The URL can be used to link to this page

Home My WebLink About327 W Seneca Street -sidewalk changeAVERAGE LOT DEPTH 88.71'EXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDING PUBLIC SIDEWALK WEST SENECA STREET 87° 34' 30" 52.00' N E 2° 09' 56"90.29'SE87° 44' 38" 26.94' S W2° 13' 55"87.42'NW87° 59' 37" 25.01' S W PROPOSED 3-STORY APARTMENT 327 W. SENECA ST. LAWN NEW LAWN EXISTING CITY TREES TO REMAIN HBA 4 TOS 1 TOS 1 HBA 4 TOS 1 HMA 3 HBA 2 TOS 1 HBA 2 TOS 1 HMA 3 CFD 2 LAWN LAWNLAWN LAWNBIKE SHEDBZA APPROVED SETBACK10'TRASH CAN ENCLOSURENEW WALKMAIL AVERAGE LOT DEPTH 88.71'NEW WALKBIKE SHEDWEST SENECA STREET EXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDING EXISTING EXIT DOOR EXISTING SIDEWALK NEW SIDEWALK 7.05'PROPOSED 3-STORY APARTMENT 327 W. SENECA ST. NEW CURB CURB CUT TO BE REMOVED 6.55' ±8.84' ±CANOPY CANOPY CANOPIES BIKE RACK PUBLIC SIDEWALK EXISTING EGRESS WALKWAY EXISTING PARKING LOT REQUIRED SETBACK13.3'1' BZA APPROVED SETBACK3' BZA APPROVED SETBACK6' BZA APPROVED SETBACK 10.08' 10' REQUIRED SETBACK 5' REQUIRED SETBACK 36.83'10.59'10' REQUIRED SETBACK23'-10"8'-0"21'-6"5'-0"12'-4"27'-6"15'-0"28'-6"4'-0" 9'-1"5'-0"22'-9"11'-10"4'-1"6'-8" COVERED WOOD BIKE SHED (ACCESSORY STRUCTURE) ±8'-0" HIGH 4'-0"4'-0" 4'-0" L501 D3 4'-0" ASPHALT PATCH EXISTING BUILDING TO BE DEMOLISHED BY OWNER. SEE DWG S100. EXG. CMU PRIVACY WALL TO BE DEMOLISHED BY OWNER. Project # Date STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 1" = 10'-0"6/12/2019 3:31:12 PMC:\Users\Steven\Documents\2018015 - 327 W.Seneca Street - Site_stevenPUFGL.rvtL001 SITE PLAN AND PLANTING PLAN 2018015327 WEST SENECA ST.06/18/2019VISUM DEVELOPMENTCITY OF ITHACA, NYDESIGN DEVELOPMENT 1" = 10'-0"D1 PLANTING PLAN 1" = 10'-0"C1 SITE LAYOUT PLAN N PLANTING SCHEDULE KEY QTY. BOTANICAL NAME COMMON NAME INSTALLED SIZE MATURE SIZE COMMENTS SHRUB - PERENNIAL HMA 6 Hakonechloa macra 'Aureola' Golden Japanese Forest Grass #1 CONTAINER 1.5' TALL & WIDE SHADE TOLERANT HBA 12 Hosta x 'Blue Angel' Blue Angel Plantain Lily #1 CONTAINER 4' WIDE SHADE TOLERANT TREE - ORNAMENTAL CFD 2 Cornus florida Flowering Dogwood 2" CALIPER 25' TALL TREE -EVERGREEN TOS 5 Thuja occidentalis 'Skybound' Skybound Arborvitae 6 FEET TALL 15-20' TALL COLUMNAR GENERAL SHEET NOTES - PLANTING 1 Refer to Specifications, DIVISION 01, for additional information and requirements. 2 Consult landscape architect on shape of bed edge and placement of all plants prior to installation. 3 Only nursery-grown plant materials shall be acceptable. All trees, shrubs and ground covers shall comply with applicable requirements of ANSI z60.1, American standard for nursery stock. 4 All planting beds to be excavated to a minimum depth of two feet and replaced with amended topsoil consisting of 1 part screened topsoil, 1 part compost and 1 part sand. 5 Tree pits in lawn to be excavated to depth of root ball plus six inches and shall be three times the width of the root ball. 6 Deciduous trees shall have a caliper of at least 2 1/2 inches at breast height (DBH) at the time of planting. 