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Initiate Bid Process and Set Public Hearing for the Bunker Hill Foundation Repair ProjectCity of Dubuque City Council Copyrighted February 17, 2025 ITEMS SET FOR PUBLIC HEARING # 4. ITEM TITLE: Initiate Bid Process and Set Public Hearing for the Bunker Hill Foundation Repair Project SUMMARY: City Manager recommending City Council preliminarily approve the construction plans and specifications; with a project estimate cost of $319,880; and establish March 03, 2025, as the date of the public hearing and hereby authorize the Parks and Recreation Director to advertise bids for the Bunker Hill Foundation Repair Project through adoption of the attached resolution. RESOLUTION Bunker Hill Foundation Repair Project Preliminary Approval Of Plans, Specifications, Form Of Contract, And Estimated Cost; Setting Date Of Public Hearing On Plans, Specifications, Form Of Contract, And Estimated Cost SUGGUESTED Receive and File; Adopt Resolution(s), Set Public Hearing for DISPOSITION: March 3, 2025 ATTACHMENTS: 1. MVM Memo 2. Staff Memo 3. Resolution 4. Public Hearing Notice 5. Specifications Page 358 of 797 Dubuque THE CITY OF uFA�a9a av DuBE 13 Masterpiece on the Mississippi zoo�•*o rP PP 2017202019 TO: The Honorable Mayor and City Council Members FROM: Michael C. Van Milligen, City Manager SUBJECT: Initiate Bid Process and Set Public Hearing for the Bunker Hill Foundation Repair Project DATE: February 11, 2025 Parks and Recreation Director Marie Ware is recommending City Council preliminarily approve the construction plans and specifications; with a project estimate cost of $319,880-1 and establish March 03, 2025, as the date of the public hearing and hereby authorize the Parks and Recreation Director to advertise bids for the Bunker Hill Foundation Repair Project through adoption of the attached resolution. I concur with the recommendation and respectfully request Mayor and City Council approval. v Mic ael C. Van Milligen MCVM:sv Attachment cc: Crenna Brumwell, City Attorney Cori Burbach, Assistant City Manager Marie Ware, Parks and Recreation Director Steve Fehsal, Parks Division Manager Jared Charland, Project and Facilities Manager Dan Kroger, Recreation Division Manager Jenny Larson, Chief Financial Officer Derek Paulson, Assistant Fire Marshal Mike Belmont, Assistant Housing Director Page 359 of 797 THE CITY OF DUB E Masterpiece on the Mississippi TO: Michael C. Van Milligen, City Manager FROM: Marie L. Ware, Parks and Recreation Director Dubuque All -America City II 2007.2012.2013 2017*2019 SUBJECT: Initiate Bid Process and Set Public Hearing for the Bunker Hill Foundation Repair Project DATE: February 11, 2025 INTRODUCTION The purpose of this memorandum is to request approval to initiate the bid process and set the public hearing for the Bunker Hill Foundation Repair Project. BACKGROUND In July 2023, City of Dubuque Housing Inspector II George Jackson was contacted by Project and Facilities Manager Jared Charland with concerns about the conditions in the basement at the City's Bunker Hill Building. An inspection was performed by Assistant Director of Housing and Community Development Michael Belmont and uncovered a myriad of urgent issues including multiple leaks with one dripping on a live electrical distribution panel, chipping and peeling paint, an abundance of mold growth, and evidence of rodents. Subsequent inspections were conducted by Lead & Healthy Homes Inspector Kelly Davis utilizing x-ray fluorescence (XRF) and lead swabbing which uncovered lead paint chips and dust in multiple rooms in the basement and offices of Leisure Services administration staff. Park Department staff stopped the noted water leaks, while Mic's Construction LLC was contracted to remove the lead paint and mold from the basement. The scope of work under that contract was completed in March 2024. On January 29t" 2024, Mike Jansen from Strand Associates, Inc. conducted a preliminary inspection of the entire Bunker Hill Pro Shop and Administration building. During the preliminary inspection, he noted the known heaving on the west wall of the foundation causing a door frame to bow in (under the front entry door) as well as foundation crumbling on a cinder block foundation wall opposite of the foundation issue under the front door (in the room with the breaker panel and previous water leaks). Page 360 of 797 Further analysis and prioritization of work were completed over subsequent inspections and visits with City staff. In January 2025, a task order under the City's Master Services Agreement with Strand Associates, Inc. was signed to create construction and bid documents to replace the failing foundation on the west side of the building under the front entrance door. DISCUSSION The project consists of a partial lower -level concrete masonry unit foundation wall removal and replacement with a cast -in -place concrete footing and foundation wall, lower -level window and door infilling, lower -level window and door replacement, foundation excavation for waterproofing and drainage, backfill, site concrete sidewalk and asphalt pavement, roof access stair removal, and construction of a stairwell enclosure. Assistant Fire Marshal Derek Paulson and Assistant Housing Director Mike Belmont reviewed the planned construction scope and concluded none of the proposed changes violate fire or building code. PROJECT SCHEDULE The schedule for the project is as follows: Initiate Public Bidding Process & Set Public Hearing February 17, 2025 Publish Notice to Bidders February 18, 2025 Public Hearing March 03, 2025 Receipt of Bid Proposals March 07, 2024 Award Construction Contract March 17, 2025 Project Completion Date June 23, 2025 BUDGETIMPACT In FY25, there is currently $320,000 in CIP funding (Project #3043000073) for construction. The project cost estimate provided by Strand Associates, Inc. is $319,880. N *ole]►TA I LY,14►117_111Is] ►1 I respectfully request Mayor and City Council preliminary approval of the construction plans and specifications; and establish March 03, 2025, as the date of the public hearing and hereby authorize the Parks and Recreation Director to advertise bids for the Bunker Hill Foundation Repair Project through adoption of the attached resolution. Page 361 of 797 MLW:jmc cc: Steve Fehsal, Parks Division Manager Jared Charland, Project and Facilities Manager Dan Kroger, Recreation Division Manager Jenny Larson, Chief Financial Officer Derek Paulson, Assistant Fire Marshal Mike Belmont, Assistant Housing Director Page 362 of 797 Prepared by Jared Charland Project & Facilities Manager 2200 Bunker Hill Road Dubuque IA 52001 (563) 589-4263 Return to Adrienne N. Breitfelder, City Clerk, 50 W. 13'h St., Dubuque, IA 52001, (563) 589-4100 RESOLUTION NO. 58-25 BUNKER HILL FOUNDATION REPAIR PROJECT PRELIMINARY APPROVAL OF PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATED COST; SETTING DATE OF PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATED COST Whereas, Bunker Hill Golf Course is a popular community amenity and the building serves as the administration offices for the Parks and Recreation Department, and the pro shop and snack bar; and Whereas, the building foundation is a vital component to structural integrity; and Whereas, properly maintained assets are critical to providing maximum value to the community. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF DUBUQUE, IOWA: The proposed plans, specifications, form of contract and estimated cost for the Bunker Hill Foundation Repair Project, in the estimated cost amount of $319,880 are hereby preliminarily approved and ordered filed in the office of the City Clerk for public inspection. A public hearing will be held on the V day of March 2025, at 6:30 p.m. in the Historic Federal Building Council Chambers (second floor), 350 West 6th Street, Dubuque, Iowa, at which time interested persons may appear and be heard for or against the proposed plans and specifications, form of contract and estimated cost of said Project, and the City Clerk be and is hereby directed to cause the attached notice of the time and place of such hearing to be published in a newspaper having general circulation in the City of Dubuque, Iowa, which notice shall be published not less than four days nor more than twenty days prior to the date of such hearing. At the hearing, any interested person may appear and file objections to the proposed plans, specifications, form of contract, or estimated cost of the Project. Passed, approved and adopted this 17th day of February 2025. i . 