCTION SHALL BE ABANDONED AND/OR REMOVED AT THETIME OF DEMOLITION. THE EXISTING CONDITIONS IS BASED ONSURVEY DOCUMENTS AND DC WATER GIS.

LEGENDLOD PROP LIMITS OF DISTURBANCE

PROP SAW CUT

C-02

EXISTING CONDITIONSAND DEMOLITION PLAN

MA

TC

HL

INE

- T

HIS

SH

EE

T

MA

TC

HL

INE

- T

HIS

SH

EE

T

EX. ACCESS EASEMENT

W

W

W

W


PENN

STREET, N

.E.

PUBLIC ALLEY

4TH ST

REET, N.E

.


25'

25'26'

26'

70.4'

PROP. FLUSH CURB

PROP. CURB ANDGUTTER

PROP. RAMP (TYP.)

PROP. MIXED USE BUILDINGFFE VARIES

PROP. MIXED USEBUILDING

FFE VARIESLOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLOD

LOD

LOD


LOD

LOD

LOD

LOD

LOD

LOD

LODLOD


LOD

LOD



20.7'


(NOT A PART)



98.6'

5'R 15'R

20'R

20'R

10'R

100'

100'25'

21'

356'

119.9'

99'

98.9'

5'21'

PROP. SAWCUT

PROP. LOADINGENTRANCE

PROP.LOADINGENTRANCE

PROP.MEZZANINE

PROP. ROOFTOPABOVE 4TH STREET

NE

PROP.CANOPY

PROP. WALL

99'

W

W

W W

W


(NOT A PART)

LOD

LOD

LODLODLODLODLOD

LOD



1300 4THSTREET, NE

11/22/2019

40'


0' 20' 80'

SITE PLAN NARRATIVETHE PROPOSED PROJECT INCLUDES THE CONSTRUCTION OFONE BUILDING LOCATED ACROSS TWO LOTS AND THEAIRSPACE ABOVE 4TH STREET NE. THE CONSTRUCTION OFTHESE BUILDINGS INCLUDES THE ASSOCIATED SITE FEATURESAND STREETSCAPE IMPROVEMENTS PER THE UNION MARKETSTREETSCAPE GUIDELINES. THE BUILDING WILL BE CONNECTEDACROSS 4TH STREET NE AND WILL BE LOCATED AT LOT 3 OFSQUARE 3587 AND LOT 1 OF SQUARE 3594.


PROP SAW CUT

MA

TC

HL

INE

- T

HIS

SH

EE

T

MA

TC

HL

INE

- T

HIS

SH

EE

T

EX. ACCESS EASEMENT

EXTENTS OF ROOFTOP

FUTURE PROPOSEDCURB (NOT A PART

C-03

SITE PLAN

W

W

W

W


PENN

STREET, N

.E.

PUBLIC ALLEY

4TH ST

REET, N.E

.


LOT 3SQUARE 3587



LOT 1SQUARE 3594

BOOK 145 PAGE 84


INST. NO. 2007137845AREA: 10,000 S.F. (R&M)

PROP. RAMP (TYP.)

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLOD

LOD

LOD


LOD

LOD

LOD

LOD

LOD

LOD

LODLOD


LOD

LOD



PROP. SAWCUT

W

W

W W

W


(NOT A PART)

FFE 119.00THEORETICAL TC/BHMP 120.53

THEORETICAL G 120.83

97

98 99 100

101

102

103

104

105

106

107

108 109

110

111

112

113

114

115

116

117

118

119

117

116

118

119

120

121

122

FFE 101.00

FFE 106.20 FFE 108.40

FFE 110.08 FFE 112.42

FFE 117.00

FFE 121.00

FFE 118.75

119

118

117

FFE 104.00 FFE 101.00

87 88

FFE 88.50

FFE 87.60 FFE 88.50

PROP. FLUSH CURB

PROP.RISERS (9 RISERS, 6" IN HEIGHT) PROP. RISERS (5 RISERS, 7" IN HEIGHT)

FFE 123.08

89

HP 120.00

115

120

PROP. WALL(HEIGHT VARIES;

MAX HEIGHT OF APPROXIMATELY 31')

4:1 SLOPE

EX. BERM TO BE REMOVED

4.9% 5.8% 6.1% 6.1% 6.1% 5.5% 5.5% 5.5%1.5%

1.5%

1.5%

1.5%

1.5%

1.5%

1.5%

1.5%

1.5%

1.5%

1.5%

1.8%

3.5%

5.0%

5.0%

4.2%

5.0%

1.5%

FFE 112.92 FFE 113.08

LOD

LOD

LODLODLODLODLOD

LOD



1300 4THSTREET, NE

87 88

FFE 87.60

11/22/2019

40'


0' 20' 80'

GRADING PLAN NARRATIVETHE PROJECT WILL MATCH THE EXISTING GRADES AT THELIMITS OF DISTURBANCE. FINISHED FLOOR ELEVATIONS HAVENOT BEEN FINALIZED AT THIS TIME AND WILL BE DETERMINEDWITH FINAL CONSTRUCTION DOCUMENTS.


