Attachment A - dgs | Department of General Services NUMBER -DWG NUMBER DETAIL NUMBER 88M-EINGD4T DWG...

Attachment A

Youth Services Center Gymnasium and Courtyard Construction Documents dated

October 12, 2015

VICINITY MAP

Paton.,

LOCATION MAP

PROJECT NO SUBMISSION DATE SHEET NO

LIST OF DRAWINGS

CS-01 COVER SHEET & LIST OF DRAWINGS G-01 APEREVIATChl & SWIICLS 0-02 GENERAL NOTES

ARCHITECTURAL rrEETaUsFTTNLG FLOOR PLAN & SCOPE OF WORK

AE-02 EXISTING FLOOR PLAN & SCOPE OF WORK AD-01 DEMOLITION PLANS & SECTION A01-01 GYNASIUM FLOOR PLAN A01-02 GYMNASIUM ENLARGED PLANS 8 ELEVATION A01-03 ENLARGED ACOUSTICAL PANEL DETAILS A02-01 COLOR SCHEME ELEVATIONS A02-02 COLOR & GRAPHICS SCHEME ELEVATIONS A02-03 COLOR & GRAPHICS SCHEME ELEVATIONS A02-04 COLOR & GRAPHICS SCHEME ELEVATIONS A02-05 COLOR & GRAPHICS SCHEME ELEVATIONS A02-06 BUILDING SECTIONS A04-01 FLOOR PATTERN COLOR SCHEMES POD 1. 2, 3, & 4 004-02 FLOOR PATTERN COLOR & GRAPHICS SCHEMES FOR PODS

5-1 SLOORTUANL 5-2 FLOOR PLAN SECTION S-3 SECTIONS 8 DETAILS

ELKCIRICAL

YOUTH SERVICES CENTER GYMNASIUM

RENOVATION 1000 MOUNT OLIVET ROAD, NE

WASHINGTON, DC 20007

CONSTRUCTION DOCUMENTS OCTOBER 12, 2015

PROJECT TEAM

LANCE BAILEY & ASSOCIATES, INC.

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STRUCRIREL ENGINEER

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GLOBAL ENGINEERING SOLUTION

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DEPARTMENT OF GENERAL SERVICES (OGS)

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E001 ELECTRICAL COVER SHEET E101 GYMNASIUM ELECTRICAL PLAN

OMR evuoiim

ACOUSTICS & AUDIO VISUAL 0X101 GYMNASIUM FLOOR PLAN .501 DETAILS TA000 COVER SHEET TA001 NOTES TA101 GYMNASIUM FLOOR PLAN TA002 NOTES TA501 DETAILS

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COVER SHEET &

LIST OF DRAWINGS

1310 DATE OF ORIGIN: MAY 30, 2015

CS-01

ABBREVIATION

DATE SUBMISSION SCHEDULE

NO DESCRIPTION

-04.11I • REVISION SCHEDULE

Pio crscfsPI104

Lza BRICK MASONRY

r.„:, FIRE RATED CMU WALL ROUGH LUMBER/WOOD BLOCKING 11 (DISCONTINUOUS)

OPRPO PLYWOOD

Elj EARTH BUT INSULATION

1--1 (Sat SCALE)

CARPET

MR] MU TRACE C.MWSORT

CERMAIDdOuAARY TILE

E.,08.1380 *W21 L SLAM (FLANS & SECTIONS)

ROUGH LUMBER/WOOD BLOCKING (CONTINUOUS)

INA RIGID INSULATION

MORTARIGVPSUMIEIFS

I CONCRETE

CMU MASONRY

= GLASS

I-I I DRYWALL PARTMON

KCC C I CAULKING

GRAVEL

REVISION NUMBER

DETAIL NUMBER

- DWG NUMBER DETAIL NUMBER 88M-EINGD4T

DWG NUMBER &ET 6.11.50-INDER WALL SECTION BEE

• INTERIOR ELEVATION NUMBER DETAIL MIMI; DETAIL MARKER

PROJECT:

DYRS GYMNASIUM RENOVATION

1000 MOUNT OLIVET ROAD. NE WASHINGTON, DC 20002

5.-•UT 111.0

ABBREVIATIONS & SYMBOLS

PROJECT NO Mil

OCTOBER 12. 2015

A

LIVKF T1T1E

DWG NUMBER INTENDR eltWall)P1 NUMBER INTERIDIRELEVATKIIAIWIER

— • DOS NUMBER SCALE: NOT TO SCALE

SHEET NO:

E8TEAV;IR ELEVATION NUMBER

/41. )_

DWG. NUMBER

G-01

ABOVE FINISH FLOOR AFF ACCOMODATE ALCOR. ACCOUSTICAL AC ACCOUSTICAL TILE AT. ADJUSTTABLE ADJ. ADJACENT ADJ, ALTERNATE ALT. ALUMINUM ALUM. ANCHOR BOLT AB AND ANGLE APPROXIMATE APPROX. ARCHITECT ARCHT. AREA DRAIN AD. ASBESTOS ASS- ASPHALT ASPH. ASSISTANT ASSIST. ASSOCIATE ASSOC. AT

BASEMENT B-SMT BATHROOM 8 BEAM BM BEARING BRNG BED ROOM BR- BEYOND BYND BITUMINOUS BIT BLOCK BLK BLOCKING BLIM BOARD BD. BOLTS BT. BOTTOM BOT. BOTTOM OF WALL BW. BRICK BRK BUILDING BLDG.

CABINET CAULKING CLKG. CEILING CLNG. CEILING SPACE C CENTER LINE CL, CENTER TO CENTER CC. CERAMIC CER CERAMIC TILE CT, CHANNEL CLEAR CLR CLOSET C /CL. COLUMN COL COMMUNICATION COMM. CONCRETE CONC. CONCRETE MASONRY UNIT GNU. CONDITION COND. CONSTRUCTION CONST. CONTINUOUS CONT. CONTRACTOR CONTR. CONTROL JOINT COOLER CLR COUNSELOR COUNS. COUNTER FLASHING CFLG

DEPTH

OPT. DETAIL

DET. DIAMETER DIMENSION

DIM, DOOR

DR DOWN

ON DOWN SPOUT

DS DRAIN LEADER

DL DRAWING

DWG

EAST EACH

EA ELECTRICAL

ELECT, ELECTRICAL WATER COOLER

EWC.

ELEVATION

EL/ELEV. EMPLOYEE

EMP. EQUAL

ECI EQUIPMENT

EQUIP. EXHAUST

E)CH, EXISTING

EXIST. EXPANSION BOLT

EXP.EIT. EXPANSION JOINT

EJ. EXTERIOR

EXT EXTERIOR INSULATED FINISH

EIFS

SYSTEM

FACE OF COLUMN FE. FACE OF FRAME FF. FACE OF MASONRY FM. FACE OF WALL FW. FINISHED FIN. FIRE EXTINGUISHER FE. FIRE EXTINGUISHER CABINET FEC. FIRE PROOFING FP. FIXTURE FIX. FLASHING 19.86M18 FLOOR

FL. FLOOR DRAIN

FE. FOOT/FEET FT. FOOTING FTG. FOUNDATION FDN. MUM FA. FREEZER FRZR FURNITUREFDMIRE/EOUIPMENT F/F/E.

GALVANIZED GALV. GENERAL GEN. GLASS GL. GRADE GO GYPSUM GYP. GYPSUM WALL BOARD GWB.

HARDWARE

HOW. HANDICAPPED

HC. HIGH POINT

HP. HEIGHT

HGT, HOLLOW METAL

HA HORIZONTAL

HORIZ. HOUR

HR

INCH

YIN SN411J-098

INCL INFORMATION

INFO. IMPACT RESISTANT GYPSUM

IRGB.

BOARD INSIDE DIAMETER/DIMENSION

ID

INSULATION

INSUL INTERIOR

INT.

JANITORS CLOSET

JC. JOINT

JT JUNCTION

JCT.

KITCHEN

K. KITCHEN/LAUNDRY

10L

LAVATORY

LAY. LENGTH, LOUVER LIGHT

LT. LIGHT WEIGHT LOCATION

LOC. LOCKERS

LOC. LOW POINT

LP, LONG LEG VERTICAL

LLV. LAMINATED VENEER LUMBER

LVL

MACHINE

MACH. MANAGER

MGR MANUFACTURE/R

MFR. MASONRY. MASON

MAS. MASONRY OPENING

MO MATERIAL

MAIL MAXIMUM

MAX. MECHANICAL

MECH METAL

METAL, MINIMUM

MIN. MISCELLANEOUS

MISC. MOP BASIN

MB

NORTH NOT TO CONTRACT

NTC NOT TO SCALE

NTS NUMBER

NO IS

ONP

OFF ON CENTER

OC OPENING

OPNG OPPOSITE

OPP ORIENTED STRAND BOARD

OSB

OUTSIDE DIMENSION

OD

PAINT PAINTED PAIR PARAPET PERCENT PLASTIC LAMINATED PLASTIC WALL COATING PLATE PLUMBING PLYWOOD PLATE GLASS POINT POUNDS POUND PER SQUARE INCH PRECAST CONCRETE PROJECTOR

QUARRY TILE

RADIUS RECREAT.ON REFRIGERATOR REINFORCING REQUIRED ROOF ROOF DRAIN ROOM SCHEDULE SECTION SHEET SHOWER SIMILAR SOUTH SPECIFICATION SQUARE SQUARE FOOT/FEET SQUARE INCH START POINT OF THE CEILING STEEL STORAGE STRUCTURE SURFACE

TELEPHONE TEL THRESHOLD THR. THROUGH THRU. TILEITOP T. TOILET TOIL/T TOP OF CURB TC. TOP OF JOIST TJST. TOP OF PARAPET TOP. TOP OF STEEL TOG TON OF WALL TOWMN TOP AND BOTTOM T & B TYPICAL

UNLESS NOTED OTHERWISE UNO.

D GS DOS (DEPARTMENT OF GENERAL SERVICES)

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VAPOR BARRIER

VP. VENTILATION NE NTILATOR

VENT,

VENDING MACHINES

VEND. MACH VERIFIED IN FIELD

VIE VERTICAL

VERT. VESTIBULE

VEST, VINYL COMPOSITE TILE

VCT, WATER CLOSET

WE. WATER PROOF WEIGHT

WT. WEST/WITH

W. WIDE FLANGE

WF \ MDTHIWASHER

W. WITHOUT

WIO WOOD

WD.

MATERIAL INDICATIONS

SYMBOLS

ENT, PTD. on PARA,

KAM PWC PL PLMEG. PLYWO PL GL PT LAS PSI. PRE CONC PROD

0 T.

R. REC. REF. REINF. REQ,D. RF.

RM. SEC. SECT. SHT. SHY. SIM. S. SPEC. SQ. SQ. FT. SO

. IN.

SPC. SR. STOR. STRUC SURF.

HANDICAPPED STANDARD

CHANGE IN ELEVATION OF CEILING, FLOOR ETC

[ 01 I ROOM NUMBER

pt ST EF=TIRTAIN WALL DETAIL

ELEVATION DESIGNATION

GLAZING TYPE

FIXTURE ACCESSORY NUMBER

WALL TYPE

r-A-\ ALIGN

DOOR NUMBER

; - EXISTING DOOR 6 FRAME NUMBER

11 DOOR 6 FRAME NUMBER

SUBMISSION SCHEDULE DATE

NO DESCRIPTION

REVISION SCHEDULE DATE

NO DESCRIPTION

PROJECT


usp WAS

oNw

G O PU2 0U2

2WE

ITN, Od 0

SHEET TITLE:

GENERAL NOTES

P14"T:Nteett0 OCTOBER 12. 2015

SCALE: AS NOTED

SHEET NO:

GENERAL NOTES DGS DGS (DEPARTMENT OF GENERAL SERVICES)

THE FOLLOWING NOTES ARE APPLICABLE FOR THIS PROJECT, PROJECT COMPRISES OF IMPROVEMENTS AT THE 12so U STREET NW GYMNASIUM AND RESIDENTIAL PODS IN THE EXISTING FACILITY, PROJECT CONSISTS OF CML, LANDSCAPING, WASHINGTON, DC 2000 STRUCTURAL, ARCHITECTURAL, ELECTRICAL, AND ACOUSTICAL TECHNOLOGY WORK ONLY.

1. SEE VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS INDICATED ON EXISTING CONDITIONS DRAWINGS. PRIOR TO FABRICATION AND/OR INSTALLATION OF THE NEW WORD UNDER THIS CONTRACT.

ABBREVIATIONS THROUGHOUT THE CONTRACT DOCUMENTS ARE TO BE READ SIMILARLY WITH OR WITHOUT PERIODS OR APOSTROPHES WITHIN THE ABBREVIATION

ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH LOCAL AND NATIONAL CODES AND STANDARDS. ANY ITEMS REVISED IN THE CONTRACT DUCUMENTS THAT CONFLICT WITH CODES ARE TO BE NOTED PRIOR TO BIDS

LANCE BAILEY 8. ASSOCIATES 000 SEP..% AVENUE NW WASHINGTON. DO 20012 T: 105 505.201

ST RUCTUF01 ENGINEER

ITEMS AND CONDITIONS NOTED OR DETAILED ARE APPLICABLE AND BINDING TO SIMILAR CONDTRONS ON ALL DRAWINGS. FOR CONDITIONS NOT NOTED OR DETAILED. CONTRACTOR SHALL PROVIDE MATERIAL AND LABOR OF EQUAL OUAUTY AND PERFORMANCE TO OTHER SIMILAR CONDITIONS ON THE JOB.

ACV G S

5 REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL NOTES PERTAINING TO THEIR PARTICULAR TRADES AND FIELD CON UM EX

SULTINECUTIVE KLEMM

TRUCTURAL ENGINEER

CHECK AGAINST ANY CONFLICTS BETWEEN DRAWINGS GENERAL CONTRACTOR SHALL COORDINATE, WORK OF ALL NORTN 33

"1""••133

MD 1052.00 TRADES & REPORT TO THE ARCHITECT ANY CONFLICTS BETWEEN EXISTING CONDITIONS AND NEW WORK, PRIOR TO I N.M. ..I.214 THE FABRICATION AND INSTALLATION OF NEW WORK ••••••••••••••

6 ANY AREAS OR SPACES NOT CLEARLY DEFINED OR INDICATED BY NOTES SHALL BE REVIEWED WITH THE ARCHITECT PRIOR TO PROCEEDING WITH ASSUMPTIONS. BIDS ARE TO ACCOMMODATE MOST STRINGENT SCENARIO/OPTION/ASSUMPTION.

El ECTRICAL ENGINEER

ELECTRICAL SWITCHES, OUTLETS OR OTHER WALL MOUNTED ACCESSORIES SHALL BE INSTALLED IN LOCATIONS GE.-7AIVENGINEERING SOLUTION WHICH ARE SHOWN ON DRAWINGS CONTRACTOR TO COORDINATE LOCATIONS PRIOR TO FABRICATION AND 505 WISCONSIN MENDE NW. SUER 300 INSTALLATION OF ANY RELATED ITEMS IN CASE OFAMBIGUITY CONSULT WITH THE ARCHITECT. WASHINGTON OD 20015

5262,10.055 F 5102096-017

8 ELECTRICAL SWITCHES, THERMOSTATS. EXPOSED ELECT. ITEMS OR OTHER ELECTRONIC CONTROLS IN THE NEW WORK SHALL BE MOUNTED AT THE SAME HEIGHT FROM FLOOR AS EXISTING IN A UNIFORM ORDERLY FASHION. ALL SUCH ITEMS ARE SHOWN ON DWGS EXISTING LOCATION OF ALL ITEMS ARE TO BE CONFIRMED WITH ARCHITECT ON WE PRIOR TO INSTALLATION.

9 ALL COLORS AND FINISH MATERIALS TO BE APPROVED BY THE OWNER AND THE ARCHITECT BIDS ARE TO ACCOMMODATE SELECTION FROM MANUFACTURERS FULL RANGE OF COLORS, FINISHES AND FABRICATION.

10 DIMENSIONS FOR ALL WALLS SHOWN ON PLANS ARE NOMINAL THE CONTRACTOR SHALL USE ACTUAL DIMENSIONS SHOWN ON WALL TYPES SHEET FOR CONSTRUCTION. DO NOT SCALE DRAWINGS.

11 DIMENSIONS AT MASONRY WALLS ARE TO FACE OF WALL, U.0 N.

12. CONTRACTOR SHALL APPLY FOR PAY FOR, AND OBTAIN ALL NECESSARY PERMITS OTHER THAN THE BUILDING PERMIT.

13. ALL SURFACES EXPOSED TO VIEW MUST BE PRIMED AND PAINTED, UNLESS OTHERWISE NOTED

14. CONTRACTOR SHALL DISCONNECT AND CAP ALL UTILITIES THAT VOL BE AFFECTED BY WORK UNDER THIS CONTRACT PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. RECONNECT AS REQUIRED FOR FULLY FUNCTIONING SYSTEMS

15 CONTRACTOR SHALL PROTECT EXISTING BUILDING AND ELEMENTS PROM DAMAGE DURING DEMOLITION AND CONSTRUCTION UNDER THIS CONTRACT. IN CASE OF ANY DAMAGE, CONTRACTOR SHALL CORRECT THE DAMAGE TO THE SATISFACTION OF THE ARCHITECT AND THE OWNER AT NO COST TO THE OWNER

16 WHERE EXISTING FLOORING IS REPLACED BY NEW FLOORING, CONTRACTOR SHALL REMOVE EXISTING FLOORING ADHESIVES AND IMPERFECTIONS IN THE EXISTING FLOOR BY GRINDING THE FLOOR SLAB TO AN ABSOLUTELY FLAT SURFACE AND PROVIDING CONCRETE LEVELERS TO ACHIEVE A LEVEL, PLUMB, FLAT FINISHED FLOOR

17 UNLESS NOTED AS EXISTING OR RELOCATED, ALL CONSTRUCTION IS TO BE ASSUMED NEW AND FURNISHED AND INSTALLED BY THE CONTRACTOR_

18 ALL WORK SHALL BE IN COMPLIANCE WITH ALL APPLICABLE CODES AND GOVERNMENT REGULATIONS INCLUDING BUT NOT LIMITED TO: IBC 2012. WHERE SPECIFIED OR INDICATED REQUIREMENTS OF MORE CURRENT VERSIONS OF CODES, REGULATIONS, ETC. CONFLICT WITH THAT OF THE DC GOVERNMENT THE MOST STRINGENT OF THE TWO SHALL GOVERN.

19 CONTRACTOR TO BECOME FULLY FAMILIAR WITH CONTRACT DOCUMENTS PRIOR TO BIDDING. ANY ABBREVIATIONS, TYPOS. LANGUAGE MIS-USES, UNFAMILIAR TEXT. NOTES. WORDINESS, DETAILS, ETC NOT UNDERSTOOD SHOULD BE BROUGHT TO THE CONTRACTING OFFICER'S ATTENTION PRIOR TO BIDDING.

20. DRAWINGS ARE TO PROVIDED FOR DESIGN INTENT. CONTRACTORS BID SHALL INCLUDE VERIFYING EXISTING CONDMONS AND MAKING NECESSARY ADJUSTMENTS TO THE SATISFACTION OF THE OWNER/ARCHITECT.

21. COORDINATE STTE ACCESS, STAGING, STORING, MATERIALS, WORK HOURS, WITH THE DGS PROJECT MANAGER PRIOR TO BIDDING

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ADOUSMCAL CCNSULTAMT

POLYSONICS 105 BELLE MP LANE WARRENTON, 010 1, W05 SID-005 F: (50,149015

G-02

ARCHIlECT

LEGEND GENERAL SCOPE OF WORK

RESIDENCE POD 1 FLOORING & FLOOR BASE: EXISTING FLOORING TO BE REMOVED AND

TO BE PREPARED FOR RUBBER TILES FLOORING.

2. MISCELLANEOUS: ALL INTERIOR WALLS DOORS & FRAME IN PODS AREA TO BE PAINTED

NOTE SEFinIii,nfirinnZnITRIZOMAtriXER.

_ . •- to 0 o ,.

_

EXISTING

0 FIRST FLOOR PLAN SCALE 1/16,1,0'

* * *

DGS DOS (DEPARTMENT OF GENERAL SERVICES) 1750 LI STREET. NW W.KHGTON DC 211009

NMI LANCE BAILEY B ASSOCIATES ISIMCCORMI.Lvi,

1. &WNW. Pi WI 1.42..,1

SIRUCTURAL EN3INEER

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POLYSONICS .4.14.11 Moo .01.112•ITIVM2.111. ▪ 11.1 f. 4. ..111.00.

IUMMILIKIS.141.111,1g DATE

NO DESCRIPTION


NO DESCRIPTION

PROJECT:


1000 MOUNT OLIVET ROAD, NE WASHINGTON, DC 20002

SHEET TITLE:

EXISTING FLOOR PLAN & SCOPE OF WORK

AE.011f1E.01

PROJECT NO: 1310

OCTOBER 12, 2015

SCALE: AS NOTED

SHEET NO:

AE-01


SHEET TITLE:


EXISTING

O SECOND FLOOR PLAN =ALE MISW-0.

PROJECT NO: 1310

OCTOBER 12,2015

SCALE: AS NOTED

SHEET NO:

AE-02

LEGEND SCOPE OF WORK

L-1--Mgar6irmer—ussrm-raangsparravrotsxo— TO BE PREPARED FOR RUBBER TILES FLOORING

2 MISCELLANEOUS: ALL INTERIOR WALLS DOORS P. FRAME IN POD AREA TO BE PAINTED

GYMNASIUM 1. ACOUSTICAL PANELS

PROVIDE ACCOUSTICAL PANELS AT ALL GYM. WALLS.

2 STAGE:

WALL MOUNTED RETRACTABLE STAGE SHALL BE PROVIDED

3 BASKETBALL HOOP:

ADDITIONAL 4 BASKETBALL HOOPS SHALL BE PROVIDED AT GYMNASIUM 2 EXISTING BASKET HOOPS TO BE REPLACED.

4. DIVIDER CURTAIN:

PROVIDE ELECTRICALLY OPERATED SPACE DIVIDER

5 WALLS:

PAINT ALL EXPOSED GYMNASIUM WALLS, DOORS FRAMES

6 LIGHTING:

PROVIDE LIGHTING FOR THE STAGE. PROVIDE LED STRIP LIGHTS AT SPECIFIC NEW AC..27uSTICAL PANEL LOGATi76. DIES. AXE SO SE CONTROLLED BY DYRS WITH THE ABILITY TO CHANGE LIGHTING COLORS CEILING FIXTURES WILL REMAIN BUT LIGHT BULBS WILL BE REPLACED WITH ENERGY EFFICIENT LED BULBS.

7 FLOORING:

EXISTING FLOORING TO BE REFINISHED. STAINED, AND NEW STRIPING TO BE PROVIDED FOR THE BASKETBALL COURT COORDINATE WITH DYRS FOR CENTER COURT LOGO/GRAPHIC

WE1GHT RCM!. ADDTIIPML STMMLESS STEEL MESIDA NAIL SE PROVIDED

STRUCTURAL ELEMENTS

EXISTING WALL BETWEEN THE COURTYARD I COURTYARD 2

NOTE SEE STRUCTURAL DRAWINGS FOR DETAILS

DGS DGS (DEPARTMENT OF GENERAL SERVICES) usa U STREET NW, WKRINGTON 0.0300

I I I LANCE BAILEY & ASSOCIATES MOO GEORGIA AVENLE. WOLSHINGTON DO MIR

(901)56.2283 ,301,50,5-2307

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SUBMISSION SCHEDULE

Put NO DESCRIPTION

REVISION SCHEDULE

DATE

NO DESCRIPTION

PROJECT:


W41.0

— rye 2

7c,

•

SHEET NO:

AD-01 DEMOLITION TYPICAL AT

SECTIONAL ELEVATION ri) vermur

DEMOLITION PLANS AT

FIRST & SECOND LEVEL (-2—\

0 SCALE: 1/16,1.-0. AD.OdA9-01

GYMNASIUM FLOOR PLAN

^ DEMOLITION SCALE: 1/8,1.-0.

LEGEND

-411011T17 DEMOUSHED

:INar„loCgrl FINISH

E), ISSTEING FLOORIR FINISH T ED

EXISTING ACOUSTICAL PANEL TO BE DEMOLISHED (ALL SIDES)

DENOUTION NOTES: GENERAL: 1 BEFORE STARTING DEMOLMON, WALK THE SPACE WITH THE ARCHITECT TO EXPLAIN THE PROCESS AND

PROCEDURE OF DEMOLISHING THE ITEMS DESIGNATED TO BE DEMOLISHED AND REMOVED. 2 PROTECT WALLS, CEILINGS AND FLOORS AROUND THE DEMOLITION AREAS WITH SUITABLE MATERIALS SUCH AS

PLYWOOD, CLOTH AND PLASTIC TO PREVENT FROM DAMAGE DURING DEMOLITION 3 IN CASE OF DAMAGE TO FINISHES AND SURFACES OF THE ITEMS TO REMAIN, CONTRACTOR SHALL REPAIR AND FIX

DAMAGED ITEMS WITH NEW TO MATCH THE EXISTING AT NO ADDITIONAL COST TO THE OWNER AND ACCEPTAHLZ TOT1+ SEAL PROJECT WORK AREA FROM OTHER AREAS OF THE BUILDING TO PREVENT DUST TRAVELLING OUTSIDE OF THE WORK AREA

WiMaPt RESCZYCE PCOS. REMOVE EC9,1NG E111-.E MO FLOOR OtosHE-5 CUM CONCRETE 91•01.04101 OP ADRE.10.ta, SEALANTS OR MASTIC TO ALEALL.F..D SMOOTH PEMBA ACC,J.,,,,a_E 701HE NB/ 15E MANIOACIURERANSTPLLER

1 GYMNASIUM: PROTECT ALL VERTICAL SURFACES AND SEAL OFF ALL VENTILATION SYSTEMS TO PREVENT AIRBORNE CONTAMINATES GETTING INTO ADJACEMENT AREAS.

• DEMOLISH EXISTING ACOUSTICS WALL PANELS ON COMPLETION OF PANELS REMOVAL, ASK ARCHITECT TO INSPECT THE FRAMING TO DETERMINE IF THEY CAN BE USED IF NOT REMOVE ALL FRAMING AND SUPPORTS AT THE GYMNASIUM WALLS COVER AND PROTECT SURROUNDING WALLS, FLOORING AND CEILINGS FROM DAMAGE DURING DEMOLITION

® DEMOUSH EXISTING BASKETBALL HOOPS AND SUPPORTS.

O REMOVE EAS-r.NOILASE ON NJ. WALLS. OCGWIS AIRENR MES

• REMOVE ALL CEILING LIGHT BULBS, ALL CEILING LIGHT FIXTURES WILL REMAIN IN PLACE TO RECEIVE NEW BULBS.

INSPECT GYMNASIUM FLOOR fai MIMEO WCCO. MOP SPEARS TO GYM ROOK Vinua Be OCHE It A 11Al1KER AS TO MATCH THE EXISTING FLOORING AS CLOSE AS POSSIBLE.

QB SAND GYM FLOOR USING THE COARSE. MEDIUM AND FINE SANDING MACHINES TO REMOVE THE EXISTING FINISH AND THE FLOOR SURFACE IS COMPLETELY SMOOTH AND ACCEPTABLE TO RE-FINISH MATERIAL MANUFACTURER'S SATISFACTION SCREEN AND VACUUM THE FLOOR TO ENSURE IT FREE FROM ALL DUST PARTICLES. PROVIDE FLOOR FINISH REMOVAL SPECIFICATIONS TO THE ARCHITECT WITH COMPLETE DETAILS ON SANDING OPERATION, NUMBER OF SANDINGS, TYPE OF SANDERS, BUFFERS, GRITS AND VACUUMING PROCESS OBTAIN ARCHITECT'S WRITTEN APPROVAL PRIOR TO STARTING THE FINISH REMOVAL WORK

C. WEIGHT ROOM: g REMOVE EXISTING PANELS AND EQUIPMENT ON THE WALLS.

ALL SIDES OF WALLS TO BE PATCHED, CLEANED FOR PAINTING.

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D GS DG▪ S (DEPARTMENT OF GENERAL SERVICES)

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PCILYSONICS FOS BELLE UWE WARRENWA MINS T. (5.0)311,988 F: ,50,1-0901:1

SUBMISSION SCHEDULE

NO DESCRIPTION

REVISION SCHEDULE — DATE

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NO DESCRIPTION

PROJECT.


1000 MOUNT OLIVET ROAD, NE •64.11.1.16104. CC KW

SHEET TITLE

DEMOLITION PLANS 8.

SECTION

PROJECT NO: 131D

OCTOBER 12, 2015

SCALE: AS NOTED

• • Phi 411 AvIT tc.r.17;1.17.-

DATE A0T..414pti REVISION SCHEDULE Np IMLISCIUKDON

A01-02..b01-01

A01-01 GYMNASIUM

O FLOOR PLAN SCALE: 1/9,1,0"

WALL/PARTITION SCHEDULE W01 718. FURING CHANEL WITH 3/, WOOD-PLASTIC COMPOSITE PANEL ANCHORED TO EXISTING CMU WALL (STARTS H=8.4' AFF) WO2 1 117X, METAL STUD WITH 3/4' WOOD-PLASTIC COMPOSITE PANEL. W03 NEW PAINTING ON EXISTING WALL

ACOUSTICS PANEL A01 1 1 /2. ACOUSTIC PANEL

EQUIPMENT ECM E02

BASKETBALL HOOP DIVIDER CURTAIN

SPALDING DRAPER

WALL SUSPENDED TOP ROLL DIVIDER, BOTTOM OF THE CURTAIN SHALL BE OPEOUE

EDT EON

STAGE ACOUSTICAL WALL PANEL

SHERIDON AUDIMUTE

RETRACTABLE STAGE 2.04' COLORED ACOUSTICAL PANEL

EON ECM

WALL PADING COLUMN PAGING

SPALDING SPALDING

WALL SAFETY GUARD COLUMN SAFETY GUARD

E07 MIRROR POLISHED STAINLESS STEEL MIRROR ANCHORED TO EXISTING WALL

FLOOR PDi PUB NEW STRFPLND PER STANDARD

EQUIPMENT LIST AND NEW WORK NOTES: GENERAL: 1. PRIOR TO DEVELOPING SHOP DRANANGS, REVIEW DRAWINGS, SITE CONDITIONS AND DIMENSIONS FOR EACH EQUIPMENT TO ASSURE WHAT IS SPECIFIED AND

INDICATED ON THE DRAWINGS THAT WILL FIT IN THE SPACE AVAILABLE FOR IT. IN CASE OF ANY ISSUE, CONTACT THE ARCHITECT IMMEDIATELY TO OBTAIN CLARITY AND SOLUTION

BASKETBALL HOOP (al): 2 BASKETBALL HOOP SHALL BE WALL-BRACED FOLD UP BACKSTOP AS MANUFACTURED BY SPALDING EOUPMENT COMPANY OR EQUAL APPROVED BY THE ARCHITECT 3 FIELD VERIFY STRUCTURAL SUPPORTS AND LENGTH FROM WALL REQUIRED FOR EACH BACKBOARD AND HOOP FRAMING. 4. SUBMIT SHOP DRAWINGS WITH DIMENSIONS AND DETAILS FOR ARCHITECTS REVIEW AND APPROVAL DIVIDER CURTAIN (E02): 5. DIVIDER CURTAIN SHALL BE ROLL-UP TYPE, VINYL CURTAIN SU WIDE AND 20' HIGH AS MANUFACTURED BY DRAPER INC LOWER PORTION SOLID VINYL COATED

POLYSTER, UPPER PORTION SHALL BE VINYL COATED POLYSTER MESH OR EQUAL APPROVED BY THE ARCHITECT 6. FIELD VERIFY STRUCTURAL SUPPORTS AND HEIGHT OF THE CURTAIN 7 SUBMIT SHOP DRAWINGS WITH DIMENSIONS AND DETAILS FOR ARCHITECT'S REVIEW AND APPROVAL. RETRACTABLE STAGE EO3): B. RETRACTABLE STAGE SHALL BE 18'X10 IN SIZE RS-2 RECESSED TYPE AS MANUFACTURED BY SHERIDON SEATING INC OR EQUAL APPROVED BY THE ARCHITECT 9. FIELD VERIFY CONDITIONS FOR INSTALLATION AND OPERATION. 10. STAGE SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND FINAL SHOP DRAWINGS. TOP OF THE STAGE SHALL BE CARPET TILE FINISH. 11. OPERATION SHALL BE ELECTRICALLY POWERED WINCHING MECHANISM FOR RETRACTING INTO WALL POWER OUTLET AND SWITCH LOCATION MUST BE AT THE

MANUFACTURERS RECOMMENDED LOCATIONS 12 STAGE SURFACE SHALL BE CARPETING, COLOR AS SELECTED BY THE ARCHITECT. SKIRTING SHAL BE FABRIC SKIRT BOARD 13 SUBMIT MANUFACTURER'S SHOP DRAWINGS WITH DIMENSIONS AND DETAILS OF INSTALLATION FOR ARCHITECT'S REVIEW AND APPROVAL ACOUSTICAL WALL PANELS )E04): 14. ACOUSTICAL WALL PANELS SHALL BE AS MANUFACTURED BY AUDIMUTE INC OR EQUAL APPROVED BY THE ARCHITECT. 15 FIELD VERIFY CONDITIONS FOR INSTALLATION 16 SUBMIT SHOP DRAWINGS WITH DIMENSIONS AND DETAILS OF INSTALLATION FOR ARCHITECTS REVIEW AND APPROVAL. WALL AND COLUMN PADDINGS (E05 & EDO. 17 WALL AND COLUMN PUDDINGS SHALL BE AS MANUFACTURED BY SPALDING EQUIPMENT CO. OR EQUAL APPROVED BY THE ARCHITECT 18 SUBMIT SHOP DRAWINGS WITH DIMENSIONS AND DETAILS OF INSTALLATION FOR ARCHITECTS RENEW AND APPROVAL MIRROR (E07): 19. MIRROR SHALL BE AS MANUFACTURED BY SPALDING EQUIPMENT CO OR EQUAL APPROVED BY THE ARCHITECT. 20 MIRROR SHALL BE 4%3' FRAMELESS ROUNDED EDGE POLISHED STAINLESS STEEL MIRROR. 21 INSTALL ON THE MASORY WALL AT LOCATION INDICATED ON THE DRAWINGS OR SPECIFIED GYM FLOOR RE-FINISHING (F01 & F02): 22. GYM FLOOR RE-FINISHING AND LINE MARKING MATERIALS SHALL BE AS MANUFACTURED BY SIKA CORPORATION SPORT FLOOR 350 FINISH OR EQUAL APPROVED BY

THE ARCHITECT 13 SUBMIT MANUFACTURERS PRODUCT DATA SHEETS, MATERIAL SAFETY DATA SHEETS. AND RECOMMENDED INSTALLATION INSTRUCTIONS FOR ARCHITECTS REVIEW

AND APPROVAL PRIOR TO PROCURING MATERIALS 24. PREPARE SURFACE IN ACCORDANCE TO FINISH MANUFACTURER'S DIRECTIONS AND APPLY FLOOR FINISH IN ACCORDANCE TO FINISH MANUFACTURER'S DIRECTION. 25. PROTECT ALL VERTICAL SURFACES AND SEAL OFF ALL VENTILATION SYSTEM TO PREVENT AIRBORNE CONTAMINATES DR. FOLLOW MANUFACTURER'S RECOMMENDATIONS ON URETHANE COAT SEALER AND CURING 27. PAINT NEW GAME LINES AS INDICATED ON THE DRAWINGS 2B ON COMPLETION, CLEAN UP ALL AREAS AND SURFAQCES OF DUST, DIRT AND RUBBISH WALL SAFETY PAD: 29. PROVIDE WALL SAFETY PAD AT ALL EXISTING BUMPOUTS COLUMN PROJECTIONS 30. PROVIDE 15' WIDE SAFETY PAD AT THE CENTER OF ALL BASKETBALL HOOP AT ALL WALLS 31, PROVIDE SAFETY PAD AT BACK OF RETRACTABLE STAGE WHILE STANDING UP. PAD MUST BE REMOVABLE ONLY AT THE STAGE GYMNASIUM FLOOR BASE: 32. PROVIDE VINYL BASE AT WALLS IN THE GYMNASIUM PODS: 33. SEE DRAWINGS A04-01 FOR FLOOR FINISH AND PATTERNS. 34, PROVIDE NEW HIGH VINYL BASE.

