Attachment_3_Drawings_-_DC_Permit_Approved_Plans.pdf

PDF 6 MB Posted Apr 27, 2022

Attached to: Installation of Fire Protection and Security Syste
Solicitation number: 140P3022R0009
Issued by: Department of the Interior National Park Service National Office

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Written by GovTribe AI · Dec 28, 2023

This document package includes construction drawings and specifications for the installation of fire protection and security systems at the historic Peirce Barn located in Rock Creek Park, Washington D.C. The project will disturb approximately 745 square feet to install a new 4-inch water line and communications conduit to support fire protection equipment inside the barn. Drawings show the existing site conditions, demolition and restoration plans, site utility plans, erosion and sediment control plans, and construction details. Specifications require sediment and erosion control measures during the project, vegetation and landscaping requirements, and standards for site development and utilities. The National Park Service is the contracting agency seeking these improvements to enhance life safety measures at the historic property.

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Other files

File	Type	Posted
Attachment_7_Proposal_Submission_Package_Revised_0003.pdf	PDF	Jun 15, 2022
Sol_140P3022R0009_Amd_0003.pdf	PDF	Jun 15, 2022
Attachment_8_RFI_and_Responses_0003.pdf	PDF	Jun 15, 2022
Sol_140P3022R0009_Amd_0002.pdf	PDF	Jun 8, 2022
Sol_140P3022R0009_Amd_0001.pdf	PDF	May 18, 2022
Attachment_5_Vaccination_Certification_Notification_to_DOI_Contractors_Template_082321_FINAL_-_signed.pdf	PDF	Apr 27, 2022
Attachment_1_Specifications.pdf	PDF	Apr 27, 2022
Sol_140P3022R0009.pdf	PDF	Apr 27, 2022
Attachment_6_Certification_of_Vaccination_Form.pdf	PDF	Apr 27, 2022
Attachment_4_Davis-Bacon_Wage_Determination.pdf	PDF	Apr 27, 2022
Attachment_2_Drawings.pdf	PDF	Apr 27, 2022
Attachment_7_Proposal_Submission_Package.pdf	PDF	Apr 27, 2022

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20-s15640

06-23-2020 08:40 AM

The following stamps were applied via the Stormwater Database. Each stamp was signed electronically at the indicated time.

20-s15640

06-16-2020 11:42 AM

BCIV2000114

DOEE FP Review - Victor Ukpolo - 06-24-2020 DOEE SE-SW Review - Nykia Barnes - 06-24-2020

06/24/20

AutoCAD SHX Text: 66 AutoCAD SHX Text: 29 AutoCAD SHX Text: 29 AutoCAD SHX Text: 29 AutoCAD SHX Text: 50 AutoCAD SHX Text: 355 AutoCAD SHX Text: 193 AutoCAD SHX Text: 190 AutoCAD SHX Text: 410 AutoCAD SHX Text: 1 AutoCAD SHX Text: MARYLAND AutoCAD SHX Text: DISTRICT OF AutoCAD SHX Text: COLUMBIA AutoCAD SHX Text: GEORGIA AVENUE AutoCAD SHX Text: 16TH STREET AutoCAD SHX Text: CONSTITUTION AutoCAD SHX Text: AVENUE AutoCAD SHX Text: FOXHALL AutoCAD SHX Text: ROAD AutoCAD SHX Text: Mac ARTHUR AutoCAD SHX Text: BLVD.

AutoCAD SHX Text: WISCONSIN AutoCAD SHX Text: AVENUE AutoCAD SHX Text: CONNECTICUT AVENUE AutoCAD SHX Text: EAST-WEST AutoCAD SHX Text: HIGHWAY AutoCAD SHX Text: MILITARY ROAD AutoCAD SHX Text: NEBRASKA AutoCAD SHX Text: AVENUE AutoCAD SHX Text: MASSACHUSETTS AutoCAD SHX Text: AVENUE AutoCAD SHX Text: RENO ROAD AutoCAD SHX Text: GEORGE AutoCAD SHX Text: WASHINGTON AutoCAD SHX Text: MEMORIAL AutoCAD SHX Text: PKWY.

AutoCAD SHX Text: CONNECTICUT AutoCAD SHX Text: AVENUE AutoCAD SHX Text: COLUMBIA AutoCAD SHX Text: ROAD AutoCAD SHX Text: M ST.

AutoCAD SHX Text: P ST.

AutoCAD SHX Text: Q ST.

AutoCAD SHX Text: POTOMAC AutoCAD SHX Text: RIVER AutoCAD SHX Text: KLINGLE AutoCAD SHX Text: MANSION AutoCAD SHX Text: HQ.

AutoCAD SHX Text: TENNIS AutoCAD SHX Text: STADIUM AutoCAD SHX Text: FORT AutoCAD SHX Text: STEVENS AutoCAD SHX Text: FORT DeRUSSEY AutoCAD SHX Text: NATURE AutoCAD SHX Text: CENTER & AutoCAD SHX Text: PLANITARIUM AutoCAD SHX Text: GOLF AutoCAD SHX Text: COURSE AutoCAD SHX Text: NATIONAL AutoCAD SHX Text: ZOO AutoCAD SHX Text: CARTER AutoCAD SHX Text: BARRON AutoCAD SHX Text: WISCONSIN AutoCAD SHX Text: AVENUE AutoCAD SHX Text: CALV AutoCAD SHX Text: ST.

AutoCAD SHX Text: ER AutoCAD SHX Text: WISE AutoCAD SHX Text: ROAD AutoCAD SHX Text: BEACH AutoCAD SHX Text: DRIVE AutoCAD SHX Text: BINGHAM AutoCAD SHX Text: PARK POLICE AutoCAD SHX Text: SUBSTATION AutoCAD SHX Text: DUPONT AutoCAD SHX Text: CIRCLE AutoCAD SHX Text: MASSACHUSETTS AutoCAD SHX Text: AVENUE AutoCAD SHX Text: PORTER AutoCAD SHX Text: STREET AutoCAD SHX Text: TO AutoCAD SHX Text: FALLS CHURCH, AutoCAD SHX Text: VIRGINIA AutoCAD SHX Text: TO AutoCAD SHX Text: ANNAPOLIS, AutoCAD SHX Text: MARYLAND AutoCAD SHX Text: 16TH STREET AutoCAD SHX Text: 495 AutoCAD SHX Text: TO AutoCAD SHX Text: 495 AutoCAD SHX Text: TO AutoCAD SHX Text: 495 AutoCAD SHX Text: TO AutoCAD SHX Text: MARYLAND AutoCAD SHX Text: KENNEDY ST.

AutoCAD SHX Text: DAVENPORT AutoCAD SHX Text: ST.

AutoCAD SHX Text: DRIVE AutoCAD SHX Text: T AutoCAD SHX Text: ALASKA AutoCAD SHX Text: AVE.

AutoCAD SHX Text: DISTRICT OF AutoCAD SHX Text: COLUMBIA AutoCAD SHX Text: CANAL AutoCAD SHX Text: ROAD AutoCAD SHX Text: POLICE AutoCAD SHX Text: STABLE AutoCAD SHX Text: POLICE AutoCAD SHX Text: STABLES AutoCAD SHX Text: THOMPSON'S AutoCAD SHX Text: BOAT HOUSE AutoCAD SHX Text: GLOVER RD.

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AutoCAD SHX Text: PARK AutoCAD SHX Text: ROAD AutoCAD SHX Text: PIERCE AutoCAD SHX Text: MILL AutoCAD SHX Text: 495 AutoCAD SHX Text: 95 AutoCAD SHX Text: 95 AutoCAD SHX Text: 495 AutoCAD SHX Text: 270 AutoCAD SHX Text: 495 AutoCAD SHX Text: 495 AutoCAD SHX Text: 395 AutoCAD SHX Text: 66 AutoCAD SHX Text: 50 AutoCAD SHX Text: 29 AutoCAD SHX Text: 95 AutoCAD SHX Text: 95 AutoCAD SHX Text: 95 AutoCAD SHX Text: 495 AutoCAD SHX Text: 495 AutoCAD SHX Text: 95 AutoCAD SHX Text: WASHINGTON AutoCAD SHX Text: ALEXANDRIA AutoCAD SHX Text: ROCKVILLE AutoCAD SHX Text: ARLINGTON AutoCAD SHX Text: SILVER AutoCAD SHX Text: SPRING AutoCAD SHX Text: WHEATON AutoCAD SHX Text: BETHESDA AutoCAD SHX Text: RIVER ROAD AutoCAD SHX Text: 355 AutoCAD SHX Text: ROCK AutoCAD SHX Text: CREEK AutoCAD SHX Text: PARK AutoCAD SHX Text: POTOMAC AutoCAD SHX Text: RIVER AutoCAD SHX Text: TO AutoCAD SHX Text: DULLES AutoCAD SHX Text: 4 AutoCAD SHX Text: 295 AutoCAD SHX Text: MARYLAND AutoCAD SHX Text: MARYLAND AutoCAD SHX Text: VIRGINIA AutoCAD SHX Text: 1 AutoCAD SHX Text: SCALE OF METERS AutoCAD SHX Text: SCALE OF FEET AutoCAD SHX Text: 2,500 AutoCAD SHX Text: 500 AutoCAD SHX Text: 0 AutoCAD SHX Text: 0 AutoCAD SHX Text: 1,500 AutoCAD SHX Text: 5,000 AutoCAD SHX Text: 1,000 AutoCAD SHX Text: 500 AutoCAD SHX Text: 2,500 AutoCAD SHX Text: ROCK CREEK PARK AutoCAD SHX Text: MAINTENANCE YARD AutoCAD SHX Text: AMPHITHEATER AutoCAD SHX Text: INFORMATION CENTER AutoCAD SHX Text: PARKING AutoCAD SHX Text: AIRPORT AutoCAD SHX Text: STATE LINE AutoCAD SHX Text: PARK HEADQUARTERS AutoCAD SHX Text: PARK BOUNDARY AutoCAD SHX Text: HQ.

