Loading...
HomeMy WebLinkAboutARB201700014 Plan - Approved 2017-08-31@ GRIMM AND PARKER, P.C. 2014 I 161 151 141 131 121 11 � 101 91 81 71 61 51 41 31 21 1 A I 2 I 9 9 14 11 I 71 �00 SITE DATA: ENGINEER: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 TELEPHONE: 434-327-1688 CONTACT: CRAIG KOTARSKI, P.E. CRAIG.KOTARSKI@TlIMMONS.COM TAX MAP PARCEL: 13000-00-00-025PO LIMITS OF DISTURBANCE: 0.58 ACRES SETBACK: 75'FRONT 25'SIDE 35'REAR ZONING: RA MAGISTERIAL DISTRICT: SCOTTSVILLE SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP. 28 IMPERIAL DRIVE STAUNTON, VA 24401 (540)-885-0786 SOURCE TOPOGRAPHY: TIMMONS GROUP, DEC 13,2016 BENCHMARK: BENCHMARK: LOCATED EAST OF THE CORNER OF THE EXISTING BUILDING AND NORTH OF THE ASPHALT PARKING LOT. TBM BRIDGE SPIKE ELEVATION= 400.14' DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET SITE AREA: 14.7 ACRES PROPOSED USES: ADMINISTRATIVE AND SECURITY IMPROVEMENTS NEW IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 0.10 ACRES PARKING COUNT: PRE -DEVELOPMENT TOTAL: 45 SPACES PARKING SPACES REMOVED: 1 SPACES PARKING SPACES ADDED: 22 SPACES POST -DEVELOPMENT TOTAL: 67 SPACES WETLAND IMPACTS: NONE WATER SUPPLY.- EX. ONSITE WELL SANITARY SEWER: EXISTING ONSITE DRAINFIELD DRAINAGE DISTRICT: MIDDLE JAMES-BUFFALO THERE ARE NO CRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN. THE SITE IS NOT LOCATED IN A WATER SUPPLY PROTECTION DISTRICT. bill p —7 1 1 p is I k t 04 1 117DIII 6 plvf4z N! nor, 101ML1111 1401 01 Q SLID Im COUNTY OF ALBEMARLE, VIRGINIA SCOTTSVILLE DISTRICT 8/7/2017 ...... .... .... .... . _.0 . .. ... .... . ... ..... ... . ... ... . .... ......... ...... .. ..... . .... .. . .. .. ... . .......... .... ........ ... .... ... .... . ................ .... n— .............. .. ......... .. .. ..... .. ......... . . .... ..... .......... . ... ....... .. .. ........ps .......... VICINITY MAP SCALE 111=2000' OWNER: ALBEMARLE COUNTY SCHOOL BOARD 401 MCINTIRE RD CHARLOTTESVILLE, VA 22902 CONTACT: JOE LETTERI TELEPHONE: (434) 975-9340 FAX: (434) 975-9341 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: 434-327-1688 Sheet List Table Sheet Number Sheet Title CO.0 COVER C1.0 NOTES AND DETAILS C1.1 NOTES AND DETAILS C2.0 EXISTING CONDITIONS AND DEMO PLAN C10 ESC NOTES AND DETAILS C3.1 ESC PLAN PHASE 1 C3.2 ESC PLAN PHASE 2 C4.0 LAYOUT PLAN C5.0 GRADING AND DRAINAGE PLAN C6.0 SWM PLAN L1.0 LANDSCAPE PLAN TOTAL SHEETS = 11 CRAkG'ff j. Lic_,'4o04020148507 n 7 /17 a �M, Ef ■ I Lu C/D C) o cz-) I— C-3 cr-) C/D ac Lu L_U LU I LIJ C/3 I­ LU 7!5-- w Lij C::) > C/3 f— o C - CJ 0 F__ c> r'k, cx:> c__3 Qc> CY3 DATE IDESCRIPTIONI 9 F111 M [no W Ml 131 121 ill 101 9 p*o N on on .49 I I o .0 817/17 BID SET © GRIMM AND PARKER, P.G . 2014 Y 1$ 17 16 15 © GRIMM AND PARKER, P.C. 2014 GENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 5. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT. 6. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD-94 (D) 121.13. 7. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 8. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 9. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 10. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 11. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 12, THE INSTALLATION OF SEWER, WATER, AND GAS MAWS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 13. ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 14. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 15. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 16. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 17. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 18. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 19. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 20. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 10.004 ft./it. 21. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW, STRUCTURES SHALL COMPLY WITH THE 2009 UNIFORM STATEWIDE BUILDING CODE, 2009 VIRGINIA CONSTRUCTION CODE, 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND ICC/ANSI Al17.1-03. 22. REFER TO SHEET L1.0 FOR ALL LANDSCAPING GENERAL NOTES. 23. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES ' DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. '14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17, TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. E 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE D COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). B ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLAICE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. 141 131 121 ill 1091 7 4 x 4 POST UNLESS OTHERWISE NOTED 2 x 4 RAIL ON PLAN (TYP.) 1 x 5 TRIMMER 3'-0" I s-1 x 6 SIDING 1011 CONC, STONE 6 NOTE ADJUST TO HEIGHT OF CASTER WHEELS ON GATE 3'-O" LEGEND ROADS TRAFFIC STOP BAR STORM PIPE & STRUCTURE NO. CURB . ........... EXISTING CONTOUR 200 PROPOSED CONTOUR TC 240.15 PROPOSED SPOT ELEVATION 1� PARKING COUNT 12'-0„ l x 1' i 1 1.5' 3' 3' 3' 1.5' BOLLARD (TYP.) CONC. PAD 6 x 6 POSTS 1 x 6 TRIMMER 1 x 6 SIDING OPEN ACCESS SOUTH SIDE NO GATES PLAN VIEW 1 x 6 CAP-- 1 x C-i TRIMMER NOTE.- ALL LUMBER SHALL 2 x 4 RAILS BE PRESSURE TREA TED POST ELEVATION DUMPSTER PAD & ENCLOSURE DETAIL No Scale flan View Circular FES Trash Guards Moaelii FES-Trash Gward Isometrld viewr End View Trash %R�k LenCj#i-i.` .'Tofu of ears W.I.spacing i�l¢YE.. 7i£d i6$2{'Racit:aaVlrifl5 Y tin,) L (mm), ,.. ; f+ 44 -- j ES-1 TRASH RACK AND GUARDS No Scale TC = TOP OF CURB EP = EDGE OF PAVEMENT EX. = EXISTING PROP.=PROPOSED APPROX. = APPROXIMATELY OUTSIDE ELEVATION 3 SIDES INSIDE ELEVATION 3 SIDES Standard Trash: Rack h7adei:'Teash A-Ack C�re�lh rack.. 00011;A Sectlan- 8-8 ANCHOR WITH REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP PRECAST CONCRETE WHEEL STOP No Scale EXIST GRADE METAL INSPECTION FRAME Wf SOLID LID (NEENAH R-1975 OR EQUIVALENT) 3" CONCRETE COLLAR CRUSHED STONE BEDDING 6" DI CLEANOUT PLUG AT END OF LINE CLEANOUT DETAIL No Scale SOLID WHITE LINE HIGH VISIBILITY THERMOPLAST PER VDOT STANDARDS 22' (TYP.) (TYP.) CROSSWALK DETAIL No Scale i el J 4" TOP OF CURB R=2" a :SURFACE BASE 7-1/2" y 1 GTH 0.5' FROM EP WIDTH OF PARKING SPACED INDICATED ON SHEET C4.0 45' (TYP.) 4" SOLID WHITE LINE. VDOT TYPE A PAINT. 2' (TYP 2' (TYP 45' (TYP.) PAVEMENT STRIPING DETAIL No Scale r STEEL CAP 6" DIA. STEEL PIPE FILLED WITH 1 CONCRETE AND POWDER COATED (COLOR TO BE SELECTED BY OWNER) r PAVEMENT PATCH ;I �Illl�l��l�lrll� 2'-0" DIAMETER �3,000 PSI AIR -ENTRAINED CONC. FOOTING 2 MINIMUM CONCRETE BELOW STEEL PIPE BOLLARD DETAIL No Scale Elie VDOT A-3 CONCRETE CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB 41 31 21 1 2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A (PLACED IN SINGLE LIFT) 8" TYPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale R= Y4' CONTROL JOINT SPACED AT WIDTH OF WALK (MAXIMUM) 1.11 d I EXPANSION JOINT AT MAX OF 30', WITH y' 4. PREMOLDED EXPANSION FILLER .4i CONC. WALK °a a� a.. O O O O O d O O O O O O O O O O O O O O O O C O O O O O O O O O O O O O P O O O O O O O O COMPACTED SUBGRADE 4" 21-B STONE CONCRETE SIDEWALK JOINT DETAIL No Scale VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21 B STONE NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. a a a CONCRETE SIDEWALK PAVEMENT SECTION No Scale 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 2.5" INTERMEDIATE BASE COURSE - BM25.0 8" TYPE 21-B AGGREGATE SUBBASE COURSE \- COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR NON SLIP BROOM FINISH EQUIV., SEAL WITH SILICONE SEALANT WWF 6x6 W2.9xW2.9 2" ° 10" 3,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE do cor o do O O d o 6" TYPE 21A STONE COVER COMPACTED SUBGRADE (CBR 11.2) DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale EXISTING PAVEMENT PROPOSED PAVEMENT r a SAWCUT THROUGH u_ MATCH EX. CROSS U EX. SURFACE '�� SLOPE UNLESS OTHERWISE X COURSE w SPECIFIED ON PLANS w & REMOVE PAVEMENT PROPOSED I 2' MIN. SURFACE Z" + COURSE i EXISTING PAVEMENT MILL EX, SURFACE COURSE SAWCUT EX. BASE COURSE EDGE OF PAVEMENT AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL No Scale SLOPE NOT TO EXCEED ° 1:12 <.6„ q d e1. ° EP 6' OR AS SHOWN IN PLAN CURB WIPE DOWN DETAIL No Scale Z t i .. Li(_ No Oz02 485,0I 7 17 T. rrk L C1 .0 817/1 7 BID SET A © GRIMM AND PARKER, P.C. 2014 181 171 16 111 101 91 31 71 6 0, 41 31 0 0 181 171 16 ©GRIMM AND PARKER, P.C. 2014 EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION THIS PROJECT INCLUDES A BUILDING ADDITION TO SCOTTSVILLE ELEMENTARY SCHOOL, ADDITIONAL PARKING, SIDEWALK AND ASSOCIATED SITE WORK, LIMITS OF CLEARING AND GRADING ARE 0.58 ACRES. ADJACENT PROPERTY THESE IMPROVEMENTS ARE BEING MADE WITHIN THE PROPERTY BOUNDARY. THE PROPERTY IS BOUNDED BY RESIDENTIAL PROPERTIES AND VA-20 SCOTTSVILLE ROAD TO THE NORTH. RESIDENTIAL PROPERTIES BORDER THE SOUTH AND EAST SIDE. THE WEST SIDE IS BORDERED BY A CHURCH. EXISTING SITE CONDITIONS THE SITE IS CURRENTLY THE LOCATION OF SCOTTSVILLE ELEMENTARY SCHOOL. OFF -SITE AREAS NO OFFSITE AREAS WILL BE DISTURBED. CRITICAL EROSION AREAS NO CRITICAL EROSION AREA EXIST. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION, STORMWATER RUNOFF CONSIDERATIONS EXISTING STORMWATER MANAGEMENT FACILITY WILL BE MODIFIED TO DETAIN ADDITIONAL RUNOFF DUE TO ADDED IMPERVIOUS AREA. VEGETATED FILTER STRIP RUNOFF REDUCTION METHOD AND EXTRA NUTRIENT CREDITS FROM PROJECT AT WOODBROOK ELEMENTARY WILL USED TO MEET REQUIREMENTS FOR QUALITY. EROSION AND SEDIMENT CONTROL MAINTENANCE ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND THE CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS. STRUCTURAL PRACTICES: 1, TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. 2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHALL BE INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENT SEDIMENT FROM LEAVING THE SITE. 3. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION. 4, CULVERT INLET PROTECTION - 3.08 A SEDIMENT FILTER LOCATED AT THE INLET TO A CULVERT TO PREVENT SEDIMENT FROM ENTERING THE SYSTEM PRIOR TO PE RMANENT STABILIZATION. 5. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT. VEGETATIVE PRACTICES: 1. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED, 2. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE -DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY, MANAGEMENT STRATEGIES 1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY FOLLOWING INSTALLATION. 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE PERIMETER CONTROLS. 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. PERMANENT STABILIZATION ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32, PERMANENT SEEDING: SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" ,AND E THAN ° GENERAL SLOPES IN THE HANDBOOK FOR SLOPES LESS THAN 3:1. FOR SLOPES GREATER AN 3. 1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32-D OF THE HANDBOOK, FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING. SEQUENCE OF INSTALLATION PHASE I (SEE SHEET C3.1) 1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR, OWNER, AND ENGINEER, THIS MEETING SHALL TAKE PLACE ON -SITE. CLEARING LIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE. 2. INSTALL CONSTRUCTION ENTRANCE, TREE PROTECTION, INLET PROTECTION AND SILT FENCE, 3. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. 4. ROUGH GRADE PROJECT AREA. 5. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE II (SEE SHEET C3.2) 1. INSTALL ADDITIONAL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENT CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL. 2. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 3. ALL STORMWATER PIPING & STRUCTURES, INCLUDING DETENTION FACILITIES SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E&S INSPECTOR. 4, APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED, SILT FENCE BELOW SEDEMENT BASIN MUST BE MAINTAINED THROUGH GRADING AND CONSTRUCTION. 5. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. 