* * *

DGS DOS (DEPARTMENT OF GENERAL SERVICES) 1250 U STREET NV,/ WASHINGTON, 0,20009

bA.Q.NE.

PPII

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ACOUSTICAL CONSULTANT

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(5.10)1.1-4088 F.,S4011,1-090.

SUBMISSION SCHEDULE NO DESCRIPTION

PROJECT:


1000 MOUNT OLIVET ROAD, NE 101.9[Itia co% 00 7:00

SHEET TIRE

GYMNASIUM

FLOOR PLAN

PROJECT NO: 1310

OCTOBER 12, 2015

SCALE: AS NOTED

DIECT/01

ARCHITECT

NOTE: 01 ALL WOOD PLASTIC COMPOSITE PANEL SHALL BE ATTACHED

TO STUD WITH SCREWS

02 VERIFY WITH POLYSONICS ON PANELS AND ATTACHMENT DETAIL

PIT - LANCE BAILEY & ASSOCIATES %ammo mum WAS.STON.00200. , (901)58.289 F: (901).5.2M7

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NO DESCRIPTION

FIEPINfotisctvx.-E .ATE

NO DESCRIPTION


ENLARGED REFLECTED CEILING PLAN 2

SCALE: 3/r-1,01 A01-011001-02

PROJECT:


1000 MOUNT OLIVET ROAD NE WASHINGTON, DC 20002

SHEET TITLE:

GYMNASIUM ENLARGED PLANS & ELEVATION

PROJECT NO: 1310

OCTOBER 12, 2015

0C133-M AS NOTED

A01 -0:11t01 -02 SCALE: 1/2101,01

A01001-02

If GYMNASIUM ENLARGED

O FLOOR PLAN SCALE: 3/41=1.-01

5 WOOD PLASTIC COMPOSED

COLUMN SAFIEY PAOCIkl,

ACOUSTIC PANEL ABOVE

43

ISAASISA0 ABOVE METAL

5 I& WOOD PLASTIC COMPOSITE NIEL

IA, • A01-03

RETRACTABLE STAGE

EXISTING EMU W

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pow. *

DGS DGS (DEPARTMENT OF GENERAL SERVICES)

U STREET NW

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D _G _S DGS-i77E'PARTMENT OF GENERAL SERVICES)

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maxnamecIrAnns POLYSONICS

Mum) ...EATTeNLAAM Tads1.1.4.1• 010.0.N.


NO DESCRIPTION


NO DESCRIPTION

PROJECT.



SHEET TITLE:

ENLARGED ACOUSTICS PANEL DETAILS

PROJECT NO: 1310

OCTOBER 12, 2015

SCALE: ASJCIED

SHEET NO:

AO 1 -03

"—UMW

EMSTITE5 MMICWKLYALL

— Sr 0. PLYWOOD CLOSURE PIECE (PAINTED TO MATCH WALL COLOR)

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ACOUSTICS PANEL

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(7) rabot:"14.1

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A01A3 A01-03

TOP OF BULKHEAD

ACOUSTICS PANEL BEYOND

TOP CF litILIO4EAD

/1" =CO PLASTIC COMPOSITE PANEL

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A01-001-03

SECTION SCALE: 34=1,

A01-0 A01-03 SCALE: 6,1,0-

•

SAFETY PAD EXISTING CMU WALL

RETRACTMELE STAGE AT FOLDED

RETRACTABLE STAGE

SEE SECTION 3/A06-01 FOR MORE INFO

ABt- 1.4,03

EXISTING CMU WALL

RETRACTABLE STAGE AT OPENED

RETRACTABLE STAGE

TEP—OTT/L/LEMEAET

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METAL

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CONTINUOUS Z CLIP ATTACHED TO PLYWOOD AND ACOUSTICS PMIEL

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DETAIL

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* * *

D G S DOS (DEPARTMENT OF GENERAL SERVICES) IMO LI STREET. NW WASMXGTON, DC MOO

ARCIIITECT

LANCE BAILEY & ASSOCIATES MOO GEORGIA AVM, NW WASI.GrOX. 0.17112

ROV)50.5-27133 ,301,565-2297

SITZUR.URAL ENGINEER

MGV

COLOR SCHEME WEST ELEVATION

SCALE: 1/8,1,01 SCALE: 1/0,14' A02-01 I A02-01

COLOR SCHEME NORTH ELEVATION 3

A02-01j0.02-01 SUBMISSION SCHEDULE DATE

NO DESCRIPTION

REVISION SCHEDULE

NO DESCRIPTOR

PROJECT:


1000 MOUNT OUVET ROAD. NE WwvIOSGT N. DC 20W3

sir TITLE

COLOR SCHEME ELEVATIONS

COLOR SCHEME SOUTH ELEVATION SCALE VI,I,R1

COLOR SCHEME EAST ELEVATION (Th SCALE: 1/6,1.-0.

PROJECT NO: 1310 A02-01d/I.02-01

OCTOBER 12, 2015

SCALE: AS NOTED

NOTE: 01 ALL— +4.S. (INDICATIVE) PROJECTED TILES SHALL HAVE

STRIP LIGHTING ABOVE THE TILE SEE DWG 3/A01-03, A02-02 TO A02-05 02 SEE STRUCTURAL DRAWINGS FOR SPACE DIVIDER CURTAIN FRAMING

FOR SUPPORTS ADD STRUCTURAL FRAMING FOR HOOPS, 3 SEE ELECTRICAL DRAWINGS FOR ELECTRICAL WORE

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CONSULTANT

POLYSONICS /OS BELLE UWE WPT1.

-E V

FM: (5

O0 )341003

SHEET NP.

A02-01

* * *

DGS DGS (DEPARTMENT OF GENERAL SERVICES) 1250 STREET. NW WASHINOTON NC 2000.

1.1OMIN•r•

PRI LANCE BAILEY & ASSOCIATES .19010a.a‘NOPM

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STIGENJOAL ENGINEER

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COLOR SCHEME

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NO DESCRIPTION


NO DESCRIPTION

PROJECT:


1000 MOUNT OLIVET ROAD NE WASHINGTON, DC 20002

SHEET TITLE:

COLOR & GRAPHICS SCHEME

ELEVATIONS

PROJECT NO: 1310

OCTOBER 12, 2015

SCALE: &SNIPED

SHEET NO:

A02-02 A02-0F.102-02

LEGEND

•••-••STgIP LiCaraNa

/^ BMW aitp ,SWOT Pia II

I

SAFETY PAD

A02-0.2A02-02

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TILE ORANGE I1 1/2,)

MC MOM W.!

WAI,LPAINT GREY

WALL PAINT PURPLE

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NO DESCRIPTION

DGS DOS (DEPARTMENT OF GENERAL SERVICES) IND 1.13,M71

IX,P1•I. 67R1P LIEMR1BG

Fr•FINNO Ir 1M1 ••t• Ihi ld II 81 Is

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A02-002-03

COLOR SCHEME NORTH ELEVATION SCALE:1/4,W

SAFETYI.NS

LEGEND

04 TILE YELLOW (4112'+) 03 WALL PAINT PURPLE 0 II

LANCE BAILEY & ASSOCIATES

444.44. PP34...4 • roa.

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,202,21.-ISAS F: R02)2885051


PEI LY S ONICS imitihgamOue omigootnok.•

(540)111,1910 (5,10,1-0904

SUBMISSION SCHEDULE DAM

NO DESCRIPTION

PROJECT:


1000 MOUNT OLIVET ROAD, NE weASH(210E0m.C2D 85S2.

SHEET TITLE:

COLOR & GRAPHICS SCHEME ELEVATIONS

OCAit AS NOTED

PROJECT NO: 1310

OCTOBER 12, 2013

SHEET NO:

A02-03

05 TILE ORANGE It

7 °5

TILE PURPLE (T+)

1 07 WALL PANT ORE,

TILE GREY DARK

I UI IRE CAE,

1,77571 02

SHEET NO:

A02-04 COLOR SCHEME EAST ELEVATION SCALE LWOW' A0244.1t02-0,1

LEGEND

TILE BLUE (6,)

TILE ,ELLPY/1114,)

TILE ORANGE (1 1/2,)

TILE PURPLE W.)

WALL PAINT GREY

WALL PAINT PURPLE

I

—111111111111111.

UWIER

* * *

D GS DOS (DEPARTMENT OF GENERAL SERVICES) 1.1•111WIT.XX •••••••70:01. CC NM

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GHAPHICS SCHEME EAST ELEVATION SCALE.

N▪ O DESCRIPTION

gE4L". 4611611LE

NO DESCRIPTION

PROJECT:



SHEET TITLE:

COLOR & GRAPHICS SCHEME ELEVATIONS

PROJECT NO: 1315

OCTOBER 12, 2015

SCALE: AS NOTED

hat

DATE

T: ,202, t202, 289.5051

MORAL DT•AUNt

A02-0SIA.0-05

GHAPHICS SCHEME WEST ELEVATION SCALE: 1/4,1,0,

A03.05j 02-05 SCALE: 1/4,1,0"

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0411111E1 TILE YELLOW 141/2+)

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1:4•01. * *

D G S DGS (DEPARTMENT OF GENERAL SERVICES)

U STREET NW

LANCE BAILEY & ASSOCIATES LC0133AKV- IM

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MGV CONSULTING STRUCTURAL ENGINEER :120%X:IITEVAMOV=2-.180 1,014118-0.13 R301-01.119 wwinpven.ers.cm

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PoLYSONICS .5 BELLE AIR LANE WARRENTON VA AM

(510)311-4080 ,5401.1.110

SUBMISSION SCHEDULE

NO DESCRIPTION

NO DESCRIPTION

PROJECT:



CSHOEETTITRLE: LO & GRAPHICS SCHEME ELEVATIONS PROJECT NO: 1310

OCTOBER 12. 2015

.-1011Jh AS NOTED

SHEET NO:

A02-05

ETNA LOWING

REVISION SCHEDULE

DATE

Chei

BUILDING SECTION 2

SCALE: 114"1'-0" A01-0:ILA02-05

WALL BARETY

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D G S DBS (DERARRAF-NT PT GENERAL SERVICES) SINGIIIMMI MN WAMM.....

LANCE BAILEY & ASSOCIATES 7600 GEORWA AVENUE NW WASHINGTON DC GoolG T: FACIWAS.2293 F: (901.5-22537

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1144T 10 O STREET, HE, SUITE 1,430 WASANGTON, DC 20002

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ACCALSIGL CONSALTANT

PCILYSONICS CM BELLE ASILANE WARRENTON, VA ME

(510)1114BAS F: ISA], 3110111

SUBMISSION SCHEDULE

NO DESCRIPTION

RIRRIA:11411CIPIVILE

Ale OP=R11IINIV

PROJECT:



SHEET TITLE:

BUILDING SECTIONS

PROJECT NO: 1310

OCTOBER 12, 2015

SCALE: AS NOTED

:sYNO

A02-06

SWITCH BOX FOR CERTAIN (SAME HT AS ELECTRICAL - SWITCHES)

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* * *

LEGEND

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FLOOR FINISH E01 FASOLPLUS - VINYL TILE RESIDENCE POD FLOOR FINISH

NOTE: THE DRAWING REPRESENTS THE FLOOR PATTERN. CONTRACTOR IS REQUIRED TO USE THE CAD DRAWINGS TO DEVELOP THE SHOP DRAWINGS WITH PATTERN AND DIMENSIONS.

DGS DGS (DEPARTMENT OF GENERAL SERVICES) us° WASHINGTON, OC. 20003

IPPI

OCTOBER 12, 2015 SCALE: AS NOTED

SHEET NO:

PROJECT NO: 1310

A04-021A_04-01

FLOOR PLAN AT " RESIDENCE POD

scum 1.11,1,7

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NOR''TITSET"XTETI=2732-3.05 301-B16000 401.160619

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PIPPCPPEOPL 1••.1••••

iribbAaNGINEERING SOLUTION 51211.[Z•lift•WVILsl11 DA-i ]•

ftr-r. • ...I ow,"

LAP6,09•YX•

AVIT 10 G STREET, NE, SUITE 490

MOUSTIGL CONSULTANT

POLYSONICS tt, BELLE AIR LANE

WARRENTON, VA MIK T1 08 0, SO -1838 F:15,10, 3.11419.1

SUBMISSION SCHEDULE 'bite

tki aiotemaii

REVISION SCHEDULE (Vag NO DESCRIPTION

PROJECT:



1.E

/MELT TITLL

FLOOR PATTERN &

COLOR SCHEMES PODS 1,2,3 & 4

A04-01

/MO .11

—NL; •I

_-=

•••••

••••

0 id •

COLOR SCHEME TYPICAL RESIDENCE PODS 3 & 4, 7 & 63

TA. . r r.rtr r. e• ,

.774tvnk-mf•-•:• -:r

SCALE: 2,8".1,0••

DOS (DEPARTMENT OF GENERAL SERVICES) 1250 STREET NW, WASHINGIOX 100V0

•

LANCE BAILEY & ASSOCIATES

10=0!'rg0Oce4Onnw

p01150.5.22B3, F.

4•01.0.

Effil L CONSULTING STRUCTURAL ENGINEER

III NORTH PFTXESOA run 20,52-3806 . 1-: 301.816.0648 F: 50,810-0849

amr••••••••m•a•

"Icy

EL FCT.O.1 EN6INEF.Ii

. DERCINGINEERING SOLUTION 1045.0:4.0404,1t......et /I* 4.0.1•5•Csa pe.••11. • v. niVrio •

LEGEND

Q0 T4E ORE,'

17 71 02 TILE GREY DARK

=bis Ge0E4)4

:r.f7- 1-44 1:4WIGE

04 T)LE BLUE

TILE YELLOW


NO DESCRIPTION

— S.

11.1.. 11.1 PROJECT:

Mil Mi_ DYRS GYMNASIUM ,—, RENOVATION

EIM7r 1000 MOUNT OLIVET ROAD. NE WASHINGTON, DC 20002

it FLOOR PATTERN COLOR & GRAPHICS SCHEMES FOR PODS

OROJECellEc 1310

OCTOBER 12, 2015

SCALE,

SHEET NO:

AS NOTED

A04-02 GRAPHICS SCHEME TYPICAL RESIDENCE POD (7) &MEI Weer

.41

COLOR SCHEME TYPICAL RESIDENCE PODS 7 & 2.5 &

lieOLL 7m-1-4 A01-01)A042 A0444..1,442

n =20945715 F,202, 2,119.051


PO LYSON ICS

=72se •r; (540)111-413811 F: 10 41909

REVISION SCHEDULE

NO DESCRIPTION

WM...owe edc.p..

=IZAtSSOCATES

C>.< RUCTURAL ENGINEER

*LIPMLWON 404VMM DATE

50% DESIGN DEVELOPMENT 07/21115

COMPRUCT1441 J:CCUMEMI 08/14/15

REMCM SCHEDULE DATE

NO

PROJECT:


1000 MOUNT OLIVET ROAD, NE MINKOICFMM. OC 2I10CLI

SHEET TITLE:

GYMNASIUM FLOOR PLAN % RCP

PROJECT NO: 1310

AUGUST 14, 2015

SCALE: AS NOTED

SHEET NO,

AX1 01

GENERAL NOTE: 1 SEE ARCHRECTURAL DRAWINGS FORACOUSTIC PANEL

LOCATIO. AND La011, 2 SEE AX501 FOR ACOUSTICAL PANEL MOUNTING OEM

WEIGHT ROOM

GYMNASIUM

,4L.-7

/71 GYMNASIUM FLOOR PLAN scaLe v-re

GYMNASIUM RCP

>r<

SUBMISSION SCHEDULE

50% DESIGN DEVELOPMENT

CONSTRUCTION DOCUMENTS

R EVOCRd 801151:10LE

NO 98.S0RRG30%

M W. etoir,)

1.4-40.5150,0•114441180

rsemancm 4.va.

02 ACOUSTICAL PANEL • cemm40 Mr Min imm•mmt surlmlac•mu

▪ rmarnolcmrN. mg.

ocowc. PANE Am8m8ocomemmuAtO

5.8081a txml

ACOUSTICAL WALL PANELS INSTALATION DETAIL ' WA.EidrE

DATE

07/28/15

08/14/15

DATE

N BAILEY & ASSOCIATES

,'°A'-ggsucT—E —NEE'

PROJECT:


tal).0uolt OvveT lit6•Z NE 11445.40GT04/. CC 1W

SHEET TITLE:

DETAILS

PROJECM140- 1040

AUGIMS 14. 2015

WALE GD w,seo

SMUT*"

AX501

><1

MOM. ...MU

MMMialMa2M4M4M4414,Ma4M44

POLYSONICS Acoustics & Technology Consulting

405 Belle Air Lane Warrenton, VA 20186

540-341-4988


NE WASHINGTON D C

CONSTRUCTION DOCUMENTS AUDIOVISUAL SET AUGUST 14, 2015

SMIMMS1044CMEOULE

DATE

50% DESIGN DEVELOPMENT 07/28/15

CC1021YUCT1011 =GWENT'S

aN14M 5

REVISION SCHEDULE

DATE

ND DIE9CMIMPOM

PROJECT


MO MOUNT OWE, :ROAD. 4IrE WASHINGTON, . 20002

SHEET RAISE

COVER

PROJECT NO: 1310

AUGUST 14,2015

SCALE: AS NOTED

SHEET NO:

TA000

COMMUNICATION PORT CONN.,.

— O, tertecsgro

POS.MSMT

COOMICICINP.S

--

POWirorneirWera nuo

FACEPLATE

1.7:11:i AND LOAN TON

111E0.1.

111AN014CATIO•

.SIMET SPEAPER

PARALLEL

• !

ISIOnll MM.

4r

1=1 I 'CO I

MONITOR PAT. MIEN

gp VOLUME CONTROL

SYMBOLS

k".172,

'LIPP, LO.PON CCM Odif

PP.NER

M.6.12.1,n

•pa

.red1,2•TC tr,

RA w1

RIR= NO

vls .11•PrAM

1 CA •NrzIN,,AILTPCIN

-11-

/1C—o N.10 NA,

NLIt ...IL NN. 41- NiNri

•Lno .1 .Ann I tEMM%

SHEET INDEX

SHEET NUMBER SHEET NAME TA000 COVER TA001 NOTES TA002 NOTES TA101 GYMNASIUM FLOOR PLAN 8. RCP TA501 DETAILS

AMISP•SIVISI

AAc 004 .40310.1[Cen TC .12PCINNINPICAZISINSCIIIVNISCSOM OFF II04MIN02111001 TGB TELECOMMUNICATIONS GROUNDING BUS BAR AVG OLOCIALIOSCCIPIPMCI. TM. :y.4.5 1110 AVCT UON AVIV NJ...C*0.AM oNy c.LN GT CAM TN. EC RIC ACAS COMIPACISSII

OMIKI GO GENERAL CONTRACTOR IOF =mama painniraR JBx JUNCTION BOX 'X' MOT MAIN DPW.. MEP IMIMPCISIFICIV MOO MTO KW= POOH VINNUNOWNNOW NCCNCT/NL1 WNW MP PROJECT STANDARD SIN7OP XEIGNT PTZ NV• NOTNC. RCP mn.r...011.003 SEC III.EMPPIMTIONICIANC104 SIC VIAnOCMI raw PTO

,O,..DS IOErARTNENT OF GENERAL SERVICES,

F.•••••

• H

C (H, wANNHHATEE

>G1 CONSU,LM STAN.NGTURAL ENGINEER

SUBMISSION SCHEDULE

DATE


CONSTRUCTION DOCUMENTS 08/10/15


NO DESCRIPTION

PROJECT:



SHEET TITLE:

NOTES

PROJECT NO: 1310

AUGUST 10. 2015

SCALE: AS NOTED

SHEET NO:

TA001

TA002

WALL MOUNTED RCM MICE

E PLUSH MOUNTED BOX/ IN FLOOR/ CEILING

0 CEILING MOUNTED SPEAKER

El AUDIOVISUAL EQUIPMENT RACK

1 REFER TO ARCHITECTURAL DRAW NOS FOR EXACT LOCATIONS OF ALL AV DEVICES 2 DEVICE ICONS ARE NOT SGLE0 OEVICE MALL BE CENTERED WHERE THE STINI3OL IS LOGTED AT EACH FLOOR CEILING AND WALL LOCATION 3 ALL AV PLATES PROVIDED AND INSTALLED BY AV CONTRACTOR UNLESS OTNENWSE NOTED

• ..,44..44.54mm•nMcaramiumi

r 'an PantlYlaant• MHO .0,7,.).14.6r•

&Orli LIEg FORcE,

...••••••=r1. PRIMIVOM.113.30.1.33.

.55445554.505mAparre 115445.1. MICITM:1Asi maseNembm.marlual &NW aarra.a.auw•a• ca.sawatliragia...e.a.X.

COMP 13M

COLO? DESTINATION

ame.0•KotaMpe lannumpaWair Iciame. raCftakaarraW71.114.0.01•••MT{O

IT awn mpre.AAti COM, win 54.14. 41111.4 mLaMAYMMUtielaa.mam MIasca MML,A5t mA5 5r14m5 S... 549,5•54 PCMV5.4.5s

AwaJmNISACIA50,44 444445.4arl 5,4551a5 ammprammorerm cacka r we wax oimemsetalTa SR aae.tLa• XP*WmpLamm Mum NA-mm.54u ~tam Real' tpOrm la SIt±

asawmasa. anoeurix.im arralPearmmata nal la.MJP toa Oro. mama ha .X.~E 40551104Mancallocola mat IMUUMMAIIIIMaws 55X•1111401.54

455550

4.1053:444,A It*45:5405MOMY1M145151114,505.4.41.54.5a541 44.54 o 445511.2.4111.44.5.),M5.40•450444 COMma 1451ea NU:Imam Km rr‘Marr Imro5CmCaLtmarlm:14•511.

katma,Mcram0,44:MaPar ACmC4,0 peel•mienneal IMMLielan5C55•505amo som4.5140555/0.44,0051,40540 KaKaa55.1.4 441.421Avalw454•Ascamela

a Mk .454)044•54/unremism•au wulAr 14 kumm.45441. 5 mummaaMeAALLCOPAT41501 11CaldmokrewnomaAmme nova>. ca.. Irma amMae 5 Ca4M•4045an naa.anan.ea mama am."' wapaikere 6 OM du irmadgm....e....gr prament.NO.F.AtO r. caw wota tmcla ..1. 44 C.4 •10

wam.54444 rak4AKM15.1111115144MNEL AIM.1.10.0•244.4.40.54.054.arluvemparrrum a445-m5 0.50,101 MVP NmAAlManaArtaa maimumml1a5545.1, M Da...won .55.5045ur am] am•Ciam 1045055.51441404.54•5545155 MA•. 0.4305.04:45.4 54.alatiLirer 114114.55l 4555a. man eten n•arra.m•CCet.W.D.41...:.

MIKE •33•136Cr

[0 ve . 7av ,NrLiTlalewnrwetwffm• ,1!°

GENERAL PROJECT NOTES

AV CONDUIT AND SAONE.% REQUIREMENTS

1000 MOUNT OLIVET ROAD, NE FOR

mlam, MICROP Hav ES WASHINGTON, DC 20002

NmO .13=INATE SHEILD AT

SHEET TITLE:

501RCEIM5IMUM4

• WALL MOUNTED DATA ON, IVICABLESI LION

a 120V ara5 DUPLEX POWER RECEPTACLE VON

Pal•LC'rer .1373...34

EM L6331R DAtIST LOCK RECEPTACLE ®30.30E11RM'

ODDER RACK

0O .5.00153 M oc

SO agellaA arCLATIDC•1000

Ser., COMMON CHASSIS

AND CIRCUIT GROUND CONFIGURATIONS

4,5054141M4-.AK 12041545.5410

ma444,5=5.50.1, 155-ama

5K4.010 C.0.345.11154.44.47A

mona.A4111:15mo..014.0.51,05

SicAPRIR4cameAl, ARE, mi. easkli0

auk.an

a

AV INFRASTRUCTURE DETAILS

JUNCIION BOK 'NM 'V -AAO- - STUB TO ABOVE ACCESSIBLE CEILING 'ST,- STUB TO CABLE TRAY

vaft .451515151:55ne

aleTa51 r

)5500. Laves

CalanIM

SR•i1DED 1515•40

amsaioAAR NOSE laammol DAM amim5 CAM OTOM.A.MVM RANO SECTION OR DEFINE HERE

xemnpumAmaa544.

NOTES

PROJECT NO:1310

AUGUST 14, 2015

SCALE, AS NOTED

SHEET NO:

!7-

dalmtlig atanaw


G1NEERING SOLUTION xu,





NO DESCRIPTION

PROJECT:


CRAMP113%

'AAR DUPLE, OUTLET

dakaroiewooftecraatsr.

wi • PCOm WEIGHT ROOM

SW122,51°11 SEHELMLE OATS

10% EESCIN MEVELLMMIER 07/25/15

G0.25TmeGIXim GWOJews.


NO DESCRIPTION

PROJECT:



GYMNASIUM

-0 I

a

GYMNASIUM

02.11mMAM5U

(7`. GYMNASIUM FLOOR PLAN GYMNASIUM RCP

SHEET TITLE:

GYMNASIUM FLOOR PLAN % RCP

PROJECT NO:1310

AUGUST 14,2015

SCALE: AS NOTED

SHEET NO:

TA1 01

D 8-6

Nic• Cirir na.m

Carn GS1•00,161 G.. Gatos GL,X10 • Mlooic Ationlc Supex Sx11204-

DATE REVISION SCHEDULE

NO DESCRIPTION

TA501 & PLATES AND PANEL DETAILS TA501 SCALE:NTS

kGYMNASIUM EQUIPMENT UST r aroa 101i

1 L —%•.10 j

• _

tr77. .5)

GYMNASIUM AUDIO LINE DIAGRAM I =ILL Arra

%.4.1q:SEE,MtdaiKt

d-nu 4. ®❑ Ea

(t) a 13E1 liET

(1:

I=1 SPEAKER INPUT WALL PLATE OUANTITY 1 SIZE DOUBLE GANG

BLACKWIAMTE LETTERING NOTE: -

FRONT RACK INPUT PANEL OUANTITr SIZE 1 RV FINISH ELAGICVW WHITE LETTERING

p .00 REAR RACK INPUT PANEL QUANTITY 1 SIZE 1 RU FINISH IIILAGKWAIVRITE LETTERING

IfiCKMEM1441. RIM II IMMNI•

ZVI= GATOR G-SHOCK-11,

Gr/ARASUI.I PORTABLE RACK TOTAL MRS: a

(? GYMNASIUM PORTABLE RACK ELEVATION `Qs" sp-u.e


50% DESIGN DEVELOPMENT 07129115


PROJECT:


102D 8801.110 Oche,' CNN. NE WASHINGTON, DC 20002

SHEET TITLE:

DETAILS

PROJECT NO:1310

AUGUST 14, 2015

SCALE: AS NOTED

SHEET NO:

aci

Sr. DLIO r2.1.6 Ewe OLICYL %cam"' ElLrre OLmx 1.1e1.0 Held TraurnrIler Sr. CIL•01 ROCII ••c,̀ n• ••r••‘.. Slum VASS lienanel0 !An

WLISS Lambe,. lAic

WO. SW., AccIlavorbY Srur,S1.511

Emos. AIM 1,1,12CE

41.0/W4.461M .IBL 129 Crown Et. 2600

Mpeowear Epuipmert

WInnmna LAWS WillmnAnd kW.

REI Ccalern

ELECTRICAL LEGEND -1

GENERAL NOTES 1 THE WORN TO BE DONE SHALL INCLUDE THE FURNISHING OF ALL LABOR,

MATERIALS APPLIANCES, EOUIPMENT TOOLS TRANSPORTATION

larcwildwrawwwwwwwwwwwr •Wee. MP TO

Wier ••••••••••••••••••Ntlee.1.1W02.21.1..r. 12.•••• le, rmenzre W•y1.2•%. Wr1re

IT01•1•1 1MCNVI14 teMelea. New. meoftWoffem.....nwer....1•Creek wwre. we rem xerewenwinc1•911.1....e.ws. le ra.Leitleartver deerMAMA

• /Ls u1Cw.....L.W.w1R.I.Weis CA. 6.6.6...31.6316 ere weer apen-M3 wet w ua oniewee. • .4.101.10.1.70/00

3 THE DRAWINGS WHI. CONSTINTE PA OF THIS CONTRACT INDIATE TNE

• ARRANEICA., eeRT

tIrAtrem d amIL CWM.%

PANEL BOARDS CONDUIT AND OTHER WORK ALL ITEMS NOT SPECIFICALLY

tiWIL.1:1•11PMEcan IMaleilM,Il‘MM 0:1Wrrl W.0 eamoor.so Neu oRT

• NIANA.M. earn =666126 .61.6e}fee.C6ce -01.6•061,6663,0 00eldelli Yel leiLleeet6.1.......0,....,Cee..ec PLUMING

nweemcree•eeeeeee Am et tem.:2W ex OILS) regee evenwreert c• CON. WWI.. IM.161.0.1.1. 0.6

• eacww wee a.C.row.....m. Weriecrw. woNealwWwW....1.y.09 N. W.W.I awwwwwere..• mem wk. •JI

Reame6311.Ameen n r.

elele eelTRIes. 01111,5

6 ALL

Ione

ELECTRICAL

r

MA TERJALS SHALL BE NEW.EXCEPT WHERE SPECIFICALLY e req rpor wee/0.661.6efear term .7.1.

