A06_0040597613-02_Drawings_MALU_Replace_Birth_Home_Lift.pdf

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GENERAL NOTES

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AutoCAD SHX Text GRADING NOTES 1. REMOVE AND DISPOSE OF ALL GRASS, WEEDS, ROOTS, AND OTHER DEBRIS FROM THE AREA REMOVE AND DISPOSE OF ALL GRASS, WEEDS, ROOTS, AND OTHER DEBRIS FROM THE AREA TO BE EXCAVATED, FILLED, OR GRADED. REFER TO DEMOLITION PLANS FOR TREE REMOVAL OR SPECIAL INSTRUCTIONS 2. COMPACT GRADED AGGREGATE BASE TO ONE HUNDRED (100) PERCENT MODIFIED PROCTOR COMPACT GRADED AGGREGATE BASE TO ONE HUNDRED (100) PERCENT MODIFIED PROCTOR DENSITY. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL SURFACE AND GROUNDWATER CONTROL THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL SURFACE AND GROUNDWATER CONTROL MEASURES. CONTRACTOR SHALL SUBMIT A DEWATERING PLAN IF NECESSARY FOR APPROVAL PRIOR TO INSTALLATION. 4. ALL OUTFALLS FROM DEWATERING OPERATIONS MUST BE DISCHARGED INTO AN EROSION ALL OUTFALLS FROM DEWATERING OPERATIONS MUST BE DISCHARGED INTO AN EROSION CONTROL FILTERING DEVICE. DISCHARGING DIRECTLY TO A WATERWAY OR STORM COLLECTION SYSTEM WITHOUT FILTERING IS PROHIBITED. 5. EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED PRIOR TO ANY GRADING ON EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED PRIOR TO ANY GRADING ON SITE. CONTRACTOR SHALL STOCKPILE SUFFICIENT TOPSOIL TO PROVIDE A MIN. 2" LAYER OF TOPSOIL WITHIN FINAL LANDSCAPE AREAS. 6. ALL O.S.H.A. CONSTRUCTION REQUIREMENTS SHALL BE STRICTLY ADHERED TO. ALL O.S.H.A. CONSTRUCTION REQUIREMENTS SHALL BE STRICTLY ADHERED TO. 7. MAXIMUM CUT OR FILL SLOPE IS 2H : 1V. MAXIMUM CUT OR FILL SLOPE IS 2H : 1V. 8. ALL DISTURBED AREAS INCLUDING BUT NOT LIMITED TO PAVEMENT REMOVAL, GRADING AND ALL DISTURBED AREAS INCLUDING BUT NOT LIMITED TO PAVEMENT REMOVAL, GRADING AND DRAINAGE AND WALKWAY AND HANDRAIL REPLACEMENT SHALL BE GRADED SMOOTH AND RECEIVE 2 INCHES OF TOPSOIL, CONTRACTOR TO PROVIDE TOPSOIL IF NOT AVAILABLE ON SITE. THE AREAS SHALL BE SEEDED AND MULCHED, FERTILIZED AND WATERED TO PROVIDE A HEARTY MOWABLE STAND OF GRASS. SMALL ROCKS MUST BE REMOVED. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT. ALL DISTURBED AREAS PLANTED WITH GRASS SHALL MATCH EXISTING SPECIES.

