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Figure 1: EXISTING CONDITIONS NOTES

1. THE EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THESE DRAWINGS, INCLUDING CONTOURS AND SPOT ELEVATIONS, ARE A COMPILATION OF A TOPOGRAPHIC SURVEY PERFORMED BY AXIN LAND SURVEYS, FIELD OBSERVATIONS AND RECORD DRAWINGS PROVIDED BY MERCY HOSPITAL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING ACTUAL FIELD CONDITIONS AND EXISTING GRADE ELEVATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND REPORT ALL DISCREPANCIES TO THE OWNER'S REPRESENTATIVE.

2. THE EXISTING AIBOVE GROUND AND BELOW GROUND UTIUTY INFORMATION

SHOWN ON THESE DRAWINGS IS A COMPILATION OF A TOPOGRAPHIC SURVEY PERFORMED BY AXIN LAND SURVEYS, FIELD OBSERVATIONS AND RECORD DRAWINGS PROVIDED BY MERCY HOSPITAL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING ACTUAL SIZES LOCATIONS AND DEPTHS OF ALL EXISTING ABOVE GROUND AND BELOW GROUND UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION AND REPORT ALL DISCREPANCIES TO THE OWNER'S REPRESENTATIVE.

3. BENCH MARKS USED TO ESTABLISH VERTICAL CONTROL FOR THIS PROJECT ARE

AS FOLLOWS:

BM 1 - RR SPIKE IN POWER POLE AT NORTHEAST CORNER OF COBB AND LYNN STREET. ELEVATION= 1322.63. BM 2- NORTHWEST BOLT ON FIRE HYDRANT AT NORTHEAST CORNER OF COBB AND LESTIER STREETS. ELEVATION= 1318.25. BM 3 - NORTHWEST BOLT ON LAMP POST, EAST SIDE LESTER STREET, APPROX. 275 FEET NORTH OF COBB STREET. ELEVATION= 1332.18.

4. COORDINATE SYSTIEM USED TO ESTABLISH HORIZONTAL CONTROL FOR THIS

PROJECT ARE BASED ON MICHIGAN STATE PLANE COORDINATES, NAD63 CENTRAL ZONE, INTERNATIONAL FEET. THE COORDINATES SHOWN ON THE PLANS ARE BASED ON THIS SYSTIEM. TO CONVERT THE COORDINATES SHOWN ON THESE PLANS TO STATE PLANE COORDINATES, ADD 300,000 TO NORTHING COORDINATES AND 19,400,000 TO EASTING COORDINATES.

Figure 2: EROSION CONTROL AND GRADING NOTES

1. NO TREES ARE TO BE REMOVED AND/OR VEGETATION DISTIJRBED EXCEPT AS NEEDED FOR SITE CLEARING.

2. INSTALL INLET FILTERS AS REQUIRED AND WHERE DESIGNATED ON THE PLANS.

3. ALL LOCATIONS OF TEMPORARY SOIL EROSION AND WATER POLLUTION CONTROL

DEVICES SHALL BE SUBJECT TO ADJUSTMENT AS REQUIRED TO SUIT SPECIFIC SITE NEEDS OR AS MAY BE REQUIRED BY THE LOCAL GOVERNING AUTHORITIES.

4. WHEN THE TEMPORARY SOIL EROSION AND WATER POLLUTION CONTROL DEVICES ARE

NO LONGER REQUIRED FOR THE INTENDED PURPOSE, IN THE OPINION OF LOCAL AUTHORITIES, THEY SHALL BE REMOVED.

5. TOPSOIL IS TO BE STRIPPED FROM ALL CUT AND FILL AREAS, STOCKPILED AND

REPLACED IN ANY NON-PAVED AREAS TO A DEPTH OF 6" UPON COMPLETION OF GRADING AND PAVING. INSTALL A SILT FENCE OR SAND BAGS AROUND BASE OF STOCKPILES TO PREVENT SOIL WASHING INTO THE STORM SEWER SYSTEM.

6. SILT FENCES AND/OR INLET FILTERS ARE TO BE REPLACED AS EFFECTIVENESS IS

SIGNIFICANTLY REDUCED. SILT FENCES AND/OR INLET FILTERS ARE TO BE REMOVED BY THE CONTRACTOR WHEN SURFACES HAVE BEEN STABILIZED BY PERMANENT VEGETATION.

7. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE

CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON-SITE EROSION HAS BEEN STABILIZED. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED IN HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.

