36C78619R0052-005.pdf

12" CMP OUTFALL PIPE

INV=350.85

6" HDPE IN

INV=356.16

12" HDPE OUT

INV=354.74

12" HDPE IN

INV=354.58

CATCH BASIN

GRATE=357.08

CATCH BASIN

GRATE=357.66

12" CMP OUT

INV=353.93

F

L

O

W

F

L

O

W

F

L

O

W

CIP

CIP

CURB INLET PROTECTION

(SEE DETAIL SHEET L-102)

CURB INLET PROTECTION

(SEE DETAIL SHEET L-102)

FILTER LOG (179 LF)

(SEE DETAIL SHEET L-102)

BEGIN FILTER LOG

END FILTER LOG

SAWCUT LINE

SAWCUT LINE

CORE DRILL EXISTING STORM

DRAIN PIPE (APPROX INV.OF 12"

CMP AT TIE IN 352.21)

PROPOSED 19LF OF 6"Ø PVC SDR-26

WITH WATER TIGHT CONNECTIONS

CONNECT TO DOWNSPOUT BOOT.

(SEE ARCHITECTURAL PLAN SET FOR DETAIL)

(TYP.)

PROPOSED 7LF OF 8"Ø PVC SDR-26

WITH WATER TIGHT CONNECTIONS

PROPOSED 6"x8" TEE

INV 352.30

PROPOSED 3LF OF 6"Ø PVC SDR-26

WITH WATER TIGHT CONNECTIONS

CONNECT TO DOWNSPOUT BOOT

TEMPORARY RECEIVING PIT

(SEE ELECTRICAL SHEET E2)

TEMPORARY SENDING PIT

(SEE ELECTRICAL SHEET E2)

ELECTRICAL CONDUIT

(SEE ELECTRICAL SHEET E2)

ONLY EXCAVATE A LENGTH OF TRENCH

THAT CAN BE BACKFILLED AND STABILIZED

BY THE END OF EACH SHIFT.

CLEANOUT INVERT 352.35

CLEANOUT INVERT 352.73

TRANSITION FROM 6" PVC TO 8" PVC

EROSION AND SEDIMENTATION

CONTROL DETAILS

LEGEND

BUILDING

PAVEMENT

SIDEWALK / CONCRETE

BUILDING / COMMITTAL SHELTER

PAVEMENT

MAJOR CONTOUR MAJOR CONTOUR

MINOR CONTOURMINOR CONTOUR

EXISTING PROPOSED

STORMWATER / CATCH BASIN

CURB CURB

CURB INLET PROTECTION

FILTER LOG

CIP

SEQUENCE OF CONSTRUCTION FOR BALTIMORE NATIONAL CEMETERY

1. CALL MISS UTILITY 2 WEEKS PRIOR TO START OF CONSTRUCTION.

2. CALL THE CEMETARY DIRECTOR SEVEN DAYS PRIOR TO MOBILIZING ON SITE (410)

644-9696

3. INSTALL INLET PROTECTION.

4. INSTALL SILT LOGS AS SHOWN ON SHEET C-101.

5. DEMO THE SITE AS PER THE DEMOLITION PLANS.

6. EXCAVATE AS NEEDED TO CORE DRILL INTO EXISTING 12” CMP STORM DRAIN PIPE.

USING SADDLE, CONNECT 8" DIAMETER ROOF DRAIN PIPE TO EXISTING CMP PIPE.

7. EXCAVATE TRENCH (DEWATER AS NEEDED) AND INSTALL ROOF DRAIN PIPES, CAP AT

BASE OF COLUMN 6" BELOW FINISH GRADE. AFTER COLUMNS ARE INSTALLED, TIE

PIPES INTO DOWNSPOUT BOOT (SEE ARCHITECTURAL PLANS).

8. INSTALL DRY UTILITIES, STRUCTURE FOUNDATION, AND STRUCTURE.

9. SAWCUT PAVING (AS PER THE DEMOLITION PLAN) AND REMOVE AND REPLACE

EXISTING CURBING, INSTALL SIDEWALK.

10. INSTALL SOD.

11. REMOVE SILT LOGS.

12. REMOVE INLET PROTECTION.

STANDARD EROSION AND SEDIMENT CONTROL NOTES

1. THE CONTRACTOR SHALL CONSTRUCT ALL EROSION AND SEDIMENT CONTROL

MEASURES PER THE PLAN AND CONSTRUCTION SEQUENCE.

2. THE CONTRACTOR SHALL ENSURE THAT ALL RUNOFF FROM DISTURBED AREAS IS

DIRECTED TO THE SEDIMENT CONTROL DEVICES AND SHALL NOT REMOVE ANY

EROSION OR SEDIMENT CONTROL MEASURE WITHOUT PRIOR PERMISSION FROM THE

COORDINATING OFFICERS REPRESENTATIVE.

3. THE CONTRACTOR SHALL PROTECT ALL POINTS OF CONSTRUCTION INGRESS AND

EGRESS TO PREVENT THE DEPOSITION OF MATERIALS ONTO ROADS. ALL MATERIALS

DEPOSITED ONTO ROADS SHALL BE REMOVED IMMEDIATELY.