AutoCAD SHX Text GENERAL EROSION & SEDIMENTATION CONTROL NOTES: 1. ALL DISTURBED AREAS SHALL HAVE EROSION CONTROL MEASURES PROVIDED IN ALL DISTURBED AREAS SHALL HAVE EROSION CONTROL MEASURES PROVIDED IN ACCORDANCE WITH THE MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA CURRENT MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA CURRENT IN GEORGIA CURRENT EDITION. 2. ALL CONSTRUCTION SHALL CONFORM TO THE NATIONAL PARK SERVICE, THE CITY OF ATLANTA, ALL CONSTRUCTION SHALL CONFORM TO THE NATIONAL PARK SERVICE, THE CITY OF ATLANTA, GEORGIA, O.S.H.A. AND/OR GEORGIA DEPARTMENT OF TRANSPORTATION (GDOT) STANDARDS AND SPECIFICATIONS, CURRENT EDITION. 3. THE NOTATIONS SHOWN ON THE EROSION CONTROL PLAN SHEET(S) AND ON THE EROSION THE NOTATIONS SHOWN ON THE EROSION CONTROL PLAN SHEET(S) AND ON THE EROSION CONTROL DETAIL SHEET FOR THE EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES, REFERS TO THE GEORGIA UNIFORM CODING SYSTEM AS DETAILED IN THE MANUAL MANUAL FOR EROSION AND SEDIMENT CONTROL, CURRENT EDITION. , CURRENT EDITION. 4. EROSION CONTROL DEVICES WILL BE IN PLACE BEFORE SITE DISTURBANCE AND WILL BE EROSION CONTROL DEVICES WILL BE IN PLACE BEFORE SITE DISTURBANCE AND WILL BE PERIODICALLY INSPECTED AND REPAIRED OR RESTORED AS NEEDED TO FUNCTION PROPERLY UNTIL PERMANENT MEASURES ARE ESTABLISHED AND PROJECT IS COMPLETE. SILT BARRIER TO BE PLACED AS SHOWN AND/OR AS DIRECTED BY THE CONTRACTING OFFICER AND/OR INSPECTOR. 5. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES, PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES. 6. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. 7. TEMPORARY VEGETATION AND/OR HEAVY MULCH WILL BE USED TO STABILIZE AREAS. IN NO TEMPORARY VEGETATION AND/OR HEAVY MULCH WILL BE USED TO STABILIZE AREAS. IN NO CASE SHALL A SITE BE LEFT BARE FOR MORE THAN SEVEN (7) DAYS; DISTURBED AREAS IDLE/EXPOSED FOR 30-DAYS SHALL BE STABILIZED WITH PERMANENT VEGETATION. 8. EROSION AND SEDIMENT CONTROL DEVICES MUST BE MAINTAINED IN A SATISFACTORY EROSION AND SEDIMENT CONTROL DEVICES MUST BE MAINTAINED IN A SATISFACTORY CONDITION 24 HOURS A DAY, 7 DAYS A WEEK. 9. ADDITIONAL MEASURES MAY BE REQUIRED TO CONTROL EROSION AS DETERMINED NECESSARY ADDITIONAL MEASURES MAY BE REQUIRED TO CONTROL EROSION AS DETERMINED NECESSARY BY THE CONTRACTING OFFICER. 10. THE CONTRACTOR SHALL INSTALL NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS, AND THE CONTRACTOR SHALL INSTALL NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS, AND OTHER TRAFFIC CONTROL MEASURES FOR THE PROTECTION AND SAFETY OF THE PUBLIC. TRAFFIC CONTROL DEVICES AND MEASURES SHALL BE PROVIDED AND MAINTAINED THROUGHOUT ALL CONSTRUCTION ACTIVITIES AND SHALL CONFORM TO CITY OF ATLANTA AND GEORGIA DEPARTMENT OF TRANSPORTATION (GDOT) STANDARDS AND SPECIFICATIONS, CURRENT EDITION. INTERRUPTION TO TRAFFIC FLOW TO BE MINIMIZED DURING PEAK TRAFFIC HOURS. 11. THE CONTRACTOR SHALL COMPLETELY REMOVE ALL TEMPORARY EROSION AND SEDIMENT THE CONTRACTOR SHALL COMPLETELY REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (I.E. SILT FENCE, SEDIMENT TRAPS, ETC...) AND TREE PROTECTION FENCING ONCE PERMANENT VEGETATION IS ESTABLISHED. 12. THE CONTRACTOR IS RESPONSIBLE FOR MONITORING DOWNSTREAM CONDITIONS THROUGHOUT THE CONTRACTOR IS RESPONSIBLE FOR MONITORING DOWNSTREAM CONDITIONS THROUGHOUT THE CONSTRUCTION PERIOD AND FOR CLEARING ANY DEBRIS AND SEDIMENT THAT IS CAUSED BY CONSTRUCTION ACTIVITIES. 13. ALL DISTURBED AREAS WILL BE PERMANENTLY LANDSCAPED AND GRASSED TO MATCH EXISTING ALL DISTURBED AREAS WILL BE PERMANENTLY LANDSCAPED AND GRASSED TO MATCH EXISTING GRASSES AS QUICKLY AS POSSIBLE. 14. WHEN HAND PLANTING, MULCH (STRAW) SHOULD BE UNIFORMLY SPREAD OVER SEEDED AREA WHEN HAND PLANTING, MULCH (STRAW) SHOULD BE UNIFORMLY SPREAD OVER SEEDED AREA WITHIN 24-HOURS OF SEEDING. ALL APPLICATIONS OF HYDROSEED WILL BE FOLLOWED BY " 12" TO 1" MULCH. 15. ALL GRASSING SHALL BE IN ACCORDANCE WITH CHAPTER 6, SECTION II "VEGETATIVE ALL GRASSING SHALL BE IN ACCORDANCE WITH CHAPTER 6, SECTION II "VEGETATIVE MEASURES" OF THE MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA, CURRENT MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA, CURRENT CURRENT EDITION IN GEORGIA. 16. ALL TEMPORARY AND PERMANENT SEEDING MUST BE PERFORMED AT THE APPROPRIATE ALL TEMPORARY AND PERMANENT SEEDING MUST BE PERFORMED AT THE APPROPRIATE SEASON. IN SUCH INSTANCES WHERE THE ESTABLISHMENT OF VEGETATION IS INOPPORTUNE DUE TO SEASON OR DROUGHT, DISTURBED AREAS SHALL BE TEMPORARILY STABILIZED USING 2"-4" OF MULCH (Ds1). ON SLOPES 4:1 OR STEEPER, MULCH WILL BE ANCHORED. ADDITIONAL PLANTINGS WILL BE NECESSARY IF A SUFFICIENT STAND OF GRASS FAILS TO GROW. 17. SILT FENCE TO HAVE WOVEN WIRE FENCE BACKING WITH METAL POSTS. SILT FENCE FABRIC SILT FENCE TO HAVE WOVEN WIRE FENCE BACKING WITH METAL POSTS. SILT FENCE FABRIC MUST BE FOUND ON GDOT QUALIFIED PRODUCTS LIST. 18. WHEN SILT FENCES BECOME1/3 FULL OF SEDIMENT, THE SEDIMENT MUST BE REMOVED. WHEN SILT FENCES BECOME1/3 FULL OF SEDIMENT, THE SEDIMENT MUST BE REMOVED. 19. MAINTENANCE OF ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES AND PRACTICES, MAINTENANCE OF ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES AND PRACTICES, WHETHER TEMPORARY OR PERMANENT, SHALL BE AT ALL TIMES THE RESPONSIBILITY OF THE CONTRACTOR. 20. FOR SLOPE STABILIZATION LAND DISTURBANCE, EROSION CONTROL MATTING AND BLANKETS FOR SLOPE STABILIZATION LAND DISTURBANCE, EROSION CONTROL MATTING AND BLANKETS SHALL BE USED ON ALL SLOPES EXCEEDING 3:1. 21. SILT FENCE AND HAY BALE BARRIERS SHALL BE CLEANED OR REPLACED AND MAINTAINED IN SILT FENCE AND HAY BALE BARRIERS SHALL BE CLEANED OR REPLACED AND MAINTAINED IN FUNCTIONAL CONDITION UNTIL PERMANENT EROSION CONTROL MEASURES ARE ESTABLISHED. 22. ANY ADDITIONAL CONSTRUCTION OTHER THAN SHOWN ON THIS PLAN WILL REQUIRE ADDITIONAL ANY ADDITIONAL CONSTRUCTION OTHER THAN SHOWN ON THIS PLAN WILL REQUIRE ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES AND PRIOR APPROVAL FROM THE CITY OF ATLANTA ENGINEERING DIVISION.

AutoCAD SHX Text SURVEY NOTES: 1. PRIMARY GPS CONTROL WAS ESTABLISHED VIA RTK GPS COMPARED WITH TRIMBLE RTX PRIMARY GPS CONTROL WAS ESTABLISHED VIA RTK GPS COMPARED WITH TRIMBLE RTX PROCESSING. 2. THE ELEVATIONS SHOWN HEREON WERE ESTABLISHED VIA DIFFERENTIAL LEVELING FROM THE THE ELEVATIONS SHOWN HEREON WERE ESTABLISHED VIA DIFFERENTIAL LEVELING FROM THE NGS MONUMENT "EDGEWOOD" HAVING A NAVD ELEVATION OF 1021.80'. 3. FIELD MEASUREMENTS FOR THIS SURVEY WERE OBTAINED WITH A TRIMBLE S6 ROBOTIC TOTAL FIELD MEASUREMENTS FOR THIS SURVEY WERE OBTAINED WITH A TRIMBLE S6 ROBOTIC TOTAL STATION. 4. THE FIELD DATA UPON WHICH THIS MAP OR PLAT IS BASED HAS A CLOSURE PRECISION OF THE FIELD DATA UPON WHICH THIS MAP OR PLAT IS BASED HAS A CLOSURE PRECISION OF ONE PART IN 63,402 AND WAS ADJUSTED USING THE NETWORK LEAST SQUARES METHOD. 5. THIS TOPOGRAPHIC SURVEY DID NOT INCLUDE A BOUNDARY SURVEY. ANY BOUNDARY LINES THIS TOPOGRAPHIC SURVEY DID NOT INCLUDE A BOUNDARY SURVEY. ANY BOUNDARY LINES SHOWN HEREON ARE FOR INFORMATIONAL PURPOSES ONLY. 6. THIS TOPOGRAPHIC SURVEY INCLUDES INFORMATION IN ONLY THE AREAS REQUESTED BY THE THIS TOPOGRAPHIC SURVEY INCLUDES INFORMATION IN ONLY THE AREAS REQUESTED BY THE NATIONAL PARK SERVICE. 7. SANITARY SEWER SERVICE IS THE ONLY UNDERGROUND UTILITY LOCATED DURING THIS SURVEY. SANITARY SEWER SERVICE IS THE ONLY UNDERGROUND UTILITY LOCATED DURING THIS SURVEY. 8. THIS DRAWING ONLY REFLECTS AND VERIFIES THE FIELD SURVEY DATA OF THOSE FEATURES THIS DRAWING ONLY REFLECTS AND VERIFIES THE FIELD SURVEY DATA OF THOSE FEATURES AND CONDITIONS PRESENT AS OF MARCH 13, 2020. 9. PERFORMING A BOUNDARY SURVEY WAS NOT INCLUDED IN THIS CONTRACT. ANY PROPERTY PERFORMING A BOUNDARY SURVEY WAS NOT INCLUDED IN THIS CONTRACT. ANY PROPERTY INFORMATION SHOWN HEREON IS APPROXIMATELY PLACED BASED ON FEATURES LOCATED DURING THE TOPOGRAPHIC SURVEY.