8. IN THE EVENT OF FAILURE OF THE TEMPORARY EROSION AND SEDIMENTATION

CONTROL FACILITIES, THE CONTRACTOR SHALL SUSPEND ALL WORK UNTIL ADDITIONAL MEANS OF EROSION CONTROL CAN BE IMPLEMENTED.

9. REMOVE WASTE MATERIALS, INCLUDING UNACCEPTABLE EXCAVATED MATERIAL,

TRASH, AND DEBRIS, AND DISPOSE OF IT LEGALLY OFF OWNER'S PROPERTY.

Figure 3: Water Main Profile

Figure 4: GENERAL NOTES

1. THE CONTRACTOR SHALL FIELD VERIFY THE SIZES, LOCATIONS, ELEVATIONS AND DETAILS OF

EXISTING CONDITIONS THAT AFFECT THE WORK AND SHALL INFORM THE OWNERS REPRESENTATIVE OF ANY DISCREPANCIES IN DIMENSIONS, SIZES, LOCATIONS AND CONDITIONS BEFORE PROCEEDING WITH THE WORK.

2. CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS AT THE SITE,

INCLUDING UTILITIES, SERVICES, ETC., AND SHALL BE FULLY RESPONSIBLE FOR ANY DAMAGES THEY CAUSES TO THE WORK OR PROPERTY OF ANY SEPARATE CONTRACTOR OR SUBCONTRACTOR ON THE PROJECT.

3. ALL DIMENSIONS AND COORDINATES SHOWN ARE TO BACK OF CURB, FACE OF INTEGRAL CURB

AND SIDEWALK, BACK OF SIDEWALK, FACE OF WALL, FACE OF BUILDING, CENTER OF PIPE, OR CENTER OF UTILITY STRUCTURE UNLESS OTHERWISE NOTED.

4. ALL EXISTING INFORMATION FOR SITE AND IMMEDIATE ADJACENT AREAS WAS OBTAINED FROM

A TOPOGRAPHIC SURVEY BY AXIN LAND SURVEYS, 231-876-1190, DATED 12-1-00. REFER TO TOPOGRAPHIC SURVEY DRAWING 1 OF 1.

5. ALL WORK SHALL CONFORM TO APPLICABLE STATE AND LOCAL CODES AND STANDARDS.

6. NOTIFY THE APPROPRIATE UTILITY COMPANIES THREE (3) WORKING DAYS PRIOR TO START OF

CONSTRUCTION.

7. CONTRACTOR SHALL PROVIDE ANY NECESSARY DEWATERING REQUIRED ON.SITIE TO FACILITATE CONSTRUCTION.

8. TEMPORARY FENCING, BARRICADING AND PEDESTRIAN ROUTING SHALL BE COORDINATED

WITH AND APPROVED BY OWNERS REPRESENTATIVE PRIOR TO CONSTRUCTION.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL DURING ALL PHASES OF CONSTRUCTION.

10. ALL ELEVATIONS ON THESE PLANS ARE BASED ON BENCHMARKS USED BY AXIN LAND SURVEYS

FOR THE TOPOGRAPHIC SURVEY. SEE TOPOGRAPHIC SURVEY DRAWING 1 OF 1.

11. THE TOPSOIL AND EXCESS CLEAN EXCAVATED SOIL STOCKPILE AREA WILL BE ESTABLISHED ON.SITE AT A LOCATION TO BE DETERMINED BY THE OWNER'S REPRESENTATIVE.

12. REMOVE EXCESS EXCAVATED MATERIAL, TRASH, DEBRIS, AND WASTE MATERIALS AND

DISPOSE OF IT OFF OWNER'S PROPERTY IN LEGAL MANNER.

13. REFER TO STRUCTURAL DRAWINGS FOR FILL REQUIREMENTS WITHIN THE BUILDING PAD INFLUENCE.

Figure 6: Foundation General Notes

1. FOOTINGS SHALL BE CARRIED DOWN TO UNDISTURBED SOIL HAVING A MINIMUM NET ALLOWABLE

BEARING CAPACITY OF 2000 POUNDS PER SQUARE FOOT.

2. DURING WINTER CONSTRUCTION, PROVIDE FROST PROTECTION FOR FOOTING AND AREA WITHIN 3 FEET OF THE FOOTING PERIMETER. PROTECT FOOTINGS IN ORDER TO PREVENT FREEZING AND HEAVING OF THE BEARING STRATUM.

3. FINISHED EXCAVATIONS AND BEARING GRADES SHALL BE INSPECTED AND APPROVED BEFORE ANY

CONCRETE IS PLACED.

4. THE EXPOSED SUBGRADE SOILS ARE SENSITIVE TO DISTURBANCE. CONSTRUCTION TRAFFIC OVER EXPOSED FOUNDATION SUBGRADES SHALL BE AVOIDED.

5. BACKFILL AGAINST FOUNDATION WALLS AND GRADE BEAMS: A. DO NOT PLACE BACKFILL UNTIL MASONRY STRENGTH HAS ATTAINED 80% OF ITS 28 DAY

STRENGTH. B. DO NOT BACKFILL BASEMENT WALLS UNTIL SLAB-ON-GRADE AND SUPPORTED SLAB ARE IN

PLACE AND HAVE ATTAINED 80% OF THE 28 DAY STRENGTH. C. PROVIDE BRACING FOR ALL FOUNDATION WALLS SUSTAINING MORE THAN 2 FEET OF

UNBALANCED EARTH PRESSURE. THIS BRACING IS TO REMAIN UNTIL THE PERMANENT RESTRAINTS BECOME EFFECTIVE.

6. CONCRETE FOR FOOTINGS AND GRADE BEAMS MAY BE PLACED AT CONTRACTOR'S OPTION INTO

UNFORMED TRENCHES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MINIMIZE SLOUGHING OF SIDEWALLS. WHERE SLOUGHING OCCURS, REMOVE SLOUGHED SOIL AND/OR OVER EXCAVATE. CUT TRENCH FOOTING SIDES IN VERTICAL MANNER TO NOT ALLOW TRENCH FOOTING TO “MUSHROOM OUT” NEAR THE TOP.

Figure 7: Masonry Wall Opening Reinforcement

Figure 8: Excavation Detail for Unsuitable Soil

Figure 9: Cabinet Unit Heater Piping

Figure 10: General Ductwork Symbols

Figure 11: Plumbing Designation

Figure 12: GENERAL PLUMBING NOTES

1. REFER TO PLUMBING FIXTURE PIPE SIZING SCHEDULE AND PLUMBING BRANCH PIPE

SIZING SCHEDULE TO SIZE ANY PLUMBING PIPE NOT SHOWN ON THE PLANS.

2. REFER TO PROJECT MANUAL SECTION 15410 FOR PLUMBING FIXTURE SPECIFICATIONS

3. REFER TO ARCHITECTURAL ELEVATIONS AND PLANS (“AQ” SERIES) FOR LOCATIONS OF

PLUMBING FIXTURES

4. CFCI = CONTRACTOR FURNISHED, CONTRACTOR INSTALLED, OFCI = OWNER

FURNISHED, CONTRACTOR INSTALLED, OFOI = OWNER FURNISHED, OWNER INSTALLED

5. COORDINATE ROUGH-IN LOCATIONS FOR ALL PLUMBING UTILITIES WITH OWNER

PURCHASE EQUIPMENT PROVIDER. PROVIDE FINAL CONNECTION. PROVIDE BALL VALVE

AT ROUGH-IN LOCATION.

6. DO NOT ROUTE ANY PIPING OVER ELECTRICAL EQUIPMENT.

7. ALL STORM AND SANITARY DRAINAGE PIPING SHALL BE SLOPED AT 1/8” PER FOOT

UNLESS NOTED OTHERWISE.

8. INSTALL ALL SLOPED PIPING TIGHT TO STRUCTURE AS POSSIBLE. MAINTAIN REQUIRED

SLOPE.

9. REFER TO ARCHITECTURAL DETAILS FOR SHOWER AND FLOOR DRAIN DETAILS.

10. PROVIDE TRAP PRIMERS FOR ALL FLOOR DRAINS.

11. PROVIDE BACKFLOW PREVENTERS AT CONNECTION TO EQUIPMENT REQUIRING WATER

CONNECTIONS. ROUTE DRAIN TO NEAREST FLOOR DRAIN OR SINK

12. PROVIDE SHUT-OFF VALVE FOR EACH PIPING SYSTEM IN THE SUPPLY AND RETURN

MAINS AND BRANCH LINES AT LOCATIONS FOR SUITABLE SERVICE.

13. REFER TO PROJECT MANUAL SECTION 15150 FOR CLEANOUT SIZING AND CLEARANCE

REQUIREMENTS.