UNDERWRITERS LABORATORIES INC 1U1,EFECTIVE EQUIPMENT ANCOR

1.......eemeociver•era woceo 7.4•Wo ....LK. •••••,./.1.11.1

••••• ••••••• %Ye I I ...M.A. 4,C ',cream nwee• •

r .12.1.1.e.wor D.Wer www Wm/Nem.. deedeel•deatl.,66.1.

A.1.1.0.10.0.60 643 AM emweL

• 0.701•7.017 row =am...A oewee,oNew.....= ....1•1111Mee •.••••••••••I r a.. to C.• mom WWI: wow., 0.74.1 CLCM.01.News *ma

CUCot.CIMB WrfteN.• se.a be nsiw.W.2 WW1 7n1 P.O.W.D. "Immix

11 006• e.CMR • ea fem.......1.514.174411.7.PC INSTALLING. CONDUIT OR CONDUCTORS FROM POWER SOURCE TO

EOUIPMENT TERMINATION

• mew/ft wu welw•p•Ort.WIWWWW•q[1.2.10. ent-eweeces•Newle Wm.. • 011W. weer w.I.• Dew c•wwww:

Ctreaerteeet:meted AeavaA• Mere leenamdole .010•616 worm ••••••• wax

14 PRONDED ALL CONNECT°. ARE IN ACCORDANCE WITH THE NAT..

0.1.71.1.4 .WIcr-e. Mee mama Neew Ne MN▪ XIMUM UNBALANCED CURRENT IN NEUTRAL DOES NOT DMii1,4 6:0 'Km.. WY& 1A66d laemeeeklermart mem. cc r•smagme

.144.e. RUMS 11.013 eemmel Kamm ma 6.60e 60fereeee. ipeue .6.616.ne.M4eneeeLL KA. 6...12,Ve mope r Bee

1S NODIFICATIONS TO EXISTING PANELBOARDS THE ELECTRIC. OR

1.4,•17111ftro. war IFWAI Nome.. 37.24,11 3eMeele 30.1.dre WM. kAucec0Feee Ast.N.J.Omemeee Fro ow. New orwwwwWweimarrel

me. 01. Kweent....LL TIN see Ala ere

• w...e hnY raw., morel. nee,,0+11 care

Mew. remi WINIIIPtediee 4II S'OOler nem... •mewws 7.10.42:74 *WSW ormeariewernalwww• 7.0 w ei. myna nen. Few. elen•nr•WII•Nwr

W•71.1.1.17.S. ><epr ei DeNiem. We....10e WOW

1•60.6061:eftelleelereM..10,61, 016066:CAL CO.,eAene 3nee.6•13,61610MA.0.1.11.0101.2 e1.100,...Ka. KDar.M00t UCre.s.SaaM:.r .K.16S.r1Cr •••••• owe.. e•meweemem N.....rneermue now. THE WORK HEREIN SPECIFIED OR SHOWN ON THE DRAWN. PROM BEING

MLEIPC.113...11.4•1 emn, M ets emee Um, seer eon OF OterekCeMetk. ek, elLeNt leeee,MMe ere, re•Wmeer Wer-ed. (Meet T.. me eye.. ee min= common

L -

ELECTRICAL LEGEND

ABBREVIATIONS A An1P AMPERES 0.0 ABOVE PG ALTERNATE CURRENT AFT ABOVE FINISHED FLOOR ARCH ARCHITECTURAL. ARCHITECT BEL BELOW BKR SFEAXER C OO,OLIIT CEIL CEILING OKT CIRCUR CN CENTIMETER

DC DIRECT CURRENT 66CONNEcrsercH

DISC OLSCONNECT SWITCH DWG DRAWING

EC ELECrRICAL CONTRACTOR EF EXHAUST TAN ELEC ELECTRIGL Eh. EMERGENCY EQUIP EQUIPMENT EXST EXISTING FA FIRE ALARM

T ACP FRE ALARM CONTROL PMIEL T AAP TIRE ALARM ANNUNCIATOR PANEL

TTATURE TU FULL LOAD AMPERES

RUT .1-Tearet

=6'6°1:1';'6.'F't6F°016TER IG GOLATED GROUND

INCA. INCANDESCENT KAIC KILOAMP NTERRUPTING CORE', .O/A KILOVOLT ...PERES ▪ 1GLOWATTS CRS) • hi WV, um wow wkwit Wee

wP

NEON ME.AN CAL • MOUNTINC HEIGHT MLO MMN LUGS ONLY MM MILLIMETER NCO eee1131 NEC NATIONAL ELECTRIGL CODE 140., .111.1.• NTS .7 •C. SCAM

P POLE PH, 0 PEASE PNL PANEL

'ECU. RECEPTACLE NM ROOM TELE mende TYP TYPICAL

DON UNLESS OTIERWISE NOTED V VOLTS

WATTS W1111

1•Wiers:

uarnme

Mel eMV330 L06,763.10.et1C343eAl. esnAg rem.

WIKANIIII1 WW1.. 101111.1 LOWER CASE LETTER INDICATES SNATCHING

...II ....cow • werWesellw.

dm.. goer erNwm rn.ue e•

WALL MOUNTED FIXTURE

we mew. wry. :wag .4.2

redeffewnsmr rw e•Nnw.c CEILINGANALL MOUNTED ECT -SINGLE. FACE PROVIDE

DIRECTIONAL MiROWS PER PUNS

=amp.* .5000 DIRECTION. ARROWS PER PLANS

▪ CCE, FCC./ 1,W LC.TMOKL.

x[6.'26 066.2.00

,606pCteet 63V0 can.

.9111..n• Fvernman• •••}We PROTECTION

.feel ee43/006/1166e0+ iLVCAL Ake iMeA16663611,M 13. 61.040 0." MAY PeeVeieMe6X0..A...10.•630 1.06-6reere ..7,20,3 OR APPROVED C

CEILING MOUNTED OCCUPANCY SENSOR VVAT-TSTOPPER DT,. OR

Wee re.Nreprow•T

.“.••• ow A.m.... •WWWW/elowe.1 0.1. mewl. gm were.. ..111.4 I keno

1171.7•Nee

•

5

IT

IT

IT

:v

TYPE SYMBOL DESCRIPTION

1

we. lIcurmeamem.1.40211..1 .11•11 can

WA: MA UADRUP1.14 RECEP,ACLE AFF U01,

re.L•10 ws...,•••••11171•••••••

Am-WK.

wal.wwil2 DISCONNECT SW7CH - NON-FUSED

eare2 66600 Mee. we fee NA

emmeme Reetece46.61V enef3-

MOTOR REFER TO MECHANICAL PLANS FOR HORSEPOWER

SURFACE MOUNTED PANEL

frawCom.e...W..

gfsTa!ll'ATZTA"'

IS- LED RECESSED COWNLIGHT

GENERAL

LIGHTING FIXTURE SCHEDULE

ELECTRICAL LEGEND

POWER ALNW 1.13•10.0.T.W....wwweemmerell Lordifewc •ew..05.1 ee YC.M e WV' W YI

IG ISOUTED GROUND

GFI GROUND FAULT INTERRUPTER

111111501101. A C .M.1.61e•• Neare61.00WeecellelZ.X.Weee:R

W.....•11-4WWW•1/01We1100.Y.06 r.W1

ELECTRICAL LEGEND

GENERAL NOTES swum,.eg eanwew• 1*4 PMe new.. new mew, en...1.MM ORDER AND SHALL WITHOUT CHAR. REPLACE ANY WORK OR MATERIALS

renleivale7 wanNNW 6101.1 PUMA. nun ememe yen. WNIVAIreung 1.14.1.21 ▪ =Wel. AZ Mk eitLe•mele CO•evewl•••• wears as w•I ewewNe •••••• •••74.14•41 REPAIR ONE ADJUSTMENTS OF ALL ELECTRICAL SYSTEMS AND EQUIPMENT APPARATUS DENCES E rC INSTALLED HY HIM AND 00 ALL WORN NECESSARY

TO ENSURE ETFICIENT AND PROPER FUNCTIONING PRIOR TO THE EMNPUTTON TNE GUARANTEE PERIOD APPROXIMATELY II MONT. AFTER FIN.

ACCEPTANCE OF TN S PROJECT A POST CONSTRUCTION RENEW OF THE PROJECT WILL BE MADE

19 THE CONTRACTOR SHALL FURNISH PERSONNEL TO ASSIST THE OWNER IN THIS

REVIEW ANY ACJUS1MENTS REPAIRS OR REPLACEMENTS FOUND NECESSARY

DURING RENEW SHALL BE DONE EY THE CONTRACTOR AT NC MORTON. COST TO THE OWNER

00 F. •crece OefeADM•16.661 RV nr0604. 3 mei WM eel! wMA, Miry, 6030.51.1ern IN 0.0 MOM. CNA. 06.130 FROM DEFECTS IN HIS WORK

11.1 ArTM NI. relent WV. owe D.1...•

Acre.mweer.lew• e.•••••-wawrew areew arrewee• wwwww% ne1.1.11/1••••21 Ha EWE We... •••11 NIr enniwwwww•WW CeIr SWITC1.1 .we r..eewerore. rrew

22 ALL CONDUCTORS SHALL BE COPPER CONFORMING TO THE LATEST

15066.4.6 le.•mm.e.e.MC Ve.ealle.e. • eere we Lem. Wee nee, eeeb eea gee.:Ce

606.6.41.7. Cemer pt ern, Men 001604123015 FITTINGS OR TYPE MC CABLE WHERE ALLOWED BY CODE, MINIMUM CONDUIT •

SIM ...LEE 344- ALL CONDUIT AND WIRING SHALL BE CONCEALED IN CEILINGS

A..1.0,1:Nuaeletere....10201.0.1. rem...NW CMyCUI....c0ralee, ear...enNl. 1.1••••••••••0 aC Mr we,. we wag 1•1401 Ak3 PANA.......0.637MOCAJAALIn 01.4.14,3 oem.

MANUFACTURER AND 1.1261 :We CATALOG NUMBER lferrS TTPS

7n

mrc ry 277

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3 FIXTURE LENGTH SHALL BE PER DRAWING COORDINATE WTH ARCHITECT F.

Pecr 1 .66.6


1 PERMIT SET

07-17-2015


NO DESCRIPTION

PROJECT:

DYRS GYMNASIUM RENOVATION 1000 MOUNT OLIVET ROAD. NE VA,E.earre6. OC ee.SC

SHEET TITLE:

ELECTRICAL COVER SHEET

PROJECT NO:1210

JUIN17.2015

SCALE:

SHEET NO:

E001

anokiw meeNer.

▪ warrlerrw. W0,010..10 ww.

I INDICATES ROOM NUMBER

BRANCH CIRCUIT HOMER.

0,0,ND

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VOLTS NOTES

DGS OMST:ENT OF GENERAL

LidifiRti• 1.11MATTE

ACV CONSULTING STRUCTURAL ENGINEER

AT

07-17-2015

DATE

1 PERMIT SET

REVISION SCHEDULE

NO DESCRIPTION

PROJECT,

DYRS GYMNASIUM RENOVATION 1000 MOUNT OLIVET ROAD, NE WASHINGTON, DC 20002

SHEET TITLE:

GYMNASIUM ELECTRICAL PLAN

PROJECT NO: 1310

JULY 17, 2015

SCALE:

SHEET NO:

GENERAL NOTES

1 REFER M E001 FOR GENERAL .3, SIMOL 06911 MD LIST CP ASERSAMONS

0 SPECIFIC NOTES

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6 . WV . KNTROL M BAMETEML RETRACKLE HOOP WPM COMDR. KM LCCMON AM MMIKCT

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710055105 A,A67 • E

NO DEW-NOMA/


NO DESCRIPTION

PROJECT:


1000 MOUNT OLIVET ROAD. NE

WASHINGTON, OC 20002

SHEET TITLE:

STRUCTURAL NOTES

PROJECT Na: -

JULY It 2015

SCALE: AS NOTED

SHEET NO:

S - 1

g• EC IE. a SI .Ros3

193 L.efl • S053

02:AN NS, SEINFORGEG -1ABTO•ve Sea, WAUS.42,51

2.T. EOUNA-ENT -ATER, FO3OE wOLEGUTa

SYMBOLS 7"- •

E_EvATIOn OATBT

OCTAL INOICATOT

DATE BOWAN 1:4161)-11

NO DESCRIPTION

°Ct" Kreiwnwneo amme taw=

LANCE BAILEY 6 ASSOLIATES

MGV DONSULTING ErIGNEER

1MT 11F+17111113-',.1:::

SUBMISSION SCHEDULE OAT!

aro 1704CRIPMON

PROJECT:



SHEET TITLE'

FLOOR PLAN & SECTION

PROJECT NO:—

JULY 17, 2015

SCALE: AS NOTED

SHEET NO:

S-2

•C ▪ VW.S. ",to

w • M. 11 • 0. •••iropm:k

,.rtt• ro•

55,1•AIRA N -NW YPErN C.-TX 1.00‘.1.•...UM

SECTION

TWA OD

--NEW COST

SECTION cp e•C

EXISTING GYMNASIUM PION

SCALE

AI% YAM

Ji 1 ROOF

EWE." .125-

EVSTJOIST

NEW TOP RO_L DIVIDER SCREEN, CONN E DESIGN BY SJPPLIER

1

CURTAIN

SECTION SCALE ' 1/2'=1-O'

• 2.7 = =

NEW GIVJERBC,_=,,

W.,1_ BY BJ,LIE, P.L.S-IrENDATON

LONG @PANEL POINT

OF JOISTS (MAX 00)

Tn.

•

NEW12xix12 PL. GALV. 0 THRU BOLTS.

0 EACH SIDE OF WALL 1r

DGS [7.SIITIEPARTMESIT 0, GENERAL SEITNCES,

iMM11.4.1.11OWTO

CONNECTION OF BASKETBALL HOOP 1,-0. BY SUPPLJED

DETAIL 3/S-3

MGV CONSULTING STRUM.

F

NEW12xix12 PL. GALV. 0 SOLUTION

DETAIL A_k•

EXIST. CMU WA_J-

EXIST. CMU WALL

NEW L_3>,.3xz' CROSS BRACING HORIZ_ OTOP E BOTTOM

TX.

DETAIL 2/5-3 12>ix12 PL GALV.@BOLTS ACOUSTICAL_ PANELS

CONNECTION OF BASKETBALL HOOP BY SUPPLIED

SUBMISSION SCHEDULE DATE BOARD NO DESCRIPTION

NEW FRAMING

REVISION SCHEDULE DATE 9

NO DESCRIPTION 9 (.1

HSS 8x8xa

W/ a CAP PL, (IMP)

NEW L3x3xi. GROSE BRACING 0 EACH END

PROJECT:

HOOP

fLa DYRS GYMNASIUM RENOAVTION

NEW STRUCTURE FOR WALL MOUNTED UP-FOLDING HOOP

2 ±

1000 MOUNT OLIVET ROAD, NE WASHINGTON, DC 20002 NEW H55 8x8r5/10

SHEET TITLE:

SECTION & DETAIL NEW HSS 8x8x5/1E DETAIL NEW 0 THRU ---

BOLTS 0100.C.

PROJECT NO: - MC12x10.G

JULY 17_201S

SCALE: AS NOTED NOTE: ALL CONTINUE SHALL 7-1± WELDED CONNECTION SHEET NO:

S-3

EXIST. ACOUSTICAL PANELS (REMOVE E REPLACE AS REQUIRED)

NOTE 1.- ALL EXISTING CONDITIONS SHALL BE FIELD VERIFIED

2- ALL DIMENSION SHALL COORDINATED WITH BASKETBALL HOOP SUPPLIER. 2 DETAIL

SCALE I

YOUTH SERVICES CENTER COURTYARD RENOVATION

1000 MOUNT OLIVET ROAD, NE

WASHINGTON, DC 20002

CONSTRUCTION DOCUMENTS OCTOBER 12, 2015

PROJECT TEAM aim&

* * *

DGS DEPARTMENT OF GENERAL SERVICES (DOS)

G STREET. NW ATX TLOOP WASHINGTON DC 20009

LANCE BAILEY A. ASSOCIATES, INC.

""'WTWTESNGTEO'N'ED GTO 07 N OCT, 65.22A3 F: POO SL,E2S7

www WHEN:MEW WA

STRUCTURAL ENGINEER

MEV


GLOBAL ENGINEERING SOLUTION NANACCALN

C IL ENING

SHEET TITTLE

COVER SHEET & LIST OF DRAWINGS

PROJECT NO

SUBMISSION DATE SHEET NO

1310

DATE OF ORIGIN: AUGUST 20, 2015

CS-01

VICINITY MAP LOCATION MAP

LIST OF DRAWINGS

•••.

,•-• •

.••.;••••

•••,•••,

• •

4-•••, -,••

s44,4

• b

•.••••••

SO •

,•••••••••••-•

Sutvia Sive.

Swop

Cwrs, INNA VA,

NorNAWNA

SCOPE OF WORK: 1. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO IMPROVING THE

EXISTING COURTYARDS OF THE EXISTING BUILDING MARKED AS COURTYARD #1 AND COURTYARD #2.

2. EXISTING BUILDING IS UNTOUCHED IN COURTYARD IMPROVEMENTS.

3. THE SCOPE OF WORK IN THE CORTYARD INCLUDES CREATING A 10,0" WIDE AND 10.-0' HIGH OPENING IN AN EXISTING 25,9' LONG AND 213,0" HIGH NON LOAD BEARING MASONRY DIVIDING WALL BETWEEN COURTYARD #1 AND COURTYARD #2. TEMPORARY SUPPORTS FOR NEW LINTELS WILL BE INSTALLED AND INDICATED ON THE STRUCTURAL DRAWINGS. A ROLL UP GRILLE IS PROVIDED AT THE OPENING TO ENABLE SECURING COURTYARD #1 IN CASE IT IS REQUIRED.

4. AT THE ENO OF THE COURTYARD #2 EXISTING FENCE WALL AND DOOR ARE REPLACED BY A 25,9' LONG AND 15,0" HIGH MASONRY WALL WITH AN ALARMED EXIT DOOR AND SECURITY GRILLE.

5. ARCHITECTURAL STRUCTURAL CIVIL LANDSCAPING AND ELECTRICAL IMPROVEMENTS ARE INDICATED ON EACH DISCIPLINE DRAWINGS.

CODE ANALYSIS:

BUILDING DATA: THE SCOPE OF WORK IS LIMITED TO COURTYARDS ONLY AND NO WORK IS CARRIED INSIDE THE BUILDING.

THE FOLLOWING CURRENT CODES GOVERN THE DESIGN CRITERIA:

2012 INTERNATIONAL BUILDING CODE. 2012 INTERNATIONAL PLUMBING CODE 2012 INTERNATIONAL ENERGY CODE 2012 INTERNATIONAL FIRE CODE 2011 NATIONAL ELECTRIC CODE 2011 NEPA 101 LIFE SAFETY CODE

JURISDICTION: DISTRICT OF COLUMBIA

BUILDING LOCATION: 1000 MOUNT OLIVET ROAD, NE WASHINGTON DC 20002

BUILDING DESCRIPTION:

THE EXISTING BUILDING IS A THREE STORIES MASONRY BUILDING AROUND THE OURTYARDS AND IS USED AS YOUTH REHABILITATION SERVICES (DYRS). NO WORK IS BEING DONE INSIDE THE BUILDING THE USE OF THE COURTYARDS IS FOR FULLY SUPERVISED AND CONTROLLED EXTERIOR ACTIVITIES FOR RELAXATION, SMALL GROUP MEETINGS, DISCUSSIONS AND PLAY ACTIVITIES.

USE GROUP:

GROUP B (ACCESSARY TO THE MAIN BUILDING)

COURTYARD AREA:

10,937 SO FT.

BUILDING AREA:

NOT APPLICABLE

TYPE OF CONSTRUCTION:

NOT APPLICABLE

TYPE.O. SPRIMP.IM

NOT APPLICABLE

ALLOWABLE STORIES AND HEIGH: NOT APPLICABLE

OCCUPANT LOADING: LESS THAN 50 (SIGNAGE LIMITING THE OCCUPANT LOAD TO 49 IS INS

•

CS-01 COVER SHEET 8 LIST OF DRAWINGS G-01 ABBREVIATIONS B SYMBOLS 0.02 GENERAL NOTES

CIA.

C-65 COVER wtEET C-1.0 EXISTING CONDITIONS PLAN C-2.0 DEMOLITION PLAN C-3.0 EROSION AND SEDIMENT CONTROL PLAN C-3.1 EROSION AND SEDIMENT CONTROL NOTES C-3.2 EROSION AND SEDIMENT CONTROL DETAILS 04.0 SITE DEVELOPMENT PLAN 04.1 SITE GEOMETRY LAYOUT PLAN AND DETAILS DETAILS C-42 HARDSCAPE DETAILS C-5.0 SITE UTILITY PLAN C-6.0 STORMWATER MANAGEMENT PLAN C-6.1 STORMWATER MANAGEMENT DETAILS C-62 STORMWATER MANAGEMENT DETAILS C-6.3 STORMWATER MANAGEMENT CALCULATIONS C-6.4 STORMWATER MANAGEMENT MAINTENANCE SCHEDULES

tl 000 ML Oh. RO NE

4.18PIRIVCIVIN8

AE-01 EXISTING FLOOR PLAN 8 SCOPE OF WORK 00-01 DEMOLITION PLAN A01-01 COURTYARD PLAN A01-02 WALL OPENING a DETAILS A01-03 DETAILS A01.04 WALL PLAN, ELEVATION, SECTIONS, 8. DETAILS

S-1

STRUCTURAL NOTES 0-2

PROPOSED FOUNDATION 8 WALL PLAN 5-3

SECTIONS 8 DETAILS 5-0

SECTIONS 8 DETAILS

ELECTRICAL

E001 ELECTRICAL COVER SHEET E101 COURTYARD ELECTRICAL PLAN

O SITE PLAN scALe %row.

(31:

RaVOLIDH N/PABER

BETA .NUMBER

PNG.ITTLE

CANG,NOIER DETJUI. MOSER EPALDWG CUT

elf

- MRS. HUMBER DETAIL NUMBER WALL SECTION C,UT rn aNc.14rUSER

▪ WERRA ELEVATION NUMBER INTERIOR ELEVATION MARKER

- INTERIOR ELEVATION NUMBER

D= NUMBER

— - oveq. mama

JAN_ , —gTEJipR ELEVATION NUMBER

--Wxi NUMBER

DATE

DATE

SUBMISSION SCHEDULE

NO DESCRIPTION

REVISION SCHEDULE

*▪ * *

DGS D▪ OS (DEPARTMENT OF GENERAL SERVICES) nz.. 11 STREET, NW WASHINGTON. DC ROOM

Fig LANCE BAILEY F. ASSOCIATES MO GEO.. AVENUE MN WASMNCTON, DC 20012

ar.H.Jam ammJame

SMRIJOTURAL ENGINEER


UXL-J1•4 kora., NORTH BETHESDA NO 21:18.3.3

30.18443,0 401-016-0.9 mr.gmemern

ELECTRICAL ENGNCER

C.—I. SOLUTION 5.7M WISCONSIN AVENUE. NW SLI. WASHNGTONOC MIS

110i,

AT 1 0 O STREET. NE surrEx. WASANGTON. OC 20002 ▪ C.) 2894545 F, (202) 2.5051

NO DESCRIPTION

PROJECT:

YOUTH SERVICES CENTER COURTYARD RENOVATION 1000 MOUNT (DUVET ROAD. NE WASHINGTON, DC 20002

SHEET TITLE:

ABBREVIATIONS & SYMBOLS

PROJECT NO: 1310

OCTOBER 12.2015

SCALE: NOT TO SCALE

SHEET NO:

G-01

ROUGH LUMBERANOOD BLOCKING (CONTINUOUS)

ROUGH LUMBERANOOD BLOCKING (DISCONTINUOUS)

>-(1

I I lir II

RIGID INSULATION

MORTAR/GYPSUWEIFS

I - ..1 CONCRETE

CMU MASONRY

GLASS

CRWIALL PA.RITRON

PJZIMO

GRAVEL

tMA PLYWOOD

EARTH

BUT INSULATION

1111111111111

K/A STEEL (LARGE SCALE)

CARPET

SPLIT FACE CMU/SGFT

CERAMIC/QUARRY TILE

MATERIAL INDICATIONS

BRICK MASONRY

FIRE RATED CMU WALL UUS-0905

EXISTING WALL & SLABS (PLANS & SECTIONS)

ABOVE FINISH FLOOR AFF ACCOMODATE ACCOM. ACCOUSTICAL AC ACCOUSTICAL TILE AT. ADJUSTTABLE ADJ ADJACENT ADJ ALTERNATE ALT. ALUMINUM ALUM ANCHOR BOLT AB AND ANGLE APPROXIMATE APPROX ARCHITECT ARCHT AREA DRAIN AD ASBESTOS ASB ASPHALT ASPH ASSISTANT ASSIST ASSOCIATE ASSOC AT

BASEMENT EISMT BATHROOM BEAM BM BEARING BRNG BED ROOM BR. BEYOND BYND. BITUMINOUS BLOCK ELK. BLOCKING BLKG BOARD BD BOLTS BT. BOTTOM BOT. BOTTOM OF WALL BRICK BRK. BUILDING BLDG.

CABINET CAB. CAULKING CLKG. CEIUNG CLNG, CEIUNG SPACE CO. CENTER UNE CL CENTER TO CENTER CC. CERAMIC CER CERAMIC TILE CT- CHANNEL CLEAR CLR, CLOSET C./CL COLUMN COL COMMUNICATION COMM. CONCRETE CONC. CONCRETE MASONRY UNIT CMU. CONDITION COND. CONSTRUCTION CONST. CONTINUOUS CONT. CONTRACTOR CONTR CONTROL JOINT COOLER CLR. COUNSELOR COUNS. COUNTER FLASHING CFLG.

DEPTH

OPT. DETAIL

DET. DIAMETER

0 DIMENSION

DIM. DOOR

DR. DOWN

DN. DOWN SPOUT

DS. DRAIN LEADER

DL. DRAWING

DWG.

EAST

E. EACH

EA. ELECTRICAL

ELECT. ELECTRICAL WATER COOLER ELEVATION

EL/ELEV EMPLOYEE

EMP. EQUAL

EQ. EQUIPMENT

EQUIP. EXHAUST

EXH. DOMING

EXIST. EXPANSION BOLT

EXPBT. EXPANSION JOINT

El EXTERIOR

EXT. EXTERIOR INSULATED FINISH

EIFS.

SYSTEM

FACE OF COLUMN FC. FACE OF FRAME FF. FACE OF MASONRY FM FACE OF WALL FINISHED FIN FIRE EXTINGUISHER FE. FIRE EXTINGUISHER CABINET FEC. FIRE PROOFING FP. FIXTURE FIX. FLASHING FLASHG. FLOOR FL FLOOR DRAIN FOOT/FEET FT FOOTING FTG FOUNDATION FON. FREE AIR FA. FREEZER FRZR. FURNITUREIFIXTURE/EQUIPMENT F/F/E.

GALVANIZED

GALV. GENERAL

GEN. GLASS

GL GRADE

GD. GYPSUM

GYP. GYPSUM WALL BOARD

GWB.

HARDWARE

HDW. HANDICAPPED

HC. HIGH POINT

HP. HEIGHT

HGT. HOLLOW METAL

HM. HORIZONTAL

HORIZ. HOUR

HR

INCH INCLUDED INFORMATION SPAM RaJSTANIT GYPERILI

BOARD INSIDE DIAMETER/DIMENSION INSULATION INTERIOR

JANITORS CLOSET JOINT JUNCTION

KITCHEN KITCHEN/LAUNDRY

LAVATORY LENGTH. LOUVER UGHT UGHT WEIGHT LOCATION LOCKERS LOW POINT LONG LEG VERTICAL LAMINATED VENEER LUMBER

MACHINE MANAGER IMAUFACIVIEJR MASONRY, MASON MASONRY OPENING MATERIAL MAXIMUM MECHANICAL METAL MINIMUM MISCELLANEOUS MOP BASIN

NORTH NOT TO CONTRACT NOT TO SCALE NUMBER

OFFICE ON CENTER OPENING OPPOSITE ORIENTED STRAND BOARD OUTSIDE DIMENSION

PAINT

PNT PAINTED

PTD. PAIR

PR PARAPET

PARA. PERCENT PLASTIC LAMINATED

PLANT PLASTIC WALL COATING

PAC

PLATE

PL. PLUMBING

PLMITG. PLYWOOD

PLYWD. PLATE GLASS

PL. GL POINT

PT. POUNDS

LBS POUND PER SQUARE INCH

PSI,

PRECAST CONCRETE

PRECONC, PROJECTION

PROD.

QUARRY TILE

O.T.

RADIUS RECREATION

REC. REFRIGERATOR

REF. REINFORCING

REINF, REQUIRED

REO,D. ROOF HF.

ROOF DRAIN

R 0 ROOM

RM SCHEDULE

SCH. SECTION

SECT. SHEET

SHT, SHOWER

SHW. SIMILAR

SIM. SOUTH

S. SPECIFICATION

SPEC. SQUARE SQ. SQUARE FOOT/FEET SQ. FT. SQUARE INCH SQ. IN START POINT OF THE CEILING SPC, STEEL STL. STORAGE STOR. STRUCTURE STRUC. SURFACE SURF.

TELEPHONE

TEL THRESHOLD

THR THROUGH

THRU. TILE/TOP

T. TOILET

TOIUT TOP OF CURB

TC. TOP OF JOIST

TJST TOP OF PARAPET TOP

TOP OF STEEL

TOS TOP OF WALL

TOWMN. TOP AND BOTTOM

T B TYPICAL

TYP,

UNLESS NOTED OTHERWISE UNO.

SYMBOLS

HANDICAPPED STANDARD

CHANGE IN ELEVATION OF CEILING, FLOOR ETC.

01

ROOM NUMBER

g STOREFRONT/CURTAIN WALL DETAIL NUMBER

ELEVATION DESIGNATION

OA GLAZING TYPE

• FIXTURE ACCESSORY NUMBER

0— WALL TYPE

AUGN

(2) DOOR NUMBER

P.', EXISTING DOOR N FRAME NUMBER

A 0., MOUE NLIMaliR

VAPOR BARRIER VP VENTILATION/VENTILATOR VENT. VENDING MACHINES VEND MACH VERIFIED IN FIELD VIF VERTICAL VERT VESTIBULE VEST. VINYL COMPOSITE TILE VCT WATER CLOSET WC WATER PROOF WP WEIGHT WT WEST/WITH WIDE FLANGE WF varr way.EISR W. WITHOUT W/O WOOD WD.

ABBREVIATION

INCL. INFO. IRGB.

ID. INSUL. PVT.

JC. JT. JCT.

LAV. L, LT. LTWT. LOC. LOC, LP. LLV.

MACH. MGR. MFR. MAS. MO. MATL. MAX MECH METAL

MISC MB

N. NTC NTS NO-Ig

OFF. OC. OPNG. OPP. GOB. OD.

•00.SCS

* * *

D G 8 =F6t

DGS (DEPARTMENT OF GENERAL SERVICES) use u sneer, we rouxecnok oc

LANCE BAILEY & ASSOCIATES 7500 GEORGIA AVENUE NW WASMOTON, 0.0012 •40.0161.11,

STRUCTURAL ENGINEER

ACV

THE FOLLOWING NOTES ARE APPLICABLE FOR THIS PROJECT. PROJECT COMPRISES OF IMPROVEMENTS AT THE INTERIOR COURTYARD F1 PROJECT CONSISTS OF CIVIL LANDSCAPING. STRUCTURAL, ARCHITECTURAL. MECHANICAL, ELECTRICAL AND PLUMBING WORK ONLY.

GENERAL NOTES

SITE VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS INDICATED ON EXISTING CONDMONS DRAWINGS, PRIOR TO FABRICATION AND/OR INSTALLATION OF THE NEW WORK UNDER THIS CONTRACT.

2 ABBREVIATIONS THROUGHOUT THE CONTRACT DOCUMENTS ARE TO BE READ SIMILARLY WITH OR WITHOUT PERIODS OR APOSTROPHES WITHIN THE ABBREVIATION.