151 141 131 121 MINIMUM STANDARDS: AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: MS-1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS-2, DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS-3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS-4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS-5, STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS-6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAIINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25-YEAR STORM OF 24-HOUR DURATION, RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. MS-7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS-8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS-9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS-10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS-11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ,ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLIED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS-12, WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DU RING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS-13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. MS-14, ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIWE WATERCOURSES SHALL BE MET. MS-15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS-16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME, B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY, D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. MS-17, WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER, THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. MS-18: ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS-19.PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN SECTION 19 OF VIRGINIA ADMINISTRATIVE CODE 9VAC25-840-40 MINIMUM STANDARDS. GENERAL EROSION AND SEDIMENT CONTROL NOTES: ES-1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES-2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. ES-3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING, OR LAND DISTURBANCE, ES-4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES. ES-5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE, ES-6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) ES-7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. ES-8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. ES-9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY. SOILS INFORMATION: 43C - KLINESVILLE CHANNERY SILT LOAM, 7 TO 15 PERCENT SLOPES. 10 TO 20 INCHES TO PARALITHIC BEDROCK, SOMEWHAT EXCESSIVELY DRAINED. HYDROLOGIC SOIL GROUP: D 49B - MANASSAS SILT LOAM, 2 TO 7 PERCENT SLOPES, MORE THAN 80 INCHES TO DENSIC MATERIAL, MODERATELY WELL DRAINED. HYDROLOGIC SOIL GROUP: B 84C - TOTIER SILT LOAM, 7 TO 15 PERCENT SLOPES, 40 TO 60 INCHES TO PARALITHIC BEDROCK, WELL DRAINED. HYDROLOGIC SOIL GROUP: B 11 101 91 8 TABLE 3.31-8 ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" PLANTING DATES SPECIES RATE (LBS./ACRE) SEPT. 1 - FEB. 15 50/50 MIX OF ANNUALRYEGRASS (LOLIUM MULTI-FLORUM) & 50-100 CEREAL (WINTER) RYE (SECALE CEREALE) FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100 (LOLIUM MULTI-FLORUM) MAY 1 - AUG. 31 GERMAN MILLET 50 (SETARIA ITALICA) TS (E) TEMPORARY SEEDING PLANT MATERIALS No Scale TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA TOTAL LBS: PER ACRE MINIMUM CARE LAWN COMMERCIAL OR RESIDENTIAL 175-200 LBS. KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% IMPROVED PERENNIAL RYEGRASS 0-5% KENTUCKY BLUEGRASS 0-5% GENERAL SLOPE (3:1 OR LESS) KENTUCKY 31 FESCUE 128 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP * 20 LBS. 150 LBS. LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) KENTUCKY 31 FESCUE 108 LBS. RED TOP GRASS 2 LBS. 71 5 MIN PERSPECTIVE VIEW METAL (T) OR (u) PosTs ;� FABRIC 110 � LINE POST GROUND LINE MAX, CONCRETE FOOTING 51 41 3 1. SET THE STAKES, 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. I- , fill FLOW r III 4.. ill 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. _ .,.wo., II, FLC SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. UA PERSPECTIVE VIEW PERSPECTIVE VIEW 3.10 PLASTIC FENCE METAL FENCE DRAINAGEWAY INSTALLATION SF (FRONT ELEVATION) SAFETY FENCE No Scale SILT FENCE (W/0 MIRE SUPPORT) No Scale GRAVEL CURB INLET SEDIMENT FILTER 2 X 4" WOOD SILT FENCE DROP INLET PROTECTION FRAME 1.5' p MAX. - l DROP INLET WITH GRATE FRAME SEASONAL NURSE CROP 20 LBS. CROWNVETCH *� 20 LBS. / 3 / '�--7� MIN. 150 LBS. r/r `�TF- �GATHER EXCESS * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES u -''�AT AS STATED BELOW: 12" v CORNERS FEBRUARY 16TH THROUGH APRIL.................................. ANNUAL RYE RUNOFF WATER GRAVEL FILTER WIRE MESH PERSPECTIVE VIEWS MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET FILTERED WATER STAKE AUGUST 16TH THROUGH OCTOBER ...:........................... ANNUAL RYE NOVEMBER THROUGH FEBRUARY 15TH........................ WINTER RYE FABRIC TM; - * SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF (Iilll _ MIN. FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL OTHER PERIODS, USE UNHULLED SERICEA). 1F FLATPEA IS USED IN LIEU OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED SEDIMENT MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE CONCRETE - DETAIL A ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER GUTTER CURB INLET SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. 12" ELEVATION OF STAKE AND FABRIC ORIENTATION x GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO THE INLET SHEET OR OVERLAND FLLOWS (NOT EXCEEDING 1 C.F,S.) ARE PS 3.32 IP CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND TYPICAL..- 6 IP CONCENTRATED FLOWS, SHALL AOSTVN STY TO INLETS RECEIVING ANS. 3A7-1 UNPROTECTED AREAS.SUCH PERMANENT SEEDING MIX FOR PIEDMONT AREA STORMWATER INLET PROTECTION TODRAIN INLET PROTECTION No Scale No Scale �!:_2RIVI BLOCK AND GRAVEL DROP INLET SEDIMENT FILTER NOTE: ALL PROPOSED OUTLET PROTECTION SHALL BE 12" C ETE DIAMETER AVERAGE, BROWNSTONE. - - -0 BL CK SCREEN son 1 PIPE OUTLET CONDITIONS 7 r 3dc SECTION A -A FILTER CLOTH La 1 0 % _.,- -_� C �/F 5i pis r�; zY: j .:•. �`^�° �".7"a��T 1�^of. � ".'.�.'i "...5 �'.^a,F.y _:,...,_ }:.... y, � � ( / T �.:/. '`t.�.�,:.�e:: �£"^t.::�.'.AP-.:�':'..>k���"`R'ia.;�2k�,s ::i �� . : i .<- � ,•::,,/.� ::. f2�.,..lrc. ,.�...��w�'i=,:.3o-:0{ ..:..k .. '-1- ILE AVEL Rom. �__2 WIRE SCREEN FILTERED WATER RUNOFF OVERFLOW`,£ . WATER .......... Y+ h WITH ........ f° f SEDIMENT �.__-� d DROP 1 , INLET IIII wi I, SEDIMENT WITHTT .. .. }.. 3., <. KEY IN 6"-9"; RECOMMENDED FOR GATE ENTIRE PERIMETER 3do(MIN.) IPE OUTLET TO WELL EFINED CHANNEL 11L�_LI IJTd IIII- SECTION A -A FILTER, KEY IN 6%9"; RECOMMENDED FOR CLOTH- ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES D 3.11.5 AND S THE. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 D18 INCHES. OUTLET PROTECTION No Scale SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IP AROUND THE STRUCTURE. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. STORM DRAIN INLET PROTECTION No Scale I-I1-I 1-I IJ-III IIJ-I Li 1i 1U 1-1 l-! El J-1 STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE TAP FENCE AS A TREE PROTECTION FENCE, 3.38 NO SCALE TREE PROTECTION No Scale SILT FENCE CULVERT INLET PROTECTION VIJ iHIVLG IJ 6' MINIMUM IF FLOW FLOW IS TOWARD EMBANKMENT **0 ZONAL STONE CQiG1BINATION 1.0' 1 1. 5' (V FLOW -- 2.5' **VDOT #3, #357, #5, #56 OR # CL SS I COARSE AGGREGATE TO REPLA SILT RIP AP FENCE IN " HORSESHOE " W N HIGH CIIP VELOCITY OF FLOW IS EXP TED 3.08-1 CULVERT INLET PROTECTION No Scale SECTION A -A s ippi 'li- s �va"Ai Iic, � ,%vidi a (8i<iile e o t,'� 4idi , for i(Ietluale Constant `,-Vmtl iris` u-niust be c$3rlitd away tl'f.Flll the enti'mice, to :ill 'Ippi,ove .I sottl ilg area to i'elliffe _Ut=e(Wiieiit : mfl be _prevented fioni iit l"s1i+ ;� tf7l"m d;'Fi§u.`;, ditclic-', or PAVEDRACK PAVED CONSTRUCTION ENTRANCE No Scale 0 i �I rr o (D N � c� Q LO >0) w W N p M Q) L CNU)0fv LLJ i i r 181 171 151 151 141 131 12 101 9 81 71 61 5 41 3 0 C3.0/ BID SET © GRIMM AND PARKER, P.C. 2014 u © GRIMM AND PARKER, P.C.2014 A I 2 I A 0 [a I N 9 r 181 171 10 151 14 131 12 ­P EDEVELOPED DRA 111,111i 1: �� ii��l i� ONE , ♦ r ALLOW _ CONCENTRATED k. �► �, ♦'. I .�/! ' ■ _ . 1,5'0' SHALLOW CONCENTRATED A 181 171 16 .......... : TDEVELOPED DRAINAGE AREA. GiS AND APPROX. 1NF0 POSTDEVELOPED S"WM FACILITY' DRAINAGE AREA = 3.55 Ac. INCLUDING ROUTED DISTURBED AREA Tc=21.5MIN. CN=83 A 7 no SUMMARY FROM RUNOFF REDUCTION SPREAD SHEET (SEE CALL, BOOK FOR VRRM SPREAD SHEET): TOTAL ON SITE DISTURBED ACREAGE: 0.58 ACRES PRE -DEVELOPMENT LAND COVER: 0.43 AC TURF 0.15 AC IMPERVIOUS POST -DEVELOPMENT LAND COVER: 0.25 AC IMPERVIOUS REQUIRED REMOVAL: 0.22 LB/YR SURPLUS REMOVAL: A SURPLUS REMOVAL OF 0.41 LB/YR HAS BEEN ACHIEVED ON THE WOODBROOK ELEMENTARY SCHOOL WP0201600075. THIS SURPLUS REMOVAL WILL BE APPLIED TO THIS PROJECT, AS OWNERSHIP FOR BOTH PARCELS IS THE SAME, THE ALBEMARLE COUNTY SCHOOL BOARD, PER 9VAC25-870-69 SECTION A PART 5. J a, W K WATER QUANTITY CALCULATIONS (SEE CALC. BOOK FOR ROUTING): WATER QUANTITY IS ADDRESSED THROUGH MODIFICATION OF THE EXISTING STORMWATER MANAGEMENT FACILITY. THE FACILITY WILL BE EXCAVATED DEEPER AND SLIGHTLY WIDER AND THE OUTFALL STRUCTURE WILL BE MODIFIED. THE MODIFIED FACILITY WILL DETAIN AND RELEASE STORMWATER AT THE APPROPRIATE RATE FOR CHANNEL AND FLOOD PROTECTION REQUIREMENTS. CHANNEL PROTECTION (ENERGY BALANCE): THE ENERGY BALANCE EQUATION HAS BEEN APPLIED TO THE 1 YEAR STORM FOR THE 3.55 ACRE DRAINAGE AREA TO THE EXISTING POND. QDEVELOPED < 0-80*(QPRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED 3.74 CFS <_ 0.80*(5.03 CFS*0.381 AC\FT)/(0.400) AC\FT = 3.83 CFS QDEVELOPED IS 3.74 CFS WHICH IS LESS THAN THE 3.83 CFS SATISFYING THE ENERGY BALANCE EQUATION. FLOOD PROTECTION: POST -DEVELOPED Q10<_ PRE -DEVELOPED Q10 OK 12.28 CFS (POST -DEVELOPED Q10) <_ 13.07 CFS (PRE -DEVELOPED Q10) MAINTENANCE NARRATIVE: THE FOLLOWING INSPECTIONS AND MAINTENANCE SHALL BE PREFORMED ANNUALLY OR WHENEVER A POTENTIAL PROBLEM IS OBSERVED: INSPECT POND, DAM, FOREBAY, RISER AND PIPE SYSTEM FOR SEDIMENT ACCUMULATION, DEBRIS AND TRASH. REMOVE ANY DEBRIS OR TRASH IN THE SYSTEM DREDGE FOREBAY AND OR POND WHEN SEDIMENT DEPOSITS ACCUMULATE TO MORE THAN 6" FROM ORIGINAL BOTTOM ELEVATION. INSPECT FACILITY FOR VEGETATION. ONLY GRASS SHALL BE ALLOWED TO GROW IN THE FACILITY. GRASS SHOULD BE MOWED AT LEAST TWIICE A YEAR AND GRASS CLIPPING SHOULD BE REMOVED. REMOVE ANY OTHER VEGETATION. INSPECT RISER AND PIPE SYSTEM TO ENSURE THAT ALL COMPONENTS ARE IN GOOD CONDITION AND FUNCTIONING ACCORDING TO ORIGINAL DESIGN. REPAIR ANY DAMAGE OR DETERIORATION AS NECESSARY. INSPECT DAM FOR ANY SIGNS OF DAMAGE, SEEPAGE OR ANY VEGETATION WHOSE ROOTS MAY CAUSE HARM TO DAM. REPAIR DAM AND REMOVE VEGETATION AS NECESSARY. INSPECT OUTFALL FOR EROSION AND OBSTRUCTIONS. REPAIR AND REINFORCE ANY EROSION AND REMOVE OBSTRUCTIONS. TOP OF DAM MODIFIED EXISTING STORMWATER MANAGEMENT FACILITY DETAIL No Scale 24" TW ELEV. 391.00 24" LONG EPDXY C GABION BASKET FOREBAY WALL No Scale S' mRa m AT ,GOOF RECTANOULAR, RACKS((MEIR OR APPROVED EQUIVALENT INSTALL PER MANUFACTURES INSTRUCTIONS ii s: ....:.. .... ..... ..... ... .:. .. .. X 5A s ) € y♦ .Iz 3 ,,r^ .. .i dd( PLAN E VIEW 3.f3 E A. i S b z �t 1; a } :d,, t �' '� 3 7} ! 33, S/'s N.,.4 9 ---� ^f__. z 1 1k 3�0 £ p e`<' i SfD E. f yw _ ,.. .1 tl .... .. 91 f F.38 1/4" (CODE 07 38 1/4" (CODE 07) 7 1/2" (CODE 01) ».» mrl (. $ 71 61 51 41 31 21 1 7 Lic; o� 0402048307 Z/7/I7 a 0 0 Lu Ljj �• Z Oz . K I 8/7/17 BID SET �GRIMM AND PARKER, P.C.2014 A im im M iR 141 131 12 + I• 5 0 0 6 C GRIMM AND PARKER, P.C. 2014 a A 1 mI 9 ro E 14 me Gil C ff)1x".Tb of Al Q}q ua dl0 £ Y:�?z�#4��f.�£3d�3i.� �.� �.x'{•#.• 3. 1: � m&��-�'€B� £:4.i�Y'�.�11i,:�� ���3��'b�.#$$.:b��.fi:#,}�s.;z• fis"an tt :'<3ik 3i ?t.2, 4p £;`^t'iz :.„Lcv t s ,,a °x1 ;1�a�lar�as �s .. ( t s €- { 3f.:? 4 L#7F _.£� t xiikE # r k d f k; < k s ii 4k�F �Tx «.l.£:..�I { 'iE,< a>Yii3't"s - sas ♦ t ., k f�f'iF r>`>..., ems: $ s �' xs si t..,; ,3 iY1sC2.i �iwi%€.>i.-`xiY,s,i i',.il= ;#,E;?ems:xii s, f k#. i,,.> ,.<i'i;:L •{G .T?., i'.Ev Ina tsir,,:ia 3:w.€ # "'uR� ,cal > <ii ill"I� .>wk z32,, h kiL'^ 1s,: ,` _ Iia R �Rw}S .,. , 4 "... tF>.t.....c' ffib S. I # >t,:✓. € "n i apano of ','.Ii C*. l>`.3 .3.. S<k, t,S •t J,#tE >«. 