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HomeMy WebLinkAboutStone Quarry Apartments - Landscape2 5 6 7 8 9 10 7/2/2014 1:31:48 PM WOOD FENCE TO BE REMOVED PIN SET EXISTING TREES TO REMAIN USE CARE WHEN REMOVING GRAVEL FROM WITHIN TREE CROWN GENERAL SHEET NOTES - DEMOLITION DEMOLITION NOTES: 1. CONSTRUCTION FENCING TO BE INSTALLED AS NECESSARY TO PROTECT PEDESTRIANS, CONTROL VEHICULAR TRAFFIC AND PROTECT ON-SITE CONSTRUCTION MATERIALS. 2. PROVIDE SEDIMENTATION CONTROLS AT ALL EXISTING CATCH BASINS AFFECTED BY NEW CONSTRUCTION, SEE CIVIL EROSION AND SEDIMENT CONTROL PLAN AND SPECS. 3. PLANTING BEDS TO BE EXCAVATED TO A MINIMUM DEPTH OF 24". 4. BASE MATERIAL IN AREAS TO RECEIVE ASPHALT OR CONCRETE TO BE REMOVED TO SUB -GRADE ELEVATIONS AS REQUIRED TO ACCOMMODATE NEW BASE COURSE. 5. PROTECT ALL SURFACE AND SUBSURFACE UTILITIES TO REMAIN DURING DEMOLITION WORK. 6. ALL REMOVED/DEMOLISHED MATERIAL INCLUDING FENCES SHALL BECOME CONTRACTOR'S PROPERTY AND REMOVED FROM SITE, UNLESS NOTED OTHERWISE. OWNER TO RESERVE RIGHT OF FIRST REFUSAL ON ALL DEMOLISHED MATERIAL. 7, ALL TREE STUMPS ARE TO BE REMOVED COMPLETELY, ALONG WITH ALL ROOTS 6" AND LARGER. 8. PROTECT EXISTING TREES TO REMAIN. DO NOT STORE EQUIPMENT OR MATERIALS WITHIN THE DRIPLINE OF TREES. 9. PROTECT BENCHMARKS. Architecture Planning Interior Design 217 North Aurora Street Ithaca NY 14850 p 607.273.7600 f 607.273.0475 CHAIN LINK FENCE TO BE REMOVED POLE TO BE REMOVED LEGEND BUILDINGS, STAIRS, WALLS AND STRUCTURES TO BE REMOVED GRAVEL PAVING TO BE REMOVED /BRIDGE WOLF ICHAELS WILCOX (R.0.) 668/79 ASPHALT PAVING TO BE REMOVED CONCRETE SIDEWALKS, PADS AND PAVERS TO BE REMOVED TREE PROTECTION FENCE, SEE B6/L603 UTILITIES TO BE REMOVED SAWCUT PAVEMENT AA N PE ARCHITECTS 1001 W. Seneca.St.,: Ste_ 101 Ithaca, 14Y 14850 607-277-1400 Fax 507-277-6002 E REVISION SCHEDULE DATE 07/24/2014 POLE TO BE REMOVED CHAIN LINK FENCE TO BE REMOVED WILLOW CLUMP PARCEL RESERVED FOR RIGHT OF WAY SEE 41,3/142 N 61'32'18" E 156.33' PIN SET skN1 TARP EASEMENT CHAINLINK ENCE CHAIN LINK FENCE & 1.2 SLY •F OR :'ER CUST D REMOVE WOO6 FENCE WOOD FENCE TO BE i REMOVED EXISTING FENCE TO REMAIN LINK WOOD FENCE N N 0 0 a SPHALT DRIVE 0) J a_ 0 1- 0 w 0 0 J 0 0 5 0 RAa 0 a> C 71) O 1n L C 0 Lu 0 Ago wirvirwAV 40 44 Ott 4********4 ittlitalbeiff014,MWM*A" FV4V704,34•70 040A 0 .6 e& ,400)4„,14.#04.4/44P10#0Ai&6.40AirailLS! T l (.. ( a•- SPL/NGS 1 i 1 METER EXISTING SANITARY TO BE ABANDONED. BULKHEAD BOTH ENDS WITH CONCRETE. PARADIS EXISTING TREE TO BE REMOVED 4389 EXISTING SANITARY MANHOLE AND PIPING TO BE REMOVED PROVIDE TREE ROOT PROTECTION ZONE AND HAUL ROAD, 12' WIDE X LENGTH OF EXISTING FENCE TO REMAIN. DETAIL PER 2/C101 EXISTING BRUSH AND TREES TO REMAIN UNDISTRUBED EXISTING SANITARY TO BE ABANDONED. FILL WITH FLOWABLE FILL COORDINATE WITH NYSEG TO REMOVE GAS SERVICE AND METER. NYSEG TO TERMINATE SERVICE, CONTRACTOR TO REMOVE. COORDINATE REMOVAL OF ELECTRIC SERVICE WITH NYSEG. NYSEG TO TERMINATE SERVICE, CONTRACTOR TO REMOVE. COORDINATE REMOVAL OF WATER SERVICE WITH CITY OF ITHACA. CITY TO TERMINATE SERVICE, CONTRACTOR TO REMOVE. STONE QUARRY APARTMENTS RTMENTS. LL STONE QUARRY AP C >- z 0 POSTS 61'29'35 %f / / // /4; DATE: PROJECT: OTHER: DRAWN BY: 8 JULY 2014 2012059 ZMB/MDC/JBP — REMOVE POST REMOVE RAILROAD TIE WALL REMOVE GUARD RAIL REMOVE POST OVERHEAD ELECTRIC TO BE REMOVED PRES '. ENTER OF PAVING REMOVE RAILROAD TIE WALL COORDINATE WITH NYSEG TO REMOVE GAS MAIN. NYSEG TO TERMINATE SERVICE, CONTRACTOR TO REMOVE. SAWCUT ASPHALT PAVEMENT LFOES c Cons a ruction 75 Thruway nark Drive DEMOLITION PLAN A ARES. CENTER OF IN e DEMOLITION PLAN Scale: 1/16" = 1'-0" L101 LL 7 8 9 10 7/2/2014 1:31:48 PM 1-1/4" ID SCHED. 40 PIPE RAIL, GALVANIZED AND POWDER COATED. COLOR TBD. H 0 LTARCH I TECTs MITER AND EASE TO Q" RADIUS PIPE HANDRAIL 12'-0" CLEAR 3'-0" CLEAR Architecture Planning Interior Design 217 North Aurora Street Ithaca NY 14850 p 607.273.7600 f 607.273.0475 5,'4X6 CEDAR CAP 6X6 PT FENCE POST 1-0" WRAP 2" SPACING SUREBOND SB -10 POWERSEAL URETHANE ADHESIVE BETWEEN TREADS SET TREADS TO PROVIDE 2% WASH EASE LEADING EDGE TO" RADIUS 1X4 CEDAR BOARDS, VERTICALS AND CROSS BRACING 1X6 HORIZONTAL CEDAR BOARDS TOP AND BOTTOM CORE AND GROUT POSTS INTO CONCRETE AND BLUESTONE. DOME GROUT FOR DRAINAGE. BLUESTONE TREADS SAWN AND THERMALLED ON ALL EXPOSED SURFACES (TOP AND SIDES). PROVIDE FULL 4' LENGTHS FOR EACH STAIR. CONCRETE SIDEWALK TOP AND BOTTOM 4' CONCRETE SIDEWALK SUBBASE CONCRETE FOOTING HAUNCH CONCRETE TO CORE HANDRAIL BRIDGE WOLF CHAELS SEPARATION FABRIC SUBBASE 1001 W. Seneca St, Ste. 101 Ithaca, NY 14850 607-277-1400 Fax 607-277-6092 GATES HANDRAILS AT BLUESTONE STAIRS BLUESTONE STAIRS REVISION SCHEDULE NOTES: 1. OUTSIDE EDGE OF GUARD SHOULD BE PLACED AT DRIPLINE OR AS INDICATED ON DEMOLITION PLAN. GUARDS MAY BE PLACED AROUND SINGLE TREES OR GROUPS OF TREES AS SHOWN ON PLAN. 8/15/2014 NOTES: 1. POSTS ARE 8" x 8" WRCLA WESTERN RED CEDAR, S4S, NO. 2 AND BETTER CLEAR. 2. COAT ENDS OF ALL POSTS WITH TAMKO PLASTIC ROOF CEMENT, LEAVE END GRAIN UNCOATED, 3. BEAMS ARE 3" x 12" WRCLA WESTERN RED CEDAR, S4S, NO. 2 AND BETTER CLEAR. 4. COAT W (2) COATS SUPERDECK 2600 SERIES CLEAR WOOD FINISH PER MANUFACTURER'S RECOMMENDATION 5. ALL HARDWARE SHALL BE STAINLESS STEEL REVISION CHANGE: THIS SHEET SUPERSEDES SHEET L604 IN ITS ENTIRETY STAINLESS STEEL POST CAP FOOTING SIDEWALK BELOW 2"0 GALVANIZED POSTS 7— GALVANIZED CHAIN LINK MESH FINISH GRADE LET IN 1" MITERED POST CAP BOLT BEAM TO POST WATER JET OR LASER CUT is" STAINLESS STEEL SIGN LETTERING No. 4 BRUSHED FINISH W/ 3/4" BARREL OFFSETS STAINLESS STEEL POST CAP BOLT BEAM TO POST VARIES PER SITE PLAN ---4' TREE PROTECTION FENCE CURB RAMP DRIVEWAY LAWN SEED OR HYDROSEED SEED PLANTING PLANTING FINISHED GRADE EXISTING LAWN TURF SOIL - 4" AFTER COMPACTION DECOMPACTION -2/3 EXISTING SOIL TILLED WITH COMPOST UNDISTURBED AND/OR COMPACTED SUBGRADE AWN AREA -SEEDING CONCRETE FOOTING DRAINAGE STONE DATE: PROJECT: OTHER: DRAWN BY: 8 JULY 2014 2012059 ZMB/MDC/JBP SITE DETAILS SIDE ELEVATION FRONT ELEVATION ENTRANCE SIGN AT SPENCER ROAD 7/2/2014 1:31:48 PM NOTES: 1, COAT W (2) COATS SUPERDECK 2600 SERIES CLEAR WOOD FINISH PER MANUFACTURERS RECOMMENDATION y . SECTION SECTION 4 NOTES: 1. COAT W (2) COATS SUPERDECK 2600 SERIES CLEAR WOOD FINISH PER MANUFACTURERS RECOMMENDATION 8'-0" 0.0 8'-0" 0.C. 5/4X6 CEDAR CAP 2X2 CEDAR CENTER NAILER 1X4 CEDAR FENCE BOARDS 1X6 CEDAR FENCE BOARDS 6X6 PT FENCE POST 2X2 CEDAR NAILER 2" SPACING GRAVEL INFILL COAT SURFACE OF POST WI TAMKO PLASTIC ROOF CEMENT (LEAVE END GRAIN UNCOVERED COMPACTED GRAVEL FOOTING 5/4X6 CEDAR CAP 2X2 NAILER 1X4 CEDAR FENCE BOARDS 1X6 CEDAR FENCE BOARDS 6X6 PT FENCE POST 2X2 NAILER 1" SPACING CONCRETE FOOTING COAT SURFACE OF POST W/ TAMKO PLASTIC ROOF CEMENT LEAVE ..ND GRAIN UNCOVERED .5' HIGH FENCE 4" =1'-0" 6' HIGH FENCE 1/4" = 1'-0" DRAINAGE STONE PATTERN IS TO REMAIN CONTINUOUS THROUGH STEP SECTION 5 6 NOTES: 1. COAT W (2) COATS SUPERDECK 2600 SERIES CLEAR WOOD FINISH PER MANUFACTURERS RECOMMENDATION 8'-0" 0.0. 