3 ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH LOCAL AND NATIONAL CODES AND STANDARDS ANY ITEMS REVISED IN THE CONTRACT DUCUMENTS THAT CONFLICT WITH CODES ARE TO BE NOTED PRIOR TO BIDS

6 ITEMS AND CONDITIONS NOTED OR DETAILED ARE APPLICABLE AND BINDING TO SIMILAR CONDITIONS ON ALL DRAWINGS FOR CONDITIONS NOT NOTED OR DETAILED, CONTRACTOR SHALL PROVIDE MATERIAL AND LABOR OF EQUAL QUALITY AND PERFORMANCE TO OTHER SIMILAR CONDMONS ON THE JOB

REVISION SCHEDULE

NO DESCRIPTION

5 REFER TO CIVIL PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL NOTES PERTAINING TO THEIR PARTICULAR TRADES AND FIELD CHECK AGAINST ANY CONFLICTS BETWEEN DRAWINGS. GENERAL CONTRACTOR CONSULTING STRUCTURAL ENGINEER

SHALL COORDINATE, WORK OF ALL TRADES & REPORT TO THE ARCHITECT ANY CONPUCTS BETWEEN EXISTING qr Mae. tv.6e CONDITIONS AND NEW WORK. PRIOR TO THE FABRICATION AND INSTALLATION OF NEW WORK MORD/ SETISSOA MM..

..01-111.181 3014115.0. 6 ANY AREAS OR SPACES NOT CLEARLY DEFINED OR INDICATED BY NOTES SHALL BE REVIEWED WITH THE ARCHITECT 66,667.64.6.66,

PRIOR TO PROCEEDING WRH ASSUMPTIONS. BIDS ARE TO ACCOMMODATE MOST STRINGENT SCENARIO/OPTIONIASSUMPTION ELECTRICAL ENGINEER

T ELECTRICAL SWITCHES, OUTLETS OR OTHER WALL MOUNTED ACCESSORIES SHALL BE INSTALLED IN LOCATIONS WHICH ARE SHOWN ON DRAWINGS CONTRACTOR TO COORDINATE LOCATIONS PRIOR TO FABRICATION AND INSTALLATION OF ANY RELATED ITEMS IN CASE OFAMBIGURY CONSULT WITH THE ARCHITECT

A ELECTRICAL SWITCHES, EXPOSED ELECT. ITEMS OR OTHER ELECTRONIC CONTROLS IN THE NEW WORK SHALL BE MOUNTED AT THE SAME HEIGHT FROM FLOOR AS EXISTING IN A UNIFORM ORDERLY FASHION ALL SUCH ITEMS ARE SHOWN ON DWGS EXISTING LOCATION OF ALL ITEMS ARE TO BE CONFIRMED WITH ARCHITECT ON SITE PRIOR TO INSTALLATION.

9. ALL COLORS AND FINISH MATERIALS TO BE APPROVED BY THE OWNER AND THE ARCHITECT. BIDS ARE TO ACCOMMODATE SELECTION FROM MFG'RS FULL RANGE OF COLORS. FINISHES AND FABRICATION.

10 DIMENSIONS FOR ALL WALLS SHOWN ON PLANS ARE NOMINAL THE CONTRACTOR SHALL USE ACTUAL DIMENSIONS SHOWN ON WALL TYPES SHEET FOR CONSTRUCTION DO NOT SCALE DRAWINGS

11 DIMENSIONS AT MASONRY WALLS ARE TO FACE OF WALL, U.0 N

12 CONTRACTOR SHALL APPLY FOR, PAY FOR, AND OBTAIN ALL NECESSARY PERMITS OTHER THAN THE BUILDING PERMIT.

19 CONTRACTOR SHALL DISCONNECT AND CAP ALL UTILMES THAT WILL BE AFFECTED BY WORK UNDER THIS CONTRACT PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. RECONNECT AS REQUIRED FOR FULLY FUNCTIONING SYSTEMS

19. CONTRACTOR SHALL PROTECT EXISTING BUILDING AND ELEMENTS FROM DAMAGE DURING DEMOUTION AND CONSTRUCTION UNDER THIS CONTRACT. IN CASE OF ANY DAMAGE, CONTRACTOR SHALL CORRECT THE DAMAGE TO THE SATISFACTION OF THE ARCHITECT AND THE OWNER AT NO COST TO THE OWNER

15. UNLESS NOTED AS EXISTING OR RELOCATED, ALL CONSTRUCTION IS TO BE ASSUMED NEW AND FURNISHED AND INSTALLED BY THE CONTRACTOR

16 ALL WORK SHALL BE IN COMPLIANCE WITH ALL APFtICABLE CODES AND GOVERNMENT REGULATIONS INCLUDING BUT NOT LIMITED TO IBC 2012 WHERE SPECIFIED OR INDICATED REQUIREMENTS OF MORE CURRENT VERSIONS OF WOES, REGULATIONS. ETC. CONFLICT WITH THAT OF THE DC GOVERNMENT, THE MOST STRINGENT OF THE TWO SHALL GOVERN.

1T, CONTRACTOR TO BECOME FULLY FAMILIAR WITH CONTRACT DOCUMENTS PRIOR TO BIDDING. ANY ABBREVIATIONS, TYPOS, LANGUAGE MIS-USES, UNFAMILIAR TEXT, NOTES, WORDINESS. DETAILS, ETC NOT UNDERSTOOD SHOULD BE BROUGHT TO THE CONTRACTING OFFICER'S ATTENTION PRIOR TO BIDDING

18. DRAWINGS ARE TO PROVIDED FOR DESIGN INTENT. CONTRACTORS BID SHALL INCLUDE VERIFYING EXISTINGCONDITONS AND MAKING NECESSARY ADJUSTMENTS TO THE SATISFACTION OF THE OWNER/ARCHITECT

10 COORDINATE SITE ACCESS, STAGING, STORING, MATERIALS, WORK HOURS, WITH THE DGS PROJECT MANAGER PRIOR TO BIDDING.

IDLWAL.-ENGINEERING SOLUTION 52. W15CONSIN AV... NW SURE MO WASHINGTON .10015 T,102,95,61

a. LNOAc.

1.'.T G •a_ .

WASHNGTON OL MOM T:1,1.2504545 ,I21121245051

SUBMISSION SCHIEDIAE DATE

NO DESCRIPTION

PROJECT:

YOUTH SERVICES CENTER COURTYARD RENOVATION 1000 MOUNT OUVET ROAD, NE WASHINGTON, DC 20002

SHEET TITLE

GENERAL NOTES

SCALE: AS NOTED

PROJECT NO:1310

OCTOBER 12. 2015

SHEET NO

G-02

EXISTING

CI FIRST FLOOR PLAN SCALE, 1,11,1,0. 4.(41 1)FAN

.20 DMA, .*26212•00 wAsilunicw DC20002 ,Dralz90,202 2,202,2.2-soN

SUBMISSION SCHEDULE

DATE

* * w

I COURTYARD 1 & 2 (AREA OF WORKL. 1. WALLS: EXISTING WALL BETWEEN TWO COURT YARDS WILL

REMAIN AND BE STRUCTURALLY MODIFIED AND ARCHITECTURALLY REPAIRED MOTORIZED METAL ROLL UP GRILL WILL BE PROVIDED IN THE OPENING.

2. OUTDOOR TV: LARGE OUTDOOR TV WILL BE INSTALLED ON COURT YARD 2 SIDE OF THE WALL BETWEEN COURTYARD 1 AND COURTYARD 2 SEE SHEET 2/A01-02

S. SITE FURNISHINGS. PROVIDE NEW SITE FURNISHINGS INCLUDING SEATING. TABLES. PILLARS, ETC. EXISTING ELEMENT IN CONFLICT WITH THE NEW DESIGN IS TO BE REMOVED COURTYARD 1 IS TO BE UPGRADED WITH NEW UGHTING AND PAVEMENT.

STRUCTURAL ELEMENTS 1. WALLS: NEW OPENING TO BE CREATED IN THE

EXISTING WALL BETWEEN THE COURTYARD I & COURTYARD 2 AND A NEW WALL TO BE CONSTRUCTED AT THE ENO OF COURTYARD 2

A10.2,20

11411 LANCE BAILEY .4 ASSOCIATES 120CAW202 wW022. .10 .1.1*NCN1.IA. ER MI?

hiCV CONSULTING STRUCTURAL ENGINEER 5220E2EDDWIDBULEvADD DOD, ernieSDA .202524200 T:201412.22 2:30.16.0529

ELECD*CAL ENGINEER

GEFe 13;:012CLINGINEERING SOLUTION ,v222DAs=0:1;1cAll02:: Sun 200

(202,42.2,25 N

CIVIL ENGINEER

NO DESCRIPTION

REVISION SCHEDULE

DATE

NO DESCRIPTION

PROJECT:

YOUTH SERVICES CENTER COURTYARD RENOVATION woo MOUNT OUVET ROAD, NE WASHINGTON, DC 20002

SHEET TITLE:


PROJECT NO: 1310

OCTOBER 12,2010

SCALE: AB NOTED

SHEET NO:

AE-01

NOTE SEE DETAILED SCOPE OF-WORK ON THE DRAWINGS.

LEGEND GENERAL SCOPE OF WORK

DGS DGS (DEPARTMENT OF GENERAL SERVICES) MO sr*Er..4* •002021.3.2 DC*.

11111111111W * * *

DOS DGS (DEPARTMENT OF GENERAL SERVICES)

DEMOLITION KEY NOTES: ITEMS TO BE DEMOLISHED

NEW OPENING TO BE CREATED IN THE EXISTING WAU. IN THE COURTYARD Al SALVAGE BRICK FOR RE-USE SEE STRUCTURAL DRAWINGS FOR TEMP SUPPORTS.

WALKWAYP'E CONCRETE WALKWAY TO BE DEMOLISHED

(@) METALD,, ENCE METAL FENCE DOOR TO BE DEMOLISHED i

115511015511001SPEOUSZ DATE

NO DESCRIPTION

16 WALLS

•

REVISRSI SCHEDULE

NO DESCRIPTION

PROJECT:

YOUTH SERVICES CENTER COURTYARD RENOVATION 1000 MOUNT DUVET ROAD: NE WASHINGTON, DC 20002

SHEET TITLE:

DEMOLITION PLAN

FIRST FLOOR

0 DEMOLITION PLAN SCALE 1J/1.14

AD-01

PROJECT NR 12111

OCTOBER 12,2015

SCALE: AS NOTED

A13.th(3.01 SHEET NIX

*0410.49,04 .ION

MdfITICI

LANCE BAILEY & ASSOCIATES MOO GEOli. AVENUE NW LIC 20012 TL {301565-7253 F: poi,sassan

STRUCTURAL ENSINEER ACV

CONSULTING STRUCTURAL ENGINEER gRIM.MNSTUNAN)

1•11.40.1101 3014154144 *14118-000 weffloAcHercnarmem

ELECTRICAL ENSINEER

CdCRA SOLUTION or SUITE

1,,202).05-71,111 (2D2,1,5-7147 S.RbO

Air Td+, 7“3:12,16.1545 F,20212*-505

GENERAL DEMOLITION NOTES:

GENERAL

1 BEFORE STARTING DEMOLITION, WALK THE SPACE WITH THE ARCHITECT TO IMPLAIN THE PROCESS AND PROCEDURE OF DEMOLISHING THE ITEMS DESIGNATED TO BE DEMOLISHED AND REMOVED.

2 PROTECT WALLS AROUND THE DEMOLITION AREAS WITH SUITABLE MATERIALS TO PREVENT FROM DAMAGE DURING DEMOLITION.

3 IN CASE OF DAMAGE TO FINISHES AND SURFACES OF THE ITEMS TO REMAIN. CONTRACTOR SHALL REPAIR AND FIX DAMAGED ITEMS WITH NEW TO MATCH THE EXISTING AT NO ADDITIONAL COST TO THE OWNER AND ACCEPTABLE TO THE ARCHITECT.

SEAL PROJECT WORK AREA FROM OTHER AREAS OF TIE BUILDING TO PREVENT Ill/ST TRAVELLING OUTSIDE OF THE WORK AREA.

NOTES:

1 SEE CML ENGINEERING DRAWINGS FOR CIVIL WORKS DEMOLITION

2 SEE ELECTRICAL DRAWINGS FOR ELECTRICAL DEMOLMON.

3 COORDINATE WITH DOS PROJECT MANAGER FOR TIMING OF WORK AND ENTRY IIMM REQUIREMENTS TO THE WORK AREA.

DGS DIGS (DEPARTMENT OF GENERAL SERVICES) 129II I/ STREET. NW ..GANGB)..cciGoi

MOWN.

LANCE BAILEY & ASSOCIATES MOO GEORGIA AVENUE NW WASHINGTON .SC 20012 TOSOTIESSZSEU 1555-2201

STRUMS, ENGINEER

MeV CONSULTING STRUCTURAL ENGINEER BB, urpowt NAL...um • lanmmo,m memo!

MAMA., •••-•••

DALTWEALINM.M!,,

gga

G.131;k1NGINEERING SOLUTION WSW NASCONSINAWENUG NW. SUITS Too WASHINGTON DC 200IS

(ZOO 495-7,46 TROO 0557707

A▪ VM

.1.1,1r,. SARI •. WASHINGTON OC NOR ▪ (2021 zew F: GIGSAS,

MANUFACTURERS' SPECIFICATIONS: THE FOLLOWING MANUFACTURERS, MODEL NUMBERS AND SPECIFICATIONS ARE PROVIDED FOR QUALITY CONTROL AND WORKMANSHIP ON THE PROJECT. MATERIALS MEETING THE SAME OR BETTER IN CUALTY MAY BE USED ON THE PROJECT IF APPROVED BY THE ARCHITECT. ALL SUBSTITUTIONS MUST RECEIVE ARCHITETS WRITTEN APPROVAL PRIOR TO PROCUREMENT OF THE MATERIALS.

COURTYARD ROLL-UP GRILLE (col):

L. MOTORIZED ROLL UP GRILLE SHALL BE MODEL 670 MANUFACTURED BY 'OVERHEAD DOOR INDUSTRY' OR, EQUAL ON APPROVAL BY THE ARCHITECT.

FINISH ON ALL MATERIALS SHALL BE ALUMINUM MILL FINISH POWDER COATED TO MATCH EXISTING WALL COLOR.

MAI1ERI B.B.ALA BE BTRAKNIT LATTICE-

& BOTTAM BAR, GUIDE HOOD AND FACIA SHALL BE EXTRUDED ALUMINUM.

5. MOUNTING SHALL BE ON THE COURTYARD-2 FACE OF THE WALL.

6. OPERATION SHALL BE ELECTRIC BY WALL MOUNTED RMX OPERATOR.

7. SUBMIT MANUFACTURERS PRODUCT DATA SHEETS, SHOP DRAWINGS AND RECOMMENDED INSTALLATION INSTRUCTIONS FOR ARCHITECT'S REVIEW AND APPROVAL PRIOR TO PROCURING MATERIALS,

8 ON COMPLETION, CLEAN UP ALL AREAS AND SURFACES OF DUST, DIRT AND RUBBISH.

CURTYARD VERTICAL LED LIGHT ENCLOSURE (CO2).

9 ENCLOSURE FRAMING TUBES SHALL BE HOT ROLLED GALVANIZED MILD STEEL SQUARE TUBES A500 IN SIZE TXTX114..

10. LIGHT ENCLOSURE SHALL BE PERFORATED STAINLESS STEEL SHEET 1/8. THICK WITH 1/2. ROUND ON 11/113. STAGGERED HOLES SHAPED AS INDICATED ON THE DRAWINGS. ALL ENCLOSURE EDGES SHALL BE CAPPED BY A 2' WIDE 'U. SHAPED 1/16. THICK STAINLESS STEEL TRIM WELEDED ON EITHER SIDE OF THE ENCLOSURE

11. ENCLOSURE CAP SHALL BE MADE OF STAINLESS STEEL 118' THICK METAL IN THE SHAPE INDICATED ON THE DRAWINGS,

12. FINISH ON ALL TUBES. PERFORATED ENCLOSURE, CAP, BASE PLATE. HARDWARE AND ATTACHMENTS SHALL BE POWDER COATED TO MATCH EXISTING WALL COLOR.

13. SUBMIT MANUFACTURER'S PRODUCT DATA SHEETS AND RECOMMENDED INSTALLATION INSTRUCTIONS FOR ARCHITECTS REVIEW AND APPROVAL PRIOR TO PROCURING MATERIALS

OUTDOOR TV

14. OUTDOOR TV SHALL BE 80-NxG DS-700 OUTDOOR TV AS MANUFACTURED BY SKYVIEW COMPANY.

COURTYARD-2 FIXED SECURITY GRILLE IN EXTERIOR WALL:

15. THE SECURITY GRILLE SHALL BE ARCHITECTURAL SECURITY GRILLE DESIGN TYPE METRO AS MANUFACTURED BY AMETCO MANUFACTURING CORPORATION. THE BAR SIZE SHALL BE 1,018" AND THE MESH SIZE SHALL BE 2-7/16' x 5-3116" POWDER COATED TO EXISTING MASONRY WALL COLOR,

LEGEND

VERTICAL LOTTING ENDI,011UFM .CGI4

(a FLOOR MOUNTED LED LIGHTING

FII1 VERTICAL LIGHTING WITH DOWNSPOUT ENCLOSURE

VENT/CAL MG1,111.63 EMCLOSIJICE rlYRCALI

GEE GINO INCET MAW.

#1,CCR LICAJWIE0 LED LIGHT FIXTURE (TVP) SEE DETAIL 6/A01-0

COURTYARD-2 BLAST RESISTANT STEEL DOOR 8 FRAME IN EXTERIOR WALL:

16 FRAME SHALL BE 3 PSI BLAST RESISTANT (TESTED TO ASTM E330) PRESSED GALVANISED STEEL FRAME FOR EXTERIOR USE AND SIZES INDICATED ON THE DRAWINGS OR, TO MATCH THE EXISTING DOOR FRAME (0-0). FRAME SHALL BE FACTORY PAINTED WITH RUST RESISTING COATINGS,

17. FRAMES SHALL BE ANCHORD INTO MASONRY BY FOUR GALVANISED STEEL MASONRY ANCHORS ON EITHERSIDE,

IS. DOOR SHALL BE 3 PSI BLAST RESISTANT (TESTED TO ASTM E330) GALVANIZED STEEL CORE FOR EXTERIOR USE REINFORCED FOR BLAST RESISTANT AND DOOR HARDWARE DOOR SHALL BE FACTORY PAINTED WITH RUST RESISTANT COATINGS.

19. DOOR LOCKING DEVICE SHALL MATCH THE EXISTING 113-01 DOOR LOCKING DEVICE AND HOOKED UP TO THE EXISTING SECURITY SYSTEM OF THE DETENTION CENTER

20 HINGES SHALL BE 4 VT x 4 1/2' GALVANIZED STEEL EXTERIOR USE ouF.Lor m.NIER BEAST WEGAFT KNOB&

21. PROVIDE FLOOR PLATE AS NECESSARY BY THE DOOR LOCKING SYSTEM.

22. CAULK ALL JOINTS BETWEEN MASONRY AND THE FRAME WITH CAULKING COMPOUND MATCHING TO THE FRAME COLOR.

23. FIELD PAINT DOOR AND FRAME TO MATCH SECURITY GRILLE COLOR IN THE NEW WALL,

24, SUBMITTAL: PRODUCT DATA, SHOP DRAWINGS, TEST DATA

25. CONDUCT A PRE-INSTALLATION MEETING AND PROVIDE TESTING AND BALANCING OF THE OPERATION ON COMPLETION.

SUBMISSIONSCNEGME

NO DESCRIPTION

DATE

EXISTING —` DOWNSPOUT REVISION SCHEDULE

NO DESCRIPTION

plIGUNCI

YOUTH SERVICES CENTER COURTYARD RENOVATION 1000 MOUNT ouvET ROAD, NE WASHINGTON. DC 20002

GREET TITLE

COURTYARD PLAN

PROJBOTIPM 1115

OCTOBER 12, 2015

SCALE: AS NOTED

VOLTMAL MOARIINGWORI DOWNSPOUT ENCLOSURE TYPE II (TYP) SEE DWG SHEET 4/A01-A04 8 FOR MORE INFO SEE SHEET A01-03

DOWMSKAFT

SHEET NO:

O COURTYARD - PLAN scut:1490--o• Anagoi

A01-01

`EXISTING MASONRY WALL

FASTING ///STING DRAIN

Ea Ea

BOX STRUCTURE SECTION AT WALL

ROLL-UP GRILLE SECTION AT OPENING 4 DETAIL

ROLL-UP GRILLE ELEVATION


NO DESCRIPTION

SCALE: 3/6•-1,0' A01-0201-02 SCA*. 311,11-0- 011.-02,2,41T-02 SCALE: 3/1,1-0. A01-0th01-02 SCALE: 315•=1'-0' A01.02 A01-02

PROJECT:

NO DESCRIPTION

COURTYARD

EXISTING MASONRY - —4,NN WALL

CONT. CUM

—

BIRD SCREEN -\

COURTYARD -2

ALUMNIUM CHASE TO THE UNDERSIDE OF THE BOX STRUCTURE

ROLLAIP GRILLE DRUM NO00 ABOVE

SHEET NO:

O AOT-02...2101-02

7)

A01433.1,1423

(7) AOSOL.iyhues

A01-02 OVERHEAD BOX DETAIL somz:rekv.re

ROLL-UP GRILLE PLAN SCALE: 114TRX

OVERHEAD ROLL-UP GRILLE CASE DETAIL SCALE: 3/C=1W"

EXISTING ROOF DRAIN

reSETEKLWALL

2N2.x1 ALUM ANGLE CONNECTED TO ALUM. TUBE

4 AND CONC. PAD

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OCTOBER 12.0015

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NO DESCRIPTION

DATE

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YOUTH SERVICES CENTER COURTYARD RENOVATION 1090 MOUNT DUVET ROAD, NE WASHINGTON. DC 20002

SILRT

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NOTE N2: CONTRACTOR IS REQUIRED TO REVIEW WITH THE DETENTION FACIUTY PROJECT MANAGER THE EXISTING SECURITY DOOR (DO) ALARM AND KEYING SYSTEM, REQUIREMENTS FOR THE NEW DOOR (0-2), CONNECTION REQUIREMENTS INTO THE EXISTING SECURITY SYSTEM AND LOCATION OF CONTROLS

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MISS UTILITY 48 HOURS BEFORE YOU DIG CALL 'MISS UTILITY' AT 202-26,7117 OR 811 OR LOG ON TO 1.0.1A4ww..m13.441180

VICINITY MAP SCALE: 1-42000

LEGEND

SPOT E1EVA1I0N

CURB AND GUTTER

SANITARY

CRATE INLET

EXISTING CONTOUR

EXISTING STORM DRAIN

EXISTING SAN SEWER

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CONSULTING STRUCTURAL ENONEER

GL6HAL ENGINEERING SOLUTION

IT

ENGINEERS CERTIFICATE

U4k4ArTA

CONSTRUCTION DOCUMENTS SET 9/21115


PROJECT:

DYRS-YOUTH SERVICES CENTER COURTYARD

RENOVATIONS 1000 MOUNT OLIVET ROAD NE WASHINGTON. DC 20002

SHEET TITLE:

EXISTING CONDITIONS PLAN

PROJECT NO: 113-506

7= II

SCALE: 1 IN. = 30 FT.

SHEET NO:

PERMIT - WORK AREA SUBJECT TO THIS PERMIT

APPLICATION)

C-1.0

CC

==. 5Z3 OGS ,DEPARTMENT OF GENERAL SEIWCES)

LANCE BAILEUrrOCIATES

EX. TOP TO BE RE-SET TO ELEV. INDICATED ON SYANI PLAN C-6.0


EX. CAMERA TO REMAIN

SQUARE 4049 LOT 0034 EX. SEAT WALL TO

BE REMOVED

EXISTING YOUTH

EX. ELECTRIC CONDUIT TO BE LOCATED AND PROTECTED

EX. INLET GRATE TOP TO BE REMOVED, AND

SERVICE CENTER TOP 12" TO BE CUT OFF

F.F. = VARIES EX. WINDOWS TO REMAIN EX. SPOTLIGHT TO

REMAIN, TYP.

• 124 0 LEGEND

EXISTING SEAT WALL TO BE REMOVED

EX. LIGHTS ON WALL 11 TO REMAIN

EXISTING TOPSOIL/GRASS

TO BE REMOVED

EX PIPE TO REMAIN IN PLACE

EX. CONCRETE TO BE REMOVED

TOP= 124 5 INV-IN-116 5

NV-CILITA 1 ,6 3

ENGINEERS CERTIFICATE EX. SEAT WALL TO BE REMOVED

PROTECT EX. ELECTRIC UTILITY FROM DAMAGE DURING CONSTRUCTION

TOP=124 5 INV-IN=110.6

iNv-OUT= 119.4

6' SIR PIPE INV OUT= 121 5

PIPE TO/REMAIN Ple4

EX. PIPE TO REMAIN IN PLACE

e

EXISTING WALL TO BE REMOVED

EXISTNG CONCRETE TO BE REMOVED

EXISTING PICNIC TABLE TO BE REMOVED

EXISTING TREE TO BE REMOVED

--X—X— EXISTING FENCE TO BE REMOVED

EXISTING GATE TO BE REMOVED

1'6.0 15=535011 =MLLE DATE

,itilletRUCTIC4 tconaixis ate pull

TOP=124.0 INV 021=119

6' NY PIPE INV. IN=118 4

REVISION SCHEDULE

DOWNSPOUT TO BE RELOCATED

EX. TABLES TO BE REMOVED, TYPICAL OF THREE (3)

EX. INLET GRATE TOP TO BE REMOVED, AND TOP 12" TO BE CUT OFF

PROJECT: EXISING YOUTH SERVICE CENTER

F.F. = 125.0


RENOVATIONS PARCEL 141 / 71 SQUARE 4040

AREA = 130,937 SO FT. 3.00590 ACRES


5NECTIm.5

40,5 128.5

GRAPHIC SCALE

DEMOLITION PLAN

1.11.1IITI • $411:UMI.N.0

9421/2015

SCALE: I IN = 10 FT

514E3. 30.

C-2.0 MISS UTILITY 48 HOURS BEFORE YOU DIG CALL "MISS UTILD, AT 202-265-7177 OR 811 OR LOG ON TO Ittpd/vmw ml sUIIIIly-rot

CM= LOO

-7E4

PRIAION A RPFILIFHT MOROI NO1FM

1 CONTRACTOR SHALL NOT DISTURB ANT AREA OUTSIDE Of LACS OF DISTURBANCE (LED)

R. CONTRACTOR SHAM..11 THE INSPECTION AND ENFORCEMENT BRANCH WATERS. PROTECTION MAIN DISTINCT ca... OF THE ENVIRONMENT. AT 202-535-MILL FOR A PM-CONSTRUCT ON MEM. T2 HOURS PRIOR TO THE START OF ANY LAND-DISTURSINT

X,TAZA4172rAor9F.' Ea CON7ROL DEMCES LEASURES NTHE Eag. OF TH.E, r01,14u.dx.rror (Si) SHALL BE

M:earr2.147t4,1g.' ' THE

lAMIATITIVA142". ZgEr'''""

INSPEc OR Is OBTAINED

7 ALL CON „STR:.1,f110N,... AND RESTORATION OF PAVEMENT

rCOCZANCE NTH 257 N,4°T

° 5 CBTAIN DOr

1.1 aL.O.ID.ANOY PERMIT MDR TO INSTALLING

SU. I CONTROL MEASURES BROWN IN MMUS

zgzirz CON TRA*

It'LLAcirMosg, VormrarcirrTAZTIL 2 MONDE WATER SOURCE AND HOSE TO CLEAN ALL EQUIPMENT

LEAVING ATE

I WO= mit. Saloom [AMA MI ANIZ EN 6mAns1

PENJANENT VELETATIK STABILIZATION lEASURES 70 ACHIEVE ADEQUATE EROSION AND SEDIMENT CONTROL

5 ALL CONSTRUCT4N VIALL St RIS,PEONDgA, LT BY THE cwwAc OR

SINES DILL BE WANED AT THE CLOSE Of sTMlgpLDens DAT

Mg1MTLVLIZI,11'74;01:Tcl.g.'"

SITE TABULATION LIMITS OF DISTURBANCE = 10,93.7 SF

E&S CONTROL LEGEND

CONSTRUCTION ENTRANCE

LIFTS OF DISTURBANCE

SILT FENCE

INLET PROTECTION

LIMIT OF WORK UNDER THIS PERMIT APPLICATION

C-3.0 SHEET NO:

MISS UTILITY Al HOURS BEFORE YOU DIG CALL MSS UTILITY" AT 202-2654177 OR 1111 OR LOG ON TO hOWNew,m1seWlity net

GRAPHIC SCALE

1:1.01

COICIPNINAMMMIODAMmermstit

MmeSEPAINAMMONWRIS 7.T."

ASENARNElmseNJNIA00.4111

ENSINEERING SOLUTION

ANT

ENGINEER 5 CERTIFICATE

MARIAM:1k 101MOULE Wt[



PROJECT:


RENOVATIONS l000 MOUNT OLIVET ROAD, NE WASHINGTON, DC 20002

SHEET TITLE:

EROSION AND SEDIMENT CONTROL PLAN

PROJECT NQ 113-006

OMMEEMs

SCALE: 1 IN.. 30 Fr.

VICINITY MAP SCALE 1-.2000'

VEGUKIVE STAR LIZ. 11C71 A211WA071. MD ISAPDAAEA Amiss ROOKS AND wAtOma

ILSCLAR=LEPTI 1.619dENT TANTIro.. RIBS Dues, 120•71,

1 FOLLOWING INITIAL LAND DISTURBANCE OR RE-DISTURBANCE. PERMANENT OR INTERIM STABILIZATON MUST BE COMPLETED GRAIN SEVEN (7) CALENDAR DAYS FOR THE SURFACES OF ALL PERIMETER CONTROL'. S WIS. SAKES, OITCPAS, PE1y101X 510611 AM) REP=S CREATOR THAN 111100E HORIZONTAL TO ONE 011 VEI711CAL (3 1.1_0,10 60160TECIK (32) SAVA FOR A20. OTHER 0057 PE DR BRA= AREAS IHE PRO.EcT nEDN smosmau. .p..m so NOT APPLY TO AREAS SHOWN ON THE PLAN THAT ARE USED FOR MATERIAL STORAGE OTHER THAN STOCKPILING, OR FOR THOSE AREAS ON THE PLAN WHERE ACTUAL CONSTRUCTION ACRMTIES ARE BEING PERFORMED MAINTENANCE SHALL BE PERFORMED AS NECESSARY SO THAT STABILIZED AREAS CONTINUOUSLY MEET THE APPROPRIATE REQUIREMENTS OF THE DISTRICT OF COLUMBIA STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL (ESC). [21 DOER § 542.9 (0)]

2 ESC MEASURES SHALL BE IN PLACE BEFORE AND DURING LAND DISTURBANCE. [21 DCMR § 543.6]

3 CONTACT 111t INSPECTION (202) 535-2977 TO SCHEDULE A PRECONSTRUCTON MEETING AT LEAST 19101 [3] ANABINEss DAYS BEFORE THE COMMENCEMENT OF A LAND-DISTURBING ACTIVITY. [21 DCMR

N11.7 1141

4 A COPY OF THE APPROVED PLAN SET MALL BE MAINTAINED AT THE CONSTRUCTION SITE FROM THE DATE THAT CONSTRUCTION ACTIVITIES BEGIN TO THE DATE OF FINAL STABILIZATION AND WILL BE AVAILABLE FOR DOEE INSPECTORS (21 DCMR § 542.15]

5 ESC MEASURES SHALL BE IN PLACE TO STABILIZE AN EXPOSED AREA AS SOON AS PRACTICABLE AFTER CONSTRUCTION ACTIVITY HAS TEMPORARILY OR PERMANENTLY CEASED BUT NO LATER THAN FOURTEEN (14) DAYS FOLLOWING CESSATION. EXCEPT THAT TEMPORARY OR PERMANENT STABILIZATON SHALL BE IN PLACE AT THE END OF EACH DAY OF UNDERGROUND UTILITY WORK THAT 15 NOT CONTAINED WITHIN A LARGER DEVELOPMENT SITE. [21 DCMR § 543 7]

N. STOCKPILED MATERIAL BEING ACTIVELY USED DURING A PHASE OF CONSTRUCTOR SHALL BE PROTECTED AGAINST EROSION BY ESTABLISHING AND MAINTAINING PERIMETER CONTROLS AROUND THE STOCKPILE [21 DCMR § 543.16 (A))

7. STOCKPILED MATERIAL NOT BEING ACTVELY USED OR ADDED TO SHALL BE STABILIZED WITH MULCH. TEMPORARY VEGETATION, HYDRO-SEED DR PLASTIC WHIN FIFTEEN (15) CALENDAR DAYS AFTER ITS LAST USE OR ADDITION. [21 DCMR § 543.16 (B)]

B. PROTECT BEST MANAGEMENT PRACTICES FROM SEDIMENTATION AND OTHER DAMAGE DURING CONSTRUCTION FOR PROPER POST CONSTRUCTION OPERATION. [21 DEAR § 543.5]

9 REQUEST A DOEE INSPECTORTS APPROVAL AFTER THE INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROLS, BUT BEFORE PROCEEDING WITH ANY OTHER EARTH DISTURBANCE OR GRADING. [21 DOER § 542.12 (A)]

10 REQUEST A DOEE INSPECTORTS APPROVAL AFTER FINAL STABILIZATION OF THE SITE AND BEFORE THE REMOVAL OF EROSION AND SEDIMENT CONTROLS. [21 DEAR § 542.12 (B))

19. FINAL STABIUZATION MEANS THAT ALL LAND-DISTURBING ACTIVITIES AT THE SITE HAVE BEEN ra* SOZREITO AWS) DINER OE TWE PISLDERIO. MADAM HASS EWA WIZ A MAMA E

EAAJAALL (KAU ovwx.r-rm WISE SASS AREW MEM& TA SOKAP BATh A pe47Ty AtIACD7 (77) Of

THE MAIM 11.177077 IWETATAC COW.A 'OP TPI

AREA PAS WC. Erg•EVSAA0 AM ALL Of MICAS .N0 AREAS WA BEEN

SI PM.weDIT STRUCTURES, OR (2) EQUIVALEPERMANENT STABILIZATON MEASURES HAVE BEEN EMPLOYED (SUCH AS THE USE OF RIPRAP, 0451095. OR GEOTEXTILES). [21 DOER § 542.12 (11. B.2)]

12. FOLLOW THE REQUIREMENTS OF THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY APPROVED STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND MAINTAIN A LEGIBLE COPY OF THIS SWPPP ON SITE. (21 DOG § 543.10 (B))

13. POST A SIGN THAT NOTIFIES THE PUBLIC TO CONTACT 01300 IN THE EVENT OF EROSION OR OTHER POLLUTION. THE SIGN WILL BE PLACED AT EACH ENTRANCE TO THE SITE OR AS DIRECTED BY THE DOEE INSPECTOR EACH SIGN WILL BE NO LESS THAN 18 X 24 INCHES IN SIZE AND MADE OF MATERIALS THAT wit IIPHSTAW MAW. 17 11€ Dl7A117, cr THE PRO47.1.E701290 WU AT ST 1 s IRO/ DI 11049 A.14 LAW, READABLE SA TwE RS, FROM A SASAANGE TOSIVE REST 2 ET) THE SEW WEI MEET 'ow PoPSTASTuALr THE AOLLOWNG ECM T1O wipsiAT E ON, MANX,. OA SICIWOIAlES P0.41LE,

XDALLAIWOr AK WILL AftCA% THE CCEISISIACTON SAX ADDRESS.