7 All trees in lawn areas to receive five-foot diameter mulch rings. 8 Install 3 inches of natural shredded bark mulch in all planting beds. 9 No plants or trees shall be located beneath building overhangs. 10 Sun/shade lawn mix - deep till any compaction due to construction and install 4" of amended topsoil. 11 Warranty all plant materials for a period of 1-year beyond the date of substantial completion. GENERAL SHEET NOTES - SITE LAYOUT 1 Refer to Specifications, DIVISION 01, for additional information and requirements. 2 General contractor shall notify all utility owners having underground utilities on site prior to excavation. Contractor shall contact utility locating company and locate all utilities prior to any excavation. 3 See civil drawings for layout of underground utilities. 4 See electrical drawings for layout of underground electrical and lighting. 5 Install expansion joints every 30' in concrete and in areas where concrete abuts curbs and other fixed objects. 6 Verify dimensions and accept conditions before proceeding with work. Report discrepancies to landscape architect before proceeding. 7 Do not scale drawings. 8 Walks, drives, curbs, parking, and building locations to be laid out in the field by a licensed surveyor. 9 Dimensions to curbs are to exposed faces unless otherwise noted. N REVISIONS Δ DESCRIPTION DATE CONCRETE SLAB 6 X 6 X W1.4 X W1.4 MESH, FLAT SHEETS ONLY SET ON CHAIRS COMPACTED SUBBASE COMPACTED SUBGRADE NOTES 1. SEE PLANS FOR TOOL JOINTS (TJ), EXPANSION JOINTS (EJ), LAYOUT WIDTHS, RADII AND FINISHES 2. 2" MINIMUM CONCRETE COVERAGE ON MESH AND TIES 8"5"WIDTH AS SHOWN ON PLAN CROSS SLOPE AS SHOWN ON GRADING PLAN CONCRETE SLAB (2) 6 X 6 X W2.9 X W2.9, 2" MIN. CLR. TOP AND BOTTOM COMPACTED SUBBASE COMPACTED SUBGRADE NOTES 1. SEE PLANS FOR TOOL JOINTS (TJ), EXPANSION JOINTS (EJ), LAYOUT WIDTHS, RADII AND FINISHES 2. 2" MINIMUM CONCRETE COVERAGE ON MESH AND TIES 1'-0"8"WIDTH AS SHOWN ON PLAN CROSS SLOPE AS SHOWN ON GRADING PLAN NOTES 1. TOOL JOINTS EVERY 5'-0" MAX TYPICAL OR EQUALLY SPACED BETWEEN SITE FEATURES. 2. EXPANSION JOINTS ARE REQUIRED EVERY 50' AND AT FIXED FEATURES LIKE BUILDINGS, LIGHT POSTS, PADS, ETC. 3. OVERLAP MESH SHEETS 1'-0" MIN 1/2" EXPANSION JOINT (EJ) AND JOINT SEALANT 1/2" S.S. DOWEL x24" W/ PLASTIC SLEEVE AT 18" O.C. CONCRETE WALK COMPACTED SUBBASE COMPACTED SUBGRADE 1' DEEP TOOL JOINT (TJ) W/ 1/4" RADIUS MEDIUM BROOM FINISH WIDTH AS SHOWN ON PLANWIDTH AS SHOWN ON PLANNOTES 1. BROOM PERPENDICULAR TO LINE OF TRAFFIC TOOLED EDGE AROUND EACH SCORE JOINT AND EACH EXPANSION JOINT 2" SUBBASE COURSE MATERIAL, TYPE 4 SOIL STABILIZATION FABRIC SAW-CUT AND 2" DEEP MILL 12" WIDE BOTH SIDES PRIOR TO INSTALLING ASPHALT TOP COURSE TACK COAT EXISTING PAVEMENT PAVEMENT RECONSTRUCTION OR FULL DEPTH MILLING 1'-0" SEAM SEALER MUST BE APPLIED TO ALL JOINTS GRAVEL BACKFILL PER TRENCH DETAIL NOTES: 1. PRIOR TO DEMOLITION ADJACENT ASPHALT MUST BE SAW-CUT FULL DEPTH OF PAVEMENT 2. TACK COAT MUST BE APPLIED TO