1� 'T'Ta'g• Attest: Adrienne N. Breitfelder, City Clerk CITY OF DUBUQUE, IOWA OFFICIAL NOTICE PUBLIC NOTICE is hereby given that the Dubuque City Council will conduct a public hearing on the proposed plans, specifications, form of contract and estimated cost for the Bunker Hill Foundation Repair Project, in accordance with the provisions of Chapter 26, Code of Iowa, on the 3rd day of March, 2025, at 6:30 p.m., in the Historic Federal Building, 350 W. 6th Street, 2nd floor, Dubuque, Iowa. Said proposed plans, specifications, form of contract and estimated cost are now on file in the office of the City Clerk. The scope of the Project is as follows: The project consists of a partial lower -level concrete masonry unit foundation wall removal and replacement with a cast -in -place concrete footing and foundation wall, lower -level window and door infilling, lower -level window and door replacement, foundation excavation for waterproofing and drainage, backfill, site concrete sidewalk and asphalt pavement, roof access stair removal, and construction of a stairwell enclosure. At the meeting, the City Council will receive oral and written comments from any resident or property owner of said City to the above action. The official City Council agenda will be posted the Friday before the meeting and will contain public input options. The agenda can be accessed at https://dubugueia.portal.civicclerk.com/ or by contacting the City Clerk's Office at 563-589-4100, ctyclerk@cityofdubuque.org. Written comments on the public hearing may be submitted to the City Clerk's Office by email at ctyclerk@cityofdubuque.org or by mail to City Hall, 50 W. 13th St., Dubuque, IA 52001, before the scheduled hearing. The City Council will review all written comments at the time of the hearing. Documents related to the public hearing are on file in the City Clerk's Office and may be viewed Monday through Friday between 8:00 a.m. and 5:00 p.m. Individuals requiring special assistance should contact the City Clerk's Office as soon as feasible. Deaf or hard -of -hearing individuals can use Relay Iowa by dialing 711 or (800) 735-2942. Published by order of the City Council given on the 17th day of February 2025. Adrienne N. Breitfelder, CIVIC, City Clerk Page 365 of 797 BUNKER HILL FOUNDATION REPAIR PROJECT AREA MAP N NO SCALE 910 West Wingra Drive Madison, WI 53715 608-251-4843 608-251-8655 fax www.strand.com FOR THE CITY of DUBUQUE DUBUQUE COUNTY, IOWA WE, IOWA o Ito m \ Ae D m Su c .-f l 3 nC7 FU�aCe Rd O a Y35 r J Frith Spur 1- C P ���os+ CAO'ar q _ -� • `% County Road gurrdj Ln — 32 DerhY Grange Rd-- _ 'Dubuque Arboretum Bolanicst Csrtln - r M M bury lam['"`_ �. Arbil' AwPL w 1 Qll, �)� I � 1 v► m -;_ Kane 5� r Dof Asbury Rd A aid aL Kaufmann Pig E 3i n70 n n I p� - Hillcrest Rd rn - i -;3: 46rest Rd Kaiser Ln "i61 Edmore Rutledge \ �� i Q fi Boleyn Rd -o ti QoS� t 5 —� m2 Mississippi Sand Hook I 1 'jelt Si W I ePo/7 - y A 1 1p Eng p Pain; 4L Pa \ Eagle Point YPnne Dr - �, �. lora tab St cQ a, - Park 0' y S ( = t 1 .. , IPennsvlvania Ave s ��elle Rd r - -- f pad C e T� Rd Center Grove � U h L 2200 BUNKER HILL RD. DUBUQUE, IA 52001 — 7.1 _ Bennett St 4 !� ;i�iale-fit Rd Gvate- ST ce �� 1 00 10 no D,- Q) i Af wAZ P" i V,IIIe / m ti. 61 151 1 St twlellst Di `. W LO_cust !St 16�r Dr =1 t3�n buque Q r a Ate sk Dodge St 8 S� PROJECT LOCATION MAP N NO SCALE r - t; 0 m Y F � C" East Dubuque 5th St `43 5 N - CR-3 3 w D a- 3i N en m a m n� n LIST OF DRAWINGS SHEET NO. DRAWING NO. DRAWING TITLE GENERAL 1 GOA TITLE SHEET, LOCATION MAP, AND LIST OF DRAWINGS 2 G0.2 STANDARD NOTES AND SYMBOLS - 1 3 G0.3 STANDARD NOTES AND SYMBOLS - 2 4 GOA ABBREVIATIONS 5 G0.5 EROSION CONTROL NOTES AND DETAILS DEMOLITION 6 D1.1 SITE AND BASEMENT DEMOLITION PLAN CIVILIARCHITECTU RALISTRU CTU RALIELECTRICAL 7 CASE1.1 SITE, BASEMENT, AND UTILITY PLAN 8 CASE1.2 SITE GRADING PLAN 9 CASE1.3 SITE EROSION CONTROL AND RESTORATION PLAN 10 CASE4.1 ENLARGED PLANS 11 CASE4.2 ENLARGED SECTIONS 12 CASE5.1 DETAILS 13 CASE6.1 SCHEDULES I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IOWA FOR STRAND ASSOCIATES, INC. EVAN J. CONSTANT, P.E. DATE 26825 12/31 /2026 LICENSE # RENEWAL DATE PAGES OR SHEETS COVERED BY THIS CERTIFICATION: ALL SHEETS. STRAND ASSOCIATES° PROJECT NO. 3043000073 ngs Wg 2025 — 10.21 am FOR COUNCIL APPROVAL, 02/17/25 SHEET 1 G0.1 Page 366 of 797 CITY OF DUBUQUE MARIE WARE - LEISURE SERVICES DIRECTOR mware@cityofdubuque.org (P) 563-589-4264 CITY OF DUBUQUE JARED CHARLAN - PROJECT & FACILITIES MANAGER jcharlan@cityofdubuque.org (P) 563-690-6135 PROJECT CONTACTS BENCHMARK TABLE BM NO. DESCRIPTION ELEV. NORTHING EASTING BM-1 SET PK NAIL 871.01 3,661,434.87 5,675,800.41 IOWAW�� 14D (ME cou 1-800-292-8989 MILP www.iowaonecall.com know what's below. Cell before you dig IOWA ONE CALL CONTACT DRAFTING SYMBOLS DETAIL NOTATION A DETAIL LETTER ASM5.01 DRAWING THAT DETAIL IS SHOWN ON SECTION NOTATION 1 SECTION NUMBER ASM3.01 DRAWING THAT SECTION IS SHOWN ON SECTION NUMBER S ECTI 0 N 1 SCALE ASM3.01 DRAWING THAT SECTION IS SHOWN ON ELEVATION NOTATION de A ELEVATION LETTER ASIVI2.01 - DRAWING THAT ELEVATION IS SHOWN ON EQUIPMENT IDENTIFICATION T e TYPE OF EQUIPMENT Group EQUIPMENT GROUP NAME gggg ROOM IDENTIFICATION 101A DOOR IDENTIFICATION 999 WINDOW IDENTIFICATION O KEY/SPECIFIC NOTE CALL -OUT PARTITION TYPE REFERENCE A CENTER LINE OF BEAM -COLUMN FRAME SYSTEM POINTS OF VIEW BEING CONSIDERED M11 MATCH LINE 3 REVISION +EL 1000.00 FINISH ELEVATION �EL 1000.00 SPOT ELEVATION EXISTING OBJECTS ARE SCREENED EXISTING OBJECTS TO BE ABANDONED x EXISTING OBJECTS TO BE DEMOLISHED - - - - HIDDEN OBJECT FUTURE OBJECT OBJECT SUPPLIED BY OWNER ARCHITECTURAL SYMBOLS i�i�i�i�i�i� EARTH SAND, PLASTER, STUCCO CONCRETE BRICK CONCRETE BLOCK ACOUSTIC BLOCK ASHLAR STONE VENEER METAL METAL LATH ® WOOD -FINISH ® WOOD -FRAMING PLYWOOD ACOUSTICAL TILE GYPSUM BOARD BATT INSULATION vxxxxxxxx RIGID INSULATION GRATING 66 CHECKERED PLATE - HANDRAIL TOPOGRAPHICAL SYMBOLS AREA OF THE SITE CORPORATE LIMITS • PROPERTY LINE AND/OR RIGHT OF WAY RIGHT OF WAY MARKER CONSTRUCTION EASEMENT ON SEWER AND WATER PLANS PERMANENT EASEMENT ON SEWER AND WATER PLANS - - SECTION LINE - CENTER LINE 4 BENCH MARK Z2 SOIL BORING ■ PROPERTY STAKE 61 PRIVATE WELL EXISTING UTILITY POLE NEW UTILITY POLE BURIED TELEPHONE CABLE PEDESTAL __4F SIGN LIGHT POLE 0 DECIDUOUS TREE CONIFEROUS TREE • DECIDUOUS SHRUBS • CONIFEROUS SHRUBS INTERMITTENT STREAM STREAM OR RIVER WETLAND AREA RAILROAD - LARGE SCALE BRIDGE EXISTING CULVERT SILT FENCE X FENCE GUARD RAIL CURB, GUTTER AND INLET REJECT CURB 960�� CONTOUR LINES EXISTING DEPRESSION TOP OF CUT OR BERM UNDERGROUND UTILITY SYMBOLS 2W NEW WATER MAIN AND VALVE MANHOLE 6'] W WATER MAIN AND VALVE IN ROAD BOX EXISTING WATER MAIN AND FIRE HYDRANT 6q� NEW WATER MAIN AND �N FIRE HYDRANT WITH AUXILIARY VALVE -SAN — EXISTING SANITARY SEWER AND MANHOLE SAN NEW SANITARY SEWER AND MANHOLE �T EXISTING STORM SEWER AND MANHOLE (I -INLET) -CST NEW STORM SEWER I AND MANHOLE (I -INLET) c FM FORCE MAIN ---FM VALVE MANHOLE ON FORCE MAIN SAN WYE BRANCH SAN R RISER SAN MR MODIFIED RISER TO TELEPHONE OR TV CABLE AND MANHOLE 2., ci GAS MAIN E UNDERGROUND ELECTRIC CABLE EXISTING WATER MAIN, W— SEWER MANHOLE, AND —S—U F FORCE MAIN IN PROFILE NEW WATER MAIN, SEWER, V_ MANHOLE AND FORCE MAIN —S o F IN PROFILE 0 CULVERT IN PROFILE 165° 0 TI PIPING SYMBOLS r, C__4. /O FD RD0 HD@ +0 NEW GRADE LINE SLOPE INTERCEPT ORIGINAL GROUND IN PROFILE ROCK IN PROFILE SURVEY OR REFERENCE LINE POINT OF INTERSECTION POINT ON REFERENCE LINE BUILDING IN PROFILE DIRECTION OF TRAFFIC NOTATION FOR COMBUSTIBLE FLUIDS FLANGE JOINT GROOVED JOINT MECHANICAL JOINT PUSH - ON JOINT RUBBER EXPANSION JOINT SOLVENT WELD OR THREADED JOINT PIPE COUPLING WITH TENSION TIES SMALL DIAMETER PIPE WALL PIPE WALL SLEEVE FABRICATED WALL SLEEVE SHUT OFF VALVE FLOOR STAND IN PLAN STOP PLATE - EMBEDDED SLIDE GATE - EMBEDDED SLIDE GATE - SURFACE MOUNTED SLUICE GATE PRESSURE/VACUUM RELIEF LIQUID RING COMPRESSOR ORIFICE PLATE MANOMETER FLOOR DRAIN ROOF DRAIN HUB DRAIN HOSE BIBB WATER HAMMER ARRESTER WATER SUPPLY/DRAINAGE FIXTURE UNITS THERMOMETER TRAP PRIMER YARD HYDRANT z O 74 W V W 7 O a � a a W O W 19 o� Zp m Z ~ c O G LL. 0 Z O W ~7 cy J V m W Z) m JOB NO. 1154.129 PROJECT MGR. EVAN J. CONSTANT STRAND ASSOCIATES° SHEET 