1 3 aEji ,Y, J €s ,. d. 3 FL$kt?ta> t1�i 11 s, f. G:a s c :#g: .,h.,s. Z„.:?,I.>.. i-# 14�C. x?`# I,s i'+.�,. s,;«. F3.€€.,....,#; t�i g;s`:€:cixi3q.::.i:$?i..l< "3 Li_ 1)+.it31 ,.€t i +.->s 2`3:F�?i,sis , , i u1 ?5,. in. t.>;cis E .,wa [ki; •x`i .€.z...is;i. i.£. esjij's x £v ?'S t,....s> ,.-.�, 4>,.g.;t�t£r P> 0. to F 4tit ,.i. s,::'Sz,1. ::zs;n, qq, £ t 5 Lj ih L f kl :#. a. # . .. L7..£C£ >« i3 it ,S'', i $ f : s s .z7i ? £ 5i3 xt F3a:k? t i 3&.L ifi E.3x,.` ; seem, �:. _ ��uj ,i.:+a ie 3,v : €:L i �> '•: >:£.€i i c tF;."£.lowen_,d it}i"€3�,.to Y s .fl ri, p", anti:i«.Fti6o<0 1 : 1». Q y<aY .n, £:.. .. £;> >: o' s., b, ci>£:#1 .s xt.:>N111 3 vio.mx , f< #:iS <£t a,,nbiz t t �^ ,{i' i9 h?C . <s s # , v 3 i r# t �>. a's' E ,.,s,. �s. -<3, 3i. ., �Ei;f�3.....I?: d; -$3ii;.i-$a-.I4 si£,,C£w. -s'3 ,C .t3 1 ,,t t.in~.:r::i:1L 12, -f# 'tf t ksdl;nn : ,.w 13. 13wn wd ~7° 3�:>2�3�, ys iiC�:VC : ,i1€,.t1:;w l ? ---<s, zf - < < rn t (D7k. S.&,) :I 1I06 Y? 1"fF .i I NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP % OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT NOT • SCALI w GENERAL NOTES PRE -CONSTRUCTION + CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. + VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. + PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. + PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS CONSTRUCTION/INSTALLATION + LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" + LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. + INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. + CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE + UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. + ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR + PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. + REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. + ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH AND BE MAINTAINED AT MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. — 12 GAUGE GALVANIZED WIRE — 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE WITH RUBBER HOSE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL 181 171 161 151 14 PLANTING SCHEDULE QTY BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT 6 AMELANCHIER X GRANDIFLORA SERVICEBERRY 2" CAL. B&B 6 ACER RUBRUM 'OCTOBER GLORY' RED MAPLE 2.5" CAL. B&B 1 PRUNUS X YEDOENSIS YOSHINO CHERRY 2.5" CAL. B&B INTERIOR PARKING LOT LANDSCAPING REQIUIREIVIENTS REQUIREMENT AREA MODIFIED/ SPACES ADDED CALCULATIONS REQUIRED PROVIDED 1 TREE /10 PARKING SPACES 22 SPACES 22/10 = 2.2 3 LARGE ;SHADE TREES 6 TREES (RED MAPLE) 5% LANDSCAPE AREA OF TOTAL PAVED PARKING AREA 10,000 SF 10,000*.05 = 500 500 SF LANDSCAPE AREA 1,985 SF LANDSCAPE AREA ENTRANCE CORRIDOR FRONTAGE LANDSCAPE REQUIREMENTS YARD LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED 1 LG TREE/35' & 5 LG TREES + INTERSPERSED 5 LG TREES (4 PROPOSED, 1 EXISTING) + ENTRANCE INTERSPERSED CORRIDOR 105 LF FLOWERING ORNAMENTAL 149'/ 35' = 5 FLOWERING ORNAMENTAL INTERSPERSED FLOWERING TREES TREES ORNAMENTAL TREES (3) SERVICE BERRY <V (6) 'OCTOBER GLORY' IN s Lu oz ■ Qcz) F-y- 0119D t, a- -� ME DATE DESCRIPTION I 100 0 r 0 GRIMM AND PARKER, P.C. 2014 18� 17 16� 151413 12 11 10 T.O. MASONRY - SOLDIER COURSE ,�� I$ili�dldlt� ([�I �IITI� 111 l[I [ - - V t ` 1 REMOVE EXISTING DOOR AND FRAME _ \r\ REMOVE EXISTING SITE WALLS �\r f s xf T.O. SLAB �\ of Off - REMOVE PORTION OF EXISTING WALL AS REQUIRED TO RECEIVE NEW WORK DEMOLITION EAST ELEVATION nrnAnllf CVICTIAIn nnAIDCTc DCANA 4 Cl IDDn DTC I\LIYIV VL LJ\IV i IIYV \Jl-IIYV( I vs_J\I �Iv \� DEMOLITION NORTH ELEVATION T.O. MASONRY - SOLDIER COURSE _ - 11' - 1 11/32" REMOVE EXISTING WALL TO REMAIN DOOR AND FRAME EXISTING ROOF DRAIN PIPE TO REMAIN 3VE EXISTING - r- - -` \\ �♦\\♦\\, \ \` R AND FRAME � \ 1 0� \ L71 YYJ EXISTING WALL TO REMAIN ININ—EXISTING ROOF DRAIN I I REMOVE EXISTING \PIPE TO REMAIN I I DOOR AND FRAME REMOVE EXISTING DOOR AND FRAME I I I I REMOVE PORTIONS OF EXISTING MASONRY WALLS a REMOVE EXISTING ❑ 1 1 I I PARTITION WALL 3 I I II REMOVE EXISTING CHASES ❑ L REMOVE ♦5�- EXISTING WINDOWS( ♦.J' WALLS & DOORS L _ _ - _ - _ - - EXISTING ROOF DRAIN ° - - - REMOVE EXISTING PIPE TO REMAIN WINDOWSAND I PORTION OF WALL H11 REMOVE EXISTING IH7 EXISTING LOADING DOCK TO A-1.0 SITE WALL A-1.0 REMAIN - REFURB. & PREP. AS �IIVHL VRPiUIIYV AIYU Y1J IV L\JLJUi11\I I V IIYV InLL IYLVY YY VI\I\ ° REQ'D TO RECEIVE NEW WORK REMOVE EXISTING ENTRY CANOPY TO 24" BELOW FINAL GRADING AND r+ REMOVE EXISTING AS NECESSARY TO INSTALL NEW WORK ^ SITE WALLS AND B ❑ ❑ ❑ \n DEMOLITION PLAN LOADING DOCK PAVING THIS AREA }► 9 T.O. MASONRY - SOLDIER COURSE �\ - - - 11' - 1 11 /32" REMOVE EXISTING METAL COPING AND DRIP EDGE EXISTING WOOD PERIMETER BLOCKING TO REMAIN TO EXTENT POSSIBLE; MODIFY/PREP ONLY AS REQUIRED TO RECEIVE NEW WORK REMOVE EXISTING PRESSURE SENSITIVE COVER STRIP EXISTING ROOFING AND SUBSTRATE TO REMAIN, EXCEPT AS REQUIRED TO RECEIVE NEW WORK EXISTING ROOF STRUCTURE TO REMAIN; PROVIDE TEMP, SUPPORT AS REQUIRED DURING REMOVAL OF WALL AND INSTALLATION OF NEW BEAMS (SEE STRUCTURAL) REMOVE EXISTING FINISH CEILINGS AS INDICATED ON PLAN REMOVE EXISTING EXTERIOR WALLS, DOORS, WINDOWS, LINTELS, BOND BEAMS, ETC, AS INDICATED ON PLAN REMOVE PORTION OF EXISTING WALL BASE AND FOUNDATION WALL AS REQUIRED TO RECEIVE NEW WORK T.O. SLAB �\ of-0" V TYP. DEMOLITION WALL SECTION @EXTERIOR u 7 6 5 T.O. MASONRY - SOLDIER COURSE j\ 11' - 1 11/32" EXISTING PRESSURE SENSITIVE COVER STRIP, COPING, WOOD BLOCKING, METAL DRIP EDGE AND OTHER EDGE ASSEMBLIES TO REMAIN EXISTING ROOFING AND SUBSTRATE TO REMAIN EXISTING ROOF STRUCTURAL SUPPORTS TO REMAIN; PROVIDE TEMP. SUPPORT AS REQUIRED DURING REMOVAL OF WALL AND INSTALLATION OF NEW BEAMS (SEE STRUCTURAL) PROVIDE TEMPORARY SHORING BELOW PORTION TO REMAIN, AS REQUIRED - SEE STRUCTURAL REMOVE EXISTING FINISH CEILINGS AS INDICATED ON PLAN REMOVE PORTION OF EXISTING WALL BELOW DOUBLE SOLDIER COURSE, AS INDICATED ON DEMO PLAN AND ELEVATIONS REMOVE PORTION OF WALL ASSEMBLY DOWN TO BOTTOM SOLDIER COURSE; PREP ADJACENT SURFACES TO RECEIVE NEW WORK T.O. SLAB 01- p„ DEMOLITION WALL SECTION @WINDOW CUT ALL EXISTING FINISH SURFACES TO REMAIN THESE AREAS - PREP. WALLS ONLY AS REQUIRED TO RECEIVE NEW SCHEDULED FINISH REMOVE GRID AND EXISTING ACT IN CORRIDOR ONLY AS REQUIRED TO DEMO PORTIONS OF EXISTING CORRIDOR WALLS AND FLOOR, AND INSTALL NEW WORK - REMOVE EXISTING ACT CEILINGS AND LIGHT FIXTURES AT AREAS OF WORK (FIXTURE LOCATIONS INDICATED ARE FOR GENERAL ❑ ❑ PLANNING -VIF) Io El El El 0 (A,\ REFLECTED CEILING PLAN - DEMOLITION rn I v ) 1 /8"=1'-0,1 4 3 1 GENERAL DEMOLITION NOTES 1. ALL WORK SHOWN IS EXISTING TO REMAIN UNLESS NOTED OR INDICATED AS DASHED LINES TO BE REMOVED. THE EXTENT OF DEMOLITION WORK SHALL INCLUDE ALL DEMOLITION WORK NECESSARY TO PROVIDE NEW WORK SHOWN AND SPECIFIED, INCLUDING MECHANICAL, ELECTRICAL, & PLUMBING ITEMS. 2. DEMOLITION WORK SHOWN IS BASED ON EXISTING DRAWINGS AND INSPECTIONS. THE CONTRACTOR SHALL VISUALLY INSPECT ALL EXISTING CONDITIONS, AND IS RESPONSIBLE FOR PERFORMING THE INDICATED DEMOLITION WORK EVEN IF ACTUAL CONDITIONS DIFFER FROM THESE SHOWN ON THE DRAWINGS. 3. CONTRACTOR SHALL COORDINATE WITH NEW WORK SECTIONS FOR ADDITIONAL INFORMATION RELATED TO EXTENT OF DEMOLITION. 4. REFER TO ALL OTHER DRAWINGS IN THIS SET FOR INCIDENTAL DEMOLITION WORK NOT NOTED ON THE DEMOLITION PLANS. 5. THE OWNER HAS FIRST RIGHT OF REFUSAL OF ALL SALVAGED ITEMS. THE CONTRACTOR SHALL PROPERLY DISPOSE OF ALL CONSTRUCTION DEBRIS. DO NOT STOCKPILE DEBRIS ON SITE. 6, ITEMS TO BE DEMOLISHED SHALL BE REMOVED COMPLETELY INCLUDING ALL ANCHORS, HANGERS, FASTENERS, PIPES, CONDUCTS, DUCTS, ETC. UNLESS OTHERWISE INDICATED TO BE ABANDONED IN PLACE. 7. CONC. SLAB PATCHES MUST BE FLUSH WITH REMAINING SURFACES TO PERMIT APPLICATION OF FINISHES. PROVIDE WELDED WIRE MESH IN PATCH AREAS LARGER THAN (4) FOUR SQUARE FEET. 8, CONC. SLABS TO REMAIN SHALL PROVIDE SURFACE SUITABLE FOR NEW FINISHES. WHERE RENOVATED AREAS ARE RECEIVING NEW UNDERGROUND MECHANICAL, PLUMBING, ELECTRICAL, OR ADDITIONAL FOUNDATION WORK, SEE MECHANICAL, PLUMBING, ELECTRIC, AND STRUCTURAL DRAWINGS, AS WELL AS ARCHITECTURAL DRAWINGS TO DETERMINE EXTENT OF REQUIRED CUT AND PATCH OF EXISTING SLAB. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL CONC. SLAB DEMOLITION AND REPLACEMENT NECESSARY TO INSTALL THE NEW WORK. BACKFILL ALL BELOW GRADE DEMOLITION WORK WITH SUITABLE FILL MEETING STRUCTURAL REQUIREMENTS FOR NEW WORK. 9, PARTITIONS SHOWN TO BE REMOVED SHALL BE CONFIRMED BY THE CONTRACTOR AS TO TYPE OF PARTITION AND EXACT LOCATION. COMPLETELY REMOVE PARTITIONS FROM FLOOR TO STRUCTURE ABOVE INCLUDING BASE, FASTENERS, GROUTS, SEALANTS, ETC., UNLESS NOTED OTHERWISE. MASONRY PARTITIONS WHICH EXTEND THROUGH THE SLAB SHALL BE REMOVED TO 8" BELOW FINISH FLOOR. FILL SLAB OPENING WITH CONCRETE FILL TO RECEIVE FINISH FLOOR. WHERE WALLS SCHEDULED TO BE - - REMOVED SIT ON SLABS, GRIND SLAB TO RECEIVE FINISH FLOOR. 10. REMOVE, PATCH AND REPAIR PORTIONS OF WALL PARTITIONS WHICH CONFLICT WITH NEW WORK TO BE INSTALLED, EVEN IF NOT SPECIFICALLY NOTED TO BE DEMOLISHED ON PLANS. 11. WALLS TO BE REMOVED FROM INTERSECTING WALLS SHALL INCLUDE TOOTHED IN REPLACEMENT OF DAMAGED MASONRY ON WALL TO REMAIN AND REMOVAL OF TIES PROJECTING FROM WALLS. SEE DETAILS FOR ADDITIONAL CONDITIONS. 12. WALLS TO BE PARTIALLY REMOVED SHALL BE TERMINATED WITH FINISHED MASONRY ENDS BY TOOTHING IN NEW MASONRY UNITS, TO MATCH ADJACENT MASONRY, SEE DETAILS FOR OTHER CONDITIONS. NO WALLS SHALL BE TERMINATED WITH EXPOSED OPEN CELLS OR DAMAGED MASONRY UNITS. 13, WHERE NEW OPENINGS ARE SHOWN IN EXISTING WALLS, CAREFULLY REMOVE MASONRY TO NEAREST JOINT LINE WITHOUT DISTURBING ADJACENT WORK SO THAT NEW WORK CAN BE PATCHED IN TO MATCH. ALL NEW MASONRY WORK SHALL BE TOOTHED IN. 14. EXISTING STRUCTURE SHALL REMAIN, UNLESS NOTED OTHERWISE. 15. COORDINATE DEMOLITION OF STRUCTURAL ITEMS (COLUMNS, BEAMS, SLABS, ET, ETC.) WITH STRUCTURAL DWGS, EXTENT OF DEMOLITION AREA SHALL BE IN ACCORDANCE WITH STRUCTURAL REQUIREMENTS AND COORDINATED WITH ALL NEW WORK. 16. TEMPORARILY SUPPORT ALL BEAMS, LINTELS, PORTIONS OF WALLS ETC., TO BE DISTURBED BY DEMOLITION WORK, UNTIL THEY ARE RE -SUPPORTED BY NEW WORK. 17. 'CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF EXISTING BUILDING ELEMENTS TO REMAIN THROUGHOUT SEQUENCE OF WORK. RESTORE ANY DAMAGE TO EXISTING BUILDING CONDITIONS SHOWN TO REMAIN TO NEW WORK CONDITION AT NO ADDITIONAL COST TO THE OWNER. 18. WINDOWS SCHEDULED FOR REMOVAL SHALL BE REMOVED COMPLETELY. FASTENERS MAY BE CUT FLUSH WITH HEAD, JAMBS, AND SILLS IF THE NEW WINDOW UNIT WILL CONCEAL FASTENER. PROTECT EXISTING SILLS SCHEDULED TO REMAIN. ALL EXISTING WINDOW OPENINGS MUST BE FIELD MEASURED PRIOR TO SUBMITTAL OF SHOP DRAWINGS. 19. WHERE FINISHES ARE INDICATED TO BE REMOVED, REMOVAL SHALL INCLUDE ANY GROUT, ADHESIVES, FASTENERS, AND ALL OTHER ITEMS USED TO ATTACH THE FINISHES TO THE SURFACES THAT THEY COVER. 20. ANY FLOOR AREAS DAMAGED BY THE DEMOLITION CONTRACTOR SHALL BE PATCHED TO MATCH EXISTING. 21. 'WHERE CEILINGS ARE TO BE REMOVED, REMOVE ALL CEILINGS SYSTEMS COMPLETE INCLUDING GRID, TRIM HANGER, CLIPS, ETC. WHERE NEW CEILINGS ARE SPECIFIED, NO DOUBLE CEILINGS PERMITTED. - REMOVE ALL ORIGINAL CONCEALED CEILINGS WHERE ENCOUNTERED. 