LAMM TELEF.Cod +AMER t20Z-5,15-n77). NEES DMA AsaBLISIIESSCHED.A.NOODSZO10. AA0 THE Ow WOES' APP HEAONA. "CEPARTAUCKN-EADS,OH AlJHO.. [01 ODE S.1221

14 A RESPONSIBLE PERSON MUST BE PRESENT OR AVAILABLE WHILE THE SITE IS IN A LAND-DISTURBING PHASE THE RESPONSIBLE PERSON IS CHARGED WITH BEING AVAILABLE TO (A) INSPECT THE SITE AND ITS ESC MEASURES AT LEAST ONCE BIWEEKLY AND AFTER A RAINFALL EVENT TO IDENTIFY AND REMEDY EACH POTENTIAL OR ACTUAL EROSION PROBLEM, (B) RESPOND TO EACH POTENTIAL OR ACTUAL EROSION PROBLEM IDENTIFIED BY CONSTRUCTION PERSONNEL AND (C) SPEAK ON SITE WTH DOEE TO REMEDY EACH POTENTIAL OR ACTUAL EROSION PROBLEM. A RESPONSIBLE PERSON SHALL ElEs jksktA,LATEAND M ITS ORTACT IT MAMMA AS A erx.cit 7017:0PCAL 7747. A LAND

CR AACHADV.71W. THRLAAN A TitiamO AROMA! NAT DOE{ APPROWS, WITAAPI CS 7077 SDAIPOL IAAMCA

RE mallet ArrsatiloN OR

PROFESSIONAL ASSOCIATION. DURING CONSTRUCTION. THE RESPONSIE PERSON SHALL KEEP EN SITE PROOF OF PROFESSIONAL LICENSING OR OF SUCCESSFUL COMPLETON OF A DOEE-APPROVED TRAINING PROGRAM. [21 DEAR § 547]

CLASS OF TURFGRASS SOD SHALL BE MARYLAND DR VIRGINIA STATE CERTIFIED DR MARYLAND OR VIRGINIA STATE APPROVED SOD SOD SHALL BE HARVESTED, DELIVERED AND INSTALLED WITHIN A PERIOD OF 36 HOURS SOD IS TO BE LAID WITH THE LONG EDGES PARALLEL TO THE CONTOUR WITH STAGGERED JOINTS WITH ALL ENDS TIGHTLY ABUTTING AND NOT OVERLAPPING. SOD SHALL BE ROLLED AND THOROUGHLY WATERED WITHIN EIGHT HOURS OF INSTALLATION. DAILY WATERING TO MAINTAIN 4 INCH DEPTH OF MOISTURE FOR THE FIRST WEEK IS REOUIRED IN THE ABSENCE OF RAINFALL SOD IS NOT TO BE APPLIED ON FROZEN GROUND

MAINTENANCE

A IRRIGATION - WHEN SOIL MOISTURE BECOMES DEFICIENT. IRRIGATE TO PREVENT LOSS OF STAND OF PROTECTIVE VEGETATION

) SOF PREPARATION

PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED WITHIN (A) SEVEN CALENDAR DAYS AS TO THE SURFACE OF ALL SEDIMENT CONTROL PRACTICES SUCH AS DIVERSIONS, GRADE STABILIZATION STRUCTURES, BERMS. DIKES, GRASSED WATERWAYS, SEDIMENT BASINS. PERIMETER SLOPES. AND ALL SLOPES GREATER THAN 3 HORIZONTAL TO 1 VERTICAL (3;1) AND (B) FOURTEEN DAYS AS TO ALL OTHER DISTURBED OR GRADED AREAS ON RE PROJECT SITE

L.111‘10-Z00t11/000%/11141031rAAFIElemaft.

THE TOP LAYER OF SOIL SHALL BE LOOSENED, UMED AND FERTILIZED BY RAKING. DISCING OR HARROWING OR OTHER ACCEPTABLE MEANS BEFORE SEEDING. FLAT AREAS AND SLOPES UP TO 3 TO 1 GRADE SHALL BE LOOSE AND FRIABLE TO A DEPTH OF AT LEAST 3 INCHES SLOPES STEEPER THAN 3 TO 1 SHALL HAVE THE TOP 1-3 INCHES OF so_ LOOSE AND FRIABLE BEFORE SEEDING FLAT AREAS AND SLOPES UP TO 3 TO 1 GRADE SHALL BE LOOSE AND FRIABLE TO A DEPTH OF AT LEAST 3 INCHES SLOPES STEEPER THAN 3 TO 1 SHALL HAVE THE TOP 1-3 INCHES OF SOIL LOOSE AND FRIABLE BEFORE SEEDING.

APPLY SEED UNIFORMLY WITH A CYCLONE SEEDER, DRILL CHLTIPACKER.SEEDER OR HYDROSEEDER ON A Fain MOIST SEEDBED.

RI 5011 AMENNENTs

LIME AND FERTILIZE ACCORDING TO SOIL TESTS IN LIEU OF SOIL TEST APPLY THE FOLLOWING

DOLOMITIC LIMESTONE R .sTANAL:tE

R .1 AAZE sORoo7pLL:fli)c'

FERTILIZER 1 TON PER ACRE OR 46 1.13/1.000 (TEMPORARY) 10-10-1D OR EQUIVALENT AT 1,000 LBS PER ACRE OR 23 LBS PER 1.000 SO. FT. (PERMANENT AND SODDING)

11--112•111.111172.--Rik0

SEES 'KENTUCKY 31. TALL FESCUE 60 LBS/ACRE OR 1,38 LBS/1.000 SO FT AND ITALIAN (ANNUAL) RVEGRASS a0 LBS/ACRE OR Al LEG/1,000 so. FT

DATES: 1/2 - 10/31 5/1 - 6/14 WITH IRRIGATION.

K TM,ROAR. WO.% .P2 LWOW. 'WAIN

SEED:

ITALIAN OR PERENNIAL RYDGRASS 40 LBS/ACRE OR 92 LBS/1.000 SO FT

DATES:

2/1 - 4/30 AND B/15 - 11/30

SEED:

MILLET 40 LBS/ACRE OR 0.92 LBS/1,000 SO FT

DATES:

5/1 - 5/14

21-EF112211111-5E021121

A RESIDENTIAL AND HIGH MAINTENANCE AREAS

I. KENTUCKY BLUEGRASS, 'PLUSH'. "BIRKA", 'PARADE'. 'VANTAGE. 'COLUMBIA'. 'PERIM'. 'ADORN', "SOUTH DAKOTA', 'KENBLUE". ANY THREE VARIETIES ET 30 LBS TO MAKE 90 LEIS/ACRE OR 2 LBS/1,000 SOFT AND RED FESCUE - 'PENNLAMIN. OR JAMESTOWN 10 LBS/1000 SO FT,

DATES: 2/1 - 4/30 AND 2/15 - 10/31

2 'KENTUCKY 31" TALL FESCUE 220-260 LBS/ACRE OR 5-6 LBS/1.000 NO. FT.

DATES: 2/1 - 10/31 5/1 - B/14 GROAT. RE...

B. LOW MAINTENANCE AND MINING AREAS

'KENTUCKY SC TALL FESCUE 40 LBS/ACRE OR 092 MAW) BO 11 Alb NALEAVAir SERICEA LESPEDEZA (INOCULATED)20 LBS/ACRE OR 041 LOt/t7O 16 PT.

DATES: 2/1 - 4/30 AND B/15 - 10/31

GENERAL AND LARGE ACREAGE

"KENTUCKY 31" TALL FESCUE HO LBS /ACRE DR 132 LBS/I,000 SOFT.

SIL MULCHING

ALL SEEDINGs REQUIRE MULCHING USE MULCH ONLY DURING NON-SEEDING DATES UNTIL SEEDING CAN BE DONE.

MULCH SHALL BE UNROTITD. uNoHoppEo MALL GRAN STRAW APPLIED AT A RATE of 1 To 2 TONS/ACRE OR 70-90 LBS/1.000 SOFT. (2 BALES) MULCH MATERIALS SHALL BE RELATIVELY FREE OF ALL KINDS OF NEED BEDS AND SHALL BE FREE or PROHIBITED NORMS WEEDS. SPREAD MULCH UNIFORMLY MECHANICALLY OR By HAND MULCH ANCHORING SHALL BE AccomPuSHED IMMEDIATELY AFTER MULCH PLACEMENT To MINIMIZE LOSS BY RIG OR WATER THIS MAY BE DONE BY MULCH NETTING. MULCH ANCHORING TOOL, PEG AND TWIN OR LIQUID MULCH BINDERS

L101.110 MULCH BINDER SHALL BE RAPID CURING CUTBACK ASPHALT APPLIED AT A RATE Of 200 GAL/ACRE OR 5 GAL PER 1.000 SO FT SLOPES 21 FEET OR MORE HIGH USE 348 GAL/ACRE oR GAL /1.0M SO FT

VII 0000150


‘i4 7,1

SUBMISSION SCHEDULE

DATE


REVISION SCHEDULE

DATE

PROJECT:


RENOVATIONS 1000 MOUNT OLIVET ROAD, NE WASHINGTON, DC 20002

SHEET TITLE:

EROSION & SEDIMENT CONTROL NOTES

PROJECT NO: 113-506

9/212015

AYNASIJA riewboa 2021 .OW1

1. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED BEFORE THE START OF ANY EXCAVATION AND/OR CONSTRUCTION AS PER STANDARDS AND SPECIFICATONS FOR SOIL EROSION AND SEDIMENT CONTROL FOR THE DISTRICT OF COLUMBIA. IF AN ON-SITE INSPECTION REVEALS FURTHER EROSION CONTROL MEASURES ARE NECESSARY, THE SAME SHALL BE PROVIDED.

2 ALL DEBRIS IS TO BE REMOVED FROM SITE AND DISPOSED OF AT A 00101- Qtr-rt LOCATot

1. ALLEYS, SIDEWALKS 9HAL L BE SWEPT CLEAN AT ALL TIMES

,A,,NANSrR,CTDN.

OGS ,DEPARMENT OF GENERAL SERVICES,

INN FiFEFEZ,

ALL CATCH BASINS AND DRAIN AREAS SHALL BE PROTECTED DURING EXCAVATION AND CONSTRUCTION • POrma.TmAITAWAAPAIMMIS

1 IF ANY CATCH BASINS OR DRAINS BECOME CLOGGED AS A RESULT OF DEMOLITION, EXCAVATION OR CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS CLEANING

GOERENGINEERING SOLUT.ON 6 WHEN SEDIMENT TRAP/SEDIMENT TANK HAS REACHED 67. CAPACITY,

CLEANING OUT OF SAME IS REQUIRED

OZ.."'

7. ANY STOCKPILING, REGARDLESS OF LOCATION SHALL BE STABILIZED AND COVERED WITH PLASTIC OR CANVAS, AFTER ITS ESTABLISHMENT AvIT AND FOR DURATION OF THE PROJECT

B AFTER RAZING OR DEMOLITION, THERE IS THE NEED FOR CROUNDCOVER TO PREVENT EROSION AND SEDIMENT RUNOFF FROM OCCURRING SAN MS APPT.wepS &LIS DX, P001. PIAMOAT, MULCH, ETC

O. THE SITE'S APPROVAL LETTER, APPROVED EROSION AND SEDIMENT CONTROL PLANS, DAILY LOG BOOKS AND TEST REPORTS SHALL BE AVAILABLE AT THE SITE FOR INSPECTION BY AUTHORIZED OFFICIALS OF DCRA RESPONSIBLE FOR PROJECT.

10 TEMPORARY SEDIMENT CONTROL DEVICES MAY BE REMOVED. WITH PERMISSION Of DCRA INSPECTOR. WHIN THIRTY CALENDAR DAYS FOLLOWING ESTABLISHMENT OF PERMANENT STABILIZATION IN ALL CONTRIBUTORY DRAINAGE AREAS. STORMWATER MANAGEMENT STRUCTURES USED TEMPORARILY FOR SEDIMENT CONTROL SHALL BE CONVERTED TO THE PERMANENT CONFIGURATION WITHIN THIS TIME PERIOD AS WELL

11. VEGETATIVE STABILIZATION SHALL BE PERFORMED IN ACCORDANCE WITH THE DCRA STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL REFER TO APPROPRIATE SPECIFICATIONS FOR TEMPORARY SEEDING. PERMANENT SEEDING, MULCHING, SODDING AND GROUND COVERS

12. SEDIMENT REMOVED FROM TRAPS (AND BASINS) SHALL BE PLACED AND STABILIZED IN APPROVED AREAS. BUT NOT WITHIN A FLOODPLAIN, WETLAND OR TREE-SAVE AREA. WHEN PUMPING SEDIMENT LADEN WATER, THE DISCHARGE MUST BE DIRECTED TO A SEDIMENT TRAPPING DEVICE PRIOR TO RELEASE FROM THE SITE A SUMP PIT MAY BE USED IF SEDIMENT TRAPS THEMSELVES ARE BEING PUMPED OUT

13 WHERE DEEMED APPROPRIATE BY THE ENGINEER OR INSPECTOR, SEDIMENT BASINS AND TRAPS MAY NEED TO BE SURROUNDED WITH AN APPROVED SAFETY FENCE THE FENCE MUST CONFORM TO LOCAL ORDINANCES AND REGULATIONS. THE DEVELOPER OR OWNER SHALL CHECK WITH LOCAL GUILDING OFFICIALS ON APPLICABLE SAFETY REQUIREMENTS. WHERE SAFETY FENCE IS DEEMED APPROPRIATE AND LOCAL ORDINANCES DO NOT SPECIFY FENCING SIZES AND TYPES, THE FOLLOWING SHALL BE USED AS A MINIMUM STANDARD: THE SAFETY FENCE MUST BE MADE OF WELDED WIRE AND AT LEAST 42 INCHES HIGH, HAVE POSTS SPACED NO FARTHER APART THAN B FEET, HAVE MESH OPENINGS NO GREATER THAN 2 INCHES IN WIDTH AND 4 INCHES IN HEIGHT WITH A MINIMUM OF 14 GAUGE WIRE. SAFETY FENCE MUST BE MAINTAINED AND IN GOOD CONDITION AT ALL TIMES.

14. SEDIMENT CONTROL FOR UTILITY CONSTRUCTION FOR AREAS OUTSIDE OF DESIGNED CONTROLS OR AS DIRECTED BY ENGINEER OR DCRA INSPECTOR:

(A) CALL 'MISS UTILITY' AT 202-265-7177. OR 811, 48 HOURS PRIOR TO THE START OF WORK.

(B) EXCAVATED TRENCH MATERIAL SHALL BE PLACED ON THE HIGH SIDE OF THE TRENCH.

(C) TRENCHES FOR UTILITY INSTALLATION SHALL BE BACKFILLED. COMPACTED AND STABILIZED AT THE END OF EACH WORKING DAY. NO MORE TRENCHES SHALL BE OPENED THAN CAN BE COMPLETED THE SAME DAY. UNLESS;

(D) TEMPORARY SILT FENCE SHALL BE PLACED IMMEDIATELY DOWNSTREAM OF ANY DISTURBED AREA INTENDED TO REMAIN DISTURBED FOR MORE THAN ONE DAY

OFF-SITE SPOIL, WASTE, OR BORROW AREAS IN THE DISTRICT OF COLUMBIA OR ON FEDERAL PROPERTY MUST HAVE PRIOR APPROVAL BY DORA, ALL WASTE AN BORROW AREAS OFF-SITE MUST BE PROTECTED BY SEDIMENT CONTROL MEASURES AND STABILIZED IN ACCORDANCE 45TH THE ORDINANCES AND REGULATIONS OF THE JURISDICTION WHERE THE SPOIL.

WASTE, OR BORROW AREA IS LOCATED/STABILIZED

B REPAIRS - IF STAND IS INADEQUATE FOR EROSION CONTROL, OVERSEED AND FERTILIZE USING HALF OF THE RATES ORIGINALLY APPLIED. IF STAND 15 OVER SOS DAMAGED. REESTABLISH FOLLOWING ORIGINAL RATES AND PROCEDURES

NOTE: USE OF THIS INFORMATION DOES NOT PRECLUDE MEETING ALL OF THE REQUIREMENTS OF THE 1987 DISTRICT OF COLUMBIA DEPARTMENT OF CONSUMER AND REGULATORY AFFAIRS STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL VEGETATVE PRACTCES.

SITE INFORMARON,_ 1DATA

130,937 S F. 10,937 S F. 47,336 5 F. 500 CU. YDS" 420 CU, YDS"

• OFFSITE WASTE/BORROW TO BE SUBMITTED BY AREA LOCATION CONTRACTOR FOR APPROVAL THESE NUMBERS ARE FOR PERMIT PURPOSES ONLY AND NOT FOR 37703.

MISS UTILITY 40 HOURS BEFORE YOU DIG CALL 'MISS UTILITY' AT 202;265-7177 OR B11 OR LOG ON TON:7.6www.m12.22211),,net

TOTAL AREA OF SITE AREA DISTURBED BUILDING AREA TOTAL CUT TOTAL FILL

NES BRA

SHEET NO:

C-3.1

DETAIL 4 - SILT FENCE DETAIL 1 - STABILIZED CONSTRUCTION ENTRANCE CONSTRUCTION SPECIFICATION

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OR lela =We AP:WM REAPED JOS OF PE rASPC

I. LENGTH - MIN. OF SEr RAMP a 30' RAMP FOR SINGLE RESIDENCE LOT.

2. WIDTH - 10' MINIMUM, SHOULD BE FLARED AT THE EXISTING ROAD TO PROVIDE A TURNING RADIUS.

3. GEOTEXTILE FABRIC (FILTER CLOTH) SHALL BE PLACED OVER THE EXISTING GROUND PRIOR TO PLACING STONE.

4. STONE - CRUSHED AGGREGATE (2 TO r) OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT SHALL BE PLACED AT LEAST 6" DEEP OVER THE LENGTH AND WIDTH OF THE ENTRANCE.

5. SURFACE WATER - ALL SURFACE WATER FLOWING TO OR DIVERTED TDWARD CONSTRUCTION ENTRANCES SHALL BE PIPED THROUGH THE ENTRANCE, MAINTAINING POSITIVE DRAINAGE. PIPE INSTALLED THROUGH THE STABILIZED CONSTRUCTION ENTRANCE SHALL BE PROTECTED WITH A MOUNTABLE BERM WITH 5:1 SLOPES AND MIN. OF 6" OF STONE OVER THE PIPE. PIPE HAS TO BE SIZED ACCORDING TO THE DRAINAGE. WHEN THE SCE IS LOCATED AT A HIGH SPOT AND HAS NO DRAINAGE TO CONVEY, A PIPE WILL NOT BE NECESSARY. PIPE SHOULD BE SIZED ACCORDING TO THE AMOUNT OF RUNOFF TO BE CONVEYED. A 6" MIN. WILL BE REQUIRED.

S. LOCATION - A STABIUZED CONSTRUCTION ENTRANCE SHALL BE LOCATED AT EVERY POINT WHERE CONSTRUCTION TRAFFIC ENTERS OR LEAVES A CONSTRUCTION SITE, VEHICLES LEAVING THE SITE MUST TRAVEL OVER THE ENTIRE LENGTH OF THE STABILIZED CONSTRUCTION ENTRANCE.

7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN CONDITION WHICH WILL PREVENT TRACKING DR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF- WAY THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REP AIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY.

9 WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY WHEN WASHING IS REQUIRED. IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE WHICH DRAINS INTO A APPROVED SEDIMENT TRAPPING DEVICE.

9 PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN

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DETAIL 6B - AT GRADE INLET PROTECTION SILT FENCE STANDARDS AND SPECIFICATIONS FOR DUST CONTROL

I_ THE CONTRACTOR SHALL CONDUCT OPERATIONS AND MAINTAIN THE PROJECT STE SO AS TO 1.11NIMIZE THE CREATION AND DISPERSION OF DUST. DUST CONTROL SHALL BE USED THROUGHOUT THE WORE AT THE SITE,

2. THE CONTRACTOR MUST PROVIDE MEAN WATER. FREE FROM SALT. OIL AND OTHER DELETERIOUS MATERIAL TO BE USED FOR ON-STE DUST CONTROL

3 THE CONTRACTOR SHALL SUPPLY WATER SPRAYING EQUIPMENT CAPABLE OF ACCESSING ALL WORK AREAS

4. THE CONTRACTOR SHALL IMPLEMENT STRICT DUST CONTROL MEASURES DURING ACTIVE CONSTRUCTOR PERIODS ON-SITE. THESE CONTROL MEASURES WILL GENERALLY CONSIST OF WATER APPUCATIONS THAT SHALL BE APPLIED A MINIMUM OF ONCE PER DAY DURING DRY WEATHER OR MORE OFTEN AS REWIRED TO PREVENT DUST EMISSIONS

5 FOR WATER APPLICATOR TO UNDISTURBED SOIL SURFACES. THE CONTRACTOR SHALL:

A APPLY WATER WITH EOUIPMENT CONSISTING OF TANK, SPRAY BAR, PUMP WITH DISCHARGE PRESSURE GAUGE,

B. ARRANGE SPRAY BAR HEIGHT, NOZZLE SPACING AND SPRAY PATTERN TO PROVIDE COMPLETE COVERAGE OF GROUND WITH WATER,

C DISPERSE WATER THROUGH NOZZLES ON SPRAY BAR AT CO PS, MINIMUM KEEP AREAS DAMP WITHOUT CREATING NUISANCE CONDITIONS SUCH AS PoNDING

6. FOR WATER APPLICATION TO SOIL SURFACES DURING DEMOLITION AND/OR EXCAVATION. THE CONTRACTOR SHALL

A. APPLY WATER WITH EQUIPMENT CONSSTING OF A TANK, PUMP WITH DISCHARGE GAUGE, HOSES AND MIST NOZZLES

B. LOCATE TANK AND SPRAYING EQUIPMENT SO THAT THE ENTRE EXCAVATION AREA CAN BE MISTED WITHOUT INTERFERING WITH DEMOLITION AND/CR EXCAVATION EQUIPMENT OR OPERATIONS. KEEP AREAS DAMP WITHOUT CREATING NUISANCE CONDITONS SUCH AS PONDING.

C. APPLY WATER SPRAY IN A MANNER TO PREVENT MOVEMENT OF SPRAY BEYOND THE SITE BOUNDARIES

Nolo In DI IEEE Shun MR Mops ancl sanely mile (USDA pon•rol emlem Boll CI.. A) eneMmum Mope Jena. Or. 4111 fence length Ill Ite unlIml In lnem, ammo o EMIL lance may 0o Ih• only perimeter control rectulrol

.14 ..m.rarco.razAreEn....warT....

FSC DETAILS NOTES'

STANDARDS AND SPECIFICATIONS FOR STREET SWEEPING

1. STREETS WITHIN ONE MILE SHALL BE INSPECTED DAILY, ANY DROPPED SOIL, DUST AND/OR DEBRIS SHALL BE REMOVED.

2. VACUUM TYPE STREET CLEANER SHALL BE USED TO EFFECTIVELY REMOVE TOTAL DUST AND DIRT ON PAVED SURFACES.

3 ROADS SHALL BE SWEPT DN A WEEKLY BASIS (MINIMUM) DURING ALL ON AND OFF MIT HAULING OPERATIONS FOR UP TO ONE MILE ALONG HAUL ROUTES

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MISS UTILITY 48 HOURS BEFORE YOU DIG CALL NM UTILITY AT 202-265-7177 OR el I OR LOG ON TO 111113 tBmPM.PlsoISYSMA

HE RenwrAmm I nincusur I morn

RACE I WATERS.0 PROM-end DINSION /NEAr oaracE .. lara B. - R sEIDI ODUARM DEFA.T.SIT OF NULM

Jr MOON LENGTH FENCE POST. gri,, A MINIMUM OF IS INTO

HormAr /SERA or COMISTEC SASE

irr Amman 00... IN Mae

WiliOAR.411 CENTER TO

CROSS SECTION STANDARD SYMBOL

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•

MAK DRAINAGE AREA . ACRE

GEOTEXTILE CLASS

PLAN/CUT AWAY VIEW

-1r AARE CRATE

CLANS E

NINE nES

R. OVERLAP

1 EROSION AND SEDIMENT CONTROL DETAILS ARE INCLUDED ON THE PLANS FCR REFERENCE CU, AND ARE NOT INTENDED TO REPRESENT A TOTAL SCLUSION OF ALL EROSCN AND

ONCE DETAILS

2 COORDINATE ESC MEASURE WITH THE DOCC INSPECTOR. INSTALL ADDITIONAL MEASURES AS REQUIRED BY THE DOGE INSPECTOR

3 E.,SECALERTEILS,,,SrVII.,,lsOlt,,IL",111,1:S. SHEET MAY NOT BE REQUIRED FOR THIS SPECIFIC PROJECT AND ARE INCLUDED IN THE EVENT THE DDOE INSPECTOR REQUIRES ADDITIONAL ESC

PECICATOM FOR ESC MEASURES ARE INCLUDED IN THE ESC NOTES AND DETAILS AND ARE NOT REFERENCED IN THE PROJECT SPECIFICATONS REFER TO DIDOE STANDARDS A PE.C.V.94

CROSS SECTION

MOO.

Anine.

JOINING TWO ADJACENT SILT FENCE SECTIONS

STAISUM MPS 1

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OAR W ISM, O RO T.

4 -AK A ErLaRIARN

DEMAAG GROUND

1 LENGTH - MINIMUM OF SW (.30. FOR SNGLE RESIDENCE LOT)

2 WIDTH - ttl uMINUN, SHOULD BE FLARED Al 714E Exonnc ROAD TO PROVIDE A TURNING RADIUS

,E.alET0NAEE'221,SNEL`VZ.ZIA4In,re.31.5',47412°411.72L2... 70 USE GEOTERTILE

4. STONE - CRUSHED AOCRECATE MEP

RECLAIMED CR RECYCLED CONCRETE EQUIVALEN7 SHAL1 BE PLACED AT LEASt a' EASY CO LENGTH AND ODIN OF THE ENTILANCE.

• SURFACE WATER - ALL SURFACE RATER FLOVANC To OR °AAR. TOWARD CONSTRUCTION ENINANGLS SMALL DE MED TROUGH TIM ENTRANCE MAINTALINIO MOH ORAMAGE PPE mSTALLED THROWN TIE STAMM, OCKSMUCTION ENTRANCE SHALL DE PROMOT° MIN A MOUNTABLE BERM RIM 61 ROPES NW A MSS OF 6" OF STONE OVER SE PPE MEN TIE SIR 15 LOCATED AT A RCN SPOT DIRE NAS NO DRAINASE TO CONVEY A PIPE NU NOT BE NECEEMARY. PPE SHOULD BE SEED

LOCATED

ACCORD.. 70 THE AMOLAIT OF RUNOFF TO BE CONVEYED A SP MINN RSMON SOWED THE LIMITABLE BERN 15 REWIRED ON ALL SCES NOT AT A SPOT.

ZEARra:tEIVIWAgrrrIVECRIOREE1gEAWRWIT2lE,TaTWITATONC THE STE LAVST TRAWL OVER THE ENTRE LENGTH OF T. STADLI2E0 CONSTRUCTION ENTRANCE

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SUBMISSION SCHEDULE

DATE


REVICNTIETAIMISS

OMIZ-

PROJECT:


RENOVATIONS 1000 MOUNT OLIVET ROAD. NE WASHINGTON, CC 20002

SHEET TITLE:

EROSION & SEDIMENT CONTROL DETAILS

PROJECT NO 113.506

9/21 /2015

SCALE NIA

SHEET NO:

C-3.2

TOP VIEW i.M.12•J'AVT.ir0 Zrack

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173. SECURITY WALL SEE STRUCTURAL PLAN FOR ADDITIONAL DETAILS.

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MISS UTILITY IA HOURS BEFORE YOU DIG CALL 'MISS UTILITY' AT 202.255-7117 OR Ill OR LOG ON TO IttpWwww.mIssullIlry net

SITE DEVELOPMENT PLAN

SCALE: 1 IN. = 10 FT.

SHEET NO:

C-4.0

• EX. DOOR

EXIS7ING YOUTH SERVICE CENTER

FE = 125.0

1241 11.4

ID 12,6 T' •

TAN .2. t SThilfraC \ _12144,RFie•-,21 15

1757

VERTICAL LIGHTING WI DOWNSPOUT ENCLOSURE TYPE II (TYP ) SEE ARCH DWG.41A01•04 FOR DETAILS, TYP. OF 4

REFERENCE NOTES 1. REFER TO DWG. C-2.0 FOR DEMOLITION.

2 REFER TO DWG. C-3.0 FOR EROSION & SED. CONTROL_

3 REFER TO DWG. C-50 FOR UTILITY INFORMATION_

4. REFER TD DWG. C-0.1; C-4 2 FOR SITE DETAILS

5. REFER TO DWG. C-0.0 FOR OTHER APPLICABLE NOTES

LEGEND

PERMEABLE CONCRETE PAVERS (SIZE OF UNIT)

SYNTHETIC TURF

CONCRETE BLOCK WITH - RANDOM SELECTION OF 10%. 30% AND 50% SATURATION

125 0 EXISTING SPOT ELEVATION

NEW SPOT ELEVATION

11 NI

CONCRETE EDGING BAND (COLOR)

PERIMETER CONCRETE CURB

TRENCH DRAIN - INLET GRATE

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CATE

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1719151

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SITE PLAN KEYNOTES:

El WALL EXTRUSION COLOR ACCENT FEATURE - REFER TO ARCHITECTS PLAN FOR DETAILS

El CONCRETE PERIMETER CURB - REFER TO DETAIL ON CIVIL DWG. 0-4.1

E SYNTHETIC TURF (STAGE) SURFACE - REFER TO DETAIL ON CIVIL DWG C-5 1

▪ CONCRETE EDGING WITH MIXED COLOR HUES TO MATCH INTERIOR POD COLORS

El LIGHT FIXTURE - REFER TO ELECTRIC PLANS FOR ADDITIONAL INFORMATION, TYP, OF 6

El ROUND TABLE FOR 12 PERSONS - REFER TO DETAIL ON CIVIL DWG. C-4.2

• NEOS ELECTRONIC GAME FOR CHILDREN - REFER TO DETAIL ON CIVIL DWG C-4 2

E PING POND TABLE, SECURED TO FLOOR - SEE DETAIL ON CIVIL DWG. C-4.2

El GAME TABLE TO BE SECURED TO FLOOR - SEE DETAIL ON CIVIL DWG C-4.2

E Er CONCRETE PLANTER AREA (SEE DETAIL ON C-4.1)

E ROUND TABLE FOR 4 PERSONS - REFER TO DETAIL ON CIVIL DWG. C-4.2

g SECURITY ROLL UP DOOR

13 14- RAISED CONCRETE SEAT WALL (SEE DETAIL ON C-4.1)

GENERAL NOTES:

1, CONTRACTOR TO ENGAGE AN UNDERGROUND UTILITY LOCATION SERVICE TO LOCATE. IDENTIFY, AND MARK ALL UNDERGROUND UTILITY LINES PRIOR TO UNDERTAKING ANY EXCAVATORS

2 ALL CONCRETE WALK. CURB AND GUTTER SHALL CONFORM TO DDOT STANDARDS AND SPECIFICATIONS

3. ALL STORM DRAIN WORK AND MATERIALS AND METHODS SHALL CONFORM TO STANDARDS AND SPECIFICATIONS OF DCWATER.

4. CONTRACT MISS UTILITY AT 202-265-7177 FOR MARKINGS OF EXISTING UNDERGROUND UTILITIES BEFORE EXCAVATING ANY WORK.

5, CONTRACTOR TO TEST PIT FOR LOCATION AND DEPTH OF EXISTING GAS AND ELECTRIC BEFORE EXCAVATING FOR ANY WORK DEPICTED ON THIS PLAN-

FRO*41 113-i*

9/212015


AREA = 730,937 50. FT. 3.00590 ACRES

GRASS

EXISMIG YOUTH SERVICE CENTER

F.F.= VARIES

1220

1'24 W.