2 GO.2 e! 79S wg m Page 367 of 797 ELECTRICAL SYMBOLS LIGHTING I -A 2 FIXTURE SYMBOL (TYPICAL) A -INDICATES FIXTURE TYPE 2-INDICATES CIRCUIT NUMBER b-INDICATES SWITCHING SOLID CIRCLE INDICATES ALWAYS ON SURFACE OR PENDANT MOUNTED WALL MOUNTED I--o-� 1X4 SURFACE OR PENDANT MOUNTED LINEAR ^ 1X8 SURFACE OR PENDANT MOUNTED LINEAR WALL MOUNTED LINEAR ® 1X4 RECESSED LINEAR 2X2 RECESSED LINEAR 0 2X4 RECESSED LINEAR O RECESSED CAN 9 EXIT, SURFACE, PENDANT OR RECESSED F9 EXIT, WALL ytff EMERGENCY LIGHTING SWITCHES $# SINGLE POLE #: (BLANK) = SINGLE POLE 2 = TWO-WAY 3 = THREE-WAY 4 = FOUR-WAY K = KEYED D = DIMMER M = MANUAL MOTOR SWITCH (3 PHASE) P = SWITCH WITH PILOT LIGHT WP = WEATHERPROOF LC LIGHTING CONTROL STATION PC PHOTOCELL EQUIPMENT AND WIRING DISCONNECT, F=FUSED, Ep B=CIRCUIT BREAKER, BLANK=NON-FUSED i CIRCUIT BREAKER ® COMBINATION STARTER JUNCTION BOX O LINE VOLTAGE THERMOSTAT P-01-01 480V LOAD, REFER TO MCC/PANEL SCHEDULE FOR EQUIPMENT NUMBER SOLENOID VALVE INSTRUMENTATION SYMBOLS INTERNATIONAL SOCIETY OF AUTOMATION (ISA) DEFINITION TABLE POWER AND ONE -LINE DIAGRAM SYMBOLS CIRCUIT NUMBER (TYPICAL) —(OTHERRWISE SHOWN PANEL DESIGNATION (X) DUPLEX, 120 VOLT, WP INDICATES WEATHERPROOF DUPLEX, 120 VOLT, 3'-6" AFF DOUBLE DUPLEX, 120 VOLT, 3'-6" AFF ®� DOUBLE DUPLEX, 120 VOLT SINGLE CONVENIENCE, 120 VOLT EEWC FOR ELECTRIC WATER COOLER EXPLOSION -PROOF, 3'-6" AFF EXPLOSION -PROOF 0 FIXED EQUIPMENT CONNECTION ® POWER OUTLET, VOLTAGE & AMPERAGE AS INDICATED Q___0 AUTOMATIC TRANSFER SWITCH 0 CIRCUIT BREAKER PANELBOARD ® FUSE M METER n DRAW -OUT TYPE CIRCUIT BREAKER u X:YA CURRENT TRANSFORMER, XNA INDICATES RATIO O PROTECTIVE RELAY *• SEE LEGEND TRANSFORMER d DISCONNECT SWITCH 0 CIRCUIT BREAKER INTERLOCK * *: K = KIRK KEY E = ELECTRONIC FIRST LETTERS SUCCEEDING LETTERS LETTER,INITIATING PROCESS OR VARIABLE MODIFIER READOUT OR PASSIVE FUNCTION OUTPUT FUNCTION MODIFIER A ANALYSIS (+) ALARM B BURNER, COMBUSTION USER'S CHOICE (+) USER'S CHOICE (+) USER'S CHOICE (+) C USER'S CHOICE (+) CONTROL CLOSE D USER'S CHOICE (+) DIFFERENTIAL DEVIATION E VOLTAGE PRIMARY ELEMENT (SENSOR) F FLOW, FLOW RATE RATIO G USER'S CHOICE (+) GLASS, GAUGE GATE H HAND (MANUAL) HIGH I CURRENT INDICATE J POWER SCAN K TIME, SCHEDULE TIME RATE CONTROL STATION L LEVEL LIGHT (PILOT) LOW M USER'S CHOICE (+) MOMENTARY MIDDLE N USER'S CHOICE (+) USER'S CHOICE (+) USER'S CHOICE (+) USER'S CHOICE (+) 0 USER'S CHOICE (+) ORIFICE, RESTRICTION OPEN P PRESSURE, VACUUM POINT (TEST CONNECTION) Q QUANTITY + INTEGRATE INTEGRATE R RADIATION RECORD S SPEED, FREQUENCY SAFETY SWITCH T TEMPERATURE TRANSMIT U MULTIVARIABLE (+) MULTIFUNCTION (+) MULTIFUNCTION (+) MULTIFUNCTION (+) V VISCOSITY, VIBRATION VALVE, DAMPER W WEIGHT, FORCE WELL, PROBE X UNCLASSIFIED (+) X-AXIS UNCLASSIFIED (+) UNCLASSIFIED (+) UNCLASSIFIED (+) Y EVENT,STATE, PRESENCE + Y-AXIS RELAY, COMPUTE + Z POSITION, DIMENSION Z-AXIS DRIVE, ACTUATOR OR UNCLASSIFIED FINAL CONTROL ELEMENT (+) WHEN USED, EXPLANATION IS SHOWN ADJACENT TO INSTRUMENT SYMBOL. SEE ABBREVIATIONS AND LETTER SYMBOLS. FIRE ALARM AND DETECTION SYMBOLS FACP FIRE ALARM CONTROL PANEL FAAP FIRE ALARM ANNUNCIATOR PANEL FA ## STROBE; WALL MOUNT ■ STROBE CANDELA RATING 80" AFF FA HORN STROBE; WALL MOUNT H_`—STROBE CANDELA RATING 80" AFF SPEAKER STROBE; WALL MOUNT FA S— STROBE CANDELA RATING 80" AFF WH HORN; WALL MOUNT wS SPEAKER; WALL MOUNT , STROBE; CEILING MOUNT STROBE CANDELA RATING 00 HORN STROBE; CEILING MOUNT ##-*STROBE CANDELA RATING WS SPEAKER STROBE; CEILING MOUNT ##—STROBE CANDELA RATING ARA AREA OF RESCUE ASSISTANCE © EMERGENCY TELEPHONE SYSTEM OH HEAT DETECTOR; CEILING MOUNT ZO SMOKE DETECTOR; CEILING MOUNT ZO ELEVATOR RECALL SMOKE DETECTOR R NITROUS OXIDE SENSOR CO CARBON MONOXIDE SENSOR —SWITCH INDICATION s 0� DUCT SMOKE DETECTOR # _DUCT SIZE RTS REMOTE TEST SWITCH a ` SWITCH INDICATION FIRE ALARM PULL STATION sFs SPRINKLER FLOW SWITCH TM SPRINKLER VALVE TAMPER SWITCH FIRE ALARM BELL DEVICE TAG NAMING & DESCRIPTORS EQUIPMENT TAG NAMING: W-XY-Z W = TYPE OF EQUIPMENT XY = LOOP/STRUCTURE NUMBER Z = UNIT NUMBER CONTROL & INSTRUMENTATION TAG NAMING: TRC-XY-Z T = FIRST LETTER FROM ISA DEFINITION TABLE RC = SUCCEEDING LETTERS FROM ISA DEFINITION TABLE XY = LOOP/STRUCTURE NUMBER Z = UNIT NUMBER ADDITIONAL DESCRIPTORS: A = NUMBER OF UNITS DEPICTED (BLANK IF ONE) B = NUMBER OF SETS DEPICTED (BLANK IF ONE) D = SUPPLEMENTAL DESCRIPTION (REFER TO INSTRUMENT -SPECIFIC ELECTRICAL ABBREVIATIONS) INSTRUMENTS D GENERAL INSTRUMENT @(A)(B) (SEE DEVICE TAG NAMING & DESCRIPTORS ABOVE AND ABBREVIATIONS SHEET) TECHNOLOGY SYMBOLS * - DATA JACK; * = # OF JACKS 0*) POTS ANALOG PHONE JACK; * = # OF JACKS ACU k(*P *D) POTS ANALOG PHONE AND DATA JACKS; * = # OF JACKS ,&VOIP WALL MOUNT VOIP PHONE JACK ABOVE FURNITURE WALL MOUNT POTS ANALOG PHONE JACK ABOVE FURNITURE ® SCADA NETWORK JACK C ® 2-POST DATA RACK O COAX CABLE JACK Vj POWER POLE _0� PA H PA SYSTEM HORN; 10'-0" AFF wS PA SYSTEM SPEAKER DT A CEILING MOUNT SPEAKER A=SPEAKER TYPE T e KO KEY PAD Group GBD GLASS BREAK DETECTOR MS MOTION SENSOR FA PO PUSH BUTTON FC ES ELECTRIC STRIKE ML MAGNETIC LOCK OI INTERCOM STATION G OS OCCUPANCY SENSOR, CEILING, OR WALL D## ' SEE SPECIFICATION FOR SENSOR TYPE YE CARD READER VC REMOTE VOLUME CONTROL FIX FIXED SECURITY CAMERA PTZ PAN, TILT, ZOOM SECURITY CAMERA PA PANORAMIC SECURITY CAMERA LK H ALARM HORN; WALL MOUNT Elny-� u WARNING LIGHT; WALL MOUNT (((t))) OMNI -DIRECTIONAL ANTENNA Flw DIRECTIONAL (YAGI) ANTENNA SITE SYMBOLS E UNDERGROUND ELECTRIC OH OVERHEAD ELECTRIC C CABLE TELEVISION SERVICE T TELEPHONE SERVICE FO FIBER OPTIC CABLE m UTILITY POLE MECHANICAL/HVAC SYMBOLS 0 DAMPER AND ACTUATOR SYMBOLS M AUTOMATIC DAMPER BDD BACKDRAFT DAMPER MANUAL VOLUME DAMPER r� FD 1-1/2 HR. FIRE DAMPER M MOTOR (ELECTRIC) P PNEUMATIC S SOLENOID EQUIPMENT SYMBOLS ACCUMULATOR AIR FLOW DIRECTION BASE MOUNTED PUMP BLOWER CEILING DIFFUSER WITH FLEXIBLE DUCT CENTRIFUGAL PUMP CONNECT TO EXISTING DRIP TRAP DUCT BOOST COIL EQUIPMENT TAG FLAME ARRESTER FLAME CELL FLAME TRAP ASSEMBLY GRINDER INLINE PUMP POSITIVE DISPLACEMENT PUMP ROOF EXHAUST FAN UNIT HEATER VARIABLE AIR VOLUME (VAV) BOX WITH ELECTRIC REHEAT COIL VARIABLE AIR VOLUME (VAV) BOX WITH HEATING HOT WATER REHEAT COIL FLOATING MIXER SCREW CONVEYOR DUCTWORK SYMBOLS SUPPLY DUCT (UP OR SECTION) SUPPLY OR OUTSIDE AIR DUCT (DOWN/OR AWAY) EXHAUST DUCT (UP OR SECTION) EXHAUST OR RETURN DUCT (DOWN/OR AWAY) ROUND DUCTWORK UP ROUND DUCTWORK DOWN FLEXIBLE CANVAS CONNECTION TURNING VANES FIELD MOUNTED HVAC CONTROLS T THERMOSTAT 8 ROOM HUMIDISTAT P PRESSURE SENSOR SO ROOM SENSOR DUCT SMOKE DETECTOR PRESSURE GAUGE V) z W w V 7 19 a 12 a R W O W Z) — 19 Zp m Z H a O c LL. Z O w � ~ J V m 19 W Y m JOB NO. 1154.129 PROJECT MGR. EVAN J. CONSTANT STRAND ASSOCIATES° SHEET 3 GO.3 79S wg 2025 — 10.22am Page 368 of 797 GENERAL EQUIPMENT ABBREVIATIONS AC AIR COMPRESSOR ACU ACCUMULATOR ADT AUTOMATIC DRIP TRAP AFT AUTOMATIC FILTER AOV AIR OPERATED VALVE AM ANOXIC MIXER AST AUTOMATIC STRAINER BSLP BLENDED SLUDGE PUMP B BLOWER BC BRIDGE CRANE BFP BELT FILTER PRESS BFPFP BFP FEED PUMP BFV BUTTERFLY VALVE BLP BIOSOLIDS LOADING PUMP BLR BOILER BP BOOSTER PUMP BSLMP BLENDED SLUDGE MIXING PUMP BSLP BLENDED SLUDGE PUMP BSTM BIOSOLIDS STORAGE MIXER BTP BIOSOLIDS TRANSFER PUMP BWP BACKWASH PUMP CENT CENTRIFUGE CNTP CENTRATE PUMP CENTP CENTRIFUGE FEED PUMP CP CHEMICAL PUMP COMP COMPRESSOR CON CONVEYOR DBC DEWATERED BIOSOLIDS CONVEYOR DCP DECANT PUMP DEWP DISINFECTED EFFLUENT PUMP DP DRAINAGE PUMP DRLP DIGESTER RECIRCULATION PUMP DSLMP DIGESTER MIXING PUMP DSLTP DIGESTED SLUDGE TRANSFER PUMP DT DRIP TRAP DOW DOWNWARD OPENING WEIR GATE EFC EXCESS FLOW CLARIFIER EFP EXCESS FLOW PUMP EFSP EXCESS FLOW SOLIDS PUMP EP EFFLUENT PUMP FC FINAL CLARIFIER FCD FINAL CLARIFIER DRIVE FEP FINAL EFFLUENT PUMP FILT FILTER FM FLOW METER FO FERMENTER OVERFLOW FRS FERMENTED SLUDGE FT FLAME TRAP GBT GRAVITY BELT THICKENER GC GRIT CLASSIFIER GFM GAS FLOW METER GCS GAS COMPRESSOR SKID GP GRIT PUMP GRN GRINDER GT GRIT TRAP GUH GAS UNIT HEATER GW GRIT WASHER H HOIST HBT HYDROPNEUMATIC BOOSTER TANK HTX HEAT EXCHANGER IP INFLUENT PUMP MA MOTORIZED ACTUATOR MBV MOTORIZED BALL VALVE MFS MECHANICAL FINE SCREEN MIX MIXER MOV MOTOR OPERATED VALVE MP MIXING PUMP MPE MISCELLANEOUS PROCESS EQUIPMENT MST MANUAL STRAINER MT MICROTURBINE NRP NITRATE RECYCLE PUMP OCD OVERHEAD COILING DOOR OCE ODOR CONTROL EQUIPMENT ODE OXIDATION DITCH EQUIPMENT PC PROGRESSING CAVITY PUMP PCD PRIMARY CLARIFIER DRIVE