5/4X6 CEDAR CAP 2i' SPACING 2X2 CEDAR CENTER NAILER 1X4 CEDAR FENCE BOARDS 1X6 CEDAR FENCE BOARDS 6X6 PT FENCE POST 2X2 CEDAR NAILER 1" SPACING CONCRETE FOOTING COAT SURFACE OF POST W/ TAMKO PLASTIC ROOF CEMENT D RAIN UNCOVERED HISSENIE FENCE ON SLOPE 112" = 1'-0" 4" MAX CLEAR FROM BOTTOM OF FENCE TO GRADE GRAVEL 3" MINIMUM DIMENSION ON HORIZONTAL PICKET USE 1"X8" HORIZONTAL PICKETS CUT AT ANGLE OF SLOPE FOR BOTTOM CONDITIONS PLANTING SIDEWALK VERTICAL PICKET TO B PATTERING AS HORIZON N SIMILAR PICKET 7 1-1/2" X 1-1/2" STEEL SQ. TUBE HANDRAIL AND BRACKET 3-1/2" 0 X 4' STEEL MOUNTING FLANGE W/(4) SCREWS GUARDRAIL WITH HANDRAIL 1-1/2" X 1-1/2" STEEL SQ. TUBE HANDRAIL BUILDING WALL EVATION HORIZONTAL PICKET PLANTING BED CONCRETE SIDEWALK WITH INTEGRAL CURB VERTICAL PICKET (APPLIED AT SETBACK AREAS OF FENCE) 6" CONCRETE CURB: FLUSH AT SIDEWALK, ±6 AT PLANTING BED NORTH HANDRAIL SECTION d.. v EVATION HORIZONTAL PICKET PLANTING BED CONCRETE SIDEWALK WITH INTEGRAL CURB VERTICAL PICKET (APPLIED AT SETBACK AREAS OF FENCE) 6" CONCRETE CURB: FLUSH AT SIDEWALK, ±6 AT PLANTING BED NORTH HANDRAIL SECTION NORTH STAIR HANDRAIL SECTION 5/4 X 4 CEDAR S4S, EASE TOP EDGES TO 4" RADIUS. SEAL WITH SPECIFIED SEALER. 3" X14" STEEL TOP PLATE 2" X 3/8" STEEL BAR WELD TO TOP PLATE AND POSTS 1-1/2" X 2-1/2" STEEL TUBE POST 1" CEDAR SLATS, FOLLOW PATTERN OF VERTICAL CEDAR SLAT FENCE 2" X 3/8" STEEL BAR WELD TO POSTS ATTACH CEDAR SLATS WITH (2) 1-1/4" S.S. MACHINE SCREWS PER HORIZONTAL MEMBER. (6 TOTAL PER SLAT). TAP STEEL BAR AND COUNTERSINK SCREWS FLUSH. 2" X 3/8" STEEL BAR WELD TO POSTS 3/4" = 1'-0" 4' 6" 8'-0" CORE AND GROUT POSTS INTO CONCRETE AND DOME GROUT FOR DRAINAGE. r RdDetails.dwg 2% CANOPY COLUMN HANDRAIL 1-1/4" ID SCHED. 40 PIPE RAIL, GALVANIZED AND POWDER COATED. BUILDING WALL BEYOND — BUILDING WALL MITER AND EASE TO e" RADIUS #4 EPDXY COATED NOSING BAR, TYP. 399.48 BUILDING THRESHOLD ADJACENT CONCRETE SIDEWALK WITH INTEGRAL 2% CURB #4 REBAR @ 12" 0,C. E/W CONCRETE STAIRS CONCRETE LANDING, CROWN TO SIDES FOR DRAINAGE #4 X 18' HD GALV SMOOTH DOWEL @ 18" 0.0. SUBBASE AASHTO #57 ST 4'6" ±8' - It ROJECTSIinhs CONCRETE STAIR AT WEST ENT NCE TO BUILDING C - PLAN /2" = 1 "-0" 2'-8" CONCRETE STAIR AT WEST ENTRANCE TO BUILDING C SECTION 2" = ED SUBGRADE CONCRETE FOOTING 8 9 10 NORTH DOOR WALL MOUNTED HANDRAIL 7' 0" 11'-0" 4'-0" 14'-6" 1'-0" NORTH STAIR HANDRAIL CANOPY POST, SEE ARCHITECTURAL / STRUCTURAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING AND SITE ELEVATIONS PRIOR TO LAYING FORM WORK FOR STAIR AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES, ti NORTH STAIR SECTION 1/2" =1'-0" 7'-0" 99.48 + CONCRETE STAIR FOOTING, SEE STRUCTURAL NOTE: 1. FIELD MEASURE STAIRS ONCE BUILT TO VERIFY DIMENSIONS FOR HANDRAILS. 2. SUBMIT SHOP DRAWINGS OF HANDRAILS FOR REVIEW. 2-1/2" X 2-1/2" STEEL TUBE POST DOOR BEYOND cL' DOOR BEYOND +6'-2 2" P. NORTH STAIR HANDRAIL /2" = 1'-0" ark Drive �resl Ilenrfetta, NY -14586 NORTH DOOR GUARD RAIL CONCRETE STAIR TREAD TYP. 18" LONG X 3/4" DIA. EPDXY COATED SMOOTH DOWELS WITH DOWEL SLEEVE, @ 18" 0.0. ADJACENT CONCRETE WALK 3" X 4' STEEL TOP PLATE 1-1/2" X 1-1/2" STEEL TUBE HANDRAIL 1-1/2" X 2-1/2" STEEL TUBE POST (3) 2" X 3/8" STEEL BAR HORIZONTALS, WELD TO POSTS SET POSTS IN 3" 0 CORES AND GROUT IN PLACE. DOME GROUT FOR DRAINAGE. 5/4 X 4 CEDAR S4S, EASE TOP EDGES TO 1" RADIUS. SEAL WITH SPECIFIED SEALER. ATTACH WITH 3/4" S.S. FLAT HEAD MACHINE SCREWS TAPPED AND COUNTERSUNK INTO TOP PLATE. SPACE @ 8" 0.0. 1 X 4& 1 X 6 CEDAR SLATS, FOLLOW PATTERN OF VERTICAL CEDAR SLAT FENCE, SEAL WITH SPECIFIED SEALER. ATTACH CEDAR SLATS WITH (2) 1 1/4" S.S. MACHINE SCREWS PER HORIZONTAL MEMBER. (6 TOTAL PER SLAT). TAP STEEL BAR AND COUNTERSINK SCREWS FLUSH. 10 Architecture Planning Interior Design 217 North Aurora Street Ithaca NY 14850 p 607.273.7600 f 607.273.0475 BRIDGE WOLF CHAELS 1 LAN E A CHITECTS 1001 W Seneca St., Ste. 101 Ithaca. NY 14850 607-277-1400 Fax 607-277-6092 REVISION SCHEDULE NA E DATE 8/15/2014 REVISION CHANGE: THIS SHEET SUPERSEDES SHEET L603 IN ITS ENTIRETY STONE QUARRY APARTMENTS RTMENTS, LL w z 0 E DATE: 8 JULY 2014 PROJECT: 2012059 OTHER: DRAWN BY: ZMB/MDC/JBP SITE DETAILS L603 GI d.IF NORTH STAIR HANDRAIL SECTION 5/4 X 4 CEDAR S4S, EASE TOP EDGES TO 4" RADIUS. SEAL WITH SPECIFIED SEALER. 3" X14" STEEL TOP PLATE 2" X 3/8" STEEL BAR WELD TO TOP PLATE AND POSTS 1-1/2" X 2-1/2" STEEL TUBE POST 1" CEDAR SLATS, FOLLOW PATTERN OF VERTICAL CEDAR SLAT FENCE 2" X 3/8" STEEL BAR WELD TO POSTS ATTACH CEDAR SLATS WITH (2) 1-1/4" S.S. MACHINE SCREWS PER HORIZONTAL MEMBER. (6 TOTAL PER SLAT). TAP STEEL BAR AND COUNTERSINK SCREWS FLUSH. 2" X 3/8" STEEL BAR WELD TO POSTS 3/4" = 1'-0" 4' 6" 8'-0" CORE AND GROUT POSTS INTO CONCRETE AND DOME GROUT FOR DRAINAGE. r RdDetails.dwg 2% CANOPY COLUMN HANDRAIL 1-1/4" ID SCHED. 40 PIPE RAIL, GALVANIZED AND POWDER COATED. BUILDING WALL BEYOND — BUILDING WALL MITER AND EASE TO e" RADIUS #4 EPDXY COATED NOSING BAR, TYP. 399.48 BUILDING THRESHOLD ADJACENT CONCRETE SIDEWALK WITH INTEGRAL 2% CURB #4 REBAR @ 12" 0,C. E/W CONCRETE STAIRS CONCRETE LANDING, CROWN TO SIDES FOR DRAINAGE #4 X 18' HD GALV SMOOTH DOWEL @ 18" 0.0. SUBBASE AASHTO #57 ST 4'6" ±8' - It ROJECTSIinhs CONCRETE STAIR AT WEST ENT NCE TO BUILDING C - PLAN /2" = 1 "-0" 2'-8" CONCRETE STAIR AT WEST ENTRANCE TO BUILDING C SECTION 2" = ED SUBGRADE CONCRETE FOOTING 8 9 10 NORTH DOOR WALL MOUNTED HANDRAIL 7' 0" 11'-0" 4'-0" 14'-6" 1'-0" NORTH STAIR HANDRAIL CANOPY POST, SEE ARCHITECTURAL / STRUCTURAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING AND SITE ELEVATIONS PRIOR TO LAYING FORM WORK FOR STAIR AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES, ti NORTH STAIR SECTION 1/2" =1'-0" 7'-0" 99.48 + CONCRETE STAIR FOOTING, SEE STRUCTURAL NOTE: 1. FIELD MEASURE STAIRS ONCE BUILT TO VERIFY DIMENSIONS FOR HANDRAILS. 