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HomeMy WebLinkAboutPool Layout Plan Stamped approvedCOORDINATE WITHMEP TO CONNECT TOPOWER, TYP. ELECTRICAL CONDUITSLEEVING, TYP. COORDINATE WITHMEP TO CONNECT TOPOWER, TYP. ELECTRICAL CONDUITSLEEVING, TYP. RUN CONDUIT ONBACK OF POST TODOWNLIGHTS, TYP. COORDINATE WITHMEP TO CONNECT TOPOWER, TYP. L1.0COVERPOOL AMENITYAT NORTH END©PROJECT LOCATION PZ-2023-00190, AMEND ADLS NORTH END POOL AMENDMENT AMENITY AREA LANDSCAPE ARCHITECTURE CONSTRUCTION PLANS - 100% SET W. SMOKEY ROW RD, CARMEL, IN 46032 LOCATION MAP (NOT TO SCALE) UTILITY AND GOVERNING AGENCY CONTACTS SERVICE / JURISDICTION COMPANY / DEPT.ADDRESS PHONE NUMBER CONTACT SANITARY SEWER CARMEL CITY UTILITIES DEPARTMENT 9609 HAZEL DELL PARKWAY INDIANAPOLIS, IN 46280 (317) 571-2443 JOHN DUFFY jduffy@carmel.in.gov WATER CARMEL CITY UTILITIES DEPARTMENT 9609 HAZEL DELL PARKWAY INDIANAPOLIS, IN 46280 (317) 571-2443 JOHN DUFFY jduffy@carmel.in.gov STREETS CARMEL STREET DEPARTMENT 3400 WEST 131st ST CARMEL, IN 46074 (317) 733-2001 DAVE HUFFMAN dhuffman@carmel.in.gov STORM SEWER CARMEL ENGINEERING DEPARTMENT 1 CIVIC SQUARE CARMEL, IN 46032 (317) 571-2441 JOHN THOMAS jthomas@carmel.in.gov ELECTRICITY DUKE ENERGY 16485 SOUTHPARK DR., WESTFIELD, IN 46074 (317) 896-6704 MATTHEW DAYHUFF mathew.dayhuff@duke-energy.com NATURAL GAS VECTREN 16000 ALLISONVILLE RD., NOBLESVILLE, IN 46060 (317) 776-5590 CHAD MILLER chad.r.miller@centerpointenergy.com TELEPHONE AT&T 240 NORTH MERIDIAN STREET INDIANAPOLIS, IN 46204 (317) 610-5440 BRIAN WENTE bw1917@att.com CABLE SPECTRUM 3030 ROOSEVELT AVE., INDIANAPOLIS IN 46204 (317) 429-6691 JASON KIRKMAN jason.kirkman@charter.com PLANNING & ZONING CITY OF CARMEL, DIVISION OF PLANNING & ZONING 1 CIVIC SQUARE CARMEL, IN 46032 (317) 571-2417 ANGIE CONN aconn@carmel.in.gov PROJECT TEAM ROLE COMPANY ADDRESS PHONE NUMBER CONTACT DEVELOPER/OWNER OLD TOWN COMPANIES LLC 1132 S. RANGELINE RD, SUITE 100 CARMEL, IN 46032 (317) 816-3151 JUSTIN MOFFETT justin@oldtowndesigngroup.com CIVIL ENGINEER KIMLEY-HORN 250 E. 96TH ST., STE 580, INDIANAPOLIS, IN 46240 (317) 218-9560 ANDY TAYLOR, P.E. andy.taylor@kimley-horn.com LANDSCAPE ARCHITECT KIMLEY-HORN 250 E. 96TH ST., STE 580, INDIANAPOLIS, IN 46240 (317) 218-9571 MICHELE DYER, PLA, CLARB michele.dyer@kimley-horn.com LAND SURVEYOR CRIPE ENGINEERING 3939 PRIORITY WAY S. DR, SUITE 200 