PCFD PRIMARY CLARIFIER FLOCCULATOR DRIVE PF POLYMER FEEDER PFP POLYMER FEED PUMP PLWP PLANT WATER PUMP PRCP PHOSPHORUS REMOVAL CHEMICAL PUMP PRCT PHOSPHORUS REMOVAL CHEMICAL TANK PREP PRIMARY EFFLUENT PUMP PRFP PROCESS RETURN FLOW PUMP PRSP PRIMARY SLUDGE PUMP PTP POLYMER TRANSFER PUMP RAD REFRIGERATED AIR DRYER RASP RETURN ACTIVATED SLUDGE PUMP RDT ROTARY DRUM THICKENER RDTP ROTARY DRUM THICKENER FEED PUMP RM RAPID MIXER SA SAMPLER SBFP SODIUM BISULFITE FEED PUMP SBST SODIUM BISULFITE STORAGE TANK SCMP SCUM PUMP SCW SCREENINGS WASHER SEJ SEWAGE EJECTOR SG SLIDE GATE SHFP SODIUM HYPOCHLORITE FEED PUMP SHST SODIUM HYPOCHLORITE STORAGE TANK SLG SLUICE GATE SP SUMP PUMP SRT SILOXANE REMOVAL TANK SSC SCREENINGS SCREW CONVEYOR STCP STRUVITE CHEMICAL PUMP STG STOP GATE STR STRAINER SV SOLENOID VALVE SWP SCREENINGS WASHER/PRESS TV TELESCOPING VALVE T\A/AQD T\A/AQ DI IAAD FLUID ABBREVIATIONS A AIR BOX BIOXIDE BSL BLENDED SLUDGE BWW BAC KWAS H WAT E R CA COMPRESSED AIR CNT CENTRATE CDG COMPRESSED DIGESTER GAS CLS CHLORINE SOLUTION CNT CENTRATE CW COLD WATER CWR CHILLED WATER RETURN CWS CHILLED WATER SUPPLY D D RAI N DEW DISINFECTED EFFLUENT WATER DG DIGESTER GAS DIV DIVERSION DRL DIGESTER RECIRCULATION DS DIGESTER SUPERNATANT DSL DIGESTED SLUDGE DSL MD DIGESTER SLUDGE MIXER DISCHARGE DSL MS DIGESTER SLUDGE MIXER SUCTION DWB DEWATERED BIOSOLIDS EF EXCESS FLOW FC FERRIC CHLORIDE EFS EXCESS FLOW SOLIDS FE FINAL EFFLUENT F FORCE MAIN G NATURAL GAS G R GRIT GTS GRAVITY THICKENER SUPERNATANT HHGR HEATING HOT GLYCOL RETURN HHGS HEATING HOT GLYCOL SUPPLY HOCL HYPOCHLORITE HW HOT WATER HWR HOT WATER RETURN HWS HOT WATER SUPPLY ML MIXED LIQUOR MLW MILL WASTE MTW METRO WASTE NAOH SODIUM HYDROXIDE NPW NONPOTABLE WATER OF OVERFLOW OC ODOR CONTROL PD PLANT DRAIN PDP PERFORATED DRAIN PIPE PE PLANT EFFLUENT PEC POLYELECTROLYTE CHEMICAL PER PLANT EFFLUENT REUSE PI PLANT INFLUENT PRC PHOSPHORUS REMOVAL CHEMICAL PRE PRIMARY EFFLUENT PRF PROCESS RETURN FLOW PRI PRIMARY INFLUENT PRS PRIMARY SLUDGE PSS PLANT SANITARY SEWER PW POTABLE WATER PWR PROCESS WATER RETURN PM PROCESS WATER SUPPLY RAS RETURN ACTIVATED SLUDGE RW RAWWASTEWATER SAM SAMPLE SAN SANITARY SEWER SB SODIUM BISULFITE SCM SCUM SCMD SCUM DECANT SE SECONDARY EFFLUENT SH SODIUM HYPOCHLORITE SL SLUDGE SPD SUMP PUMP DISCHARGE PLUMBING ABBREVIATIONS AEW APRON END WALL BF BLIND FLANGE CA COMPRESSED AIR CB CATCH BASIN CD CONDENSATE DRAIN CI CAST IRON CO CLEAN OUT COND CONDENSATE CPVC CHLORINATED POLYVINYL CHLORIDE CW COLD WATER D DRAIN DCBP DOUBLE CHECK BACKFLOW PREVENTER DCW DOMESTIC COLD WATER DHW DOMESTIC HOT WATER DF DRINKING FOUNTAIN DFU DRAINAGE FIXTURE UNIT DI DUCTILE IRON EEWS EMERGENCY EYEWASH SHOWER EW EYEWASH EWC ELECTRIC WATER COOLER FCO FLOOR CLEAN OUT FD FLOOR DRAIN FOR FUEL OIL RETURN FOS FUEL OIL SUPPLY HB HOSE BIBB HD HUB DRAIN HDPE HIGH DENSITY POLYETHYLENE HHGR HEATING HOT GLYCOL RETURN HHGS HEATING HOT GLYCOL SUPPLY HR HOSE REEL HWL HIGH WATER LEVEL HW HOT WATER HWR HOT WATER RETURN IE INVERT ELEVATION IWP INDIRECT WASTE PIPE L LAVAT O RY MB MOP BASIN MH MANHOLE MV MUD VALVE PHW PROCESS HOT WATER P PUMP PLW PLANT WATER POC POINT OF CONNECTION PRV PRESSURE REDUCING VALVE PV PLUG VALVE PVC POLYVINYL CHLORIDE PVR PRESSURE VACUUM RELIEF ASSEMBLY QC QUICK CONNECT RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RL REFRIGERANT LIQUID RS REFRIGERANT SUCTION RZBP REDUCED ZONE BACKFLOW PREVENTER S SINK SD SHOWER DRAIN SEJ SEWAGE EJECTOR SHR SHOWER SP SUMP PUMP SS STAINLESS STEEL SV SOLENOID VALVE SVS SERVICE SINK T TANK TD TRENCH DRAIN U URINAL V VENT VB VACUUM BREAKER VC VITRIFIED CLAY PIPE VTR VENT THRU ROOF WCO WALL CLEANOUT GENERAL/HVAC ABBREVIATIONS ACH AIR CHANGES PER HOUR AFF ABOVE FINISHED FLOOR ALT ALTERNATE AP ACCESS PANEL BTU BRITISH THERMAL UNIT BTUH BRITISH THERMAL UNIT PER HOUR CFM CUBIC FEET PER MINUTE CLG CEILING COND CONDENSATE DAT DISCHARGE AIR TEMPERATURE DB DRY BULB TEMPERATURE DDC DIRECT DIGITAL CONTROL DG DOOR GRILLE DX DIRECT EXPANSION EA EXHAUST AIR EAT ENTERING AIR TEMPERATURE EL ELEVATION ESP EXTERNAL STATIC PRESSURE EWT ENTERING WATER TEMPERATURE FC FAIL CLOSED FLA FULL LOAD AMPS FO FAIL OPEN FPI FINS PER INCH FPM FEET PER MINUTE FT FEET GA GAUGE GPM GALLONS PER MINUTE LAT LEAVING AIR TEMPERATURE LWT LEAVING WATER TEMPERATURE MBH THOUSANDS OF BTU PER HOUR MC MECHANICAL CONTRACTOR NA NOT APPLICABLE NC NORMALLY CLOSED NO NORMALLY OPEN NPT NATIONAL PIPE THREAD NTS NOT TO SCALE OA OUTSIDE AIR OC ON CENTER OV OUTLET VELOCITY PD PRESSURE DROP PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH GAUGE RA RETURN AIR RPM REVOLUTIONS PER MINUTE SA SUPPLY AIR SP STATIC PRESSURE HVAC EQUIPMENT ABBREVIATIONS ACCU AIR COOLED CONDENSING UNIT AFR ARCHITECTURAL FINE TUBE RADIATION AHU AIR HANDLING UNIT AS AIR SEPARATOR BLR BOILER BB BASEBOARD C CONVECTOR CD CEILING DIFFUSER CHILL CHILLER CT COOLING TOWER CUH CABINET UNIT HEATER CWP CHILLED WATER PUMP DC DRY COOLER DH DEHUMIDIFIER DL DRUM LOUVER EBB ELECTRIC BASEBOARD EDH ELECTRIC DUCT HEATER EF EXHAUST FAN EG EXHAUST GRILLE EJ EXPANSION JOINT EL EXPANSION LOOP ER EXHAUST REGISTER ERC ELECTRIC REHEAT COIL ERU ENERGY RECOVERY UNIT EUH ELECTRIC UNIT HEATER EWH ELECTRIC WALL HEATER FCU FAN COIL UNIT FD FIRE DAMPER FR FINNED TUBE RADIATION FUR FURNACE GDF GAS DUCT FURNACE GRV GRAVITY ROOF VENTILATOR GUH GAS UNIT HEATER HC HEATING COIL HP HEAT PUMP HRP HEAT RECOVERY PUMP HU HUMIDIFIER HUH HOT WATER UNIT HEATER HWP HOT WATER PUMP HTX HEAT EXCHANGER ICF INDUSTRIAL CEILING FAN IR INFRARED HEATER L LOUVER MAU MAKE-UP AIR UNIT P PUMP PWP PROCESS WATER PUMP RF RETURN FAN RG RETURN GRILLE RR REGISTER RTU ROOFTOP UNIT SD SUCTION DIFFUSER SF SUPPLY FAN SG SUPPLY GRILLE SR SUPPLY REGISTER ST STEAM TRAP SUH STEAM UNIT HEATER TCP TEMPERATURE CONTROL PANEL TG TRANSFER GRILLE UH UNIT HEATER UV UNIT VENTILATOR VAV VARIABLE AIR VOLUME BOX VD VOLUME DAMPER VFD VARIABLE FREQUENCY DRIVE WSHP WATER SOURCE HEAT PUMP XT EXPANSION TANK ELECTRICAL ABBREVIATIONS A AMPERE AF AMPERE FRAME AFD ADJUSTABLE FREQUENCY DRIVE AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHJ AUTHORITY HAVING JURISDICTION AHU AIR HANDLING UNIT AIC AMPERE INTERRUPTING CAPACITY AL ALUMINUM AT AMPERE TRIP ATS AUTOMATIC TRANSFER SWITCH AIV AUDIO VISUAL AWG AMERICAN WIRE GAUGE BLDG BUILDING C CONDUIT CAT CATALOG CATV CABLE TELEVISION CB CIRCUIT BREAKER CCTV CLOSED CIRCUIT TELEVISION CKT CIRCUIT CL CENTERLINE CLG CEILING COL COLUMN CT CURRENT TRANSFORMER CTE CONNECT TO EXISTING CU COPPER CUH CABINET UNIT HEATER D DEDICATED DC DIRECT CURRENT DISC DISCONNECT DWG DRAWING E EMERGENCY EC ELECTRICAL CONTRACTOR EDH ELECTRIC DUCT HEATER EF EXHAUST FAN EHH ELECTRICAL HANDHOLE EMT ELECTRICAL METALLIC TUBING EOL END OF LINE DEVICE EWC ELECTRIC WATER COOLER EX EXISTING FAAP FIRE ALARM ANNUNCIATOR PANEL FACP FIRE ALARM CONTROL PANEL FCU FAN COIL UNIT FLA FULL LOAD AMPERES FPCP FIRE PUMP CONTROL PANEL FR FIRE RETARDANT FT FEET FDA FOOD AND DRUG ADMINISTRATION FVNR FULL VOLTAGE NON -REVERSING FVR FULL VOLTAGE REVERSING G GROUND GC GENERAL CONTRACTOR GFI GROUND FAULT INTERRUPTER GFP GROUND FAULT PROTECTION (EQUIPMENT) GFCI GROUND FAULT CKT INTERRUPTER GRS GALVANIZED RIGID STEEL HACR HEATING AND AIR CONDITIONING RATED HP HORSEPOWER HV HIGH VOLTAGE HVAC HEATING, VENTILATING, & AIR CONDITIONING HZ HERTZ IG ISOLATED GROUND IMC INTERMEDIATE METAL CONDUIT JB JUNCTION BOX KCMIL ONE THOUSAND CIRCULAR MILS KO KNOCKOUT KVA KILOVOLT AMPERES KVAR KILOVOLT AMPERES REACTIVE KW KILOWATT LP LIGHTING PANEL LTG LIGHTING LV LOW VOLTAGE MATV MASTER ANTENNA TELEVISION MC METAL CLAD MCC MOTOR CONTROL CENTER MCB MAIN CIRCUIT BREAKER MCCB MOLDED CASE CIRCUIT BREAKER MCM THOUSAND CIRCULAR MILS MCP MOTOR CIRCUIT PROTECTOR MDP MAIN DISTRIBUTION PANELBOARD MISC MISCELLANEOUS MLO MAIN LUGS ONLY MO MOTOR OPERATED MTD MOUNTED MTG MOUNTING MTS MANUAL TRANSFER SWITCH MV MEDIUM VOLTAGE MW MICROWAVE OR MEGAWATT N NEUTRAL NA NOT APPLICABLE NC NORMALLY CLOSED NAC NOTIFICATION APPLIANCE CIRCUIT PANEL NEC NATIONAL ELECTRIC CODE NIC NOT IN CONTRACT NL NIGHT LIGHT NM NONMETALLIC NO NORMALLY OPEN NSF NATIONAL SANITARY FOUNDATION NTS NOT TO SCALE OCB OIL CIRCUIT BREAKER OL OVERLOAD OIP OPERATOR INTERFACE PANEL OT OVERTEMP PR PAIR P POLE PB PULL BOX PC PULL CORD PH PH SENSOR 0 PHASE PNL PANELBOARD PP POWER PANEL PRI PRIMARY PT POTENTIAL TRANSFORMER PTZ PAN, TILT, ZOOM CAMERA PVC POLYVINYL CHLORIDE PWR POWER RSC RIGID GALVANIZED STEEL CONDUIT RTS REMOTE TEST SWITCH RVNR REDUCED VOLTAGE NON -REVERSING RVSS REDUCED