AutoCAD SHX Text: CREEK AutoCAD SHX Text: LEGEND AutoCAD SHX Text: SCALE OF MILES AutoCAD SHX Text: 3 AutoCAD SHX Text: 0 AutoCAD SHX Text: 3 AutoCAD SHX Text: ROCK CREEK PARK AutoCAD SHX Text: WASHINGTON, D.C.

AutoCAD SHX Text: INSTALL FIRE PROTECTION & SECURITY SYSTEMS AT THE HISTORIC PEIRCE BARN 2401 TILDEN STREET, NW WASHINGTON, DC 20008 AutoCAD SHX Text: SITE AutoCAD SHX Text: SEE SHEET G-002 FOR SHEET INDEX AutoCAD SHX Text: INDEX OF SHEETS AutoCAD SHX Text: CONTRACTOR PARKING PERMITS & PERSONNEL PASSES FOR SECURITY REASONS, IT IS NECESSARY TO BE ABLE TO READILY IDENTIFY VEHICLES AND PERSONNEL THAT HAVE REASON TO BE WORKING ON OR IN CERTAIN PARKS AND AREAS OF THE NATIONAL CAPITAL REGION. FOR WORK THAT WILL TAKE PLACE IN THESE AREAS, THE COR WILL PROVIDE THE CONTRACTOR WITH AN APPLICATION FOR CONTRACTOR PARKING PERMITS & CONTRACTOR PERSONNEL PASSES. THE FORM SHALL BE FILLED OUT BY THE CONTRACTOR AND SUBMITTED TO THE COR. THE COR IS RESPONSIBLE FOR ISSUING THE APPROPRIATE NUMBER OF PERMITS AND PASSES. PARKING PERMITS MUST BE VISIBLY DISPLAYED IN THE VEHICLE WINDSHIELD. PASSES ARE WALLET-SIZED CARDS THAT SHALL BE PRESENTED TO PARK RANGERS OR US PARK POLICE UPON REQUEST.

AutoCAD SHX Text: INSTALL FIRE PROTECTION & SECURITY AT PEIRCE BARN AutoCAD SHX Text: ROCK CREEK PARK (ROCR) AutoCAD SHX Text: NATIONAL PARK SERVICE - INTERIOR REGION 1 - NATIONAL CAPITAL AREA AutoCAD SHX Text: DESIGN AND PROJECT MANAGEMENT AutoCAD SHX Text: UNITED STATES AutoCAD SHX Text: OF AutoCAD SHX Text: SHEET AutoCAD SHX Text: DWG. NO.

BCIV2000114

DOEE FP Review - Victor Ukpolo - 06-24-2020 DOEE SE-SW Review - Nykia Barnes - 06-24-2020

06/24/20

AutoCAD SHX Text: TREE LINE AutoCAD SHX Text: GUARD RAIL AutoCAD SHX Text: CENTERLINE AutoCAD SHX Text: EDGE OF PAVEMENT AutoCAD SHX Text: CURB AND GUTTER AutoCAD SHX Text: WATERLINE AutoCAD SHX Text: GAS LINE AutoCAD SHX Text: BURIED ELECTRIC AutoCAD SHX Text: BURIED TELEPHONE AutoCAD SHX Text: UNKNOWN UTILITY AutoCAD SHX Text: SIGN AutoCAD SHX Text: PATH OR TRAIL AutoCAD SHX Text: TRAVERSE AutoCAD SHX Text: FLY TRAVERSE AutoCAD SHX Text: HANDICAP RAMP/PARKIN AutoCAD SHX Text: TRAFFIC. LIGHT POLE AutoCAD SHX Text: WATER MANHOLE AutoCAD SHX Text: W AutoCAD SHX Text: FIRE HYDRANT AutoCAD SHX Text: WATER METER AutoCAD SHX Text: WM AutoCAD SHX Text: DROP INLET-GRATE AutoCAD SHX Text: STORM MANHOLE AutoCAD SHX Text: SD AutoCAD SHX Text: SANITARY MANHOLE AutoCAD SHX Text: S AutoCAD SHX Text: ELECTRIC MANHOLE AutoCAD SHX Text: E AutoCAD SHX Text: LIGHT POLE AutoCAD SHX Text: UTILITY MANHOLE AutoCAD SHX Text: U AutoCAD SHX Text: ROAD SIGN AutoCAD SHX Text: ACCESS ROUTE AutoCAD SHX Text: LIMIT OF DISTURBANCE AutoCAD SHX Text: STORM DRAINAGE AutoCAD SHX Text: SANITARY SEWER AutoCAD SHX Text: CHAIN LINK FENCE AutoCAD SHX Text: TREE PROTECTION FENCE AutoCAD SHX Text: SAFETY FENCE AutoCAD SHX Text: SILT FENCE AutoCAD SHX Text: MISC AutoCAD SHX Text: MISCELLANEOUS MANHOLE AutoCAD SHX Text: BORING/INFILTATION TEST LOCATION AutoCAD SHX Text: G-002 AutoCAD SHX Text: %%UDETAIL AutoCAD SHX Text: C-2 AutoCAD SHX Text: C-5 AutoCAD SHX Text: 1 AutoCAD SHX Text: SCALE:

AutoCAD SHX Text: 1. THE LOCATION OF UTILITIES SHOWN ON THE PLANS ARE BASED ON FIELD THE LOCATION OF UTILITIES SHOWN ON THE PLANS ARE BASED ON FIELD SURVEY DATA AND/OR RECORD DRAWINGS. THE INFORMATION SHOWN IS NOT NECESSARILY COMPLETE AND THE LOCATION OF THE UTILITIES SHOWN IS APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO START OF THE WORK. IF THE FIELD CONDITIONS ARE FOUND TO VARY FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE COR PRIOR TO PROCEEDING WITH CONSTRUCTION. 2. THE CONTRACTOR SHALL PROVIDE/FURNISH SERVICES OF A QUALIFIED THE CONTRACTOR SHALL PROVIDE/FURNISH SERVICES OF A QUALIFIED PRIVATE UTILITY LOCATOR 48 HOURS PRIOR TO START OF CONSTRUCTION. CONTRACTOR(S) SHALL BE RESPONSIBLE FOR CONTACTING THE PRIVATE UTILITY LOCATOR IN ADVANCE OF ON-SITE WORK. FOR THE MARKING OF ALL UNDERGROUND UTILITIES WITHIN WORK ZONES WHERE DIGGING, TEST PITS, PROBES, ETC. ARE ANTICIPATED. NOTIFY COR A MINIMUM OF 72 HOURS IN ADVANCE OF BORING, DIGGING AND/OR LOCATING WORK SO THAT NPS ARCHAEOLOGIST AND/OR CULTURAL RESOURCE MANAGER MAY OBSERVE WORK IN PROGRESS. 3. THE UTILITY MARKING CREW SHALL NOT SPRAY PAINT ANY BUILDINGS, THE UTILITY MARKING CREW SHALL NOT SPRAY PAINT ANY BUILDINGS, EXISTING STRUCTURES, TREES OR HARDSCAPE. 4. THE CONTRACTOR SHALL VERIFY ALL THE EXISTING VERTICAL AND THE CONTRACTOR SHALL VERIFY ALL THE EXISTING VERTICAL AND HORIZONTAL UTILITY CROSSINGS. 5. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL STRUCTURES AND THE CONTRACTOR SHALL LOCATE AND PROTECT ALL STRUCTURES AND UNDERGROUND UTILITIES DURING CONSTRUCTION. ANY DAMAGE TO STRUCTURES AND UTILITIES AS A RESULT OF CONTRACTOR'S OPERATION SHALL BE REPAIRED IMMEDIATELY TO THE SATISFACTION OF THE COR AT NO ADDITIONAL COST. 6. ALL WORK HOUR RESTRICTIONS AS INDICATED IN THE CONTRACT ALL WORK HOUR RESTRICTIONS AS INDICATED IN THE CONTRACT DOCUMENTS SHALL BE OBSERVED BY THE CONTRACTOR. 7. THE CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE PROJECT SITE THE CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE PROJECT SITE ON A DAILY BASIS AND DISPOSE OF IT PROPERLY OFFSITE. THE HAULING AND DISPOSAL OF DEBRIS SHALL COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. 8. PROVIDE ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES AROUND PROVIDE ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES AROUND ALL DISTURBED AREAS AND PROTECT ALL STORM INLET STRUCTURES. 9. THE CONTRACTOR SHALL COORDINATE ANY PORTION OF THEIR WORK WITH THE CONTRACTOR SHALL COORDINATE ANY PORTION OF THEIR WORK WITH THAT OF OTHERS THAT MAY BE PERFORMED ADJACENT TO, OR IN CLOSE PROXIMITY TO, SUCH WORK IN THIS CONTRACT OR OTHERS. 10. THE CONTRACTOR SHALL VERIFY, BY FIELD MEASUREMENT, THE REQUIRED THE CONTRACTOR SHALL VERIFY, BY FIELD MEASUREMENT, THE REQUIRED DIMENSION OF ALL PIPES, FITTINGS, EQUIPMENT AND STRUCTURES TO ASSURE PROPER CLEARANCE AND SPACING PRIOR TO FABRICATION OR INSTALLATION. 11. THE NPS SHALL NOT BE HELD RESPONSIBLE FOR ANY DAMAGE OR THE NPS SHALL NOT BE HELD RESPONSIBLE FOR ANY DAMAGE OR INJURY SUSTAINED DURING CONSTRUCTION BY ANY PERSON, VEHICLES OR EQUIPMENT USED ON OR ADJACENT TO THE SITE.