INDIANAPOLIS, IN 46240 (317) 844-6777 ERIC WHITE cripe@cripe.biz Sheet Number Sheet Title L1.0 COVER L1.1 LAYOUT PLAN & NOTES L1.2 GRADING PLAN L2.0 LANDSCAPE PLAN L2.1 LANDSCAPE DETAILS L4.0 HARDSCAPE DETAILS & FURNISHINGS L4.1 HARDSCAPE DETAILS & FURNISHINGS L4.2 HARDSCAPE DETAILS & FURNISHINGS L4.3 HARDSCAPE DETAILS & FURNISHINGS L4.4 HARDSCAPE DETAILS & FURNISHINGS HAMILTON COUNTY AMENITY IMPROVEMENTS AT NORTH END. PROJECT IS IN SECTION 24 OF T18N, R3E IN THE CITY OF CARMEL, HAMILTON COUNTY, INDIANA NORTH S.R. 31 SMOKY ROW C2.0 OVERALL SITE PLAN 1/3/2024 POOL TO BE DESIGNED BY OTHERS RAMP TO THE MAPLES, SEE CIVIL PLANS BUILDING C THE MAPLES RESTAURANT 2 L4.0 1 POOL TO BE DESIGNED BY OTHERS 1 L4.1 COORDINATE WITH MEP TO CONNECT TO POWER, TYP. ELECTRICAL CONDUIT SLEEVING, TYP. COORDINATE WITH MEP TO CONNECT TO POWER, TYP. ELECTRICAL CONDUIT SLEEVING, TYP. RUN CONDUIT ON BACK OF POST TO DOWNLIGHTS, TYP. COORDINATE WITH MEP TO CONNECT TO POWER, TYP. H-102 26'-8" 27'-0" 26'-6"6' -0 "75' -0 "9' -11 "24' -2 " 40'-9" 38'-5" 2'-6"43' -4 "7'-1 " 8'-0"8' -4 " 6'-9" 22'-1 0" 8'-0"15' -5 "8'-0 " TYP . 4'-0" 9'-1" 6'-0"42' -3 " 20'-0" F-101 LI-101 PL-101 F-101 PL-101 H-102 LI-101 F-101 F-101 LI-101 PL-101 LI-102 17'-5" 10'-7" 12'-0" SF-110 SF-108 SF-109 H-101 H-103 SF-112 SF-113 3 L4.1 1 7 ' - 8 "44'-11"13'-0 " 5'-0" PL-101 PL-101 PL-101 PL-101 26'-4 " POOL BUILDING TO BE DESIGNED BY OTHERS 23'-1 1" 28'-3"11' -10 " 2 L4.0 LI-101 H-102 43'-11"7" 4'-8" 5'-0" RAMP TO THE MAPLES, SEE CIVIL PLANS FENCE SYMBOL DESCRIPTION PRODUCT COLOR VENDOR POOL FENCE & GATE FENCE PANEL: 6` HT. POOL, PET, AND PLAY MAJESTIC 3-RAIL FLUSH TOP; 280 LF GATE: MATCHING GATE WITH SECURE-ACCESS HARDWARE; 3 QTY BLACK POWDERCOAT AMERISTARF-101 REFERENCE NOTES SCHEDULE HARDSCAPE SYMBOL DESCRIPTION PRODUCT FINISH COLOR VENDOR POOL DECK TRENCH DRAIN FRONTIER DECK DRAIN, 1.7" WIDTH GRAY CONCRETE POOL DECK CLEAR GUARD SLIP RESISTANT ADDITIVE AND CLEAR GUARD CURE AND SEAL; SCORE JOINTS TO BE SAW CUT BUTTERFIELD COLOR CONCRETE WALK FINISH TO MATCH SITE SIDEWALKS; JOINTS TO BE V-GRROVE SAW CUT JOINTS COLOR TO MATCH SITE SIDEWALKS H-101 H-102 H-103 LIGHTING SYMBOL DESCRIPTION FINISH WATTS LIGHTED BOLLARD BEGA UNIDURE BLACK 7.2 DOWNLIGHT BEGA UNIDURE BRONZE 16.8 LI-101 LI-102 SITE FURNISHING SYMBOL DESCRIPTION PRODUCT COLOR/FINISH VENDOR QUANTITY DINING CHAIR SCANDIA SLING DINING CHAIR; M4501S FRAME: DRIFTWOOD; FABRIC: AQUA MARINE TEXACRAFT 8 POOL LOUNGE CHAIR SCANDIA SLING STACK CHAISE; M4509S FRAME: DRIFTWOOD; FABRIC: AQUA MARINE TEXACRAFT 20 IN-POOL LOUNGER MIRAGE IN-POOL LOW LOUNGE; X-SO.000.13 WHITE TEXACRAFT 7 SIDE TABLE LANTANA STACKABLE SIDE TABLE WOVEN FINISH OVER ALUMINUM FRAME TEXACRAFT 10 COFFEE TABLE MEZA 36" SQUARE COCKTAIL TABLE TEXACRAFT 1 LOVESEAT STRUCTURE LOVESEAT; M28022 FRAME:DRIFTWOOD FABRIC: CANVAS SAPPHIRE TEXACRAFT 2 ARMCHAIR STRUCTURE LOUNGE CHAIR FRAME: DRIFTWOOD FABRIC: CANVAS SAPPHIRE TEXACRAFT 2 PERGOLA `A` 2X3 SLATS 2X8 JOISTS 2X10 BEAMS 6X6 POSTS CLEAR VERTICAL GRAIN CEDAR PERGOLA `B` 2X3 SLATS 2X8 JOISTS 2X10 BEAMS 6X6 POSTS CLEAR VERTICAL GRAIN CEDAR GRILL STATION T-SERIES 24" 2 BURNER ON PEDESTAL 24NPT-00SP AMERICAN OUTDOOR GRILL 1 CAFE TABLE 36" ROUND DINING CAFE TABLE WITH UMBRELLA HOLE AND CAST PLUG; M9836-RST DRIFTWOOD TEXACRAFT 4 HEARTH METAL STUD FRAME WITH 5/8" CEMENT BOARD BRICK VENEER FIREPLACE INSERT 48" SUPERIOR VRE4600 LINEAR OUTDOOR GAS FIREPLACE WITH DIAMOND CRYSTAL FIRE GLASS N/A WOODLAND DIRECT 1 SF-101 SF-102 SF-103 SF-104 SF-105 SF-106 SF-107 SF-108 SF-109 SF-110 SF-111 SF-112 SF-113 PLANTER SYMBOL DESCRIPTION PRODUCT LANDSCAPE BED LANDSCAPE AREAS TO RECIEVE 12" OF TOPSOIL AND 3" OF STONE MLUCH.PL-101 COLOR TEMP 3000K 3000K MOUNTING PRODUCT SUPPLIER QUANTITY STANDARD ANCHORAGE KIT + CONDUIT BEGA 77787 180° OUTPUT LIGHT SOURCE INDIANA 17 SURFACE MOUNT BEGA 24401 NARROW BEAM LIGHT SOURCE INDIANA 9 NORTH L1.1LAYOUT PLAN &NOTESPOOL AMENITYAT NORTH END©LAYOUT GENERAL NOTES 1.ALL CONSTRUCTION LAYOUT STAKING IS TO BE PERFORMED BY A LAND SURVEYOR OR PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF INDIANA. LAYOUT DATA MAY BE MADE AVAILABLE TO THE CONTRACTOR IN A DIGITAL FORMAT FOR USE IN LAYOUT STAKING BY A LAND SURVEYOR OR PROFESSIONAL ENGINEER, UPON SIGNED RELEASE. 2.THE SURVEYOR OR PROFESSIONAL ENGINEER EMPLOYED BY THE CONTRACTOR TO PERFORM CONSTRUCTION LAYOUT STAKING, IN ORDER TO MAINTAIN THE INTEGRITY OF HORIZONTAL AND VERTICAL CONTROL FOR THE SITE, SHALL SET AND PROTECT ADDITIONAL TRAVERSE POINTS OUTSIDE THE AREAS OF CONSTRUCTION ACTIVITY. 3.THE CONTRACTOR SHALL, DURING THE BIDDING PROCESS, VERIFY THE EXISTENCE AND INTEGRITY OF THE HORIZONTAL CONTROL POINTS. THE CONTRACTOR SHALL INCLUDE ANY WORK NECESSARY TO ESTABLISH RELIABLE LAYOUT CONTROL FOR THE PROJECT IN THE BID. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE RESULTING FROM DEMOLITION OR CONSTRUCTION ACTIVITY TO EXISTING SITE ELEMENTS THAT ARE TO REMAIN. 5.THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 6.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO INCLUDE HORIZONTAL AND VERTICAL JOINTING PLANS. 7.ALL RADIUS AND LENGTH DIMENSIONS TO CENTER LINE OF WALL. 1/3/2024 POOL TO BE DESIGNED BY OTHERS PK 6 CK 1 SA 4 3 SA BR 3 PK 6 BR 8 5 HG HS 17 16 SA 1 BR 5 BR MP 1 PL 8 PL 8 HS 3 MP 1 SA 9 HG 6 SA 4 BR 3 1 CK 4 SA HG 4 PK 11 PK 10 13 PK 15 PH 5 BR 3 PL 10 PH 4 HS 11 PL BUILDING C THE MAPLES RESTAURANT RAMP TO THE MAPLES, SEE CIVIL PLANS TREES QTY BOTANICAL NAME COMMON NAME CONT CAL HT CK 2 CLADRASTIS KENTUKEA AMERICAN YELLOWWOOD B & B 2.5" CAL MIN --- MP 2 MALUS X 'PRAIRIFIRE'PRAIRIFIRE CRABAPPLE B & B 1.5" CAL MIN --- SHRUBS QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE BR 25 BUXUS MICROPHYLLA 'WINTER GEM'WINTER GEM BOXWOOD ---36" OC 18" HT MIN HG 15 HOSTA X 'GOLD STANDARD'GOLD STANDARD HOSTA ---36" OC 18" HT MIN HS 24 HYDRANGEA QUERCIFOLIA 'SNOWFLAKE' TM SNOWFLAKE OAKLEAF HYDRANGEA ---60" O.C.24" HT MIN PL 30 PHYSOCARPUS OPULIFOLIUS 'LITTLE DEVIL'LITTLE DEVIL™ DWARF NINEBARK ---36" OC 18" HT MIN NATIVE SPECIES GRASSES QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE PH 25 PANICUM VIRGATUM 'HEAVY METAL'HEAVY METAL SWITCH GRASS ---24" OC 24" HT MIN NATIVE SPECIES PK 46 PENNISETUM ORIENTALE 'KARLEY ROSE'KARLEY ROSE FOUNTAIN GRASS 1 GAL 36" OC --- SA 40 SESLERIA AUTUMNALIS AUTUMN MOOR GRASS 1 GAL 36" OC --- NATIVE SPECIES PLANT SCHEDULE NORTH L2.0LANDSCAPEPLANPOOL AMENITYAT NORTH END©PERMANENT SEEDING AMERITURF FRONTRUNNER BLEND TALL FESCUE; APPLY AT A RATE OF 350 LBS/ACRE (8LBS/1000 SQFT) SEEDING LEGEND STONE MULCH ALABAMA SUNSET LANDSCAPE GRAVEL; APPLY AT A 3" DEPTH, WEED FABRIC IS REQUIRED UNDER MULCH NOBLESVILLE TIFFANY LAWN & GARDEN SUPPLY 317-774-7100 MULCHING LEGEND 1/3/2024 L2.1LANDSCAPEDETAILSPOOL AMENITYAT NORTH END©LANDSCAPE NOTES 1.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING MATERIALS AND PLANTS SHOWN ON THE LANDSCAPE PLAN. THE CONTRACTOR IS RESPONSIBLE FOR THE COST TO REPAIR UTILITIES, ADJACENT LANDSCAPE, PUBLIC AND PRIVATE PROPERTY THAT IS DAMAGED BY THE CONTRACTOR OR THEIR SUBCONTRACTOR'S OPERATIONS DURING INSTALLATION OR DURING THE SPECIFIED MAINTENANCE PERIOD. CALL FOR UTILITY LOCATIONS PRIOR TO ANY EXCAVATION AND PLANTING. 