VOLTAGE SOLID STATE SC SHORT CIRCUIT SCADA SUPERVISORY CONTROL AND DATA SCC SUPERVISORY CONTROL CENTER SE SERVICE ENTRANCE SEC SECONDARY SH SHIELDED SPD SURGE PROTECTION DEVICE SS STAINLESS STEEL SSRV SOLID STATE REDUCED VOLTAGE STP SHIELDED TWISTED PAIR SV SOLENOID VALVE SW SWITCH SWBD SWITCHBOARD TEL TELEPHONE TS2W TWO SPEED TWO WINDING TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR TYP TYPICAL UG UNDERGROUND UH UNIT HEATER UPS UNINTERRUPTIBLE POWER SUPPLY UTP UNSHIELDED TWISTED PAIR V VOLTS VFD VARIABLE FREQUENCY DRIVE W WIRE OR WATT WD HIGH PRESSURE WASH DOWN WL WET LOCATION INSTRUMENT -SPECIFIC ELECTRICAL ABBREVIATIONS A AIR FLOW ALT ALTERNATOR BF BUILDING FLOODING C CAPACITANCE CA CHLORINE ANALYZER CH4 METHANE CON CONDUCTANCE CS-1 CONSTANT (SINGLE) SPEED CS-2 CONSTANT (TWO) SPEED D DENSITY DISC DISCONNECT SWITCH DO DISSOLVED OXYGEN DOU DOWN -OFF -UP SELECTOR SWITCH DP DIFFERENTIAL PRESSURE ESPB EMERGENCY STOP PUSHBUTTON ESPC EMERGENCY STOP PULLCORD ETM ELAPSED TIME METER F BALL FLOAT FL FLANGE -MOUNTED FS FAST -SLOW SELECTOR SWITCH FOR FORWARD -OFF -REVERSE SELECTOR SWITCH GD GAS DETECTION H HORN H2S HYDROGEN SULFIDE HLOA HIGH -LOW -OFF -AUTO SELECTOR SWITCH HLOR HIGH -LOW -OFF -REVERSE SELECTOR SWITCH HOA HAND -OFF -AUTO SELECTOR SWITCH L LIMIT LOR LOCAL -OFF -REMOTE SELECTOR SWITCH LOS LOCKOUT STOP M MAGNETIC MST MOISTURE MY MOTOR PROTECTION RELAY O/C OVERCURRENT O/L OVERLOAD O/T OVERTEMPERATURE OC OPEN -CLOSE SELECTOR SWITCH OCA OPEN -CLOSE -AUTO SELECTOR SWITCH 00 ON -OFF SELECTOR SWITCH OP OXYGEN PURITY ORP OXIDATION REDUCTION POTENTIAL P PADDLE pH pH PO4 ORTHOPHOSPHATE POT POTENTIOMETER PR PROXIMITY R RADAR ROF REVERSE -OFF -FORWARD SELECTOR SWITCH RST RESET PUSHBUTTON RTD RESISTANCE TEMPERATURE DETECTOR S SUBMERSIBLE SF SEAL FAIL SIL SILENCE SS START -STOP SELECTOR SWITCH ST START PUSHBUTTON STP STOP PUSHBUTTON T THERMAL TAB TRANSDUCER -AUTO -BACKUP FLOATS SELECTOR SWITCH TH THERMOCOUPLE TM THERMAL MASS TRB TURBIDITY TSS TOTAL SUSPENDED SOLIDS U ULTRASONIC V VIBRATING FORK VFD VARIABLE FREQUENCY DRIVE VM VENTILATION MONITORING VS VARIABLE SPEED YW LEAKAGE SENSOR W H a 0 0) z O W N O N J 0 C a z J a W Z W Q cn z O a W m m a t- V 7 19 IL IL W 12 O P C 0 L6 J J 2 19 Lu z m JOB NO. 1154.129 zE PROJECT MGR. EVAN J. CONSTANT STRAND ASSOCIATES° SHEET 4 GOA e: J:\MAU\11UU-- wg I ime: h eb 11, zuzo — 1 U:YLam Page 369 of 797 r, I ROADWAY -�- - - - - - I _ SHOULDER o i - - - - - INSLOPE 01 J� �1 Jl r �f BACKSLOPE o J INSLOPE ** � PLAN VIEW POST 10'-0" 'FLOW ST MIN. u ** SEE NOTE 5 TYPICAL SECTION SEE NOTE 5 INSLOPE BACKSLOPE- TYPICAL SECTION 8"-0" MAX POST SPACING * 20' FOR NORMAL 10' DITCH � ** GEOTEXTILE FABRIC SIDE DETAIL OF DITCH CHECK TYPICAL APPLICATIONS OF SILT FENCE /NYLON / CORD -,\ SEAM-" FABRIC FLOW 8"0, \�k ROADWAY SHOULDER�T INISLIOPE o ll oINS OPE of 11 SHOULDER SEE_ NOTE 3 1 1 onnnIeinv ROADWAY SHOULDER TTT ��-�-- INS�OPE DITCH of DIKE f II INSLOPE J II SHOULDER SEE _ NOTE 3 - I! ROADWAY SITUATION 1 PLAN VIEW SITUATION 2 SILT FENCE AT MEDIAN SURFACE DRAINS TIEBACK BETWEEN **� FENCE POST AND SEE ANCHOR NOTE 5 ** FLOW i \,� FLOW i ANCHOR STAKE, ! ! TRENCH DETAIL -FOLD RING FOLD MIN. 18" LONG 3" MAX 3" MAX FABRIC SILT FENCE TIE BACK SUPPORT NETTING WIRE SUPPORT RING FOLD FLOW FENCE, SE NOTE 6 NOTE: ADDITIONAL POST DEPTH SUPPORT 3" MAX OR TIEBACKS MAY BE WIRE, SEE REQUIRED IN UNSTABLE SOILS NOTE 4 -GEOTEXTILE FABRIC REINFORCED WITH 4 -0 POST 3• �0 FABRIC SUPPORT NETTING, SEE NOTE 7 LENGTH (MIN.), o M�k FLOW 2'-0" DEPTH I M •0,, IN GROUND (MIN.), 8, SEE NOTE 8 3" Mq� p,, Mq� BACKFILL AND COMPACT TRENCH WITH EXCAVATED SOIL GEOTEXTILE FABRIC WITH ALTERNATE SUPPORT COMPONENTS GEOTEXTILE FABRIC ONLY \/% \ BACKFILL AND COMPACT TRENCH WITH EXCAVATED SOIL ATTACH THE FABRIC TO THE \'SEE POSTS WITH WIRE STAPLES NOTE 5 OR WOODEN LATH AND NAILS -/ ALTERNATE "A" LARGER DIAMETER * WIRE OR EQUIVALENT 1" (2.5cm) TO 2" (5.1 cm) DETAIL OF TYPICAL STAPLE -*6" MIN FOR FIRM SOILS -8" MIN WHERE BOTH SOD AND MATS ARE BEING USED -12" MIN FOR LOOSE SOILS GAP z �:2 ANCHOR SLOT AT BEGINNING AND END OF EROSION MAT (SEED AND SOD) wg Time: Feb 11, 2025 - 10:22am SEE NOTE 5 ALTERNATE "B" R,gNs �A F�o�FRs� LAP JOINT (SEED AND SOD) NOTES: 1. DETAILS OF CONSTRUCTION NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND APPLICABLE SPECIAL PROVISIONS. 2. WHEN POSSIBLE THE SILT FENCE SHALL BE CONSTRUCTED IN AN ARC OR HORSESHOE SHAPE, WITH THE ENDS POINTING UPSLOPE TO MAXIMIZE BOTH STRENGTH AND EFFECTIVENESS. 3. CROSS BRACE WITH 2"x4" WOODEN FRAME OR EQUIVALENT AT TOP OF POSTS. 4. MINIMUM 14 GAGE WIRE REQUIRED, FOLD FABRIC 3" OVER THE WIRE AND STAPLE OR PLACE WIRE RINGS ON 12" C-C. 5. EXCAVATE TRENCH A MINIMUM OF 4" WIDE AND 6" DEEP TO BURY AND ANCHOR THE GEOTEXTILE FABRIC, FOLD MATERIAL TO FIT TRENCH AND BACKFILL AND COMPACT TRENCH WITH EXCAVATED SOIL. 6. WIRE SUPPORT FENCE SHALL BE 14 GAGE MINIMUM WOVEN WIRE WITH A MAXIMUM MESH SPACING OF 6". SECURE TOP OF GEOTEXTILE FABRIC TO TOP OF FENCE WITH STAPLES OR WIRE RINGS AT 12" C TO C. 7. GEOTEXTILE FABRIC SHALL BE REINFORCED WITH AN INDUSTRIAL POLYPROPYLENE NETTING WITH A MAXIMUM MESH SPACING OF 1 /4" OR EQUAL. A HEAVY DUTY NYLON TOP SUPPORT CORD OR EQUIVALENT IS REQUIRED. 8. STEEL POSTS SHALL BE STUDDED "TEE" OR "U" TYPE WITH A MINIMUM WEIGHT OF 1.2 LBS/LINEAR FOOT WITHOUT ANCHORS, OR ANCHORS SUFFICIENT TO RESIST POST MOVEMENT ARE REQUIRED. WOOD POSTS SHALL BE A MINIMUM SIZE OF 4" DIAMETER, OR 2 1 /2"x3 1 /2", EXCEPT WOOD POSTS FOR GEOTEXTILE FABRIC REINFORCED WITH NETTING SHALL BE A MINIMUM SIZE OF 1 1 /8"x1 1 /8" OAK OR HICKORY. 9. ALTERNATES "A" AND "B" ARE EQUAL AND EITHER MAY BE USED. A SILT FENCE GL5 NO SCALE m J OV F-P' CMG p� JUNCTION SLOT (SOD ONLY) 2"X4" STAKE AND FLAP POCKET �� INLET SPECIFICATIONS AS PER �O OO GEOTEXTILE CROSS BRACING 00000� O GEOTEXTILE THE PLAN DIMENSION LENGTH FABRIC, 0�00000o FABRIC, AND WIDTH TO MATCH TYPE FF Qo TYPE FF, lz l _ SEE NOTE 4 DIRECTION �� OF RUNOFF �O WATER O SEE USE REBAR \\ \\ \ \ \\ \\ \ NOT 3 OR STEEL FOR INLETS WITH CAST ROD FOR GRATED CURB BOX USE WOOD REMOVAL BURIED FABRI /\ INLET 2"X4", EXTEND 10" BEYOND MIN. 6" DE H \%\\\� GRATE WIDTH ON BOTH 4 SIDES. LENGTH VARIES. SECURE TO GRATE WITH WIRE OR PLASTIC TIES. SEE NOTE 6 INLET PROTECTION, TYPE B GEOTEXTILE (WITHOUT CURB BOX) FABRIC, TYPE FF SEE NOTE 5 CAN BE INSTALLED IN ANY FRONT, BACK, AND BOTTOM SEE NOTE 4 INLET WITHOUT CURB BOX) TO BE MADE FROM SINGLE PIECE OF FABRIC OOo�DOOooO 4"X6" OVAL HOLE SHALL OO�oOOOo BE HEAT CUT INTO AL FOUR SIDE PANELS WOOD 2"X4" EXTENDS MINIMUM DOUBLE GEOTEXTILE 8" BEYOND GRATE WIDTH STITCHED SEAMS FABRIC, TYPE ON BOTH SIDES. LENGTH ALL AROUND SIDE FF VARIES. SECURE TO PIECES AND ON INLET PROTECTION, TYPE C GRATE WITH WIRE OR FLAP POCKETS PLASTIC TIES. INLET PROTECTION, TYPE D (WITH CURB BOX) (CAN BE INSTALLED IN ANY INLET TYPE WITH OR WITHOUT A CURB BOX AS PER NOTE 2) 2"X4" NOTES: STAKE AND GEOTEXTILE 1. MANUFACTURED ALTERNATIVES APPROVED AND LISTED ON THE DEPARTMENTS EROSION CONTROL PRODUCT CROSS _ FABRICBRIC,, BRACING TYPE FF ACCEPTABILITY LIST MAY BE SUBSTITUTED. �) (� 2. WHEN REMOVING OR MAINTAINING INLET PROTECTION, CARE SHALL BE TAKEN SO THAT THE SEDIMENT TRAPPED ON THE GEOTEXTILE FABRIC DOES NOT FALL INTO THE INLET, ANY MATERIAL FALLING INTO THE INLET SHALL BE REMOVED IMMEDIATELY. i N 3. FINISHED SIZE, INCLUDING FLAP POCKETS WHERE REQUIRED, SHALL EXTEND A MINIMUM OF 10" AROUND THE 1 PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL. 4. FOR INLET PROTECTION, TYPE C (WITH CURB BOX), AN ADDITIONAL 18" OF FABRIC IS WRAPPED AROUND THE WOOD AND SECURED WITH STAPLES. THE WOOD SHALL NOT BLOCK THE ENTIRE HEIGHT OF THE CURB BOX OPENING. WITHOUT GRATE J INLET WITH 5. FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2X4. 6. FOR TYPES B AND C, TRIM EXCESS FABRIC IN THE FLOW LINE TO WITHIN 3" OF THE GRATE. THE CONTRACTOR ATTACH GEOTEXTILE FABRIC, TYPE FF SHALL DEMONSTRATE A METHOD OF MAINTENANCE, USING A SEWN FLAP, HAND HOLDS OR OR OTHER METHOD TO TO THE STAKES AND CROSS BRACING PREVENT ACCUMULATED SEDIMENT FROM ENTERING THE INLIET. INLET PROTECTION, TYPE A 7. FOR TYPE D, DO NOT INSTALL INLET PROTECTION TYPE D INLETS SHALLOWER THAN 30", MEASURED FROM THE BOTTOM OF THE INLET TO THE TOP OF THE GRATE. TRIM EXCESS FABRIC IN THE FLOW LINE TO WITHIN 3" OF THE GRATE. THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE, BETWEEN THE INLET WALLS AND THE BAG, MEASURED AT INLET PROTECTION THE BOTTOM OF THE OVERFLOW HOLES, OF 3 . WHERE NECESSARY, THE CONTRACTOR SHALL CINCH THE BAG, USING TYPE A. B, C. AND D PLASTIC ZIP TIES, TO ACHIEVE THE 3" CLEARANCE. THE TIES, TO ACHIEVE THE 3" CLEARANCE. NO SCALE EROSION MAT OVER SOD 1. ONLY JUTE FABRIC WILL BE PERMITTED OVER SOD. 2. FLOOD STAKES FOR SOD MAY BE OMITTED IF THE EXISTING SLOPE AND SOIL CONDITIONS SO PERMIT. 