AutoCAD SHX Text: GENERAL UTILITY NOTES AutoCAD SHX Text: AASHTO ABAND AC APPROX ARCH ASPH ASTM AVE BC BIT BLDG BM B/W C&G CADD CALC CB CC CCI CFS CI CIP CL, CLF CMP CO COMM CND CONC COR CU DATUR DEMO DI DIA DIAM DWGS ELEC EXPJ ELEV EOI EP EW EX EXIST FDC FH FT G GEN HC HGL HR HT ID IN INV INVT IP L/P /P P LBS LF LOD MAX MG MH MNGT MIN AutoCAD SHX Text: AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS ABANDON ACRE APPROXIMATE ARCHITECTURAL ASPHALT AMERICAN SOCIETY FOR TESTING AND MATERIALS AVENUE BOTTOM OF CURB BITUMINOUS BUILDING BENCH MARK BETWEEN CURB & GUTTER COMPUTER AIDED DRAFTING AND DESIGN CALCULATION CATCH BASIN CENTER TO CENTER CONSTRUCTION CONTRACT INSPECTOR CUBIC FEET PER SECOND CURB INLET CAST IN PLACE CENTER LINE STOCKADE FENCE CORRUGATED METAL PIPE CLEAN OUT COMMUNICATION CONDUIT CONCRETE CONTRACTING OFFICER'S REPRESENTATIVE CUBIC DEPICTED ACCORDING TO UTILITY RECORD DEMOLISH DROP INLET DIAMETER DRAWINGS ELECTRIC EXPANSION JOINT ELEVATION END OF INVESTIGATION EDGE OF PAVEMENT EACH WAY EXISTING FIRE DEPARTMENT CONNECTION FIRE HYDRANT FEET GAS GENERATOR HANDICAP HYDRAULIC GRADE LINE HOUR HEIGHT INSIDE DIAMETER INCH INVERT INLET PROTECTION LIGHT POLE POUNDS LINEAR FEET LIMITS OF DISTURBANCE MAXIMUM MATCH GRADE MANHOLE MANAGEMENT MINIMUM/MINUTE AutoCAD SHX Text: %%uABBREVIATION AutoCAD SHX Text: %%uDESCRIPTION AutoCAD SHX Text: PAGE SECTION IS SHOWN ON AutoCAD SHX Text: PAGE SECTION IS TAKEN FROM AutoCAD SHX Text: SECTION NUMBER AutoCAD SHX Text: LEGEND AutoCAD SHX Text: SYMBOLS AutoCAD SHX Text: # NO NO N/A /A A NEF NIC NPS NTS OC OHW PROP PSI PVC PVMT RCP REQD S/W S SAN SCE SEW SF SQ SS STA STD STM STR STRUCT SWM T&B T TELE TBD TP TRANS TYP UNG UNK UNO UTIL W/ / W AutoCAD SHX Text: NUMBER NOT AVAILABLE NO END FOUND NOT IN CONTRACT NATIONAL PARK SERVICE NOT TO SCALE ON CENTER OVERHEAD WIRE PROPOSED POUNDS PER SQUARE INCH POLYVINYL CHLORIDE PAVEMENT REINFORCED CONCRETE PIPE REQUIRED SIDEWALK SECOND SANITARY STABILIZED CONSTRUCTION ENTRANCE SEWER SILT FENCE SQUARE SANITARY SEWER STATION STANDARD STORM STRUCTURE STORM WATER MANAGEMENT TOP & BOTTOM TELEPHONE ELEPHONE TO BE DETERMINED TREE PROTECTION TRANSFORMER TYPICAL UNDERGROUND UNKNOWN UNLESS NOTED OTHERWISE UTILITY WITH WATER AutoCAD SHX Text: %%uABBREVIATION AutoCAD SHX Text: %%uDESCRIPTION AutoCAD SHX Text: ABBREVIATIONS AutoCAD SHX Text: 1. UNSUITABLE EXISTING FILL, SOFT OR LOOSE NATURAL SOILS, ORGANIC UNSUITABLE EXISTING FILL, SOFT OR LOOSE NATURAL SOILS, ORGANIC MATERIAL, AND RUBBLE SHALL BE STRIPPED TO APPROVED SUB-GRADES AS DETERMINED BY THE CONTRACTOR'S GEOTECHNICAL ENGINEER AND APPROVED BY THE COR. THE ACTUAL DEPTH OF STRIPPING NECESSARY TO PROVIDE A SUITABLE BASE FOR PLACEMENT AND COMPACTION OF EARTHWORK MAY INCLUDE TOPSOIL AND OTHER SOFT SURFACE LAYERS WITH OR WITHOUT ORGANIC MATTER. 2. SUB-GRADES SHALL BE PROOF ROLLED WITH A MINIMUM 20 TON, SUB-GRADES SHALL BE PROOF ROLLED WITH A MINIMUM 20 TON, LOADED DUMP TRUCK OR SUITABLE RUBBER TIRE CONSTRUCTION EQUIPMENT APPROVED BY THE CONTRACTOR'S GEOTECHNICAL ENGINEER, PRIOR TO THE PLACEMENT OF NEW FILL. 3. FILL MATERIAL SHALL BE PLACED IN LIFTS NOT EXCEEDING 8 INCHES FILL MATERIAL SHALL BE PLACED IN LIFTS NOT EXCEEDING 8 INCHES LOOSE THICKNESS, WITH FILL MATERIALS COMPACTED BY HAND OPERATED TAMPERS OR LIGHT COMPACTION EQUIPMENT PLACED IN MAXIMUM 4 INCH THICK LOOSE LIFTS. FILL SHOULD BE COMPACTED AT +/- 2% OF THE OPTIMUM MOISTURE CONTENT TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY PER ASTM D-698. 4. CONTRACTOR'S STAGING AREA MUST BE KEPT NEAT AND THE FENCE CONTRACTOR'S STAGING AREA MUST BE KEPT NEAT AND THE FENCE FREE OF SIGNS AND GRAFFITI AT ALL TIMES. 5. ANY DAMAGE RESULTING FROM ESTABLISHING THE STAGING AREA SHALL ANY DAMAGE RESULTING FROM ESTABLISHING THE STAGING AREA SHALL BE RESTORED UPON DEMOLITION. 6. A JOB TRAILER, IF REQUIRED, SHALL BE WITHIN THE FENCED AREA A JOB TRAILER, IF REQUIRED, SHALL BE WITHIN THE FENCED AREA ALONG WITH ALL MACHINES, EQUIPMENT AND MATERIALS USED SPECIFICALLY FOR THIS PROJECT, AND SHALL ALSO INCLUDE THE DUMPSTER. 7. CONTRACTOR SHALL RESTORE CONSTRUCTION STAGING AREA (TEMPORARY CONTRACTOR SHALL RESTORE CONSTRUCTION STAGING AREA (TEMPORARY STOCKYARD) TO PRE-WORK CONDITIONS.