2.THE CONTRACTOR SHALL REPORT ANY DISCREPANCY IN PLAN VS. FIELD CONDITIONS IMMEDIATELY TO THE LANDSCAPE ARCHITECT, PRIOR TO CONTINUING WITH THAT PORTION OF WORK. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY OF THEIR TRENCHES OR EXCAVATIONS THAT SETTLE. 4.ALL NURSERY STOCK SHALL BE WELL BRANCHED, HEALTHY, FULL, PRE-INOCULATED AND FERTILIZED. DECIDUOUS TREES SHALL BE FREE OF FRESH SCARS. TRUNKS WILL BE WRAPPED IF NECESSARY TO PREVENT SUN SCALD AND INSECT DAMAGE. THE LANDSCAPE CONTRACTOR SHALL REMOVE THE WRAP AT THE PROPER TIME AS A PART OF THIS CONTRACT. 5.ALL NURSERY STOCK SHALL BE GUARANTEED, BY THE CONTRACTOR, FOR ONE YEAR FROM DATE OF FINAL INSPECTION. 6.PLANTING AREA SOIL SHALL BE TOPSOIL FOR ALL TREE, SHRUB, ORNAMENTAL GRASS, PERENNIAL, AND ANNUAL BEDS. AMENDED SOIL SHALL BE PROVIDED AND GRADED BY THE GENERAL CONTRACTOR UP TO A 6" DEPTH BELOW FINISHED GRADE IN TURF AREAS AND A 12" DEPTH IN PLANTING AREAS. 7.PLANTING AREA TOPSOIL SHALL BE AMENDED WITH 25% SPHAGNUM PEATMOSS, 5% HUMUS AND 65% PULVERIZED SOIL. AMENDED TURF AREA SOIL SHALL BE STANDARD TOPSOIL. TOPSOIL SHALL CONFORM TO TECHNICAL SPECIFICATIONS FREE OF HEAVY CLAY, ROCKS, AND DIRT CLODS OVER 1 INCH IN DIAMETER, AS WELL AS CONTAIN 3%-5% OF ORGANIC MATTER. 8.SEED/SOD LIMIT LINES ARE APPROXIMATE. CONTRACTOR SHALL SEED/SOD ALL AREAS WHICH ARE DISTURBED BY GRADING WITH THE SPECIFIED SEED/SOD MIXES. 9.CONTRACTOR SHALL STAKE INDIVIDUAL TREE AND SHRUB LOCATIONS AND OUTLINE HERBACEOUS PLANTING AREAS, SHALL ADJUST LOCATIONS WHEN REQUESTED, AND SHALL OBTAIN PROJECT LANDSCAPE ARCHITECT'S ACCEPTANCE PRIOR TO PLANTING. . 10.ALL PLANT ID TAGS SHALL BE REMOVED AFTER INSTALLATION. 11.CONTRACTOR SHALL INSTALL STONE MULCH AT A 3" DEPTH TO ALL TREES, SHRUB, PERENNIAL, AND GROUNDCOVER AREAS. TREES PLACED IN AREA COVERED BY TURF SHALL RECEIVE A 4 FT WIDE MAXIMUM TREE RING WITH 3" DEPTH STONE MULCH. A SPADED BED EDGE SHALL SEPARATE MULCH BEDS FROM TURF OR SEEDED AREAS. A SPADED EDGE IS NOT REQUIRED ALONG CURBED EDGES. 12.WEED FABRIC SHALL BE REQUIRED UNDER MULCH. 13.MULCH SHALL NOT BE HELD IN PLACE BY PLASTIC NET, OR SPRAYING OF ANY BINDER MATERIAL OR ASPHALT EMULSION. 14.DO NOT DISTURB THE EXISTING PAVING, LIGHTING, OR LANDSCAPING THAT EXISTS ADJACENT TO THE SITE UNLESS OTHERWISE NOTED ON PLAN. 15.PLANT QUANTITIES SHOWN ARE FOR THE CONVENIENCE OF THE OWNER AND JURISDICTIONAL REVIEW AGENCIES. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PLANT QUANTITIES AS DRAWN. 16.THE OWNER'S REPRESENTATIVE MAY REJECT ANY PLANT MATERIALS THAT ARE DISEASED, DEFORMED, OR OTHERWISE NOT EXHIBITING SUPERIOR QUALITY. 17.WEEDING, LANDSCAPE MAINTENANCE, AND WATERING TO BE THE CONTRACTOR'S RESPONSIBILITY DURING CONSTRUCTION. ALL PLANT MATERIALS REQUIRED BY THIS SECTION SHALL BE MAINTAINED AS LIVING VEGETATION AND SHALL BE PROMPTLY REPLACED BY LANDSCAPE CONTRACTOR DURING WARRANTY PERIOD IF THE PLANT MATERIAL HAS DIED PRIOR TO FINAL ACCEPTANCE. PLANTING AREAS SHALL BE KEPT FREE OF TRASH, LITTER, AND WEEDS AT ALL TIMES. 18.THE CONTINUED MAINTENANCE OF ALL REQUIRED LANDSCAPING AFTER WARRANTY PERIOD EXPIRES SHALL BE THE RESPONSIBILITY OF THE OWNER OF THE PROPERTY ON WHICH SAID MATERIALS ARE REQUIRED.NTS SHRUB PLANTING2 1.APPLY CORRECTIVE PRUNING. 2.SET ROOT BALL OR CONTAINER ON UNEXCAVATED OR TAMPED SOIL. TOP OF ROOTBALL (CONTAINER) SHALL BE ONE INCH ABOVE SURROUNDING GRADE. FOR LARGER SHRUBS WITHIN PLANTING BED DIG A DEEPER PIT ONLY FOR THOSE SHRUBS. 3.REMOVE BURLAP FROM TOP HALF THE LENGTH OF ROOTBALL. TWINE AND (IF USED) SYNTHETIC MATERIAL SHALL BE REMOVED FROM PLANTING BED. FOR CONTAINER GROWN SHRUBS, REMOVE CONTAINER AND LOOSEN ROOTS PRIOR TO INSTALLATION. 4.REMOVE OR CORRECT GIRDLING ROOTS. 5.PLUMB AND BACKFILL WITH AMENDED SOIL PER LANDSCAPE NOTES. WATER THOROUGHLY WITHIN TWO HOURS. 6.APPLY MULCH IN EVEN LAYER, KEEPING AWAY FROM ROOT FLARE. MULCH LIMITS FOR SHRUBS EXTEND TO ALL LIMITS OF PLANTING BED, SEE PLANS FOR BED LAYOUTS. NOTES: SHREDDED HARDWOOD MULCH AMENDED SOIL SUBGRADE MINIMUM 6" BEYOND ROOT BALL SPADED BED EDGE NTS PERENNIAL PLANTING3 SECTION PLAN VIEW O.C. SPACING, SEE PLANS FOR DETAILS HARDWOOD SHREDDED MULCH AMENDED SOIL SUBGRADE SPADED BED EDGE 1.EXCAVATE PLANTING BED. 2.BED HEIGHT IS TO BE 2" ABOVE FINISH GRADE AND WELL DRAINED. 3.REMOVE CONTAINER, SCORE SOIL MASS TO REDIRECT AND PREVENT CIRCLING ROOTS. CORRECT GIRDLING ROOTS. 2.PLANT MATERIAL SHALL BE LAID OUT BY FOLLOWING THE BED EDGE, WORKING TOWARDS THE CENTER OF THE BED USING TRIANGULAR (STAGGERED) SPACING AS PLAUSIBLE. 3.PLUMB AND BACKFILL WITH PLANTING MIX AS SPECIFIED IN LANDSCAPE NOTES. 4.APPLY MULCH IN EVEN LAYER, KEEPING AWAY FROM ROOT FLARE. MULCH LIMITS FOR PERENNIALS/GROUNDCOVER EXTEND TO ALL LIMITS OF PLANTING BED, SEE PLANS FOR BED LAYOUTS. 