AutoCAD SHX Text GENERAL SITE NOTES: 1. THIS SITE IS LOCATED AT 501 AUBURN AVENUE, ATLANTA, GEORGIA 30312. THIS SITE IS LOCATED AT 501 AUBURN AVENUE, ATLANTA, GEORGIA 30312. 2. EXISTING UTILITIES AND INFORMATION IS SHOWN IN AN APPROXIMATE WAY. IT IS THE EXISTING UTILITIES AND INFORMATION IS SHOWN IN AN APPROXIMATE WAY. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY INFORMATION AND LOCATION GIVEN ON THE DRAWING IN ORDER TO AVOID ANY CONFLICTS IN THE FIELD. 3. TOTAL PROPERTY AREA = 0.173 ACRES, TOTAL PROPERTY AREA = ± 0.173 ACRES,TOTAL DISTURBED AREA = ± 0.013 ACRES4. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO ANY EXISTING THE CONTRACTOR IS RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO ANY EXISTING IMPROVEMENTS, ONSITE OR OFF SITE, SUCH AS PAVEMENT, UTILITIES, STORM DRAINAGE, ETC. THE REPAIR MUST BE APPROVED BY THE CONTRACTING OFFICER AND BE EQUAL OR BETTER THAN EXISTING CONDITIONS. 5. SITE CONTRACTOR SHALL SUPPLY AS-BUILT PLANS INDICATING ALL IMPROVEMENTS, CHANGES SITE CONTRACTOR SHALL SUPPLY AS-BUILT PLANS INDICATING ALL IMPROVEMENTS, CHANGES AND DEVIATIONS. 6. ANY UNANTICIPATED CONDITIONS ENCOUNTERED DURING THE CONSTRUCTION PROCESS SHALL ANY UNANTICIPATED CONDITIONS ENCOUNTERED DURING THE CONSTRUCTION PROCESS SHALL BE IDENTIFIED TO THE CONTRACTING OFFICER IMMEDIATELY. 7. ALL NEW REPLACEMENT CONCRETE WHERE EXISTING IS REMOVED SHALL MATCH THE EXISTING ALL NEW REPLACEMENT CONCRETE WHERE EXISTING IS REMOVED SHALL MATCH THE EXISTING ADJACENT CONCRETE IN MATRIX COLOR AND AGGREGATE SIZE, CHARACTER AND COLOR. 8. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAGING AND SEQUENCING PLAN TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO CONSTRUCTION.

AutoCAD SHX Text GENERAL EROSION & SEDIMENTATION CONTROL NOTES CONTINUED: 23. NO CLEARING BEYOND THE LIMITS OF DISTURBANCE SHOWN ON THE APPROVED PLANS SHALL BE ALLOWED. 24. NO LAND DISTURBING ACTIVITY WITHIN ANY TREE SAVE AREA SHALL BE ALLOWED. 25. EROSION CONTROL DEVICES THAT ARE INSTALLED AS DIRECTED BY THE CONTRACTING OFFICER BUT NOT SHOWN ON THE APPROVED PLAN AND WHICH ALSO SUBSEQUENTLY FAIL ARE THE RESPONSIBILITY OF THE CONTRACTOR. 26. NOTICE IS HEREBY GIVEN THAT ALL EROSION AND SEDIMENT DEVICES AND PRACTICES MUST BE INSTALLED AND MAINTAINED AT ALL TIMES. NO FURTHER NOTICE WILL BE GIVEN. ANY SITE UPON WHICH THE CONTRACTING OFFICER FINDS ANY DEFICIENCY WILL BE SUBJECT TO AN IMMEDIATE ENFORCEMENT ACTION WITHOUT WARNING. 27. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN QUALIFIED PROFESSIONAL ADVICE WHEN QUESTIONS ARISE CONCERNING DESIGN AND EFFECTIVENESS OF EROSION CONTROL DEVICES. 28. CONTRACTOR SHALL REFER TO EROSION CONTROL PLANS FOR CONSTRUCTION ENTRANCE/EXIT AND STAGING AREA. 29. CONTRACTOR SHALL PROVIDE TEMPORARY WATER OR ELECTRICAL SERVICE AS NEEDED FOR CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH PARK SERVICE REGARDING ON SITE WATER OR ELECTRICAL USAGE.

AutoCAD SHX Text UTILITY AND STORM DRAINAGE NOTES 1. PRIOR TO EXCAVATION AND INSTALLATION OF ANY UNDERGROUND UTILITY, STORM DRAINAGE PRIOR TO EXCAVATION AND INSTALLATION OF ANY UNDERGROUND UTILITY, STORM DRAINAGE FACILITIES, GRADING & PAVING, AND OTHER RELATED CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CONTACT THE LOCAL UTILITY LOCATING COMPANY. THE CONTRACTOR SHALL ALSO BE REQUIRED TO COORDINATE DIRECTLY (AS NECESSARY) WITH EACH APPLICABLE UTILITY AGENCY FOR APPROPRIATE FILED LOCATION MARKING. THE CONTRACTOR SHALL BE RESPONSIBLE TO ASSURE THAT ALL EXISTING UTILITIES HAVE BEEN LOCATED AND MARKED TO PERFORM THE WORK IN A SAFE MANNER WITHOUT DAMAGE TO EXISTING UTILITIES. 2. THE CONTRACTOR SHALL COORDINATE WITH EACH UTILITY AGENCY FOR INSTALLATION OF THE CONTRACTOR SHALL COORDINATE WITH EACH UTILITY AGENCY FOR INSTALLATION OF SERVICE, ROUTE SELECTION, AND OTHER ISSUES PERTAINING TO INSTALLATION. 3. PROVIDE #57 STONE BACKFILL IN ACCORDANCE WITH MANUFACTURER'S DETAIL. PROVIDE #57 STONE BACKFILL IN ACCORDANCE WITH MANUFACTURER'S DETAIL. 4. ANY PIPES LOCATED BENEATH WALLS SHALL BE FULLY ENCASED IN CONCRETE. ANY PIPES LOCATED BENEATH WALLS SHALL BE FULLY ENCASED IN CONCRETE.