24.13 NA!

EX WINDOW 1°?

1215 „211G,Iti T.

6. SEE THE COVER SHEET FOR ADDITIONAL NOTES THAT APPLY TO THIS PHASE OF WORK.

24

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SCC 5•11". IOW

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SITE DEVELOPMENT PLAN SCAR. I W • 10 FT

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DYRS-YOUTH SERVICES

CENTER COURTYARD

RENOVATIONS



EXISTING YOUTH SERVICE CENTER

FF. = VARIES

44030

CATE 4,0

3704 C

Eh7S17NC YOUTH SERVICE CEN7ER

F F 1250

PARCEL 141 / 71 SQUARE 4040 AREA /30.9/150. FT.

.100590 ACRES

lVERTICAL LIGHTING WI DOWNSPOUT ENCLOSURE TYPE II ITYP I SEE ARCH DWELCA01A04 FOR DETAILS. TYP. OF 4

CENTERLWE OP CONCRETE ED0410.

COLORS VARY. TIP

SYNTHETIC TURF

GEOMETRIC LAYOUT PLAN SCALE: I IN .10 FT.

G RA P H1C SCALE

• Peer

DeSICEPARTMENr OF °NEPAL SEIRMEst

LIMMEWORMAIWTIN•41404444

ENGINEERS CERTIFICAlE

44.ANAZ


CONSTRUCTION DOCUMENTS SET 9/21/15

REVISION SCREIARS DATE

PROJECT:


RENOVATIONS 1000 MOUNT DUVET ROAD. NE WASHINGTON. DC 20002

SHEET TITLE

SITE GEOMETRIC LAYOUT PLAN AND DETAILS

PROJECT NE 113-506

SIN41015

SCA/ 1 W.• 10FT

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C-4.1

CONCRETE PLANTER WALL

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1114.11.111,4411611 41.1....44.1.11.

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1114111410 14.

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MISS UTILITY 98 HOURS BEFORE YOU DIG CALL 'MISS UTILITY" AT 202-285-7177 OR 811 OR LOO ONTO MmANAA~SAMMO

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OUTDOOR GAME TABLE Nail sear

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CONSTRUCTION DOCUMENTS SET eams


PROJECT:


RENOVATIONS 1003 MOUNT OLIVET ROAD. NE WASHINGTON, DC 20002

SHEET TITLE:

HARDSCAPE DETAILS

PRDUIECV MD 1 TRAM

9121,2015

SCALE N/A

SHEET NO:

C-4.2 LARGE OUTDOOR SEATING TABLE Mr ID YALE

(OR APPROVED EQUAL)

NEOS ELECTRONIC GAME ma re mare

IAN LINMEN NAN.

Product Electronic Wall

Available From: Fairworld *slams Ins 1a00 Bunalo la 1..pisburs, PA 17831 PH: 510422 NCO

Nolan: 1 Or aPproved *qv. 2 Install per manufacturers recommendations

CONCRETE PING PONG TABLE OEL 111 SC•LI

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0,..pechrtem Pre.. ND 1.196 Echo Or. Roseburg, OR 9797O PN:S61-6730636

Notes: 1 Of APPreved equal 2 Install per manufacturers recommendations

NEOS ROUND TABLE m amst

Nees Electronic Game:

Prods. ROUND TABLE Available From:

Playarerld Systems lee 1000 Buffalo Si lassisbers, PA 12832 PK EPOS. Rtico

Neter Dr aPPmeed equal

2 Install per manufacturers recommendations

Dos SEPARTNENTOF OSSA. seam.,

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==== NEW STORM DRAIN LINE NEW ELECTRICAL LINE NEW TRENCH DRAIN EXISTING STORM DRAIN PIPE EBNEND .1011 GATE EXISTING SURFACE LIGHT EXISTING ELECTRIC CONDUIT


RENOVATIONS 1000 MOUNT OLIVET ROAD, NE WASHINGTON, DC 20002 SHEET TITLE:

SITE UTILITY PLAN

PROSECT Net lt:Peef

S/21/2015

roll 0 219:44

‘F. P74 • 17467

N

EX INV IN 116 5

FA TOP M IERY-EC, TO EON. U001CRTLID ON WM PLAN C6 0

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— RIP-RAP STORM PIPE OUTFALL SEE MEET C-6.2 FOR DETAIL INV = 121 57

HOPE 0 2 DOS TRENCH DRAIN TOP412449 MY. VARIES ace DEMI. C•11

TAN

GATE A' PVC SD LATERIAL (§I 2%

TOP TO BE REMOVED AND INLET MODIFIED TO BECOME A BURIED FIELD CONNECTION STRUCTURE

ELECTRIC SERVICE, SEE ELEC PLANS PERIMETER CURB FOR SYNTHETIC TURF


AREA - 130,957 SO. FT. 3.00590 ACRES

EXISTING YOUTH SERVICE CENTER

VARIES


400 TRENCH DRAIN VO..2.35 EE SLFE MI.. CW1

PERM. RD .4264, B 1

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r

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TRENCH DRAIN TOP F 124.751 T INV (VARIES) SEE DETAIL, C-6.1 C PERMUTED

01:PE 0 1.OiX

TRENCH DRAIN TOP =12415 INV (VARIES) SEE DETAIL, G-6.1-

EXIST CONNECTION TO REMAIN FIELD VERIFY ELEV.

SYNTH TURF

4' PVC SO LATERIAL O 2%

EXISTING CONDUIT TO BE LOCATED AND PROTECTED


SURFACE LIGHT, TYP. TOP TO BE REMOVED AND INLET MODIFIED TO BECOME A BURIED FIELD CONNECTION STRUCTURE

EXIST. CONNECTION TO REMAIN FIELD VERIFY ELEV,

DOSING YOUTH SERVICE CENTER

F.F. = 125.0

ElLMT1129 CINERAT TO DE LOCATED AND PROTECTED YER,CAL L101.-r0i9 DIDMISMV, 019MS...a TYPE II (TYP ) SEE ARCH DWG 4/A01-A04 FOR DETAILS, RIP OF 4

ELECTRIC SERVICE, SEE ELEC PLANS PERMU0:2

EWE .1freR

TRENCH DRAIN TOP= 24 65 INV. (VARIES) SEE DETAIL C6 1, TYP . OF FOUR

SITE UTILITY PLAN SCALE: 1 IN = 10 FT

SCALE: 1 IN = 10 FT SPICES NO

SUBMISSION SCHEDULE DATE CONSTRUCTION DOCUMENTS SET 9/21/15

AmptiNtOT4Oull.

OGS IDEPARIIMENT OF GENERAL SER..,

4.0er 0.4.11,4 sweewlms

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ENGINEERS CERTIFICAIE 4F4

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C-5.0 MISS UTILITY 10:R.021 BEFORE TOW 9I6 CALL 'MISS UTILITY' AT 202-265-7177 OR 811 DR LOG ON TO MOW.% m1446611)4.

CAP VIITArinA ,

DIONITANTICM OVERFLOW NOTF.

ge—A mD inIETT.74VM "°2"'416"c'T'''IL

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INLET STRUCTURE ' IW=1190

BIORVENT1ON 54 • 263 SF

SERVICE CENTER rUli;ATELVF =120.5 PONDINC ELEV=121 5

F.F. = VARIES SEE SHEET C-13.2 FOR SECTION

=121 57 CA.34. TRENCH DRAIN SECTION SEE SHEET C-6.1 FOR DET01

TOP TO BE REMOVED AND INLET MODIFIED TO BECOME A BURIED FIELD CONNECTION STRUCTURE INSTALL NEW INLET TOP SLAB

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UC

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7.1E,PLICA'Nn7R7 A'SET OF I.TR MAINTENANCE AND OPERATION or THE STE S FACILITY.

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IRIETHIN PI DAYS ASPER CCAIPLETION OF CONSTRUCTOR OF AU. STURIANA LIANAMONI PRACTCES (BUN. STOW/ATER INFRASTRUCNR TE'

NO COA.ERS (COLLECTIVELY INC TALB.BYL PLEASE SEND TN S oTETT:E. PROTECTION DIVISION OF THE DISITIICT DEPARTIA'ENT'OF'TE

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0110 CS CM 20 Ana a.m., L- eAM

I HEREBY CENT, THAT ALL STORIINATER EST NAHADEWENT PRACTICES.

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SE DETERMAATONS NAVE BEEN BASED UPON DN A AA.;10,1.1 ACf COAAZA,ATISTRII,C;I,ION, SOKOULED AND CONDUCE BY ME

ENCLOSED ONE SET OF AS-BOILrErCINE5INCIPCLINtr'''

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SUBSTANTIAL WANTONS Rm.. THE APPROAD PLANS AND SPEOFIGIVONS (ATIADI ADDITIONAL SHEETS IF REOIARED)

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DOS ,DEPARTMENT OF GENERAL SERVICES,

E;OBAL ENGINEERINGSOLLITION

1.010101 ['TONGAN

_%•za= 00.124X--4

SUBMISSION SCHEDULE

CONSTRUCTION DOCUMENTS SET 0121115

REVISION SCHEDULE

PROJECT


RENOVATIONS 1000 MOUNT OLIVET ROAD. NE WASITINGION• MI=

SHEET TITLE:

STORMWATER MANAGEMENT PLAN

PRaieer .1140,1

9/21/2015

SCALE AS SHOWN

000.07.

C-6.0

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SEE MEET C-6.1 FOR DETAIL

IN OUT = 119,8

MD= NN05 (IA)

BEL 0-N.1 NON =TON

TDB TO BE NBIADYECT INLET MODIFIED TO BECOME A BURIED FIELD CONNECTION STRUCTURE

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iNli

DATE

RECONNECT DOWNSPOUT TO IN-3 W1111 r HOPE PIPE

HOPE 0 2 MR

TOP-121.5 SEE EVORETENTION OVERFLOW SEE NOTE BELOW

SQUARE 4049\ PERMEABLE SYNTHETIC TURF (01)

SA = 860 SF SEE SHEET O-61 FOR DUAL

LOT 0034

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CONNECT DOWNSPOUT TO BUSTING STORM PIPE WRIT R HOPE PIPE

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MISS UTILITY 40 HOURS BEFORE YOU DIG CALL 'MISS UTILITY" AT 202-266-T177 OR 811 OR LOG ON TO OltpAw.w.IBIMvIIIILY.r.,

MISS UTILITY 48 HOURS BEFORE YOU DIG CALL "MISS Mill"' AT 202-285-]127 OR 811 OR LOG ON TO 19)9Jhww. mIssuffilly net

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a CONTRACTOR SNALL INSTALL %GRASS CROSS SECTION THICAN,ESS FOR

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TYPICAL PERIMETER DRAIN SECTION A-A'

NOT TO SCALE


CONSTRUCTION DOCUMENTS SET 9/21)15

miIvoi2maekalIzE

PROJECT:


RENOVATIONS 1000 MOUNT OLIVET ROAD NE WASHINGTON, DC 20002 • 1..EvEmIG FOOT

TRENCH DRAIN GRATE NOT TN [VLF

RfaIES:-

1. PROVIDE ADA ACCESSIBLE URBAN ACCESSORIES TRENCH DRAIN OR APPROVED EQUAL

SHEET TITLE:

STORMWATER MANAGEMENT DETAILS

PROJECT NO, 113-505

1911.90317

SCALE: NIA

SHEET NO:

C-6.1

ELEIthlai

NOTE 1, NSTALL ACOORakFT. MTH NATILRAOTLIRMS STECIFICATONS. • ACC REEAR AS REQUIRED • STANOARD CHANNEL LENGTH ec,r,ps, 6 STANDARD CHANNEL SLOPE SO SIT

PRISM SPRCRTIORTRIN GRATE FRAME DUO(PAH; STANDARD

D. DUCTILE RON GRATE .SECH0.4101.A. ADA COMPLIANT

TRENCH DRAIN DETAIL NOT TO SCALE

SECTION B-B & C-C NOT TO SCALE

RIP-RAP OUTFALL DETAIL IPLANI NOT TO SCALE

IN-3 MODIFICATION DETAIL (SECTION/ NOT TO SCALE REVISION SCHEDULE 10441

PROJECT:

MISS UTILITY 48 HOURS BEFORE YOU DIG CALL TAISS UTILITY- AT 202-265-7177 00 011 OR LOG ON TO1001/wvm mhs911110.801

ENGINEERS CER1IFICATE


RENOVATIONS ILOZIKIUNTOLIWI ROLA NE WASHINGTON. DC 20002

SHEET TITLE: •rwo• riwzRHOCHITA/ STORMWATER MANAGEMENT

OWYMNOMILYWYM.

w.wAmaa R.•• Roe. Wok...DR DETAILS

PRO.F.EritiO ti.tift*

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.0EPARIVENT OF GENE.. SERVICES:

LANCE MILEY a ASSOCI.ES

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BIORETENTION CALCULATIONS STORMWATER MANAGEMENT PLAN COMPLIANCE DATA

OW IMPARTMENT OF GENERAL SERVICES.

2.45tCE FIAILV,4.550CIATES

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SITE DRAINAGE AREA COMPLIANCE DATA

SITE BMP COMPLIANCE DATA



CONSTRUCTION DOCUMENTS SET 9/21/15

REVISION SCHEDULE

PROJECT


RENOVATIONS 1010 LAX NT CK NET *OAS N I. WASHINGTON, DC 20002

SHEET TITLE:

STORMWATER MANAGEMENT CALCULATIONS

PROJECT N0:113-506

1224s1D26

SCALE: N /

MISS UTILITY 48 HOURS BEFORE YOU DIG CALL "MISS UTILITY. AT 202-26341n OR 811 OR LOG ON TO MIA,P.P./2,22.81WPA1

SHEET NO:

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••••••=1.•

ANT

ENGINEERS GERTIFIGAlE

DX, 74:

OUILNISBEN4 IMISEIULE 00* CONSTRUCTION DOCUMENTS SET 9/21/15

REVISION SCHEDULE OVITI

PROJECT


RENOVATIONS 1000 MOUNT OLIVET ROAD. NE

WASHINGTON. DC 20002

SHEET TITLE: STORMWATER MANAGEMENT MAINTENANCE

SCHEDULES PROJECT NO: 113-508

9/21/2015

SCALE: 1 IN =10 FT

SHEET NO:

C-6.4 MISS UTILITY .113 HOURS BEFORE YOU DIG CALL -miss UTILITY" AT 202-2E5-7177 OR 811 OR LOG ON TO MONA. rnIsoullIIN.net

WILL 100•100 =LW pcm• wear= rtml.pg-...e 4.13

13 EMERGENCY BATTERY PACK LIGHT FIXTURE

41••••••••-c. WPM es De•-••••.• mmv. a:Ica.L.11.•111:11,11A •..1.1 .crG•Ilm on a2.. =um foce •mum• Ber100.04.70•0•11•11,ema 20A IP 120V TOGGLE TYPE LIGHT SWITCH

M.. 15EIH ~•0 Leif *Wm

So, 1%A7070 Lo. 14001

,707•Ex 110711:•MI. NO.% 0.131VW 1•10111.011

HIE01IN1HAMOMINACE IMEM MTEMSPIMONE100 OR NENECIM C

102 70=.007......11.0.010see.r.70 wow .1,0/707000 cw•a•••••••avrtat SM

0 co.000.0.00•0000.00.701.1 NC. 1.11110.P10100.1 aw07140 1 ;A

e CEILING MOUNTED DAYLIGHT SENSOR

•0I•17 1..W•7•1•4010001•00•••••2070•••••• Rum. WITH PROTECTIVE CAGE WATTSTOPPER HBDICELLS VNTH

PROTECTNE CAGE OR APPROVED E UAL

41.

DGS OGS LZPARTMENT OF GENERAL SERVICES,

LANCE BAILEY 6 ASSOCIATES

00CV


GEC C.

SUBMISSION SCHEDULE

1 PERMIT SET

ISIVISION =Mtn-4E

NO DESCRIPTION

PROJECT:

DYRS COURTYARD RENOVATION 1000 MOUNT OLIVET ROAD. NE WASHINGTON, DC 20002

SHEET TITLE:

ELECTRICAL COVER SHEET

prronierva 1710

JULY 17 2015

SCALE:

SHEET NO:

DATE

07-17-2015

DATE

POWER

GENERAL

ELECTRICAL LEGEND

THE WORK TO BE DONE SHALL NQUDE THE FURNISHING OF AU LABOR

1•3101./.1.0.00Cet 1100•011.0,003.•••010000••••• 01.7•71•00011.4001.10mX1,00.017. reammum. INSTALL AND TO

1020:0, mc0.00.1•11111.,•• wax 10000110 DRAWINGS FOR A COMPLETE OPERADONAL SYSTEM. COORCINATE WORN TO

0001•000100.0m0w.c0 01.11•10MOBROML 0.1000:00010110.0 000.0 ENNW/awa ANAMIIMMEEKE ELSMEE NAMME CTS .1.71004.4.10 CC00•00.0 CM01/10-0.•00. =Mum, we0•0,1:1020 TRADES.

t M.111.00.0.1.00:000•04.00710.MM010 VII000•••:+10•••010 THE LATEST ADOPTED NATIONAL ELECTRICAL CODE AND ALL OTHER LOCAL CODES AND AUTHORITIES HAVING JURISDICTION

3 THE DRAWINGS WHICH CONSTITUTE A PART OF THIS CONTRACT. INDICATE THE

err. aw0malunef elbanom 1.01.0a0e•cm,rm-IMP•0•1. PANELBOARDS ODNDUIT AND OTHER WORK. ALL ITEMS NOT SPECIFICALLY

Mee. maeoL•000.000•0:1202.0 00.4 • 010.011 0000.5 INSTALLATION. SHALL BE INCLUDED AT NO EXTRA COST.

• 17.0.2.m.1.0300•0•1•••• •950071700701115t al 000 ceet••••• mi. 04 410010CNALL 09:00.0.0.2..1•0 me MI 000000101.01.00710€ G•=0.01.r, •LL 0.10 1•00•4 ORDER TO BECOLE FAMILIAR WITH ALL ASPECTS OF THE DESIGN AFFECTING

THE ELECTRICAL WORK

I C,M1NWC1MEMLE eiXENNEMLWEEMMIMMH1.21 LMIEMMI• ION =MOE Was.. NE.avrEnn.lwarekwrom ammEmpm 010.17000.0.01•41/001.00.1.0hcei defame •urr Am Ka ukcet. TO RECEPTACLES SWITCHES FIXTURES AND TELEDATA OUDETS

• A411001,110.1. WHERNESMILI tt 4•714101.1000•01•0000.0.1.• 011E a me.0-0 .10 Mmom.....i L0.1•0pe •••1 M.RTE1. TOO ....a•Hwieute wow.= ••• MI valrIem irt.rron !war. E.wwew•.Jwurc, 0•Ipryepw.a 01...0/002•4•0,•10•111.0001.00100•111seemir10• ARCHITECT,. THE ENGINEER WHERE APPLICABLE ALL EOUIPMENT MAU. 13 IN ACCORDANCE WITH NEM STANDARDS

1.. *wk. 3.001.•1010107.01010•010.1.01114 001140 010•4•01 0•000msee mimml•PA1•00

SMALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER

INSTALL A FIRE STOP OF ROCKWOOL FIRER OR SILICON FOAM SEALANT TO PROVIDE AN EFFECTIVE DIRRIER AG/HAIST THE SPREAD OF FIRE ANO SMOKE

Immeoackm10001Am 0000000 0.11Cmeda 001:01•71.41 1•011‘0, MTMMIEMOMEAM

W ALL CERTIFICATES OP AFPROVAL SHALL BE IN TRIPLICATE DELIVERED 2.12

THE ENGINEER AND BECOME THE PROPERTY OF DIE OWNER

/ I CONTRACTOR SHALL VERIFY ALL EQUIPMENT REOUIREMENTS BEFORE

INSTALLING CONDUIT OR CONDUCTORS FROM POWER SOURCE TO EQUIPMENT TERMINATION

TWO1011 'mu LAMMAS OUIppar 10R11•1311,1 men N=Mt P11.04.11C01021.1•111. enarawdr.m....crigam`O eper• Nalmerneuefte

gcm:•••••••10.0.0.•:••••••01.0••••••0010•••••••10 TOGETHER IN ONE COMMIT.

.1.4.01:.1.1111 .a010.1....01•M.V. KreDw ELECTRICAL CODE AND LOCAL ELERRICAL CODE REOUIREMENTS AND THE

1011mmalmilMOMMENT IMMTP,N wpm nerre 0,1114 OM* INE.MEMMACM P.M MOM MAILMIEMALEMNE

0•NmwAv 11•••••••••••=11•15.11000mmEncpmed LwmA•0.0...c. • masLwsccm.11•01. 1,00.0.0m01

01110:0•13,0•01202:41.0 01•000•3•0010 THE ELECTRICAL CONTRACTOR SIAALL PROVIDE NEW CIRCUIT BREAKERS ANDOR FUSE0 SWITCHES AS

••••=00

14•000.0010.-••07.110011.110•111141.110 COMA N7 MP MILE BE ei 'Ng E, Wry- [Nome Kowa.. INTORMI imincerioarmnp0.1.007.00410 OA& wi MIME EMMEN.

•11.--Fm00•00•00 7Leots-• .1000. nicw., c1.700.••• ••••• Le•••••/•• ALL •0701100.004.1.01000011.107 MSC •1000. NC KMORM,AMN MC MN.L0,40•0417u• ••0••700.• PA. .1 BUILDING DINNER PRIOR TO SHUTT/NG DOWN POWER TO ANY SWITCNBOARD

1:17010000. Ourm..10 000.101 Keel TO ALL OTHER TRADES OF ALL

10:04000.01/.00.0•0000 KAM. •

Ie 011.171. W•10 •00calmnsa•M e2. 010:01•01:eemen• SHALL VISIT DIE SITE ANC FAMIAME HILISELFNMIMMEMPE ENE CLIMPEM.CMIENC,CRIMLIAMM 02r SOLM, AMOR

lachia• • ...me mrA2ecen0L000010va 0007700/ mum puw•nrr TYR= MY. 1.46.15 11.4 Pope001"04.070 nuff 11•1.0c0 001.12VMC. CO

MEP

NSTRUCTION VP Larr.,.

NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY

001.103.1. 1;p...cm. 11300.0 aFFELKWORKE

ELECTRICAL LEGEND

GENERAL NOTES ,WRIMPEITE170fLeem0. =Norm EMI. 11.1141...1 ELECTRICALS-15TM NMELIMMGM1.1 CLENNALMENIMMINMMNI • ORDER P. SHALL, WITHOUT CHARGE. REPLACE MEV WORK OP MATEM. pm. mem. mem. 17000.• 0.C.000••••••••••• M•010•0;.••• 000•1.101.0., 7.0 okii. or 7.1. AM710H0•00. •00,410. EC 1L0.00. wee. 00-esuus mou•cconlmor 410Grocm. ceml•Ani• anki. DURING DIE ONE PEAR GUARANTEE PERIOD. BE RESPONSIBLE ION 010~01

REPAIR AND ADJUSTMENTS OF ALL ELECTRICAL SYSTEMS AND EDW./ENT.

0000000. MVOS r1,1471.1:61"...NA05.,1040/XVON, TOO.. ave.-ram Amt WIRATO•

Tw,[ IIMPIMEE MM,ME111.• N,M111MMIN MEN ACCEPTANCE OR THIS PROJECT. POST CONSTRUCTION REVIEW OF DIE

I•Wad.Y.40.310 WM.

11.101.010 1.0.0•0•01•001000••••••1111.10m120 1••• •1•00.0.00•01•0701.. /0•000•0• 0111,001•••7170-00 ••••••••••• CURING REVIEW SHALL BE DONE FIX rxi CaTOMMMIK AT VM01T4....001 TO THE OWNER

20 THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND SI.0LL INCUR FINANCIAL RESPONSIBILITY FOR ANY DAMAGES CAUSED BV, OR RESULTING FROM DEFECTS IN HIS WORK.

n nM.sernem 07010.111•••••Law•Bm a ,m1 •IL fc• 1.40 0•000 MM,X1100, mom..

MIMES 0400,01 warm rma. • 00:00010•01.07.0 TO RECORD ALL CHANGES MADE DURING CONSTRUCTION THESE,/ OF DRAWINGS

OM Env.

.1[1 01 CaunP00 0.4 0.04 0.01 cr4 Ca* Zw••0/•4 060.04:w1700,0100001.00

..07.00.00:00 000.1•0 000.0 01.0.00 TO ne uemn L1.tkilf1-010 710 NAM.. 14011.1.111.11 IMEM ECE1M •000:0L KW/004 12.00.00 mmu00

ALL MM.., IMIMMIXIMEMME EIMWEHMEEIMOMME10 EINEMEEMEMMLINEANNEMILLIMMMENEMEimEmeam, • 10.1..sere A•Leeena•mowl•adiuL E emer.N.00 mcw.00111 AMOR WALLS UNLESS SPECIFIULLT NOTED OTHERWISE CHANNEL EXISTING WALLS MERE RE HIRED MERE WIRING...E ....0 SCITMMX 010•01010•000B01010.11010...wee 001742ALLmada7PM11 MEIMIGMEMENEEM MIEMMEMMAMEM NUMMI.

ELECTRICAL LEGEND

ABEIRFNACTIONS AMP AMPERES /100 GIOUND

OD ABOVE EC GENERAL CONTRACTOR ALTERNA. CURRENT PI GROUND FAULT NRERRUPTER

F ABOVE FINISHED FLOOR ISOLATED GROUND ARCH ARCHITECTURAL ARCHITECT INGND INCANDESCENT BEL 101.04 KAIC KODAMP INTERRUPTING CURRENT BAR /MEM KVA KILOVOLT AMPERES C CONDUIT M KILOWATTS

CELL WAG LTISIL WORT, OFT MOAT • •EnI• DA ecrimom Rte 100.0100.1a1O) CM0 DC DRECT CURRENT DECN NECHANIGL DS DISCONNECT SWOOP WI MOUNTING HEIGHT DISC ma00m••000 /00 0011110110111,

• 0.1.001 4•101000 EC ELECTRICAL CONTRACTOR krro *cum. EF EXHAUST FAN NEC NATIONAL ELECTRICAL CODE DEC ELECTWCAL NO.P EMMA EN EMERGENCY NTS NOT TO SCALE EQUIP EOUIPMENT P POLE EXIST DERN° PH 0 100.30 FA FIRE AUW FNL 0IwEL

CP RRE ALARM CONTROL PANEL KEMP MEE pwp

1E1 M

, ANHUNCNTOR PANELTEL E 010• 00

FULL LOAD AMPERES TVP nPICAL Mel MIMI., NOP ESS COMPASS ACTOR

VOLT: W 01 EE IN Mu WP WERTHEIM.,

LIGHTING watt •Burit110102-000/211,01110-010.110Ww0.011•001

•••••• tr.00r•••10:01100001014 100070211.0

uN•q0101. 0770••7•0110 Wpm.

.0000.101.04:3002.- wW10.141•07101

0 SHADED CIRCLE INDICATES FLVILIRE ON EMERGENCY CIRCUIT

LIGHTING FIXTURE SCHEDULE

OOP WA

• LED 02

As0.7047.00, =mann ••••44.

algaaalL • ma. 0Wx-10•00,04 0•01•0 as Mx 0•00000•"•R

•••••7•cr 110 run.. 0010440um low amid 7..0 .00.047. •0771.112 nowt 000•.4mm01 00/.1. leswmr.t.0•40.00:000610

1 COORDINATE FINISH WITH ARCHITECT

• .10.77701:00111 0PAPt0100•0•00.00 I,W KL•01100000010

ELECTRICAL LEGEND

IOU 001030.0.0.0u01001. 003WW•00.01201000Naitiiirea LOCATION AND MOUNTING HEIGHTS

VW WEATHER PROOF LNEMA SRL

IG ISOLATED GROUND

GROUND FAULT INTERRUPTER

9 1100.1•00.00anLl 01,1077•26 01,00 cem.

210.1.01 000040110 011406010ri mr•pulaN•

.0. WALL 3013 SPECIAL RECEPTACLE NEMA TYPE PER PLANS

Si Rea 1113.0012110. .320.1.42.2NCKFTECIA

CEIUNG MOUNTED JUNCTION BC.

WI. IM.010600:00••••

1.1:01E•M41M 04•13. maw 00•00•06s

07 CLIMMICEEM,ESIMMEMMI Ma.

.0) M0101 WW1 10.40.000OP••••• /0701•••10.

000.01 M:00.0600.1-

0 ENCLOSED CIRCUIT BREAKER

0 2.0•111.6012.1,1

,L INDICATES REVISION CLOUDED AREA CONTAINS THE REVISION

EMEAM LOWMAN..

HOPIDEJH

rill SYMBOL GOOREF1*11

*gm.. men.vee .4p o

V5,K001.•4L0100•001.0..

u.N.Loamomr., •fimam[1.40C0•014 0 al 011•000601.00•0•01000 0-07•10 000•00.0

IMMEEN1MM, 11.21.1-TPM

MANUFACTURER AND CATALOG NUMBER

LIB

VOLTS


NO DESCRIPTION

PROJECT:

DYRS COURTYARD RENOVATION

GENERAL NOTES

FCR MEM NIRIM SYMBOL UNDO NO 1 lam 10 DOI TONS. UST OF .NLVA

® SPECIFIC NOTES 1 MOM EITFRAM SEDUM, LOC WU. TO ROM.

CCW.1.14 .1 MEM ONO RE-INIP . MUNN . Al. NNE .f. .7 M. 11E ULM FIRMS . Prl MOTTO ORDER

2 .111R MOORED LED OP-LOIRAM SM .7. FUTURE .EDUM RR TME . MESE TfFE ROUES SOLE BE CONOUED MA 11E MOOG SEE NOTE I BEIM

1 LED MY FIXTURE MOUNTED nwnctuy lam . PERFORMED PONS. SEE NIONECTRN. DRUM M . MN. 011.12 LOCATORS NO CET. SE WANG WORE UED. FOR 'ME .11121E TYPE FIXTURES SRAM BE COMMIED 114 1E F. SEE xcnt A FELON

a CONELT CRCUR PA/EL AM ROUTE VIA FEW MOCK

TAO MOM RE .. SIMI. EE MEMATC MOO SEM OR .ROYMI EQUAL 11E GOP( SF. FE LICATED RODE RE BYROM OMR.. MPL LOCA. MOH ON. NATURE wi.is r NN r SRAM FE CONNCUED SEP..

2 RIOTS . CROAT RR .6 ME MD 0011.6 10 mom P.L 010AMNE RM. LOCA. WN1 MOONS mice

OM 10 NIAI111 NO INSTMATON.