5.SPACING TO BE AS SPECIFIED IN THE PLANT LIST. PERENNIALS SHALL BE PLACED WITH THEIR CENTER 24" FROM EDGE OF BED. NOTES: NTS TREE PLANTING 1 1.INSPECT TREE FOR DAMAGED BRANCHES, APPLY CORRECTIVE PRUNING. 2.IF LANDSCAPE PLANTINGS ARE WITHIN OR ADJACENT TO AREAS WHERE LIME STABILIZATION OCCURS, CONTRACTOR SHALL FULLY REMOVE SOIL CONTAINING LIME STABILIZATION AND REPLACE WITH HIGH QUALITY PLANTING SOIL. 3.SET ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. TOP OF ROOTBALL SHALL BE TWO INCHES ABOVE SURROUNDING GRADE WITH BURLAP AND WIRE BASKET INTACT. 4.REMOVE WIRE BASKET AND BURLAP DOWN FOUR TO SIX INCHES BELOW TOP OF ROOT BALL. REMOVE ALL TWINE AND (IF USED), SYNTHETIC MATERIAL. REMOVE OR CORRECT GIRDLING ROOTS. 5.TAMP EXCAVATED SOIL AROUND BASE OF ROOTBALL. 6.BACKFILL REMAINDER EXCAVATED SOIL TAMPED LIGHTLY. HIGH CLAY OR POOR SOIL SHALL RECEIVE SOIL AMENDMENT PER LANDSCAPE NOTES. 7.WATER THOROUGHLY WITHIN TWO HOURS USING 10 TO 15 GALLONS OF WATER. 8.APPLY MULCH IN EVEN LAYER, KEEPING AWAY FROM ROOT FLARE. 9.FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. NOTES: 2X ROOTBALL WIDTH SHREDDED HARDWOOD MULCH EXCAVATED BACKFILL SUBGRADE TAMPED BACKFILL SPADE EDGE 1/3/2024 TOPSOIL 3'-0" DEPTH X 1'-0" DIA. FENCE POST FOOTING ADJACENT LANDSCAPE, SEE PLANS ADJACENT HARDSCAPE, SEE PLANS F-101 COMPACTED SUBGRADE 4"2" 2" TRENCH DRAIN AROUND POOL PERIMETER CAULKED EXPANSION JOINT POOL WALL AND COPING BY OTHERS L4.0HARDSCAPEDETAILS &FURNISHINGSPOOL AMENITYAT NORTH END©1/2" = 1'-0" GRILL - 24NPT4 NTS POOL FENCE AND GATE SYSTEM5 NTS UCARA RETAINING WALL SYSTEM - NOT USED1 1/2" = 1'-0" POOL FENCE AND RETAINING WALL SYSTEM2WL-101 F-101 SHOP DRAWINGS TO BE SUBMITTED TO PROJECT LANDSCAPE ARCHITECT FOR APPROVAL. 1/2" = 1'-0" POOL DECK TRENCH DRAIN3 WL-101 1/3/2024 2 X 3 SLATS; 16" O.C. 2 X 8 JOIST; 16" O.C. 2 X 10 BEAM 6 X6 POST 5" 8'-0" O.C., TYP. 1'-6" ELEVATION C.I.P CONCRETE FOUNDATION 95% PROCTOR COMPACTED SUBGRADE F-101 2" THICK MORTAR BED EXPANSION JOINT, TYP.2'-4"6"2"4"4"3'-0"36'-51 2" 71 2"3"8'-0"PBS66 SIMPSON STRONG TIE POST BASE; INSTALL PER MANUFACTURERS RECOMMENDATIONS AND FASTENER SCHEDULE HEARTH BEYOND, SEE DETAIL 5" 2'-0" ELEVATION 2 X 10 BEAM 6 X6 POST 2 X 3 SLATS; 16" O.C. 2 X 8 JOIST; 16" O.C. 1'-6" C.I.P CONCRETE FOUNDATION 95% PROCTOR COMPACTED SUBGRADE PBS66 SIMPSON STRONG TIE POST BASE; INSTALL PER MANUFACTURERS RECOMMENDATIONS