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20"HWD

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CONCRETE

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CONC. WALL

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WALL

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CONCRETE

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COLUMN(S)

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UNITED STATES OF AMERICA PARCEL ID: 14-0046-0012-152-2 DEED BOOK 26596, PAGE 250

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SIDEWALK

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PORCH

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PORCH

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TIMBER WALL

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AUBURN AVE. NE 60' R/W

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WALL

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WALL

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WALL

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SIDEWALK

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HAND RAIL

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HAND RAIL

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WOODEN FENCE 6' HIGH

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WOODEN FENCE 6' HIGH

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GATE

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UNITED STATES OF AMERICA PARCEL ID: 14-0046-0012-154-8 DEED BOOK 26317, PAGE 127

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SIGN MLK HOUSE

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STAIRS

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WALL

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UNITED STATES OF AMERICA PARCEL ID: 14-0046-0012-153-0 DEED BOOK 59463, PAGE 136

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SEE SITE INSET

AutoCAD SHX Text NEW CONCRETE PAVEMENT SECTION NEW ABA LIFT WITH ATTACHED STATIONARY RAMP (REFER TO ARCH. PLANS FOR DETAILS) EXISTING DECK COLUMNS TO REMAIN. REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR SELECT DEMOLITION AND NEW WORK AT DECK COLUMN FOOTINGS EXISTING CONCRETE PAD FOR ELECTRIC METER TO REMAIN. CONTRACTOR TO PROTECT CONCRETE DURING CONSTRUCTION. SEE GRADING PLAN FOR MORE DETAILED INFORMATION. CONCRETE CURB WITH VARYING HEIGHT. SEE GRADING PLAN FOR MORE DETAILED INFORMATION. 1'x2' CONCRETE SPLASH PAD FOR PROPOSED DOWNSPOUT. SEE UTILITY PLAN FOR MORE DETAILED INFORMATION. NEW LANDSCAPE AREA SAWCUT AND REPLACE CONCRETE AT EXISTING PAVEMENT JOINT NEW SAWCUT LINE

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SITE PLAN KEY NOTES :

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UNITED STATES OF AMERICA PARCEL ID: 14-0046-0012-152-2 DEED BOOK 26596, PAGE 250

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UNITED STATES OF AMERICA PARCEL ID: 14-0046-0012-154-8 DEED BOOK 26317, PAGE 127

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UNITED STATES OF AMERICA PARCEL ID: 14-0046-0012-153-0 DEED BOOK 59463, PAGE 136

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SEE DEMOLITION & EROSION INSET

AutoCAD SHX Text EXISTING CONCRETE SIDEWALK SECTION TO BE REMOVED EXISTING ABA LIFT AND ATTACHED RAMP TO BE REMOVED SILT FENCE TO BE REMOVED ONCE CONCRETE PAD AND PIPE OUTFALL ARE CONSTRUCTED SAWCUT LIMITS OF PAVEMENT ALIGN WITH BACK OF COLUMN FOOTINGS. REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR SELECT DEMOLITION AND NEW WORK AT DECK COLUMN FOOTINGS EXISTING WOODEN FENCE TO REMAIN AND BE PROTECTED DURING CONSTRUCTION

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DEMOLITION KEY NOTES

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LIMITS OF DISTURBANCE

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LANDSCAPE AREA TO BE REMOVED

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UNITED STATES OF AMERICA PARCEL ID: 14-0046-0012-152-2 DEED BOOK 26596, PAGE 250

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AUBURN AVE. NE 60' R/W

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SEE GRADING INSET

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FFE: 1032.54

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EG VARIES BETWEEN 1032.53 & 1032.54

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FFE: 1032.54

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EG VARIES BETWEEN 1032.55 & 1032.58

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EG: 32.52

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EG: 32.50

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EG: 32.50

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EG:32.49

AutoCAD SHX Text 1.8%

AutoCAD SHX Text 32.45

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EG: 1032.53

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AutoCAD SHX Text 1.1%

AutoCAD SHX Text 1.9%

AutoCAD SHX Text 32.45

AutoCAD SHX Text 32.44

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EG: 1032.53

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AutoCAD SHX Text 32.39

AutoCAD SHX Text 32.44

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EG: 1032.53

AutoCAD SHX Text 1.4%

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EG: 1032.53

AutoCAD SHX Text 1.8%

AutoCAD SHX Text 1.6%

AutoCAD SHX Text 32.41

AutoCAD SHX Text 1%

AutoCAD SHX Text 1%

AutoCAD SHX Text 32.43

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EG: 1032.53

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EG: 1032.25

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EG: 1032.27

AutoCAD SHX Text 32.46

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EG: 1032.51

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EG: 32.39

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EG: 1032.52

AutoCAD SHX Text 32.43

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GRADING AND DRAINAGE PLAN

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SCALE OF FEET

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GRADING INSET

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UNITED STATES OF AMERICA PARCEL ID: 14-0046-0012-152-2 DEED BOOK 26596, PAGE 250

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AUBURN AVE. NE 60' R/W

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UNITED STATES OF AMERICA PARCEL ID: 14-0046-0012-154-8 DEED BOOK 26317, PAGE 127

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UNITED STATES OF AMERICA PARCEL ID: 14-0046-0012-153-0 DEED BOOK 59463, PAGE 136

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FDC

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AC

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AC

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SEE SITE INSET

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SEE UTILITY INSET

AutoCAD SHX Text DOWNSPOUT ROUTED ABOVE GROUND TO TURNDOWN AND DISCHARGE OUTSIDE FACE OF WALL. REFER TO ARCHITECTURAL PLANS FOR SIZE AND TYPE OF PIPE. CONCRETE SPLASH PAD FOR DOWNSPOUT MAINTAIN 2" CLEARANCE BETWEEN BASE OF SCREEN WALL AND TOP OF PIPE.

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UTILITY PLAN KEY NOTES :

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AC

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AC

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UTILITY PLAN

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UTILITY INSET

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DRY STRAW (OR, HAY)

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2 - 4 INCHES

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2-1/2 TONS / ACRE

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MATERIAL

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BROADCAST RATE

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MATERIAL DEPTH

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- DISTURBED AREA STABILIZATION (w/ MULCHING ONLY)

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WOOD WASTE (CHIPS, SAWDUST, OR BARK)

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CUTBACK ASPHALT (SLOW CURING)

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POLYETHYLENE FILM

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GEOTEXTILES, JUTE MATTING, NETTING, ETC...

