20190765 Ver 1_Site Plans_11x17_20190607

Farmhurst Drive(CDOT MAINTAINED-60' R.O.W.)High Meadow Lane(CDOT MAINTAINED-60' R.O.W.)Archdale Road(CDOT MAINTAINED-60' R.O.W.)Private Street AExisting PetResortMulti-familyMulti-familyMulti-familyMulti-familyMulti-familyVacantParcelVacantParcelMulti-familyDOG PARKPrivate Street BMAINT.VANVANVANVANPOOLLEASINGCLUB645 UNITSUPUPSTAIR #1STO.STAIR #2DATASTO.STO.STO.B2-HCA2-HCA2.1B2.1A2.1A2-HCB2B2-HCB2A2-HCA2.1B2-HCB2STO.STO.OPEN BREEZEWAY680.00BREEZEWAY ABOVESPRINKLER428 UNITS323 UNITS528 UNITS239 UNITSUP
UP
RAMPDN
RAMPUP RAMPDN
STAIR #1
STO.
STAIR #2
DATA
STO.
STO.
STO.
OPEN BREEZEW
A
Y
685.30
684.30
683.30
B2-HC
A2-HC
A2.1
B2.1
A2.1
A2-HC B2
B2-HC
B2
A2-HC
A2.1
B2-HC
B2
SPRINKLER
UPUPUPUPLAUNDRYB1B1C1-HCC1-HCB1B1MAINTENANCEC1-HC680.90680.90OFFICESPRINKLER139 UNITSELEV.3ELEV.2ELEV.1FITNESS RMMAILLOUNGELAUNDRYOFFICESTAIR #1STAIR #2STAIR
#
3
ELEV.LOBBYGATED EMERGENCYACCESS ONLY WITH KNOX BOXEXISTING CONCRETE SLAB ANDBUS STOP TO REMAINSITE DEVELOPMENT PLAN NOTES1. SEE "GENERAL NOTES" SHEET FOR SITE GENERAL CONSTRUCTION NOTES, PAVING, STRIPING,GRADING, AND ZONING NOTES.2. SEE "EXISTING CONDITIONS" FOR COMPLETE BOUNDARY DESCRIPTION, ADJOINING PROPERTIES,ZONING AND USE.3. SEE "SITE DETAILS" SHEETS FOR DETAILS REFERENCED ON THE SITE PLANS.4. ALL DIMENSIONS SHOWN ARE MEASURED FROM THE FACE OF CURB TO FACE OF CURB, UNLESSOTHERWISE NOTED. DIMENSIONS LABELED "EOP" ARE MEASURED FROM LIP OF GUTTER TO LIPOF GUTTER.5. DIMENSIONS TO THE BUILDING ARE MEASURED TO THE EXTERIOR OF THE FOUNDATION WALLUNLESS OTHERWISE SHOWN.6. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS ANDDIMENSIONS OF EXIT PORCHES, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITYENTRANCE LOCATIONS.ARCHDALE FLATS FAMILYPREPARED FORECG ARCHDALE FAMILY SLP,LLCOVERALL SITE PLANC3-0Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A RCHITECT
SEE ARCHDALE FLATSSENIOR DEVELOPMENTPLANS FOR THIS AREASITE DATA TABLEPROJECT AREA:7.75-AC.±TOTAL DISTURBED AREA7.61-AC.±PROPOSED RIGHT-OF-WAY:0-AC.±ZONING CODE SUMMARYPARCEL TAX ID:16927102STREET ADDRESS: 300 ARCHDALE DRIVEZONING: MUDD-OPROPOSED USE:MULTI-FAMILYBUILDING HEIGHT:75' MAX.YARD REQUIREMENTS:FRONT: 16' FROM BOC (8'PLANTING STRIP AND 8'SIDEWALK)SIDE: NONEREAR: NONEPARKING SUMMARYPARKING REQUIREMENTS:ONE AND A HALF SPACES PERUNITPARKING REQUIRED:STANDARD SPACES: 295ADA SPACES: 8PARKING PROVIDED:STANDARD SPACES: 281ADA SPACES: 22TOTAL PARKING SPACES: 303OPEN SPACE SUMMARYPROJECT AREA:7.75- AC.±MULTIFAMILY AREA:7.75-AC.±*AREAS EXCLUDE EXISTING AND FUTURE RIGHT-OF-WAYSTOTAL IMPERVIOUS AREA :( PAVEMENT, WALKS, ANDBUILDINGS):EXISTING: 0-AC±PROPOSED: 5.65-AC±OPEN SPACEREQUIRED: 2,259-SF±PROVIDED: 11,383-SF±
Farmhurst Drive(CDOT MAINTAINED-60' R.O.W.)High Meadow Lane(CDOT MAINTAINED-60' R.O.W.)Private Street AMulti-familyMulti-familyMulti-familyMulti-familyVacantParcelDOG PARK428 UNITSVANVANVAN645 UNITS428 UNITS528 UNITSELEV.3ELEV.2ELEV.1FITNESS RMMAILLOUNGELAUNDRYOFFICESTAIR #1STAIR #2ELEV.LOBBYA23'AAA24'23'R3.024.5'23'R10.023'R30.0R45.0R15.0R3.0R12.0R3.0R10.0R10.0R3.024'28'17'8.5'17'8.5'8.5'17'8.5'17'8.5'17'8.5'17'8.5'EEEEGM1M1M2M317'8.5'IHIIIIK28'23'KKM217'8.5'17.5'8.5'18.5'8.5'R10.0R3.0R10.0R3.0R3.0R10.0R3.0R10.0R10.0R3.0R3.08.5'17'S1CCCDER3.0R3.0R3.0PROPERTY LINE30' STREAM BUFFERFFFFFFFFGGHHHHHHHHHHHHHHHMBMBMBMBPPPRTTTDFIITTTT17'R30.0R3.0R3.048-INCH BLACK VINYL COATEDCHAINLINK FENCE WITH 48-INCH GATE.CONTRACTOR TO PROVIDE SHOPDRAWINGS FOR LA REVIEW.UUUAABBBBBBBBBAASITE PLAN KEY NOTESAS1BCDEFGHIJKNOQRM1M2LMPST18" STANDARD CURB AND GUTTER18" STANDARD SPILL CURBCURB END TRANSITIONCONCRETE SIDEWALK PER DETAIL. WIDTH PER PLAN. 2% MAX. CROSS SLOPE.ADA ACCESSIBLE RAMP IN SIDEWALK TO CONFORM TO FEDERAL, STATE, AND LOCAL ACCESSIBILITYGUIDELINES.ACCESSIBLE PARKING SPACE TYPICAL. SEE DETAIL FOR PARKING SPACE SIZE, SIGN AND SYMBOL("VAN"-INDICATES VAN ACCESSIBLE SPACE).PARKING STANDARDS - PARKING STALL SIZES VARY DEPENDING ON LOCATION - SEE SITE PLAN FORDIMENSIONS. PAINTED WITH "SWSL/4" - SINGLE WHITE SOLID LINE - 4" WIDESEED, SOD, AND/OR LANDSCAPE AREA. MINIMUM 4" OF TOPSOIL. SEE LANDSCAPE PLANS THIS SET.SITE LIGHTING POLE / FIXTURE TYPICAL (SEE LIGHTING PLANS FOR DETAILS) (POLE BASE PAINTEDTRAFFIC YELLOW)CONCRETE TRANSFORMER PAD PER LOCAL POWER COMPANY STANDARDS AND DETAILS.DUMPSTER AND RECYCLE AREA. REFER TO ARCHITECTURAL PLAN FOR DESIGN INFORMATION.SEGMENTAL RETAINING WALL (SRW). FURNISHING AND CONSTRUCTION OF A SRW SYSTEM INACCORDANCE WITH NCMA BEST PRACTICE GUIDLINES IN GENERAL CONFORMITY WITH THE LINES,GRADES, DESIGNS, AND DIMENSIONS SHOWN ON THESE PLANS. A) CUT WALL B) FILL WALLFLUSH CURB USED AT ENTRANCE , LENGTH PER PLAN, TRANSITION TO STANDARD 6" CURB HEIGHTOVER 10' / PER PLAN.MOUNTABLE CURB. WIDTH PER PLAN. TRANSITIONAL CURB AT EACH END.STAIRS WITH HANDRAIL (SEE SAFETY RAIL AND SAFETY RAIL WARRANT DETAILS.), 6" RISERS, 5'LANDING AT TOP AND BOTTOM.ADA ACCESSIBLE RAMP WITH HAND RAILS, 5' LANDING AT TOP AND BOTTOM. TO CONFORM TOFEDERAL, STATE, AND LOCAL ACCESSIBILITY GUIDELINES.GUIDE RAIL. SEE SAFETY RAIL AND SAFETY RAIL WARRANT DETAILS.SITE SIGNAGEPROPOSED MONUMENT SIGNPAVEMENT MARKINGSPAINTED STOP BAR AND STOP SIGN . (WORD "STOP" PER PLAN)PEDESTRIAN CROSSWALK WITH 6" WIDE PAINTED WHITE STRIPING PARALLEL TO DIRECTION OFTRAFFIC AT 2'-0" O.C. AND (1)-8" WHITE STRIPE PERPENDICULAR ON BOTH ENDS UNLESS NOTEDOTHERWISE. SEE SITE PLAN FOR DIMENSIONS. PEDESTRIAN CROSSING SIGN TYPICAL ATPEDESTRIAN CROSSWALKS AS NOTED ON PLANS.30" STANDARD CURB AND GUTTER54" HIGH BLACK ALUMINUM PICKET FENCE AND GATE.EXIT PORCH. SEE ARCHITECTURAL PLANS FOR EXACT SIZE. SEE GRADING PLANS FOR LOCATION OFSTAIRS AND/OR RAMPS THAT MAY BE REQUIRED. PAVEMENT SHALL BE FLUSH WITH THE TOP OFSTOOP.UVFLOATING SIDEWALK FOR TREE ROOT ZONE AREA. SEE DETAIL.BIKE RACK. SEE DETAIL.PROPOSED IMPROVEMENTS LEGENDPROPOSED PROPERTY LEGENDARCHDALE FLATS FAMILYPREPARED FORECG ARCHDALE FAMILY SLP,LLCSITE PLANC3-1Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A RCHITECT
SEE ARCHDALE FLATSSENIOR DEVELOPMENTPLANS FOR THIS AREA
Archdale Road(CDOT MAINTAINED-60' R.O.W.)Existing PetResortMulti-familyVacantParcelMulti-familyPrivate Street BMAINT.428 UNITSVANPOOLLEASINGCLUBUPUPSTAIR #1STO.STAIR #2DATASTO.STO.STO.B2-HCA2-HCA2.1B2.1A2.1A2-HCB2B2-HCB2A2-HCA2.1B2-HCB2STO.STO.OPEN BREEZEWAY680.00BREEZEWAY ABOVESPRINKLER428 UNITS323 UNITS239 UNITSUP
UP
RAMP
DN
RAMP
UP RAMP
DN
STAIR #1
STO.
STAIR #2
DATA
STO.
STO.
STO.
OPEN BREE
Z
E
W
A
Y
685.30
684.30
683.30
B2-HC
A2-HC
A2.1
B2.1
A2.1
A2-HC B2
B2-HC
B2
A2-HC
A2.1
B2-HC
B2
SPRINKLER
UPUPUPUPLAUNDRYB1B1C1-HCC1-HCB1B1MAINTENANCEC1-HC680.90680.90OFFICESPRINKLER139 UNITSELEV.2ELEV.1LAUNDRYOFFICESTAIR #2STAIR
#
3
ELEV.LOBBYCAA24'24'23'23'23'17'8.5'
17'8.5'KL17'8.5'8.5'17'17'8.5'17'8.5'17'8.5'
8.5'IIIIIIIEEEQEEEEEEEM1M2M2M2M2M1M1M1M124'28'23'28'35'GGGKGATED EMERGENCYACCESS ONLY WITH KNOX BOXM2CCM2DFFFFFFFFFFF17'GGGGHHHHHHHHHHHIIIIR3.0R2.0R3.0R12.0R3.0R12.0R12.0R3.0R3.0R3.0R12.0R3.0R12.0R3.0R30.0R3.0R3.0R3.0R117.0R77.0R10.0R10.0R10.0R10.0R112.0R10.0MATTMAMBTMBTMBTKNOOOOOPPPPQMAILNRRRSS1S1TTTEXISTING CONCRETE SLAB ANDBUS STOP TO REMAINUUUVABBBBBAAAASITE PLAN KEY NOTESAS1BCDEFGHIJKNOQRM1M2LMPST18" STANDARD CURB AND GUTTER18" STANDARD SPILL CURBCURB END TRANSITIONCONCRETE SIDEWALK PER DETAIL. WIDTH PER PLAN. 2% MAX. CROSS SLOPE.ADA ACCESSIBLE RAMP IN SIDEWALK TO CONFORM TO FEDERAL, STATE, AND LOCAL ACCESSIBILITYGUIDELINES.ACCESSIBLE PARKING SPACE TYPICAL. SEE DETAIL FOR PARKING SPACE SIZE, SIGN AND SYMBOL("VAN"-INDICATES VAN ACCESSIBLE SPACE).PARKING STANDARDS - PARKING STALL SIZES VARY DEPENDING ON LOCATION - SEE SITE PLAN FORDIMENSIONS. PAINTED WITH "SWSL/4" - SINGLE WHITE SOLID LINE - 4" WIDESEED, SOD, AND/OR LANDSCAPE AREA. MINIMUM 4" OF TOPSOIL. SEE LANDSCAPE PLANS THIS SET.SITE LIGHTING POLE / FIXTURE TYPICAL (SEE LIGHTING PLANS FOR DETAILS) (POLE BASE PAINTEDTRAFFIC YELLOW)CONCRETE TRANSFORMER PAD PER LOCAL POWER COMPANY STANDARDS AND DETAILS.DUMPSTER AND RECYCLE AREA. REFER TO ARCHITECTURAL PLAN FOR DESIGN INFORMATION.SEGMENTAL RETAINING WALL (SRW). FURNISHING AND CONSTRUCTION OF A SRW SYSTEM INACCORDANCE WITH NCMA BEST PRACTICE GUIDLINES IN GENERAL CONFORMITY WITH THE LINES,GRADES, DESIGNS, AND DIMENSIONS SHOWN ON THESE PLANS. A) CUT WALL B) FILL WALLFLUSH CURB USED AT ENTRANCE , LENGTH PER PLAN, TRANSITION TO STANDARD 6" CURB HEIGHTOVER 10' / PER PLAN.MOUNTABLE CURB. WIDTH PER PLAN. TRANSITIONAL CURB AT EACH END.STAIRS WITH HANDRAIL (SEE SAFETY RAIL AND SAFETY RAIL WARRANT DETAILS.), 6" RISERS, 5'LANDING AT TOP AND BOTTOM.ADA ACCESSIBLE RAMP WITH HAND RAILS, 5' LANDING AT TOP AND BOTTOM. TO CONFORM TOFEDERAL, STATE, AND LOCAL ACCESSIBILITY GUIDELINES.GUIDE RAIL. SEE SAFETY RAIL AND SAFETY RAIL WARRANT DETAILS.SITE SIGNAGEPROPOSED MONUMENT SIGNPAVEMENT MARKINGSPAINTED STOP BAR AND STOP SIGN . (WORD "STOP" PER PLAN)PEDESTRIAN CROSSWALK WITH 6" WIDE PAINTED WHITE STRIPING PARALLEL TO DIRECTION OFTRAFFIC AT 2'-0" O.C. AND (1)-8" WHITE STRIPE PERPENDICULAR ON BOTH ENDS UNLESS NOTEDOTHERWISE. SEE SITE PLAN FOR DIMENSIONS. PEDESTRIAN CROSSING SIGN TYPICAL ATPEDESTRIAN CROSSWALKS AS NOTED ON PLANS.30" STANDARD CURB AND GUTTER54" HIGH BLACK ALUMINUM PICKET FENCE AND GATE.EXIT PORCH. SEE ARCHITECTURAL PLANS FOR EXACT SIZE. SEE GRADING PLANS FOR LOCATION OFSTAIRS AND/OR RAMPS THAT MAY BE REQUIRED. PAVEMENT SHALL BE FLUSH WITH THE TOP OFSTOOP.UVFLOATING SIDEWALK FOR TREE ROOT ZONE AREA. SEE DETAIL.BIKE RACK. SEE DETAIL.PROPOSED IMPROVEMENTS LEGENDPROPOSED PROPERTY LEGENDARCHDALE FLATS FAMILYPREPARED FORECG ARCHDALE FAMILY SLP,LLCSITE PLANC3-2Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A RCHITECT
SEE ARCHDALE FLATSSENIOR DEVELOPMENTPLANS FOR THIS AREA
Farmhurst Drive(CDOT MAINTAINED-60' R.O.W.)High Meadow Lane(CDOT MAINTAINED-60' R.O.W.)Archdale Road(CDOT MAINTAINED-60' R.O.W.)Private Street AExisting PetResortMulti-familyMulti-familyMulti-familyMulti-familyMulti-familyVacantParcelVacantParcelMulti-familyDOG PARKPrivate Street BMAINT.428 UNITSVANVANVANVANPOOLLEASINGCLUB645 UNITSUPUPSTAIR #1STO.STAIR #2DATASTO.STO.STO.B2-HCA2-HCA2.1B2.1A2.1A2-HCB2B2-HCB2A2-HCA2.1B2-HCB2STO.STO.OPEN BREEZEWAY680.00BREEZEWAY ABOVESPRINKLER428 UNITS323 UNITS528 UNITS239 UNITSUP
UP
RAMPDN
RAMPUP RAMPDN
STAIR #1
STO.
STAIR #2
DATA
STO.
STO.
STO.