AND FASTENER SCHEDULE 2" THICK MORTAR BED EXPANSION JOINT, TYP.2'-4"6"2"3'-0"16'-3" 71 2"9'-0"4" 15'-0" 10" 1'-31 4"12'-01 4"1'-3" 2 X 3 SLATS; 16" O.C. 2 X 8 JOIST; 16" O.C. 2 X 10 BEAM 6 X6 POST SECTION HEARTH, SEE DETAIL 4" 4" 8'-0" 3'-51 4" 2 X 8 JOIST; 16" O.C. 2 X 10 BEAM 6 X6 POST SECTION3"8'-0"8"1'-3"3'-0"2x10 BEAM NOTCHED 3" INTO 2x8 JOISTS 2x8 JOIST WITH 3" NOTCH TO RECEIVE BEAMS 2x3 SLATS BEAM TO BE ATTACHED TO JOIST WITH STAINLESS STEEL ANCHORS 6x6 POST 2x10 BEAMS CONNECTED TO 6x6 POST BEAM TO BE ATTACHED TO POST WITH STAINLESS STEEL ANCHORS L4.1HARDSCAPEDETAILS &FURNISHINGSPOOL AMENITYAT NORTH END©1/2" = 1'-0" PERGOLA 'A'1 1/2" = 1'-0" PERGOLA 'B'3 1" = 1'-0" WOOD CONNECTIONS2 1/3/2024 POOL DESIGN BY OTHERS CONCRETE PAVING POOL BUILDING, SEE PLAN FOR DETAIL LANDSCAPE BED, SEE LANDSCAPE PLAN FOR DETAIL 4" OCTAGONAL FUSE BOX LI-101 2X10 BEAM, SEE PERGOLA DETAIL 2X6 COVER TO ANCHOR FUSE BOX LI-101 3'-0"1'-2" 1" 95% PROCTOR COMPACTED SUBGRADE PVC CONDUIT REINFORCED C.I.P CONCRETE FOUNDATION L4.2HARDSCAPEDETAILS &FURNISHINGSPOOL AMENITYAT NORTH END©1/4" = 1'-0" POOL DECK CROSS SECTION1 1/2" = 1'-0" CONCRETE STEPS - NOT USED 2 NTS DOWNLIGHT3 LI-101 NTS LIGHTED BOLLARD4 LI-101 F-101 SF-112 SF-108 1/3/2024 SF-101 SF-101 SF-102 SF-102 SF-102 SF-103 SF-104 SF-104 SF-104 SF-105 SF-106 SF-106 SF-107 SF-101 SF-101 L4.3HARDSCAPEDETAILS &FURNISHINGSPOOL AMENITYAT NORTH END©NTS POOL LOUNGER1 NTS SIDE TABLE2 NTS DINING CHAIR3 NTS CAFE TABLE6NTS COFFEE TABLE5 NTS IN-POOL LOUNGER4 NTS LOVESEAT9NTS ARMCHAIR8 SF-103 SF-102 SF-101 SF-104 SF-105 SF-111 SF-107 SF-106 1/3/2024 CMU BACKING 27" FLAT COPING BY MODERN PRECAST 3 5 8" METAL STUD FRAME 0"2'-0"6'-0"3"F-101 STONE VENEER BRICK VENEER 5 8" CEMENT BOARD 95% PROCTOR COMPACTED SUBGRADE #53 COMPACTED AGGREGATE BASE CONCRETE PAVING REINFORCED C.I.P CONCRETE FOUNDATION 6'-0" 18" FLAT COPING BY MODERN PRECAST 1'-6"6"4"4"10'-21 2"1'-2" SF-112 LIMESTONE CAP WITH 2" OVERHANG, TYP.; SLOPE FRONT TO BACK 1 8" PER FOOT TO DRAIN REINFORCED C.I.P CONCRETE FOUNDATION BRICK VENEER 5 8" CEMENT BOARD 3 5 8" METAL STUD FRAME 95% PROCTOR COMPACTED SUBGRADE #53 COMPACTED AGGREGATE BASE CONCRETE PAVING #53 COMPACTED AGGREGATE BASE1'-6"6"2'-11"4"4"WALL IN FRONT 2'-3" SF-112 L4.4HARDSCAPEDETAILS &FURNISHINGSPOOL AMENITYAT NORTH END©1/2" = 1'-0" HEARTH1 SF-106 NTS FIREPLACE INSERT2 MERIDIAN BRICK CALVALRY GRAY VENEER 1/3/2024