AutoCAD SHX Text: EARTHWORK NOTES AutoCAD SHX Text: SHEET # OF # AutoCAD SHX Text: SUB SHEET AutoCAD SHX Text: SHEET TITLE AutoCAD SHX Text: 1 2 AutoCAD SHX Text: G-001 G-002 CIVIL C-101 C-102 C-103 C-201 C-202 C-203 C-204 C-501 AutoCAD SHX Text: COVER SHEET GENERAL NOTES & LEGEND AutoCAD SHX Text: SHEET INDEX AutoCAD SHX Text: INSTALL FIRE PROTECTION & SECURITY AT PEIRCE BARN AutoCAD SHX Text: ROCK CREEK PARK (ROCR) AutoCAD SHX Text: NATIONAL PARK SERVICE - INTERIOR REGION 1 - NATIONAL CAPITAL AREA AutoCAD SHX Text: DESIGN AND PROJECT MANAGEMENT AutoCAD SHX Text: UNITED STATES AutoCAD SHX Text: OF AutoCAD SHX Text: SHEET AutoCAD SHX Text: DWG. NO.

AutoCAD SHX Text: DATE AutoCAD SHX Text: DEPARTMENT OF THE INTERIOR AutoCAD SHX Text: SUB SHEET NUMBER AutoCAD SHX Text: TITLE OF DRAWING AutoCAD SHX Text: Mark AutoCAD SHX Text: Sheet AutoCAD SHX Text: Initial AutoCAD SHX Text: Date AutoCAD SHX Text: REVISION AutoCAD SHX Text: DESIGNED AutoCAD SHX Text: DRAWN AutoCAD SHX Text: CHECKED AutoCAD SHX Text: TITLE OF PROJECT AutoCAD SHX Text: NAME OF PARK AutoCAD SHX Text: ALPHA CORPORATION 21000 ATLANTIC BLVD. SUITE 400 DULLES, VA. 20166 (703) 450-0800 www.alphacorporation.com AutoCAD SHX Text: 06.04.2020 AutoCAD SHX Text: 152096 AutoCAD SHX Text: 821 AutoCAD SHX Text: JAD AutoCAD SHX Text: SRC AutoCAD SHX Text: SRC/DQ AutoCAD SHX Text: PMIS# AutoCAD SHX Text: 160382 AutoCAD SHX Text: LOCATION WITHIN PARK AutoCAD SHX Text: PEIRCE MILL AutoCAD SHX Text: 31 AutoCAD SHX Text: 11 12 13 14 15 16 AutoCAD SHX Text: ELECTRICAL E-001 ES-101 E-101 E-102 E-103 E-104 AutoCAD SHX Text: SYMBOLS & ABBREVIATIONS ELECTRICAL SITE PLAN GROUND FLOOR PLAN SECOND FLOOR PLAN ATTIC FLOOR PLAN FIRE PROTECTION VAULT PIT AutoCAD SHX Text: EXISTING CONDITIONS PLAN DEMOLITION & RESTORATION PLAN SITE UTILITY PLAN EROSION & SEDIMENT CONTROL PLAN EROSION & SEDIMENT CONTROL DETAILS EROSION & SEDIMENT CONTROL NOTES EROSION & SEDIMENT CONTROL NOTES SITE DETAILS AutoCAD SHX Text: 3 4 5 6 7 8 9 10 AutoCAD SHX Text: 17 18 19 20 21 AutoCAD SHX Text: FIRE ALARM FA0.1 FA1.0 FA1.1 FA1.2 FA5.1 AutoCAD SHX Text: REFERENCE SHEET EXISTING CONDITIONS PEIRCE BARN NEW PEIRCE MILL NEW DETAIL SHEET AutoCAD SHX Text: 22 23 24 25 AutoCAD SHX Text: FIRE PROTECTION FP0.1 FP1.1 FP5.1 FP5.2 AutoCAD SHX Text: REFERENCE SHEET PEIRCE BARN NEW DETAIL SHEET DETAIL SHEET AutoCAD SHX Text: 26 27 28 AutoCAD SHX Text: SECURITY Q001 Q101 Q301 AutoCAD SHX Text: SECURITY LEGEND SECURITY FLOOR PLANS SECURITY DETAILS AutoCAD SHX Text: 29 30 31 AutoCAD SHX Text: STRUCTURAL S-001 S-101 S-201 AutoCAD SHX Text: GENERAL NOTES ATTIC FLOOR TYPICAL DETAILS AutoCAD SHX Text: GENERAL NOTES & LEGEND AutoCAD SHX Text: 2

DOEE SE-SW Review - Nykia Barnes - 06-24-2020

06/24/20

AutoCAD SHX Text: SD AutoCAD SHX Text: SD AutoCAD SHX Text: SD AutoCAD SHX Text: E AutoCAD SHX Text: SD AutoCAD SHX Text: SD AutoCAD SHX Text: SD AutoCAD SHX Text: SD AutoCAD SHX Text: SD AutoCAD SHX Text: SD AutoCAD SHX Text: GV AutoCAD SHX Text: E AutoCAD SHX Text: WV AutoCAD SHX Text: WF AutoCAD SHX Text: S AutoCAD SHX Text: WV AutoCAD SHX Text: SD AutoCAD SHX Text: WV AutoCAD SHX Text: 12" SS AutoCAD SHX Text: 12" SS AutoCAD SHX Text: 10" SS AutoCAD SHX Text: 16" W AutoCAD SHX Text: 16" W AutoCAD SHX Text: WV AutoCAD SHX Text: 1½"W½"W"W AutoCAD SHX Text: 8"W AutoCAD SHX Text: 2"W AutoCAD SHX Text: 2"W AutoCAD SHX Text: 1½"W½"W"W AutoCAD SHX Text: W AutoCAD SHX Text: G:75.38 AutoCAD SHX Text: TOP:66.19 AutoCAD SHX Text: W AutoCAD SHX Text: G:75.99 AutoCAD SHX Text: W AutoCAD SHX Text: G:76.10 AutoCAD SHX Text: W AutoCAD SHX Text: G:76.41 AutoCAD SHX Text: W AutoCAD SHX Text: G:65.76 AutoCAD SHX Text: W AutoCAD SHX Text: G:65.78 AutoCAD SHX Text: 42" SAN AutoCAD SHX Text: 54" SAN AutoCAD SHX Text: 4"W AutoCAD SHX Text: 6"W AutoCAD SHX Text: 4"W AutoCAD SHX Text: EX. STONE RETAINING WALL AutoCAD SHX Text: EX. TAILRACE AutoCAD SHX Text: LARGE STONES (TYP) AutoCAD SHX Text: EMH AutoCAD SHX Text: FF=66.57 AutoCAD SHX Text: EX. PEIRCE MILL AutoCAD SHX Text: 2 STORY STONE AutoCAD SHX Text: WITH BASEMENT AutoCAD SHX Text: BF=58.62 AutoCAD SHX Text: DRIP LINE AutoCAD SHX Text: GRASS AutoCAD SHX Text: 24" WALNUT AutoCAD SHX Text: 11" TREE AutoCAD SHX Text: 6" DOGWOOD AutoCAD SHX Text: 20" WALNUT AutoCAD SHX Text: 17" CEDAR AutoCAD SHX Text: 17" CEDAR AutoCAD SHX Text: TWIN 8"HOLLY AutoCAD SHX Text: 14" CEDAR AutoCAD SHX Text: 14" CEDAR AutoCAD SHX Text: 14"CEDAR AutoCAD SHX Text: 12" WALNUT AutoCAD SHX Text: 42" OAK AutoCAD SHX Text: 24" OAK AutoCAD SHX Text: EX. 2 STORY STONE BARN FF=76.29 AutoCAD SHX Text: STONE PLANTER WALL AutoCAD SHX Text: 11" TREE AutoCAD SHX Text: W-MH AutoCAD SHX Text: W-MH AutoCAD SHX Text: FLAGSTONE AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: 60.70 AutoCAD SHX Text: 67.66 AutoCAD SHX Text: 57.1 AutoCAD SHX Text: 6" PVC PERFORATED AutoCAD SHX Text: PD AutoCAD SHX Text: BIORETENTION-B 12'X32'X4' AutoCAD SHX Text: 12" RCP AutoCAD SHX Text: 12" RCP AutoCAD SHX Text: 58'-12" RCP CL III AutoCAD SHX Text: BIORETENTION-A 45'X15'X4' AutoCAD SHX Text: W AutoCAD SHX Text: G:75.38 AutoCAD SHX Text: MISC AutoCAD SHX Text: TOP:67.80 AutoCAD SHX Text: E AutoCAD SHX Text: TOP:76.96 AutoCAD SHX Text: SD AutoCAD SHX Text: TOP:70.87 AutoCAD SHX Text: SD AutoCAD SHX Text: TOP:71.06 AutoCAD SHX Text: GR:65.71 AutoCAD SHX Text: GR:65.07 AutoCAD SHX Text: SS AutoCAD SHX Text: TOP:67.97 AutoCAD SHX Text: SS AutoCAD SHX Text: TOP:70.99 AutoCAD SHX Text: W AutoCAD SHX Text: TOP:71.99 AutoCAD SHX Text: G:66.53 AutoCAD SHX Text: TOP:66.19 AutoCAD SHX Text: WM-VLT AutoCAD SHX Text: G:66.16 AutoCAD SHX Text: W AutoCAD SHX Text: TOP:67.94 AutoCAD SHX Text: G:65.73 AutoCAD SHX Text: V-RAD ST AutoCAD SHX Text: FUTURE COMFORT STATION BY OTHERS AutoCAD SHX Text: 88.35 AutoCAD SHX Text: 88.16 AutoCAD SHX Text: 65 AutoCAD SHX Text: 62 AutoCAD SHX Text: 67 AutoCAD SHX Text: 68 AutoCAD SHX Text: 57 AutoCAD SHX Text: 58 AutoCAD SHX Text: 59 AutoCAD SHX Text: 62 AutoCAD SHX Text: 75 AutoCAD SHX Text: 74 AutoCAD SHX Text: 73 AutoCAD SHX Text: 76 AutoCAD SHX Text: 78 AutoCAD SHX Text: 78 AutoCAD SHX Text: 79 AutoCAD SHX Text: 80 AutoCAD SHX Text: 80 AutoCAD SHX Text: 75 AutoCAD SHX Text: 81 AutoCAD SHX Text: 82 AutoCAD SHX Text: 76 AutoCAD SHX Text: 77 AutoCAD SHX Text: 78 AutoCAD SHX Text: 79 AutoCAD SHX Text: 74 AutoCAD SHX Text: 73 AutoCAD SHX Text: 72 AutoCAD SHX Text: 71 AutoCAD SHX Text: 81 AutoCAD SHX Text: 82 AutoCAD SHX Text: 83 AutoCAD SHX Text: 80.90 AutoCAD SHX Text: 84.22 AutoCAD SHX Text: 87.24 AutoCAD SHX Text: 73.12 AutoCAD SHX Text: 71.51 AutoCAD SHX Text: 64.87 AutoCAD SHX Text: 61.64 AutoCAD SHX Text: 80.32 AutoCAD SHX Text: 75.08 BC AutoCAD SHX Text: 77.78 BC AutoCAD SHX Text: 72.98 BC AutoCAD SHX Text: 77.97 BC AutoCAD SHX Text: 70.55 AutoCAD SHX Text: 74.62 BC AutoCAD SHX Text: 84.17 BC AutoCAD SHX Text: 86.88 BC AutoCAD SHX Text: 73.51 BC AutoCAD SHX Text: 64.99 AutoCAD SHX Text: 62.59 AutoCAD SHX Text: 58.58 AutoCAD SHX Text: 77.78 BC AutoCAD SHX Text: 77.78 BC AutoCAD SHX Text: 84.96 FLOW AutoCAD SHX Text: 81.55 AutoCAD SHX Text: ~C SHAFT 58.68 AutoCAD SHX Text: TOP OF SHAFT 59.52 AutoCAD SHX Text: 69 AutoCAD SHX Text: 67 AutoCAD SHX Text: 65 AutoCAD SHX Text: 68 AutoCAD SHX Text: 64 AutoCAD SHX Text: 66 AutoCAD SHX Text: 68 AutoCAD SHX Text: 67 AutoCAD SHX Text: 66 AutoCAD SHX Text: 69 AutoCAD SHX Text: 70 AutoCAD SHX Text: 58 AutoCAD SHX Text: 65 AutoCAD SHX Text: 64 AutoCAD SHX Text: 63 AutoCAD SHX Text: 59 AutoCAD SHX Text: 60 AutoCAD SHX Text: 61 AutoCAD SHX Text: 62 AutoCAD SHX Text: 57 AutoCAD SHX Text: 66 AutoCAD SHX Text: 67 AutoCAD SHX Text: 71 AutoCAD SHX Text: 72 AutoCAD SHX Text: 70 AutoCAD SHX Text: 75 AutoCAD SHX Text: 74 AutoCAD SHX Text: 73 AutoCAD SHX Text: 70 AutoCAD SHX Text: 69 AutoCAD SHX Text: 70 AutoCAD SHX Text: 72 AutoCAD SHX Text: 73 AutoCAD SHX Text: 74 AutoCAD SHX Text: 80 AutoCAD SHX Text: 84 AutoCAD SHX Text: 79 AutoCAD SHX Text: 78 AutoCAD SHX Text: 75 AutoCAD SHX Text: 76 AutoCAD SHX Text: 77 AutoCAD SHX Text: 77 AutoCAD SHX Text: 77 AutoCAD SHX Text: 63 AutoCAD SHX Text: INSTALL FIRE PROTECTION & SECURITY AT PEIRCE BARN AutoCAD SHX Text: ROCK CREEK PARK (ROCR) AutoCAD SHX Text: NATIONAL PARK SERVICE - INTERIOR REGION 1 - NATIONAL CAPITAL AREA AutoCAD SHX Text: DESIGN AND PROJECT MANAGEMENT AutoCAD SHX Text: UNITED STATES AutoCAD SHX Text: OF AutoCAD SHX Text: SHEET AutoCAD SHX Text: DWG. NO.