22. PROTECT ALL EXISTING SURFACES TO REMAIN, PATCH IF DAMAGED, AND CLEAN PRIOR TO APPLICATION OF FINISHES. , H 23. CONTRACTOR TO PROTECT ALL EQUIPMENT AND OTHER ELEMENTS IN AREA OF NEW OR DEMOLITION WORK. 24. REMOVE ALL CURTAINS AND BLINDS IN AREAS OF RENOVATION OR DEMOLITION, UNLESS NOTED OTHERWISE. UNDO, 25. REMOVE MECHANICAL, ELECTRICAL AND PLUMBING ITEMS AS NOTED ON MECHANICAL, ELECTRICAL AND PLUMBING PLANS. COORDINATE WITH CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING, FOR ADDITIONAL DEMOLITION NOTES. REMOVAL WORK INCLUDES ALL ASSOCIATED ITEMS SUCH AS 17 ELECTRICAL OUTLETS, SWITCHES, CONDUITS, CONTROLS, PIPING, MOUNTING BLOCKS, ETC., AS NOTED. j REFER TO ALL CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS AND c SPECIFICATIONS FOR PROCEDURES CONCERNING RELATED TRADES IN AREAS WHICH REQUIRE DEMOLITION. REPAIR AND PATCH ANY AREAS DAMAGED DURING REMOVAL WORK. cv o �i CD v m KEY PN cD CV N > LO EXISTING BUILDING LO ca (6 cb AREA OF � � (n N MINORO ' RENOVATION AREA OF DOOR O 0 M m 128 REPLACEMENT Uj ILL U 1 AREA OF DOOR 131 REPLACEMENT Uj \ MAIN AREA OF NEW WORK \- AREA OF RENOVATION < AREA OF NEW ADDITION + z SCALE:1/811=1'-0" 0 41-0t1 8'-011 16'-011 241-Of' 321-0t1 ce F SCALEY' = l'-0" 0 611 11-0i1 21-011 31 -011 4--0" O1 #21487Y 1 !:) r O Zr =� REMOVE EXISTING CORRIDOR �- DOOR, FRAME &ALL ASSOCIATED ASSEMBLIES THIS �,� TO GYM - \ � W r LOCATION; PREP SURFACES TO RECEIVE NEW WORK. z C CD cjD \ ci cjD DEMO PLAN - CORRIDOR DOOR 128 z (NA L.LI l� I In \ Liu �l W cr-) O \ = W EXISTING STAGE (1 1 (NIC) EXISTING GYM cD CiD (NIC) c W C- Q_ / REMOVE EXISTING CJ3 66 F--a EXISTING MECH. DOOR AND FRAME, AND PREP HARDWARE DATE DESCRIPTION CLOSET (NIC) FOR RE -INSTALLATION \ ON NEW DOOR (SEE DOOR SCHEDULE) DEMO PLAN MECH. LO , DOOR 181 I O 1 /8"=1'-011 — A 18 17 16 15 13 �i 7 i i Aml .0 August 7, 2017 BID SET 0 GRIMM AND PARKER, P.C. 2014 li J 0 I 18� 17� 16 15� 14 13 12 5 GRININI AND PARKER, P.C. 2014 METAL ENTRANCE CANOPY, PAINTED TO MATCH EXISTING COF, ...,,n„ ...., BRICK S( ii •AAKIL I x I v) 1 /8" =1'-0" K BRICK CORNICE TO MATCH EXISTING TYP. BRICK VENEER TO MATCH EXISTING TYP. ALUMINUM STOREFRONT I I I I v i 1 /8" =1'-0" 9 I 11 It 0 J ■ i1 I L1 T 1/8" =1'-0° 0 T.O. MASONRY - SOLDIER COURSE 11'- 1 11 /32" TT.O. SLAB .O. O' - nvv I '*- I -r ) 1 /8" =1'-0" NEW WORK PLAN - MECH. CLOS. DOOR 131 H 14 1/8" =1,-0,, CORRIDOR s. 6" <A3 A128 j MO 1166'f - 1146 MO j: L7� IN A-3.2 CONFERENCE TOILET X1 SFO7 � I A114_� , 112 A112 �7A J1 1 -6 _ 6" MOB, \�\ A-3.1 FEC J 16 A-3.1 J 18 113B - - d :. g, V - 2 3/4" 8' - 91/4" 6' - 8" (VIF) 6' 15' 1 318" (VIF) 4 718" 5' 0" 4 7/8" 10' 101/8" r 11 _ - • . -- BLACK OUT SHADE, 4718" X1 CLINIC TOILET ;; INCL. DOOR LITES _ - - )%C1 MO J1 J1 111 111 II C: VESTIBULE �jMO T Cl 4A ESA117 ] 3 WAITING 2' 0 BLACK OUT SHADE, M03 i -tr° F06 INCL. DOOR LITES r X3 I �" ROLLER SHADE - 3% 116A 1' 1. 8" 9" 15'-21112" +1- (VIF) 0' 113A 20' - 5 9/16" L18 OPENNESS _ - = EO \� Lo w m _ XI 17 X1 CLINIC L15 = --- o o X3 A113 » X- o " U) SF05 X1 A18 A-3.1 I2'-2" 6' 4" T-6" y A-4.1 ADM11N 3''E' X3 X1 CLOSET J. M A1115 _ A118 Aft : '" \\�\ (CANOPY ABOVE) i J1 r 8' - 0' K18 I TUBE COLUMN J� L_ _j X1 iN �F08 1' - 0° P.A. CLOS. A 1.1 F04 i SEE STRUC. 120 4' 0" 8" -t M03 A120 110A t-t_ 6v' a VRF - SEE MECH. A ROLLER ------ 110 __ A 0 SHADES - 3% OPENNESS 6\jl F03 - _----_______ I PRINCIPAL C.L. F.O. I A1 J10 STL10 BRICK SF04 i Vol I H18 A-1.1 A 4.1 BLACK OUT I 15' - 3 T8" 5'- 6 5/8" 11 2 3/4" - a SHADE, INCL.SF01 b DOOR LITES - ---- o -- J - - -- -- - _ SF03 I EXTERIOR I ROLLER SHADES -3% OPENNESS, TYP. THIS ROOM 10'-0" 8'-8" 2'-8" 8'-8" 10'-8" I 4'-0" K14 J18 I A 1.1 A-4.1 J14 V SF02 771 J4 A-4.1 5) WALL BASE SCUPPERS, EVENLY SPACED F ROM CORNERS, AS INDICATED; FOR MORE NFO, SEE: J4 / A-4.1 33' - 4" 11 METAL ENTRANCE CANOPY, PAINTED TO MATCH EXISTING COPING & WINDOWIDOOR FINISH TYP. A18 A-4.1 10 9 8� 7 6� 5 J18 J14 A-4.1 A-4.1 � I 1 1v) 1/8"=14" CAST ALUMINUM DIMENSIONAL CHARACTERS BRICK CORNICE TO MATCH EXISTING TYP BRICK VENEER TO MATCH EXISTING TYP. NEW SITE WALL AROUND LOADING DOCK AND HVAC UNIT TO MATCH EXISTING BRICK- SEE PLAN & WALL SECTIONS, AND MECH. - UVVD DULI\I ILMUJ lW U-U REFLECTED CEILING PLAN -NEW WORK r► 1 v ) 118" =1'-0" J4 A-4.1 18 17 16� 15� 14 13 12 11� 10� 9� 8� 7 RCP LEGEND 2X2 RECESSED TROFFER LIGHT 2X4 RECESSED TROFFER LIGHT 2X2 ACT GWB 4 3 2 GENERAL NOTES GENERAL NOTES APPLICABLE TO ALL DRAWINGS - ITEMS AND CONDITIONS DETAILED, NOTED OR OTHERWISE IDENTIFIED ON ONE OF THE SECTIONS OR DETAILS ARE APPLICABLE AND BINDING TO ALL OTHER SECTIONS AND DETAILS FOR IDENTICAL OR SIMILAR CONDITIONS. 1. ALL CONSTRUCTION AND WORK SHOWN ON THE COMPLETE SET OF DRAWINGS IS NEW AND FURNISHED AND INSTALLED BY THE CONTRACTOR, UNLESS OTHERWISE NOTED. 2. THE DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY AND WHAT IS REQUIRED BY ONE IS REQUIRED BY ALL. NO DRAWING SHALL BE ASSUMED TO TAKE PRECEDENCE OVER ANY OTHER, NOR SHALL DRAWINGS OR SPECIFICATIONS HAVE PRECEDENCE ONE OVER THE OTHER. IN THE EVENT OF A CONFLICT BETWEEN DRAWINGS, BETWEEN SPECIFICATIONS, OR BETWEEN DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR SHALL CONSULT WITH THE ARCHITECT FOR CLARIFICATION. THE CONTRACTOR SHALL NOT PROCEED WITH WORK UNTIL CLARIFICATION HAS !i �I BEEN OBTAINED FROM THE ARCHITECT. IN THE EVENT THE CONTRACTOR PROCEEDS WITHOUT CLARIFICATION, THE CONTRACTOR IS RESPONSIBLE TO REMOVE ANY WORK NOT CONFORMANT TO THE ARCHITECT'S DIRECTION WITHOUT ADDITIONAL COST TO THE OWNER. 3. FOR PURPOSES OF BIDDING ONLY, IF A CONFLICT IN THE DOCUMENTS IS DISCOVERED AND CLARIFICATION CANNOT BE OBTAINED THROUGH THE ARCHITECT'S ADDENDUM PRIOR TO THE BID DATE, THE CONTRACTOR SHALL ASSUME THE MORE COSTLY MATERIAL, SYSTEM, OR INSTALLATION IS TO PREVAIL. THE CONTRACTOR SHALL SEEK CLARIFICATION FROM THE ARCHITECT AFTER THE CONTRACT HAS BEEN AWARDED AND BEFORE PROCEEDING WITH WORK. IF THE ARCHITECT DETERMINES THE MORE COSTLY MATERIAL, SYSTEM, OR INSTALLATION IS DESIRED, WORK SHALL PROCEED WITHOUT ALTERATION TO THE CONTRACT SUM. IF THE ARCHITECT DETERMINES THE LESS COSTLY MATERIAL, SYSTEM, OR INSTALLATION IS DESIRED, AN APPROPRIATE DEDUCTION FROM THE CONTRACT SUM SHALL BE NEGOTIATED. 4. IN THE ABSENCE OF A WRITTEN DIMENSION, OR IN CASE OF DOUBT AS TO THE PROPER MEASUREMENT, CONSULT THE ARCHITECT FOR CLARIFICATION. 5. SECTIONS INDICATED ARE INTENDED TO SHOW THE SPECIFIC CONSTRUCTION WHERE REFERENCED AS WELL AS ESTABLISH THE GENERAL CONSTRUCTION DETAILS FOR SECTIONS THROUGHOUT THE PROJECT WHICH DO NOT HAVE SPECIFIC SECTIONS DRAWN. THE MOST SIMILAR SECTIONS SHALL BE ADAPTED TO ANY SECTIONS NOT DETAILED. L ANY SPECIFIC QUESTIONS CONCERNING CONSTRUCTION NOT ADEQUATELY COVERED BY THE ABOVE SHOULD BE DIRECTED TO THE ARCHITECT DURING THE BIDDING. 6. TYPICAL DETAILS THROUGHOUT THE DRAWING SET SHALL APPLY FOR ALL APPLICABLE CONDITIONS EVEN IF NOT SPECIFICALLY SHOWN OR REFERENCED. 7. SEE STRUCTURAL DRAWINGS FOR ACTUAL STRUCTURAL STEEL AND BEARING ELEVATIONS. 8. REFER TO CIVIL DRAWINGS FOR THE LAYOUT OF CONCRETE WALKS, MOW STRIPS, PAVING PATTERNS, ETC., IN THE BUILDING VICINITY. 9. UNLESS NOTED OTHERWISE, WALLS SHALL EXTEND TO THE ROOF OR FLOOR DECK ABOVE AND BE SEALED IN ACCORDANCE WITH GENERAL PLAN NOTE #2 ON SHEET A11.1 AND WALL TERMINATION DETAILS ON WALL TYPE SHEET. 10. AT ALL OUTSIDE CORNERS OF INTERIOR CMU WALLS, COLUMN ENCLOSURES, PIPE CHASES OR OTHER WALL PROJECTIONS, PROVIDE MASONRY UNITS WITH BULLNOSED (ROUNDED) EDGES WITH 1" RADIUS, UNLESS OTHERWISE NOTED OR WHERE SCHEDULED TO RECEIVE CERAMIC TILE. WHERE MASONRY CORNERS ALIGN WITH BULKHEADS, TRANSITION FROM BULLNOSE CORNER UNITS TO SQUARE CORNER UNITS. It UNLESS SPECIFICALLY NOTED OTHERWISE, ENCLOSE ALL VERTICAL MECHANICAL PIPES, RAIN LEADERS, ETC. WITH 4" CMU OR GYPSUM BOARD TO MATCH SURROUNDING FINISHES. 12. REFER TO PLANS AND ELEVATIONS FOR LOCATIONS OF CONTROL JOINTS (C.J.) AND EXPANSION JOINTS (E.J.) IN EXTERIOR MASONRY WALLS. IF A CONFLICT EXISTS BETWEEN JOINT LOCATIONS SHOWN ON THE ELEVATIONS AND PLANS, CONSULT THE ARCHITECT FOR CLARIFICATION PRIOR TO CONSTRUCTION. REFER TO FLOOR PLANS FOR - -- LOCATIONS OF CONTROL JOINTS (C.J.) IN INTERIOR MASONRY WALLS. 13. ALL EXTERIOR CAVITY WALLS TO HAVE THRU-WALL FLASHING AT THE BOTTOM OF THE CAVITY WITH WEEP HOLES TO THE OUTSIDE. ALL FLASHING BUILT INTO WALLS SHALL BE LAPPED AND SEALED. REFER TO FLASHING DETAILS INDICATED. 14. REFER TO BUILDING ELEVATIONS AND ELEVATION DETAILS FOR MASONRY PATTERNS. 15. INCLUDE PROJECTIONS, BEAM ENCLOSURES, RECESSES, BULKHEADS, PILASTERS AND SIMILAR ENCLOSURES AS PART OF WALL AND CEILING FINISHES AS SCHEDULED. 16. ALL APPURTENANCES BUILT INTO OR THROUGH WALLS, INCLUDING DOORS, DUCTS, WINDOWS, LOUVERS, GRILLES, MECHANICAL WORK, ETC. SHALL FIT TIGHT AND BE THOROUGHLY SEALED AROUND PERIMETERS. WORK AT EXTERIOR WALLS SHALL BE FLASHED OR OTHERWISE WATERPROOF SEALED. 17. SEE FURNISHIING PLANS (A-9 SERIES) FOR CASEWORK, CABINETS, LOCKERS, DISPLAY BOARDS AND CASES AND SIMILAR ITEMS. 18. FIELD CHECK ROUGH AND/OR FINISHED DIMENSIONS FOR ACCURATE FITTING OF CABINETS, COUNTERS, LOCKERS, DOORS, WINDOWS, FIXTURES, SHELVING, GATES AND OTHER INSTALLATIONS PRIOR TO SHOP OR FACTORY FABRICATION., PROVIDE FILLER STRIPS, SCRIBE STRIPS, BASES, CLOSURE FINISHES AND TRIM FOR A COMPLETE INSTALLATION(. 19. PROVIDE APPROPRIATE TRANSITION STRIPS AT CHANGES IN FLOOR ELEVATIONS. 20. REFER TO PLUMBING, HVAC AND ELECTRICAL DRAWINGS FOR LOCATIONS AND DESCRIPTIONS OF ACCESS PANELS, LOUVER OPENINGS, VENTILATORS, GRILLES, VALVE CABINETS, FIRE DAMPERS OR OTHER APPURTENANCES , H Uk AFFECTING WALLS, CEILINGS OR FLOORS. PROVIDE NECESSARY LINTELS, SUPPORT AND ANCHORAGE. SEE STRUCTURAL NOTES FOR LINTEL REQUIREMENTS. 21. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR LOCATIONS OF CONCRETE PADS TO BE PROVIDED BELOW OR AROUND EQUIPMENT. UNDT 22. INSTALL ELECTRIC SWITCHES, OUTLETS, THERMOSTATS, CONTROLS, CLOCKS, SPEAKERS, FLAGPOLE HOLDERS AND OTHER WALL -(MOUNTED ACCESSORIES IN LOCATIONS WHICH ARE UNOBSTRUCTED BY CABINETS, COUNTERS, RACKS, lAc. No. 91.45 DISPLAY BOARDS, FIXTURES, SHELVING OR OTHER FURNISHINGS OR EQUIPMENT DESIGNATED FOR SPACES SHOWN ON DRAWINGS. THESE DEVICES ARE SHOWN ON THE ARCHITECTURAL DRAWINGS TO ALERT OTHER SUB- % 17 CONTRACTORS OF THEIR PRESENCE. COORDINATE INSTALLATION WITH THE ELECTRICAL DRAWINGS, ADVISE THE ARCHITECT OF CONFLICTS IN LOCATION OR TYPES OF DEVICES SHOWN PRIOR TO INSTALLATION. DO NOT INSTALL H I ;j WALL MOUNTED ITEMS ON, THROUGH OR INTO ANY EQUIPMENT UNLESS INDICATED. 23. MOUNT ELECTRIC SWITCHES, THERMOSTATS AND OTHER ELECTRONIC CONTROLS LOCATED IN THE SAME VICINITY AT THE SAME HEIGHT ABOVE FINISHED FLOOR IN A UNIFORM, ORDERLY FASHION UNLESS NOTED OTHERWISE. N o H CD CY) U a) N Q co tf7 co LO CU (fl > or) E >; N O v N LU LL GENERAL .PLAN NOTES GENERAL NOTE APPLICABLE TO ALL DRAWINGS -ITEMS AND CONDITIONS DETAILED, NOTED OR OTHERWISE IDENTIFIED ON ONE OF THE SECTIONS OR DETAILS ARE APPLICABLE AND BINDING TO ALL OTHER SECTIONS AND DETAILS FOR IDENTICAL s •• OR SIMILAR CONDITIONS. 1. REFER TO SHEET A-3.2 FOR WALL TYPES AS TAGGED ON THE PLANS WITH THE DIAMOND SYMBOL. FOR WALLS NOT TAGGED WITH ANY SYMBOL, SEEK CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING. FOR BIDDING PURPOSES ONLY, IF CLARIFICATION CANNOT BE OBTAINED FROM THE ARCHITECT THROUGH ADDENDUM PRIOR TO THE BID DATE, ASSUME CMU WALLS ARE TYPE A2 AND INTERIOR STUD WALLS ARE TYPE J1.OBTAIN CLARIFICATION FROM THE ARCHITECT PRIOR TO INSTALLING THE WORK. IF THE ARCHITECT DETERMINES THE UNLABELED WALL IS OTHER THAN A2. OR A, THE APPROPRIATE ADJUSTMENT TO THE CONTRACT SUM WILL BE NEGOTIATED. < 2. UNLESS NOTED OTHERWISE, WALLS SHALL EXTEND TO THE ROOF DECK ABOVE AND BE SEALED IN ACCORDANCE WITH THE WALL TERMINATION DETAILS. REFER TO THE CODE STUDY PLAN FOR IDENTIFICATION OF ALL SMOKE AND FIRE WALL CONDITIONS. PERIMETER CORRIDOR AND LOBBY WALLS SHALL BE BUILT TO RESIST THE PASSAGE OF SMOKE. 3. REFER TO WALL SECTIONS AND DETAILS FOR EXTERIOR WALL TYPES AND CONSTRUCTION. GWB BULKHEAD @ 8' 4" 4. DIMENSIONS ON PLANS ARE FROM FACE OF MASONRY TO FACE OF MASONRY, FACE OF MASONRY TO FACE OF GYPSUM BOARD OR FACE OF GYPSUM BOARD TO FACE OF GYPSUM BOARD. 1. 5. COLUMN GRID LINES ARE FOR REFERENCE ONLY, REFER TO STRUCTURAL DRAWINGS FOR COLUMN LOCATIONS. 6. REFER TO FURNISHING PLANS FOR CASEWORK, MILLWORK DISPLAY BOARDS, SHELVING UNITS, TV MOUNTING Il BRACKETS, LOCKERS, FURNITURE, ETC. (A-9 SERIES). 7. FEC - INDICATES A FIRE EXTINGUISHER WITH A RECESSED CABINET. FE - INDICATES A FIRE EXTINGUISHER WITH A WALL MOUNTING BRACKET. P 1 `f V a O 8. UNLESS SPECIFICALLY INDICATED OTHERWISE, THE SAME WALL TYPE NEXT TO A DOOR OR OPENING SHALL CONTINUE OVER THE DOOR OR OPENING. _ 9. PLAN LOCATION OF DOORS AND FRAMES RELATIVE TO THE PLANE OF THE WALL IS DIAGRAMMATIC ONLY. REFER TO THE REFERENCED JAMB AND HEAD CONDITION DETAILS TO DETERMINE ACTUAL PLACEMENT OF DOOR AND FRAME. 