3. THE WIDTH OF EROSION MAT SHALL ALWAYS EQUAL THE SOD WIDTH. 4. SOD STRIPS MAY BE PLACED EITHER LONGITUDINALLY OR TRANSVERSELY TO THE FLOW LINE OF THE DITCH. EROSION CONTROL C MAT INSTALLATION G -5 NO SCALE EROSOIN MAT OVER SEEDING JUNCTION OR ANCHOR SLOTS SHALL BE AT MINIMUM INTERVALS OF 100 FEET ON GRADES UP TO AND INCLUDING 3 PERCENT, AND 50 FEET ON GRADES EXCEEDING 3 PERCENT. NOTES: 1. DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISIONS. 2. VARIATIONS IN THE DIMENSIONS OR MATERIALS SHOWN HEREON SHALL BE PERMITTED IF THEY PROVIDE EQUIVALENT PROTECTION AND MATERIAL STRENGTH. 3. LAP JOINTS SHALL NOT BE PLACED IN THE BOTTOM OF V-SHAPED DITCHES. 4. JUNCTION SLOTS ON ADJACENT STRIPS OF MATTING SHALL BE STAGGERED A MINIMUM OF 4 FEET APART. 5. EDGES OF THE EROSION MAT SHALL BE IMPRESSED IN THE SOIL. 6. EROSION MAT SHALL BE MEASURED AND PAID FOR IN ACCORDANCE WITH THE SPECIFICATIONS. J a W Z a J W a� 0� O W Z Z J W O t� p� H Z O 0 Z O ui O 19 W V 7 19 CL 12 a a W O W Z) 19 p m Z ~ O oLL v Z O uw L ~ J V m 19 J � W Y Z m JOB NO. 1154.129 PROJECT MGR. EVAN J. CONSTANT STRAND ASSOCIATES° SHEET 5 G0.5 - 1 199\1 154\1 29\Drawings Page 370 of 797 GENERAL NOTES: 1. SEE SPECIFICATIONS FOR GENERAL DEMOLITION REQUIREMENTS. 2. SEE SPECIFICATIONS FOR CONSTRUCTION SEQUENCE. 3. DRAWINGS DO NOT NECESSARILY INDICATE ALL ITEMS REQUIRING DEMOLITION, REMOVAL, OR PATCHING. ALL DEMOLITION REMOVAL, REMOVAL, CUTTING, PATCHING AND OTHER WORK NECESSARY TO ACCOMMODATE NEW CONSTRUCTION SHALL BE INCLUDED IN CONTRACT. 4. WHERE DEMOLITION EXPOSES EXISTING REINFORCEMENT AND/OR PRODUCES A ROUGH CONCRETE SURFACE, BURN BACK REINFORCING 2 INCHES AND PATCH SURFACE WITH NON -SHRINK GROUT. N 5. PATCH ANY HOLES OR OPENINGS IN EXTERIOR WALLS OR FLOOR SLABS WATERTIGHT FROM REMOVED FASTENERS, AND OTHER APPURTENANCES. G N 6. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE ACCURACY OF EXISTING INFORMATION AS REQUIRED FOR BIDDING AND NEW CONSTRUCTION. 7. LOCATIONS OF EXISTING EQUIPMENT, UNDERGROUND UTILITIES, PIPING, OR CONDUIT SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF ALL EXISTING COMPONENTS IN ORDER TO PERFORM THE CONSTRUCTION SHOWN ON THE DRAWINGS. 8. NOT ALL EQUIPMENT, UNDERGROUND UTILITIES, PIPING, OR CONDUIT IS SHOWN. ALL LOCATIONS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL N Z EXISTING STRUCTURES, UNDERGROUND UTILITIES, PIPING, EQUIPMENT, AND CONDUIT. O I N 9. DISTURBED AREAS SHALL BE STABILIZED WITH TEMPORARY OR PERMANENT MEASURES > WITHIN 14-CALENDAR DAYS OF THE END OF ACTIVE DISTURBANCE, OR RE -DISTURBANCE. ' f 10. TEMPORARILY SUPPORT ALL EQUIPMENT, UNDERGROUND UTILITIES, PIPING, CONDUIT, 1 I o AND STRUCTURES AS NECESSARY DURING DEMOLITION AND CONSTRUCTION ACTIVITIES. a J 11. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL SHORING z AND TEMPORARY SUPPORT OF EXISTING STRUCTURE DURING DEMOLITION AND 0 CONSTRUCTION ACTIVITIES. I I W_ 2 DEMOLITION KEY NOTES: O a A❑ REMOVE EXISTING WINDOW AND FRAME AND PREPARE FOR NEW WINDOW. Z EXISTING ROUGH OPENING IS APPROXIMATELY 37 1/4" BY 37 1/4". © REMOVE EXISTING DOOR AND FRAME AND PREPARE FOR NEW DOOR. EXISTING ROUGH OPENING IS APPROXIMATELY 39 1/2" BY 82". © REMOVE ASPHALT AND CONCRETE THRESHOLD DOWN TO DOOR SILL AND PREPARE FOR NEW CONCRETE RAMP. SALVAGE TIMBER CURB FOR REUSE. ❑D REMOVE EXISTING SHRUBS. A ❑E ENTIRELY REMOVE EXISTING EXTERIOR CONCRETE STAIRS AND RAILING INCLUDING CONCRETE WALL, STEEL RAILING, AND WOOD TREADS. Z �F REMOVE EXISTING DOOR AND FRAME AND PREPARE FOR CAST -IN -PLACE Q CONCRETE INFILL. EXISTING ROUGH OPENING IS APPROXIMATELY 49" BY 79 1/2". J a © REMOVE EXISTING WINDOW, FRAME, AND METAL WINDOW WELL AND PREPARE Z FOR CAST -IN -PLACE CONCRETE INFILL. EXISTING ROUGH OPENING IS APPROXIMATELY 48" BY 46". O HO REMOVE EXISTING WINDOW, FRAME, AND METAL WINDOW WELL AND PREPARE MN (TYP.) FOR CAST -IN -PLACE CONCRETE INFILL. EXISTING ROUGH OPENING IS APPROXIMATELY 88" BY 46". O J❑ REMOVE EXISTING WINDOW, FRAME, AND METAL WINDOW WELL. EXISTING ROUGH Z E OPENING IS APPROXIMATELY 48" BY 46". O W REMOVE APPROXIMATELY 19 FEET OF CMU FOUNDATION WALL AND BASE SLAB AND PREPARE FOR NEW CAST -IN -PLACE CONCRETE FOUNDATION WALL. CONFIRM J FINAL REMOVAL LIMITS DURING CONSTRUCTION WITH ENGINEER. CONTRACTOR O Z SHALL TEMPORARILY SUPPORT STRUCTURE ABOVE WALL DURING E W CONSTRUCTION. SEE CONSTRUCTION DRAWINGS FOR DETAILS. W © REMOVE DAMAGED CMU AT VERTICAL FACES OF OPENING IN CMU WALL AND 0 W uj PREPARE FOR NEW BLOCKS TO CONSTRUCT A 48" WIDE OPENING. ❑M ENTIRELY REMOVE CONCRETE STOOP. m REMOVE CONCRETE SIDEWALK. 0 Z © ENTIRELY REMOVE EXISTING EXTERIOR WOODEN STAIR INCLUDING STRINGERS, a TREADS, RAILING, AND ANCHORS. HANDRAIL IN CONCRETE STAIRWELL TO REMAIN. W ® REMOVE CONCRETE CURB FOR WIDTH OF STAIRS SO THAT TOP STEP IS FLUSH WITH FINISHED GRADE. ® REMOVE ASPHALT PAVEMENT AS NECESSARY FOR GRADING AND CONSTRUCTION ACTIVITIES. SITE AND BASEMENT DEMOLITION PLAN z� S❑ REMOVE CONCRETE SIDEWALK. TEMPORARILY SUPPORT OR REMOVE TWO ACCU-S AND ONE COOLER CONDENSER FOR REGRADING ACTIVITIES IN AREA. 0 2' 4' 8' 16' milmi CONTRACTOR TO PROVIDE TEMPORARY UTILITY AS NECESSARY. ❑T REMOVE TOPSOIL AND ADJUST GRADE TO SLOPE AWAY FROM BUILDING AND DIRECT WATER TO THE SOUTHEAST PER GRADING SHEET DETAILS. V LU 7 O 19 CL 12 Q a LU 19 Z O H Q G D L6 LU J 9 m U❑ EXCAVATE EXISTING GRADE DOWN TO TOP OF FOOTING/BASE OF WALL IN FRONT OF BUILDING FOR APPLICATION OF FLUID APPLIED WATERPROOFING, JOB NO. INSTALLATION OF PIPE UNDERDRAIN, AND FOUNDATION WALL RECONSTRUCTION. 1154.129 TEMPORARILY SUPPORT OR RELOCATE ALL UTILITIES AND ITEMS DURING EXCAVATION AND BACKFILLING OPERATIONS. RETURN GRADE TO NEAR PROJECT MGR. PRECONSTRUCTION ELEVATIONS, OR AS NOTED ON THE GRADING DRAWING. EVAN J. CONSTANT PROTECT EXISTING FOUNDATIONS FROM UNDERMINING DURING WORK. �V REMOVE AND SALVAGE RETAINING WALL BLOCKS FOR OWNER RE -USE. LEGEND: ❑W REMOVE ASPHALT PAVEMENT AND SUBGRADE AS NECESSARY FOR INSTALLATION . ® ITEMS TO BE DEMOLISHED OR REMOVED OF STORM WATER DRAINAGE PIPING. �X REMOVE SOUTHERN PORTION OF ROOF OVERHANG AND COLUMN. PROVIDE 6ib OVERHANG ON THE NORTH SIDE OF THE UTILITY CHASE. SALVAGE FASCIA, SOFFIT, AND FLASHING AND INCORPORATE INTO NEW SOUTHERN FACE OF OVERHANG. ST RAND ❑Y REMOVE DOOR AND FRAME AND PREPARE FOR NEW DOOR. EXISTING ROUGH OPENING IS APPROXIMATELY 40" BY 82". A S S O C I A T E S° e: ngs wg , 2025 — 10:22am El REMOVE GUTTER, FASCIA, SOFFIT, AND FLASHING ALONG THE SOUTH EDGE OF SHEET THE BUILDING AS NECESSARY FOR THE CONSTRUCTION OF THE STAIR ENCLOSURE. TAKE CARE TO NOT DAMAGE THE ROOF STRUCTURE TO REMAIN. 6 D1.1 Page 371 of 797 GENERAL NOTES: ALL FINISH LANDSCAPING TO BE PERFORMED BY OWNER. SEE CAS4.1 F ENLARGED S- ENCLOSUREI AND DETAILS Fl_ SITE. BASEMENT. AND UTILITY PLAN PPROXIMATELY 38 FEET OF 4-INCH OLID WALL PVC STORM SEWER PIPE, INIMUM SLOPE OF 1% APPROXIMATELY 130 FEET OF 4-INCH PIPE UNDERDRAIN IN FRONT OF BASEMENT WALL, MINIMUM SLOPE APPROXIMATE INVERT OF OF 1% ST ALL THREE PIPES: EL. 862.00 T PROVIDE RODENT GUARD AT EACH PIPE 'ROXIMATELY 150 FEET OF 6-INCH 4'x4' RIPRAP OUTFALL, _ID WALL PVC STORM SEWER PIPE MINIMUM 12" THICK, R DOWNSPOUT DRAINAGE, SEE DETAIL IIMUM SLOPE OF 1% J 2. CONTRACTOR SHALL VERIFY DIMENSIONS OF ALL OPENINGS TO RECEIVE NEW DOORS AND WINDOWS. GENERAL NOTES: uj o H 4 OCONCRETE RAMP PER DETAIL (K/CAS5.01). G N OTRENCH DRAIN IN SLAB PER DETAIL (L/CASE5.01). 3O 6" DIAMETER VERTICAL PVC PIPE AT EXISTING DOWNSPOUT. TERMINATE 12" ABOVE FINISHED GRADE AND TRANSITION EXISTING DOWNSPOUT TO VERTICAL PIPE WITH DOWNSPOUT SEE DETAIL (D/CAS5.01) FOR DOWNSPOUT/STORM SEWER DETAIL. 