1 PRONE NEW WO mow ENFAKIER IN OE MACE IF PANEL E103-02 N ELENTAML RCM ROI CROAT FREMM

1. MTN EMT.

7. E NEW ./1PEU

=Ix me RO

m ix II. so. MOT PANEL .. M E. CROAT FR SPRON E10.1-0

. ENEV1N

IC

L LO.K LiACL VI LIR • MS

R. CR1 .E.CLE DATA NO 10 oun. FOR OUTDOOR 111 MREEN. MO.. NUL MINTON RN mamma POOR M ROOM. NO INST.A.

10. 2110. 11100E WC

•

UGS 11 iLTPARTMENT OF GENERAL SERVICES,

;••=7:7Z2

,LINCE BAILEY 6 ol

SIAIKIVEM Erman

MGV CONSEMSZFIll.L ENGINEER


1 PERMIT SET 07-17-2015

1000 MOUNT DUVET ROAD, NE WASHINGTON, DC 20002

SHEET TITLE:

COURTYARD ELECTRICAL PLAN

PROJECT NO: 1310

JULY 17, 2015

SCALE:

SHEET NO:

E101

PNL E103-02 LA

PNL F10-01

(DO ElOS

IDDST1NO PARTIAL RISER DIAGRAM 1117.1

2 DUSTING PANEL SCHEDULES .61 •1

cc

• 1 COURTYARD ELECTRICAL PLAN

cc

CO

IEEI M

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4 :ii.1-."--• ---_- --- 1:••:•• • r:',' 7---=

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PROJECT:

DYRS COURTYARD #1& #2 RENOVATION


SHEET TITLE:

STRUCTURAL NOTES

PROJECT NO: 1310

JULY 23.2015

SCALE:

SHEET NO:

0 0 0 1

Agri

WYE SUBMISSION SCHEDULE

NO DESCRIPTION


NO DESCRIPTION

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NO DESCRIPTION

PROJECT:



SHEET TITLE:

PROPOSED FOUNDATION & WALL PLAN

rPomq.* Ma OR JULY 23, 2015

11[1,s. MSC,. WM. .C3.1 ' SCALE:

SHEET NO: KEYPLAN

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SUBMISSION SCHEDULE

NO DESCRIPTION

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1000 MOUNT OLIVET ROAD. NE rrAMYN6TDN SC 21;.aa

TYPICAL BEAM BEARING DETAIL. 0 SHEET TITLE:

SECTIONS & DETAILS

PROJECT NO: 1310

JULY 23.2015

SCALR,

E" 2 SHEET NO:

S0003

GE,LEFIC -FCALE

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NO DESCRIPTION


NO DESCRIPTION

PROJECT:



gmer Tint

SECTIONS & DETAILS

PROJECT ND: 1310

JULY 23,2015

SCALE:

SHEET NO:

S0004

Attachment B

Form of Offer Letter and Bid Form

Mr. Christopher Weaver [DATE] Page 1

Attachment B

[Contractor's Letterhead]

[Insert Date]

District of Columbia Department of General Services 2000 - 14th Street, NW, 8'h Floor Washington, DC 20009

Attn: Mr. Christopher Weaver Acting Director/Chief Contracting Officer

Reference: Invitation for Bids (IFB) DCAM-16-CS-0040 - Renovation of DYRS Gymnasium and Courtyard

Dear Mr. Weaver:

On behalf of [INSERT NAME OF BIDDER] (the "Bidder"), I am pleased to submit this bid in response to the Department of General Services' (the "Department" or "DGS") Invitation for Bids (the "IFB") for the renovation of the DYRS gymnasium and courtyard at 1000 Mount Olivet Road, NE, Washington, DC. The Bidder has reviewed the IFB and the attachments thereto, any addenda thereto (collectively, the "Bid Documents") and has conducted such due diligence and analysis as the Bidder, in its sole judgment, has deemed necessary in order to submit its Bid in response to the IFB. The Bidder's bid and the Lump Sum Fixed Price are based on the Bid Documents as issued and assume no material alteration of the terms of the Bid Documents. (Collectively, the Bid and the Lump Sum Fixed Price are referred to as the "Bidder's Bid".)

The Bidder's Bid is as follows:

Bid

CLIN DESCRIPTION LUMP SUM FIXED PRICE

0001 Renovation of DRYS Gymnasium and Courtyard At 1000 Mount

Olivet Road, NE$

Total Lump Sum Fixed Price

LUMP SUM FIXED PRICE IN WORDS:


The Bidder, for CLIN 0001, must submit for each of the components of work (Divisions) listed on the Price Breakdown Form (Exhibit 1), the price of each division component. The sum of all the prices for each division component must equal the Lump Sum Fixed Price for CLIN 0001. In the event of discrepancies between or among the Lump Sum Fixed Price and the Price Breakdown of each division component, the Lump Sum Fixed Price shall control.

The Bidder acknowledges and understands that the Lump Sum Fixed Price is a firm, fixed price and intended to be Bidder's sole compensation for the services required under the contract and should include sufficient funding for all of the Bidder's costs associated with the work, including, but not limited to, labor, tools and equipment, materials and supplies, and overhead, insurance and profit. Failure to submit the complete Price Breakdown for CLIN 0001 shall not to any extent qualify the Bidder's commitment to complete the entire project at the above stated Lump Sum Fixed Price. The District may use the Price Breakdown as a guide during contract administration

The Bidder's Bid is based on and subject to the following conditions:

1. The Bidder agrees to hold its proposal open for a period of at least one hundred twenty (120) days after the IFB closing date.

2. Assuming the Bidder is selected by the Department, the Bidder agrees to enter into a contract with the Department on the terms and conditions described in the bid documents within ten (10) days of the notice of the award.

3. Both the Bidder and the undersigned represent and warrant that the undersigned has the full legal authority to submit this proposal form and bind the Bidder to the terms of the Bidder's proposal. The Bidder further represents and warrants that no further action or approval must be obtained by the Bidder in order to authorize the terms of the Bidder's proposal.

4. The Bidder and its principal team members hereby represent and warrant that they have not: (i) colluded with any other group or person that is submitting a proposal in response to the IFB in order to fix or set prices; (ii) acted in such a manner so as to discourage any other group or person from submitting a proposal in response to the IFB; or (iii) otherwise engaged in conduct that would violate applicable anti-trust law.

5. The Bidder hereby certifies that neither it nor any of its team members have entered into any agreement (written or oral) that would prohibit any Contractor, subcontractor or subconsultant that is certified by the District of Columbia Office of Department of Small and Local Business Enterprises as a Local, Small, Resident Owned or Disadvantaged Business Enterprise (collectively, "LSDBE Certified Companies") from participating in the work if another company is awarded the contract.


6. This Offer Letter Form and the Bidder's Bid are being submitted on behalf of [INSERT FULL LEGAL NAME, TYPE OF ORGANIZATION, AND STATE OF FORMATION FOR THE OFFEROR].

Sincerely,

By: Name: Its: Date:

Exhibit 1

PRICE BREAKDOWN FORM CSI

DIVISION NO. DESCRIPTION PRICE OF EACH

DIVISION COMPONENT Div. 01 General Requirements Div. 02 Existing Conditions (incl. abatement/demo. of exist. structure) Div. 03 Concrete Div. 04 Masonry Div. 05 Metals Div. 06 Woods and Plastics Div. 07 Thermal and Moisture Protection Div. 08 Openings Div. 09 Finishes Div. 10 Specialties Div. 11 Equipment Div. 12 Furnishings Div. 13 Special Construction Div. 14 Conveying Systems Div. 21 Fire Suppressions Div. 22 Plumbing Div. 23 Heating, Ventilation and Air Conditioning Div. 26 Electrical Div. 27 Communications Div. 28 Electronic Safety and Security Div. 32 Exterior Improvements Div. 33 Utilities

LUMP SUM FIXED PRICE

• DIVISION means a discrete component of the work for which a separate price is requested. The sum of all components in the "Price Breakdown Form" must equal the Lump Sum Fixed Price.

Attachment C

Disclosure Statement

DCAM-16-NC-0040 Attachment C

Disclosure Statement

The Offeror and each of its principal team members, if any, must submit a statement that discloses any past or present business, familiar or personal relationship with any of the following individuals:

D.C. Department of General Services

Christopher Weaver Acting Director, Chief Procurement Officer Latrena Owens Chief of Staff Camille Sabbakhan General Counsel Carlos Sandoval Supervisory Attorney Advisor Spencer Davis Deputy Director, Facilities Management Yinka Alao Associate Director, Contracts and Procurement

A. Please identify any past or present business, familiar, or personal relationship in the space provided below. Use extra sheets as necessary.

B. Please identify any past or present business, familiar, or personal relationship in the space below. Use extra sheets if necessary.

This is to certify that, to the best of my knowledge and belief and after making reasonable inquiry, the above represents a full and accurate disclosure of any past or present business, familiar, or personal relationship with any of the individuals listed above. The undersigned acknowledges and understands that this Disclosure Statement is being submitted to the False Claims Act and that failure to disclose a material relationship(s) may constitute sufficient grounds to disqualify the Offeror.

OFFEROR:

By:

Name:

Title:

Date:

Attachment D

Tax Affidavit

Title

GOVERNMENT OF THE DISTRICT OF COLUMBIA Office of the Chief Financial Officer

Office of Tax and Revenue

L

L .

TAX CERTIFICATION AFFIDAVIT

THIS AFFIDAVIT IS TO BE COMPLETED ONLY BY THOSE WHO ARE REGISTERED TO CONDUCT BUSINESS IN THE DISTRICT OF COLUMBIA.

Date

Authorized Agent Name of Organization/Entity Business Address (include zip code) Business Phone Number

Authorized Agent Principal Officer Name and Title Square and Lot Information Federal Identification Number Contract Number Unemployment Insurance Account No.

I hereby authorize the District of Columbia, Office of the Chief Financial Officer, Office of Tax and Revenue to release my tax information to an authorized representative of the District of Columbia agency with which I am seeking to enter into a contractual relationship. I understand that the information released will be limited to whether or not I am in compliance with the District of Columbia tax laws and regulations solely for the purpose of determining my eligibility to enter into a contractual relationship with a District of Columbia agency. I further authorize that this consent be valid for one year from the date of this authorization.

I hereby certify that I am in compliance with the applicable tax filing and payment requirements of the District of Columbia. The Office of Tax and Revenue is hereby authorized to verify the above information with the appropriate government authorities.

Signature of Authorizing Agent

The penalty for making false statement is a fine not to exceed $5,000.00, imprisonment for not more than 180 days, or both, as prescribed by D.C. Official Code §47-4106.

Office of Tax and Revenue, PO Box 37559, Washington, DC 20013

Attachment E

Subcontracting Plan Form

Company: Contact # Email address:

Street Address:

Vali that applies, Company is: El a SBE 1:1 a CBE El CBE Certification Number: El WILL perform the ENTIRE agency contract or private project with its own organization and resources ❑ WILL subcontract a portion of the agency contract or private project

Company's point of contact for agency contract or private project:

Point of Contact:

Contact #

Street Address:

Title:

Email address:

DSLBDV WA/ • IOW Li of

SBE SUBCONTRACTING PLAN

INSTRUCTIONS: All construction & non-construction contracts for government-assisted projects (agency contracts & private project with District subsidy) over $250,000, shall require at least 35% of the amount of the contract (total amount of agency contract or total private project development costs) be subcontracted to Small Business Enterprises (SBE), if insufficient qualified SBEs to Certified Business Enterprises (CBE). The SBE Subcontracting Plan must list all SBE and CBE subcontracts at every tier. Once the SBE Subcontracting Plan is submitted for agency contracts, options & extensions, it can only be amended with DSLBD's consent. SUBMISSION OF SBE SUBCONTRACTING PLAN: A For agency solicitations - submit to agency with bid/proposal. A For agency options & extensions - submit to agency before option or extension exercised. A For private projects - submit to DSLBD, agency project manager and District of Columbia Auditor, with each quarterly report. As private projects may not have awarded all contracts at the time the District subsidy is granted, the SBE Subcontracting Plan may be submitted simultaneously with each quarterly report and list all SBE/CBE subcontracts executed by the time of submission. CREDIT: For each subcontract listed on the SBE Subcontracting Plan, credit will only be given for the portion of the subcontract performed, at every tier, by a SBE/CBE using its own organization and resources. COPIES OF EACH FULLY EXECUTED SUBCONTRACT WITH SBEs and CBEs (AT EVERY TIER) MUST BE PROVIDED TO RECEIVE CREDIT. EXEMPTION: If the Beneficiary (Prime Contractor or Developer) is a CBE and will perform the ENTIRE government-assisted project with its own organization and resources and will NOT subcontract any portion of the services and goods, then the CBE is not required to subcontract 35% to SBEs.

BENEFICIARY (V which applies El Prime Contractor or 0 Developer) INFORMATION:

GOVERNMENT-ASSISTED PROJECT (V which applies 0 Agency Contract or 0 Private Project) INFORMATION: AGENCY SOLICITATION PRIVATE PROJECT

Solicitation Number District Subsidy: Solicitation Due Date: Agency Providing Subsidy: Agency : Amount of District Subsidy: Total Dollar Amount of Contract: $ Date District Subsidy Provided:

*Design-Build must include total contract amount for both design and Project Name: build phase of project.

Project Address:

35% of Total Dollar Amount of Contract: $ Total Development Project Budget: $ (include pre-construction and construction costs)

Total Amount of All SBE/CBE subcontracts: $

35% of Total Development Project Budget: $ (include every lower tier)

Total Amount of All SBE/CBE subcontracts: $ (include every lower tier)

SBE Subcontracting Plan — Revised October 2014

•

DSLBDr I I 'e..au L LOCAL 6.1105 NI/ROM/NI

SBE/ CBE SUBCONTRACTORS (FOR EACH TIER):

SBE/ CBE SUBCONTRACTOR INFORMATION: (For design-build projects, the SBE Subcontracting Plan is not required to be submitted for preconstruction services; however, a full SBE Subcontracting Plan (35% of the contract amount including total design and build costs) is required to be submitted before entering into a guaranteed maximum price or contract authorizing construction.) SBE/ CBE Company Address/Telephone No./

Email Subcontractor Tier (let, 2", 3rd, etc.)

Description of Subcontract scope of work to be PERFORMED WITH SBE/CBEs OWN ORGANIZATION & RESOURCES

Select Tier

Period of subcontract: SBE/ CBE Point of Contact

Name: Price to be paid to the SBE/CBE

vall that applies, Subcontractor CI a SBE p a CBE El SBE/CBE will perform

organization and resources El SBE/CBE will subcontract

EACH LOWER TIER SBEI

Subcontractor: $

is: El CBE Certification #:

Title:

Telephone Number: the ENTIRE subcontract with its own

a portion of the subcontract (MUST LIST CBE SUBCONTRACTS) Email Address:

SBE/ CBE SUBCONTRACTOR INFORMATION: (For design-build projects, the SBE Subcontracting Plan is not required to be submitted for preconstruction services; however, a full SBE Subcontracting Plan (35% of the contract amount including total design and build costs) is required be to submitted before entering into a guaranteed maximum price or contract authorizing construction.) SBE/ CBE Company Address/Telephone No./

Email Subcontractor Tier (let, 2", 3rd etc.)

Description of Subcontract scope of work to be PERFORMED WITH SBE/CBEs OWN ORGANIZATION & RESOURCES

Select Tier

Period of subcontract: SBE/ CBE Point of Contact

Name: Price to be paid to the SBE/CBE

/all that applies, Subcontractor El a SBE El a CBE El SBE/CBE will perform

organization and resources

Subcontractor: $

is: CI CBE Certification #

Title:

Telephone Number: the ENTIRE subcontract with its own

a portion of the subcontract (MUST LIST CBE SUBCONTRACTS) Email Address:

• SBE/CBE will subcontract EACH LOWER TIER SBE/

of swear or affirm the above is true and accurate (Name) (Title) (Prime Contractor/ Developer)

(Signature) (Date)

Complete additional copies as needed.


DSLBIDr I SMALL L LOCAL ILOINISS LAVOONAINI

p AGENCY CONTRACTING OFFICER'S USE ONLY OR ❑ AGENCY PROJECT MANAGER'S USE ONLY (i which applies. Only one option should be selected.)

AGENCY CONTRACT AWARD

Agency:

PRIVATE PROJECT SUBSIDY AWARD

Agency Providing Subsidy: Prime Contractor: District Subsidy: Contract Number: Developer: Date SBE Subcontracting Plan Accepted: Amount of District Subsidy: Date agency contract signed: Date District Subsidy Provided/ contract signed:

Anticipated Start Date of Contract: Anticipated Start Date of Project: Anticipated End Date of Contract: Anticipated End Date of Project:

Total Dollar Amount of Contract: $ Project Name:

"Design-Build must include total contract amount for both design and build phase of project.

35% of Total Contract Amount: $

Project Address:

Total Development Project Budget: $ (include pm-construction and construction costs)

35% of Total Development Project Budget: $

Total Amount of All SBE/CBE subcontracts: $ (include every lower tier)

['Check if developer is a CBE and will perform the ENTIRE government-assisted project (private project) with its own organization and resources and NOT subcontract any portion of services or goods.

Total Amount of All SBE/CBE subcontracts: $ (include every tier)

(s/ if applies) • Base Period Contract -- Option/Extension Period: Ej Multi-year Contract

First year (period) of Contract: Current year (period) of Contract:

1:1 Design-Build --Date of Guaranteed Contract:

• Check if prime contractor is a CBE and will perform the ENTIRE government-assisted project (agency contract) with its own organization and resources and NOT subcontract any portion of services or goods.

• AGENCY CONTRACTING OFFICER'S AFFIRMATION OR • AGENCY PROJECT MANAGER'S AFFIRMATION (1 which applies)

The Below Agency Contracting Officer or Agency Project Manager Affirms the following (v to affirm):

• If the Beneficiary is a CBE, DSLBD was contacted to confirm Beneficiary's CBE certification;

El The fully executed Contract (Base or Option or Extension or Multi-Year) or subsidy document, between the Beneficiary and Agency, was emailed to DSLBD @ [email protected] within five (5) days of signing;

E FOR AGENCY CONTRACT the SBE Subcontracting Plan, submitted by Beneficiary, was emailed to DSLBD @ [email protected] within five (5) days of signing the contract between the Beneficiary and Agency.

Name of Agency Contracting Officer or Agency Project Manager

Title of Agency Contracting Officer or Agency Project Manager

Signature Date


Attachment F

2015 Living Wage Act Notice

"THE LIVING WAGE ACT OF 2006" Title I, D.C. Law No. 16-118, (D.C. Official Code §§ 2-220.01-.11)

Recipients of new contracts or government assistance shall pay affiliated employees and subcontractors who perform services under the contracts no less than the current living wage.

Effective January 1, 2015, the living wage rate is $13.80.

The requirement to pay a living wage applies to: ■ All recipients of contracts in the amount of $100,000 or more; and, all subcontractors of

these recipients receiving $15,000 or more from the funds received by the recipient from the District of Columbia, and,

a All recipients of government assistance in the amount of $100,000 or more; and, all subcontractors of these recipients of government assistance receiving $50,000 or more in funds from government assistance received from the District of Columbia.

"Contract" means a written agreement between a recipient and the District government. "Government assistance" means a grant, loan or tax increment financing that result in a financial benefit from an agency, commission, instrumentality, or other entity of the District government. "Affiliated employee" means any individual employed by a recipient who received compensation directly from government assistance or a contract with the District of Columbia government, including any employee of a contractor or subcontractor of a recipient who performs services pursuant to government assistance or contract. The term "affiliated employee" does not include those individuals who perform only intermittent or incidental services with respect to the contract or government assistance or who are otherwise employed by the contractor, recipient or subcontractor.

Certain exceptions apply where contracts are subject to higher wage level determinations required by federal law; contracts delivered by regulated utility; contracts for services needed immediately to prevent or respond to a disaster or imminent threat to the public health or safety declared by the Mayor; contracts awarded to recipients that provide trainees with additional services provided the trainee does not replace employees; tenants or retail establishments that occupy property constructed or improved by government assistance, provided there is no receipt of direct District government assistance; Medicaid provider agreements for direct care services to Medicaid recipients, however, a home care agency, a community residential facility or a group home for persons with intellectual disabilities shall not be required to pay a living wage until implementing regulations are published in the D.C. Register and any necessary state plan amendments are approved; and contracts or other agreements between managed care organizations and the Health Care Safety Net Administration or the Medicaid Assistance Administration to provide health services.

Exemptions are provided for employees under 22 years of age employed during a school vacation period, or enrolled as a full-time student who works less than 25 hours per week, and for employees of nonprofit organizations that employ not more than 50 individuals.

Each recipient and subcontractor of a recipient shall provide this notice to each affiliate employee covered by this notice, and shall also post this notice in a conspicuous site in its place of business.

All recipients and subcontractors shall retain payroll records created and maintained in the regular course of business under District of Columbia law for a period of at least 3 years.

For the complete text of the Living Wage Act of 2006 go to D.C. Official Code §§ 2-220.01-.11

To file a claim, visit: Department of Employment Services , Office of Wage-Hour, 4058 Minnesota Avenue, NE, Fourth Floor, Washington, D.C. 20019; call: (202) 671-1880; or file your claim on-line: does.dc.gov. Go to "File a Claim" tab.

* * *

LIVING WAGE ACT FACT SHEET

The "Living Wage Act of 2006," Title I of D.C. Law 16-18, (D.C. Official Code §§2-220.01-.11) became effective June 9, 2006. It provides that District of Columbia government contractors and recipients of government assistance (grants, loans, tax increment financing) in the amount of $100,000 or more shall pay affiliated employees wages no less than the current living wage rate.

Effective January 1, 2015, the living wage rate is $13.80 per hour.

Subcontractors of D.C. government contractors who receive $15,000 or more from the contract and subcontractors of the recipients of government assistance who receive $50,000 or more from the assistance are also required to pay their affiliated employees no less than the current living wage rate.

"Affiliated employee" means any individual employed by a recipient who receives compensation directly from government assistance or a contract with the District of Columbia government, including any employee of a contractor or subcontractor of a recipient who performs services pursuant to government assistance or a contract. The term "affiliated employee" does not include those individuals who perform only intermittent or incidental services with respect to the government assistance or contract, or who are otherwise employed by the contractor, recipient or subcontractor.

Exemptions — The following contracts and agreements are exempt from the Living Wage Act:

1. Contracts or other agreements that are subject to higher wage level determinations required by federal law (i.e., if a contract is subject to the Service Contract Act and certain wage rates are lower than the District's current living wage, the contractor must pay the higher of the two rates);

2. Existing and future collective bargaining agreements, provided that the future collective bargaining agreement results in the employee being paid no less than the current living wage;

3. Contracts for electricity, telephone, water, sewer or other services provided by a regulated utility;

4. Contracts for services needed immediately to prevent or respond to a disaster or imminent threat to public health or safety declared by the Mayor;

5. Contracts or other agreements that provide trainees with additional services including, but not limited to, case management and job readiness services, provided that the trainees do not replace employees subject to the Living Wage Act;

6. An employee, under 22 years of age, employed during a school vacation period, or enrolled as full-time student, as defined by the respective institution, who is in high school or at an accredited

institution of higher education and who works less than 25 hours per week; provided that he or she does not replace employees subject to the Living Wage Act;

7. Tenants or retail establishments that occupy property constructed or improved by receipt of government assistance from the District of Columbia; provided, that the tenant or retail establishment did not receive direct government assistance from the District of Columbia;

8. Employees of nonprofit organizations that employ not more than 50 individuals and qualify for taxation exemption pursuant to Section 501 (c) (3) of the Internal Revenue Code of 1954, approved August 16, 1954 (68A Stat. 163; 26. U.S.C. §501(c)(3);

9. Medicaid provider agreements for direct care services to Medicaid recipients, provided, that the direct care service is not provided through a home care agency, a community residence facility, or a group home for persons with intellectual disabilities as those terms are defined in section 2 of the Health-Care and Community Residence Facility, Hospice, and Home Care Licensure Act of 1983, effective February 24, 1984 (D.C. Law 5-48; D.C. Official Code §44-501); provided however, that a home care agency, a community residence facility, or a group home for persons with intellectual disabilities shall not be required to pay a living wage until implementing regulations are published in the D.C. Register and any necessary state plan amendments are approved; and

10. Contracts or other agreements between managed care organizations and the Health Care Safety Net Administration or the Medicaid Assistance Administration to provide health services.

Enforcement

The Department of Employment Services (DOES) and the D.C. Office of Contracting and Procurement (OCP) share monitoring responsibilities.

If you learn that a contractor subject to this law is not paying at least the current living wage you should report it to the Contracting Officer.

If you believe that your employer is subject to this law and is not paying you at least the current living wage, you may file a complaint with the DOES Office of Wage — Hour, located at 4058 Minnesota Avenue, NE, Fourth Floor, Washington, DC 20019, call (202) 671-1880, or file your claim on-line: does.dc.gov. Go to "File a Claim" tab.

For questions and additional information, contact the Office of Contracting and Procurement at (202) 727-0252 or the Department of Employment Services on (202) 671-1880.

Please note: This fact sheet is for informational purposes only as required by Section 106 of the Living Wage Act. It should not be relied on as a definitive statement of the Living Wage Act or any regulations adopted pursuant to the law.

Attachment G

First Source Agreement and Employment Plan

* * * * * * GOVERNMENT OF THE DISTRICT OF COLUMBIA FIRST SOURCE EMPLOYMENT AGREEMENT FOR

NON CONSTRUCTION PROJECTS ONLY

GOVERNMENT-ASSISTED PROJECT/CONTRACT INFORMATION CONTRACT/SOLICITATION NUMBER: DISTRICT CONTRACTING AGENCY: CONTRACTING OFFICER: TELEPHONE NUMBER: TOTAL CONTRACT AMOUNT: EMPLOYER CONTRACT AMOUNT: PROJECT NAME: PROJECT ADDRESS: CITY: STATE: ZIP CODE: PROJECT START DATE: PROJECT END DATE: EMPLOYER START DATE: EMPLOYER END DATE:

EMPLOYER INFORMATION EMPLOYER NAME: EMPLOYER ADDRESS: CITY: STATE: ZIP CODE: TELEPHONE NUMBER: FEDERAL IDENTIFICATION NO.: CONTACT PERSON: TITLE: E-MAIL: TELEPHONE NUMBER: LOCAL, SMALL, DISADVANTAGED BUSINESS ENTERPRISE (LSDBE) CERTIFICATION NUMBER: D.C. APPRENTICESHIP COUNCIL REGISTRATION NUMBER: ARE YOU A SUBCONTRACTOR ❑ YES LINO IF YES, NAME OF PRIME CONTRACTOR: NONPROFIT ORGANIZATION WITH 50 EMPLOYEES OR LESS: 0 Yes 0 No

This First Source Employment Agreement ( Agreement), in accordance with Workforce Intermediary Establishment and Reform of the First Source Amendment Act of 2011 (D.C. Official Code §§ 2-219.01 — 2.219.05) and relevant provisions of the Apprenticeship Requirements Amendment Act of 2004 (D.C. Official Code § 2-219.03 and § 32-1431) for recruitment, referral, and placement of District of Columbia residents, is between the District of Columbia Department of Employment Services (DOES) and EMPLOYER. Pursuant to this Agreement, the EMPLOYER shall use DOES as its first source for recruitment, referral, and placement of new hires or employees for all new jobs created by the Government Assisted Project or Contract (Project). The Employer will hire 51% District of Columbia residents (DC residents) for all new jobs created by the Project and 35% of all apprenticeship hours worked in connection with the Project shall be worked by DC residents registered in programs approved by the District of Columbia Apprenticeship Council.

I. DEFINITIONS

The following definitions shall govern the terms used in this Agreement.

A. Apprentice means a worker who is employed to learn an apprenticeable occupation under the terms and conditions of approved apprenticeship standards.

B. Beneficiary means:

1. The signatory to a contract executed by the Mayor which involves any District of Page 1 of 10 First Source Agreement. Revised September 2013

Columbia government funds or funds which, in accordance with a federal grant or otherwise, the District government administers and which details the number and description of all jobs created by a government-assisted project or contract for which the beneficiary is required to use the First Source Register.

2. A recipient of a District government economic development action, including contracts, grants, loans, tax abatements, land transfers for redevelopment, or tax increment financing that results in a financial benefit of $300,000 or more from an agency, commission, instrumentality, or other entity of the District government, including a financial or banking institution which serves as the repository for $1 million or more of District of Columbia funds.

3. A retail or commercial tenant that is a direct recipient of a District government economic development action, including contracts, grants, loans, tax abatements, land transfers for public redevelopment, or tax increment financing in excess of $300,000.

C. Contracting Agency means any District of Columbia agency that is awarded a government-assisted project or contract totaling $300,000 or more.

D. Direct labor costs means all costs, including wages and benefits, associated with the hiring and employment of personnel assigned to a process in which payroll expenses are traced to the units of output and are included in the cost of goods sold.

E. EMPLOYER means any entity awarded a government-assisted project or contract totaling $300,000 or more.

F. First Source Employer Portal means the website consisting of a connected group of static and dynamic (functional) pages and forms on the World Wide Web accessible by Uniform Resource Locator (URL) and maintained by DOES to provide information and reporting functionality to EMPLOYERS.

G. First Source Register means the DOES Automated Applicant Files, which consists of the names of District of Columbia residents registered with DOES.

H. Good faith effort means an EMPLOYER has exhausted all reasonable means to comply with any affirmative action, hiring, or contractual goal(s) pursuant to the First Source law and Agreement.

I. Government-assisted project or contract means any construction or non-construction project or contract receiving funds or resources from the District of Columbia or funds or resources which, in accordance with a federal grant or otherwise, the District of Columbia government administers, including contracts, grants, loans, tax abatements or exemptions, land transfers, land disposition and development agreements, tax increment financing, or any combination thereof, that is valued at $300,000 or more.

J. Hard to employ means a District of Columbia resident who is confirmed by DOES as:

1. An ex-offender who has been released from prison within the last 10 years;

2. A participant of the Temporary Assistance for Needy Families program;

3. A participant of the Supplemental Nutrition Assistance Program;

4. Living with a permanent disability verified by the Social Security Administration or

Page 2 of 10 First Source Agreement. Revised September 2013

District vocational rehabilitation program;

5. Unemployed for six (6) months or more in the last 12-month period;

6. Homeless;

7. A participant or graduate of the Transitional Employment Program established by § 32-1331; or

8. An individual who qualified for inclusion in the Work Opportunity Tax Credit Program as certified by DOES.

K. Indirect labor costs means all costs, including wages and benefits, that are part of operating expenses and are associated with the hiring and employment of personnel assigned to tasks other than producing products.

L. Jobs means any union and non-union managerial, nonmanagerial, professional, nonprofessional, technical or nontechnical position, including: clerical and sales occupations; service occupations; processing occupations; machine trade occupations; bench work occupations; structural work occupations; agricultural, fishery, forestry, and related occupations; and any other occupations as DOES may identify in the Dictionary of Occupational Titles, United States Department of Labor.

M. Journeyman means a worker who has attained a level of skill, abilities, and competencies recognized within an industry as having mastered the skills and competencies required for the occupation.

N. Revised Employment Plan means a document prepared and submitted by the EMPLOYER that includes the following:

1. A projection of the total number of new positions that will be created as a result of the project or contract, including the job title, number of positions available, indication of part-time or full-time status, salary range, union affiliation (if applicable) ,and the projected hire dates;

2. A roster of all current employees to include the name, Social Security Number, and address of all current employees, including apprentices, trainees, and transfers from other projects, who will be employed on the project or contract;

3. A projection of the total number of full-time and part-time salaried employees on an annual basis that will be utilized on the project or contract and the total number of full-time and part-time salaried employees that will be District residents;

4. A projection of the total number of hours to be worked on the project or contract by full-time and part-time hourly wage employees on an annual basis and a projection of the total number of hours to be worked on the project or contract by full-time and part-time hourly wage employees who are District residents;

5. A timetable outlining the total number of hours to be worked on the project or contract by full-time and part-time hourly wage employees by job category and the total number of full-time and part-time salaried employees by job category over the duration of the life of the hiring requirements set forth by DOES and an associated hiring schedule which predicts when specific job openings will be available;

Page 3 of 10

First Source Agreement. Revised September 2013

6. Descriptions of the skill requirements by job title or position, including industry-recognized certifications required for the different positions;

7. A strategy to fulfill DC resident hiring percentage pursuant to this Agreement, including a component on communicating these requirements to contractors and subcontractors and a component on potential community outreach partnerships with the University of the District of Columbia, the University of the District of Columbia Community College, DOES, Jointly Funded Apprenticeship Programs, the District of Columbia Workforce Intermediary, or other government-approved, community-based job training providers;

8. A remediation strategy to ameliorate any problems associated with meeting these hiring requirements, including any problems encountered with contractors and subcontractors;

9. The designation of a senior official from the EMPLOYER who will be responsible for implementing the hiring and reporting requirements;

10. Descriptions of the health and retirement benefits that will be provided to DC residents working on the project or contract;

11. A strategy to ensure that DC residents who work on the project or contract receive ongoing employment and training opportunities after they complete work on the job for which they were initially hired and a review of past practices in continuing to employ DC residents from one project or contract to the next;

12. A strategy to hire graduates of District of Columbia Public Schools, District of Columbia Public Charter Schools, and community-based job training providers, and hard-to-employ DC residents; and

13. A disclosure of past compliance with the Workforce Act and the Davis-Bacon Act, where applicable, and the EMPLOYER'S general DC resident hiring practices on projects or contracts completed within the last 2 years.