8' 4" , _ 10. WHERE A SYMBOL IS LOCATED ON THE PLANS THAT DENOTES A PIECE OF FURNITURE, EQUIPMENT, CASEWORK, OR E , MILLWORK, AND SUCH SYMBOL IS NOT LABELED OR TAGGED TO A SCHEDULE, THE CONTRACTOR SHALL SEEK (� 8 - 4 Y CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING. FOR PURPOSES OF BIDDING ONLY, IF CLARIFICATION -- -77= c , CANNOT BE OBTAINED FROM THE ARCHITECT THROUGH ADDENDUM PRIOR TO THE BID DATETHE CONTRACTOR C� SHALL ASSUME THE ITEM IS THE SAME AS THE TAGGED SYMBOL MOST NEARLY RESEMBLING, THE UNTAGGED SYMBOL BASED ON ITS SHAPE, LINEWEIGHT(S), LOCATION, AND USAGE IN SPACES OF SIMILAR FUNCTION. THE CONTRACTOR 8' - 4" SHALL SEEK CLARIFICATION FROM THE ARCHITECT PRIOR TO PROCEEDING WITH INSTALLATION. IF THE ARCHITECT E TYPE'XT BULKHEAD WALL DETERMINES THE UNTAGGED SYMBOL DENOTES SOMETHING OTHER THAN THAT TAGGED SYMBOL IT MOST CLOSELY - ABOVE DOOR UP TO 8'-8" CLG. RESEMBLES, THE APPROPRIATE ADJUSTMENT TO THE CONTRACT SUM SHALL BE MADE. IO E ---- GWB BULKHEAD @8'0" TYPICAL CONTROL JOINT NOTES _ 1. BRICK AND CMU CONTROL JOINTS ARE SHOWN ON THE PLANS OR ELEVATIONS, PROVIDE ALL JOINTS SHOWN ON THE PLANS, ELEVATIONS AND DETAILS. SEE DETAILS ON THIS SHEET AND SHEET A-9.1 FOR 8 8 TYPICAL DETAILS. 2. INTERIOR, MASONRY CONTROL JOINTS MAY NOT BE SHOWN. THEY SHALL BE PROVIDED AND SPACED PER LAJW - SPECIFICATIONS. Cj3 J 3. GYPSUM (BOARD CONTROL JOINTS MAY NOT BE SHOWN, THEY SHALL BE PROVIDED AND SPACED AS _J ' RECOMMENDED IN THE GYPSUM BOARD MANUFACTURERS PUBLISHED LITERATURE AND PER ASTM C STANDARDS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING THE PROPOSED LOCATION OF THESE C:) C!:) ?, TO THE ARCHITECT FOR REVIEW AND APPROVAL. SOME GYPSUM BOARD CONTROL JOINTS ARE SHOWN D WHERE SPECIAL AESTHETIC EFFECT IS DESIRED. ADDITIONAL JOINTS SHALL BE PROVIDED IF NEEDED TO �L.)i- 8' - 4" 8' - 4" COMPLY WITH THE SPECIFICATIONS. ;CJD C> - - -- - (2) 4' X 6' X FULL -HT. � t� CEILING -MOUNT PRIVACY SCREENS &TRACKS VERIFY FINAL SIZING & NOTES APPLY TO ALL ELEVATION SHEETS ELEVATION NOELS ( ) 04 5 �- 8' - 8" MOUNTING LOCATIONS W/ (f) CD OWNER & ARCHITECT GENERAL NOTE APPLICABLE TO ALL DRAWINGS - ITEMS AND CONDITIONS DETAILED, NOTED OR OTHERWISE IDENTIFIED ON Z W rw1*1 ONE OF THE SECTIONS OR DETAILS ARE APPLICABLE AND BINDING TO ALL OTHER SECTIONS AND DETAILS FOR IDENTICAL 0 1 J LJ OR SIMILAR CONDITIONS. F_ LJLJ 1. REFER TO STRUCTURAL DRAWINGS FOR FOOTING ELEVATIONS. G%) LJLJ I-- -1 ':� 2. MASONRY BOND PATTERN SHALL BE RUNNING BOND UNLESS OTHERWISE INDICATED, REFER TO LARGE SCALE W � Cfj ELEVATION DETAILS FOR MASONRY PATTERNS, BONDING, SPECIAL SHAPES AND MORTAR COLOR PATTERNS. LU 1-- 3, PROVIDE SEALANT AT ALL INTERSECTIONS OF DISSIMILAR MATERIALS IN ACCORDANCE WITH THE SPECIFICATIONS, F- ALL EXTERIOR SEALANTS TO BE A CUSTOM COLOR SELECTED BY THE ARCHITECT. MORE THAN ONE SEALANT COLOR _ W ,..-�" W CZ::> MAY BE SELECTED FOR USE ALONG THE HEIGHT OF THE SAME JOINT TO MATCH ADJOINING MASONRY OR MORTAR. P C -> 4. ALL EXTERIOR EXPOSED STEEL TO BE FIELD PAINTED UNLESS NOTED OTHERWISE. COLOR TO BE SELECTED BY THE z I- � c Scale: 1inch = 8 feet ARCHITECT. Q �- 0 m- "�� 5. REFER TO TYPICAL ROOF FLASHING DETAILS ON SHEET A-1.2 FOR FLASHING REQUIREMENTS. � 6. VISIBILITY OF ALL NEW MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. NEW ,j 0- �� CC SCREENING SITE WALL AT LOADING DOCK AREA SHALL MATCH EXISTING BRICKWORK. C D r -- 0 4' 8' 16' 24' 32' DATE DESCRIPTION KEY PLAN REFLECTED CEILING PLAN NOTES EXISTING BUILDING GENERAL NOTE APPLICABLE TO ALL DRAWINGS - ITEMS AND CONDITIONS DETAILED NOTED OR OTHERWISE IDENTIFIED ON ONE OF THE SECTIONS OR DETAILS ARE APPLICABLE AND BINDING TO ALL OTHER SECTIONS AND AREA OF DETAILS FOR IDENTICAL OR SIMILAR CONDITIONS. MINOR __ AREA OF DOOR RENOVATION 128 REPLACEMENT 1. TYPICAL (CEILING HEIGHT SHALL BE 8'-8" UNLESS OTHERWISE INDICATED ON REFLECTED CEILING PLANS. TOILETS AND STORAGE ROOMS TO BE 8'-4". 2. REFER TO ELECTRICAL DRAWINGS FOR LIGHT PATTERN AND EXIT LIGHT LOCATIONS. NOTIFY ARCHITECT OF DISCREPANCIES PRIOR TO SHOP DRAWINGS. 3. ALL WALLS SHOWN EXTEND TO THE STRUCTURAL DECK (SEE WALL TYPES). AT CORRIDOR CHASE AREA OF DOOR WALLS, EXTENDED 4" ABOVE THE CEILING. 131 REPLACEMENT 4. REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ITEMS NOT SHOWN ON CEILING PLAN. GRILLES, SPEAKERS, SPRINKLERS, HEAT & SMOKE DETECTORS, SHALL BE CENTERED IN TILES Aml UNLESS NOTED OTHERWISE. 5. ALL BULKHEAD DIMENSIONS ARE FROM FINISH FACE OF WALL OR BULKHEAD TO FINISH FACE OF MAIN AREA OF NEW WORK BULKHEAD. August 7, 2017 \ \ 6. PROVIDE 1/2" REVEALS BETWEEN DISSIMILAR MATERIALS ON THE SAME PLANE AT THE CEILINGS, AREA OF RENOVATION 7. IN AREAS OF EXPOSED CEILINGS, PAINT EXPOSED STRUCTURE, UNDERSIDE OF DECK, SPRINKLER BID SET AREA OF NEW ADDITION PIPING, CONDUIT AND ALL MISCELLANEOUS OVERHEAD ITEMS, COLORS TO BE SELECTED BY ARCHITECT. tGRIMM AND PARKER, P.C.2014 2 6 5 4 3 0 0 0 I� LAP SEALANT EXISTING ROOF SYSTEMF ASSEMBLY TO REMAIN 1,_7m II. EXISTING WALL �- FM ILI • � 1 • � 1 13 17 10 15 14 13 ,9 GRIMM AND PARKER, P.C. 2014 V V V HOT -DIPPED GALV. ROOF NAIL @ 4" O.C. TYPICAL ADHERE COVER STRIP FRT, PPT 2X6 WD CURB 3 LAYERS - 2" POLYISOCYANURATE INSULATION -STAGGER JOINTS STRUCTURAL DECK FILLER EXTEND NEW EPDM ROOFING 6" OVER EXISTING MEMBRANE ROOFING 6" PERIMETER REINF FASTENING STRIP. FASTNERS AND PLATES @ 12" O.C. 2x PT NAILERS AS REQUIRED TO MATCH INSUL THICKNESS FULLY ADHERED EPDM ROOFING LAP SEALANT 3 LAYERS POLYISOCYANURATE INSULATION 2 LAYERS @ 2" EA AND ONE LAYER AT 1 1/2" EXISTING ROOF TO REMAIN NOTE: SIMILAR DETAIL USED AS NEEDED AT PITCH POCKET DETAILS FOR DUCT, CONDUIT, AND STEEL PENETRATIONS -FURNISH AND INSTALL FASTENERS AND FASTENING PLATES AS REQUIRED TO ATTAIN UPLIFT SPECIFIED ROOF DETAIL a@ -PITCH POCKET 1 /2" =1'-0" T.O. STEEL 10' - 11 1 /2" NEW METAL DECKING SEE STRUCTURAL DRAWINGS NEW STEEL BEAM SEE STRUCTURAL DRAWINGS EXISTING WALL EXTEND NEW EPDM ROOFING 6" OVER EXISTING MEMBRANE ROOFING 12 VENT PIPE -SEE DRAWING 11 10 0 7 6 5 4 TYPICAL ROOF NOTES GENERAL NOTE APPLICABLE TO ALL DRAWINGS - ITEMS AND CONDITIONS DETAILED, NOTED OR OTHERWISE FOR LOCATIONS IDENTIFIED ON ONE OF THE SECTIONS OR DETAILS ARE APPLICABLE AND BINDING TO ALL OTHER SECTIONS POURABLE SEALANT LAP SEALANT AND DETAILS FOR IDENTICAL OR SIMILAR CONDITIONS. EPDM FLASHING STRIP VENT PIPE-METAL/PVC / S.S. CLAMP RING 1, DETAILS INDICATED ARE TYPICAL FOR ALL SIMILAR ROOFING CONDITIONS UNLESS OTHERWISE PREMOLDED PIPE FLASHING / PREMOLDED PIPE FLASHING INDICATED, 2, UNLESS OTHERWISE NOTED, MINIMUM ROOF SLOPE IS 1/8" PER FOOT. PROVIDE TAPERED INSULATION CONTINUOUS BEAD OF LAP SEALANT ' �1 FIELD MEMBRANE 0\ EVEN IF NOT SHOWN ON THIS PLAN AS REQUIRED TO MAINTAIN MINIMUM REQUIRED SLOPE TO ROOF ( ) DRAINS AND ELIMINATE ANY AREAS OF POTENTIAL STANDING WATER, 60 MIL EPDM REINFORCED LAP SEALANT 3. ALL ROOF PENETRATIONS AND ACCESSORIES (DRAINS, VENTS, ETC.) ARE TO BE INSTALLED AND FLASHED IN COMPLIANCE WITH THE CURRENT EDITIONS OF N.R.C.A. ROOFING AND WATERPROOFING MEMBRANE -FULLY ADHERED 6" LAP SEAM MANUAL AND S.M.A.C.N.A. (ARCHITECTURAL SHEET METAL MANUAL) 4. COORDINATE WITH MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ITEMS (INCLUDING UNIT SIZES AND LOCATIONS) NOT SHOWN OR SCHEMATICALLY SHOWN ON ROOF PLANS. 5. PROVIDE ADEQUATE BLOCKING NECESSARY TO ACHIEVE LEVEL MECHANICAL CURBS AT ALL LOCATIONS, MAINTAIN MINIMUM 8" FROM TOP OF CURB TO ADJACENT ROOF. PROVIDE TAPERED { CRICKETS (MINIMUM 1/2" PER FOOT SLOPE) AROUND ALL MECHANICAL EQUIPMENT CURBS. -- -- 6. THE ROOF DRAIN AND MECHANICAL UNIT LOCATIONS SHOWN ON THE ROOF PLAN ARE APPROXIMATE. -- --- - --- -+- -- ---;- - --I t-- __ COORDINATE WITH MECHANICAL AND PLUMBING DRAWINGS FOR EXACT LOCATIONS. 7, PRIOR TO FLASHING OVERFLOW ROOF SCUPPERS AND ROOF DRAIN, ROOFING CONTRACTOR SHALL BE -' LAP SEALANT REQUIRED TO CONFIRM MAXIMUM DRAIN PIPE HEIGHT OF 3" ABOVE ROOF IN ACCORDANCE WITH \ PLUMBING DRAWINGS. 8. PROVIDE WALKWAY PROTECTION WHERE INDICATED AND AT ALL SIDES OF MECHANICAL ROOF TOP 2 LAYERS 3" POLYISOCYANURATE INSULATION - STAGGER JOINTS UNITS REQUIRING SERVICE. \ 9. ALL ROOF TOP EQUIPMENT (EXCLUDING PREFINISHED ITEMS) SHALL BE FIELD PAINTED. STRUCTURAL DESK 10. WHERE INDICATED, REFER TO PLUMBING DRAWINGS FOR RADON PIPE DETAIL, FLASHING SHALL BE IN ACCORDANCE WITH TYPICAL DETAILS, NOTE: DIAMETERS VARY, CONTRACTOR TO VERIFY IN FIELD 11. PROVIDE FRT WOOD BLOCKING AS REQUIRED TO ACCOMMODATE ALL PROFILES OF FINISHED ROOFING INCLUDING AT CRICKETS AND TAPERED INSULATION AT WALLS, PARAPETS AND GRAVEL STOPS, GRAVEL STOPS AT GUTTERS TO BE STAINLESS STEEL WITH SOLDERED JOINTS. 1 ROOF DETAIL @ VENT THROUGH ROOF r s i �1/2"=1'-011 6" PERIMETER REINF FASTENING STRIP. FASTNERS AND PLATES @ 12" O.C. 2x PT NAILERS AS REQUIRED TO MATCH INSUL THICKNESS FULLY ADHERED EPDM ROOFING 3 LAYERS POLYISOCYANURATE INSULATION 2 LAYERS @ 2" EA AND ONE LAYER AT 1 1/2" T.O. STEEL 11' - 0 1 /2" NEW METAL DECKING SEE STRUCTURAL DRAWINGS STEEL BEAM SEE STRUCTURAL DRAWINGS FULLY ADHERED EPDM ROOFING 3 LAYERS POLYISOCYANURATE INSULATION 2 LAYERS @ 2" EA AND ONE LAYER AT 1 1/2" 6" PRESSURE SENSITIVE COVER STRIP PT 2x8 WOOD SLEEPERS AS NEEDED TO MAINTAIN EDGE DRIP ELEVATION EXTEND MEMBRANE OVER BLOCKING AND BEHIND CLEAT - CONTINUOUS CLEAT NAIL @ 6" O.C. 2 PIECE STEEL EDGE DRIP T.O. STEEL [� 11' 1 7/16" METAL DECKING SEE STRUCT DRAWINGS BRICK SOLDIER COURSE OUTER TERMINATION @ ADMIN 1 1 /211=1'-0'1 FINISH PLAN - NEW WORK 1 /8" FULLY ADHERED EPDM ROOFING 3 LAYERS POLYISOCYANURATE INSULATION 2 LAYERS @ 2" EA AND ONE LAYER AT 1 1/2" 4" MIN. TOP COPING 6" PRESSURE SENSITIVE COVER STRIP 6" ABOVE TOP COPING EXISTING PT 2x8 WOOD SLEEPERS AS NEEDED TO MAINTAIN EDGE DRIP ELEVATION 6" ABOVE 12' - 1" EXISTING EXTEND MEMBRANE OVER 12 - 1" BLOCKING AND BEHIND CLEAT --- -- CONTINUOUS CLEAT NAIL @ 6" O.C. - r I I - 2 PIECE METAL EDGE DRIP T.O. STEEL - - 11' - 3 1/32" 77 METAL DECKING SEE STRUCT DRAWINGS BRICK SOLDIER COURSE STEEL BEAM SEE STRUCTURAL DRAWINGS O�JTERTERIVIINATION DETAIL PRINCIPAL'S OFFICE FLOOR THESE AREAS CH EXISTING ADJACENT Y TILE - EXTENT OF G AS REQUIRED FOR -ATION OF NEW WORK - JMBING ROOF DRAIN WITH TAPERED INSUAATION - TYP. SUMP SHALL BE 8'-0" X 8'4' 0 DIRECTION OF SLOPE FROM HIGH POINT - ROOF SLOPES @ 1/4" PER FOOT, MINIMUM, UNLESS OTHERWISE NOTED T.O.M. 48' 0° TOP OF MASONRY PARAPET T.O.S. 48' 0° TOP OF STEEL 48' 0" J.B. JOIST BEARING 1 SIM A101 DETAIL @ TOP OF WALL SIM 1 A101 DETAIL @ LOW ROOF WALL - FLASHING CONDITION INDICATES ROOFTOP MECHANICAL EQUIPMENT - COORDINATE WITH MECHANICAL DAWINGS D.S.1 DOWNSPOUT DOWN TO LOWER ROOF & SPLASH PAN D,S, 2 DOWNSPOUT DOWN TO CAST IRON DOWNSPOUT BOO i AT GRADE - SEE CIVIL DRAWINGS FOR CONNECTION O.S. OVERFLOW SCUPPER - SEE DETAIL F6/A-1.9 ROOF WALKWAY - 36" WIDE CAPSHEET ADHERED TO ROOF PER -- - - - MANUFACTURER'S RECOMMENDATIONS AT LOW SLOPE ROOF. ETR EXISTING FINISH TO REMAIN (PATCH AS REQUIRED) VCT-1 VINYL COMPOSITE TILE #1 . kkT:. VCT-2 VINYL COMPOSITE TILE #2 ) L .. VCT-3 VINYL COMPOSITE TILE #3 CPT-1 CARPET #1(2 COLOR CHOICES) - - - silo CPT-2 CARPET #2 LVT LUXURY VINYL TILE L- -, ----- -� - 0 �J Lie.' No.., 9145 7117 '7 41 '. IT T'.' N O I� ® v (D (N cu Co M C tli L 0) E � L O qNj � E cA 4 C coO O to 0) W L �t 3: LJ..1 V cv r PT PORCELAIN TILE t� 'Q t1Y QT QUARRY TILE (MATCH EXISTING) z �- ------ AW ACCENT PAINT WALL J t� 0 aC NOTE: FLOOR PATTERNS SHOWN ARE FOR BIDDING PURPOSES ONLY, ACTUAL C= �— FLOOR PATTERNS WILL BE PROVIDED BY ARCHITECT DURING CONSTRUCTION, Z CONSULT ARCHITECT BEFORE INSTALLING, U LL Q O � O U) 1�— U I--- 0 H c/3 � � UJ Q � z O w 0 w w � � Q Ii�1 HLu +� LU � w O -- � v— c � O cU Scale: 1 inch = 8 feet 0 0 CC, U oho 0 4' 8' 16' 24' 32' DATE DESCRIPTION KEG' PLAN AREA OF MINOR RENOVATION P1r\Lji Vr IYCVV MUL/I1 IVIV 3 2 AREA OF DOOR 128 REPLACEMENT AREA OF DOOR 131 REPLACEMENT Aml I August 7, 2017 BID SET QDGRIMM AND PARKER, P.C. 2014 A 1_T 8 17 16 15 14 13 12 11 10 9 8 7 6 54 13 17 16 15 14 13 12 11 10 9 6 5 4 3 2 1 J GRIMM AND PARKER, P.C. 2014 3' - 0" 2' . 