8 1 0 8 2 1

0 H 2 0

Maryland Transportation Authority C Y R 0 A A M M 0

INDEX OF SHEETS

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DWG. 0 SHEET 5 DESCRIPTION 2

NO. NO. - STANDARDS AND SPECIFICATIONS . . O THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MARYLAND STATE O

1 G-1 GENERAL - TITLE SHEET 7 HIGHWAY ADMINISTRATION'S "STANDARDS FOR HIGHWAY AND INCIDENTAL CONSTRUCTION", N 2 G-2 GENERAL - GENERAL NOTES, ABBREVIATIONS & LEGEND N

THE MARYLAND DEPARTMENT OF TRANSPORTATION STATE HIGHWAY ADMINISTRATION'S 3 C-1 CIVIL - SITE PLAN "STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS, JULY 2008" AND ALL 0 M 4 C-2 CIVIL - TEMPORARY HOLDING TANK REVISIONS THEREOF, THE LATEST MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) M 0 AND AS SPECIFIED IN THE CONTRACT DOCUMENTS. U 5 C-3 CIVIL - ROOF DRAIN AND FLOOR DRAIN PROFILES U D 6 C-4 CIVIL - ROOF DRAIN AND FLOOR DRAIN PROFILES D

COMPLETENESS OF DOCUMENTS 3 N 7 C-5 CIVIL - OIL/WATER SEPARATOR DETAILS N

THE MARYLAND TRANSPORTATION AUTHORITY SHALL ONLY BE RESPONSIBLE FOR THE COMPLETENESS - E 8 C-6 CIVIL - MANHOLE DETAILS E OF DOCUMENTS OBTAINED DIRECTLY FROM THE MARYLAND TRANSPORTATION AUTHORITY'S CASHIER'S