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6 - 9 TONS / ACRE

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1,200 GAL. / ACRE (1/4 GAL. / SQ.YD.)

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REFER TO MANUFACTURER'S RECOMMENDATIONS

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REFER TO MANUFACTURER'S RECOMMENDATIONS

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2 - 3 INCHES

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AutoCAD SHX Text NOTE: REFER TO PAGES 6-33 AND 6-34 OF THE GEORGIA SOIL AND WATER CONSERVATION COMMISSION MANUAL FOR EROSION AND SEDIMENT MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA, CURRENT EDITION, FOR ADDITIONAL , CURRENT EDITION, FOR ADDITIONAL INFORMATION.

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NOT TO SCALE

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DISTURBED AREA STABILIZATION (WITH MULCHING ONLY)

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SUBBASE SEE NOTE #3

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4000 PSI COMPRESSIVE STRENGTH CONCRETE MIX PER SPECIFICATION.

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4" AGGREGATE BASE COURSE SEE NOTE #1.

AutoCAD SHX Text NOTES: : 1. MINIMUM PAVEMENT THICKNESS RECOMMENDED TO BE MINIMUM PAVEMENT THICKNESS RECOMMENDED TO BE 6" CONCRETE, 4" AGGREGATE BASE (NO DESIGN PERFORMED) 2. ALTERNATIVE OPTION WOULD BE FOR CONTRACTOR TO ALTERNATIVE OPTION WOULD BE FOR CONTRACTOR TO MATCH EXISTING CONCRETE PAVEMENT SECTION 3. REVIEW BY GEOTECHNICAL ENGINEER IS REQUIREDREVIEW BY GEOTECHNICAL ENGINEER IS REQUIRED

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%%U CONCRETE PAVEMENT

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NOT TO SCALE

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2. CONCRETE FOR CURB SHALL BE 3,000 P.S.I.

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A MINIMUM OF 250 FEET.

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JOINTS AT ALL DRAINAGE STRUCTURES AND AT

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1. CONCRETE CURBS SHALL HAVE 1/2" EXPANSION

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%%UNOTES:%%U

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AutoCAD SHX Text 12"

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%%U CONCRETE HEADER CURB

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NOT TO SCALE

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EXISTING PAVEMENT UNDER STAIRS

AutoCAD SHX Text EXISTING STAIR FOOTING. REFER TO ARCHITECTURAL PLANS FOR DETAILS ON PROPOSED WORK

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PROPOSED CONCRETE PAVEMENT

AutoCAD SHX Text CURB HEIGHT VARIES FROM 0-1.2". SEE C4 GRADING & DRAINAGE PLAN FOR ELEVATION OF PROPOSED PAVEMENT

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TOP OF CURB MATCHES EXISTING PAVEMENT ELEVATION

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PROPOSED ±8" CONCRETEHEADER CURB WITH VARYING HEIGHT

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SECTION

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EXISTING STAIR COLUMN. REFER TO ARCHITECTURAL PLANS FOR DETAILS ON PROPOSED WORK

AutoCAD SHX Text PROPOSED SCREEN WALL ATTACHED TO EXISTING STAIR COLUMNS. REFER TO ARCHITECTURAL PLANS FOR MORE INFORMATION.

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VERTICAL SAW CUT 38" WIDE (MIN.)

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1 " MIN. 14" MIN. CLEARANCE

AutoCAD SHX Text DOWEL SLEEVE (CLOSED END) TO FIT DOWEL AND BE SECURED. TO BE INSTALLED 1'-0" C.C.

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24" LUBRICATED NO. 8 SMOOTH DOWEL

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2" (MIN.)

AutoCAD SHX Text URETHANE JOINT SEALING COMPOUND (TOP " NO SEALING COMPOUND)14" NO SEALING COMPOUND)

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5" TYPICAL (SEE GEOTECH REPORT FOR RECOMMENDATIONS

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12 DEPTH

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#3 BARS ON 18" CTRS. BOTH WAYS

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5" TYPICAL (CONTACT GEOTECH ENGINEER FOR RECOMMENDATIONS

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12 DEPTH

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#3 BARS ON 16" ON CENTER EACH WAY

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LUBRICATE THIS END

AutoCAD SHX Text 12" DECK-O-FOAM EXPANSION JOINT FILLER W/ PRE-SCORED STRIP OR OTHER CFA APPROVED MATERIAL

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URETHANE JOINT SEALING COMPOUND

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AutoCAD SHX Text NOTE: : 1. GENERAL CONTRACTOR SHALL CONTACT GEOTECHNICAL GENERAL CONTRACTOR SHALL CONTACT GEOTECHNICAL ENGINEER FOR PAVEMENT SECTION REQUIREMENTS.

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SUBBASE SEE NOTE #1

AutoCAD SHX Text NOTES: : 1. JOINT SPACING TO BE 12' x 12' WITH EVERY JOINT SPACING TO BE 12' x 12' WITH EVERY OTHER JOINT BEING AN EXPANSION JOINT.

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%%U CONCRETE JOINT

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NOT TO SCALE

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%%U EXPANSION JOINT

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NOT TO SCALE

AutoCAD SHX Text NOTES: : 1. NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH AND 6 INCH PAVEMENT THICKNESS. 2. LONGITUDINAL BUTT CONSTRUCTION MAY BE UTILIZED IN LONGITUDINAL BUTT CONSTRUCTION MAY BE UTILIZED IN PLACE OF LONGITUDINAL HINGED (KEYWAY) JOINT AT CONTRACTOR'S OPTION. 3. DOWEL BARS SHALL BE DRILLED INTO PAVEMENT DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USE OF A MECHANICAL EQUIPMENT. 4. DRILLING BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL DRILLING BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL BARS INTO WET CONCRETE NOT ACCEPTABLE. 5. JOINT SPACING TO BE 24'X24' (EVERY OTHER JOINT)JOINT SPACING TO BE 24'X24' (EVERY OTHER JOINT)

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%%U CONCRETE SPLASH PAD

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NOT TO SCALE

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CONSTRUCTION AND EROSION DETAILS

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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OF

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KRJ

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KRJ

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GNK

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MARTIN LUTHER KING, JR. N.H.P.

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AutoCAD SHX Text MAINTENANCE STATEMENT (Sd1-B): SEDIMENT SHALL BE REMOVED ONCE IT HAS ACCUMULATED TO ONE-HALF THE ORIGINAL HEIGHT OF THE BARRIER. FILTER FABRIC SHALL BE REPLACED WHENEVER IT HAS DETERIORATED TO SUCH AN EXTENT THAT THE EFFECTIVENESS OF THE FABRIC IS REDUCED (APPROXIMATELY SIX MONTHS). TEMPORARY SEDIMENT BARRIERS SHALL REMAIN IN PLACE UNTIL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. ALL SEDIMENT ACCUMULATED AT THE BARRIER SHALL BE REMOVED AND PROPERLY DISPOSED OF BEFORE THE BARRIER IS REMOVED.

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JAN. 1 - JAN. 31

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40 LBS.

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0.9 LBS.

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FEB. 1 - FEB. 29

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MAR. 1 - MAR. 31

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APR. 1 - APR. 30

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MILLET, BROWNTOP

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MAY 1 - MAY 31

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JUN. 1 - JUN. 30

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SUDANGRASS

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60 LBS.

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1.4 LBS.

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JUL. 1 - JUL. 31

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SUDANGRASS

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AUG. 1 - AUG. 31

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SEP. 1 - SEP. 30

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RYEGRASS, ANNUAL

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40 LBS.

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0.9 LBS.

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OCT. 1 - OCT. 31

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NOV. 1 - NOV. 30

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DEC. 1 - DEC. 31

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RYEGRASS, ANNUAL

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RYEGRASS, ANNUAL

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RYEGRASS, ANNUAL

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RYEGRASS, ANNUAL

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RYEGRASS, ANNUAL

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RYEGRASS, ANNUAL

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MILLET, BROWNTOP

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PLANTING DATES

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TEMPORARY SEED SPECIES

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BROADCAST RATE / ACRE

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SOUTHERN PIEDMONT VEGETATION PLAN

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- DISTURBED AREA STABILIZATION W/ TEMPORARY SEED

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- TEMPORARY VEGETATION / MULCHING

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SUDANGRASS

AutoCAD SHX Text GENERAL: THIS VEGETATIVE PLAN WILL BE CARRIED OUT ON CUT AND FILL SLOPES, SHOULDERS, AND OTHER CRITICAL AREAS CREATED BY CONSTRUCTION. SEEDING WILL BE DONE AS SOON AS CONSTRUCTION IN AN AREA IS COMPLETED. PLANS WILL BE MADE TO CONTROL EROSION, TO REDUCE DAMAGES FROM SEDIMENT AND RUNOFF TO DOWNSTREAM AREAS, AND TO IMPROVE THE SAFETY AND BEAUTY OF THE DEVELOPMENT AREA. TREATMENT SPECIFICATIONS: (CONVENTIONAL SEEDING EQUIPMENT ON SLOPES LESS THAN 3:1) GRADE, SHAPE, AND SMOOTH WHERE NEEDED TO PROVIDE FOR SAFE EQUIPMENT OPERATION AT SEEDING TIME AND FOR MAINTENANCE PURPOSES. THE LIME AND FERTILIZER IN DRY FORM WILL BE SPREAD UNIFORMLY OVER THE AREA IMMEDIATELY BEFORE SEEDBED PREPARATION. A SEEDBED WILL BE PREPARED BY SCARIFYING TO A DEPTH OF 1 TO 4 INCHES AS DETERMINED ON SITE. THE SEEDBED MUST BE WELL PULVERIZED, SMOOTHED, AND FIRMED. SEEDING WILL BE DONE WITH CULTIPACKER-SEEDER, DRILL ROTARY SEEDER, OR OTHER MECHANICAL OR HAND SEEDER. SEED WILL BE DISTRIBUTED UNIFORMLY OVER A FRESHLY PREPARED SEEDBED AND COVERED LIGHTLY, WITHIN 24 HOURS AFTER SEEDING, WITH STRAW OR HAY MULCH SPREAD UNIFORMLY OVER THE AREA LEAVING ABOUT 25 PERCENT OF THE GROUND SURFACE EXPOSED. MULCH WILL BE SPREAD WITH BLOWER-TYPE MULCH EQUIPMENT, OR BY HAND, AND ANCHORED IMMEDIATELY AFTER IT IS SPREAD. A DISK HARROW WITH THE DISK SET STRAIGHT, OR A SPECIAL PACKER DISK, MAY BE USED TO PRESS THE MULCH INTO THE SOIL. THE PER ACRE APPLICATION RATES ARE AS FOLLOWS: LIME: APPLY AGRICULTURAL LIME AT A RATE OF ONE TON PER ACRE, OR AS APPLY AGRICULTURAL LIME AT A RATE OF ONE TON PER ACRE, OR AS RECOMMENDED BY SOIL TESTS. FERTILIZER: REFER TO GASWCC TABLE 6-5.1 FOR FERTILIZER REQUIREMENTS. : REFER TO GASWCC TABLE 6-5.1 FOR FERTILIZER REQUIREMENTS. MULCHING RATES (FOR TEMPORARY VEGETATION): : 1. DRY STRAW: 2 TONS PER ACRE. 2. DRY HAY: 2.5 TONS PER ACRE. 3. WOOD CELLULOSE MULCH OR WOOD PULP FIBER: 500 LBS PER ACRE. TOP DRESSING: APPLY WHEN PLANTS ARE 2 TO 4 INCHES TALL APPLY WHEN PLANTS ARE 2 TO 4 INCHES TALL SECOND YEAR FERTILIZER: REFER TO GASWCC TABLE 6-5.1 FOR FERTILIZER REFER TO GASWCC TABLE 6-5.1 FOR FERTILIZER REQUIREMENTS.

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40 LBS.

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0.9 LBS.

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40 LBS.

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0.9 LBS.

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40 LBS.

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0.9 LBS.

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40 LBS.

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0.9 LBS.

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60 LBS.

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1.4 LBS.

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60 LBS.

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1.4 LBS.

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40 LBS.

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0.9 LBS.

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40 LBS.

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0.9 LBS.

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40 LBS.

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0.9 LBS.

AutoCAD SHX Text Ds3

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JAN. 1 - JAN. 31

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10 LBS.

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0.2 LBS.

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FEB. 1 - FEB. 29

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MAR. 1 - MAR. 31

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APR. 1 - APR. 30

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MAY 1 - MAY 31

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JUN. 1 - JUN. 30

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10 LBS.

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0.2 LBS.

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JUL. 1 - JUL. 31

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AUG. 1 - AUG. 31

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SEP. 1 - SEP. 30

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50 LBS.

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1.1 LBS.

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OCT. 1 - OCT. 31

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NOV. 1 - NOV. 30

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DEC. 1 - DEC. 31

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BERMUDA (HULLED)

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BERMUDA (UNHULLED)

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PLANTING DATES

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TEMPORARY SEED SPECIES

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BROADCAST RATE / ACRE

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AutoCAD SHX Text Ds3

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- DISTURBED AREA STABILIZATION W/ PERMANENT SEED

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- PERMANENT VEGETATION / MULCHING

AutoCAD SHX Text GENERAL: THIS VEGETATIVE PLAN WILL BE CARRIED OUT ON CUT AND FILL SLOPES, SHOULDERS, AND OTHER CRITICAL AREAS CREATED BY CONSTRUCTION. SEEDING WILL BE DONE AS SOON AS CONSTRUCTION IN AN AREA IS COMPLETED. PLANS WILL BE MADE TO CONTROL EROSION, TO REDUCE DAMAGES FROM SEDIMENT AND RUNOFF TO DOWNSTREAM AREAS, AND TO IMPROVE THE SAFETY AND BEAUTY OF THE DEVELOPMENT AREA. TREATMENT SPECIFICATIONS: (CONVENTIONAL SEEDING EQUIPMENT ON SLOPES LESS THAN 3:1) GRADE, SHAPE, AND SMOOTH WHERE NEEDED TO PROVIDE FOR SAFE EQUIPMENT OPERATION AT SEEDING TIME AND FOR MAINTENANCE PURPOSES. THE LIME AND FERTILIZER IN DRY FORM WILL BE SPREAD UNIFORMLY OVER THE AREA IMMEDIATELY BEFORE SEEDBED PREPARATION. A SEEDBED WILL BE PREPARED BY SCARIFYING TO A DEPTH OF 1 TO 4 INCHES AS DETERMINED ON SITE. THE SEEDBED MUST BE WELL PULVERIZED, SMOOTHED, AND FIRMED. SEEDING WILL BE DONE WITH CULTIPACKER-SEEDER, DRILL ROTARY SEEDER, OR OTHER MECHANICAL OR HAND SEEDER. SEED WILL BE DISTRIBUTED UNIFORMLY OVER A FRESHLY PREPARED SEEDBED AND COVERED LIGHTLY, WITHIN 24 HOURS AFTER SEEDING, WITH STRAW OR HAY MULCH SPREAD UNIFORMLY OVER THE AREA LEAVING ABOUT 25 PERCENT OF THE GROUND SURFACE EXPOSED. MULCH WILL BE SPREAD WITH BLOWER-TYPE MULCH EQUIPMENT, OR BY HAND, AND ANCHORED IMMEDIATELY AFTER IT IS SPREAD. A DISK HARROW WITH THE DISK SET STRAIGHT, OR A SPECIAL PACKER DISK, MAY BE USED TO PRESS THE MULCH INTO THE SOIL. THE PER ACRE APPLICATION RATES ARE AS FOLLOWS: LIME: APPLY AGRICULTURAL LIME AT A RATE OF ONE TON PER ACRE, OR AS APPLY AGRICULTURAL LIME AT A RATE OF ONE TON PER ACRE, OR AS RECOMMENDED BY SOIL TESTS. FERTILIZER: REFER TO GASWCC TABLE 6-5.1 FOR FERTILIZER REQUIREMENTS. : REFER TO GASWCC TABLE 6-5.1 FOR FERTILIZER REQUIREMENTS. MULCHING RATES (FOR PERMANENT VEGETATION): : 1. DRY STRAW: 2 TONS PER ACRE. 2. DRY HAY: 2.5 TONS PER ACRE. 3. WOOD CELLULOSE MULCH OR WOOD PULP FIBER: 500 LBS PER ACRE. TOP DRESSING: APPLY WHEN PLANTS ARE 2 TO 4 INCHES TALL APPLY WHEN PLANTS ARE 2 TO 4 INCHES TALL SECOND YEAR FERTILIZER: REFER TO GASWCC TABLE 6-5.1 FOR FERTILIZER REFER TO GASWCC TABLE 6-5.1 FOR FERTILIZER REQUIREMENTS.

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10 LBS.

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0.2 LBS.

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10 LBS.

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0.2 LBS.

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10 LBS.

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0.2 LBS.

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10 LBS.

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0.2 LBS.

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75 LBS.

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1.7 LBS.

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75 LBS.

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1.7 LBS.

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50 LBS.

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1.1 LBS.

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10 LBS.

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0.2 LBS.

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10 LBS.

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0.2 LBS.

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BERMUDA (UNHULLED)

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BERMUDA (HULLED)

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BERMUDA (HULLED)

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BERMUDA (HULLED)

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BERMUDA (UNHULLED)

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BERMUDA (UNHULLED)

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LESPEDEZA, SERICEA

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LESPEDEZA, SERICEA

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FESCUE, TALL

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FESCUE, TALL

AutoCAD SHX Text Sd1-NS

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NOT TO SCALE

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SEDIMENT BARRIER COMPOST FILTER SOCK

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NOT TO SCALE

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SEDIMENT BARRIER SILT FENCE ("TYPE-B")

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NOT TO SCALE

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DISTURBED AREA STABILIZATION (WITH TEMPORARY SEEDING)

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AutoCAD SHX Text C6.1

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NOT TO SCALE

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DISTURBED AREA STABILIZATION (WITH PERMANENT SEEDING)

AutoCAD SHX Text NOTE: PLASTIC PROTECTIVE CAP REQ'D ON ALL POSTS (TYP.) REBAR CAP OR EQUIVALENT (OSHA STD. No. 1926.701(b)).

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AutoCAD SHX Text C6.1

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CONSTRUCTION AND EROSION DETAILS

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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OF

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TITLE OF SHEET

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AutoCAD SHX Text 234013

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KRJ

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KRJ

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GNK

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MARTIN LUTHER KING, JR. N.H.P.

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N o j e c t s

N

A r t h

H o m e C

A D

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A L U

D

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W I N

G S

C

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AutoCAD SHX Text C6.2

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NOT TO SCALE

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DISTURBED AREA STABILIZATION (WITH PERMANENT SODDING)

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AutoCAD SHX Text C6.2

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CONSTRUCTION AND EROSION DETAILS

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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OF

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TITLE OF SHEET

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KRJ

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KRJ

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GNK

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MARTIN LUTHER KING, JR. N.H.P.

AutoCAD SHX Text 234013 ksawyer JP AL Stamp

CALL

OFF

ON

Signed on 03/24/2021 using a Digital Signature.

6/25/20 08:41 JMCLANEY R22 K:\PROJECTS\11170-00\CADD\01_CENTRAL_FILE\MALU\234013\DRAWINGS\ARCH\A2.1-FP01.DWG XREFS: ..\BASES\XA_FP02.DWG; ..\BASES\XA_FP01.DWG;

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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OF

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TITLE OF SHEET

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MECH 101

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PLAZA 102

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LIFT 103

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STAIR 204

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WALL SWITCH, SINGLE POLE, SINGLE THROW. MOUNT 48" AFF UNLESS OTHERWISE NOTED.

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ELECTRICAL

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FLOOR PLANS

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NAM

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NAM

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HDC

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26 MAR 2021

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MARTIN LUTHER KING, JR. N.H.P.

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NONFUSIBLE

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NORMALLY OPEN

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OVERCURRENT PROTECTION

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PHOTOCELL

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PHASE

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POLYVINYL CHLORIDE

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POWER

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RECEPTACLE

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ROOM

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SPECIFICATION

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UNLESS OTHERWISE NOTED

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VOLT

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WATT

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WEATHERPROOF

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TRANSFORMER

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NF

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NO

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OCP

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PC

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PH

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PVC

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PWR

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REC

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RM

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SPEC

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UON

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WP

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XFMR

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A, AMP

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AFF/AFG

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EMT

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EX

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GFCI

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HPS

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AMPERE

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ABOVE FINISHED FLOOR/GRADE

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ELECTRICAL METALLIC TUBING

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EXISTING

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GROUND

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GROUND FAULT CIRCUIT INTERRUPTER

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HIGH PRESSURE SODIUM

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KILOVOLT AMPERE

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KILOWATT

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THOUSAND CIRCULAR MILS

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ABBREVIATIONS

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MCB

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MAIN CIRCUIT BREAKER

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RACEWAY CONCEALED IN FLOOR OR UNDERGROUND.

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RACEWAY CONCEALED IN CEILING CAVITY, SLAB, OR WALL.

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RACEWAY EXPOSED TO VIEW UNLESS OTHERWISE NOTED.

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RACEWAY HOMERUN TO PANEL, ONE ARROWHEAD PER CIRCUIT.

AutoCAD SHX Text RACEWAY WITH 3 WIRES #12 AWG IN CONDUIT, EXCLUDING GROUNDING CONDUCTOR. NOTE: NUMBER OF CROSS HATCHES INDICATES NUMBER OF #12 AWG : NUMBER OF CROSS HATCHES INDICATES NUMBER OF #12 AWG CONDUCTORS, LESS GROUNDING CONDUCTOR. SHORT CROSS HATCH = PHASE CONDUCTOR. LONG CROSS HATCH = NEUTRAL. NO CROSS HATCHES INDICATES 2 #12 AWG EXCLUDING GROUNDING CONDUCTOR IN CONDUIT.

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EXISTING RACEWAY.

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FLEXIBLE RACEWAY.

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ELECTRICAL LEGEND

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AutoCAD SHX Text SURFACE CEILING MOUNTED LUMINAIRE. LETTER INDICATES LUMINAIRE TYPE. SEE LUMINAIRE SCHEDULE FOR LUMINAIRE TYPE.

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AutoCAD SHX Text DISCONNECT SWITCH, SIZE/POLES/FUSE/ENCLOSURE TYPE (IF OTHER THAN NEMA 1). MOUNTED 48" AFF. UNLESS OTHERWISE NOTED.

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PANELBOARD.

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MOTOR, NUMERAL INDICATES HORSEPOWER.

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AutoCAD SHX Text EXSITING GFCI PROTECTED DUPLEX RECEPTACLE OUTLET WITH WEATHERPROOF FACEPLATE, WALL MOUNTED. MOUNT 18" AFF. UNLESS OTHERWISE NOTED.

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WP

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EXISTING MAIN PANEL 'MP'

AutoCAD SHX Text 30/3/30/3R

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REUSE EXISTING CONDUIT COORDINATE STUBUP WITH NEW LIFT CONTROLLER

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EQUIPMENT

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LTG 1ST FLR

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LTG FRONT PORCH

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REC HALL

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REC FRONT ROOM

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REC 2ND FLR HALL

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LTG 2ND FLR

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REC 2ND FLR

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REC 2ND FLR

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LTG ATTIC

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LTG BASEMENT/ALARM

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LTG OUTSIDE

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DWYER UNIT UPSTAIRS

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WATER HEATER

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SPARE

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REC/LTG 2ND FLR BED

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SPARE

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SPACE ONLY

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SPACE ONLY

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PHASE TOTALS

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CONNECTED AMPS:

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DEMAND AMPS:

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* NEW CIRCUIT BREAKER.

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EXISTING MAIN PANEL:

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VOLTAGE:

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PHASE:

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AutoCAD SHX Text %%uMP

AutoCAD SHX Text %%u120/240

AutoCAD SHX Text %%u1, 3 WIRE + G.

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CB

AutoCAD SHX Text 20/1

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CKT

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AutoCAD SHX Text A

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AutoCAD SHX Text 2.9

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AutoCAD SHX Text B

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AutoCAD SHX Text CONNECTED kVA:

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CKT

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AMP:

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MAIN:

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AIC RATING:

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CB

AutoCAD SHX Text 40/2

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AutoCAD SHX Text %%u200

AutoCAD SHX Text %%uMLO

AutoCAD SHX Text %%u10,000

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AutoCAD SHX Text 2.9

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EQUIPMENT

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FURNACE ATTIC

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FURNACE BASEMENT

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SUBPANEL 'SP' BSMT

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SPARE

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CAMERA POWER

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EXT LIFT

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SPACE ONLY

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SPACE ONLY

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SPACE ONLY

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SPACE ONLY

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SPACE ONLY

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SPACE ONLY

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SPACE ONLY

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SPACE ONLY

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SPACE ONLY

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SPACE ONLY

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JUNCTION BOX WALL MOUNTED 18" AFF. UNLESS OTHERWISE NOTED.

AutoCAD SHX Text J

AutoCAD SHX Text J

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text J

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MP-22

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KEY NOTES

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1. PROTECT ALL HISTORIC AND EXISTING MATERIALS TO REMAIN DURING DEMOLITION AND PROTECT ALL HISTORIC AND EXISTING MATERIALS TO REMAIN DURING DEMOLITION AND INSTALLATION PROCESSES. 2. ALL CONDUIT SHALL BE CONCEALED UNLESS SPECIFICALLY SHOWN EXPOSED. ALL CONDUIT SHALL BE CONCEALED UNLESS SPECIFICALLY SHOWN EXPOSED. 3. ALL EXTERIOR CONDUITS ROUTED IN GRADE TO BE TERMINATED WITH MECHANICAL SEALS TO ALL EXTERIOR CONDUITS ROUTED IN GRADE TO BE TERMINATED WITH MECHANICAL SEALS TO PREVENT MOISTURE FROM ENTERING BUILDING OR PAD MOUNTED ENCLOSURES. BOTH CONDUIT ENDS TO BE SEALED. 4. PERFORM WORK NECESSARY TO INTERCONNECT THE NEW WORK WITH THE EXISTING WORK AND PERFORM WORK NECESSARY TO INTERCONNECT THE NEW WORK WITH THE EXISTING WORK AND TO ADAPT THE EXISTING WORK TO THE CHANGES IN THE BUILDING AND THE ELECTRICAL SYSTEM. 5. MINIMUM CONDUIT SIZE SHALL BE 0.75".MINIMUM CONDUIT SIZE SHALL BE 0.75".

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GENERAL NOTES

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2 #10, 1 #10 G., 3/4" C. REUSE EXISTING CONDUIT AS NECESSARY.

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AutoCAD SHX Text CALLBOX. PROVIDE 3/4" C. WITH PULLSTRING TO MAIN TOWER CONTROLLER. COORDINATE MOUNTING HEIGHT AND LOCATION WITH EQUIPMENT PROVIDER. CONTROL WIRING AND CALLBOX PROVIDED BY MANUFACTURER.

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SCALE OF FEET

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AutoCAD SHX Text 1/4" = 1'-0"

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FIRST FLOOR PLAN

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AutoCA…