DOEE SE-SW Review - Nykia Barnes - 06-24-2020

06/24/20

AutoCAD SHX Text: SD AutoCAD SHX Text: SD AutoCAD SHX Text: SD AutoCAD SHX Text: E AutoCAD SHX Text: SD AutoCAD SHX Text: SD AutoCAD SHX Text: SD AutoCAD SHX Text: SD AutoCAD SHX Text: SD AutoCAD SHX Text: CL-DWY AutoCAD SHX Text: GV AutoCAD SHX Text: E AutoCAD SHX Text: S AutoCAD SHX Text: SD AutoCAD SHX Text: 12" SS AutoCAD SHX Text: 16" W AutoCAD SHX Text: 1½"W½"W"W AutoCAD SHX Text: 2"W AutoCAD SHX Text: 2"W AutoCAD SHX Text: 1½"W½"W"W AutoCAD SHX Text: 42" SAN AutoCAD SHX Text: 54" SAN AutoCAD SHX Text: 4"W AutoCAD SHX Text: 6"W AutoCAD SHX Text: 4"W AutoCAD SHX Text: EX. STONE RETAINING WALL AutoCAD SHX Text: EX. TAILRACE AutoCAD SHX Text: LARGE STONES (TYP) AutoCAD SHX Text: FF=66.57 AutoCAD SHX Text: EX. PEIRCE MILL AutoCAD SHX Text: 2 STORY STONE AutoCAD SHX Text: WITH BASEMENT AutoCAD SHX Text: BF=58.62 AutoCAD SHX Text: DRIP LINE AutoCAD SHX Text: 24" WALNUT AutoCAD SHX Text: 11" TREE AutoCAD SHX Text: 6" DOGWOOD AutoCAD SHX Text: 20" WALNUT AutoCAD SHX Text: TWIN 8"HOLLY AutoCAD SHX Text: 14" CEDAR AutoCAD SHX Text: 14" CEDAR AutoCAD SHX Text: 14"CEDAR AutoCAD SHX Text: 12" WALNUT AutoCAD SHX Text: 24" OAK AutoCAD SHX Text: 18" OAK AutoCAD SHX Text: 12" MAPLE AutoCAD SHX Text: EX. 2 STORY STONE BARN FF=76.29 AutoCAD SHX Text: STONE PLANTER WALL AutoCAD SHX Text: 11" TREE AutoCAD SHX Text: SD-MH AutoCAD SHX Text: ORIGINAL ROCK CREEK PARK BOUMDARY LINE AutoCAD SHX Text: US RESERVATION NO.339 ROCK CREEK PARK AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: 60.70 AutoCAD SHX Text: 67.66 AutoCAD SHX Text: 57.1 AutoCAD SHX Text: 6" PVC PERFORATED AutoCAD SHX Text: PD AutoCAD SHX Text: BIORETENTION-B 12'X32'X4' AutoCAD SHX Text: 12" RCP AutoCAD SHX Text: 12" RCP AutoCAD SHX Text: BIORETENTION-A 45'X15'X4' AutoCAD SHX Text: W AutoCAD SHX Text: G:75.38 AutoCAD SHX Text: MISC AutoCAD SHX Text: TOP:67.80 AutoCAD SHX Text: E AutoCAD SHX Text: TOP:76.96 AutoCAD SHX Text: SD AutoCAD SHX Text: TOP:70.87 AutoCAD SHX Text: SD AutoCAD SHX Text: TOP:71.06 AutoCAD SHX Text: GR:65.71 AutoCAD SHX Text: GR:65.07 AutoCAD SHX Text: SS AutoCAD SHX Text: TOP:67.97 AutoCAD SHX Text: SS AutoCAD SHX Text: TOP:70.99 AutoCAD SHX Text: W AutoCAD SHX Text: TOP:71.99 AutoCAD SHX Text: G:66.53 AutoCAD SHX Text: TOP:66.19 AutoCAD SHX Text: WM-VLT AutoCAD SHX Text: G:66.16 AutoCAD SHX Text: W AutoCAD SHX Text: TOP:67.94 AutoCAD SHX Text: G:65.73 AutoCAD SHX Text: V-RAD ST AutoCAD SHX Text: FUTURE COMFORT STATION BY OTHERS AutoCAD SHX Text: 67 AutoCAD SHX Text: 68 AutoCAD SHX Text: 62 AutoCAD SHX Text: 78 AutoCAD SHX Text: 78 AutoCAD SHX Text: 80 AutoCAD SHX Text: 75 AutoCAD SHX Text: 81 AutoCAD SHX Text: 82 AutoCAD SHX Text: 76 AutoCAD SHX Text: 77 AutoCAD SHX Text: 78 AutoCAD SHX Text: 79 AutoCAD SHX Text: 74 AutoCAD SHX Text: 73 AutoCAD SHX Text: 72 AutoCAD SHX Text: 71 AutoCAD SHX Text: 80.90 AutoCAD SHX Text: 84.22 AutoCAD SHX Text: 73.12 AutoCAD SHX Text: 71.51 AutoCAD SHX Text: 64.87 AutoCAD SHX Text: 80.32 AutoCAD SHX Text: 75.08 BC AutoCAD SHX Text: 77.78 BC AutoCAD SHX Text: 72.98 BC AutoCAD SHX Text: 77.97 BC AutoCAD SHX Text: 74.62 BC AutoCAD SHX Text: 84.17 BC AutoCAD SHX Text: 86.88 BC AutoCAD SHX Text: 73.51 BC AutoCAD SHX Text: 66.72 AutoCAD SHX Text: 64.99 AutoCAD SHX Text: 62.59 AutoCAD SHX Text: 77.78 BC AutoCAD SHX Text: 81.55 AutoCAD SHX Text: ~C SHAFT 58.68 AutoCAD SHX Text: TOP OF SHAFT 59.52 AutoCAD SHX Text: 69 AutoCAD SHX Text: 67 AutoCAD SHX Text: 65 AutoCAD SHX Text: 68 AutoCAD SHX Text: 64 AutoCAD SHX Text: 66 AutoCAD SHX Text: 68 AutoCAD SHX Text: 67 AutoCAD SHX Text: 69 AutoCAD SHX Text: 70 AutoCAD SHX Text: 66 AutoCAD SHX Text: 69 AutoCAD SHX Text: 70 AutoCAD SHX Text: 63 AutoCAD SHX Text: 57 AutoCAD SHX Text: 71 AutoCAD SHX Text: 72 AutoCAD SHX Text: 70 AutoCAD SHX Text: 75 AutoCAD SHX Text: 74 AutoCAD SHX Text: 73 AutoCAD SHX Text: 70 AutoCAD SHX Text: 69 AutoCAD SHX Text: 70 AutoCAD SHX Text: 72 AutoCAD SHX Text: 73 AutoCAD SHX Text: 74 AutoCAD SHX Text: 75 AutoCAD SHX Text: 76 AutoCAD SHX Text: 80 AutoCAD SHX Text: 89 AutoCAD SHX Text: 87 AutoCAD SHX Text: 86 AutoCAD SHX Text: 85 AutoCAD SHX Text: 84 AutoCAD SHX Text: 83 AutoCAD SHX Text: 82 AutoCAD SHX Text: 81 AutoCAD SHX Text: 79 AutoCAD SHX Text: 78 AutoCAD SHX Text: 75 AutoCAD SHX Text: 76 AutoCAD SHX Text: 77 AutoCAD SHX Text: 77 AutoCAD SHX Text: 77 AutoCAD SHX Text: 63 AutoCAD SHX Text: INSTALL FIRE PROTECTION & SECURITY AT PEIRCE BARN AutoCAD SHX Text: ROCK CREEK PARK (ROCR) AutoCAD SHX Text: NATIONAL PARK SERVICE - INTERIOR REGION 1 - NATIONAL CAPITAL AREA AutoCAD SHX Text: DESIGN AND PROJECT MANAGEMENT AutoCAD SHX Text: UNITED STATES AutoCAD SHX Text: OF AutoCAD SHX Text: SHEET AutoCAD SHX Text: DWG. NO.

