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Home My WebLink About8635 - Bowling Green Park Marsterplan - StampedNOTESDRAWNDESIGNDATE SCALE FILE NO. DATENO.REVISION CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.ISSUE COVER SHEET CITY OF DENTON BOWLING GREEN STREET & AUBURN DRIVE, DENTON, TX PREPARED BY DAT SUBMITTAL FOR BOWLING GREEN PARK IMPROVEMENTS CITY OF DENTON, DENTON COUNTY, TEXAS JULY 2025 FOR A PESDNAACERDL R XT EFOGERIA TS TE ASETTCCETSIH 222 5TRICI VI L ERWAA.O CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSEL M S T . WINDSO R D R . AUBURN LN.BOWLING GREEN ST.MALONE ST.PARKSIDE DR.HINKLE DR.HIGHWAY 77UNIVERSITY DR.BONNIE BRAE ST.PROJECT LOCATION C1.00 NOTE: THE DETAIL SHEETS SPECIFICALLY IDENTIFIED ABOVE HAVE BEEN SELECTED BY ME UNDER MY RESPONSIBLE SUPERVISION AS BEING APPLICABLE TO THIS PROJECT. NOTESDRAWNDESIGNDATE SCALE FILE NO. DATENO.REVISION CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.ISSUE INDEX C1.01 CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSBOWLING GREEN IMPROVEMENTS CITY OF DENTON, DENTON COUNTY, TEXAS SHEET INDEX SHEET NUMBER SHEET TITLE PROVIDED NOT PROVIDED ISSUE DATE03/04/2022 - 1ST DAT REVIEW/100% CD'SCOVER SHEET 09/17/2024 - 2ND PARD REVIEWC1.01 INDEX TPP.01 OVERALL TREE SURVEY KEY PLAN TPP.02 TREE SURVEY PLAN TPP.03 TREE SURVEY PLAN TPP.04 TREE SURVEY PLAN TPP.05 TREE SURVEY PLAN TPP.06 TREE INVENTORY AND DETAILS C5.01 DEMOLITION PLAN C14.01 OVERALL PAVING KEY PLAN C14.02 PAVING PLAN C14.03 PAVING PLAN C14.04 PAVING PLAN C14.05 PAVING PLAN C14.07 HARDSCAPE DETAILS C14.08 HARDSCAPE DETAILS C14.09 HARDSCAPE DETAILS C14.10 HARDSCAPE DETAILS C14.11 HARDSCAPE DETAILS C14.12 HARDSCAPE DETAILS C9.01 OVERALL LANDSCAPE GRADING KEY PLAN C9.02 LANDSCAPE GRADING PLAN C9.03 LANDSCAPE GRADING PLAN C9.04 LANDSCAPE GRADING PLAN C9.05 LANDSCAPE GRADING PLAN SHEET INDEX SHEET NUMBER SHEET TITLE PROVIDED NOT PROVIDED ISSUE DATEOVERALL LANDSCAPE KEY PLAN L1.02 LANDSCAPE PLAN L1.03 LANDSCAPE PLAN L1.04 LANDSCAPE PLAN L1.05 LANDSCAPE PLAN L1.06 LANDSCAPE DETAILS IR1.01 OVERALL IRRIGATION KEY PLAN IR1.02 IRRIGATION PLAN IR1.03 IRRIGATION PLAN IR1.04 IRRIGATION PLAN IR1.05 IRRIGATION PLAN IR1.06 IRRIGATION DETAILS L1.01 C2.01 GENERAL NOTES C1.00 C8.01 EXISTING DRAINAGE AREA MAP C8.02 PROPOSED DRAINAGE AREA MAP C17.01 OVERALL EROSION CONTROL PLAN C17.02 C17.03 C17.04 EROSION CONTROL PLAN EROSION CONTROL PLAN EROSION CONTROL PLAN C14.13 PEDESTRIAN BRIDGE DETAIL C11.01 C17.05 STORM SEWER PLAN EROSION CONTROL PLAN 03/04/2022 - 1ST DAT REVIEW/100% CD'S09/17/2024 - 2ND PARD REVIEWEND OF SET CITY STANDARD DETAIL SHEETS C6.01 OVERALL SITE PLAN C8.03 CONSTRUCTION DRAINAGE AREA MAP C11.50 STORM DETAILS E.00 SYMBOLS & ABBREVIATIONS E.01 ELECTRICAL SITE PLAN E.02 ELECTRICAL SINGLE-LINE DIAGRAM 04/04/2025 - 3RD PARD REVIEWE.03 PHOTOMETRIC