PROP SAWCUT

MA

TC

HL

INE

- T

HIS

SH

EE

T

MA

TC

HL

INE

- T

HIS

SH

EE

T

C-04

GRADING PLAN

W

W W W W W W W W W W W W W W

W

W

W

W


PENN

STREET, N

.E.

PUBLIC ALLEY

4TH ST

REET, N.E

.


LOT 3SQUARE 3587



LOT 1SQUARE 3594

BOOK 145 PAGE 84


INST. NO. 2007137845AREA: 10,000 S.F. (R&M)

PROP. MIXED USE BUILDINGFFE VARIES

PROP. MIXED USEBUILDING

FFE VARIES


(NOT A PART)

PROP. 15" RCP

SLPROP

. 15"

RCP

SL F

F

SL

SL

PROP. 15" RCP

PROP. STM LATERAL

PROP. COMBINED SEWER MH (TYP.)

PROP. SAN LATERALPROP. STM LATERAL

PROP. SAN LATERAL

PROP. WATER RECONNECTIONTO FUTURE WATER MAIN

PROP. DOMESTICWATER LATERAL

PROP. FIRESERVICE LATERAL

PROP. STM LATERAL

PROP. SAN LATERAL

PROP. FIRE SERVICE LATERAL

PROP. WATER RECONNECTIONTO EXISTING WATER MAIN

WLW

W

F

PROP. TRENCH DRAINW W

W


(NOT A PART)

11/22/2019

40'


0' 20' 80'

UTILITY PLAN NARRATIVETHIS PROPOSED PROJECT INCLUDES THE CONSTRUCTION OFNEW UTILITY INFRASTRUCTURE TO SERVICE THE BUILDING. PROPOSED UTILITY LATERALS SHOWN HEREON AREAPPROXIMATE. FINAL LOCATIONS OF LATERAL CONNECTIONSWILL BE DETERMINED DURING THE FINAL DESIGN OF THEBUILDING AND ASSOCIATED UTILITY ROOM LOCATIONS. ALLPROPOSED UTILITIES WILL RECONNECT INTO THE MAINSLOCATED ALONG 4TH STREET, NE.

FUTURE WATER MAIN INSTALLEDUNDER SEPARATE PERMIT

(NOT A PART)

LEGENDWL PROP DOMESTIC WATER LATERAL

F PROP FIRE SERVICE LATERALPROP STORM LATERAL

SL PROP. SANITARY LATERAL

C-05

UTILITY PLAN

W

W

W

W


PENN

STREET, N

.E.

PUBLIC ALLEY

4TH ST

REET, N.E

.


LOT 3SQUARE 3587



LOT 1SQUARE 3594

BOOK 145 PAGE 84


INST. NO. 2007137845AREA: 10,000 S.F. (R&M)

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLOD

LOD

LOD


LOD

LOD

LOD

LOD

LOD

LOD

LODLOD


LOD

LOD



5'R 15'R

20'R

20'R

10'R

PROP. SAWCUT

PROP. MIXED USEBUILDING ROOFTOP

PROP. MIXED USEBUILDING ROOFTOP

W

W

W W

W

PROP. VEGETATED ROOF (TYP.)

PROP. VEGETATED ROOF(TYP.)

2ND FLOORVEGETATED ROOF

PROP PERMEABLE PAVEMENT

PAVEMENT TO TIE INTO

PAVEMENT AT EDGE OF LOD


(NOT A PART)

LOD

LOD

LODLODLODLODLOD

LOD



1300 4THSTREET, NE

PROP PERMEABLE PAVEMENT

PROP PERMEABLEPAVEMENT TO TIE INTOEXISTING PERMEABLEPAVEMENT AT EDGE OF LOD

11/22/2019

40'


0' 20' 80'

STORMWATER MANAGEMENTNARRATIVETHERE ARE THREE REQUIREMENTS TO SATISFY THE CURRENTSTORMWATER REGULATIONS - THE ON-SITE RETENTION ANDDETENTION VOLUME AND THE PUBLIC RIGHT-OF-WAY (PROW)RETENTION VOLUME. TO SATISFY THE ON-SITE RETENTION VOLUME,THE CURRENT DESIGN INCLUDES PERMEABLE PAVEMENT AND GREENROOFS THAT WILL BE PARTIALLY IRRIGATED USING A CISTERN ANDHAVE VARYING MEDIA DEPTHS. THE LOCATION, SIZE AND DEPTH OFTHE STORMWATER BMP'S WILL BE DETERMINED WITH FINALCONSTRUCTION DOCUMENTS, HOWEVER THE FINAL DESIGN WILLMEET THE REQUIRED STORMWATER RETENTION AND DETENTIONVOLUME. STORMWATER MANAGEMENT WITHIN THE PROW WILL BETREATED TO THE MAXIMUM EXTENT PRACTICABLE.