2. SUBMIT SHOP DRAWINGS OF HANDRAILS FOR REVIEW. 2-1/2" X 2-1/2" STEEL TUBE POST DOOR BEYOND cL' DOOR BEYOND +6'-2 2" P. NORTH STAIR HANDRAIL /2" = 1'-0" ark Drive �resl Ilenrfetta, NY -14586 NORTH DOOR GUARD RAIL CONCRETE STAIR TREAD TYP. 18" LONG X 3/4" DIA. EPDXY COATED SMOOTH DOWELS WITH DOWEL SLEEVE, @ 18" 0.0. ADJACENT CONCRETE WALK 3" X 4' STEEL TOP PLATE 1-1/2" X 1-1/2" STEEL TUBE HANDRAIL 1-1/2" X 2-1/2" STEEL TUBE POST (3) 2" X 3/8" STEEL BAR HORIZONTALS, WELD TO POSTS SET POSTS IN 3" 0 CORES AND GROUT IN PLACE. DOME GROUT FOR DRAINAGE. 5/4 X 4 CEDAR S4S, EASE TOP EDGES TO 1" RADIUS. SEAL WITH SPECIFIED SEALER. ATTACH WITH 3/4" S.S. FLAT HEAD MACHINE SCREWS TAPPED AND COUNTERSUNK INTO TOP PLATE. SPACE @ 8" 0.0. 1 X 4& 1 X 6 CEDAR SLATS, FOLLOW PATTERN OF VERTICAL CEDAR SLAT FENCE, SEAL WITH SPECIFIED SEALER. ATTACH CEDAR SLATS WITH (2) 1 1/4" S.S. MACHINE SCREWS PER HORIZONTAL MEMBER. (6 TOTAL PER SLAT). TAP STEEL BAR AND COUNTERSINK SCREWS FLUSH. 10 Architecture Planning Interior Design 217 North Aurora Street Ithaca NY 14850 p 607.273.7600 f 607.273.0475 BRIDGE WOLF CHAELS 1 LAN E A CHITECTS 1001 W Seneca St., Ste. 101 Ithaca. NY 14850 607-277-1400 Fax 607-277-6092 REVISION SCHEDULE NA E DATE 8/15/2014 REVISION CHANGE: THIS SHEET SUPERSEDES SHEET L603 IN ITS ENTIRETY STONE QUARRY APARTMENTS RTMENTS, LL w z 0 E DATE: 8 JULY 2014 PROJECT: 2012059 OTHER: DRAWN BY: ZMB/MDC/JBP SITE DETAILS L603 G E D C 'B a 0 -o U 0 a cn 0 U E ,2 t:\PROJECTS\inhs stone quarr BLUESTONE QUARRY BLOCK BENCH /2" = 1'-0" BLUESTONE QUARRY BLOCK BENCH 3" 1B LEVELING STONE ADJACENT SIDEWALK COMPACTED SUBGRADE 4 LIGHT FIXTURE MOUNTING - N.T.S. STONE WALL TAP SCREW WALL FIXTURE 5 WALL LIGHT FIXTURE MANUFACTURER: GHIDINI VERSO WWW.BETACALCO.COM MODEL: TYPE A COLOR: ANTHRACITE GRAY SAWN BLUESTONE RETAINING WALL 3'-6" AND 8' FENCE, SEE L603 B1, F1 AND F5 THICKEN SLAB ALONG WALL STRUCTURAL SOIL GRAVEL INFILL COMPACTED GRAVEL FOOTING LIMESTONE QUARRY BLOCKS, 24" DEEP x 48" LONG x 16" TO 20" HIGH +/- OR SEGMENTAL/REDI-ROCK WALL OR APPROVED EQUIVALENT, BACKFILL AND COMPACT W/ #2 CRUSHED GRAVEL UNDERDRAIN, REFER TO CIVIL PLANS. 6" OF 1B LEVELING/BASE COURSE UNDISTURBED SUBSOIL QUARRY BLOCK OR UNIT BLOCK RETAINING WALL WITH FENCE 1/2" = B 2 PICNIC TABLE 3'-6" 0 NOTE: 1, LANDSCAPE STRUCTURES PICNIC TABLE 154345 , SQUARE SURFACE MOUNT WITH 4" L S.S. EXPANSION ANCHORS TO CONCRETE PAD 1/2" = 1'-0" NOTES: 1. STEEL EDGING TO BE COLMET 1011-6 10' X' -g" X 6" COMMERCIAL EDGING WITH 16" STAKES OR APPROVED ALTERNATE. ADJACENT LAWN -t 1 Iii STEEL EDGING ADJACENT PLANTING BED STEEL EDGING 16" STAKE 2 /2" = 1'-0" 0 ©o STORMWATER PLANTER SAWN BLUESTONE WALL NOTES: 1. PROVIDE BATTERED FACE. 2. PITCH HORIZONTAL COURSES TO THE REAR. 3. DRAINAGE FILL SHALL BE PLACED AS EARTH BACKFILL IS PLACED AND COMPACTED IN ALTERNATE LIFTS. BACKFILL SHALL BE PLACED IN LIFTS NOT TO EXCEED 6" AND COMPACTED WITH EQUIPMENT NO HEAVIER THAN A WALK BEHIND VIBRATORY ROLLER, 4'-0" 18'-0" ALIGN PAVEMENT SCORE JOINTS WITH ADJACENT WALL FACES, TYP 10 CONCRETE SIDEWALK LIGHT FIXTURE, REFER TO ELEC. PLANS FOR LOCATIONS, TYP. BACKFILL AND COMPACT W/ DRAINAGE STONE GRAVEL CONCRETE WALK 6" OF 1B LEVELING/BASE COURSE UNDISTURBED SUBSOIL THICKEN SLAB ALONG WALL LIMESTONE QUARRY BLOCKS, 24" DEEP x 48 LONG x 16" TO 18" HIGH +/- OR SEGMENTAL/RED'-ROCK WALL OR APPROVED EQUIVALENT. GRAVEL MULCH BACKFILL AND COMPACT W/ DRAINAGE STONE GRAVEL FILTER FABRIC WRAP UNDERDRAIN, REFER TO CIVIL PLANS. ii,////07/././/11,7./011/1/4"/A 1'-0" 1-0" 6" OF #2 WASHED GRAVEL LEVELING /BASE COURSE UNDISTURBED SUBSOIL TERRACED QUARRY BLOCK OR UNIT BLOCK RETAINING WALL 1/2" = SAWN BLUESTONE RETAINING WALL 1'-3 HANDRAILS AT BLUESTONE STAIRS BLUESTONE STAIRS OUT FLOW PIPE, REFER TO IVIL DWGS STEEL EDGING PLANTER BED BLUESTONE QUARRY BLOCK BENCH IN FLOW PIPE, REFER TO CIVIL DWGS 2" MOUNTING PLATE PLAN SURFACE MOUNT WITH 4" L S.S. EXPANSION ANCHORS BIKE RACK BICYCLE RACK SURFACE MOUNT WITH 4" L S.S. EXPANSION ANCHORS = 1'-0" B 3X WIDTH OF ROOT BALL (7' MIN.) TREE PLANTING PRUNE AND REMOVE DEAD AND BROKEN BRANCHES PLANT SHALL BE SET AT OR SLIGHTLY ABOVE THE STABLISHED FINISH GRADE KEEP MULCH AWAY FROM TRUNK AND TRUNK FLARE 4" SPECIFIED SHREDDED BARK MULCH UNTIE AND ROLL BACK BURLAP FROM 1/3 MIN. OF ROOT BALL. SYNTHETIC WRAP IS UNACCEPTABLE. CUT AND REMOVE EVERYTHING EXCEPT BURLAP. SPADE EDGE OF MULCH PERIMETER SPECIFIED PLANTING MIX SCARIFY SIDES AND BOTTOM OF TREE PIT TO PREVENT GLAZING OF SUBGRADE. SET TREE DIRECTLY ON FIRMLY PACKED SUBGRADE TO PREVENT SETTLING. 1/4" = NOTES: 1, PLANT AT SAME DEPTH AS PREVIOUSLY PLANTED IN NURSERY OR CONTAINER 2. PROVIDE COMPACTED BASE UNDER ROOT BALL ONLY TO PREVENT SETTLING 3. ENTIRE BED EXCAVATED AND BACKFILLED WITH PLANTING MIX SHRUB PLANTING UNTIE AND ROLL BACK BURLAP FROM MIN. 1/3 OF ROOT BALL. SYNTHETIC WRAP IS UNACCEPTABLE. CUT WIRE BASKETS AND REMOVE. SHREDDED BARK MULCH, EXTENT OF BEDLINE, INCLUDE IN PLANTING ITEMS: • 4" (100mm) FOR SHRUBS • 3" (75mm) FOR PERENNIALS AND BULBS SPADED BED EDGE SPECIFIED PLANTING MIX COMPACTED BASE /4" = 1'-0" 4 5 -11' 8" END VIEW 2'-0" MIN DRAINAGE OPENING 2-#3 SECTION 2'-0" MIN '-0" DRAINAGE OPENING 7'-0" MIN 8'-0" MAX HOLE FOR a' 0 ROD. GROUT HOLE FULL. 5'-6" / C P. DRAINS 10'-9" REINF. ROD SHALL BE PLACED PRIOR TO SURFACING, OR IN A HOLE DRILLED IN THE FINISHED SURFACE WITH A TIGHT FIT OBTAINED BY AN APPROVED METHOD, OR DRIVEN INTO THE SURFACING ELEVATION PARKING STALL CURB WHEEL STOP 0 PLAN WHEEL STOP 1/2" = TREE PLANTING IN STRUCTURAL SOIL 1/4" CONCRETE SIDEWALK SPECIFIED SHREDDED BARK MULCH UNTIE AND ROLL BACK BURLAP FROM MIN. 1/3 OF ROOT BALL. SYNTHETIC WRAP IS UNACCEPTABLE. CUT WIRE BASKETS AND REMOVE. SPECIFIED PLANTING MIX: 3 PARTS IMPORTED TOPSOIL 1 PART IMPORTED COMPOST STRUCTURAL SOIL NOTES: 1. SEE SOIL PLACEMENT PLAN FOR EXTENTS. 2. LAWN RESTORATION WORK TO COMPLY WITH REQUIREMENTS PER "NYS DEC - STORMWATER MANAGEMENT DESIGN MANUAL - AUGUST 2010" AS WELL AS "NYS DEC DEEP RIPPING AND COMPACTION - APRIL 2008" 1 I - LAWN ESTABLISHMENT WITH SOIL DECOMPACTION 1' NATURAL COLOR HYDRO -MULCH PLACE EROSION CONTROL BLANKET ON SLOPES GREATER THAN 1V:3H ROLL LAWN SEED 6" TURF SOIL. ROLL TO COMPACT TO 85% PROCTOR DENSITY. 