0. Tier Subcontractor means any contractor selected by the primary subcontractor to perform portion(s) or all work related to the trade or occupation area(s) on a contract or project subject to this First Source Agreement.

P. Washington Metropolitan Statistical Area means the District of Columbia; Virginia Cities of Alexandria, Fairfax, Falls Church, Fredericksburg, Manassas, and Manassas Park; the Virginia Counties of Arlington, Clarke, Fairfax, Fauquier, Loudon, Prince William, Spotsylvania, Stafford, and Warren; the Maryland Counties of Calvert, Charles, Frederick, Montgomery, and Prince Georges; and the West Virginia County of Jefferson.

Q. Workforce Intermediary Pilot Program means the intermediary between employers and training providers to provide employers with qualified DC resident job applicants. See DC Official Code § 2-219.04b.

II. GENERAL TERMS

A. Subject to the terms and conditions set forth herein, DOES will receive the Agreement from the Contracting Agency no less than seven (7) calendar days in advance of the Project start date. No work associated with the relevant Project can begin until the Agreement has been accepted by DOES.

Page 4 of 10

Firm Source Agreement Revised September 2013

B. The EMPLOYER will require all Project contractors and Project subcontractors with contracts or subcontracts totaling $300,000 or more to enter into an Agreement with DOES.

C. DOES will provide recruitment, referral, and placement services to the EMPLOYER, subject to the limitations in this Agreement.

D. This Agreement will take effect when signed by the parties below and will be fully effective for as long as the benefit is being received, or for commercial and retail tenants only, for five (5) years following the commencement of the tenant's initial lease.

E. DOES and the EMPLOYER agree that, for purposes of this Agreement, new hires and jobs created for the Project (both union and nonunion) include all of EMPLOYER'S job openings and vacancies in the Washington Metropolitan Statistical Area created for the Project as a result of internal promotions, terminations, and expansions of the EMPLOYER'S workforce, as a result of this Project, including loans, lease agreements, zoning applications, bonds, bids, and contracts.

F. This Agreement includes apprentices as defined in D.C. Official Code §§ 32-1401- 1431.

G. DOES will make every effort to work within the terms of all collective bargaining agreements to which the EMPLOYER is a party. The EMPLOYER will provide DOES with written documentation that the EMPLOYER has provided the representative of any collective bargaining unit involved with this Project a copy of this Agreement and has requested comments or objections. If the representative has any comments or objections, the EMPLOYER will promptly provide them to DOES.

H. EMPLOYER with a contract with the District of Columbia government to perform construction, renovation work, or information technology work with a single contract, or cumulative contracts, of at least $500,000, within a 12-month period will be required to register an apprenticeship program with the District of Columbia Apprenticeship Council as required by DC Code 32-1431.

I. If, during the term of this Agreement, the EMPLOYER should transfer possession of all or a portion of its business concerns affected by this Agreement to any other party by lease, sale, assignment, merger, or otherwise this First Source Agreement shall remain in full force and effect and transferee shall remain subject to all provisions herein. In addition, the EMPLOYER as a condition of transfer shall:

1. Notify the party taking possession of the existence of this EMPLOYER'S First Source Employment Agreement.

2. Notify DOES within seven (7) business days of the transfer. This notice will include the name of the party taking possession and the name and telephone of that party's representative.

J. The EMPLOYER and DOES may mutually agree to modify this Agreement. Any modification shall be in writing, signed by the EMPLOYER and DOES, and attached to the original Agreement.

K. To the extent that this Agreement is in conflict with any federal labor laws or governmental regulations, the federal laws or regulations shall prevail.

III. TRAINING

A. DOES and the EMPLOYER may agree to develop skills training and on-the-job training

Page 5 of 10


programs as approved by DOES; the training specifications and cost for such training will be mutually agreed upon by the EMPLOYER and DOES and will be set forth in a separate Training Agreement.

IV. RECRUITMENT

A. The EMPLOYER will post all job vacancies with the Job Bank Services of DOES at http://does.dc.gov within seven (7) days of executing the Agreement. Should you need assistance posting job vacancies, please contact Job Bank Services at (202) 698-6001.

B. The EMPLOYER will notify DOES of all new jobs created for the Project within at least seven (7) business days (Monday - Friday) of the EMPLOYER'S identification/creation of the new jobs. The Notice of New Job Creation shall include the number of employees needed by job title, qualifications and specific skills required to perform the job, hiring date, rate of pay, hours of work, duration of employment, and a description of the work to be performed. This must be done before using any other referral source.

C. Job openings to be filled by internal promotion from the EMPLOYER'S current workforce shall be reported to DOES for placement and referral, if the job is newly created. EMPLOYER shall provide DOES a Notice of New Job Creation that details such promotions in accordance with Section IV.C.

D. The EMPLOYER will submit to DOES, prior to commencing work on the Project, a list of current employees that includes the name, Social Security Number, and residency status of all current employees, including apprentices, trainees, and laid-off workers who will be employed on the Project. All EMPLOYER information reviewed or gathered, including Social Security Numbers, as a result of DOES' monitoring and enforcement activities will be held confidential in accordance with all District and federal confidentiality and privacy laws and used only for the purposes that it was reviewed or gathered.

V. REFERRAL

A. DOES will screen applicants through carefully planned recruitment and training events and provide the EMPLOYER with a list of qualified applicants according to the number of employees needed by job title, qualifications and specific skills required to perform the job, hiring date, rate of pay, hours of work, duration of employment, and a description of the work to be performed as supplied by the EMPLOYER in its Notice of New Job Creation set forth above in Section IV.C.

B. DOES will notify the EMPLOYER of the number of applicants DOES will refer, prior to the anticipated hiring dates.

VI. PLACEMENT

A. The EMPLOYER shall in good faith, use reasonable efforts to select its new hires or employees from among the qualified applicants referred by DOES. All hiring decisions are made by the EMPLOYER.

B. In the event that DOES is unable to refer qualified applicants meeting the EMPLOYER'S established qualifications, within seven (7) business days (Monday - Friday) from the date of notification from the EMPLOYER, the EMPLOYER will be free to directly fill remaining positions for which no qualified applicants have been referred. The EMPLOYER will still be required to meet the hiring or hours worked percentages for all new jobs created by the Project.

Page 6 of 10


C. After the EMPLOYER has selected its employees, DOES is not responsible for the employees' actions and the EMPLOYER hereby releases DOES, and the Government of the District of Columbia, the District of Columbia Municipal Corporation, and the officers and employees of the District of Columbia from any liability for employees' actions.

VII. REPORTING REQUIREMENTS

A. EMPLOYER with Projects valued at a minimum of $300,000 shall hire DC residents for at least 51% of all new jobs created by the Project and 35% of all apprenticeship hours worked in connection with the Project shall be worked by DC residents registered in programs approved by the District of Columbia Apprenticeship Council.

B. EMPLOYER with Projects valued at a minimum of $5,000,000 shall hire DC residents for at least 51% of all new jobs created by the Project and 35% of all apprenticeship hours worked in connection with the Project shall be worked by DC residents registered in programs approved by the District of Columbia Apprenticeship Council; the EMPLOYER will complete the attached Revised Employment Plan that will include the information outlined in Section I.N. above and meet with DOES personnel for an orientation and introduction to personnel responsible for training resources offered by the agency.

C. EMPLOYER shall have a user name and password for the First Source Employer Portal for electronic submission of all monthly Contract Compliance Forms, weekly certified payrolls and any other documents required by DOES for reporting and monitoring.

D. EMPLOYER with Projects valued at a minimum of $300,000 shall provide the following monthly and cumulative statistics on the Contract Compliance Form:

1. Number of new job openings created/available; 2. Number of new job openings listed with DOES, or any other District Agency; 3. Number of DC residents hired for new jobs; 4. Number of employees transferred to the Project; 5. Number of DC residents transferred to the Project; 6. Direct or indirect labor cost associated with the project; 7. Each employee's name, job title, Social Security Number, hire date, residence,

and referral source; 8. Number of apprenticeship hours worked; 9. Number of apprenticeship hours worked by DC residents; and 10. Workforce statistics throughout the entire project tenure.

E. Monthly, EMPLOYER must electronically submit the Contract Compliance Form to DOES.. EMPLOYER is also required to make payroll and employment records available to DOES as a part of compliance monitoring, upon request.

VIII. FINAL REPORT AND GOOD FAITH EFFORTS

A. With the submission of the final request for payment from the Contracting Agency, the EMPLOYER shall:

1. Document in a report to DOES its compliance with the hiring or hours worked percentage requirements for all new jobs created by the Project and the percentages of DC residents employed in all Trade Classifications, for each area of the Project; or

2. Submit to DOES a request for a waiver of the hiring or hours worked percentage

Page 7 of 10

Firm Source Agreement. Revised September 2013

requirements for all new jobs created by the Project that will include the following documentation:

a. Documentation supporting EMPLOYER'S good faith effort to comply; b. Referrals provided by DOES and other referral sources; and c. Advertisement of job openings listed with DOES and other referral sources.

B. DOES may waive the hiring or hours worked percentage requirements for all new jobs created by the Project, and/or the required percentages of DC residents in all Trade Classifications areas on the Project, if DOES finds that:

1. EMPLOYER demonstrated a good faith effort to comply, as set forth in Section C, below; or

2. EMPLOYER is located outside the Washington Metropolitan Statistical Area and none of the contract work is performed inside the Washington Metropolitan Statistical Area; or

3. EMPLOYER entered into a special workforce development training or placement arrangement with DOES or with the District of Columbia Workforce Intermediary; or

4. DOES certified that there are insufficient numbers of DC residents in the labor market possessing the skills required by the EMPLOYER for the positions created as a result of the Project. No failure by Employer to request a waiver under any other provision hereunder shall be considered relevant to a requested waiver under this Subsection.

C. DOES shall consider documentation of the following when making a determination of a good-faith effort to comply:

1. Whether the EMPLOYER posted the jobs on the DOES job website for a minimum of ten (10) calendar days;

2. Whether the EMPLOYER advertised each job opening in a District newspaper with city-wide circulation for a minimum of seven (7) calendar days;

3. Whether the EMPLOYER advertised each job opening in special interest publications and on special interest media for a minimum of seven (7) calendar days;

4. Whether the EMPLOYER hosted informational/recruiting or hiring fairs;

5. Whether the EMPLOYER contacted churches, unions, and/or additional Workforce Development Organizations;

6. Whether the EMPLOYER interviewed employable candidates;

7. Whether the EMPLOYER created or participated in a workforce development program approved by DOES;

8. Whether the EMPLOYER created or participated in a workforce development program approved by the District of Columbia Workforce Intermediary;

9. Whether the EMPLOYER substantially complied with the relevant monthly reporting requirements set forth in this section;

10. Whether the EMPLOYER has submitted and substantially complied with its most

Page 8 of 10


recent employment plan that has been approved by DOES; and

11. Any additional documented efforts.

IX. MONITORING

A. DOES is the District agency authorized to monitor and enforce the requirements of the Workforce Intermediary Establishment and Reform of the First Source Amendment Act of 2011 (D.C. Official Code §§ 2 219.01 — 2.219.05), and relevant provisions of the Apprenticeship Requirements Amendment Act of 2004 (D.C. Official Code § 2-219.03 and § 32-1431). As a part of monitoring and enforcement, DOES may require and EMPLOYER shall grant access to Project sites, employees, and documents.

B. EMPLOYER'S noncompliance with the provisions of this Agreement may result in the imposition of penalties.

C. All EMPLOYER information reviewed or gathered, including Social Security Numbers, as a result of DOES' monitoring and enforcement activities will be held confidential in accordance with all District and federal confidentiality and privacy laws and used only for the purposes that it was reviewed or gathered.

D. DOES shall monitor all Projects as authorized by law. DOES will:

1. Review all contract controls to determine if EMPLOYER and Subcontractors are subject to DC Law 14-24.

2. Notify stakeholders and company officials and establish meetings to provide technical assistance involving the First Source process.

3. Make regular site visits to determine if the EMPLOYER or Subcontractor's workforce is in concurrence with the submitted Agreement and Monthly Compliance Reports.

4. Inspect and copy certified payroll, personnel records and any other records or information necessary to ensure the required workforce utilization is in compliance with the First Source Law.

5. Conduct desk reviews of Monthly Compliance Reports.

6. Educate EMPLOYERS about additional services offered by DOES, such as On-the-Job Training programs and tax incentives for EMPLOYERS who hire from certain categories.

7. Monitor and complete statistical reports that identify the overall project, contractor, and subcontractors' hiring or hours worked percentages.

8. Provide formal notification of non-compliance with the required hiring or hours worked percentages or any alleged breach of the First Source Law to all contracting agencies, and stakeholders. (Please note: EMPLOYERS are granted 30 days to correct any alleged deficiencies stated in the notification.)

X. PENALTIES

A. Willful breach of the Agreement by the EMPLOYER, failure to submit the Contract Compliance Reports, deliberate submission of falsified data, or failure to reach specific hiring or hours worked requirements may result in DOES imposing a fine of 5% of the total amount

Page 9 of 10


of the direct and indirect labor costs of the contract for the positions created by EMPLOYER.

B. EMPLOYERS who have been found in violation two (2) times or more over a 10-year period may be debarred and/or deemed ineligible for consideration for Projects for a period of five (5) years.

C. Appeals of violations or fines are to be filed with the Contract Appeals Board.

I hereby certify that I have the authority to bind the EMPLOYER to this Agreement.

By:

EMPLOYER Senior Official

Name of Company

Address

Telephone

Email

Associate Director for First Source

Date Department of Employment Services 4058 Minnesota Avenue, NE Third Floor Washington, DC 20019 202-698-6284 [email protected]

Page 10 of 10


EMPLOYMENT PLAN

NAME OF EMPLOYER:

ADDRESS OF EMPLOYER:

TELEPHONE NUMBER: FEDERAL IDENTIFICATION NO.:

CONTACT PERSON: TITLE:

E-MAIL: TYPE OF BUSINESS:

DISTRICT CONTRACTING AGENCY:

CONTRACTING OFFICER: TELEPHONE NUMBER:

TYPE OF PROJECT: CONTRACT AMOUNT:

EMPLOYER CONTRACT AMOUNT:

PROJECT START DATE: PROJECT END DATE:

EMPLOYER START DATE: EMPLOYER END DATE:

NEW JOB CREATION PROJECTIONS: Please indicate ALL new position(s) your firm will create as a result of the Project. If the firm WILL NOT be creating any new employment opportunities, please complete the attached justification sheet with an explanation. Attach additional sheets as needed.

JOB TITLE # OF JOBS F/T P/T

SALARY RANGE

UNION MEMBERSHIP REQUIRED NAME LOCAL#

PROJECTED HIRE DATE

A

B

C

D

E

F

G

H

I

J

K

1

CURRENT EMPLOYEES: Please list the names, residency status and ward information of all current employees, including apprentices, trainees, and transfers from other projects, who will be employed on the Project. Attach additional sheets as needed.

NAME OF EMPLOYEE CURRENT DISTRICT RESIDENT

*lease Check

WARD

■

0

0

■

■

0 0

■ U

A

■ ❑

0 A

❑

0

0

■

U

■

■

0

A

0

2

JUSTIFICATION SHEET: Please provide a detailed explanation of why the Employer will not have any new hires on the Project.

3

Attachment H

Davis-Bacon Wage Determination

General Decision Number: DC150002 10/09/2015 DC2

Superseded General Decision Number: DC20140002

State: District of Columbia

Construction Type: Building

County: District of Columbia Statewide.

BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

Note: Executive Order (EO) 13658 establishes an hourly minimum wage of $10.10 for 2015 that applies to all contracts subject to the Davis-Bacon Act for which the solicitation is issued on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.10 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/02/2015 1 01/09/2015 2 02/20/2015 3 03/06/2015 4 04/03/2015 5 05/08/2015 6 05/22/2015 7 06/26/2015 8 07/03/2015 9 07/17/2015 10 08/07/2015 11 08/14/2015 12 09/11/2015 13 09/18/2015 14 10/09/2015

ASBE0024-007 10/01/2013

Rates Fringes

ASBESTOS WORKER/HEAT & FROST INSULATOR $ 33.13 13.76

Includes the application of all insulating materials, protective coverings, coatings and finishes to all types of mechanical systems

ASBE0024-008 10/09/2013

Rates Fringes

ASBESTOS WORKER: HAZARDOUS MATERIAL HANDLER $ 20.86 5.46

Includes preparation, wetting, stripping, removal, scrapping, vacuuming, bagging and disposing of all insulation materials, whether they contain asbestos or not, from mechanical systems

ASBE0024-014 10/01/2013

Rates Fringes

FIRESTOPPER $ 26.06 5.90

Includes the application of materials or devices within or around penetrations and openings in all rated wall or floor assemblies, in order to prevent the pasage of fire, smoke of other gases. The application includes all components involved in creating the rated barrier at perimeter slab edges and exterior cavities, the head of gypsum board or concrete walls, joints between rated wall or floor components, sealing of penetrating items and blank openings.

BRDC0001-002 05/03/2015

Rates Fringes

BRICKLAYER $ 30.36 9.69

CARP0132-008 05/01/2015

Rates Fringes

CARPENTER, Includes Drywall Hanging, Form Work, and Soft Floor Laying-Carpet $ 27.56

9.08

PILEDRIVERMAN $ 26.79

8.85

CARP1831-002 04/01/2013

Rates Fringes

MILLWRIGHT $ 31.59 8.58

ELE00026-016 06/01/2015

Rates Fringes

ELECTRICIAN, Includes Installation of HVAC/Temperature Controls $ 42.80 15.33

ELEC0026-017 09/01/2014

Rates Fringes

ELECTRICAL INSTALLER (Sound & Communication Systems) $ 27.05 8.58

SCOPE OF WORK: Includes low voltage construction, installation, maintenance and removal of teledata facilities (voice, data and video) including outside plant, telephone and data inside wire, interconnect, terminal equipment, central offices, PABX, fiber optic cable and equipment, railroad communications, micro waves, VSAT, bypass, CATV, WAN (Wide area networks), LAN (Local area networks) and ISDN (Integrated systems digital network).

WORK EXCLUDED: The installation of computer systems in industrial applications such as assembly lines, robotics and computer controller manufacturing systems. The installation of conduit and/or raceways shall be installed by Inside Wiremen. On sites where there is no Inside Wireman employed, the Teledata Technician may install raceway or conduit not greater than 10 feet. Fire alarm work is excluded on all new construction sites or wherever the fire alarm system is installed in conduit. All HVAC control work.

ELEV0010-001 01/01/2015

Rates Fringes

ELEVATOR MECHANIC $ 41.09 28.385+a+b

a. PAID HOLIDAYS: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, Christmas Day and the Friday after Thanksgiving.

b. VACATIONS: Employer contributes 8% of basic hourly rate for 5 years or more of service; 6% of basic hourly rate for 6 months to 5 years of service as vacation pay credit.

IRON0005-005 06/01/2015

Rates Fringes

IRONWORKER, STRUCTURAL AND ORNAMENTAL $ 30.65 18.135

IRON0201-006 05/01/2015

Rates Fringes

IRONWORKER, REINFORCING $ 27.50 18.58

LA300657-015 06/01/2015

Rates Fringes

LABORER: Skilled $ 22.63 7.31

FOOTNOTE: Potmen, power tool operator, small machine operator, signalmen, laser beam operator, waterproofer, open caisson, test pit, underpinning, pier hole and ditches, laggers and all work associated with lagging that is not expressly stated, strippers, operator of hand derricks, vibrator operators, pipe layers, or tile layers, operators of jackhammers, paving breakers, spaders or any machine that does the same general type of work, carpenter tenders, scaffold builders, operators of towmasters, scootcretes, buggymobiles and other machines of similar character, operators of tampers and rammers and other machines that do the same general type of work, whether powered by air, electric or gasoline, builders of trestle scaffolds over one tier high and sand blasters, power and chain saw operators used in clearing, installers of well points, wagon drill operators, acetylene burners and licensed powdermen, stake jumper,demolition.

MARB0002-004 05/03/2015

Rates Fringes

MARBLE/STONE MASON $ 35.19 15.72

INCLUDING pointing, caulking and cleaning of All types of masonry, brick, stone and cement EXCEPT pointing, caulking, cleaning of existing masonry, brick, stone and cement (restoration work)

MARB0003-006 05/03/2015

Rates Fringes

TERRAZZO WORKER/SETTER $ 26.75 10.28

MARB0003-007 05/03/2015

Rates Fringes

TERRAZZO FINISHER $ 21.96 9.35

MARB0003-008 05/03/2015

Rates Fringes

TILE SETTER $ 26.75 10.28

MARB0003-009 05/03/2015

Rates Fringes

TILE FINISHER $ 21.96 9.35

PAIN0051-014 06/01/2014

Rates Fringes

GLAZIER Glazing Contracts $2 million and under $ 24.77 9.85 Glazing Contracts over $2 million $ 28.61 9.85

PAIN0051-015 06/01/2014

Rates Fringes

PAINTER Brush, Roller, Spray and Drywall Finisher $ 24.89 9.05

PLAS0891-005 07/01/2013

Rates Fringes

PLASTERER $ 28.33 5.85

PLAS0891-006 02/01/2014

Rates Fringes

CEMENT MASON/CONCRETE FIN1SHER...$ 27.15 9.61

PLAS0891-007 08/01/2014

Rates Fringes

FIREPROOFER Handler $ 16.50 4.24 Mixer/Pump $ 18.50 4.24 Sprayer $ 23.00 4.24

Spraying of all Fireproofing materials. Hand application of Fireproofing materials. This includes wet or dry, hard or soft. Intumescent fireproofing and refraction work, including, but not limited to, all steel beams, columns, metal decks, vessels, floors, roofs, where ever fireproofing is required. Plus any installation of thermal and acoustical insulation. All that encompasses setting up for Fireproofing, and taken down. Removal of fireproofing materials and protection. Mixing of all materials either by hand or machine following manufactures standards.

PLUM0005-010 08/01/2015

Rates Fringes

PLUMBER $ 39.67 16.60+a

a. PAID HOLIDAYS: Labor Day, Veterans' Day, Thanksgiving Day and the day after Thanksgiving, Christmas Day, New Year's Day, Martin Luther King's Birthday, Memorial Day and the Fourth of July.

* PLUM0602-008 08/01/2015

Rates Fringes

PIPEFITTER, Includes HVAC Pipe Installation $ 38.89 19.97+a

a. PAID HOLIDAYS: New Year's Day, Martin Luther King's Birthday, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day and the day after Thanksgiving and Christmas Day.

ROOF0030-016 05/01/2015

Rates Fringes

ROOFER $ 28.50 11.04

SFDC0669-002 04/01/2015

Rates Fringes

SPRINKLER FITTER (Fire Sprinklers) $ 32.40 18.12

SHEE0100-015 07/01/2015

Rates Fringes

SHEET METAL WORKER (Including HVAC Duct Installation) $ 39.79 16.77+a

a. PAID HOLIDAYS: New Year's Day, Martin Luther King's Birthday, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day and Christmas Day

SUDC2009-003 05/19/2009

Rates Fringes

LABORER: Common or General $ 13.04 2.80

LABORER: Mason Tender - Cement/Concrete $ 15.40 2.85

LABORER: Mason Tender for pointing, caulking, cleaning

of existing masonry, brick, stone and cement structures (restoration work); excludes pointing, caulking and cleaning of new or replacement masonry, brick, stone and cement $ 11.67

POINTER, CAULKER, CLEANER, Includes pointing, caulking, cleaning of existing masonry, brick, stone and cement structures (restoration work); excludes pointing, caulking, cleaning of new or replacement masonry, brick, stone or cement $ 18.88

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the

most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on

a wage determination matter

a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

Attachment I

Bid Bond Form

Attachment I

GOVERNMENT OF THE DISTRICT OF COLUMBIA

PROPOSAL BOND (See Instructions on 2"d page)

Date Bond Executed: (Must Not be Later Than Bid Opening Date)

PRINCIPAL (Legal Name and Address) TYPE OF ORGANIZATION ("X") [ ] INDIVIDUAL [ ] PARTNERSHIP I 1 JOINT VENTURE 11 CORPORATION

STATE OF INCORPORATION PENAL SUM OF BOND

SURE TY(IE S) (Na m e(s) and Ad d ress(es)) AMOUNT NOT TO EXCEED 5% OF BID

MILLION(S) THOUSAND(S) HUNDRED(S) CENTS

PROPOSAL IDENTIFICATION PROPOSAL CLOSING DATE

REQUEST FOR PROPOSAL NO.

KNOW ALL MEN BY THESE PRESENTS, that we the Principal and Surety(ies) hereto are firmly bound to the District of Columbia Government, a municipal corporation, hereinafter called "the District", in the above penal sum for the payment of which we bind ourselves, our heirs, executors, and successors, jointly and severally; Provided that, where the Surety(ies) are corporations acting as co-sureties, we, the Sureties, bind ourselves in such sum "jointly" and "severally" only for the purpose of allowing a joint action against any or all of us, and for all other purposes each Surety bonds itself, jointly and severally with the Principal, for the payment of such sum only as is set forth opposite the name of such Surety, but if no limit of liability is indicated, the limit of liability shall be the full amount of the penal sum.

THE CONDITION OF THIS OBLIGATION IS SUCH that whereas the Principal has submitted the bid identified above. NOW THEREFORE, if the Principal shall not withdraw said bid within the period specified therein after the receipt of the same, or, no period be specified, within ninety (90) calendar days after said receipt, and shall within the period specified therefore, or, if no period be specified, within ten (10) calendar days after being called upon to do so, furnish Performance & Payment Bonds with good and sufficient surety, as may be required, for the faithful performance and proper fulfillment of the Contract, and for the protection of all persons supplying labor and material in the prosecution of the work provided for in such Contract or, in the event of withdrawal of said bid, within the period specified, or the failure to furnish such bond within the time specified, if the Principal shall pay the District the difference between the amount specified in said bid and the amount for which the District may procure the required work and/or supplies, if the latter amount be in excess of the former, then the above obligations shall be void and of no effect, otherwise to remain in full force and virtue. Each Surety executing this bond hereby agrees that its obligation shall not be impaired by extension(s) of time for acceptance of the bid that the Principal may grant to the District, notice of which extension(s) to Surety (ies) being hereby waived: Provided that such waiver of notice shall apply only with respect to extensions aggregating not more than sixty (60) calendar days in addition to the period originally allowed for acceptance of the bid.

IN WITNESS WHEREOF, the Principal and Surety (ies) have executed this bid bond and have affixed their seals on the date set forth above.

PRINCIPAL 1. SIGNATURE

Seal

1. ATTEST Corporate Seal

Name & Title (typed) Name & Title (typed)

2. SIGNATURE

Seal

2. ATTEST Corporate Seal

Name & Title (typed) Name & Title (typed)

CERTIFICATE AS TO CORPORATION

I, , certify that I am Secretary of the Corporation, named as Principal herein, that , who signed this bond, on

is genuine; that said bond and is within the scope of its

behalf of the Principal, was then of said Corporation; that I know his signature, was duly signed and sealed for and in behalf of said Corporation by authority corporate powers.

and his signature thereto of its governing body,

Secretary of Corporation

SURETY(IES) 1. Name & Address (typed) State of Inc. Liability

Limit Corporate Seal

Signature of Attorney-in-Fact Attest (Signature)

Name & Address (typed) Name & Address (typed)

1. Name & Address (typed) State of Inc. Liability Limit

Corporate Seal

Signature of Attorney-in-Fact Attest (Signature)

Name & Address (typed) Name & Address (typed)

INSTRUCTIONS

1. This form shall be used whenever a bid guaranty is required in connection with construction, alteration and repair work. 2. Corporations name should appear exactly as it does on Corporate Seal and inserted in the space designated "Principal" on the

face of this form. If practicable, bond should be signed by the President or Vice President; if signed by other official, evidence of authority must be furnished. Such evidence should be in the form of an Extract or Minutes of a Meeting of the Board of Directors, or Extract of Bylaws, certified by the Corporate Secretary, or Assistant Secretary and Corporate Seal affixed thereto. CERTIFICATE AS TO CORPORATION must be executed by Corporate Secretary or Assistant Secretary.

3. Corporations executing the bond as sureties must be among those appearing on the U. S. Treasury Department's List of approved sureties and must be acting within the limitations set forth therein, and shall be licensed by the Insurance Administration, Department of Consumer and Regulatory Affairs, to do business in the District of Columbia. The surety shall attach hereto an adequate Power-Of-Attorney for each representative signing the bond.

4. Corporations executing the bond shall affix their Corporate Seals. Individuals shall sign full first name, middle initial and last name opposite the word "seal", two witnesses must be supplied, and their addresses, under the word "attest". If executed in Maine or New Hampshire, an adhesive seal shall be affixed.

5. Names of all partners must be set out in body of bond form, with the recital that they are partners composing a firm, naming it, and all members of the firm shall execute the bond as individuals. Each signature must be witnessed by two persons and addresses supplied.

Attachment J

Bid Guaranty Certification

Attachment J

Certification Letter for Cashier's Check or Irrevocable Letter of Credit

Offerors who submit a cashier's check or an irrevocable letter of credit ("Alternate Bid Security") in lieu of a bid bond must also submit this certification, properly notarized, with their proposal. By executing this document, Offeror acknowledges that, if awarded this contract, Offeror shall be required to post promptly a payment and performance bond equal to the full value of the contract. In the event Offeror fails to post such payment and performance bond, the Offeror understands and agrees that; (i) the Department shall draw upon the Alternate Bid Security as liquidated damages; (ii) the award and or contract shall be terminated; (iii) for a period of two (2) years thereafter, the Department will not accept from such Offeror Alternate Bid Security in lieu of a bid bond; and (iv) the Offeror hereby waives the right to protest the termination of any such award or contract. The Offeror further acknowledges and agrees that the damages the Department would experience in the event such award or contract are terminated due to the Offeror's failure to post a payment and performance bond are difficult to determine and that the value of the Alternate Bid Security represents a reasonable estimate of the damages the Department would incur.

By: Name: Title: Date:

(District of Columbia):

On the day of . 2015, before me, a notary public in and for the District of Columbia, personally appeared , who acknowledged himself/herself to be of , and that he/she as such, being authorized to do so, executed the foregoing instrument for the purposes therein contained.

IN WITNESS WHEREOF, I have hereunto set my hand and official seal.

Notary Public My Commission Expires:

Attachment K

Award/Signature Page

AWARD/CONTRACT

2. Solicitation/Contract Number

DCAM-16-NC-0040

3. Effective Date

See Block 18C

1. Caption Page of Pages

Renovation of DYRS Gymnasium and Courtyard

1 70

4. Requisition/Purchase Request/Project No.

5. Issued By:

Department of General Services Contracts and Procurement Division 2000 14th Street, 8th Floor Washington, DC 20009

6. Administered by (If other than line 5)

7. Name and Address of Contractor 8. •

Delivery FOB Origin • Other

9. RESERVED

10. Submit invoices as described in Section 1.3.

11. RESERVED 12. Payment will be made by Government of the District of Columbia Department of General Services Office of the Chief Financial Officer 2000 14th Street, 5th Floor Washington, DC 20009

13. Acknowledgement of Amendments The Bidder acknowledges receipt of amendments to the SOLICITATION

Amendment No. Date

14. Supplies/Services/Price See Section B - Scope Of Work and Bid Form (Attachment A)

15. Table of Contents

Section Description Pages

A Cover Page/Signature Page Page 1- Page 3

B Scope of Work Page 4- Page 18

C Economic Inclusion Page 19- Page 26

D Lump Sum Price Page 27 - Page 29

E Evaluation and Award Criteria Page 30

F Bid Organization and Submission Page 31 - Page 32

G Bidding Procedures and Protests Page 33 - Page 35

H Insurance and Bond Requirements Page 36 - Page 37

I Department's Responsibilities Page 38 - Page 44

J Contract Changes Page 45 - Page 49

K Miscellaneous Provisions Page 50 - Page 67

L Definitions Page 68 - Page 70 Contracting Officer will complete Item 16

16. ❑ AWARD Your bid for the above referenced Solicitation including your Bid and Offer Letter and Bid Form is hereby accepted. .Contractor agrees to furnish and deliver all items, perform all the services set forth or otherwise identified above and on any continuation sheets, for the consideration stated herein.

17A. Name and Title of Signer (Type or print) 18A. Name of Contracting Officer

17B.

(Signature of person authorized to sign)

17C. Date Signed 18B.

(Signature of Contracting Officer)

18C. Date Signed

* * * * * * WE ARE

Government of the District of Columbia DGS Department of General Services DC ,,.. , ....

Attachment A - dgs | Department of General Services NUMBER -DWG NUMBER DETAIL NUMBER 88M-EINGD4T DWG...

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