ALL HORIZONTAL AND VERTICAL SEEMS PRIOR TO PLACEMENT OF TOP-COURSE NYSDOT TYPE 7 TOP COURSE ITEM 403.198902 NYSDOT TYPE 3 BINDER ITEM 403.138902 2"3"1'-0"BIKE RACK PER MANUFACTURER INSTALLATION INSTRUCTIONS CORE INTO PAVERS AND CONCRETE, FILL WITH POR-ROK OR EPOXY GROUT, SET RACK LEVEL TO GRADE CONCRETE PAVEMENT PITCH 1:12 MAX PITCH 1:12 PLAN CONCRETE OR PAVERS WHERE SHOWN PLANTING WHERE SHOWN DROP CURB DETECTABLE WARNING PLATES ISOMETRIC VIEW PITCH 1:12 1 12 1 12 6' - 0" TYP6' TYP 6' TYP 8' TYP 6' TYP NOTES 1. SEE LAYOUT PLAN FOR LOCATION OF CURB PLANKS 2. GRADE CHANGES TO BE SMOOTH AND EVENLY PITCHED 3. INSTALL DETECTABLE WARNING PLATES AS PER MANUFACTURER'S WRITTEN INSTRUCTIONS 2" SINGLE GROUND HARDWOOD BARK MULCH PLANTING MIX -TOPSOIL (1 PART), COMPOST (1 PART), SAND (1 PART) 5'-0" SPADED EDGE -TYPICAL COMPACTED PLANTING MIX BENEATH ROOT BALL TO PREVENT SETTLING 3X ROOT BALLROOT BALL + 6"2"-3" SINGLE GROUND HARDWOOD BARK MULCH PLANTING MIX -TOPSOIL (1 PART), COMPOST (1 PART), SAND (1 PART) 4" TOPSOIL FOR LAWNS SPADED EDGE -TYPICAL 1'-6" MINCOMPACTED PLANTING MIX BENEATH ROOT BALL TO PREVENT SETTLING METAL LANDSCAPE EDGING, STAKED EXTERIOR WALL & FINISH PER WALL TYPE 4"31 23 00.B1 6"31 05 19.A1 LAYER OF GEOTEXTILE PER MANUF RECOMMENDATIONS PAVER AS SELECTED BY ARCHITECT 1" SAND SETTING COMPACTED SUBBASE PERFORATED DRAINAGE PIPE OUT TO DAYLIGHT 6" CONCRETE BASE ADJACENT PAVING GRANITE CURB 1/2" BATTERED FACE, 6" DOWN FROM SAWN TOP ADJACENT PAVING OR PLANTING 3000 PSI CONCRETE BACKING FULL LENGTH OF CURB, FORCE CONCRETE THROUGH BACK OF JOINTS, GROUT FRONT AND TOP OF JOINTS FLUSH W/ 1:2 MORTOR MIX 1:3:6 DRY MIX UNIFORM PILES AT EACH END AND ON 3 FOOT CENTERS BENEATH CURB FOR FULL LENGTH OF CURB NOTES RADIUS CURBING SHALL BE USED ON ALL RADII LESS THAN 100 FEET.6 1/8"1'-4 1/4"3"1'-3" MIN.4"1'-0"2'-8"4X4 LARCH WOOD POSTS 12" DRY PACKED CEMENT 1'-0" 1X6 LARCH WOOD 4'-0"#1 WASHED GRAVEL ELEVATION SECTION NOTE: SEAL POST W/ ROOFING CEMENT BELOW GRADE LEAVING END GRAIN UNSEALED5'-6"3 1/2"6'-6"3 1/2" 1X3 LARCH WOOD LATCH, SEE SPEC HINGE AT INT. FACE, SEE SPEC Project # Date STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD As indicated6/12/2019 3:31:20 PMC:\Users\Steven\Documents\2018015 - 327 W.Seneca Street - Site_stevenPUFGL.rvtL501 SITE DETAILS 2018015327 WEST SENECA ST.06/18/2019VISUM DEVELOPMENTCITY OF ITHACA, NYDESIGN DEVELOPMENT 1" = 1'-0"A2 TYPICAL LIGHT DUTY CONCRETE WALK 1" = 1'-0"B2 TYPICAL HEAVY DUTY CONCRETE WALK 1" = 1'-0"C3 TYPICAL CONCRETE JOINTS 1/2" = 1'-0"B3 TYPICAL CONCRETE BROOM FINISH 1" = 1'-0"B1 TYPICAL ASPHALT PATCH DETAIL 1/2" = 1'-0"C1 BIKE RACK 1/4" = 1'-0"A1 CURB RAMP - TYPE A 1/2" = 1'-0"D2 TYPICAL TREE PLANTING 1/2" = 1'-0"D1 TYPICAL PERENNIAL PLANTING 1 1/2" = 1'-0"C2 GRAVEL MULCH AT BUILDING PERIMETER 1" = 1'-0"B6 TYPICAL PAVER DETAIL 1" = 1'-0"B4 GRANITE CURB 1/2" = 1'-0"D3 TRASH ENCLOSURE WALL GENERAL SHEET NOTES - DETAILS 1 Refer to Specifications, DIVISION 01, for additional information and requirements. REVISIONS Δ DESCRIPTION DATE