3" COMPOST TILL (DEEP RIP) INTO SUBSOIL 1'-0" MIN. CLEAN FILL OR DEEP RIPPED SUBSOIL UNDISTURBED SUBGRADE 6 7 1'-3" STORMWATER PLANTER DETAILED PLAN 1/4" = STORMWATER PLANTER SECTION A -A CONCRETE SIDEWALK SAWN BLUESTONE RETAINING WALL, SEE GRADING PLAN FOR TOP OF WALL ELEVATIONS, WALL COURSING TO BE COORDINATED WITH ADJACENT STAIR RISERS BLUESTONE QUARRY BLOCK BENCH, SEE GRADING PLAN FOR TOP OF BENCH ELEVATION CONCRETE SIDEWALK BLUESTONE STAIRS WITH HANDRAILS, SEE GRADING PLAN FOR STAIR RISER ELEVATIONS APPROX LINE OF GRADE IN STORMWATER BASIN BEYOND 1/4" = :dd•Rd'�d i-ddddd-dddds III III l=11 —11 —1 1 1—i I I—I I I-111— 11— I—I STORMWATER PLANTER SECTION B -B 1/4" = 1-0" 1'-3" 10'-9" WALL BEYOND 6'-0" WALL BEYOND SAWN BLUESTONE RETAINING WALL, SEE GRADING PLAN FOR TOP OF WALL ELEVATIONS, MAINTAIN 3" TYP REVEAL ON BACK OF WALL IN STORMWATER BASIN AREA OUTFLOW PIPE, REFER TO CIVIL DWGS 4 . 6" COBBLESTONE AT BASIN FLOOR INFLOW PIPE, REFER TO CIVIL DWGS CONCRETE SIDEWALK 18" BIORETENTION SOIL MIX, HOLD 2:1 SLOPE ON SIDES, FLAT ON BASIN FLOOR 8" FILTER SAND CONCRETE SIDEWALK BLUESTONE QUARRY BLOCK BENCH, SEE GRADING PLAN FOR TOP OF BENCH ELEVATION OUTFLOW PIPE, REFER TO CIVIL DWGS It 6" LF_CESSE Consfru t ; 75 Thruway Park Drive West Henrietta, NY '1453 '' STEEL EDGING BLUESTONE QUARRY BLOCK WALL, SEE GRADING PLAN FOR TOP OF WALL ELEVATIONS, WALL COURSING TO BE COORDINATED WITH ADJACENT STAIR RISERS APPROX LINE OF GRADE AT SIDEWALK BEYOND 18" BIORETENTION SOIL MIX, HOLD 2:1 SLOPE, FLAT ON BASIN FLOOR 8" FILTER SAND tttteehtttettataeoneWehthlt0ttthhhedWFWetttae1h 8 99-,C3i7 AN VJ:.N awl u.o40f ; 'uoc, 9 H0LTARCHITECTS Architecture Planning Interior Design 217 North Aurora Street Ithaca NY 14850 p 607.273.7600 f 607.273.0475 RIDGE WOLF CHAELS LAND PE ARCHITECTS 1001 W. Seneca St., Ste. 101 Ithaca, 07 14850 607-277-1400 Fax 507-277-6092 REVISION SCHEDULE NAME DATE 8/15/2014 REVISION CHANGE: THIS SHEET SUPERSEDES SHEET L602 IN ITS ENTIRETY STONE QUARRY APARTMENTS RTMENTS, LL Lu z 0 co E D C >- z Q B 0 DATE: 8JULY 2014 PROJECT: 2012059 OTHER: DRAWN BY: ZMB/MDC/JBP SITE DETAILS A L602 � �� � ~� � �� �� « � �� �� � 1 0 CONCRETE WALK 6X6 X W1.9XW1,9 WW MESH, FULL SHEETS NOTES: 1. SEE PLANS FOR LOCATION AND TYPE OF JOINTS. 2. OVERLAP MESH SHEETS I -C" MIN. 1^DEEP TOOL JOINT (T]) W/i" RADIUS NOTES: 1. SEE FLANS FOR LOCATION AND TYPE OF SCORE JOINTS, 2. BROOM PERPENDICULAR TO LINE OF TRAFFIC, MEDIUM BROOM FINISH, BROOM PERPENDICULAR TO LINE OF TRAFFIC. TOOLED CONTROL JOINTS NOTES: 1. 2" MINIMU CONCRETE COVERAGE ON MESH AND TIES EXPANSION JOINT (EJ) AND JOINT FILLER WIDTH AS SHOWN ON PLAN CROSS SLOPE AS SHOWN ON GRADING PLAN STRUCTURAL SOIL 1C2"x24"EPDXY COATED DOWEL NVPLASTIC SLEEVE AT18"[\C. u — CONCRETE WALK 6 X 6 X 0.25WELDED WIRE MESH, FLAT SHEETS SET ON CHAIRS _L t Date 8/15/2014 CONCRETE PAVEMENT ON STRUCTURAL SOIL COMPACTED SUBGRADE TRAFFIC WHITE PAINT u� ADA PAVEMENT MARKING TJ 1� / ` U 18 (TYP) � libillb 4114, wilPw ' 8'-0 ' ' Ili -.__ ~ U � �� ....`' L%So~ � | � | \ ( IH | || | | | | CONCRETE PAVEMENT EJ NYSDOT TYPE 2 SUBBASE |U ] ] 6X6 X W1.9XW1.9 WW MESH, FULL SHEETS eb���� ____ ���� 11. 411 imp 7c/�(--)onv--Ltpn,t NYSDOT TYPE 2 SUBBASE COMPACTED SUBGRADE COMPACTED SUBGRADE --L..I.- 8 « // </.° 18 (TYP) — 6'-R ' 8'-0 ' ' 8"-6 -.__ ~ U � �� ....`' L%So~ � 2' (TYP) ADA SIGN PER DETAIL, SEE L201 FOE; LAYOUT URB FACE RAFFIC WHITE 4" WIDE PAINT LINE, TYP. TERNATIONAL TRAFFIC SYMBOL NOTES: CONCRETE COVERAGE AROUND PIN AND MESH BUILDING FACE #4 EPDXY-COATED SMOOTH DOWEL AT16"C[C.GREASE AND CAST INTO FOUNDATION WALL. CONCRETE PAVEMENT AT BUILDING THRESHOLDS NOTES: 1, DO NOT EXPOSE BED BOTTOMS TO EXCESSIVE CONSTRUCTION EQUIPMENT PRIOR TO GEOTEXTILE AND AGGREGATE PLACEMENT. 2, CONTRACTOR SHALL FOLLOW CONTROL REQUIRMENTS AS DESCRIBED IN WRITTEN TECHNICAL SPECIFICATIONS AND AS DIRECTED BY LANDSCAPE ARCHITECT. 3. FOR CUT CONDITIONS WHERE NATIVE SOILS ARE ENCOUNTERED, DO NOT COMPACT SUBGRADES. FOR CONDITIONS WHERE FILL IS NECESSARY, FILL WITH SPECIFIED MATERIAL AND PERFORM LIMITED COMPACTION AS PER SPECIFICATIONS, 111111101111111111 POROUS ASPHALT PAVEMENT WIDTH AS SHOWN ON PLAN —/ CONCRETE BROOM FINISH ADJACENT PAVING OR PLANTING ADJACENT PAVING OR PLANTING �DUTYCONCRETEPAVEMENT ADJACENT PAVING CONTROL JOINT ADJACENT 4' WALK 11P dP AP' 411P imp et imp al or imp 4. 410, VIP )(4. ASPHALT PAVING ||| NYSDOT TYPE 7 TOP COURSE NYSDOT TYPE 3 BINDER COURSE NYSDOT TYPE 2 SUBBASE SEPARATION FABRIC TO WRAP UNDER ASPHALT COMPACTED SUBGRADE 1"=1'-7 NOTES: 1. RADIUS CURBING SHALL BE USED ON ALL RADII LESS THAN 100 FEET. R" 4000 PSI CONCRETE CURB 4000 PSI CONCRETE VARIES PER GRADING PLAN, 6" TYPICAL ADJACENT PAVING — ADJACENT PAVEMENT OR LAWN GRANITE CURB 1/2"BATTERED FACE, 6" DOWN FROM SAWN TOP. HOLTARCHITECTS ����'����n�� ��. ~,x nn�^���u�o" ~~ Planning Interior Des^ gn 217 North Aurora Street Ithaca NY14B58 p 607.273.7600 f 607.273.0475 WOLF LAND PE ARCHITECTS ���°��� ����� REVISION SCHEDULE CONCRETE CURB COMPACTED SUBBASE COMPACTED SUBGRADE 1^=1'-0" NOTES: 1. 2" MINIMUM CONCRETE COVERAGE ON MESH AND TIES /' VV|DTHASSHOWN ONPLAN ------�� CROSS SLOPE AS SHOWN GRADING PLAN -- ^ ^` a CHOKER BASE COURSE HEAVY DUTY PERFORATED HDPE UNDERDRAIN PIPE W/ GEOTEXTILE FILTER SOCK, REFER TO DRAWING C103 FOR LOCATION AND INVERT ELEVATIONS v CONCRETEPAVEMENT #4 REBAR @l8"O,CBW #4EPDXY COATED REBAR@&4"0.C. SUBBASE //' I I I INTEGRAL CONCRETE CURB /// COMPACTED SUBBASE COMPACTED SUBGRADE 1^=1�� NOTES: 1. SEE LAYOUT PLAN FOR LOCATION AND DIMENSION OF CURB RAMPS 2. GRADE CHANGES TO BE SMOOTH AND EVENLY PITCHED. EXPANSION JOINT BUILDING FOUNDATION PIN AT BUILDING ENTRANCE POROUS ASPHALT RESERVOIR COURSE FILTER FABRIC UNDISTURBED SUBGRADE - DO NOT COMPACT / �---1' 0" 7 HEAVY DUTY CONCRETE PAVEMENT COMPACTED SUBGRADE 3" CLEAR ISOMETRIC VIEW N.T.S. DETECTABLE WARNINGS SEE SPECS ^, /PITCH ^ 8 « // </.° ' x~ . ,�~ *�/ 8 /� � ~/� ^/��� ^ 4- ^ 1:12 r---- 00000 t0000* 100000 o000. 00000 • • • • 00000 0000. 00000 ,o oo 0 0 0 0 0 0 0 0 0 PITCH 1:12 0 0 0 0 • ••••• P 0 0 0 0 • J0 0000 n0n0 0 0 `4 0 0 0 0 0 0000d c) . ^ " \ � ^( �~ � 8 ^ 4 `^ � ~ \ u °� �. `` ^ " *\ " . � N PITCH 1:121`` 4,� - ~ //4 " ^' `� . ^ �u PLAN STANDARD CURB RAMP GRANITE CURB IN CITY RIGHT-OF-WAY 3000 PSI CONCRETE BACKING FULL LENGTH OF CURB. FORCE CONCRETE THROUGH BACK OF JOINTS. GROUT FRONT AND TOP OF JOINTS FLUSH WITH MORTAR MIX. j:3:6 DRY MIX UNIFORM PILES AT EACH END AND ON 3 -FOOT CENTERS BENEATH CURB FOR FULL LENGTH OF CURB. NOTES: 1. SEE LAYOUT PLAN FOR LOCATION AND DIMENSION OF CURB RAMPS 2. GRADE CHANGES TO BE SMOOTH AND EVENLY PITCHED. ISOMETRIC VIEW N.T.S. / DETECTABLE WARNINGS - SEE SPECS . ^~4 u^^ 4 v Z ^* u- u � ' .� .- 2 PITCH 1:12 a ^ v � — r- 0 9 0 0 0 0 0 0 0 • 0 0 0 0 0 0 0 0 0 • 0 0 0 0 0 • • • • • 0 0 0 0 0 j0000S '4.40 0 0 0 0 p0000• 00000 0000 0' 111••••• -0000. 0 0 0 0 0 L0O0 0 0 0 00001 00000 " * ^ ' 8 4 4,~a� � . 4 ., 4 PITCH 1:12,1 p ' p u ° 4 `� . ^ �u PLAN PARALLEL CURB RAMP DATE 8/15/2014 REVISION CHANGE: '-`'~~'`~'`~�' THIS SHEET SUPERSEDES SHEET L601 IN ITS ENTIRETY NOTES: i ORGANIC LOOSE -FILL SURFACE MATERIAL MUST BE AN ENGINEERING WOOD FILL THAT MEETS OR EXCEEDSTHECR|T|CALFALLHE|GHTPERAOTMF1202 AND MEETS THE CHARACTERISTICS OF ASTM F2075. WOOD CHIPS OR MULCH ARE NOT ACCEPTABLE. 2 PROVIDE REINFORCING MATS MID DEPTH AND AS SHOWN ON PLANS. TYPICAL 5" 0 POST WIDTH AS SHOWN ON P NOTES: 1. CONTRACTOR SHALL PROVIDE ADA PARKING SIGNS, AS PER CODE REQUIREMENTS. 2. POSTS AND MOUNTING HARDWARE SHALL BE GALVANIZED TAMPER RESISTANT BOLTS, LENGTH AS NECESSARY. TYPE 1 TYPE 2 RESERVED PARKING CONCRETE CURB ENGINEERED W000 FIBER PLAY SURFACE FILTER FABRIC GRAVELN0LCh FINISHED GRADE ADJACENT VEGETATION // // / � ' 'my_.'�'��' '`''��'�_TAT AV"' TYPE 3 TYPE 4 LOADING/ SHORT TERM PARKING ZONE ONLY /41 STAFF PARKING ONLY STONE QUARRY APARTMENTS RTMENTS, LL STONE QUA u� PROJECT: 2012059 s\ACAD\Spencer Rd SUBGRADE STEEL EDGING DRAINAGE STONE GALVANIZED 2LB/FT U -CHANNEL POST WITH BREAKAWAY BASE TYPE 5 OTHER: SEPARATION FABRIC HEAVY DUTY PERFORATED HDPE UNDERDRAIN PIPE W/ GEOTEXTILE FILTER SOCK, REFER TO DRAWING C103 FOR LOCATION AND INVERT ELEVATIONS TUFFTURF TILE SET 6-8< BELOW TOP OF WOODCARPET DURADRAIN TILE BY ZEAGER BROS. CONCRETE MIN. 3000 PSI 2 CF/HOLE ADJACENT SURFACE 12" WOODCARPET ENGINEERED WOODFIBER — FILTER FABRIC — 3^#1DRAINAGE STONE — SEPARATION FABRIC SEPARATION FABRIC DRAINAGE STONE seortoro7/ AY� 8" 0 CONCRETE FOOTING 6661666,4466,644. t:\PROJECTS\inhs sto ENGINEERED WOOD FIBER PLAY SURFACING NOT TO SCALE PLAY AREA WEAR PAD NOT TO SCALE PLAY STRUCTURE FOUNDATION NOT TO SCALE GRAVEL MULCH SIGNS 1/4"=1�y LECESSE Construction 75 Thruway pare, Drive West Henrietta, NY14685) 1 0 DRAWN BY: SITE DETAILS L601 7/2/2014 1:31:48 PM PROJECTSIINHS Stone Qu 2 4 5 6 7 8 9 10 BED EDGE GENERAL SHEET NOTES - PLANTING BOTANICAL NAME DECIDUOUS TREES Carpinus betulus 'Frans Fontaine' Acer rubrum 'Autumn Flame' Acer miyabei Quercus bicolor Quercus rubra Quercus robur x bicolor 'Long' COMMON NAME SIZE ROOT NOTES Pyramidal European Hornbeam Autumn Flame Red Maple Miyabe Maple Swamp White Oak Red Oak Regal Prince English Oak 2 1/2" B&B 2" B&B 2 1/2" B&B 2" B&B 2 1/2" B&B 2" B&B Columnar, No Sub ORNAMENTAL TREES Amelanchier x grand/flora 'Autumn Brilliance' Cercis canadensis 'Alba' Crataegus viridis 'Winter King' BED EDGE EXISTING TREE TO REMAIN Request: Date Required: 4/3/2015 Per L-401 we are to provide 6- Malus Adirondak multi -stemmed ornamental trees. These are not available at this time. Please provide a substitute, below are suggested subs from Lakeview: M.zumi Calocarpa 7' M.pink Spire 12' M.velvet Pillar 10' Cornus Kuosa 8-10' Magnolia Jane 8-10' Prunus Canada red select shrub 10' EXISTING COTTONWOOD TREE TO REMAIN 0.F. . BED EDGE 1. ALL PLANTING BEDS TO BE PREPARED AS SPECIFIED: SHRUB BEDS TO BE PREPARED IN THEIR ENTIRETY WITH 24" OF PLANTING SOIL MIX, TREE PITS TO BE DUG TO DEPTH OF ROOT BALL BY 3X THE DIAMETER. 2. AFTER BEDS ARE PREPARED, THE LANDSCAPE CONTRACTOR IS TO LOCATE TREES, SHRUBS AND PERENNIALS AS SHOWN ON PLANS. TREE, SHRUB AND PERENNIAL LOCATIONS ARE TO BE APPROVED BY LANDSCAPE ARCHITECT BEFORE THEY ARE PLANTED. 3. NO PLANTS ARE TO BE PLANTED UNDER ROOF OVERHANGS OR CANOPIES, 4. ALL DISTURBED AREAS THAT ARE NOT SHOWN AS PAVED OR PLANTED BED ARE TO BE SEEDED AS LAWN, PREPAP.E AND SEED LAWN AS PER SPECIFICATIONS, UNLESS OTHERWISE INDICATED. 5. ALL TREES AND PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OF ANSI 260.1 "AMERICAN STANDARD FOR NURSERY STOCK', 6. MAINTAIN AND WARRANTY ALL LIVING PLANT MATERIAL AS PER SPECIFICATIONS. 7, APPLY JUTE MESH EROSION CONTROL BLANKET TO ALL SLOPES 3:1 OR GREATER. Shadblow Serviceberry Eastern Redbud Winter King Hawthorn 5' - 6' B&B MULTI 2" B&B 2 1/2" B&B 4 CM Comus mas Cornellian Cherry 5' - 6' B&B MA Malus 'Adirondack' Adirondack Crabapple 8 - B&BMULTI Requested by: Ashley Tarasco LECESSE Construction Services Architecture Planning Interior Design 217 North Aurora Street Ithaca NY 14850 p 607.273.7600 f 607.273.0475 MULTI Response: LAW LEGEND Please provide Magnolia 'Jane' 8-10' in lieu of the Malus. BED EDGE, EVERGREEN TREES Picea abies Picea glauca Picea omorika BED,EDGE, TYP Norway Spruce White Spruce Serbian Spruce 6 - 7' B&B 6 - 7' B&B 6 - 7' B&B BED EDGE ,LAWN 44 CA 19 CXC 30 HA 5 HM 62 SJ 60 IVB 28 RT 2 WF SHRUBS AND VINES Cornus alba 'Red Gnome' Caryopteris x clanodensis Hydrangea anomala spp. petiolaris Hydrangea arborescens 'Dardom' ltea virginica 'Henry's Garnet' Rhus aromatica 'Gro -Low' Spiraea japonica 'Magic Carpet' Iris versicolor 'Blue Flag' Rosa The Knock -Out' Weigela florida 'Wine & Roses' 44, LAWN Tatarian Dogwood Bluebeard Climbing Hydrangea White Dome Hydrangea Virginia Sweetspire Fragrant Sumac Magic Carpet Japanese Spiraea Blue Flag Iris Knock -Out Rose Weigela #5 CONT #5 CONT #5 CONT #5 CONT #5 CONT #3 CONT #3 CONT #3 CONT #3 CONT #3 CONT NEW TREE ORNAMENTAL TREE EVERGREEN TREE LAWN TROWBRIDGE WOLF MICHAELS Lace Cap BED EDGE BED EDGE 1001 W Seneca 01, Ste 101 Itac, NY 14850 Fax 60i-277-6092 607-277-1400 REVISION SCHEDULE BED EDGE /1\ BED EDGE LAWN ESTABLISHMENT WITH SOIL DECOMPACTION WI LOW CLUMP BUILDING.A 2 STORY TOWNHOUSES DELETE SIDEWALK AND (4) CONNECTOR WALKS; ENTRANCE PADS TO REMAIN ADD (45) PARTHENOCISSUS TRICUSPIDATA (#2 CONT. VINES) @ 2'0C. LAWN BED EDGE BED EDGE U.D. U.D. LAWN 11G1111.MeI 01•111M00/0iiii1Z 41116111.1111111111.:11 /11;:•1•1111111V lir wr vor .:• 4 4, "4, ti, zi --1-aRg4 4 -4A, -Wit SE 17 •;•:.; ;.;r2-4‘.7.4 = - _ _ - _ 4110111010 min r BED EDGE BED EDGE PLAN Scale: 1/16" = 1'-0" GRAVEL MULCH STEEL EDGING BUILDING B 2 STORY TOWNHOUSES STEEL EDGING A2 L602 BUILDING C 3 STORY MULTI -FAMILY BUILDING BUILDING C 3 STORY MULTI -FAMILY BUILDING 10.00) SETB4K lisor ,dr,,,,grArtorWA950219; owl: C4 411.44 Vlb..4.011) Leto gwel r Alk ...rtfotrysv .60:6 gp:41 pr.e. BED EDGE PROVIDE SHADE SEED MIX BETVVEEN BUILDING C AND PROPERTY LINE 2' ADD (33) PARTHENOCISSUS TRICUSPIDATA (#2 CONT. VINES) @ 2' O.C. LAWN „, LOCATION OF TREES TO BE COORDINATED ON SITE BUILDING A STEEL EDGING 2 STORY TOWNHOUSES GRAVEL MULCH PLAN Scale: 1/16' = 1-0" - - - rear ."1". ZfgraW.Ir ,Z5 71452:4M "1:Z1 " ffcci "zoo • (exo,rroz.42, A l'r'"'"'"11.14:44:4`.4:dardWIlr r --.1204:agsfie 0111,1111101 ler 1111111e1111=111111.111111M1111111111111111111"14 WARIMILMI IL/ 4rpri .1.0_,NnonirourT • VW.1111,411114110,011MIWAIIIVAIN -LAWN NNW. 11111111111111111111111 VANIIMML .40011110,41:17.. ir.41;jiiMZ-il erffirir 17ifie Le4 V 4 re, ; rf: "re. I I r TREE PLANTING IN STRUCTURAL SOIL SPENC PLANTING PLAN Scale: 1/16" = 6 7 8 SHIFT SIDEWALK AS SHOWN TO PROVIDE PLANTING SPACE FOR VINES LECFSSE Constwct rflion ,.'