GREEN AREA RATIO NARRATIVETHE PROPOSED ZONE FOR THE PROJECT IS MU-30, WHICH REQUIRESA GAR SCORE OF .200. TO SATISFY THE GAR REQUIREMENT FOR THEPROPOSED SITE, THE CURRENT DESIGN INCLUDES GREEN ROOFSWITH VARYING MEDIA DEPTHS. THE LOCATION, SIZE AND DEPTH OFTHE GREEN ROOF AREAS WILL BE DETERMINED WITH FINALCONSTRUCTION DOCUMENTS HOWEVER THE FINAL DESIGN WILL MEETTHE REQUIRED GAR OF 0.200.

C-06

STORMWATER MANAGEMENTAND GAR PLAN


PROP SAW CUTEXTENTS OF ROOFTOP

PROP. VEGETATED ROOF

MA

TC

HL

INE

- T

HIS

SH

EE

T

MA

TC

HL

INE

- T

HIS

SH

EE

T

PROP. PERMEABLE PAVEMENT

11/22/2019

40'


0' 20' 80'

C-07

GREEN AREA RATIO WORKSHEET

AND THE 2ND AIR RIGHT LOTMU-30


PENN

STREET, N

.E.

PUBLIC ALLEY

4TH ST

REET, N.E

.


S28°35'58"W (M) 310.37' (M)S28°34'00"W (R) 310.54' (R)

LOT 3SQUARE 3587



LOT 1SQUARE 3594

BOOK 145 PAGE 84


INST. NO. 2007137845AREA: 10,000 S.F. (R&M)

S61°24'02"E (M) 20.00' (M&R)S61°26'00"E (R)

N23°59'12"W (M) 20.10' (M)N23°58'42"W (R) 19.92' (R)N28°35'58"E (M) 203.99' (M)

N28°34'00"E (R) 204.07' (R)

S23°5

9'12"E

(M)

107.7

0' (M)

S23°5

8'42"E

(R)

107.5

3' (R)

N61°26'00"W (M&R) 120.00' (M&R)

N66°00'48"E (M) 50.07' (M&R)

N66°01'18"E (R)

N28°35'58"E (M) 119.90' (M)N28°34'00"E (R) 120.0' (R)

S66°01'18"W 100.00' (R&M)

N66°01'18"E 100.00' (R&M)

S23°5

8'42"E

10

0.00'

(R&M

)

N23°58

'42"W

10

0.00'

(R&M

)

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLOD

LOD

LOD


LOD

LOD

LOD

LOD

LOD

LOD

LODLOD


LOD

LOD



PROP. SAWCUT

SFSFSFSF

SFSF

SFSFSFSFSF

SF SF

SFSF

SFSF

SF SF SF SF SF SF SF SF SF SF SF SF

SF

SF

SF

SF

SF

IP

IP

IP

IP

PROP. INLET PROTECTION TO COVERNEXT DOWNSTREAM INLET

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SCE

SCESAF SF


(NOT A PART)

N61°26'00"W (M&R) 120.00' (M&R)

N28°35'58"E (M) 119.90' (M)N28°34'00"E (R) 120.0' (R)

LOD

LOD

LODLODLODLODLOD

LOD



SFSFSFSFSFSF

SF

SF SF SF

SFSF

11/22/2019

40'


0' 20' 80'

FOR EROSION AND SEDIMENT CONTROL PRACTICES

SYMBOLKEYTITLE

STANDARD SYMBOLS

SCE

INLET PROTECTION IP

EROSION AND SEDIMENTCONTROL NOTESEROSION AND SEDIMENT CONTROL AND RUNOFF PROTECTIONSHALL BE PROVIDED THROUGH DOEE APPROVED PRACTICESDURING ALL PHASES OF CONSTRUCTION. ALL UTILITY WORK SHALLBE COMPLETED IN PHASES AND PLATED AS NEEDED TO COVERTRENCHING. ALL TRENCHING WORK SHALL BE STABILIZED AT THEEND OF EACH WORKING DAY. CONTRACTOR SHALL WORK CLOSELYWITH THE INSPECTOR TO ENSURE AREAS ARE STABILIZED TO DOEESTANDARD.

SCE

SAFETY FENCE

SILT FENCE

SAF

SF SF

STABILIZEDCONSTRUCTIONENTRANCE

C-08

EROSION AND SEDIMENTCONTROL PLAN

MA

TC

HL

INE

- T

HIS

SH

EE

T

MA

TC

HL

INE

- T

HIS

SH

EE

T

green roof plan - rooftop plan l-01l-10

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