DOEE SE-SW Review - Nykia Barnes - 06-24-2020

06/24/20

AutoCAD SHX Text: SD AutoCAD SHX Text: SD AutoCAD SHX Text: SD AutoCAD SHX Text: SD AutoCAD SHX Text: SD AutoCAD SHX Text: CL-DWY AutoCAD SHX Text: WV AutoCAD SHX Text: WF AutoCAD SHX Text: S AutoCAD SHX Text: WV AutoCAD SHX Text: SD AutoCAD SHX Text: 12" SS AutoCAD SHX Text: 1½"W½"W"W AutoCAD SHX Text: 1½"W½"W"W AutoCAD SHX Text: 42" SAN AutoCAD SHX Text: 54" SAN AutoCAD SHX Text: 4"W AutoCAD SHX Text: 6"W AutoCAD SHX Text: 4"W AutoCAD SHX Text: EX. TAILRACE AutoCAD SHX Text: 2.5' OVERHANG AutoCAD SHX Text: 1.5' OVERHANG AutoCAD SHX Text: 1.5' OVERHANG AutoCAD SHX Text: FF=66.57 AutoCAD SHX Text: EX. PEIRCE MILL AutoCAD SHX Text: 2 STORY STONE AutoCAD SHX Text: WITH BASEMENT AutoCAD SHX Text: BF=58.62 AutoCAD SHX Text: 2.3' OVERHANG AutoCAD SHX Text: FF=66.71 AutoCAD SHX Text: 24" WALNUT AutoCAD SHX Text: 11" TREE AutoCAD SHX Text: 6" DOGWOOD AutoCAD SHX Text: TWIN 8"HOLLY AutoCAD SHX Text: 14" CEDAR AutoCAD SHX Text: 14" CEDAR AutoCAD SHX Text: 14"CEDAR AutoCAD SHX Text: 12" WALNUT AutoCAD SHX Text: EX. 2 STORY STONE BARN FF=76.29 AutoCAD SHX Text: 11" TREE AutoCAD SHX Text: TILDEN STREET N.W. 33' RIGHT OF WAY AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: 60.70 AutoCAD SHX Text: 67.66 AutoCAD SHX Text: 57.1 AutoCAD SHX Text: PD AutoCAD SHX Text: BIORETENTION-B 12'X32'X4' AutoCAD SHX Text: BIORETENTION-A 45'X15'X4' AutoCAD SHX Text: MISC AutoCAD SHX Text: TOP:67.80 AutoCAD SHX Text: SD AutoCAD SHX Text: TOP:70.87 AutoCAD SHX Text: SD AutoCAD SHX Text: TOP:71.06 AutoCAD SHX Text: GR:65.71 AutoCAD SHX Text: GR:65.07 AutoCAD SHX Text: SS AutoCAD SHX Text: TOP:67.97 AutoCAD SHX Text: SS AutoCAD SHX Text: TOP:70.99 AutoCAD SHX Text: G:66.53 AutoCAD SHX Text: G:66.16 AutoCAD SHX Text: G:65.73 AutoCAD SHX Text: V-RAD ST AutoCAD SHX Text: FUTURE COMFORT STATION BY OTHERS AutoCAD SHX Text: 67 AutoCAD SHX Text: 68 AutoCAD SHX Text: 74 AutoCAD SHX Text: 73 AutoCAD SHX Text: 72 AutoCAD SHX Text: 71 AutoCAD SHX Text: 73.12 AutoCAD SHX Text: 71.51 AutoCAD SHX Text: 64.87 AutoCAD SHX Text: 72.98 BC AutoCAD SHX Text: 74.62 BC AutoCAD SHX Text: 73.51 BC AutoCAD SHX Text: 66.72 AutoCAD SHX Text: ~C SHAFT 58.68 AutoCAD SHX Text: TOP OF SHAFT 59.52 AutoCAD SHX Text: 69 AutoCAD SHX Text: 67 AutoCAD SHX Text: 68 AutoCAD SHX Text: 66 AutoCAD SHX Text: 68 AutoCAD SHX Text: 67 AutoCAD SHX Text: 66 AutoCAD SHX Text: 69 AutoCAD SHX Text: 70 AutoCAD SHX Text: 57 AutoCAD SHX Text: 71 AutoCAD SHX Text: 72 AutoCAD SHX Text: 70 AutoCAD SHX Text: 75 AutoCAD SHX Text: 74 AutoCAD SHX Text: 73 AutoCAD SHX Text: 70 AutoCAD SHX Text: 69 AutoCAD SHX Text: 70 AutoCAD SHX Text: 72 AutoCAD SHX Text: 73 AutoCAD SHX Text: 74 AutoCAD SHX Text: 77 AutoCAD SHX Text: 63 AutoCAD SHX Text: 10+00 EXISTING PEIRCE BARN AutoCAD SHX Text: 10+49.67 EX. 42" SAN X-ING AutoCAD SHX Text: 10+70.64 EX. 54" SAN X-ING AutoCAD SHX Text: 10+96.98 EX. VALVE PIT AutoCAD SHX Text: 10+10.69 PROP. 45° HORZ. BEND AutoCAD SHX Text: 10+49.05 PROP. 22.5° HORZ. BEND AutoCAD SHX Text: 10+93.85 PROP. 90° HORZ. BEND AutoCAD SHX Text: 4"W AutoCAD SHX Text: FF.=76.29 AutoCAD SHX Text: 2" CONDUIT(2) AutoCAD SHX Text: 34" RGS CONDUIT AutoCAD SHX Text: INSTALL FIRE PROTECTION & SECURITY AT PEIRCE BARN AutoCAD SHX Text: ROCK CREEK PARK (ROCR) AutoCAD SHX Text: NATIONAL PARK SERVICE - INTERIOR REGION 1 - NATIONAL CAPITAL AREA AutoCAD SHX Text: DESIGN AND PROJECT MANAGEMENT AutoCAD SHX Text: UNITED STATES AutoCAD SHX Text: OF AutoCAD SHX Text: SHEET AutoCAD SHX Text: DWG. NO.