4O O5 APPLY FLUID APPLIED WATERPROOFING MEMBRANE TO OUTSIDE FACE OF FOUNDATION WALL FROM BASE OF WALL TO 1' BELOW FINISHED GRADE. INFILL EXISTING 49" WIDE BY 79 1/2" HIGH BY 16" THICK OPENING IN LIMESTONE FOUNDATION WALL WITH REINFORCED CONCRETE. PROVIDE #5@12" ADHESIVE ANCHOR DOWELS AROUND PERIMETER OF OPENING, CENTERED IN WALL AND EMBEDDED 4" MINIMUM INTO LIMESTONE FOUNDATION WALL OR SLAB. EXTEND HORIZONTALLY PLACED DOWELS 2'-2" INTO OPENING AND VERTICAL DOWELS 1'-9" INTO OPENING. FOR CONCRETE INFILL, PROVIDE #5@12", EACH WAY, EACH FACE IN WALL. ROUGHEN JOINTS BETWEEN NEW CONCRETE AND LIMESTONE WALL AND APPLY BONDING AGENT AND N Z C Lu a a a CONTINUOUS HYDROPHILIC WATERSTOP AROUND OPENING iz CENTERED IN WALL. 66 INFILL EXISTING 48" WIDE BY 46" HIGH BY 16" THICK OPENING IN LIMESTONE FOUNDATION WALL WITH REINFORCED CONCRETE. PROVIDE #5@12" ADHESIVE ANCHOR DOWELS AROUND PERIMETER OF OPENING, CENTERED IN WALL AND J EMBEDDED 4" MINIMUM INTO LIMESTONE FOUNDATION WALL. EXTEND HORIZONTALLY PLACED DOWELS 2'-2" INTO OPENING AND VERTICAL DOWELS 1'-9" INTO OPENING. FOR CONCRETE INFILL, PROVIDE #5@12", EACH WAY, EACH FACE IN WALL. ROUGHEN JOINTS BETWEEN NEW CONCRETE AND LIMESTONE WALL AND APPLY BONDING AGENT AND CONTINUOUS HYDROPHILIC WATERSTOP AROUND OPENING, W CENTERED IN WALL. J 7O INFILL EXISTING 88" WIDE BY 46" HIGH BY 16" THICK OPENING Lu IN LIMESTONE FOUNDATION WALL WITH REINFORCED Q CONCRETE. PROVIDE #5@12" ADHESIVE ANCHOR DOWELS Z AROUND PERIMETER OF OPENING, CENTERED IN WALL AND z EMBEDDED 4" MINIMUM INTO LIMESTONE FOUNDATION WALL. EXTEND HORIZONTALLY PLACED DOWELS 2'-2" INTO OPENING �► AND VERTICAL DOWELS 1'-9" INTO OPENING. FOR CONCRETE J INFILL, PROVIDE #5@12", EACH WAY, EACH FACE IN WALL. Q ROUGHEN JOINTS BETWEEN NEW CONCRETE AND LIMESTONE WALL AND APPLY BONDING AGENT AND CONTINUOUS HYDROPHILIC WATERSTOP AROUND OPENING, CENTERED IN WALL. 8O CONCRETE STOOP PER DETAIL (F/CAS5.01). gO PROVIDE NEW CMU BLOCKS TO CREATE A 48" WIDE OPENING. TOOTH IN NEW BLOCKS AND PROVIDE END BLOCKS TO CREATE A VERTICAL JAMB AT THE EDGES OF OPENING. 10 PROVIDE MOUNDED ASPHALT CURB TO MATCH EXISTING Q ADJACENT ASPHALT CURBS. 11 RECONSTRUCT SOUTH FACE OF OVERHANG AT UTILITY CHASE TO MATCH THE NORTH OVERHANG USING RECLAIMED MATERIALS. PROVIDE SIDING TO MATCH EXISTING WHERE THE OVERHANG WAS REMOVED FROM THE SIDE OF THE Lu BUILDING. 12 BOLLARD PER DETAIL (H/CASE5.1). 13 PROVIDE PVC SLEEVE THROUGH NEW FOUNDATION WALL WITH AN INSIDE DIAMETER LARGER THAN THE UTILITY OUTSIDE DIAMETER SO THAT THE UTILITY MAY PASS THROUGH WALL CONSTRUCTION. 14 ROTATE GAS METER OR RELOCATE AS NECESSARY FOR > STAIR ENCLOSURE CONSTRUCTION. CONTRACTOR SHALL COORDINATE AS NECESSARY WITH UTILITY OWNER. V LEGEND: NEW ASPHALT PAVEMENT NEW SIDEWALK/CONCRETE PAVEMENT 0 Z Q Z W E W Q m n W JOB NO. 1154.129 PROJECT MGR. EVAN J. CONSTANT STRAND ASSOCIATES° e: ngs e: - 1 U:Z.Sam SHEET 7 CASE1.1 Page 372 of 797 GENERAL NOTES: 1 1. 0) cp O o 0 cpa 0 LO o KEY NOTES: W N 1O MATCH NEW ASPHALT INTO EXISTING ELEVATIONS. G N MAINTAIN CURRENT DRAINAGE PATH TO THE SOUTHEAST. O co N ,, co wco ) 00 CO 00 2O 8" MIN. THICK CONCRETE SLAB, REINFORCED WITH w � � 00 #4@12" EACH WAY, CENTERED IN SLAB. DOWEL INTO tv o ADJACENT CONCRETE FOUNDATIONS WITH ADHESIVE ANCHOR DOWELS, EMBEDDED 4" INTO THE CONCRETE WALL. 5 3 TRENCH DRAIN PER DETAIL CASE5.1. Z 4O BOLLARD PER DETAIL C _ CASE5.1 EL. 873.05 L. 872.69 _ - - IGH P I T O5 SALVAGE TIMBER CURB. - --' EL.866. 7 Lu ' EL. 866.60 I •'" 5'-8" - J 4 o a -----------' '��� �•�� "' � �' T/TIMBER CURB EL.873.16 EL.867.05 a EL. 872.5 E 7 T/FTG. EL. 862.2 Z T/WALL EL�68.0 T/ TG. ...'.... EL. 862.25 a --T/WALL c9j EL.872.74 `r o EL. 868.00 Z a EL. 3.22 2 S _________ EL. 873. r ❑L8775 N EL. 865.68 AT TRENCH DRAIN L. . O3 v> > EL.872.78 EL.873.41 iVEL.873.46 I S S S EL. 872.70IL I T-3 1 /2" EL. 865.72 1 a 11 1 /2" T DOOR (169 4 W 3— J — W J z a 868 J a w O IL - 12 c v Z o m z ~ a c 0 Q c LL. c Z O w W U.v W V Y W z I H BM-1 m N = 3661434.89 E = 5675800.41 V EL = 871.01 a n J SITE GRADING PLAN 0 2' 4' 8' 16' V LEGEND: NEW ASPHALT PAVEMENT NEW SIDEWALK/CONCRETE PAVEMENT JOB NO. 1154.129 PROJECT MGR. EVAN J. CONSTANT At STRAND ASSOCIATES° SHEET 8 CASE 1.2 File: S:\MAD\1100--1199\1154\129\Drawings\CAD\AutoCAD\CAS1.2.dwg Time: Feb 11, 2025 — 10:23am Page 373 of 797 GENERAL NOTES: 1. CONTRACTOR SHALL COMPLY WITH THE CITY OF DUBUQUE STORMWATER AND EROSION CONTROL REQUIREMENTS. LO ui o a04 N O 4v Z (v O uj ------ -------------------- o X, a J U Z 0 U w 0 �t-F- O a Z SAZT— — — ❑ ---------- F- - - ---- T J a oc a va W z 3 3 0 W 0 61 0 a W L__ Q 'O o O 19 W �\ a � � a a W O - J c U. O Z Ocy W 7 J U. ~ 4 z J 7 Z Y W O z BM-1 m O N = 3661434.89 Lu E = 5675800.41 ::: EL=871.01 a uu n J SITE EROSION CONTROL AND RESTORATION PLAN z� 0 2' 4' 8' 16' V mmi JOB NO. 1154.129 EROSION CONTROL LEGEND: PROJECT MGR. EVAN J. CONSTANT 13 SILT FENCE A G0.05 IP INLET PROTECTION 4qB G0.05 . WISDOT URBAN, TYPE A EROSION MAT - (ALL AREAS 3:1 SLOPE OR FLATTER) C + + WISDOT CLASS 1, TYPE B EROSION MAT G0.05 STRAND (SWALE AND DOWNSPOUT AREAS) c A S S O C I A T E S° G0.05 SURFACE FLOW DIRECTION SHEET 9 CASE1.3 File: S:\MAD\1100--1199\1154\129\Drawings\CAD\AutoCAD\CAS1.3.dwg Time: Feb 11, 2025 — 10:23am Page 374 of 797 L0 ui o H 4 a N Z O W fY CL 0 a J O Z O O w O 2 O a Z r _ GUTTER, TIE INTO EXISTING GUTTER AND DOWNSPOUT SYSTEM 4'-2" I I I J L--- L-- v �- F-- I 101 B V Lu J W II II II � 0 v Z W II II II � Q O II I I I � J ma I ASE4 N ASE4 ASE4 ' Lu W Z m Z 5-0" 0 > > T/WALL W Q C p EL.871.58 —_J L—_ U. Z O W J Q ° ~ � � D J N I'8"x1'-o" 2coc� 2 ASE4 ' W = � ASE4 ASE4 101 C FF EL. 872.08 � W V Y i9 8 868.70 o W T/WALL EL. 872.70 5-0" 4'-10" V STAIRWELL FOUNDATION PLAN STAIRWELL FLOOR PLAN STAIRWELL ROOF PLAN a 0 1 ' 2' 4' 8'-Z 0 1 ' 2' 4' 8'-Z 0 1 ' 2' 4' 8'-Z .► J V JOB NO. 1154.129 PROJECT MGR. EVAN J. CONSTANT Al STRAND ASSOCIATES° SHEET 10 CASE4.1 File: S:\MAD\1100--1199\1154\129\Drawings\CAD\AutoCAD\CAS4.1.dwg Time: Feb 11, 2025 — 10:23am Page 375 of 797 SINGLE -PLY MEMBRANE SINGLE -PLY MEMBRANE ROOFING ROOFING 5/8" ROOF SHEATHING 2X8 @ 24" O.C. 5/8" ROOF SHEATHING 2X8 @ 24" O.C. GUTTER SLOPE 2X8, FASTEN TO EXISTING RIM BOARD. GUTTER SLOPE 7P\ f— f— METAL WRAPPED EL. 880.70 ±LO METAL WRAPPED EL. 880.70 ± 1x10 TRIM TOP OF PLATE W N 1x10 TRIM TOP OF PLATE a DOUBLE TOP PLATE DOUBLE TOP PLATE REMOVE SIDING, SHEATHING, TRIM G N DOUBLE TOP PLATE BATT INSULATION BATT INSULATION AND WALL AS NECESSARY FOR TEMPORARY SHORING AND VAPOR BARRIER VAPOR BARRIER CONSTRUCTION. PROVIDE NEW 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD MATERTHERE SLANYO MATCH EXISTING IF DAMAGE DURING STEEL SIDING TO MATCH STEEL SIDING TO MATCH DEMOLITION AND CONSTRUCTION. EXISTING BUILDING EXISTING BUILDING AIR BARRIER AIR BARRIER FINISHED GRADE 5/8" EXTERIOR 5/8" EXTERIOR Z C SHEATHING SHEATHING y 4" 4" w 2x6 STUDS @ 16" O.C. 2x6 STUDS @ 16" O.C. ROUGHENED CONSTRUCTION JOINT (TYP.) i i a BATT INSULATION i i BATT INSULATION i i Z ii L6- o VAPOR BARRIER VAPOR BARRIER o EXISTING STEEL BEAM 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD C Q 4" DEEP BY 10" TALL BY 6" WIDE Z BEAM POCKET IN NEW CAST -IN -PLACE CONCRETE WALL FOR EXISTING BEAM. PROVIDE 1/2" DIA. EXPANSION ANCHOR ON EACH SIDE OF WEB, EMBEDDED J 4" INTO CONCRETE. a V — re #5@12" E.W., E.F. + W ti J W ~ 1x4 WRAPPED SILL TRIM 1x4 WRAPPED Q V 1x4 WRAPPED SILL TRIM SILL TRIM z W a T/WALL EL. 872.70 T/WALL 0 EL. 872.70 DEMOLISH EXISTING CONCRETE .. FLOOR SLAB AS NECESSARY TO J z T/SLAB CONSTRUCT NEW FOOTING AND a WALL. POUR BACK NEW � 0 a 3 EL.872.08 ' W W O CONCRETE SLAB ONCE FOOTING AND WALL CONSTRUCTION IS Lu COMPLETE. Lu Z CONSTRUCTION SLOPE Q G n TO BE DETERMINED BY Q G CONTRACTOR ~ Z O Lu J � ~ as J j z = W W z ca T/FTG EL. 868.70 V • • • • • • 1'-0" 2'-0" a J 5 SECTION SECTION � SECTION � CASE4.2 JOB NO. CASE4.2 CASE4.2 1154.129 0 6" 1' 2' 0 6" 1' 2' PROJECT MGR. EVAN J. CONSTANT At STFMND ASSOCIATES° SHEET 11 CASE4.2 File: S:\MAD\1100--1199\1154\129\Drowings\CAD\AutoCAD\CAS4.2.dwg Time: Feb 11, 2025 — 10:23am Page 376 of 797 FILL MORE THAN 10' FROM STRUCTURE _ _ 5" PCC AND NOT BELOW PAVEMENT OR PIPING o i_\ o (SEE SITE PLAN) \ SHALL BE EMBANKMENT FILL \ \ TOPSOIL AND CLAY CAP a �� WIDTH VARIES -SEE PLAN �� d 4 \ 4" COMPACTED FINAL GRADE o Oo o Oo o Oo o Oo o ( AGGREGATE BASE STRUCTURE VARIES VARIES /0oO�oOoO�oOoO�oOo0�0� COURSE METAL 1/2 1 3/4" BIT. CONC. CENTERLINE EXISTING GRADE o��o��o��o��o��o��o��o off( DOWNSPOUT EXPANSION SURFACE COURSE REFERENCE ELEVATION SUBGRADE \��\��\��\��\�� �� (TYP.) MATERIAL CONC. SIDEWALK EXTEND INTO PVC w APPROXIMATELY 2" N FILL WITHIN 10' OF » „ \/ STOOGRADE a ^ 1 -0 1 -0 ,� FINISHED ED o STRUCTURE -GRANULAR L-J L- c' COMPACTED TO CLASS I 2 1 /4" BIT. CONC. NOTES: a ° a ° °° BINDER COURSE SLOPE PER a °a ° BACKFILL WITHIN 10' OF SLOPE I PAVEMENT T PLANS VgR��s 1. PROVIDE CONTROL JOINTS AND CONSTRUCTION JOINTS PER STRUCTURE -GRANULAR VARIES SPECIFICATIONS. COMPACTED FILL CLASS I TWO 45° �i��i� COMPACTION \\, 2. 