4. THE CONTRACTOR SHALL INSPECT DAILY AND MAINTAIN CONTINUOUSLY IN AN

EFFECTIVE OPERATING CONDITION ALL EROSION AND SEDIMENT CONTROL MEASURES

UNTIL SUCH TIME AS THEY ARE REMOVED WITH PRIOR PERMISSION FROM THE

COORDINATING OFFICERS REPRESENTATIVE.

5. SEDIMENT CONTROL PRACTICES WILL BE MAINTAINED UNTIL THE ENTIRE

CONTRIBUTING AREA TO THE PRACTICE BEEN PERMANENTLY STABILIZED AND MEETS

THE SATISFACTION OF THE COORDINATING OFFICERS REPRESENTATIVE. SEDIMENT

CONTROLS MAY ONLY BE REMOVED WITH THE AUTHORIZATION OF THE

COORDINATING OFFICERS REPRESENTATIVE.

6. ALL AREAS DISTURBED BY THE REMOVAL OF SEDIMENT CONTROL DEVICES MUST BE

IMMEDIATELY STABILIZED.

7. SURFACE DRAINAGE FLOWS OVER UNSTABILIZED CUT AND FILL SLOPES SHALL BE

CONTROLLED BY EITHER PREVENTING DRAINAGE FLOWS FROM TRAVERSING THE

SLOPES OR BY INSTALLING PROTECTIVE DEVICES TO CONVEY THE WATER

DOWNSLOPE WITHOUT CAUSING EROSION.

8. THE DEVELOPER IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS PRIOR

TO ANY CONSTRUCTION ACTIVITIES. FURTHER, THE ISSUANCE OF A GRADING PERMIT

DOES NOT RELIEVE THE DEVELOPER OF THE RESPONSIBILITY TO OBTAIN ANY

ADDITIONAL LOCAL, STATE OR FEDERAL PERMITS.

Project Number

Building Number

Drawing Number

Project Title

Location: Baltimore National Cemetery 5501 Frederick Ave., Catonsville, Baltimore County, MD 21228

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

100% CONSTRUCTION DOCUMENTS

FINAL

MARCH 25, 2019

NOT SUPPRESSED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

321 4 5 6 7 8 9 10

802-MM18-05

Committal Shelter Project Director

03.25.2019 MFC JMPRevisions: Date:

BALTIMORE NATIONAL CEMETERY

Design Services for Committal Service Shelter Improvements

Office of Construction and Facilities Management

Civil/ Structural/ Electrical Engineer:

KCI Technologies, Inc.

1352 Marrows Road, Suite 100 Newark, Delaware 19711

PH: (302) 731-9176

POC: C. Thomas deLorimier, P.E.

Landscape Architect:

Pashek+MTR, Ltd.

619 E. Ohio St.

Pittsburgh, PA 15212

PH: (412) 321-6362

POC: Kara Roggenkamp

C-101

MLTCTD

C D

M S

P

W i s e m i c h a e l t r z o n k o w s k i d L

E r o s i o n a n d

S e d i m e n t a t i o n

C o n t r o l

P l a n d w g

C

A

M

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text North

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Scale: 1" = 10'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

6" BELOW PIPE

6" ABOVE PIPE

OD

6"

MIN.

6"

MIN.

AASHTO #57 STONE

6" OR 8" PVC SDR-26 (SEE PLAN VIEW)

COMPACTION PER EARTH MOVING SPEC.

31 20 11.

TYPICAL PIPE BEDDING DETAIL

SCALE: NTS

CONCRETE

CLEANOUTS LOCATED IN PAVED AREAS

REQUIRE A LINCOLN BOX, EAST JORDAN

IRON WORKS MODEL #1566 OR

APPROVED EQUAL.

6" PVC SDR-26

TO STORM DRAIN

FROM COMMITTAL SHELTER

45° PVC "Y" BRANCH

AASHTO 57 STONE (SEE PIPE BEDDING

DETAIL THIS SHEET)

BRASS RECESSED

CAP, BRASS LUG &

FERRULE

TYPICAL CLEANOUT DETAIL

SCALE: NTS

PIPE FLOW DIRECTION

6" THICK 57 STONE

SEE ARCHITECTURAL PLANS FOR

SIDEWALK THICKNESS AND BEDDING

EROSION AND SEDIMENTATION

CONTROL DETAILS

Project Number

Building Number

Drawing Number

Project Title

Location: Baltimore National Cemetery 5501 Frederick Ave., Catonsville, Baltimore County, MD 21228

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

100% CONSTRUCTION DOCUMENTS

FINAL

MARCH 25, 2019

NOT SUPPRESSED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

321 4 5 6 7 8 9 10

802-MM18-05

Committal Shelter Project Director

03.25.2019 MFC JMPRevisions: Date:

BALTIMORE NATIONAL CEMETERY

Design Services for Committal Service Shelter Improvements

Office of Construction and Facilities Management

Civil/ Structural/ Electrical Engineer:

KCI Technologies, Inc.

1352 Marrows Road, Suite 100 Newark, Delaware 19711

PH: (302) 731-9176

POC: C. Thomas deLorimier, P.E.

Landscape Architect:

Pashek+MTR, Ltd.

619 E. Ohio St.

Pittsburgh, PA 15212

PH: (412) 321-6362

POC: Kara Roggenkamp

C-102

MLTCTD

C D

M S

P

W i s e m i c h a e l t r z o n k o w s k i d L

E r o s i o n a n d

S e d i m e n t a t i o n

C o n t r o l

D e t a i l s d w g

C

A

M

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot