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Business Center at CTC Replat F PUD Mylar
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Business Center at CTC Replat F PUD Mylar
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Entry Properties
Last modified
1/5/2018 11:10:17 AM
Creation date
3/29/2017 9:40:45 AM
Metadata
Fields
Template:
CITYWIDE
Doc Type
Mylar
Ord/Res - Year
2007
Ord/Res - Number
43
Recordation Number
2887398
Subdivision Name
Business Center at CTC Replat F
Signed Date
10/3/2007
Cross-Reference
PC Res 2007-21
This plat is incorrect, these lots actually belong to Business Center Replat F. The City Council and Planning resolutions also refer to Replat F not Replat E. SEE CORRECTED/AMENDED PUD PLAT for accurate information.
Record Series Code
40.180
Record Series Name
Maps Drawings Plats Plans
Quality Check
3/29/2017
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ACCENT PANEL <br />ACCENT REVEAL <br />ACCESS LADDER <br />ASPHALT PAVING <br />BIKE RACK <br />BOLLARD LIGHT <br />BREAK AREA <br />GONG STEPS <br />CONCRETE CURB <br />CROSS WALK <br />DETENTION POND <br />DRAIN LEADER <br />ELECT SERVICE <br />EXT CONC SLAB <br />EXT STEEL STAIR <br />FIRE DEPT CONNEC" <br />FIRELINE SERVICE <br />GAS SERVICE <br />GATE <br />GRADING <br />GUARDRAIL <br />HC RAMP <br />HC SPACE <br />IRRIGATION SERVICE <br />LOADING APRON <br />LOADING DOCK <br />MEGH SCREEN <br />METAL ROOFING <br />MONUMENT SIGN <br />OH COILING DOOR <br />POLE MOUNT LIGHT <br />PRECAST PANEL <br />RECESSED ENTRY <br />RECESSED LIGHT <br />ROOF ACCESS <br />SANITARY SERVICE <br />SCREEN WALL <br />SCUPPER <br />SEWER LINE <br />SIDEWALK <br />STAIR HANDRAIL <br />STANDARD SPACE <br />STORM SERVICE <br />STRIPING <br />TRANSFORMER <br />TRASH ENCLOSURE <br />WATER SERVICE <br />WINDOW BAY <br />WINDOW FRAMING <br />1" precast concrete wall panel with no accent reveals <br />3/8" deep formed reveal on exterior exposed faces of PRECAST PANELS <br />Width of reveal = 2" at base of recess <br />Flare out side walls of reveal at 45 degrees <br />Painted or powder coated steel wall mounted access ladder <br />OSHA compliant with safety cage <br />Provide solid blocking in wall for anchorage as required <br />6" thick asphalt paving <br />5ee Grading Plan Details for additional recommendations <br />1 loop, q bike capacity "serpentine" bike rack <br />2" dia painted steel pipe <br />See Electrical for other requirements <br />10'1N x 14'L concrete slab - see EXT CONC SLAB note <br />36"W x 12"L coated wire mesh table and integral bench seats <br />1" max risers, 11" typ tread with 145 bar transverse ea tread <br />4" thick backslab reinforced with 6x6 10/10 WWF <br />Concrete curb * gutter <br />Reinforce w/ 145 longitudinal in top of curb and 245 longitudinal in mid -depth of gutter <br />See Grading plan and Details for typ curb profile, finish and joints <br />6" reinforced concrete slab crosswalk - See LOADING APRON note <br />Grass lined detention pond - see Grading 4 Drainage Plan <br />Underground piped roof drain leader <br />See Mechanical for size and routing <br />5ee Electrical for size and specific location of electrical service <br />5" concrete slab with broom finish <br />See Structural for other requirements <br />2x12 TS steel Tube stringers <br />1-1/2" deep concrete filled steel pan treads with closed risers and smooth sloped ry <br />See Utility Plan for size and specific location of fireline service <br />5ee Utility Plan for size and other requirements <br />See Mechanical for size and specific location of electrical se rvi,: : <br />Painted steel deck with vert ribs on tube steel frame <br />Finish grade at building terminates 6" below floor elev WOGS noted otherwise <br />See Civil for finish grade contour <br />See Soils Report for grading recommendations <br />1.5" dia painted steel pipe guardrail <br />Space rails 2 5.25" oc max <br />Space balusters at 6'-0 oc max <br />Locate top ra: .:i,. 42" above adjacent walkog surface <br />5" concrete slab on grade w/broom finish <br />Reinforce w/ 6x6 10/10 WWF <br />See Civil for ramp slope and side flair <br />Min ramp width = sidewalk width <br />q' -OW x 11'-6L parking space with 1'-6" curb overhang <br />q' -OW x 17'-6L maneuvering space on at least one side <br />Delineate parking space with 4" wide striping <br />Delineate maneuvering space with 4" wide diagonal hatching <br />Pole mounted handicap identification sign at head of space <br />See Utility Plan for size and other requirements <br />6" concrete slab on grade with #5 @ I6" oc each way <br />See Grading Plan for additional requirements <br />5" concrete slab with *5 ® 16" each way <br />Reinforce dock edge with L4x4x1/4 with 3/8x3 HAS @ 24" oc <br />2 dock bumpers installed per mfg's recommendation <br />See OH COILING DOOR note <br />3" dia gals steel pipe balusters @ 6"-0 oc <br />2 -1/2x2 -1/2x3/16 gale steel angle top, intermediate and bottom rail <br />1" nom ribbed steel decking mounted horiz @ top section, vert @ bottom section at balusters <br />Preformed metal pipe flashing and sealant as required at balusters <br />See Structural for anchorage and other requirements <br />Standing seam metal roofing system <br />Asphalt felt underlayment <br />5/8" 056 sheathing <br />4'-2H x 6-011 precast concrete - see TRASH ENCLOSURE NOTE <br />See Structural for foundation and other requirements <br />Overhead insulating steel coiling door with power operator <br />See Electrical for other requirements and pole base detail <br />1" precast concre. a wall panel <br />See ACCENT REVEAL note <br />See precast panel elevations for door, window and other opening locations <br />See Structural for other requirements <br />Aluminum storefront door system <br />Cantilevered precast wall panels above <br />Recessed soffit lighting <br />5ee Electrical for other requirements <br />See RECESSED ENTRY note <br />30Ax36A roof access hatch - Bilco model 520 or equal <br />See Utility Plan for size and other requirements <br />1" precast concrete wall panel <br />5ee ACCENT REVEAL note <br />Bronze "Lamb's tongue" overflow scupper outlet <br />See Mechanical for size <br />Rough -in main sanitary sewer line <br />See Mechanical for size and routing <br />5" conc slab on grade IA/broom finish <br />Reinforce w/ 6x6 10/10 WWF <br />See Grading Plan and Details for sidewalk slopes and typical joint requirements <br />1-1/2" dia standard steel pipe handrail with 1 intermediate rail <br />Locate top of rail 36" above plane of stair nosinqs <br />q' -OW x l '-OL parking space <br />See Utility Plan for size and other requirements <br />4" wide white asphaltic paint striping for all parking delineation <br />See Electrical for location and size of transformer <br />5" thick concrete pad - Verify size with Electrical <br />Reinforce with #4 ® 16" oc ea way centered at middepth <br />See GATE note <br />See EXT GONG SLAB note. Slope slab to drain toward driveway. <br />Provide ramp to gutter elevation - see SIDEWALK/HC RAMP note similar <br />Precast concrete enclosure walls - see PRECAST PANEL note <br />See Utility Plan for size and other requirements <br />5ee PRECAST PANEL note <br />See METAL ROOFING note <br />5ee WINDOW FRAMING note <br />2"Wx4-1/2"12 nom aluminum storefront framing system <br />All glazing to be 1" nom double glazing <br />See Window Elevations for location of tempered glazing <br />NP ASSEMBLIES <br />( MONUMENT 516N <br />PLAN NOTES <br />LOT 4 - <br />LOT 5 <br />.f. <br />/7'-G <br />z <br />• <br />• <br />• <br />ASPHALT PAVING <br />R=20' <br />ELECT SERVICE <br />r( LOADING APRON <br />i <br />2/2'-O <br />I LOT 3 <br />PROP ED ONE ST017 BLDG <br />1,738 SF / 88 SPACES = 1:3 O <br />tr <br />diFLOOR <br />100=-0 = 5295.50 <br />N <br />12'--6 /O'4 <br />r:-,01-67) <br />z <br />p I-1---_, -I T --I '''O <br />Ffl-1 <br />. It <br />212'-O <br />LOT 2 <br />PROP ED ONE STORY BLDG <br />31158 5F / q2 SPACES = 1:545 <br />LkFLOOR <br />1001-0 = 5297.50 <br />11 <br />ED LIGHT <br />0 <br />O <br />ST <br />5:- <br />0 0 <br />0 <br />ESSED ENTRY <br />ST <br />ST ST <br />BIKE RACK <br />ST <br />• <br />ST <br />COMO STEPS <br />0 0 <br />.271-0 <br />CONIC STE-PS <br />54 <br />54F0 <br />BOLLARD LIGHT ) <br />• <br />_717_ ( SEWER SERVICE <br />7,--( POLE MOUNT LIGHT <br />1 IN <br />T <br />CONC CURB <br />ASPHALT PAVING <br />144 LO <br />STANDARD SPACE ) <br />DETENTION POND <br />DETENTION POND <br />ST ST ST <br />ST <br />ST— • <br />ST--� <br />• <br />• <br />ONUMENT SIGN <br />55 <br />55 <br />• <br />( IRRIGATION SERVICE r <br />I. SEE THE BUSINESS CENTER AT G.T.C, REPLAT BOUNDARY DIMENSIONS <br />AND OTHER INFORMATION NOT ;`,7,THERV4H',. SHOWN HERE. <br />2. SEE 02/A01 FOR TYPICAL NEW CONSTRUCTION ASSEMBLIES NOTED THUS TYPICAL ASSEMBLY )---""/ <br />5. FUTURE TENANCY MAY REQUIRE THE ADDITION OF EXTERIOR UTILITY ENCLOSURES WHICH SHALL BE FULLY <br />SCREENED AND LOCATED IN THE REAR YARD OF THE LOT(5) AND MAY OCCUPY PARKING OR LOADING <br />SPAGE5 WHICH ARE IN EXCESS OF 1DDSG REQUIREMENTS BASED ON TENANCY AT THE TIME OF BUILDING <br />PERMIT APPLICATION FOR CONSTRUCTION OF THE ENCLOSURE(5). THE AGGREGATE AREA OF SUCH <br />ENCLOSURE(S) ON EACH LOT SHALL NOT EXCEED 10% OF THE PRINCIPAL BUILDING FLOOR AREA. <br />SEE SHEET A04 FOR TYPICAL ELEVATIONS OF EXTERIOR UTILITY ENCLOSURES. <br />Pa? FLAN <br />KEY NO ES <br />• <br />• <br />• <br />• <br />104th STREET <br />(E) 30' DRAINAGE AND UTILITY EASEMENT <br />(E) 10' UTILITY EASEMENT <br />(E) 54' LANDSCAPE AND OPEN SPACE CONSERVATION EASEMENT <br />(E) DETACHED PUBLIC SIDEWALK <br />(E) FIRE HYDRANT <br />(E) STREET LIGHT <br />(E) TELEPHONE PEDESTAL <br />(E) ELECT TRANSFORMER <br />(E) CURB AND GUTTER <br />NEIN 20' PRIVATE DRAINAGE EASEMENT (SEE PLAT) <br />NEW PRIVATE UTILITY EASEMENT (SEE PLAT) <br />15' DRIVEWAY SIGHT TRIANGLE <br />NEIN PUBLIC SIDEWALK EASEMENT (SEE PLAT) <br />NEIN PRIVATE CROSS ACCESS EASEMENT (SEE PLAT) <br />IN <br />Cid <br />• <br />0 <br />Proposed P LTD <br />5777 Central Avenue - Suite 110 <br />00 N <br />oo <br />o <br />47te‘ Lig) <br />(113 <br />AO k <br />06P1/01 PUDA.kEPLAT <br />, 01/50/07 RESUBMITTAL <br />00 <br />CD <br />Xi 0 I— <br />m co <br />416. <br />Cn <br />El, CD <br />(It th <br />
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