1/2-INCH THICK ASPHALTIC EXPANSION JOINT MATERIAL FITTINGS SLOPE TO SHALL BE PLACED AT SIDEWALK -DRIVEWAY INTERSECTIONS, DISCHARGE 10" COMPACTED 4" TOPSOIL BETWEEN SIDEWALKS AND BUILDINGS, BETWEEN BACK OF LINE OF EXCAVATION BASE COURSE SEED, MULCH, AND CURB AND SIDEWALK, AT INTERSECTION BETWEEN NEW OR en BACKFILL MORE THAN 10' FROM STRUCTURES FERTILIZE PER SPECS. EXISTING CURB AND GUTTER, AROUND ALL CASTINGS, AND AT z AND NOT BELOW PIPING OR PAVEMENT SHALL MAXIMUM 40-FOOT INTERVALS IN SIDEWALKS. TOP OF WYE BE GRANULAR COMPACTED TO CLASS II EXPANSION JOINT MATERIAL BETWEEN SIDEWALKS AND 6" PVC BUILDINGS SHALL BE HELD DOWN 1/2-INCH AND CAULKED. ST uj 0 0- a °d FILL & BACKFILL REQUIREMENTS ANEW PAVEMENT SECTION CONCRETE SIDEWALK DOWNSPOUT/STORM SEWER DETAIL z AAS j NO SCALE AAS j NO SCALE CASE5.1 NO SCALE CASE5.1 NO SCALE 0 O a Z \ TREE PROTECTION ZONE 2xCRR OR AS SHOWN ON DRAWINGS PROHIBITED WITHIN TREE PROTECTION ZONE: TRUNK DIAMETER @ 4.5' J a 1. NO CONSTRUCTION STAGING OR ABOVE GROUND (DBH) #4 DOWELS @ 12" MASONRY NOT 2'-6" MIN. CROWNED TOP MATERIALS STORAGE. 2. NO DISPOSAL OF CONSTRUCTION O.C. ALL AROUND7SHOWN. SEE PLAN 1 N#5 TOP AND BOTTOM ALL AROUND FIBROUS REINFORCEMENT 1'-6" MATERIALS, BYPRODUCTS, OR SOLUTIONS. DOWELED TO DOOR THRESHOLD LAP MIN. �i 6" DIA. SCH 80 TREE PROTECTION FENCE FOUNDATION WALL GALVANIZED STEEL V 3. GRADING EXCAVATION, AND TRENCHING 1 /2" EXP. MATERIAL �/ / /\\ GEOTEXTILE AS �/� / o I PIPE, CONCRETE W ONLY AS DESCRIBED IN SPECIFICATIONS. SLOPE 1/4 /FT 3 SIDES SPECIFIED o0 0 00 CDo / FILLED J DBH ° I w _" o CDO O /� O o / I I PAVEMENT W ~ 0 TREE CANOPIES MUST BE LL LL o - °` Q 1 �" o O o O PERFORATED O STRUCTURE I I V PROTECTED FROM OVERHEAD �ttttt� �It tt�tt�tt�t DAMAGE. r:4LL� tt t IN NO CASE SHALL FENCE BE kh ? CONTRACTOR MAY ADJUST FENCE LOCATION DURING CONSTRUCTION ACTIVITIES NEAR OR WITHIN PROTECTION ZONE PROVIDING ` I I -i 6 12 O Z O O DRAINAGE PIPE �` o o (PDP) % o o I \\ o o I I I Z W Q O J a OTHER PROTECTION ui / O CLOSER THAN 5' FROM THE TRUNK t ALL m N \ O OF ANY TREE tt MEASURES ARE FOLLOWED. o FREE DRAINING 00 1 1/2" TO 2" I a a O LLtt LL I G RAN U LAR » COMPACTED FILL L2-#5 LAP 3 -0 O \� .� o 0 0o WASHED STONE i 00 O O / CONCRETE al la I I 2 LAYERS OF LB. W - _________ EITHER SIDE OF \//\�\ �� � \ \ \ \ //i//�///// // BUILDING PAPER R I I a Z H IF HEAVY EQUIPMENT MUST BE DRIVEN WITHIN FENCED AREA, WOODEN BRIDGING MUST BE 6" DOOR SEE PLAN 6" �\ ��� , „ 1 -0 CLEAR (TYP.) I I I J O_ ca Z p O a 0 dl ~ G U. 1.5 DBH IN INCHES = CRITICAL PLACED UNDER THE TREES TO uj O W ROOT RADIUS (CRR) IN FEET PREVENT COMPACTION AND ROOT DAMAGE. MIN. ~cy J � C� m E TREE PROTECTION F CONCRETE STOOP G PDP TRENCH H GUARD POST O�G o NO SCALE A� j NO SCALE A� j NO SCALE A� j NO SCALE = �CASE5.1 W V 8„ Lu ZY T/WALL, SEE PLAN V I­m OUTLET Q CLASS D FINISHED GRADE VARIES, PREFABRICATED TRENCH DRAIN: REVETMENT = SEE GRADING PLAN REINFORCED CONCRETE SLAB 1. TRENCH DRAIN SHALL BE ACO KLASSIKDRAIN KS100 BY J • w #5@12" 1 /2 EXPANSION ACO POLYMER PRODUCTS, OR EQUAL. > 12" = MATERIAL, HOLD DOWN 2. TRENCH DRAIN CHANNEL SHALL BE MADE OF PRECAST NOTES: 1/2" AND CAULK (TYP.) POLYMER CONCRETE. CHANNELS SHALL HAVE A MINIMUM 1 12�� TOP WIDTH OF 5-INCHES, RADIUSED BOTTOM, MINIMUM Lz* 1. DOWEL ALL HORIZONTAL BARS >> PREFABRICATED CLEAR CHANNEL WIDTH OF 4-INCHES, AND NOMINAL RODENT SHIELD GEOTEXTILE FABRIC 12 MIN. THICKNESS o w INTO ADJACENT STRUCTURE WITH MATCHING ADHESIVE ANCHOR 5 PRESLOPED TRENCH DRAIN. SLOPE TO OUTLET LENGTHS OF 1/2 METER OR 1 METER. ALL CHANNELS SHALL INTERLOCK WITH TONGUE -AND -GROOVE JOB NO. FOR CLASS D DOWELS EMBEDDED 6". I CHANNELSUM DRAIN. INSTALL PER CONNECTIONS.ALL AVE ASHALM REVETMENT w . 2. ALL HORIZONTAL REINFORCING ° MANUFACTURERS BOTTOM SLOPE OFE OF ONE PIECE CONSTRUCTION. DRAIN SHALL HAVE A 1154.129 SECTION A -A A A N SHALL BE CONTINUOUS WITH INSTRUCTIONS MINIMUM DEPTH OF 4-INCHES, WITH A BOTTOM OUTLET. PROJECT MGR. CORNER BARS. 1 EVAN J. CONSTANT 3. CHANNEL RAILS SHALL BE MADE OF STAINLESS STEEL AND GRATES SHALL BE LOAD CLASS A STAINLESS STEEL • T FTG., SEE PLAN 2-4 CONT. z_ LAP 2'-0" WITH A SLOTTED CONFIGURATION. i :2 6" MIN 4. TRENCH DRAIN SHALL COME WITH ALL ACCESSORIES . � (TYP.) NECESSARY FOR CONSTRUCTION INCLUDING: END PLATES, W - 4-FT 00 OUTLET PLATES, LOCKING DEVICES, SEALANT, AND ALL 3-#5 CONCRETE TOOLS REQUIRED FOR CONSTRUCTION. CONT.�---�#4@18" ENCASEMENT PLAN- DOWELS, ALTERNATE HOOK DIRECTION.STRAND ASSOCIATES° K_j_`�RIPRAP TREATMENT AT OUTFALLS CONCRETE FOUNDATION TRENCH DRAIN DETAIL SHEET �CASE5.1 NO SCALE CASE5.1 NO SCALE CASE5.1 NO SCALE 12 CASE5.1 File: S:\MAD\1100--1199\1154\129\Drawings\CAD\AutoCAD\CAS5.1.dwg Time: Feb 11, 2025 — 10:23am Page 377 of 797 DOOR SCHEDULE DOOR FRAME LI NTEL DOOR NUMBER LABEL HARDWARE GROUP DETAILS NOTES SIZE MATERIAL TYPE SWING TYPE MATERIAL TYPE ACTIVE INACTIVE ACTIVE INACTIVE ACTIVE INACTIVE HEAD JAMB SILL 101A 3'-0"X6'-8" IHM F - LH - 1 HM - 1 - EXIST. A/CASE6.1 A/CASE6.1 1 101B 3'-0"X6'-8" IHM F - LHR - 1 HM - 3 - EXIST. A/CASE6.1 A/CASE6.1 1 101C 3'-0"x7'-0" IHM F - LHR - 1 IHM 2 - WOOD B/CASE6.1 B/CASE6.1 LEGEND: MATERIAL TYPE SWING IHM = INSULATED HOLLOW METAL F = FLUSH (NO GLASS) LH = LEFT HAND HM = HOLLOW METAL RH = RIGHT HAND LHR = LEFT HAND REVERSE RHR = RIGHT HAND REVERSE NOTES: 1. CONTRACTOR SHALL VERIFY DIMENSIONS OF DOOR AND FRAME IN EXISTING OPENING. EXISTING CONCRETE WAI CAULK EACH Fi INSULATED HOI METAL FRAME EXISTING CONCRETE WALL nnno uM:nn A DOOR DETAILS ANO SCALE M rino IA nno CAULK FLASI 1 x4 V\ TRIM CHAL I4P:A l/ IAKAR rB-� DOOR DETAILS (�ASEM NO SCALE WINDOW SCHEDULE WINDOW SILL SILL / JAMB / LINTEL SIZE (W x H) FRAME MATERIAL GLAZING TYPE TYPE NOTES DESIGNATION ELEVATION HEAD DETAILS TYPE A FIELD VERIFY EXIST. AL 1-IN INSULATING GLASS FIXED C/CASE6.1 -- 1 LEGEND: AL = ALUMINUM EX = EXISTING NOTES: 1. CONTRACTOR SHALL VERIFY DIMENSIONS OF EXISTING WINDOW OPENING. ALUMINU WINDOW CAULK (T EXISTING CONCRE- HEAD/JAMB/SILL C WINDOW DETAILS CASE6.1 NO SCALE PER rcEDUL w J X D w� U N F DOOR TYPES NO SCALE 2" PER 2" J�CHEDULjj N w J w0 ww U N 1 FRAME TYPES NO SCALE MINIMUM LAP LENGTHS FOR REINFORCING BARS IN CONCRETE BAR SIZE WALLS SLABS VERT. BARS HORIZ. BARS TOP MAT BARS BOTTOM MAT BARS #4 V-6" 1'-10" 1'-10" 1'-6" #5 1'-9" 2,-2" 2,-2" 1'-9" #6 2'.0" 2,-7" 2,-7" 2,-0" #7 2'.11 " 39-8" 39-8" 2'.11 " #8 3'-3" 4'-2" 4'-2" 3'-3" #9 4'.0" T-2" T-2" 4'.0" #10 4'.11 " 6'.4" 6'.4" 4'.11 " #11 T-10" 7'-8" 7'-8" T-10" NOTES: 1. WHERE TWO BARS OF DIFFERENT SIZE ARE LAPPED, USE LAP LENGTH FOR SMALLER BAR. 2. USE LAP LENGTHS IN THIS TABLE WHERE LAP LENGTH IS NOT SHOWN ON DRAWING. 3. TABLE DOES NOT APPLY FOR BEAMS AND COLUMNS. FIXTURE SCHEDULE Fixture Type Manufacturer(s) Model Number Mounting A LITHONIA FML4W-48-AL06-SEF-840-MVOLT SURFACE B LITHONIA DSXW1 LED-P3-40K-80CRI-T3M-120-SRM-PE-DBLXD WALL GENERAL NOTES: 1 I• 3 FOR FILL AND BACKFILL REQUIREMENTS SEE 1 1 CASE5.1 STRUCTURES WITH CONCRETE TOP SLABS OR SLABS SUPPORTING WALLS SHALL NOT BE BACKFILLED UNTIL SLAB HAS REACHED SPECIFIED 28-DAY STRENGTH. REMOVE AND REPLACE UNSUITABLE SOILS FROM BENEATH STRUCTURES AS DIRECTED BY THE PROJECT SOILS ENGINEER. 4. ALL BELOW -GRADE WALLS WITH EARTH ON ONE SIDE AND OCCUPIABLE SPACES OR EQUIPMENT SPACES ON THE W o OTHER SHALL HAVE FLUID -APPLIED WATER PROOFING a 4 APPLIED TO THE EXTERIOR FACE OF THE WALL. G N 5. WHERE ADHESIVE ANCHOR DOWELS ARE CALLED OUT ON DRAWINGS, ROUGHEN JOINT SURFACE TO 1/4" AMPLITUDE. PROVIDE BONDING AGENT AND EMBED DOWELS 5" MIN. INTO CONCRETE UNLESS NOTED OTHERWISE. CONCRETE MUST BE CURED MINIMUM 21 DAYS BEFORE ADHESIVE INSTALLATION. 6. PROVIDE MINIMUM CLEAR COVER OVER REINFORCING STEEL PER SPECIFICATIONS UNLESS NOTED OTHERWISE ON THE DRAWINGS. N Z O 7. PROVIDE MINIMUM LAP LENGTHS AS SHOWN ON THE LAP N LENGTH SCHEDULE ON DRAWING CAS6.1. > W fY 8. HORIZONTAL REINFORCING BARS IN WALLS SHALL BE PLACED OUTSIDE OF THE VERTICAL BARS IN WALLS UNLESS SHOWN OTHERWISE. 9. WHERE EXISTING MASONRY OPENINGS ARE TO BE PATCHED WITH NEW MASONRY, TOOTH IN NEW UNITS OR USE WIRE TIES @16" O.C. VERTICALLY TO MATCH JOINT REINFORCING. DRILL INTO EXISTING MASONRY W/ADHESIVE ANCHORS, EMBED 4". 10. FOR DOOR, WINDOW, AND FINISH SCHEDULES SEE DRAWING CAS6.1. Remarks J a V W J W 0 z a J a W V J W V J V� a V W H t� 0� a n J H v n O 19 a 12 a a 19 O_ H G D L6 FE J 19 W 9 z D m I JOB NO. I 1154.129 IPROJECT MGR. I EVAN J. CONSTANT Al STRAND ASSOCIATES° e: S:\MAD\1100--1199\1154\129\Drawings\CAD\AutoCAD\CAS6.1.dwg Time: Feb 11, 2025 - 10:23am SHEET 13 CASE6.1 Page 378 of 797