AutoCAD SHX Text: H:

AutoCAD SHX Text: PROVIDE NEW 4" DUCTILE IRON FIRE MAIN AutoCAD SHX Text: NEW 4" 45° HORIZONTAL BEND AutoCAD SHX Text: NEW 4" 22.5° HORIZONTAL BEND AutoCAD SHX Text: NEW 4" 90° HORIZONTAL BEND AutoCAD SHX Text: PROVIDE NEW 2" SCHEDULE 80 PVC CONDUIT AutoCAD SHX Text: PROVIDE NEW 4"X4" WOOD POST FOR AutoCAD SHX Text: MOUNTING OF EXTERIOR FIRE ALARM AutoCAD SHX Text: NOTIFICATION APPLIANCE. SEE DETAIL 5/C-501 AutoCAD SHX Text: CORE DRILL SUMP TO 14" WIDTH BY 3" AutoCAD SHX Text: DEPTH SEE DETAIL 1/E-104.

AutoCAD SHX Text: CONTRACTOR STAGING AREA AutoCAD SHX Text: KEY NOTES AutoCAD SHX Text: SITE UTILITY PLAN AutoCAD SHX Text: 5 AutoCAD SHX Text: 1. PROVIDE CONCRETE THRUST BLOCKS AT PROVIDE CONCRETE THRUST BLOCKS AT ALL HORIZONTAL BENDS. SEE DETAIL 4/C-501 2. SEE DETAIL 6/C-501 FOR UTILITY SEE DETAIL 6/C-501 FOR UTILITY VAULT PIPE PENETRATION DETAIL AutoCAD SHX Text: SHEET NOTES AutoCAD SHX Text: TRENCH DETAIL (TYP) SCALE: NTS AutoCAD SHX Text: DETECTABLE MARKING TAPE AutoCAD SHX Text: BACKFILL (BF) AutoCAD SHX Text: WIDEN TRENCH AS NEEDED ABOVE PIPE AutoCAD SHX Text: 6" MIN BEDDING (BD) WHEN REQUIRED (SEE SPECS.)

AutoCAD SHX Text: 4" DUCTILE IRON FIRE SERVICE AutoCAD SHX Text: 2" SCHEDULE 80 PVC CONDUIT AutoCAD SHX Text: 34" RIGID GALVANIZED STEEL CONDUIT AutoCAD SHX Text: PROVIDE NEW 3/4" RGS CONDUIT

DOEE SE-SW Review - Nykia Barnes - 06-24-2020

06/24/20

AutoCAD SHX Text: CL/DWY AutoCAD SHX Text: SD AutoCAD SHX Text: SD AutoCAD SHX Text: SD AutoCAD SHX Text: E AutoCAD SHX Text: SD AutoCAD SHX Text: SD AutoCAD SHX Text: SD AutoCAD SHX Text: SD AutoCAD SHX Text: SD AutoCAD SHX Text: SD AutoCAD SHX Text: CL-DWY AutoCAD SHX Text: GV AutoCAD SHX Text: E AutoCAD SHX Text: WV AutoCAD SHX Text: WF AutoCAD SHX Text: S AutoCAD SHX Text: WV AutoCAD SHX Text: SD AutoCAD SHX Text: EOI AutoCAD SHX Text: WV AutoCAD SHX Text: 12" SS AutoCAD SHX Text: 12" SS AutoCAD SHX Text: 10" SS AutoCAD SHX Text: WV AutoCAD SHX Text: 1½"W½"W"W AutoCAD SHX Text: 8"W AutoCAD SHX Text: 2"W AutoCAD SHX Text: 2"W AutoCAD SHX Text: 1½"W½"W"W AutoCAD SHX Text: W AutoCAD SHX Text: G:75.38 AutoCAD SHX Text: TOP:66.19 AutoCAD SHX Text: W AutoCAD SHX Text: G:75.99 AutoCAD SHX Text: W AutoCAD SHX Text: G:76.10 AutoCAD SHX Text: W AutoCAD SHX Text: G:76.41 AutoCAD SHX Text: W AutoCAD SHX Text: G:65.76 AutoCAD SHX Text: W AutoCAD SHX Text: G:65.78 AutoCAD SHX Text: 42" SAN AutoCAD SHX Text: 54" SAN AutoCAD SHX Text: 4"W AutoCAD SHX Text: 6"W AutoCAD SHX Text: 4"W AutoCAD SHX Text: EX. STONE RETAINING WALL AutoCAD SHX Text: EX. TAILRACE AutoCAD SHX Text: 2.5' OVERHANG AutoCAD SHX Text: LARGE STONES (TYP) AutoCAD SHX Text: 1.5' OVERHANG AutoCAD SHX Text: 1.5' OVERHANG AutoCAD SHX Text: EMH AutoCAD SHX Text: FF=66.57 AutoCAD SHX Text: EX. PEIRCE MILL AutoCAD SHX Text: 2 STORY STONE AutoCAD SHX Text: WITH BASEMENT AutoCAD SHX Text: BF=58.62 AutoCAD SHX Text: TILDEN STREET N.W.

AutoCAD SHX Text: SHOEMAKER STREET N.W.