OPEN BREEZEW
A
Y
685.30
684.30
683.30
B2-HC
A2-HC
A2.1
B2.1
A2.1
A2-HC B2
B2-HC
B2
A2-HC
A2.1
B2-HC
B2
SPRINKLER
UPUPUPUPLAUNDRYB1B1C1-HCC1-HCB1B1MAINTENANCEC1-HC680.90680.90OFFICESPRINKLER139 UNITSELEV.3ELEV.2ELEV.1FITNESS RMMAILLOUNGELAUNDRYOFFICESTAIR #1STAIR #2STAIR
#
3
ELEV.LOBBY5GRADING & DRAINAGE PLAN NOTESGRADING & DRAINAGE PLAN NOTES6" (TYP.) ROOF DRAIN LATERAL (RD). CONNECTION TO ROOF DRAIN DOWNSPOUTS ORSTAND PIPES. LATERALS SHALL BE CONSTRUCTED AT 1% MINIMUM SLOPE TO MAIN ORCOLLECTOR PIPE. COORDINATE LOCATION AND INVERT WITH ARCH/MEP PLANS.CLEANOUT(S) - ("H-20" TRAFFIC RATED IN ALL PAVED AREAS), SPACING PER GOVERNINGAGENCY.A MINIMUM VERTICAL SEPARATION OF 18-INCHES SHALL BE MAINTAINED AT CROSSINGS.IN THE EVENT THAT MINIMUM SEPARATION REQUIREMENTS CANNOT BE MET, THECONTRACTOR SHALL UTILIZE MINIMUM PIPE SEPARATION REQUIREMENTS PER THEGOVERNING AGENCY.LOW POINT (LP) DRAINAGE BREAK FLOW LINE IN PAVEMENT SECTION. POSITIVE GRADEDRAIN.PERMANENT RIP RAP DISSIPATER PAD AT STORM OUTLET. SEE DETAIL FOR STONE SIZEAND DIMENSION.12345OUTLINED AREA REPRESENTS THE OUTLINE OF ADA SPACES (PAVEMENT SLOPES WITHINTHE LIMITS OF THIS AREA HAVE BEEN DESIGNED AT 1.8% MAXIMUM GRADE. CONTRACTORSHALL GRADE THESE AREAS NO STEEPER THAN 2.0%.)SIDEWALK AND CROSSWALK CROSS-SLOPES SHALL NOT EXCEED 3/16" PER LINEAR FOOT(MAX. 2%, SEE DETAIL).ADA ACCESSIBLE RAMP IN SIDEWALK TO CONFORM TO FEDERAL, STATE, AND LOCALACCESSIBILITY GUIDELINES.18" STANDARD SPILL CURBVARIABLE HEIGHT SEGMENTED RETAINING WALL. (SEE WALL DETAILS)PERMANENT GRASS SWALE. SEE DETAIL FOR DIMENSION AND CAPACITY.SIDEWALK RAMP WITH 5' LANDING AT TOP AND BOTTOM, 1:12 MAX. SLOPE, MAX RISE OF30-INCHES, AND SHALL MEET ALL REQUIREMENTS OF THE ADA STANDARDS FORACCESSIBLE DESIGN FOR RAMPS.PROPOSED TOPOGRAPHIC LEGENDHPHPLPLPPROPOSED STORM DRAINAGE PLAN LEGENDCOFILL HEIGHT TABLEFOR RIGID PIPECLASSMINIMUMFILL (FT)MAXIMUMFILL (FT)III3'IV2'20' < H< 30'V2'30' <H< 40'SPECIALDESIGNREQUIREDH > 40'ARCHDALE FLATS FAMILYPREPARED FORECG ARCHDALE FAMILY SLP,LLCOVERALL GRADINGPLANC4-0Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A RCHITECT
SEE ARCHDALE FLATSSENIOR DEVELOPMENTPLANS FOR THIS AREA
Farmhurst Drive(CDOT MAINTAINED-60' R.O.W.)High Meadow Lane(CDOT MAINTAINED-60' R.O.W.)Private Street AMulti-familyMulti-familyMulti-familyMulti-familyVacantParcelDOG PARK428 UNITSVANVANVAN645 UNITS428 UNITS528 UNITSELEV.3ELEV.2ELEV.1FITNESS RMMAILLOUNGELAUNDRYOFFICESTAIR #1STAIR #2ELEV.LOBBY5GRADING & DRAINAGE PLAN NOTESGRADING & DRAINAGE PLAN NOTES6" (TYP.) ROOF DRAIN LATERAL (RD). CONNECTION TO ROOF DRAIN DOWNSPOUTS ORSTAND PIPES. LATERALS SHALL BE CONSTRUCTED AT 1% MINIMUM SLOPE TO MAIN ORCOLLECTOR PIPE. COORDINATE LOCATION AND INVERT WITH ARCH/MEP PLANS.CLEANOUT(S) - ("H-20" TRAFFIC RATED IN ALL PAVED AREAS), SPACING PER GOVERNINGAGENCY.A MINIMUM VERTICAL SEPARATION OF 18-INCHES SHALL BE MAINTAINED AT CROSSINGS.IN THE EVENT THAT MINIMUM SEPARATION REQUIREMENTS CANNOT BE MET, THECONTRACTOR SHALL UTILIZE MINIMUM PIPE SEPARATION REQUIREMENTS PER THEGOVERNING AGENCY.LOW POINT (LP) DRAINAGE BREAK FLOW LINE IN PAVEMENT SECTION. POSITIVE GRADEDRAIN.PERMANENT RIP RAP DISSIPATER PAD AT STORM OUTLET. SEE DETAIL FOR STONE SIZEAND DIMENSION.12345OUTLINED AREA REPRESENTS THE OUTLINE OF ADA SPACES (PAVEMENT SLOPES WITHINTHE LIMITS OF THIS AREA HAVE BEEN DESIGNED AT 1.8% MAXIMUM GRADE. CONTRACTORSHALL GRADE THESE AREAS NO STEEPER THAN 2.0%.)SIDEWALK AND CROSSWALK CROSS-SLOPES SHALL NOT EXCEED 3/16" PER LINEAR FOOT(MAX. 2%, SEE DETAIL).ADA ACCESSIBLE RAMP IN SIDEWALK TO CONFORM TO FEDERAL, STATE, AND LOCALACCESSIBILITY GUIDELINES.18" STANDARD SPILL CURBVARIABLE HEIGHT SEGMENTED RETAINING WALL. (SEE WALL DETAILS)PERMANENT GRASS SWALE. SEE DETAIL FOR DIMENSION AND CAPACITY.SIDEWALK RAMP WITH 5' LANDING AT TOP AND BOTTOM, 1:12 MAX. SLOPE, MAX RISE OF30-INCHES, AND SHALL MEET ALL REQUIREMENTS OF THE ADA STANDARDS FORACCESSIBLE DESIGN FOR RAMPS.PROPOSED TOPOGRAPHIC LEGENDHPHPLPLPPROPOSED STORM DRAINAGE PLAN LEGENDCOFILL HEIGHT TABLEFOR RIGID PIPECLASSMINIMUMFILL (FT)MAXIMUMFILL (FT)III3'IV2'20' < H< 30'V2'30' <H< 40'SPECIALDESIGNREQUIREDH > 40'ARCHDALE FLATS FAMILYPREPARED FORECG ARCHDALE FAMILY SLP,LLCGRADING PLANC4-1Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A RCHITECT
SEE ARCHDALE FLATSSENIOR DEVELOPMENTPLANS FOR THIS AREA
Archdale Road(CDOT MAINTAINED-60' R.O.W.)Existing PetResortMulti-familyVacantParcelMulti-familyPrivate Street BMAINT.428 UNITSVANPOOLLEASINGCLUBUPUPSTAIR #1STO.STAIR #2DATASTO.STO.STO.B2-HCA2-HCA2.1B2.1A2.1A2-HCB2B2-HCB2A2-HCA2.1B2-HCB2STO.STO.OPEN BREEZEWAY680.00BREEZEWAY ABOVESPRINKLER428 UNITS323 UNITS239 UNITSUP
UP
RAMP
DN
RAMP
UP RAMP
DN
STAIR #1
STO.
STAIR #2
DATA
STO.
STO.
STO.
OPEN BREE
Z
E
W
A
Y
685.30
684.30
683.30
B2-HC
A2-HC
A2.1
B2.1
A2.1
A2-HC B2
B2-HC
B2
A2-HC
A2.1
B2-HC
B2
SPRINKLER
UPUPUPUPLAUNDRYB1B1C1-HCC1-HCB1B1MAINTENANCEC1-HC680.90680.90OFFICESPRINKLER139 UNITSELEV.2ELEV.1LAUNDRYOFFICESTAIR #2STAIR
#
3
ELEV.LOBBYGRADING & DRAINAGE PLAN NOTESGRADING & DRAINAGE PLAN NOTES6" (TYP.) ROOF DRAIN LATERAL (RD). CONNECTION TO ROOF DRAIN DOWNSPOUTS ORSTAND PIPES. LATERALS SHALL BE CONSTRUCTED AT 1% MINIMUM SLOPE TO MAIN ORCOLLECTOR PIPE. COORDINATE LOCATION AND INVERT WITH ARCH/MEP PLANS.CLEANOUT(S) - ("H-20" TRAFFIC RATED IN ALL PAVED AREAS), SPACING PER GOVERNINGAGENCY.A MINIMUM VERTICAL SEPARATION OF 18-INCHES SHALL BE MAINTAINED AT CROSSINGS.IN THE EVENT THAT MINIMUM SEPARATION REQUIREMENTS CANNOT BE MET, THECONTRACTOR SHALL UTILIZE MINIMUM PIPE SEPARATION REQUIREMENTS PER THEGOVERNING AGENCY.LOW POINT (LP) DRAINAGE BREAK FLOW LINE IN PAVEMENT SECTION. POSITIVE GRADEDRAIN.PERMANENT RIP RAP DISSIPATER PAD AT STORM OUTLET. SEE DETAIL FOR STONE SIZEAND DIMENSION.12345OUTLINED AREA REPRESENTS THE OUTLINE OF ADA SPACES (PAVEMENT SLOPES WITHINTHE LIMITS OF THIS AREA HAVE BEEN DESIGNED AT 1.8% MAXIMUM GRADE. CONTRACTORSHALL GRADE THESE AREAS NO STEEPER THAN 2.0%.)SIDEWALK AND CROSSWALK CROSS-SLOPES SHALL NOT EXCEED 3/16" PER LINEAR FOOT(MAX. 2%, SEE DETAIL).ADA ACCESSIBLE RAMP IN SIDEWALK TO CONFORM TO FEDERAL, STATE, AND LOCALACCESSIBILITY GUIDELINES.18" STANDARD SPILL CURBVARIABLE HEIGHT SEGMENTED RETAINING WALL. (SEE WALL DETAILS)PERMANENT GRASS SWALE. SEE DETAIL FOR DIMENSION AND CAPACITY.SIDEWALK RAMP WITH 5' LANDING AT TOP AND BOTTOM, 1:12 MAX. SLOPE, MAX RISE OF30-INCHES, AND SHALL MEET ALL REQUIREMENTS OF THE ADA STANDARDS FORACCESSIBLE DESIGN FOR RAMPS.PROPOSED TOPOGRAPHIC LEGENDHPHPLPLPPROPOSED STORM DRAINAGE PLAN LEGENDCOFILL HEIGHT TABLEFOR RIGID PIPECLASSMINIMUMFILL (FT)MAXIMUMFILL (FT)III3'IV2'20' < H< 30'V2'30' <H< 40'SPECIALDESIGNREQUIREDH > 40'ARCHDALE FLATS FAMILYPREPARED FORECG ARCHDALE FAMILY SLP,LLCGRADING PLANC4-2Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A RCHITECT
SEE ARCHDALE FLATSSENIOR DEVELOPMENTPLANS FOR THIS AREA
Farmhurst Drive(CDOT MAINTAINED-60' R.O.W.)High Meadow Lane(CDOT MAINTAINED-60' R.O.W.)Archdale Road(CDOT MAINTAINED-60' R.O.W.)Private Street AExisting PetResortMulti-familyMulti-familyMulti-familyMulti-familyMulti-familyVacantParcelVacantParcelMulti-familyDOG PARKPrivate Street BMAINT.VANVANVANVANPOOLLEASINGCLUB645 UNITSUPUPSTAIR #1STO.STAIR #2DATASTO.STO.STO.B2-HCA2-HCA2.1B2.1A2.1A2-HCB2B2-HCB2A2-HCA2.1B2-HCB2STO.STO.OPEN BREEZEWAY680.00BREEZEWAY ABOVESPRINKLER428 UNITS323 UNITS528 UNITS239 UNITSUP
UP
RAMPDN
RAMPUP RAMP
DN
STAIR #1
STO.
STAIR #2
DATA
STO.
STO.
STO.
OPEN BREEZEW
A
Y
685.30
684.30
683.30
B2-HC
A2-HC
A2.1
B2.1
A2.1
A2-HC B2
B2-HC
B2
A2-HC
A2.1
B2-HC
B2
SPRINKLER
UPUPUPUPLAUNDRYB1B1C1-HCC1-HCB1B1MAINTENANCEC1-HC680.90680.90OFFICESPRINKLER139 UNITSPOWER - LIGHTING - COMMUNICATION - GAS LEGENDECTGPROPOSED SANITARY - GRAVITY PLAN LEGENDCODRAINAGE LEGENDCOARCHDALE FLATS FAMILYPREPARED FORECG ARCHDALE FAMILY SLP,LLCUTILITY PLANC5-0Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©SEE ARCHDALE FLATSSENIOR DEVELOPMENTPLANS FOR THIS AREAFIRE DEPARTMENT CONNECTION(F.D.C) NOTES1. ALL FIRE DEPARTMENT CONNECTIONS SHALL BEPROVIDED A CLEAR SPACE OF TEN FEETHORIZONTALLY AND VERTICALLY IN ALL DIRECTIONS.(GAS METERS, ELECTRICAL TRANSFORMERS, ANDPARKED VEHICLES CANNOT BE LOCATED WITHINTHIS SPACE.)2. ALL FIRE DEPARTMENT CONNECTIONS SHALL BEREADILY VISIBLE AND NOT MORE THAN FIFTY FEETFROM A STREET, FIRE LANE, OR SIMILAR AREAPROVIDING ACCESS TO FIRE DEPARTMENTAPPARATUS. THE AREA BETWEEN THE CONNECTIONAND VEHICULAR ACCESS SHALL BE FREE OFOBSTRUCTIONS.3. THERE SHALL BE AN APPROVED PUMPER FIREHYDRANT WITHIN TWO HUNDRED FEET OF THE FIREDEPARTMENT CONNECTION MEASURED ALONG ANAPPROVED PATH OF TRAVEL FOR THE FIREAPPARATUS.4. FOR ADDITIONAL INFORMATION OF FIREPROTECTION SYSTEM INCLUDING LOCATION OF FIREDEPARTMENT CONNECTION, ETC., REFER TO FIREPROTECTION PLANS BY OTHERS.WATER DISTRIBUTION NOTES1. CONTRACTOR TO LOCATE TIE-INS TO ALL BUILDINGSBASED ON PLUMBING PLANS.2. WATER METER TO BE INSTALLED BY CLT WATER;CONTRACTOR IS RESPONSIBLE FOR COORDINATINGAND PAYING FOR INSTALLATION.3. REDUCED PRESSURE PRINCIPLE BACKFLOWPREVENTION ASSEMBLY AS APPROVED BY CLTWATER TO BE INSTALLED BY CONTRACTOR DURINGCONSTRUCTION. ASSEMBLY TO BE INSTALLEDABOVE-GROUND WITHIN INSULATED ENCLOSUREPER CLT WATER REQUIREMENTS. ENCLOSURE TOINCLUDE DRAIN PORT(S) FOR DISCHARGE WATERPER CLT WATER REQUIREMENTS. ENCLOSURE TOBE LOCATED OUT OF SETBACK. SEE DETAIL SHEETSFOR FURTHER INFORMATION.4. CONTRACTOR TO LOCATE TIE-INS TO ALL BUILDINGSBASED ON PLUMBING PLANS.5. BASED ON THE BEST AVAILABLE INFORMATION TOTHE DESIGNER, THE BUILDING FIRE PROTECTIONSYSTEMS ARE RATED AS MODERATE HAZARD AND ADOUBLE CHECK VALVE ASSEMBLY IS SPECIFIED. ITWILL BE NECESSARY TO SUBSTITUTE A REDUCEDPRESSURE PRINCIPLE ASSEMBLY IF AT ANY TIMEDURING DESIGN OR CONSTRUCTION THE SYSTEMSARE RATED AS HIGH HAZARD.6. ALL WATER MAINS 6" AND LARGER SHALL BE PVC INACCORDANCE WITH AWWA C-900. THE PIPE SHALLBE PRESSURE CLASS 200 WITH SDR OF 14. DUCTILEIRON PIPE (NO PVC) TO BE USED WITHIN 5 FT. OFBACKFLOW PREVENTION DEVICES.7. THERE SHALL BE NO TAPS, PIPING BRANCHES,UNAPPROVED BYPASS PIPING, HYDRANTS, FIREDEPT. CONNECTION POINTS, OR OTHER WATERUSING APPURTENANCES CONNECTED TO THESUPPLY LINE BETWEEN ANY WATER METER AND ITSCLT. WATER REQUIRED BACKFLOW PREVENTER.8. TAMPER SWITCHES TO BE INSTALLED ON THE FIRELINE BACKFLOW PREVENTER. INSTALL 3/4" CONDUITFROM FIRE LINE BACKFLOW VAULT TO BUILDINGALARM SYSTEM INSIDE BUILDING. COORDINATEWITH ALARM SYSTEM MANUFACTURER.9. EACH CLT. WATER REQUIRED BACKFLOWPREVENTION ASSEMBLY IS REQUIRED TO BE TESTEDBY A CLT. WATER APPROVED CERTIFIED TESTERPRIOR TO PLACING THE WATER SYSTEM IN SERVICE.10. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANENCROACHMENT AGREEMENT PERMIT ASREQUIRED, TO CONSTRUCT UTILITY CONNECTIONS.11. LOCATE FIRE DEPARTMENT CONNECTION (FDC) PERFIRE PROTECTION PLANS (BY OTHERS) AND FIREDEPARTMENT REQUIREMENTS.12. ALL FIRE HYDRANTS SHALL HAVE A 5-INCH STORZPUMPER CONNECTION.13. ALL METERS SHALL HAVE A VALVE BEFORE ANDAFTER METER PER CLT. WATER REQUIREMENTS(SEE CLT. WATER STANDARD DETAILS)BACKFLOW PREVENTION NOTES:1. INSULATED ENCLOSURE SHALL BE PROVIDED WITH AHEATER TO SUSTAIN A MIN. TEMP OF 40'.CONTRACTOR RESPONSIBLE FOR COORDINATINGAND HAVING ELECTRICAL SERVICE BROUGHT TOBACKFLOW PREVENTION DEVICE FOR THE HEATER.2. THERE SHALL BE NO TAPS, PIPING BRANCHES,UNAPPROVED BYPASS PIPING, HYDRANTS, FIREDEPT. CONNECTION POINTS, OR OTHER WATERUSING APPURTENANCES CONNECTED TO THESUPPLY LINE BETWEEN ANY WATER METER AND ITSCLT WATER REQUIRED BACKFLOW PREVENTER.3. EACH CLT WATER REQUIRED BACKFLOWPREVENTER IS REQUIRED TO BE TESTED BY A CLTWATER APPROVED CERTIFIED TESTER PRIOR TOPLACING THE WATER SYSTEM IN SERVICE. SEE CLTWATER SPECIFICATIONS FOR LIST OF APPROVEDCERTIFIED TESTERS.4. CONTRACTOR SHALL INSTALL TAMPER SWITCHES ONGATE VALVES REDUCED PRESSURE BACKFLOWASSEMBLIES THAT SERVE FIRE SPRINKLERSYSTEMS.5. NO PLASTIC PIPE WITHIN 5 FEET OF EITHER END OFBACKFLOW PREVENTERS.6. NO PERMANENT INSULATION SHALL BE INSTALLEDON THE BP ASSEMBLY.7. FIRE DEPARTMENT REQUIRES TAMPER SWITCHESON BP'S SERVING SPRINKLERS. SWITCHES TO BEWIRED TO MAIN ALARM PANEL.NOTE:1. CONTRACTOR SHALL MAINTAIN 18" MINIMUMVERTICAL CLEARANCE BETWEEN CROSSINGUTILITIES.