C-7 CIVIL - SUGGESTED GRADING PLAN D 9 OFFICE. FAILURE TO ATTACH ADDENDA MAY CAUSE THE BID TO BE IRREGULAR. D 10 S-1 STRUCTURAL - GENERAL NOTES T D D 11 S-2 STRUCTURAL - HOLDING TANK DEMOLITION RIGHT OF WAY A A F 12 S-3 STRUCTURAL - HOLDING TANK RIGHT OF WAY AND EASEMENT LINES SHOWN ON THESE PLANS ARE FOR ASSISTANCE IN S-4 STRUCTURAL - DETAILS FORT McHENRY TUNNEL 13 INTERPRETING THE PLANS. THEY ARE NOT OFFICIAL. FOR OFFICIAL FEE RIGHT OF WAY AND 14 S-5 STRUCTURAL - STAIR DETAILS EASEMENT INFORMATION, SEE APPROPRIATE RIGHT OF WAY PLATS. 15 M-1 MECHANICAL - HOLDING TANK PUMPS UTILITIES 15A M-2 RESTROOM REHABILITATION - FLOOR PLANS 5 15B M-3 RESTROOM REHABILITATION - BASEMENT LEVEL THE LOCATION OF UTILITIES SHOWN ON THE PLANS ARE FOR INFORMATION AND GUIDANCE ONLY. NO GUARANTEE IS MADE OF THE ACCURACY OF SAID LOCATIONS. NOTIFICATION TO "MISS 16 A-1 ARCHITECTURAL - VENT BUILDING FIRST FLOOR PLAN UTILITY", 1.800.257.7777, SHALL BE GIVEN 72 HOURS (THREE FULL WORKING DAYS) IN ADVANCE OF A-2 ARCHITECTURAL - ROOF DRAIN DETAILS 17 WORKING IN THE AREA OF THE SPECIFIC AFFECTED UTILITY. THE NOTIFICATION TO "MISS UTILITY" 18 A-3 ARCHITECTURAL - ROOF DRAIN DETAILS HOLDING TANK REHABILITATION IS REQUIRED WHENEVER ANY EXCAVATING OR SIMILAR WORK IS TO BE PERFORMED. 19 E-1 ELECTRICAL - PUMP CONTROL PANEL NOTIFICATION TO BILL PROSS, THE MDTA UTILITIES COORDINATOR (410.537.7829), SHALL BE GIVEN 20 E-2 ELECTRICAL - VENT BUILDING FIRST FLOOR PLAN 72 HOURS (THREE FULL WORKING DAYS) IN ADVANCE OF WORKING IN THE AREA OF MDTA UTILITIES. 21 L-1 LANDSCAPING - PLAN 22 MT-1 MAINTENANCE OF TRAFFIC - PHASE 1 AT THE FORT McHENRY TUNNEL ENVIRONMENTAL INFORMATION 23 MT-2 MAINTENANCE OF TRAFFIC - PHASE 2 MDE # 18-SF-0003 24 ES-1 EROSION AND SEDIMENT CONTROL - PLAN 25 ES-2 EROSION AND SEDIMENT CONTROL - NOTES 26 ES-3 EROSION AND SEDIMENT CONTROL - NOTES 27 ES-4 EROSION AND SEDIMENT CONTROL - NOTES WEST VENTILATION BUILDING REFERENCE DRAWINGS REFERENCE DRAWINGS DO NOT REPRESENT WORK TO FOLLOWING INITIAL SOIL DISTURBANCE OR REDISTURBANCE, PERMANENT OR TEMPORARY BE PERFORMED UNDER THIS CONTRACT. THESE ARE STABILIZATION SHALL BE COMPLETED WITHIN THREE (3) CALENDAR DAYS AS TO THE SURFACE PROVIDED ONLY FOR THE CONVENIENCE, ASSISTANCE OF ALL PERIMETER CONTROLS, DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES AND INFORMATION OF PROSPECTIVE BIDDERS. MDTA STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) AND SEVEN (7) DAYS AS TO ALL OTHER REF.DWG. DWG. CONTRACT DESCRIPTION ASSUMES NO RESPONSIBILITY FOR THE ACCURACY DISTURBED OR GRADED AREAS ON THE PROJECT SITE NOT UNDER ACTIVE GRADING. NO. NO. OF THESE DRAWINGS. BALTIMORE CITY THE GRADING LIMITS SHOWN ON THE PLAN SHALL NOT BE EXCEEDED. ANY CHANGES IN THE RD-1 2548R C-24 STORM DRAIN PROFILES SEDIMENT CONTROL PLAN, STORMWATER MANAGEMENT FACILITY OR OTHER SEGMENT OF WORK MUST BE REVIEWED AND APPROVED BY MDTA ENVIRONMENTAL DIVISION AND MDE. RD-2 2548R C-32 COMPOSIT UTILITY PLAN RD-3 2548R C-36 WATER MAIN PROFILES AND DETAILS RD-4 2548R C-41 ELECTRIC DUCT PROFILES AND DETAILS ADA COMPLIANCE RD-5 2548R C-46 COMMUNICATION DUCT PROFILES AND DETAILS THE DESIGN OF THIS PROJECT HAS INCORPORATED FACILITIES IN COMPLIANCE WITH THE STATE RD-6 2548R C-49 SANITARY SEWER PLAN AND FEDERAL LEGISLATION RD-7 2548R C-50 SANITARY SEWER PROFILES AND DETAILS RD-8 2548R SV-23 VENTILATION BUILDING SUBSTRUCTURE OWNERS / DEVELOPERS CERTIFICATION : RD-9 2548R M-7 VENTILATION BUILDING SUBSTRUCTURE I / WE HEREBY CERTIFY THAT ALL CLEARING, GRADING, CONSTRUCTION AND/OR DEVELOPMENT WILL RD-10 2548R M-8 VENTILATION BUILDING SUBSTRUCTURE BE DONE PURSUANT TO THIS PLAN AND THAT ANY RESPONSIBLE PERSONNEL INVOLVED IN THE RD-11 2548R M-9 VENTILATION BUILDING SUBSTRUCTURE CONSTRUCTION PROJECT WILL HAVE A CERTIFICATE OF ATTENDANCE AT A MARYLAND RD-12 2548R M-12 VENTILATION BUILDING SUBSTRUCTURE CONTRACT NO.: FT-3007-0000 DEPARTMENT OF THE ENVIRONMENT APPROVED TRAINING PROGRAM FOR THE CONTROL OF RD-13 2548R M-13 VENTILATION BUILDING SUBSTRUCTURE EROSION AND SEDIMENT BEFORE BEGINNING THE PROJECT. I / WE HEREBY AUTHORIZE THE RIGHT OF ENTRY FOR PERIODIC ON-SITE EVALUATION BY APPROPRIATE INSPECTION AND ENFORCEMENT RD-14 2548R M-14 VENTILATION BUILDING SUBSTRUCTURE 2 AUTHORITY OR THE STATE OF MARYLAND, DEPARTMENT OF THE ENVIRONMENT. I / WE HEREBY CERTIFY RD-15 2548R M-18 HOLDING TANK THAT STORMWATER MANAGEMENT FACILITIES WILL BE MAINTAINED IN ACCORDANCE WITH APPROVED 2 RD-16 2548R E-21 VENTILATION BUILDING SUBSTRUCTURE PLANS. ST RD-17 2548R B-1 BORING PLAN AND PROFILE N T C 01/ 05/ 2018 S RD-18 2548R B-2 BORING LOGS B-101, B-102, B-103, AND B-104 O DATE: OWNER / DEVELOPER SIGNATURE: S