AutoCAD SHX Text: 2.3' OVERHANG AutoCAD SHX Text: FF=66.71 AutoCAD SHX Text: DRIP LINE AutoCAD SHX Text: 24" WALNUT AutoCAD SHX Text: 11" TREE AutoCAD SHX Text: 6" DOGWOOD AutoCAD SHX Text: 20" WALNUT AutoCAD SHX Text: 17" CEDAR AutoCAD SHX Text: 17" CEDAR AutoCAD SHX Text: TWIN 8"HOLLY AutoCAD SHX Text: 14" CEDAR AutoCAD SHX Text: 14" CEDAR AutoCAD SHX Text: 14"CEDAR AutoCAD SHX Text: 12" WALNUT AutoCAD SHX Text: EX. 2 STORY STONE BARN FF=76.29 AutoCAD SHX Text: STONE PLANTER WALL AutoCAD SHX Text: 11" TREE AutoCAD SHX Text: CHIMNEY AutoCAD SHX Text: W-MH AutoCAD SHX Text: W-MH AutoCAD SHX Text: SS-MH AutoCAD SHX Text: SD-MH AutoCAD SHX Text: FLAGSTONE AutoCAD SHX Text: EX. CONC TOP STEP AutoCAD SHX Text: TILDEN STREET N.W. 33' RIGHT OF WAY AutoCAD SHX Text: ORIGINAL ROCK CREEK PARK BOUMDARY LINE AutoCAD SHX Text: TAX LOT 803 SQUARE 2231 LLOYD T. GALLOWAY AutoCAD SHX Text: US RESERVATION NO.339 ROCK CREEK PARK AutoCAD SHX Text: TILDEN STREET N.W. RIGHT OF WAY AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: ¥ AutoCAD SHX Text: 60.70 AutoCAD SHX Text: 67.66 AutoCAD SHX Text: 57.1 AutoCAD SHX Text: 6" PVC PERFORATED AutoCAD SHX Text: PD AutoCAD SHX Text: BIORETENTION-B 12'X32'X4' AutoCAD SHX Text: 12" RCP AutoCAD SHX Text: 12" RCP AutoCAD SHX Text: 58'-12" RCP CL III AutoCAD SHX Text: BIORETENTION-A 45'X15'X4' AutoCAD SHX Text: W AutoCAD SHX Text: G:75.38 AutoCAD SHX Text: MISC AutoCAD SHX Text: TOP:67.80 AutoCAD SHX Text: E AutoCAD SHX Text: TOP:76.96 AutoCAD SHX Text: SD AutoCAD SHX Text: TOP:70.87 AutoCAD SHX Text: SD AutoCAD SHX Text: TOP:71.06 AutoCAD SHX Text: GR:65.71 AutoCAD SHX Text: GR:65.07 AutoCAD SHX Text: SS AutoCAD SHX Text: TOP:67.97 AutoCAD SHX Text: SS AutoCAD SHX Text: TOP:70.99 AutoCAD SHX Text: W AutoCAD SHX Text: TOP:71.99 AutoCAD SHX Text: G:66.53 AutoCAD SHX Text: TOP:66.19 AutoCAD SHX Text: WM-VLT AutoCAD SHX Text: G:66.16 AutoCAD SHX Text: W AutoCAD SHX Text: TOP:67.94 AutoCAD SHX Text: G:65.73 AutoCAD SHX Text: V-RAD ST AutoCAD SHX Text: FUTURE COMFORT STATION BY OTHERS AutoCAD SHX Text: 88.35 AutoCAD SHX Text: 88.16 AutoCAD SHX Text: 67 AutoCAD SHX Text: 68 AutoCAD SHX Text: 75 AutoCAD SHX Text: 74 AutoCAD SHX Text: 73 AutoCAD SHX Text: 76 AutoCAD SHX Text: 78 AutoCAD SHX Text: 78 AutoCAD SHX Text: 79 AutoCAD SHX Text: 80 AutoCAD SHX Text: 80 AutoCAD SHX Text: 75 AutoCAD SHX Text: 81 AutoCAD SHX Text: 82 AutoCAD SHX Text: 76 AutoCAD SHX Text: 77 AutoCAD SHX Text: 78 AutoCAD SHX Text: 79 AutoCAD SHX Text: 74 AutoCAD SHX Text: 73 AutoCAD SHX Text: 72 AutoCAD SHX Text: 71 AutoCAD SHX Text: 81 AutoCAD SHX Text: 82 AutoCAD SHX Text: 83 AutoCAD SHX Text: 80.90 AutoCAD SHX Text: 84.22 AutoCAD SHX Text: 87.24 AutoCAD SHX Text: 73.12 AutoCAD SHX Text: 71.51 AutoCAD SHX Text: 64.87 AutoCAD SHX Text: 80.32 AutoCAD SHX Text: 75.08 BC AutoCAD SHX Text: 77.78 BC AutoCAD SHX Text: 72.98 BC AutoCAD SHX Text: 77.97 BC AutoCAD SHX Text: 70.55 AutoCAD SHX Text: 74.62 BC AutoCAD SHX Text: 84.17 BC AutoCAD SHX Text: 86.88 BC AutoCAD SHX Text: 73.51 BC AutoCAD SHX Text: 77.78 BC AutoCAD SHX Text: 77.78 BC AutoCAD SHX Text: 84.96 FLOW AutoCAD SHX Text: 81.55 AutoCAD SHX Text: ~C SHAFT 58.68 AutoCAD SHX Text: TOP OF SHAFT 59.52 AutoCAD SHX Text: 69 AutoCAD SHX Text: 67 AutoCAD SHX Text: 68 AutoCAD SHX Text: 66 AutoCAD SHX Text: 68 AutoCAD SHX Text: 67 AutoCAD SHX Text: 66 AutoCAD SHX Text: 69 AutoCAD SHX Text: 70 AutoCAD SHX Text: 58 AutoCAD SHX Text: 65 AutoCAD SHX Text: 64 AutoCAD SHX Text: 63 AutoCAD SHX Text: 57 AutoCAD SHX Text: 66 AutoCAD SHX Text: 67 AutoCAD SHX Text: 71 AutoCAD SHX Text: 72 AutoCAD SHX Text: 70 AutoCAD SHX Text: 75 AutoCAD SHX Text: 74 AutoCAD SHX Text: 73 AutoCAD SHX Text: 70 AutoCAD SHX Text: 69 AutoCAD SHX Text: 70 AutoCAD SHX Text: 72 AutoCAD SHX Text: 73 AutoCAD SHX Text: 74 AutoCAD SHX Text: 80 AutoCAD SHX Text: 84 AutoCAD SHX Text: 79 AutoCAD SHX Text: 78 AutoCAD SHX Text: 75 AutoCAD SHX Text: 76 AutoCAD SHX Text: 77 AutoCAD SHX Text: 77 AutoCAD SHX Text: 77 AutoCAD SHX Text: 63 AutoCAD SHX Text: INSTALL FIRE PROTECTION & SECURITY AT PEIRCE BARN AutoCAD SHX Text: ROCK CREEK PARK (ROCR) AutoCAD SHX Text: NATIONAL PARK SERVICE - INTERIOR REGION 1 - NATIONAL CAPITAL AREA AutoCAD SHX Text: DESIGN AND PROJECT MANAGEMENT AutoCAD SHX Text: UNITED STATES AutoCAD SHX Text: OF AutoCAD SHX Text: SHEET AutoCAD SHX Text: DWG. NO.

SILT FENCE-1

PERSPECTIVE VIEW

CROSS SECTION

TOP VIEW

CONSTRUCTION SPECIFICATIONS

JOINING TWO ADJACENT

SILT FENCE SECTIONS

VALUEPROPERTY TEST METHOD

AT GRADE INLET PROTECTION

STORM DRAIN INLET PROTECTION

CONSTRUCTION SPECIFICATIONS

PLAN/CUT AWAY VIEW CROSS SECTION

BCIV2000114

DOEE FP Review - Victor Ukpolo - 06-24-2020 DOEE SE-SW Review - Nykia Barnes - 06-24-2020

06/24/20

AutoCAD SHX Text: REFERENCE AutoCAD SHX Text: DISTRICT OF COLUMBIA AutoCAD SHX Text: DEPARTMENT OF ENERGY & ENVIRONMENT AutoCAD SHX Text: DWG. NO 301.1 AutoCAD SHX Text: STANDARD SYMBOL AutoCAD SHX Text: SOURCE: 2011 MARYLAND STANDARDS & SPECIFICATIONS AutoCAD SHX Text: SECTION A AutoCAD SHX Text: SECTION B AutoCAD SHX Text: 5 FT. MAXIMUM CENTER TO AutoCAD SHX Text: CENTER AutoCAD SHX Text: FLOW AutoCAD SHX Text: FLOW AutoCAD SHX Text: FILTER AutoCAD SHX Text: CLOTH AutoCAD SHX Text: FLOW AutoCAD SHX Text: 1. FENCE POSTS MUST BE A MINIMUM OF 36 IN. LONG DRIVEN 16 IN. MINIMUM INTO THE GROUND. WOOD POSTS MUST BE OF SOUND QUALITY HARDWOOD WITH 1-1/2 FENCE POSTS MUST BE A MINIMUM OF 36 IN. LONG DRIVEN 16 IN. MINIMUM INTO THE GROUND. WOOD POSTS MUST BE OF SOUND QUALITY HARDWOOD WITH 1-1/2 IN. MINIMUM WIDTH WHEN SQUARE CUT, OR 1-3/4 IN. MINIMUM DIAMETER WHEN ROUND. STEEL POSTS MUST BE STANDARD T OR U SECTION WEIGHING NOT LESS THAN 1.00 POUND PER LINEAR FOOT. 2. FASTEN GEOTEXTILE SECURELY TO EACH FENCE POST WITH WIRE TIES OR STAPLES AT TOP AND MID-SECTION. GEOTEXTILE MUST MEET THE FOLLOWING FASTEN GEOTEXTILE SECURELY TO EACH FENCE POST WITH WIRE TIES OR STAPLES AT TOP AND MID-SECTION. GEOTEXTILE MUST MEET THE FOLLOWING REQUIREMENTS (GEOTEXTILE CLASS F):

AutoCAD SHX Text: SF AutoCAD SHX Text: 36 IN. MINIMUM LENGTH FENCE POST, DRIVEN A MINIMUM OF 16 IN. INTO GROUND AutoCAD SHX Text: 8 IN. MINIMUM DEPTH IN GROUND AutoCAD SHX Text: 16 IN. MINIMUM HEIGHT OF GEOTEXTILE CLASS F AutoCAD SHX Text: 36 IN. MINIMUM FENCE POST LENGTH AutoCAD SHX Text: POSTS AutoCAD SHX Text: STAPLE AutoCAD SHX Text: STAPLE AutoCAD SHX Text: 3. WHERE ENDS OF GEOTEXTILE FABRIC COME TOGETHER, OVERLAP, FOLD, AND STAPLE THEM TO PREVENT SEDIMENT BYPASS. 4. INSPECT SILT FENCE AFTER EACH RAINFALL EVENT, AT LEAST DAILY DURING SUSTAINED RAINFALL EVENTS, AND MAINTAIN WHEN BULGES OCCUR OR WHEN SEDIMENT ACCUMULATION REACHES 30% OF THE FABRIC HEIGHT.

AutoCAD SHX Text: TENSILE STRENGTH AutoCAD SHX Text: TENSILE MODULUS AutoCAD SHX Text: FLOW RATE AutoCAD SHX Text: FILTERING EFFICIENCY AutoCAD SHX Text: 50 LBS/IN (MIN.)

AutoCAD SHX Text: 20 LBS/IN (MIN.)

AutoCAD SHX Text: 0.3 GAL/FT AutoCAD SHX Text: 2 AutoCAD SHX Text: /MINUTE (MAX.)

AutoCAD SHX Text: 75%%% (MIN.)

AutoCAD SHX Text: ASTM D-5141…

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File details come from the government source that posted it. Updated Apr 27, 2022.