., ".,- , 75 ruway 'Park Drive .7'. West. Henrietta NY'14536 5, 9 0 20' 40' 1111111111111111111111 10 0; /3\ DATE 8/15/2014 8/27/2014 9/18/2014 REVISION CHANGE: THIS SHEET SUPERSEDES SHEET L401 IN ITS ENTIRETY PARTMENTS 0 1- _J RTMENTS uJ 0 DATE: 8 JULY 2014 PROJECT: 2012059 OTHER: DRAWN BY: Z B DC BP PLANTING PLAN A L401 4 5 6 7 8 9 10 GENERAL SHEET NOTES - SOILS LL" LLL L_L_LLLL_LL_ LLLLLLLLL LLLLL • LLLL LLLLL LLLLL LLLL LLLL +4i LLLL LL' LL LL LLL LLL LL L R ■i'■Rilr► a i Ir Ira=11 IIMP m■E=■■■MIP. iup r LLLL LLLLLLLLI= LL L LLLLLLL LLLLLLL LLLLLLL LL �•,F. LL LLL Oat 40 LLL LLL *1114 )111 011 1 I LLL LLL LLL LLL 411111111114111111 LLL Vie II/ III LLL I I LLL: A I I kilia LLL LL LL,. LLI LL LLL L L L: LLL LLL LLL LLL LL 1. ALL PLANTING BEDS TO BE PREPARED AS SPECIFIED: SHRUB BEDS TO BE PREPARED IN THEIR ENTIRETY WITH 24" OF PLANTING SOIL MIX. TREE PITS TO BE DUG TO DEPTH OF ROOT BALL BY 3X THE DIAMETER. SOIL FOR STREET TREES AND TREES SURROUNDING PARKING 2. 'CU' STRUCTURAL SOIL IS TO BE USED UNDER THE PROPOSED SPENCER ROAD SIDEWALK, PARALLEL TO THE ROAD, FOR THE FULL WIDTH AND LENGTH OF THE CONCRETE SIDEWALK. THE STRUCTURAL SOIL WOULD BE USED AS THE BASE COURSE FOR THE CONCRETE WALK AT A DEPTH OF 24". 3, PLANTING SOIL MIX IN THE TREE LAWN ADJACENT TO SPENCER ROAD SHALL BE A CONTINUOUS SANDY LOAM WITH 5% ORGANIC CONTENT BY WEIGHT AT A MINIMUM 24" DEPTH 4. ALL OTHER TREES PLANTED ANYWHERE ON THE SITE SHALL USE THIS SANDY -LOAM PLANTING MIX AS BACKFILL AT 3X THE DIAMETER OF THE ROOT BALL. 5. FOR TREES IN SPECIALIZED CONDITIONS IN OR AROUND THE PARKING LOT, IN CONDITIONS SUCH AS TREE"ISLANDS OR "BUMP -OUTS," THE ENTIRE AREA SHALL HAVE A MINIMUM 24" DEPTH OF SANDY LOAM. 6. FOR SHRUB AND GROUNDCOVER BEDS, 1HE SAME SANDY LOAM SHALL BE USED FOR THE ENTIRE PREPARED PLANTING BED. Architecture Planning Interior Design 217 North Aurora Street Ithaca NY 14850 p 607.273.7600 f 607.273.0475 LEGEND L LLLLL LLLLL LLLLLL LLLLLLL- LLLLLLL LI SPECIFIED PLANTING MIX TURF SOIL WITH DECOMPACTION AS PER DETAIL L602/A6 LAWN AREA -SEEDING AS PER DETAIL L604/A9 STRUCTURAL SOIL PLAY SURFACE POROUS ASPHALT LEVEL SPREADER GRAVEL MULCH 'BRIDGE WOLF CHAELS 1 LAND PE ARCHITECTS 1001 W, Seneca St., Ste.. 101 Ithaca,NY 14850 607-277-1400 Fax 607-277.6092 REVISION SCHEDULE I CLUMP LL LL LLL L LL LLL LLLLLLLLL LLLLLLLLLLL LLLLLLLLLLLLL LLLLLLLLLL LLLLLLLLLL, LLLLLLLLL LLLLLLLLL LLLLLL LLLLLLL LLLLLLL, 1- LLLLLLL LLLLLLLI LLLLLLL I LLLLLLL' 8/15/2014 LLL LLLL LLLL _LLLL REVISION CHANGE: V////A I I I LLLL_. THIS SHEET SUPERSEDES SHEET L400 IN ITS ENTIRETY LLL' LLLL L �L_ L LLLLLL LLLLLLL LLLLLLL BUILDING C 3 STORY MULTI -FAMILY BUILDING LLL LLL LLL LLL LLL LLL LLL LLL L LLL LL LLL LLL LL LL LL LL LL LLL LLL LLL LL I L LL II LL LLL LL B CV 1 0 NTING PLAN.dwg BUILDING A 2 STORY TOWNHOUSES ' LL LLL CLL - I I ° 1 a , to 5 — Rrch�ieGNrs PipnSina IntHrlor Ccsipn NM TONE QUARRY APARTMENTS . A ' TONE QUARRY APARTMENTS, LLC @r I "HAGA, NY 51 . r 11111111 11111111.911111111111, 111111. 11111111 II11 �� Inif' �-..� » � WALL DETAILS ® ENAI"..At 2 3 I a s a f RFI 005 Architecture Planning IInteo wr Design B f~k S.imeta #.4'ewerremtg,'eeta4uiGd;.!i!ats' ."v7i*d'tuSP vte t-".`.' r4 0'2!;2514 PROJECT: OTHER: 18 JULY 2014 2012059 DRAWN BY: ZMB/MDC/JBP LLLLLL COLI=I.i AI=L L_LLLLLLL C1=L_ZL`L LLLLLL ELL LLLLLL 1 I I 1 I I LLLLLLLLLL LLLLLLLLLL LLL -LL LLLLL LLLLL LLLLLL LL SOILS PLAN WALL DETAILS :IPROJECTSIinhs stone SPENCER ROAD CrtVGF'E BLOCK WALL 51011012: RFI 005R SOILS PLAN Scale: 1/16" = 4 7 5 6 7 8 9 10 GENERAL SHEET NOTES - GRADING RIM 391.85 EVEL SPREADER: 391.85 1. ALL EXISTING STRUCTURES, UNLESS OTHERWISE NOTED TO REMAIN, FENCING, TREES, ETC., WITHIN CONSTRUCTION AREA SHALL BE REMOVED & DISPOSED OF OFF SITE. 2. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO GRADING START. 3. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 4. ALL EXISTING UTILITY COVERS AND GRATES WITHIN THE AREA OF DISTURBANCE ARE TO BE ADJUSTED TO MEET PROPOSED GRADES: 5. GRADING AROUND TREES TO BE MINIMIZED. 6. SEE CIVIL, ELECTRICAL DWGS FOR PROP UTILITIES. 7. APPLY JUTE MESH EROSION CONTROL BLANKET TO ALL SLOPES 3:1 OR GREATER. H 0 LTARCHITECTS 391.85 (ex spot) LEVEL SPREADER: 39 393.38 (ex. tree to remain) LEGEND 850 - EX MAJOR ---- EX MINOR PROP. MAJOR PROP, MINOR + 846.00 PROP. SPOT TC BC 393.45 TC 393.96 BC 393.4.6 N 18" POPLAR CIBC 394.03-- 393.96 TC/BC 394.19 394.08 SUBGRADE 392.30 Architecture Planning Interior Design 217 North Aurora Street Ithaca NY 14850 p 607.273.7600 f 607.273.0475 93.95 RIM 393.3 392.69 (ex spot) TC/BC '4.07' 394.20 394.32 FFE EE TS BS TC BC TW BW FINISHED FLOOR ELEVATION ENTRY ELEVATION TOP OF STEP BOTTOM OF STEP TOP OF CURB BOTTOM OF CURB TOP OF WALL BOTTOM OF WALL TW 395.60 BW 394.20 WALL +/-1.4' TC 394.84 RIM/BC 394.34 394.53 394.60 TC/BC 394.12 TC 394.60 3'., ,0 TC 394.08 RIM/BC 393.58 NILP3.20 WALL +I-1.4' 395.52 TC 395.40 BC 394.90 FBR I VGE WOLF CHAELS SUBGRADE 393.20 / TW 395. BW 3'x.40 ALL 1- 1.2' TC 395.50 BC 395.00 RIM 394.92 TC/BC 395.80 BC 395.81 TC 396.30 TC 396.50 BC 396.00 TC 396.30 BC 395.80 TC 396.38 BC 395.88 TC 397.00 BC 396.50 TC 397.11 BC 395.86 397.19 TC 396.30 BC 395.80 TC 396.36 BC 395.86 TC 396.80 396. .1 i 396.30 BS 396.90 399.48 TC 396.10 BC 395.60 396.35 / TC 396.30 / BC 395.80 TC 394.44 BC 393.94 BC -394.05 393.82 (ex spot) TC 394.97 BC 394.47 TC 394.97 BC 394.47 LANDS ARCHITECTS 1001 W. Seneca St Ste 101 Ithaca, NY 14850 607-277-1400 fax 607-277.6082 E REVISION SCHEDULE -TC 3 BC 394.83 395.39 DATE 8/15/2014 /2\ 8/27/2014 9/18/2014 WILLOW CLUMP REVISION CHANGE: LEVEL SPREADER: 392.70 .07 (ex corner TC 396.70 D ex corner) 3941" '_- i _6C_397.00_ TS 399.48 BS 396 9D_ _ 396.38 RIM 394.75 395.20 (ex spot) THIS SHEET SUPERSEDES SHEET L301 IN ITS ENTIRETY WOOD FENCE 0.3'± CLEAR OF 39 PROP. LINE 95.59 396.32 (ex spot) ex spot) 397.00 397.66 394.46 395.12 395.78 396.44 398.42 FFE 398.44 FFE 394.48 FFE 395.14 FFE-95.80 FFE 396.46 TW :98.85 W 394.92 395.12 394.46 394.42 HP 394.46 394.25 / RIM 394.00 / I J � 3 X 0.50' RIk•S TS 396.42 BS 394.92 GARAGE CORNER 39 2. 