2" 3' - 0" 2'-0" 2' 9" 2' 3" DOOR SCHEDULE FINISH MATERIALS TYPICAL DOOR NOTES G4 G3 G5 G9 G12 G12 �]9 DOOR FRAME DOOR 1. COORDINATE AND PROVIDE HARDWARE AS DETAILED IN THE SPECIFICATIONS OR, IF NOT PRIVACY SCREEN TRACKS SEE RCP NOMINAL SIZE SECTIONS LABEL FLOORS BASES SPECIFIED, PROVIDE HARDWARE (OF EQUAL QUALITY TO THAT SPECIFIED, AND MOST SIMILAR IN MAT' MAT' FIRE }jW CONC CONCRETE WITH HARDENER CT CERAMIC TILE FUNCTION TO TYPE OF DOOR) REQUIRED FOR DOORS TO OPERATE AND APPEAR AS INTENDED ON GWB BULKHEAD GWB BULKHEAD SEE RCP DOOR NO. WIDTH HEIGHT THK. TYPE L L TYPE JAMB HEAD SILL RATING SET REMARKS CPT CARPET ETR EXISTING TO REMAIN DRAWINGS. SEE RCP ETR EXISTING TO REMAIN NONE NO BASE 2 PROVIDE BRUSHED STAINLESS STEEL KICK PLATES ON PUSH SIDE OF DOORS WITH PUSH BARS / \ - 110 T- 0" 7' - 0" 1 3/4" HG SCWD HM HM02 L12 J12 S4 10 LVT LUXURY VINYL TILE PT PORCELAIN TILE AND/OR CLOSER DEVICES. KICK PLATE SHALL BE INSET 1/2" FROM EACH SIDE OF DOOR, AND PT PORCELAIN TILE QT QUARRY TILE MAXIMUM 8" HIGH OR 1/2" BELOW EDGE OF GLASS LIGHT IF PRESENT - � 110A 2' - 4" 7' - 0" 1 3/4" F SCWD HM FR02 L12 J12 S4 11 ( ), -- - - -- - - _ _ - - ------ - - -- -- - - - - -- -- QT QUARRY TILE RST RESILIENT BASE 3. PROVIDE EXPOSED HARDWARE WITH BRUSHED -IN FINISH AND "SILVER" METALLIC IN COLOR \ / 111 3' - 0" 7' - 0" 1 3/4" F SCWD HM FR02 L12 J12 S5 12 VCT VINYL COMPOSITION TILE VRB VENTED RUBBER BASE 112 3' - 0" 7' - 0" 1 3/4" F SCWD HM FR02 L12 J12 S5 13 (ALUMINUM, CHROME, OR STEEL). WD WOOD FLOOR 4, WHEN EXPOSED CLEAR FINISHED WOOD DOORS ARE PAIRED, TAKE CARE TO SELECT MATCHING -+-- -- - SCHEDULED 113A 3' - 0 7' - 0" 1 3/4" HG SCWD HM HM02 -- L12 - J12 S5 09 - - -- - GRAIN TYPE AND COLOR FOR EACH DOOR IN PAIR. r WALL FINISH _ 113B T- 0" 7' - 0" 1 3/4" HG SCWD HM HM01 L12 J 12 S5 09 CEILINGS WALLS 5. VERIFY ALL DIMENSIONS AND CLEARANCES, AND COORDINATE UNDERCUTTING REQUIRED TO M G8 G8 \ 114A 3' - 0" 7' - 0" 1 3/4" HG SCWD HM HM05 SIM L12 J12 S4 08 CLEAR ADJACENT FLOOR MATERIALS. �6. SEE FRAME ELEVATION SHEETS FOR FRAME TYPES. (BOTH H.M. AND ALUM. STOREFRONT) AND 114B 3' - 0" 7' - 0" 1 3/4" HG SCWD HM HM05 L12 J12 S4 06 APC ACOUSTIC PANEL CLG. 2'X4' AP ACOUSTIC PANELS (MOUNTED ON o -• SCHEDULED WALL FINISH -- - - - --- - - ----- - - - -- - - - -- - ----- --- GLASS TYPE KEY. 116A 3 - 0 7 0 1 3/4 FG SCWD HM HM08 L9 J9 S5 05 APC2 ACOUSTIC PANEL CLG. - 2'X2' EXISTING WALL FINISH SURFACE) .. -- -- --- -- 24"W G11 - 0 T IF A DISCREPANCY EXISTS BETWEEN THE DOOR SCHEDULE REMARKS AND THE HARDWARE REFRIGERATOR - � APC3 INTERACTIVE CEILING PANEL -2'X4' FOR 20 /o AW PAINTED ACCENT WALL 1168 3' - 0" 7' - 0" 1 3/4" FG SCWD HM HM06 L12 J12 S5 06 SCHEDULE IN THE SPECIFICATIONS, PROVIDE THE HARDWARE NEEDED TO MEET THE MORE �• - � --�- SCHEDULED BASE OF THE CEILING AREA (APC FOR (CONTRASTING COLOR) NIC - 117A 6' - 0" T - 0" 1 3/4" FG ALUM ALUM_ SF_07 J7, L7 F9, F1.2 S5 02 1 STRINGENT OF THE REQUIREMENTS. _ _ _ _ _ _ _ REMAINDER) CMU UNPAINTED C,M,U. � - - -- - � - - - - - - 8. SEE SPECIFICATIONS FOR SCHEDULED HARDWARE SETS, INCLUDING THOSE INDICATED FOR SCHEDULED BASE 120 T- 0" 7' - 0' 1 3/4" F SCWD HM FR02 L12 J12 S5 11 ETR EXISTING TO REMAIN CT CERAMIC TILE PACKAGED DOOR SYSTEM. 3' - 0" 1' - 0" 1' - 0" 3' - 0' 2" __ - ____ 128 6'- 0" 6' - 8" 1 3/4" F HM HM HMI L9 J9 - 90 MIN. 02A 2 EXP EXPOSED CONSTRUCTION - PAINTED ETR EXISTING TO REMAIN g. PROVIDE CONTINUOUS WEATHERSTRIPPING AND DOOR BOTTOM SEALS AT EXTERIOR DOORS AS 2" 131 6'- 0" 6' - 8" 1 3/4" F HM HM ETR ETR ETR ETR 90 MIN. ** 3 GFC GLASS FIBER SANITARY CEILING HPC HIGH PERFORMANCE COATING G6 G2 G7 G7 - - - - - - --- - --- SPECIFIED. - X117 6'- 0" 7' - 0" 1 3/4" FG ALUM ALUM SF05 J7, L7 * * 01 4 GWB PAINTED GYPSUM WALL BOARD PTD PAINTED SIM WS WOOD SLAT CEILING CLINIC- 1 CLINIC - 2 NUMBERED DOOR REMARKS: L 1 8 1 /4" =1'-0" L 15 1 /4" =1'-0" 1. SEE WALL SECTIONS ON SHEET A-4.1. L 2. DOOR, HARDWARE AND ALL ASSOCIATED ASSEMBLIES TO COMPLY WITH UL LISTING REQUIREMENTS FOR 90-MINUTE RATING, 3. REMOVE EXISTING DOOR LEAVES AND PREP EXISTING FRAME AS REQUIRED, REINSTALL EXISTING DOOR HARDWARE ON NEW DOOR LEAVES AND PROVIDE CLOSER, ALONG WITH ANY OTHER ITEMS REQUIRED FOR 90-MINUTE RATING. 4. SIMILAR TO WALL SECTION A5/A-4.1. EQ EQ FINISH SCHEDULE SCHEDULED COLOR WALLS CLG. WALL FINISH RM. NO. NAME SCHEME FLOOR BASE A B C D MATL. REMARKS A110 PREINCIPAL CPT-1 RST PTD PTD PTD PTD APC2 3 - - -- � --�� WALL MOUNTED --- - - GT0 A111 CLINIC TOILET PT PT HPC HPC HPC HPC APC2 1 A112 TOIILET QT QT HPC HPC HPC HPC APC2 �f -SEE MONITOR A113 CLIINIC VCT-1,2,3 RST HPC HPC HPC HPC APC2 3 -SEE f� ELECTRICAL A114 COINFERENCE CPT-1 RST PTD PTD PTD PTD APC2 3 - --- FOR A115 ADIMIN VCT-1,2,3 RST PTD PTD PTD PTD APC2 3 HOOKUPS SCHEDULED o A116 WAITING T WALL FINISH - - - - - - _ WALL FINISH KEY A117 VESTIBULE CPT-2 RST PTD PTD PTD PTD APC2 SCHEDULED SCHEDULED A118 CLOSET VCT RST PTD PTD PTD PTD APC2 WALLS ON FINISH SCHEDULE ARE DENOTED THUS: BASE BASE A119 ALCOVE QT QT PTD PTD PTD PTD APC2 - ---- -- - -- - - ---- -- --- - - -- -- - - -- __- - --- --- -- - A120 P.A. CLOS. VCT RST PTD PTD PTD PTD APC2 A128 EXISTING CORRIDOR ETR/QT ETR/OT ETR ETR ETR/PTD ETR ETR 2 A A129 INSTRUCTIONAL RESOURCE ETR ETR PTD PTD PTD PTD ETR 3 Al 30 INSTRUCTIONAL RESOURCE ETR ETR PTD PTD PTD PTD ETR 3 D A-X.X. B - r C NUMBERED FINISH REMARKS: 1. PROVIDE THRESHOLD -FREE TRANSITION AT SHOWER FLOOR, AND FULL HEIGHT PORCELAIN TILE AT SHOWER WALLS. C 2. REPLACE !EXISTING QUARRY TILE FINISH FLOOR AND BASE AT EXISTING CORRIDOR, BATHROOM AND BATHROOM ALCOVE TO MATCH EXISTING TYPICAL, AS REQUIRED TO RECEIVE NEW WORK. SEE FINISH PLAN FOR MORE TYPICAL UNLESS OTHERWISE NOTED. INFORMATION. 3, BASE BID TO INCLUDE (2) WALL FINISH PAINT COLORS: BASE COLOR AND ACCENT WALL COLOR, REFER TO FINISH PLAN FOR ACCENT WALL LOCATIONS, WHICH ARE FOR BIDDING PURPOSES ONLY. ACTUAL ACCENT WALL TYPICAL FINISH NOTES H °�' LOCATIONIS WILL VARY. jr 2'- 0" 2'- 0" 2'- 0" 1 2'. 0' 1. REFER TO FLOOR PLANS, CEILING PLANS, INTERIOR ELEVATIONS, SECTIONS AND DETAILS FOR ADDITIONAL INFORMATION AND EXTENT OF EACH FINISH WHEN MORE THAN ONE FINISH IS © UNDT INDICATED FOR ANY SPACE. GWB BULKHEAD Lie. No. '�145 G4 G4 G4 G4 TOILET ACCESSORIESSCHEDULE 2, SEE CEILING PLANS FOR HEIGHTS OF CEILINGS AND LOCATIONS AND HEIGHTS OF ABOVE WALL _ BULKHEADS, SOFFITS, ETC. I CABINETS SEE RCP ITEM # ACCESSORY DESCRIPTION BOBRICK A.S.I. BRADLEY REMARKS 3, PAINT ALL EXPOSED STEEL LADDERS, LINTELS, HUNG PLATES, HAND AND GUARD RAILS,��I ''� STAIRS AND STRINGERS, _ 4. PAINT ALL EXPOSED STEEL COLUMNS, TRUSSES, JOISTS, BEAMS, DECK, AND MISCELLANEOUS T1 PAPER TOWEL DISPENSER OWNER FURNISHED, CONTRACTOR INSTALLED BRIDGING, ANGLES, PLATES, ETC. T2 MIRROR 18"X36" B-293 '1836 0535 740-1836 5. INSTALL PORCELAIN TILE COVE BASE FLUSH WITH FLOOR TILE AND FLUSH WITH PORCELAIN H WALL. TILE. H T3 SOAP DISPENSER OWNER FURNISHED, CONTRACTOR INSTALLED 6. FIELD PAINT ALL EXPOSED, NON -FACTORY FINISHED STRUCTURAL, MECHANICAL, OR O 0 T4 TOILET_ TISSUE DISPENSER OWNER FURNISHED, CONTRACTOR INSTALLED _ ELECTRICAL COMPONENTS. _ ___ N --- -- -_- T5 GRAB BAR 36" B-6806.99-36 3801-36P 8122-001360 T PROVIDE SEALANT AT INTERSECTIONS OF DISSIMILAR MATERIALS, COMPLYING WITH � � T6 GRAB BAR 42" B-6806.99-42 3801-42P 8122-001420 SPECIFICATIONS. T7 VERT. GRAB BAR 12" B-6806.99-12 3801-12P 8122-0591233 8. REFER TO INTERIOR ELEVATIONS AND SECTIONS FOR ADDITIONAL FINISH INFORMATION. U) c - SCHEDULED WALL - -- - - _- - - - - -- - - -- _ -- - -- PROVIDE ALL FINISH MATERIALS SHOWN IN PLANS, ELEVATIONS OR SECTIONS AS NOTED OR - Ise T8 PHENOLIC BENCH STYLE SHOWER SEAT B-5191 8203 9591 v FINISH DEPICTED ON THE DRAWINGS AND SPECIFICATIONS. T9 SHOWER CURTAIN 204-3 1200-V 9537 9. BRING CONFLICTS TO THE ARCHITECTS ATTENTION DURING THE BIDDING PERIOD FOR > � E T10 SHOWER CURTAIN HOOKS 204-1 1200-SHU 9536 CLARIFICATION. p E - - _ - - - - - - - - --- 10. WALL AND CEILING FINISHES SHALL INCLUDE ALL PROJECTIONS, BEAM ENCLOSURES, 0 � � � T11 SHOWER CURTAIN ROD -EXPOSED MOUNTING B-6107 1214 9531 - O cy _ - - - - -- -SCHEDULED BASE RECESSES, BULKHEADS, MATERIAL CHANGES, OR OTHER ENCLOSURES, W EL cf T12 SANITARY NAPKIN DISPOSAL OWNER FURNISHED, CONTRACTOR INSTALLED 11. ELECTRICAL OUTLETS, CLOCKS, P.A. SPEAKERS OR OTHER DEVICES SHOWN ON THE co -0 ARCHITECTURAL DRAWINGS SERVE TO CALL ATTENTION TO THE PRESENCE OF SUCH � j 0 DEVICES. NOT ALL DEVICES MAY BE SHOWN ON ARCHITECTURAL DRAWINGS. CONSULT THE OTHER DRAWINGS FOR FURTHER INFORMATION AND ADVISE ARCHITECT OF ANY CONFLICT OF LOCATION OR TYPE OF DEVICES SHOWN, COORDINATE ALL WORK, FINISHES AND DEVICES. AD M I N CASEWORK & FURNISHING SCHEDULE 12. PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT TOILET ROOMS, & SERVICE CLOSETS FOR � WALLS DESIGNATED AS GYPSUM BOARD WALL TYPES, PROVIDE TILE BACKER BOARD AT 1/4" = 1'-0" - SIZE (INCHES} WALLS DESIGNATED AS GYPSUM BOARD WALL TYPES WITH TILE FINISH. ITEM DESCRIPTION W D H MANUF. MANUF. # REMARKS'; 13. FIELD PAINT ELECTRICAL PANELS EXCEPT PANELS LOCATED IN ELECTRICAL CLOSETS AND ry G1 COUNTERTOP & BACKSPLASH 25 36 P.LAM COUNTERTOP ON 3/4" PLYWOOD W/ EBACKSPLASH & SIDESPLASH MECHANICAL ROOMS. G2 ADA SINK: BASE CABINET 33.0 24 33 CASE SYSTEMS B2100 14. BRING CONFLICTS BETWEEN THE FINISH SCHEDULE AND MATERIALS SHOWN ON OTHER < _ - - ---------------- - -- - -- - SYSTEMS - - - - ---- -- -- -- DRAWINGS (AND/OR SPECIFICATIONS) TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. IF G3 WALL CABINET 33.0 12 42 CASE SYSTEMS WO100 A CONFLICT EXISTS IN/BETWEEN DRAWINGS (AND/OR SPECIFICATIONS), THE MORE STRINGENT G4 WALL CABINET 24.0 12 42 CASE SYSTEMS WO100 AND MORE COSTLY REQUIREMENT SHALL APPLY. f.�..! G5 WALL CABINET 27.0 12 42 CASE SYSTEMS WO100 15. PAINT COLUMN COVERS TO MATCH ADJACENT WALL PATTERN AND COLOR REGARDLESS OF G6 ADA BASE CABINET - 4 DRAWERS 24.0 24 34 CASE SYSTEMS B4040 CONFIRM NUMBER OF UNIT DRAWERS WITH OWNER AND ARCHITECT MATERIAL. ,.f+ G7 BASE CAIBINET FILLER PANEL 1.5 24 34 CASE SYSTEMS R1200 16. IF AN AREA OR SPACE IS SHOWN, BUT WHOSE FINISHES ARE NOT CLEARLY DEFINED OR INDICATED BY NOTES, PROVIDE THE SAME MATERIALS AND FINISHES AS SCHEDULED OR G8 GENERAL STORAGE -TALL 12.0 12 66 CASE SYSTEMS T0110 DETAILED FOR AREAS OF SIMILAR USE ELSEWHERE IN THE BUILDING, G9 WALL CABINET 36.0 12 30 CASE SYSTEMS WO100 G10 MAGNETIIC WHITEBOARD 72.0 48 CLARIDGE MARKERBOARD MOUNT 36" TO B.O. WHITEBOARD _ F G11 FULL HEIIGHT FILLER PANEL 2.0 12 96 CASE SYSTEMS R1300 G12 WALL CABINET 12.0 12 30 CASE SYSTEMS W0110AN0120 GENERAL CASEWORK NOTES: 1, PROVIDE KEYED LOCKS AT ALL CABINET DOORS AND DRAWERS, UNLESS OTHERWISE NOTED. G ! #21487 ®1 O SIGNAGE INFORMATION W E 6" -VIF 6" -VIF 6" -VIF CONTRASTING COLOR TO [L _ MATCH EXISTING - 'C= P, HEIGHT Q E 100 M TA CAP, HEIGHT 1 OO� TACTILE TEXT RAISED 1/32" 0 O r� fil TACTILE TEXT RAISED 1/32" MIN. 5l8" CAP. HEIGHT W 1I00A� FULL CAPS 100A` FULL CAPS TACTILE TEXT RAISED (D > �\ SANS SERIF TYPE STYLE > - SANS SERIF TYPE STYLE } (I' 1132" FULL CAPS f SANS SERIF TYPE !� �U STYLE Q Ci GRADE 2 BRAILLE ROOM NAME GRADE 2 BRAILLE, _J '� ROIOM NAME FIXED TEXT SLIDING TEXT PANEL RESTROOM ROIOM NAM TEACHER RESTROOM GRADE 2 BRAILLE GRADE 2 BRAILE U-1 d TYP OF 6 SIGNS TYP OF 3 SIGNS TYP OF 2 SIGNS U) SIGNAGE INFORMATION SIGNAGE NOTES CLOSET ELEV'S & SECTIONS D12 3 =1'-0" 1. ROOM SIGNS TO BE PROVIDED AT EVERY NEW OR REFURBISHED EXISTING DOOR.DOOr HINGES, TYP, 2. EXACT ROOM NUMBER TO BE DETERMINED BY OWNER, SEE PLAN SEE PLAN W Z ~- 3. SIGNS AND SIGN MOUNTING TO MATCH EXISTING INSTALLATION, UNLESS OTHERWISE NOTED. SEAL _ W PERIMETER WITH CLEAR SILICONE CAULKING. DOOR HARDWARE, TYP. 4. DIRECTION FOR SIGNAGE MOUNTING HEIGHTS TO BE PROVIDED BY OWNER AND ARCHITECT DURING Scale: finch = 4 feet / \ / / - �U DOOR HARDWARE, TYP. / ROOM SIGN, CONSTRUCTION. �- - 0 EQ EQ INSTALL (1) COAT ROD � '�-� __ _ CENTERED IN 5. WHERE SIGNS ARE TO BE MOUNTED ADJACENT TO DOORS WITH SIDELITES OR GLASS PANELS, SIGNS � ..