14. FIELD VERIFY LOCATION OF EXISTING UTILITIES. EXTEND UTILITIES TO FIXTURES.

Figure 13: Plan View of Foyer

Figure 14: Existing Water Lines

Figure 15: GENERAL UTILITIES NOTES

1. DOWNSPOUT, WEEP TILE, FOOTING DRAINS, OR ANY CONDUIT, THAT CARRIES STORM OR

GROUND WATER SHALL BE CONNECTED TO THE NEAREST STORM SEWER, UNLESS NOTED OTHERWISE.

2. THE LOCATIONS AND ELEVATIONS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THE

PLANS ARE ONLY APPROXIMATE. NO GUARANTEE IS EITHER EXPRESSED OR IMPLIED AS TO THE COMPLETENESS OR ACCURACY THEREOF. THE CONTRACTOR SHALL BE EXCLUSIVELY RESPONSIBLE FOR DETERMINING THE EXACT UTILITY LOCATIONS AND ELEVATIONS PRIOR TO THE START OF CONSTRUCTION.

3. FOR PROTECTION OF UNDERGROUND UTILITIES THE CONTRACTOR SHALL CALL 1-800-482-7171

A MINIMUM OF THREE (3) WORKING DAYS PRIOR TO EXCAVATING IN THE VICINITY OF UTILITY LINES. ALL "MISS-DIG" PARTICIPATING MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF NOTIFYING UTILITY OWNERS WHO MAY NOT BE A PART OF THE "MIS8-DIG: ALERT SYSTEM.

4. THE CONTRACTOR SHALL HAND DIG, IF NECESSARY, ONLY AFTER SUCH SUCCESSFUL

NOTIFICATIONS, AS DIRECTED BY THE CITY AND/OR THE UTILITY OWNER TO DETERMINE THE EXACT LOCATION OF THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES.

5. POSITIVE PROVISIONS SHALL BE MADE TO INSURE THAT ALL UTILITY TRENCHES ARE FREE DRAINING DURING ALL PHASES OF CONSTRUCTION.

6. SLOPE SMOOTHLY BETWEEN INDICATED ELEVATIONS SO THAT ALL GRADED AREAS DRAIN TO

OUTLETS AND NO STORM WATER PONDING OCCURS ON-SITE.

7. COORDINATE CONSTRUCTION SCHEDULE WITH OWNER INCLUDING DELIVERIES, SHUTDOWNS AND DAILY WORK HOURS IN A TIMELY MANNER.

Figure 16: Masonry Wall Reinforcement Detail

Figure 17: General Notes for Concrete

1. CONCRETE IS NORMAL WEIGHT AND SHALL DEVELOP A MINIMUM COMPRESSIVE

STRENGTH OF 2500 PSI AT 28 DAYS.

2. CONCRETE BAR REINFORCEMENT SHALL BE NEW BILLET STEEL CONFORMING TO ASTM A615 (60,000 PSI YIELD). WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185, AND SHALL BE FURNISHED AND PLACED IN FLAT SHEETS. ALL ASTM STANDARDS SHALL BE LATEST EDITION.

3. GRADE BEAMS AND SLABS SHALL BE PLACED MONOLITHICALLY EXCEPT WHERE

OTHERWISE SHOWN. NO HORIZONTAL CONSTRUCTION JOINTS ARE TO BE MADE IN SLABS OR BEAMS, UNLESS SHOWN OR OTHERWISE NOTED.

4. MINIMUM CONCRETE COVER SHALL BE (UNLESS OTHERWISE NOTED):

a. UNFORMED SURFACES IN CONTACT WITH GROUND (FOOTING BOTTOMS) 3" b. SLABS ON GRADE (TOP COVER). 1"

c. FORMED SURFACES IN CONTACT WITH GROUND OR EXPOSED TO THE WEATHER (GRADE BEAMS, WALLS, ETC.). 2"

NOTE: MAXIMUM DEVIATION FROM THESE REQUIREMENTS SHALL BE +1/4" FOR SECTIONS TEN (10) INCHES OR LESS AND +1/2" FOR SECTIONS OVER TEN (10) INCHES THICK.

5. WHERE CONTINUOUS BARS ARE CALLED FOR, THEY SHALL BE RUN CONTINUOUSLY

AROUND CORNERS AND LAPPED AT NECESSARY SPLICES, AND HOOKED AT DISCONTINUOUS ENDS.

Figure 18: Glazing Near Doors