1 't CLEAR OF PROP. LINE INV IN 395.41 INV OUT 395.06 395.78 RIM 395.50 396.44 397.6 -7.54 397.10 397.76 TW 399.59 BW 397.57 INV IN 397.80 INV OUT 39815- 3398:42 39.08/ FFE 399.10 RIM 398.15 RIM 399.00 399,08 TC 398.70 BC 398.20 399.00 398.50 399.02 TC 398.94 BC 398.44 399.64 399.48 -TC 398.73 BC 398.23 TC 398.87 BC 398.37 TC 399.17 BC 398.67 / / TC 399.26 BC 398.76 398.72 TC/BC 398.96 398.79 398.93 397 TB 400.75 BB 399.25 399.42 396.41 match ex) TC/BC 399.32 399.48 RIM 398.95 TCIBC 399.0 H • 39940 - - TC/BC 399.10 RIM 399.20 396 396.79 395;62 397.46 398.14 _399:08 -BS 397.58 399 398.26 TCIBC 399.08 400.15 400.8 4.18% TC/EC 399.1 - 1 C 399.74 BC 399.24 FFE 399.50 396.28 396.95 6.49 396.55 FFE 396.30 FFE 396.97 396.23 396.28 396.95 397.62 TB 397.95 BB 396.53 398.30 398.97 399.64 399.24 399.28 400.31 TB 400.66 BB 399.24 400.98 TC 399.88 TC 399.70 BC 399.33 BC 399.29 , RIM 399.38 , / 399.93 1 TB 401.321 -BB-39990 400.92 FFE 398.32 397.62 398.30 FFE 398.99 398.97 FFE 399.66 FFE 400.33 i FFE 401.00 400.98 400.92 400.82 400.87 TC 400. BC 400.29 TC 401.60 40t10 TC 400.06 BC 399.56 TC 400.47 BC 399.97 TC/BC 400.53 BC 400.01 TC 400.64 BC 400.14 -'TC/BC 401.61 Apartments\ACAD1L301 GRADING BW 395.95 WALL +I 3.21' TW 399.16 HP 396.23 TW 400.66 RIM 395.60 BW 395.80 WALL +/- 4.0' TW 400.66 BW 399.75 400.56 TC 400.7 BC 400.26 + 396.18 + 396.85 + + 397.52 + + 398.77 + + 399.54 + + 400.21 + + 400.98 + 398.8 PRIM 399.95 BC 401.15 TC 401.55 BC401 HP 399.35 TC/B: 40 .12 BC 399.60 RIM 399.20 TC/BC 399.80 BC 399.28 399.42 399.48 TC/BC 400.70 BC 400.18 RIM 399.20 HP 399.35 2 X 7" RISERS TS 400.60 BS 399.47 RIM 398.10 TW 401.50 BW 398.44 399.42 RIM 399.05 399.42 HP 399.35 399.42 398.62 STONE QUARRY APARTMENTS z Cw G STONE QUARRY AP >- z B 0 2 40A TC 401.62 B 401.12 402.1 vV e't H RIM 397.45 TW 400.66 BW 399.10 400 LP 399.50 400.63 401.13 TC/BC 401.38 TC/BC 401.34 DATE: PROJECT: OTHER: DRAWN BY: 8 JULY 2014 2012059 ZMB/MDC/JBP X0.58' RISER TS 399.71 BS 399.13 TC 400.11 BC 399.61 TC 400.83 BC 400.33 400.73 TC 400.98 BC 400.48 TC/BC 402.03 TCIBC 401.95 401.55 BC 402.15 TW 404.50 BW/TC 402.24 TC 401.50 BC 401.00 TC 402.2 BC 401.96 TW 402.00 j TW 402.00 BW 401.50 BW 399.50 TW 404.50 WALL 2.5' BW 402,50 TW 404.50 / BW 403.67 -WALL -2,5' 402.00 TW 404.50 TW 404.50 BW 403.83 BW 40.33.999 G DING PLAN RIM/BC 401.71 402.30 0 GRADING PLAN L301 2 4 5 6 7 8 9 10 7/2/2014 1:31:48 PM � �� 51616 PROVIDE ±Y2^AIR SPACE BETWEEN SIDING AND CURB � �� �� � ±11' 2'RADIUS ON SIDEWALK TO MATCH ./ LEVEL SPREADER, REFER TO CIVIL DWGS. BASKETBALL BACKSTO (SEE SPECIFICATIONS) N 88.47' 180' FENCE OFFSET � �� CONCRETE PAVEMENT PROVIDE CONCRETE CURB WITH 4fl REVEAL BETWEEN LANDINGS, TYPICAL BETWEEN ALL ENTRANCES. 20.00' SETBACK POROUS ASPHALT 3.50' FENCE OFFSET GRAVEL MULCH PICNIC TABLE PORCH SCREEN LOUVER (1 PER TOWNHOUSE), SEE ARC CONDENSERS ON PADS (SEE HVAC) Scale: 108"~1-T ONCRETE CURB. ENSURE AREA BOUNDED BY CURB ENCLOSES FULL REQUIRED SAFETY ONE FOR PLAYGROUND (3) BIKE RACKS PLAY STRUCTURE FOUNDATION PIN AT BUILDING ENTRANC / /TW0Y 18" PO 0 PLAY AREA WEAR PAD BUILDING OVERHANG, TYP CENTER WALKWAY ON DOORWAY, TYP. 8.00' ADJACENT SIDEWALK ENGINEERED WOOD FIBER PLAY ADJACENT LAWN OR SURFACING PLANTING BED 10.00' SETBACK 2.00' PICNIC TABLE 400PSI CONCRETE CURB 1.00' FENCE OFFSET PE 4 SIGN MOUNTED TO GATE COMPACTED SUBBASE )ROUS ASPHALT 5.25 FENCE OFFSET 5.00' ETBACK CONCRETE CURB Scale: 1"=1'-0" CONCRETE PAVEMENT ±65 LF RETAINING WALL BASE BID: UNIT BLOCK WALL ALT. #1: LIMESTONE QUARRY BLOCK ALT. #2: BLUESTONE QUARRY BLOCK 3.50' OFFSET FROM P.L. GRAVEL MULCH n� 0 >- C•I CrD co 0 � � � � Request: The Iayout drawing L-201 shows the concrete stoop of each TH unit entry to be level th vestibule. Due to the step in the foundations of these units, this wil! cause the concrete to side of the entries. Please advise if it is acceptable to shorten the width of the entry slabs Requested by: Justin Cerqua DDS Constructors, LLC Response: Reduce concrete slabs to 6' centered on the doo the building. 8' HIGH FENCE Date Required: 5/1/2015 the unit slab and the fuN width of the entry be higher than the vinyl siding on the ow to avoid this condition. PARKING STAFF PARKING / TRUCK TURNAROUND SPACE 13.5O—)( DUMPSTER ENCLOSURE, SEE ARCHITECTURAL 5.00' 5.25' FENCE OFFSET BLUESTONE QUARRY BLOCK BENCH TYPE 3 SIGN LOAO|NG/SHORT CD �=. TERM PARKING cp HEAVY DUTY CONCRETE PAVEMENT R3.00' TYP the�m�����mu|�co�n�� ay. over gravel with g LEVEL SPREADER, REFER TO CIVIL DWGS. CONDENSER PAD (SEE HVAC) GRAVEL MULCH, TYP. avel str Y'32'78^ E 756.33' 8' HIGH FENCE ound WILLO CLUMP 1.00' FENCE OFFSET / / / 3.50' FENCE OFFSET CD 1 0 GENERAL SHEET NOTES - LAYOUT 2. 3. 4. 5, SEE CIVIL AND ELECTRICAL DRAWINGS FOR LAYOUT OF UNDERGROUND UTILITIES AND SITE LIGHTING. ALL CURB RADII ARE 5' UNLESS NOTED OTHERWISE. PAVEMENT DIMENSIONS ARE TO THE INSIDE FACE OF CURB UNLESS OTHERWISE NOTED. LAYOUT IS PARALLEL / PERPENDICULAR TO BUILDING FACES UNLESS NOTED OTHERWISE. LEGEND POROUS ASPHALT PAVING HEAVY DUTY CONCRETE MEDIUM DUTY CONCRETE GRAVEL MULCH PROPERTY LINE SETBACK EASEMENT --��- —E�—' gl-----EQ----- 8' HIGH TIGHT BOARD FENCE --�— — -�-- -- {� --Q�- -- -- 6' HIGH TIGHT BOARD FENCE 4•1 42" HIGH TIGHT BOARD FENCE LEVEL SPREADER REFER TO CIVIL DWGS BLUESTONE BENCH LIGHT POLE, SEE ELECTRICAL DRAWINGS ����^����n�� x -x ��n nnun�x�u��. .~ Planning �- n����UK�K� ~~. .. ... .�� Interior ���x��^���� ��,~.~,��.. 217 North Aurora Street Ithaca NY 14850 p 607.273.7600 f 607.273.0475 TROWBRIDGE WOLF MICHAELS 1 LAND PE ARCHITECTS ����n�.� ���� REVISION SCHEDULE Request: Date Required: 5/8/2015 Attached is a photo of the north property line as well as an existing elevation survey I requestedhn T.G. Milier. The new fence location is between the temporary chain link fence and the small tree visible in the photo. The existing grade falls off about 3' right at the property line. The drastic grade change will cause the permanent fence to be unstable as well as create an erosion problem. Please provide direction on what measures should be taken to remediate this condition. — Requested by: LewisRomano LECESSE Construction Services /66.O STEEL EDGING ASPHALT PAVING GRAVEL MULCH 6' HIGH FENCE STEEL EDGING WHEEL STOP, TYP. Response: Proceed per directive on L-301 MEDIUM DUTY CONCREPAVEMENTTE PAVEMENT MARKINGS F2 BLUESTONE QUARRY 6' HIGH FENCE DETAILED UNIT P (3) BIKE RACK BLOCK BENCH � pR / ���� v \` . ,�--. �---------^ __ _ �=~�_ � STORMVVATER PLANTER DETAILED PLAN BUILDING B 2 STORY TOWNHOUSES STORMWATER PLANTER TYPE 3SIGN DETAILED PLAN PIN AT BUILDING ENTRANCE TYPE 2 SIGN 1.00' FENCE OFFSET 5.00' TYPE 1 SIGN BUILDING C 3STORY MULTI -FAMILY BUILDING NDRTHGTARGECTK}N NORTH STAIR HAND IL NORTH STAIR P N =EN'S"' astm PPR PING T. STOPP TRIPNRCUSES COP canur°�������^ sIMAVAIL —�w�°�� 7433FENCE PARALLEL CURB RAMP TYPE 2 SIGN MEDIUMDUTY CONCRETE PAVEMENT CONCRETE CURB 6' H GH FENCE nommutilm tin .