-- HINGE SIDE / - \ / ROOM SIGN, / - _ OF DOOR / / CENTERED IN SIDELITE SHALL BE ADHERED TO GLASS WITH DOUBLE STICK TAPE, WITH BACKPLATES SIMILARLY MOUNTED ¢ Q 0 2' 4' 8' 12' 16' / / / ON REVERSE SIDE OF GLASS. �/ L 10" (OR AS ALLOWED BY EXISTING PIPE) SIDELITE 6. WHERE SIGN CANNOT BE MOUNTED AS SHOWN, LOCATE SIGN ON WALL ADJACENT TO LATCH SIDE OF z o_ - LLB 1 1 i � J Fes- J OD DOOR, COORDINATE WITH OWNER. -Lij T (Z ROOM SIGN / HINGE SIDE \ \ o o _ ��~ Lu SCHEDULED BASE Z 1 1 1Lij \ / OF DOOR \ HINGE SIDE z T4 OF DOOR \ w J �u _ u �,7 -! FIXTURE CHILD STUDENT ADULT CHILD ADA ADULT ADA REMARKS `L C ^:" T7 o SCHEDULED BASE � o (K - 5TH) (6TH-8TH) (PRE-K) (6TH & UP) _ _ u_ji.,..l �l UJ L �- 1 Lu uj _ LLJ z 3 A 15" 15" 15" 181/2" TO TOP OF TOILET SEAT 2 j/ N C,�__� �N LLI W 1 o B 22" 22" 14" 25' TO CL OF TISSUE DISPENSING POINT - -'� ELEVATION -ROOM SIGNAGE �- 3 T5 Lu v - � °' C - - 25" 36" TO CENTERLINE OF GRAB BAR E r� A B = ILA _ Q -- - - 'CC 1 L 1/4"=1'-011 E L'L ct� T2 KEY NOTES: 1) 36" GRAB BAR; 2) 42" GRAB BAR; 3) TISSUE DISPENSER ELEVATION ELEVATION '�--� C +� A 17" 17" 15' 15" TO TOP OF RIM 5 - SOME DOORS WITH GLASS LITES HAVE MANUAL ROLLER SHADES, REFER TO DOOR DATE DESCRIPTION - -- 6 z _ SCHEDULE FOR DOOR LOCATIONS. ROLLER SHADES WILL FULLY COVER ALL GLASS LITES N _- o 2" DOOR WIDTH 2" 2" DOOR WIDTH 2" SEE PLAN 2 6„ 6" �6„ 6' �6" 4" ---�44-0" TYP. Ll T9 1 1 T8 Q - _ - . T7 1'-3"TYP, A 31" 31" 32" 34" TO TOP OF RIM - - - 3 3/4" FINISHED PLYWOOD 3/4" FINISHED PLYWOOD D B 40" 40" 38" 40" TO B.O. MIRROR REFLECTIVE SURFACE TYPICAL TOILET ROOM NOTES SHELF W134"X314" SOLID SHELF W134"X3/4" SOLID D T4 o - - - -- _ _ -_ STOCK NOSING TYP '� Q __- N N � � STOCK NOSING-TYP. > C 40" 40" 38" 40" TO CENTERLINE OF SOAP - _ _ - - - - M CD CD 1. AT ALL FLOOR DRAINS IN AREAS OF NEW CONCRETE SLABS, PROVIDE 18" X 18" SLOPED SUMP TO DISPENSING POINT � - o - - -� - -- w w 0 = z DRAIN. 3/4'X1 1/2` WOOD LEDGER- 3/4"M 1/2' WOOD LEDGER- -- ----- T T x W 2. ALL ACCESSORIES ARE SURFACE MOUNTED UNLESS NOTED OTHERWISE. PROVIDE BLOCKING BEHIND PROVIDE BLOCKING BEHIND A 40" 40" 38" 40" TO CENTERLINE OF TOWEL `� cn o 0 3. INSTALL 1 PAPER TOWEL DISPENSER AND SOAP DISPENSER (ITEMS 1 & 2, AS FURNISHED BY WALL-TYP. WALL-TYP. 6- 51/4" 4 7/8" 5'- 0" CLR. o I� \ IN u _ DISPENSING POINT c OWNER) AT EACH NEW SINK LOCATION. 10,-10118" - __ ____ ___ -_____ ___.__.--__ - - �_-_-- _ -I M 0 0 4. LOCATE SANITARY NAPKIN DISPOSAL UNITS 2'-0" O.C. FROM ADJACENT WALL AND 2'-0' A.F.F. TO THE STALL 1" DIA. WOOD COAT 0 o _ o TOP OF THE UNIT. LOCATE AT STAFF TOILET ROOM Al 12, ROD & METAL ROD SUPPORTS O7 B 40" 36' 40' TO ELECTRIC EYE OF HAND L ---- ---_- - -- o ----- ---- --- -- -I- - 5, ALL HANDRAIL MOUNTING SHALL COMPLY WI ADA REQUIREMENTS Am3ml aLu DRYER F FG HG NV 6, CENTERLINES OF ALL TOILETS IN STALLS SHALL BE EQUAL DISTANT BETWEEN PARTITIONS SCHEDULED BASE SCHEDULED BASE KICKPLATE AT FR01 FR02 UNLESS DIMENSIONED OR NOTED OTHERWISE. ENLARGEDBATHROOM Al 11 TOILET Al 1 LAN W A 40" 36" 36" TO SPOUT OUTLET EXTERIOR DOORS 7. WHERE TOILET ACCESSORIES FALL PARTIALLY ON THE CERAMIC TILE EITHER OMIT THE TILE D 00 R E L EVAT I O N S FRAME ELEVATIONS UNDER THE ACCESSORY FOR A FLUSH FIT OR PROVIDE CONTINUOUS WOOD BLOCKING August 7, 2017 1 8 „ - 0 8. REFER TO PLUMBING PLANS FOR FLOOR DRAIN LOCATIONS AND SUMPS - FLOOR DRAINS IN EACH g 1/4 _ 1 -� w Al _ A8 _ BUILDING SERVICES CLOSET, SHOWER, AND TOILET ROOMS. SECTION SECTION BID SET Lu 1/4 -1-0 V 1/4 - 1 -0 9. REFER TO PLUMBING PLANS AND SCHEDULE FOR TOILET FIXTURE TYPE LOCATIONS, A 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 18 17 16 15 14 13 12 11 10 0 8 7 6 5 4 3 1 "'i'mWALO TYPES HOLLOW METAL & STOREFRONT HSJ DETAILS TYPICAL WALL TYPE NOTES F INSIDE F.O. EXISTING ALUMINUM STOREFRONT SYSTEM TYP. NOTE: DECK OR PERP. WALL WHERE ii it ADJACENT 3 5/8" CMU GENERAL NOTE APPLICABLE TO ALL DRAWINGS -ITEMS AND CONDITIONS DETAILED NOTED OR OTHERWISE IDENTIFIED ON ONE OF THE STRUCTURE ABOVE -SEE TYP. SHOWN ON PLANS SEALANT WITH BACKER ROD EACH SIDE SECTIONS OR DETAILS ARE APPLICABLE AND BINDING TO ALL OTHER SECTIONS AND DETAILS FOR IDENTICAL OR SIMILAR CONDITIONS. WALL TERMINATION DETAILS PACK FRAME W! -- WHERE GLASS OCCURS, (INTERIOR SIDE) 1. NOT ALL WALL TYPES ARE REPRESENTED IN THIS PROJECT. SOUND INSULATION WALL WHERE ►-1 2"MIN PROVIDE GLASS STOP ON - 2, SHOWN IN PLAN ROOM SIDE. REF: PLANS AND 2. WALLS SHALL EXTENID FULL HEIGHT FROM FLOOR SLAB TO THE ROOF DECK ABOVE UNLESS SPECIFICALLY NOTED _T - W OTHERWISE. IN CORRIDORS, EXTEND COLUMN CHASE AND LOCKER FIN WALLS 4" ABOVE CEILING ONLY. 00KT - SCHEDULED DOOR ! = FRAME ELEVATIONS FOR 3. REFER TO THE CODE STUDY AND FLOOR PLANS FOR IDENTIFICATION OF ALL SMOKE AND FIRE WALL CONDITIONS / UON SEALANT BOTH SIDES LOCATIONS _ TYP. NOTE: ACOUSTIC SEALANT - T TYP. NOTE: DECK OR -___ w.._ ✓x I VESTIBULE WALLS S ION TO THE REQUIREMENTS INDICATED ON THE CODE STUDY AND FLOOR PLANS, ALL CORRIDOR AND (BOTH SIDES) AT WALLS WITH - Y �" 4• LOCATIONS. IBUL S ALL SE ALL BE BUILT TO RESIST THE PASSAGE OF SMOKE. STRUCTURE ABOVE STC SOUND RATING INDICATED _- - • -- SEPARATION WALLS, SMOKE BARRIER WALLS AND WALLS REQUIRED TO RESIST THE PASSAGE OF SMOKE SEE TYP. WALL - TERMINATION r s -- ___--__ " SHALL EXTEND FULL HEIGHT FROM FLOOR SLAB TO THE FLOOR OR ROOF DECK ABOVE AND SHALL BE SEALED TIGHT TO THE M N DETAILS TYP. NOTE: PROVIDE STUD BRACING i ; NEW INFILL BEARING WALL LOC. ONLY: DECK OR STRUCTURAL MEMBER WITH AN APPROVED FIRE RESISTIVE JOINT SYSTEM. SEAL ALL PENETRATIONS AND TOPS OF AS REQUIRED TO COMPLY WITH o - - ALUM. TERMINATION PROFILE, SEALANT & WALLS IN ACCORDANCE WITH SPECIFICATION DIVISION 7 SECTION - FIRE RESISTIVE JOINT SYSTEMS. WALLS AT FIRE AND TYPICAL WALL TYPE NOTE 11, �� ® o - JAMB ANCHOR BACKER ROD @ GWB / CMU JOINTS, TYP. SMOKE CONDITIONS / LOCATIONS, LISTED ABOVE, SHALL BE BUILT TIGHT TO DUCTS, PIPES AND PENETRATIONS AND SHALL f M1 BE TERMINATED IN ACCORDANCE WITH WALL TERMINATION DETAILS ON THIS SHEET. FILL FLUTES IN FLOOR AND ROOF _ - 7 5/8' CMU, EXTERIOR FACE FLUSH WI - 3 518' METAL STUDS @ 16" O.C. - 3 5/8" METAL --_ o DECKS AS INDICATED. WHERE WALLS AT FIRE AND SMOKE CONDITIONS / LOCATIONS, LISTED ABOVE, ARE INTERRUPTED BY z EXISTING F.O. CMU STRUCTURAL MEMBERS, PROVIDE FIRE RESISTIVE JOINT SYSTEM IN AREAS BETWEEN TOP Al SIDE OF WALL AND ¢ STUDS @ 16" 2' l _ GROUT FRAME SOLID 31/2" SOUND ATTENUATION O.C. -j T _ 13/4" SPRAY FOAM INSULATION, THIS INFILL STRUCTURAL MEMBER AND BETWEEN DECK ABOVE AND STRUCTURAL MEMBER IN ACCORDANCE WITH APPROVED FIRE -CMU WALL BLANKETS SCHEDULED GYP BID - 6 518" - 5l8" x 5!8"GLAZING SOLID GROUT AT JAMBS. WALL ONLY RESISTIVE JOINT SYSTEM AND TYPICAL WALL TERMINATION NOTE #4 BELOW z = REF: STRUCTURAL 5. SEE WALL SECTIONS AND DETAILS FOR EXTERIOR WALL TYPES. - J 5/8"GYP. BD ON EACH SIDE 5/8" GYP. BD CENT. SEALANT - -- STOP AT SCHEDULED - - - V AIRSPACE, THIS INFILL WALL ONLY DRAWINGS FOR CD (_. - s BOTH SIDES GLAZING LOCATIONS 5l8" O O 6. THESE WALL TYPES ARE GENERAL IN NATURE AND DO NOT COVER EVERY VARIATION THAT MAY OCCUR THROUGHOUT THE o CD w ADDITIONAL GROUTING S7 SIM. TO J6 Wl NO ANCHOR - - 3 5!8" BRICK VENEER, FLUSH W/ EXISTING PROJECT. SEE WALL SECTIONS AND DETAILS FOR ADDITIONAL INFORMATION. v 7"777z w REQUIREMENTS ADJACENT 7. TYPICAL CMU INTERIOR PARTITION SHALL BE TYPE A3 UNLESS INDICATED OTHERWISE BY WALL TYPE SYMBOLS, WALL z J cW, w SECTIONS OR OTHER DETAILS. LU w w x' TYP. NOTE; CONC. SLAB SEE TYP, EXTERIOR WALL SEE: 8. TYPICAL GYPSUM BOARDISTUD WALL PARTITION SHALL BE TYPE 3-5/8" METAL STUDS AT 16" O.C. WITH 54' ABUSE -RESISTANT W TYP. NOTE: CONC. FINISH SCHEDULE FOR FLOOR �'� Al ! A-4.1 9. WALL TYPES GYPSUM AMAY NOT HAVE BEENRD UNLESS INCLUDED ELUDED IN THIS H S SCHEDUBY WALL LE FOR BOTER OR WALL TYPES LS, WALL SECTIONS O HIGGH ARETHER COVERED BY WALL cn SLAB -SEE FINISH FINISH AND WALL BASE HM JAMB/SILL MTL. STUD HM JAMB @ CMU a' SCHEDULE FOR FLOOR SECTIONS. FINISH AND WALL BASE 1 1/2" =1' 0" L9 1 1/2" = 1' O° 10. THESE WALL TYPES DO NOT SHOW LATERAL BRACING OR WALL REINFORCING. SEE STRUCTURAL AND OTHER DRAWINGS T _4LSTOREFRONT JAMB CMU/BRICK FOR THAT INFORMATION. J1 GYP BD WALL X1 GYP. BD. CHASE WALL 11. SEE FINISH SCHEDULE FOR FINISHES TO BE APPLIED TO THESE WALL TYPES. Al AS SHOWN WITH 3 518" CMU TYP. PARTITION NOTE: , „ 12. ALL WALLS WITH FIRE RATING INDICATED SHALL BE BUILT IN STRICT CONFORMANCE WITH A UL TESTED ASSEMBLY OR OTHER 1 1/2 =1-0 SEE CODE STUDY FOR J2 GYP BD WALL AS SHOWN Wl 6" METAL STUDS X2 AS SHOWN W/ ABUSE RESISTANT GYP. BD. TESTED ASSEMBLY WHICH PROVIDES THE FIRE RATING INDICATED. AS SHOWN WITH 5 5l8" CMU LOCATIONS OF RATED 13. FURRING CHANNELS AND STUDS SHALL BE 16" O.C. MAXIMUM UNLESS SPECIFICALLY NOTED OTHERWISE. 14. THE GAGE OF ALL METAL STUDS SHALL BE SIZED SO THAT THE DEFLECTION OF THE WALL SHALL NOT EXCEED 1/240 PER WALLS, WHERE THESE J3 GYP BD AS SHOWN, LAMINATED TO EXISTING CMU (NO STUD) X3 21/2"MET STUDS W/ABUSE RESISTANT GYP. � � ASTM C645 UNLESS A HEAVIER GAGE IS INDICATED ON THE WALL TYPE OR DETAILS. A3 AS SHOWN WITH 7 518" CMU WALLS ARE INDICATED, BID,0' 4 7l8" OR 4 7/8° - 15. IN ALL WALLS WITH SOUND ATTENUATION BLANKETS OR AN STC RATING LISTED; OUTLETS, SWITCHES, ETC., SHALL NOT BE � COMPLY WITH THE J4 GYP BD WALL AS SHOWN BUT STOP GYP BD 4" ABOVE CLG FRM INTERIOR, U.O.N. LOCATED BACK TO BACK. OUTLETS SHALL BE OFFSET AND SEALED. PERIMETERS OF WALLS (AT ADJACENT WALLS, <A4� AS SHOWN WITH 9 5/8" CMU FOLLOWING: X4 AS SHOWN W/ 2 LAYERS 5/8" ABUSE RESISTANT LANFOR DOOR LOCATION -GLAZING COLUMNS, CEILINGS, ETC.) SHOULD BE SEALED. ADDITIONALLY, WALL PENETRATIONS SHALL BE SEALED WITH APPROPRIATE C� GYP BD WALL AS SHOWN BUT DELETE SOUND ATTENUATIONS GYP. BD. - SCHEDULED LINTEL, SEE FRAME TYPE OF ACOUSTIC SEALANT. A5 ' AS SHOWN WITH 11 518" CMU 1 HR. - UL #U906 (6"CMU ! SCHEDULED GYP '� ., SEE STRUCTURAL ( DOOR ---- ELEVATIONS 16. PROVIDE SPACE FOR DEFLECTION OF BEAMS, JOISTS, AND STEEL DECK @ TOP OF ALL WALLS THAT RUN TO THE DECK. FILL MIN.) J6 GYP BD WALL AS SHOWN W/ 71/2"MET STUDS <X5> 6' MET STUDS W/ABUSE RESISTANT GYP, BID. BID WALL 1 1/32" o _ _____ - FOR GLASS GAP WITH NON COMBUSTIBLE, COMPRESSIBLE FILLER ON NON RATED WALLS AND APPROVED FIRE SAFING ON RATED WALLS - 2 HR. - UL #U905 (8" CMU - - TYPES) SEE TYP. DETAILS THIS SHEET. MIN.) J7 64 STC RATED GYP BD WALL: AS SHOWN W/ 6" METAL STUDS, X6 7/8" METAL FURRING W1 ABUSE RESISTANT H6 N 3 HR. - UL #U904 (8" CMU RESILIENT CHANNELS ON (1) SIDE, AND (2) LAYERS TYPE X GYP GYP. BD. 9/16"9/16" T 17. FOR CASES WHEN WALLS ARE INDICATED TO EXTEND FULL HEIGHT T 0 THE DECK BUT STOP AT A STRUCTURAL MEMBER, SEE 5/8" x 5/8" GLAZING o MIN.) BD EACH SIDE; STAGGER HORIZONTAL GWB JOINTS 12" MIN. � - � CENT. SEALANT � = THE TYPICAL DETAILS ON THIS SHEET FOR THE APPROPRIATE CLOSURE CONDITIONS. IF EXACT CONDITION IS NOT __- STOP AT 5l$" x 5l8' GLAZING SEALANT TYP. _ INDICATED, MODIFY CLOSEST CONDITION FOR SPECIFIC APPLICATION. - SCHEDULED O BOTH SIDES STOP AT SCHEDULED BOTH SIDES 18. PROVIDE 4" HIGH X 18 GA. X LENGTH REQUIRED STEEL PLATE BLOCKING OR 2x FRT WD BLOCKING IN ALL IN ALL STUD WALLS EXTERIOR STOREFRONT ELEVATIONS GLAZING LOCATIONS �, GLAZING LOCATIONS WHERE REQUIRED TO ATTACH LOCKERS, CASEWORK, SHELVING, LIGHTS, ELECTRICAL DEVICES, TOILET ACCESSORIES AND -- GROUT SOLID ANY OTHER ITEM WHICH REQUIRE SECURE ATTACHMENT TO THE WALLS. - PACK FRAME W/ UNSECURE SIDE 19. IN ROOMS WHERE NO FINISHED CEILING IS PROVIDED, EXTEND ALL CHASE WALLS TO FLOOR OR ROOF DECKABOVE. 8'- 41/4" 1 15/16" 1 15/1 " SOUND INSULATION 1 15/16" COORD. W/ 1 15/16" 20. PROVIDE CONT. SEALANT AT BASE OF ALL GYP. BD. WALLS (BOTH SIDES), TYPICAL. 3'-81/4" 3'-81/4" 8'-41/4' � - 2 - 4112" 3' 0" 2" 4' 7 3/4' 2" SCHEDULED DOOR WALL WIDTH 4112" 3' 1314" 2' 2" 3' 1 314" 1 41/2" N ------------ ____ __ 2N 4' 7 3l4" 2 4 U2" - T 6"OR8318" _ _- - - ELECTRICALB E T N -- - COORD W/WALL THICKNESS m m .T r G- G-5 ED G- v `� G G- r A L -- G-3 G3 � �, G-3 G-3 `�` `" G-3 G-3 HM HEAD `/{//_wj7�.J�.) MTL. STUD HM HEAD ;I'J/✓+j)�.