RD-19 2548R B-3 BORING LOGS B-105, B-106, B-107, AND B-108 D D H R RD-20 2548R B-4 BORING LOGS B-109, B-110, B-111, AND B-112 L A O RD-21 2548R B-5 BORING LOGS B-113, B-114, B-115, AND B-116 H N C RD-22 2562 AW-5 WEST BUILDING BASEMENT PLAN I Y T Peter Mattejat, P.E. T S R E 49362 Environmental Manager RD-23 2562 AW-6 WEST BUILDING FIRST FLOOR PLAN S R CLINTON ST RESPONSIBLE PERSONNEL CERTIFICATION NO. PRINTED NAME AND TITLE: WEST BUILDING ROOF PLAN RD-24 2562 AW-7 MARINE RD-25 2562 AW-11 WEST BUILDING CONSTRUCTION DETAILS FO RD-26 2562 AW-12 WEST BULDING WALL SECTIONS R T D E TERMINAL R EROSION AND SEDIMENT CONTROL REGULATIONS WILL RD-27 2562 AW-13 WEST BULDING WALL SECTIONS R BE STRICTLY ENFORCED DURING CONSTRUCTION. RD-28 2562 AW-14 WEST BUILDING PARTIAL PLAN BLOW-UPS D Y E N RD-29 2562 SW-1 WEST BUILDING FIRST FLOOR PLAN S A L

RD-30 2562 SW-2 WEST BUILDING DUCT AND FAN ROOM PLAN A FIRE RD-31 2562 SW-3 WEST BUILDING DUCT REINFORCEMENT SECTIONS A N H VE IM USNR BOAT 1 RD-32 2562 SW-4 WEST BUILDING DUCT AND FAN ROOM REINF. SECTIONS AND DETAILS ITZ RD-33 2562 SW-6 WEST BUILDING ROOF FRAMING PLAN DR RD-34 2562 SW-7 WEST BUILDING ROOF SUBFRAMING PLAN K RD-35 2562 SW-8 WEST BUILDING COLUMN SCHEDULE AND DETAILS R RD-36 2562 SW-10 WEST BUILDING EARTH BERM AND RETAINING WALLS FORT McHENRY TUNNEL RD-37 2562 MW-1 WEST BUILDING FLOOR PLANS O WEST VENTILATION

RD-38 2562 MW-3 WEST BUILDING SECTIONS Y BUILDING

RD-39 2562 EW-2 WEST BUILDING FIRST FLOOR POWER PLAN RD-40 2562 EW-7 WEST BUILDING DETAIL SHEET W RD-41 2562 EW-11 WEST BUILDING DETAIL SHEET E RD-42 2562 EW-12 WEST BUILDING PANEL SCHEDULES LAZARETTO N

2 LIGHTHOUSE FORT O

OF MAR (REPLICA) Y T McHENRY E PHEN L T TE A S T A R N F T T I M D O N S B Rummel, Klepper & Kahl,LLP E

L R

P R

E T B R L R 700 EAST PRATT STREET BALTIMORE, MD 21202 E E O NN R E U F E 8 T G 2 N SUITE 500 PH: (410) 728-2900 E 9 M . 9 I cH S NO. 2 ENRY S G SOUTH I EN Engineers Construction Managers Planners Scientists ONAL www.rkk.com LOCUST POINT

I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND, LICENSE NO. ______,29928 EXPIRATION DATE:______.1/11/2020 HORIZONTAL DATUM NAD 83 / 91

VERTICAL DATUM NAVD 88 LOCATION MAP

SCALE : 1" = 4000' SHEET 1 OF 27 WORKSHOP ROOM WORKSHOP ROOM

LOFT

MEN WOMEN

LOFT ABOVE EXISTING RESTROOMS SCALE: 1/2" = 1'-0"

EXISTING RESTROOMS SCALE: 1/2" = 1'-0"

TYPICAL HOT WATER HEATER INSTALLATION DETAIL PLUMBING RISER DIAGRAM KEY PLAN NOT TO SCALE NOT TO SCALE NOT TO SCALE HOLDING TANK REHABILITATION AT THE FORT McHENRY TUNNEL W WEST VENTILATION BUILDING BASEMENT LEVEL - EXISTING SANITARY DRAINAGE PIPING - PHOTO NO. 1 BASEMENT LEVEL - EXISTING SANITARY DRAINAGE PIPING - PHOTO NO. 2 NOT TO SCALE NOT TO SCALE

EXISTING SANITARY DRAINAGE DIAGRAM NOT TO SCALE

BASEMENT LEVEL - EXISTING SANITARY DRAINAGE PIPING - PHOTO NO. 3 NOT TO SCALE

HOLDING TANK REHABILITATION AT THE FORT McHENRY TUNNEL W WEST VENTILATION BUILDING