` \\ Tg,';';‘7;:;,',:,'"-V'T,-- 3.00' CFFSET SPENCER GRAVEL MULCH s /. --- STAIR RAILING FENCE ON SLOP PROPERTY LINE BUILDING A 28TORY TOWNHOUSES BLUESTQNEOUARRY BLOCK BENCH INTEGRAL CONCRETE CURB 18.00' PORCH SCREEN LOUVER (1 PER TOWNHOUSE), SEE ARCH =' ,_',''-~'�� '' oon/un��m��.//r. CONCRETE STAIR AT WEST ENTRANCE TO - BUILDING C'PLAN - TERRACED RETAINING WALL BASE BID: UNIT BLOCK WALL WITH 3" 8LUESTONECOPE (SAWN &THERMAL TOP; ROCKED FRONT AND BACK) ALT. #1: LIBLOCK ALT. #2: BLUESTONE QUARRY BLOCK FROVIDE ADDITIONAL RAILING, SIZE/TYPE/FINISH TO MATCH STAIR RkILING, 12.00' 12.00' CONCRETE PAVEMENT ±9' Illittal P1411.11 "thwiairillaiIIIME11.11111 IIIIIIIIIIIMIIIIIIIIIIIIII Alk am 1111111110r NNW"_ �N��m�N�m�NNW 1m1111N."~ PLAN ^ ^ ~ R10.00' 6 oor a EliralliMEMEMNAliiiiiill II 12.0 SJI 81.00' BASE BID: UNIT BLOCWALL WITH 3" BLUESTONE COPE (SAWN & THERMAL TOP; ROCKED FRONT AND BACK) ALT. #1: LIMESTONE QUARRY BLOCK ALT. #2:-BLUESTOMEQUARRY-BLOCK AYOUT PLAN Scale: 6"=1�0" (4) 3' GATES BU LDNGOUNT BIKE LOOP (1 PER TOWNHOUSE), SEE ARCH TYPE 5 SIGN CONCRETE PAVEMENT ONSTRUCTURAL SOIL _ ° SPACE POSTS EQUALLY, ±5' 5" „,1 ^.~ .^ ~,~� S|DEyA�^K ENT NCE SIGN AT SPENCER ROAD 5.00' CONCRETE PAVEMENT TOP OF CONCRETE SIDEWALK "��=^`=^�""="�� aur�v�cn/ar�~�+ Required: 5/1/2015Request:--— � u�� / �� �ooa/ �� ��~ RFI#5 clarifies the size of the redi-rock necessary to build the West Redi-Rock wall. Due to the size of the biock, the fence will require post brackets that attached to the redi-reck in Iieu of 36" post embedments. Please confirm that the attached posbracket is acceptable. Please note that this brackewill be used at seventeen (17) Iocations along the WeswdU. L60 MEDIUM DUTY CONCRETE GRANITE CURB tN PAVEMENT CITY RIGHT-OF-WAY TANDARD CURB RAMP 8N[TECURB INCI \LIGN END OF RAILING WiTH END OF CUR.B.:SPACE:(4) POSTS EQUALLY.. Requested by: Lewis Romano LECESSE Construction Services Response: This aomti9n is acceptable. � ~� �� � 0 6' 32' ti apt s „„x,„40,00,51INIM= 8/27/2014 9/18/2014 THIS SHEET SUPERSEDES SHEET L201 IN ITS ENTIRETY EVISION CHANGE: z Lu cc >- cc >— B 0 DATE: ULY 2014 PROJECT: 2012 059 OTHER: DRAWN BY: Z B DC BP ,LAYOUT y�����-PLAN|--- A !„1 LECESSECenstruoUon '75 Thruway Park Drve " West Henrietta, NY14586 r L201 7/2/2014 1:31:48 PM �� x � �� 10 v� n� K� PIN FOUND 20' SANITARY EASEMENT W 61'32'18" E /5G.33' 10.00' SETBACK ' � . ' / / / /R12.00 / / / / / / / / / TWIN 18" POPLAR / 0 0' ACK N:4836.812 E:4800.551 N:4656.793 E:4839.227 N:48OO.44O E:4814.869 //' /� / . ./ / / / / / N:4630.435 E.4853 520 � N:4580.855 E:4789.144 R30.00' - R92.00' N:4535.637 E:4758.792 N E:4867.746 S 27°09'44" E STA A 2+78.54 / / N:4583.729 I E:4884.007 STA ' - +*y-t- m»� N 61d29'35E / / / N:457 .74 E:4889.9731 N:4472.910 N:4517.746 N:4542.087 E:4896.382 WILLOW CLUMP N:44O170G E:4787.814 66.00' 6/°32'18~ W 53.73' PU/N ND . / / /OF CORNER PIN FOUND 3.0' WLY & 1.2' SLY PIN SET CHAINLINK FENCE N:4451.828 E:4804.041 N:4342.*;2 N:4443.910 E:4808.336 CHAIN LINK FENCE N:4416.771 E:4788.942 STAA1 1 00 N01d29'37E N44O2.359 E:4796 769 N E:4828 381 NG1d2O'35"E N:4388.29S E:4804.405 z Ln o o --n N:4400.022 ..-GA AGE STA A 0 N:4265.905 E:4656.892 N E:4848.405 DRIU ED Sit) � E:4794.160 N:4382.32O E:4877.104 Pr AOTAreit,,i/ o L-201 shows Redi-Rock wall configuratron at the westend of Spencer Rd. with a mitered corner. Is it acceptable to install with a radius in lieu of the mitered corner as discussed in Owner's meeting on 2/17/15? PIN FOUND -321.50' TOTAL 2.7' SLY OF CORNER S 61°29451/1•L Request: �_Required: ,~~,^- ~"=^�"�v.v Requested by: Ashley Tarasco LECESSE Construction Services Response: Yes, radius is acceptable contingent on review of proposed Iayout shop drawings/Iayout drawings. OVERALL LAYOUT PLAN ROA PRESENT CENTER OF PAVINGE:4840.581 N:4321.691 CHAIN LINK FENCE POST 3.3' SLY OF CORNER pRES CENTER OF INTERSECTION GENERAL SHEET NOTES LAYOUT 1. COORDINATE LAYOUT IS BASED ON SURVEY PREPARED BY T.G. MILLER, PC SURVEYORS. 2. POINTS OF BEGINNING ARE AS FOLLOWS: 2.1. P.O.B. #1: ROADWAY/PARKING LOT LAYOUT: COORDINATE POINT AT CENTERLINE OF SPENCER ROAD. 2.2. P.O.B. #2: SOUTH FACE OF BUILDING A: COORDINATE POINT AT SOUTHWEST CORNER. COORDINATE POINT AT SOUTHEAST CORNER IS PROVIDED TO ALIGN BUILDING PARALLEL WITH SOUTH PROPERTY LINE AND TO ENSURE NO ENCROACHMENT INTO EASEMENT. 2.3. P.O.B. #3: NORTH FACE OF BUILDING 6: COORDINATE POINT AT NORTHWEST CORNER. COORDINATE POINT AT NORTHEAST CORNER IS PROVIDED TO ALIGN BUILDING PARALLEL WITH NORTH PROPERTY LINE AND TO ENSURE NO ENCROACHMENT INTO EASEMENT. 2,4. P 0 B #4 SOUTH FACE OF BUILDING C COORDINATE POINT AT SOUTHEAST CORNER COORDINATE POINT AT SOUTHWEST CORNER IS PROVIDED TO ALIGN BUILDING PARALLEL TO SOUTH PROPERTY LINE AND ENSURE NO ENCROACHMENT INTO EASEMENT. 2.5. STAKE ALL LAYOLJT IN FIELD AND VERIFY NO ENCROACHMENT ON SETBACKS OR EASEMENTS BEFORE BEGINNING CONSTRUCTION. 3. SEE CIVIL AND ELECTRICAL DRAWINGS FOR LAYOUT OF UNDERGROUND UTILITIES AND SITE LIGHTING. 4. PAVEMENT DIMENSIONS ARE TO THE INSIDE FACE OF CURB UNLESS OTHERWISE NOTED. 5. LAYOUT IS PARALLEL / PERPENDICULAR TO BUILDING FACES UNLESS OTHERWISE INDICATED. HOLTARCHITECTS Architecture Planning . .~~. ,. ... .g Interior Design .. .^�,. .~.. ��.~~�n��. . 217 North Aurora Street Ithaca NY 14850 p 607.273.7600 f 607.273.0475 LEGEND LECESSE Construction 75 Park Drive ����� West Henrietta, NY14500"r LECESSEreonstruaridru PROPERTY LINE SETBACK EASEMENT 16' 32' TROWBRIDGE WOLF MICHAELS LANDSCAPE ARCHITECTS 1001 W. Seneca St., Ste. 101 Ithaca, 14Y 14890 607-277-1400 Fax 607-2=6092 REVISION SCHEDULE NAME DATE 00% CD 07/24/20 4 STONE QUARRY APARTMENTS STONE QUARRY APARTMEN DATE: 8 JULY 20 4 PROJECT: 2012059 OTHER: DRAWN BY: OVERALL LAYOUT A PLAN L200 � �� � �� �� « � �� 10