�{,') CMU tV CV f -'V _ ,� �V \ STOREFRONT JAMB SIDELIGHT ELECTRICAL BOXES IN FIRE RATED PARTITIONS SHALL NOT EXCEED 16 SQUARE INCHES IN AREA (IF 4"X4"), SHALL BE MADE OF _ 1 1 /2 - 1-O ( 11/2" - 1-O J " _ „ STEEL, AND SHALL BE SPACED SUCH THAT THE CUMULATIVE AREA OF BOX CUTOUTS IN THE FIREWALL DOES NOT EXCEED 100 -- SQUARE INCHES PER 100 SQUARE FEET OF WALL AREA. ELECTRICAL BOXES ON OPPOSITE SIDES OF THE SAME FIREWALL SHALL G-3 G-3 G-3 G-3 G-3 G-3 BE SEPARATED BY A HORIZONTAL AND VERTICAL DISTANCE OF NOT LESS THAN 24". THE ELECTRICAL CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS, AS NECESSARY, TO ELECTRICAL BOX LOCATIONS TO ENSURE COMPLIANCE WITH THIS REQUIREMENT SINCE BOX LOCATIONS ARE TYPICALLY NOT DIMENSIONED ON THE DRAWINGS, CONSULT ARCHITECT IF CLARIFICATION IS REQUIRED. Q p CV O CV r,-0 G 5 G45 G 5 G-5, �iUNDT TYPICAL WALL TERMINATION NOTES Lie. No. 914 41/2 \ SEE WALL TERMINATION 1. USE THESE TYPICAL WALL TERMINATION DETAILS FOR ALL WALLS INDICATED TO EXTEND TO DECK ABOVE, UNLESS �'� 7�7 ACOUSTIC BATT, DETAILS FOR DECK SPECIFICALLY DETAILED OTHERWISE. COORDINATE WITH STRUCTURAL FRAMING PLANS. 1 I AS SHOWN • 2. SEE WALL TYPE ABOVE FOR ACTUAL WALL ,� FO 1 S F02 SF03 AS SHOWN S F04 INSULATION TO DECK S S 0 000NSTRUCTION. M3 ATTACHMENT ABOVE 3. AT FIRE WALLS, FIRE SEPARATION WALLS, SMOKE BARRIER WALLS AND WALLS REQUIRED TO RESIST THE PASSAGE OF jj�� AS SHOWN W/ TYPE'G 6' }.� AS SHOWN WI TYPE'G 6' SPANDREL 3 5/8" METAL STUD FRAMING UP SMOKE, ALL'COMPRESSIBLE, NON COMBUSTIBLE' MATERIALS REFERENCED IN THE WALL TERMINATION DETAILS SHALL EE H H S F'�+r 3 SPANDREL GLAZING ON BOTTOM F04b GLAZING ON BOTTOM PANES GLAZING -SEE - - TO ROOF DECK, W/ BRACING AS BE MATERIALS PROVIDED IN ACCORDANCE WITH THE APPROVED FIRE RESISTIVE JOINT SYSTEM. C v 3/8' WOOD SHIM PANES FRAME ELVATIONS _ _ REQ'D 4. IF A WALL REQUIRING A FIRE RATING IS LOCATED DIRECTLY UNDER A BEAM THE FIRE RATING OF THE WALL SHALL BE +, ATTACHED TO 5/8' WOOD N FOR GLASS TYPES BLOCKING MAINTAINED TO THE DECK BY EXTENDING WALL AROUND BEAM, CONSULT ARCHITECT FOR EXACT REQUIREMENTS TOy CIA9' - 81/4" L r 5/8" GWB EACH SIDE TO DECK MAINTAIN RATING. Q c') LO -40 9' - 81 /4" 4'- 0' 2" 2" 2" 2" 1 CENT. SEALANT BOTH = :, � '� c'`) � ROOM INTERIOR, SIDES METAL CORNER BEAD - L 1 " 5' 11 3l4" 2" 3' 0" 4112" 6' - 4" 2" 3' - 8" 2" U.0• 2N. 41/2" T - 5 3/4' i EQ. (1) EQ. (1) �' 4" I - - - ---- - -_."__ _ SEE PLAN FOR - CORRIDOR _- _ L U) N E 2" EQ. 2" EQ. 2" y DOOR LOCATION in O L _- - - - � 0 ca cy) Uj c� co SCHEDULEDCEILING EACH SIDE - CEILING HEIGHTS VARYV wr G-4 G-4 G-4 G-4 d `" G-3 G 4 G-2 G-2 7 G-3 d- O SIM. W/ 4 E -- - - - -- - --- NUM ;STOREFRONT -: o H2 SYSTEM CID _ _ G N G-4 G-4 N G-3 G-4 G-3 2 STOREFRONT & CURTAINWALL NOTES r NOTES APPLY TO ALL FRAME ELEVATION SHEETS CV `_ " N 1. VERIFY MASONRY & ROUGH OPENINGS, INCLUDING BUT NOT LIMITED TO STRUCTURAL LINTEL LOCATIONS, PRIOR TO CD G-4 G-4 o G-4 G-4 6' _ 0' C� CDFABRICATION. r ---- STOREFRONT TRANSOM STOREFRONT HEAD MTL. STUD 2• COORDINATE REQUIRED TOLERANCES IN ALL DIMENSIONS NEEDED TO MANUFACTURE AND INSTALL WINDOWS, STOREFRONT 7 AND CURTAINWALL INCLUDING SUBFRAMES, AS REQUIRED. F 12 3" =1'-0" F9 3" =1' O" 3. CONTINUOUSLY SEAL ALL SIDES OF STOREFRONT AND SUBFRAMES ABUTTING DISSIMILAR MATERIALS AT JAMBS, HEADS, AND T 2'- 01/4" 1 6'- 0" 1 1' 8" SILLS, TYPICALLY. - Q 4. PROVIDE APPROPRIATE ANCHORAGE SYSTEM FOR ALL CONDITIONS TO SECURE WINDOWS IN ROUGH OPENINGS. PROVIDE F S F06 S F07 S OO V SUBFRAMING AS SHOWN ON DETAILS Al SPECIFIED. 5. SEE HEAD, JAMB, AND SILL DETAIL SHEET FOR MORE INFORMATION. 6. PROVIDE FOR THERMAL EXPANSION AT ALL STOREFRONT SYSTEMS, 7. COORDINATE FRAMES WITH PLAN WHEN MORE THAN ONE CONSTRUCTION DETAIL IS REFERENCED. F F 8. AS REQUIRED FOR DESIGN LOADING, WINDOW MANUFACTURER SHALL PROVIDE MULLION REINFORCING AND VERTICAL INTERIOR HOLLOW METAL FRAME ELEVATIONS WALL TERMINATIONS TRANSITION STRIP DETAILS EXTENSIONS STRUCTURE ABOVE (ATTACHMENT STEM.OSTRUCTUREBYMANUFACTURER). SEE SECTIONS AND DETAILS FOR 9. IDENTIFICATION OF OPENING TYPES AS "CURTAINWALL" OR "STOREFRONT" IS BASED ON SYSTEM REQUIREMENTS OF A CARPET/TILE TO VCT/LVT ADAPTER, CENTERLINE PARTICULAR MANUFACTURER. CONTRACTOR IS TO DETERMINE BEST APPLICATION OF PROPOSED MANUFACTURE AND G P #2 �8 . FILL IN FLUTES IN STEEL DECK - 18 GAUGE STL. PLATE, (8" LONG ALIGNS WITH CENTERLINE OF DOOR WHERE SYSTEM BASED ON PERFORMANCE REQUIREMENTS, SIZE OF OPENING, AND INSTALLATION CONDITION, WITH NONCOMBUSTIBLE BY WIDTH I@ 24" O.C. DOOR TRANSITION OCCURS AT DOOR THRESHOLD 10. OVERALL DIMENSIONS OF STOREFRONT ARE APPROXIMATE. CONTRACTOR TO COORDINATE REQUIRED TOLERANCES IN ALL T - 6" ROOF DECK SMOKE SEAL MATERIAL SCREWED TO ROOF DECK FOR \ DIMENSIONS NEEDED TO MANUFACTURE AND INSTALL STOREFRONT, INCLUDING SUBFRAMES, AS REQUIRED. CONTRACTOR SECURING RUNNER SHALL VERIFY ACTUAL DIMENSIONS IN THE FIELD WITH THOSE SHOWN ON ALL DRAWINGS, INCLUDING DETAILS SHOWN ON 2" 3' 0" 2' 4 0 2 VCT TILE, SEE - -� - CARPET OR OTHER SHEETS, PRIOR TO FABRICATION. 4 8 5 8 5 0" ROOF OR FLOOR DECK FINISH SCHEDULE PORC. TILE 11. SHADES: REFER TO FLOOR PLAN FOR SHADE TREATMENTS AT WINDOW AND DOOR LOCATIONS. 1' 2" 3- 0" " 2'- 2" 2" 3'- 0" 2' 1 6" 3'- 0" 12. COORDINATE STOREFRONT AND CURTAINWALL SYSTEMS WITH AIR BARRIER TRANSITION MEMBRANE SYSTEM AND 2' 2 T 2 2 - 2 G-2 G-2 0 MANUFACTURER -RECOMMENDED DETAILS FOR A COMPLETE AIR BARRIER SYSTEM.^1 OTILE ADAPTER CENTERLINE ALIGNS WITH J CENTERLINE OF DOOR WHERE TRANSITION �, �, DOOR OCCURS AT DOOR THRESHOLD G-2 G-2 G-2 G-2 - FILL IN FLUTES IN STEEL DECK IN AREA - BETWEEN TOP OF BEAM AND BOTTOM HOLLOW METAL FRAME NOTES '= OF DECK WITH COMPRESSIBLE DISH ® (� TILE, SEE FINISH TILE SEE FIB - _ N _ NONCOMBUSTIBLE SMOKE SEAL NOTES APPLY TO ALL FRAME ELEVATION SHEETS cl' MATERIAL SCHEDULE SCHEDULE .� d STEEL BEAM - SEE STRUCT. DWGS. DEFLECTION TRACK SYSTEM TO �' G-2 `V 1. CONTRACTOR SHALL VERIFY ALL MASONRY AND ROUGH OPENINGS WITH HOLLOW METAL FRAME SIZES. COMPRESSIBLE FILLER, TYP ALLOW FOR 1" DEFLECTION UNLESS 85 2. CONTRACTOR TO COORDINATE REQUIRED TOLERANCES IN ALL DIMENSIONS NEEDED TO MANUFACTURER AND INSTALL HOLLOW n,i CV NOTED OTHERWISE (APPROVED BY METAL FRAMES. VERIFY ACTUAL DIMENSIONS IN THE FIELD WITH THOSE SHOWN ON ALL DRAWINGS, INCLUDING DETAILS SHOWN C[ -- - - - DEFLECTION TRACK SYSTEM TO MET STUD MANUF) ON OTHER SHEETS• ALLOW FOR 1" DEFLECTION UNLESS 3 3. CONTINUOUSLY SEAL ALL SIDES OF HOLLOW METAL FRAMES ABUTTING DISSIMILAR MATERIALS AT JAMBS, HEADS, AND SILLS, � NOTED OTHERWISE (APPROVED BY GYP BD BOTH SIDES TYP, DO NOT TYPICALLY (EXCEPT AT DOOR SILLS UNLESS OTHERWISE NOTED). �-�-� L1 1 MET STUD MANUF) ATTACH TO DEFLECTION TRACK DOOR 4. TYPICAL WIDTH OF RETURNS ON HOLLOW METAL FRAMES IS 1 15/16" AT HEADS, JAMBS, AND SILLS. CENTER SECTION OF FRAME z �� H M 01 H M 00 H M 03 H M 04 VARIES IN WIDTH WITH RESPECTIVE WALL TYPE. SEE PLANS. < \ 5. SEE HEAD, JAMB, AND SILL DETAIL SHEET FOR MORE INFORMATION. GYP BD BOTH SIDES TYP, DO NOT STEEL STUDS 6. FILL ALL HOLLOW METAL (HM) FRAMES ABUTTING MASONRY WITH GROUT. FILL INTERMEDIATE MEMBERS AS SHOWN IN DETAILS 0 fillATTACH TO DEFLECTION TRACK (TYPICAL). BATT INSULATION WHERE I�IIIIIII�IIIIII�IIIIIIIiIIIIIIIiiIIIIIIIiIIIIIIIIIIIIIIIiiIIIllIiilllllUlll 7. PROVIDE HORIZONTAL BLINDS AT ALL INTERIOR OPENINGS INCLUDING DOOR SIDELITES, BUT EXCLUDING DOOR LITES UNLESS C� �- - 6' STEEL STUDS REQUIRED BY WALL TYPE S6 OTHERWISE NOTED. 12' - 0' 4" O 2' T - 0" 2' -10' }� 2 2" 2"� - - ( " BATT INSULATION WHERE GLASS TYPE KEY II REQUIRED BY WALL TYPE O G-1 INT. CLEAR 1/4" CLEAR GLASS ULj Uj N G-2 INT. CLEAR 1/4I' CLEAR TEMPERED GLASS L j N G-1 G-2 G-2 CJD G-3 EXT. CLEAR V INSULATING GLASS; CONSISTING OF 1 r j r 1/4" CLEAR GLASS, EXTERIOR LITE // F__ �-� - - CV _. W W Z - /' 1l2" AIR SPACE, AND �--- _� LU 1/4' CLEAR GLASS WITH LOW E COATING ," !- \- CEILING AS SCHEDULED fill - \ CEILING AS SCHEDULED � L Eli7 "' G-4 EXT. CLEAR 1 INSULATING GLASS; CONSISTING OF i C 3 1/4" CLEAR TEMPERED GLASS, EXTERIOR LITE �- Cam) 1/2" AIR SPACE, AND C� 1/4 CLEAR TEMPERED GLASS WITH LOW E COATING 'U HM05 HMo� __- _-__ G-5 EXT. SPANDREL 1" INSULATING SPANDREL GLASS; CONSISTING OF DATE DESCRIPTION 1/4" CLEAR GLASS, EXTERIOR LITE AIR NON -RATED STUD WALL NON-RA114"CLEALEATED 1/2"RAGE,AND R; GLASS WITH ALIGNED UNDER ABEAM STUD WALL TO DECK CERAMIC COATED SPANDREL ON4THSURFACE G-6 EXT. SPANDREL V INSULATING SPANDREL GLASS; CONSISTING OF - _ _- ". 1 1 /2" =1' 0" 1 1 /2" =1' 0" B 114" TEMPERED GLASS, EXTERIOR LITE 1/2" AIR SPACE, AND 1/4" TEMPERED GLASS WITH_ - CERAMIC COATED SPANDREL ON 4TH SURFACE SCALE Y =1 `-0" 7^%"mm*mm6m7m" Am3m2 SCALE:1 1/2" =1'-0" August 7, 2017 BID SET GRIMM AND PARKER, P.C. 2014 A 18 17 16 15 14 13 12 11 10 8 7 6 5 4 3 2 1 �✓. it cq GRIMM AND PARKER, P.C. 2014 EXISTING ROOF TR NEW STEEL E FINISH CEILII EXI; Al' 18 17� 16 1514 13� 12 11 10 9 8765 4 1/4" V-10" N410610101 Illikilow, Sum (-J 1 �5 A5_ A-1.2 A--4.1 NEW STOREFRONT SYSTEM IM, 9 A4.1 �A_q T- 2" 9" T.O. FASCIA STL. T.O,EXISTING T.O. MASONRY - CORNICE SOLDIER COURSE 11/32� BUILDING BEYOND STEEL CANOPY SUPPORTS - SEE STRUC. LU tY I LU 00. T.O. EXISTING SLAB T.O. SLAB 0 0� ALIGN BASE 0 LIGN BASE 0 CANTED— SUPPORTS W/_ TEEL C.L.1 --BEYOND BUILDING SECTION @ENTRY 7 5/8" CMU - SEE STRUC FOR REINFORCEMENT INFO 8" X 8" THRU-WALL DRAINAGE SCUPPERS @ 8'- 0" O.C. MAX HORIZONTAL, AT WALL BASE; PARGE ALL EXPOSED SCUPPER INSIDE SURFACES CONC. SLAB - SEE CIVIL; SLOPE 2% AWAY FROM BUILDING PERIMETER _3� 2� 1 SCALE:1/4" 1'-10" vywy%mm%llmmmml�� 0 21-011 41-011 81-011 121-011 161-011 SCALE:1" 1'-0" 0 611 11-011 21-01' 31-011 41-011 qi npp 11A" PT TOP NORMAN HEADER BRICK COURSE T.O. WALL CONT, THRU-WALL FLASHING LL cl c 3 5/8" BRICK VENEER COLLAR JOINT GROUT SOLID T.O. SLAB EDG SINGLE BRICK SOLDIER COURSE TO MATCH EXISTING, TYP. GRADE -SEE CIVIL SEE STRUCTURAL FOR FOUNDATION EEIT- INFO TYP, SITE WALL SECTION 1/411 1 1-011 1/4" 11-011 1 It 1 1-011 J8 A-1.2 Lj I H i -------- --- - ----- - --- --- --- --- - - L 7�— STEEL BEAM SEE STRUCTURAL DRAWINGS BEAM LOCATIONS, TYP: DEFLECTION DOUBLE BRICK SOLDIER COURSE TO TRACK SYSTEM & COMPRESSIBLE FILLER I MATCH EXISTING TYPICAL TO ALLOW FOR 1" DEFLECTION UNLESS 11 7—/ NOTED OTHERWISE (APPROVED BY MET 77 STUD MANUF) STRUC. 77 Cl. FINISH CEILING AS SCHEDULED 5/8" GYP. BID. 6" METAL STUDS @ 16" 0. SEE FINISH SCHEDULE FOR - FLOOR FINISH & BASE, TYP. 4" CONCRETE SLAB ON VAPOR BARRIER ON POROUS FILL, SEE STRUCT. DWGS, N11 - - FLEXIBLE JOINT FILLER CAVITY DRAINAGE MATERIAL - TYP. EXTERIOR WALL CONSTRUCTION 3 5/8"' BRICK VENEER 2" AIR SPACE 2" SPRAY FOAM INSULATION BRICK TIES @ 16" O.C. EA WAY 1/2" GYPSUM SHEATHING 6" METAL STUDS - SEE STRUCTURAL INTERIOR FINISH AS SCHEDULED SINGLE BRICK SOLDIER COURSE TO MATCH EXISTING TYPICAL 2" RIGIDi INSULATION TO MIN. 24" BELOW FINISH GRADE 7 7, r 7-7 7� I N Ll A 73 1: 1 Oki [61 VOk 0 1: Wym *AR 1161 )ND -SEE WINGS RIES AS ICK WALL TO .TO MATCH 3 OCCURS REMAIN BASE AS B ON VAPOR DUS FILL, SEE STEEL BEAM AND LINTEL SEE STRUCTURAL DRAWINGS FINISH CEILING AS SCHEDULED ROLLER SHADE - SEE FLOOR PLAN FOR MORE INFO -18 A-1.2 ---- - --- - -- - - - - - ---- --- -- --- --- --- - --- --- - --- H18 L A- .1 DOUBLE BRICK SOLDIER COURSE T.O. STEEL METAL STUD / 5/8" GWB METAL STUD BOX HEADER SEE STRUCTURAL DRAWINGS SPANDRAL GLASS PANEL 6" BATT INSULATION BETWEEN GLAZING HEAD AND STRUC. STEEL ABOVE STOREFRONT GLAZING SYSTEM AS SPECIFIED H12 A-9.1 1/2" CONT. SEALANT & BACKER ROD SILL CONDITION 2 - ADMIN PRINCIPAL'S OFFICE STOREFRONT: METAL STUDS, GWB & SOLID SURFACE SILL UP TO INTERMEDIATE MULLION; PROV. 6" BATT INSULATION @ STUD/GLAZING CAVITY U-i U-1 < cl� 11 BOTTOM SPANDREL GLAZING @ ADMIN. Al 15 U_ Lu (STOREFRONT TYPES'SF02b'AND'SF03b' LU rH8 0 A-9.1 II I !�it I 0 2! 0 I I Z2" SPRAY INSULATION BELOW FLASHING, — =D ' w z CONTINUOUS THROUGH WALL FLASHING W1 CAVITY VENTS AT 16" O.C. W/ METAL DRIP EDGE, TYP. LU /'0( BRICK SOLIDER COURSE T.O. SLAB 01011 4- A 2" RIGID INSULATION TO MIN. - SILL CONDITION 1-VESTIBULE _4 24" BELOW FINISH GRADE STOREFRONT." METAL STUDS, GWB & SOL16;n-1 SURFACE SILL UP TO BOTTOM - FINISHED GRADE, SEE CIVIL DRAWINGS SILL; PROV. 6" BAT FOUNDATION SEE STRUCTURAL DRAWINGS INSULATION @ STUD CAVITY - CAVITY DRAINAGE MATERIAL UNDATION FOOTING SEE —STRUCT DRAWINGS (A TYP. WALL L WA� S �EC T �1�S T �OR EF T m Ldc, No. 9145 7117 E cv 0 0 m N co LO co aj LO 6 > 0) F- ((nD E Uj CU i 0co c-a L_ "t t G < 0 7 < F GP #21487.10 E LjLj 111 c/.3 U) ;Z 0 CD C/3 I-- C co CDO U) cri LjLj rr" Lu LjLj LJLJ < ULj LLJ F_ C/3 (D c 2-11 ED CD cj3 C O C-0 CX=> =) c > C> ja cx=> DATE DESCRIPTION Am■ l August 7, 2017 BID SET GRIMM AND PARKER, P.C. 2014 LJ 1 11 1 1-011 A 13 116 1�77 1 11 1'-0" 16 14 13 12� 11 1098 � ) -j\J 1„ = 1'-0„ 532