PLAN04/04/2025 - 3RD PARD REVIEWA PESDNAACERDL R XT EFOGERIA TS TE ASETTCCETSIH 222 5TRICI VI L ERWAA.O C14.06 ENLARGEMENT - DIMENSIONAL CONTROL C11.51 STORM DETAILS C17.50 EROSION CONTROL DETAILS 06/17/2025 - 2ND DAT REVIEW/100% CD'S06/17/2025 - 2ND DAT REVIEW/100% CD'SS002 ABUTMENT PLANS AND DETAILS S001 GENERAL NOTES 07/22/2025 - DAT REVIEW/100% CD'S07/22/2025 - DAT REVIEW/100% CD'S EXISTING HOSE BIBS TO BE REMOVED FROM EXISTING GARDEN SAWCUT EXISTING CURB FOR HANDICAP RAMP EXISTING VALVES TO BE REMOVEDSEE L5.01 FOR RECONNECTION -SALVAGE AND RE-USE BACKFLOW INSULATION BOX SAWCUT 1' FROM END FOR CLEANTRANSITION TONEW CONCRETE EXISTING TREES TO REMAINAND BE PROTECTEDTHROUGHOUT CONSTRUCTION SAWCUT ANDREMOVE PAVING FORPARKING ISLAND CONTRACTOR TO REMOVE BENCH, COORDINATE STORAGE OF BENCH WITH CITY STAFF. SAWCUT AND REMOVE CONCRETE PAVING, REF. PAVING PLANS. TREE PROTECTION FENCING, TYP.REFER TO TPP.02 EXISTING PLAYGROUNDS TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION EXISTING PLAYGROUNDS TOREMAIN AND BE PROTECTEDTHROUGHOUT CONSTRUCTION 10'-1"5'-0 "4'-0 " 10'-6" EXISTING SIGN #3 TO REMOVE AND RELOCATE PER OWNER'S DIRECTION EXISTING SIDEWALK TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION. CONTRACTOR TOKEEP CLEAN AND OPEN TO THE PUBLIC.ANY DAMAGE, DUE TO CONSTRUCTION ACTIVITIES, SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE. EXISTING SIGN #2,REMOVE ANDRELOCATED PER C14.02 EXISTING SIGN #1,REMOVE AND RELOCATED PER C14.02 21'-2"8'-5" 1'-7"42'-0"EXISTING GUARDRAIL TO BE REMOVED SAWCUT 1' FROM END FOR CLEAN TRANSITION TO NEW CONCRETE 29'-10" SAW AND REMOVE PAVING FOR PARKING ISLAND, REF. C14.023'-5"2 7 ' - 1 0 " 22'-8"20'-4"1. CONTRACTOR IS TO REVIEW ALL GENERAL NOTES PRIOR TO BEGINNING WORK. 2. CONTRACTOR RESPONSIBLE FOR ANY DAMAGE TO TREES THAT ARE TO BE RELOCATED.CONTRACTOR TO INSTALL NEW TREE OF EQUIVALENT SIZE IF DAMAGED DURING RELOCATION. 3. CONTRACTOR RESPONSIBLE FOR COORDINATING CONSTRUCTION DELIVERY & SERVICE ACCESS. CONTRACTOR RESPONSIBLE FOR ANY DAMAGE INCURRED TO FACILITIES & RETURN TO PRE-CONSTRUCTION CONDITIONS. 4. SAWCUT AND REMOVE ALL EXISTING SIDEWALKS AND PAVEMENT AS SHOWN ON THEPLANS. COORDINATE TEMPORARY UTILITY SHUT DOWN IN ADVANCEMENT OWNER'SREPRESENTATIVE. 5. CONSULT THE DIMENSIONAL CONTROL PLAN. VERIFY THE PORTION OF EXISTING CONCRETE CURBS AND PAVEMENT WHICH ARE TO REMAIN. 6. COORDINATE WITH LOCAL POWER, TELEPHONE, CABLE, AND GAS COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES. 7. ALL UTILITIES SHOULD BE CUT AND PLUGGED IN ACCORDANCE WITH THEIR RESPECTIVEUTILITY COMPANY REQUIREMENTS PRIOR TO DEMOLITION. 8. CONTRACTOR TO PLUG ALL EXISTING EXPOSED ENDS OF ABANDONED UTILITIES, IF ANY. CONTRACTOR TO DETERMINE SOURCE OF ALL EXPOSED UTILITIES AND, IF REQUIRED, DEMOLITION GENERAL NOTES BOWLING GREEN ST. TREE PROTECTION FENCING, TYP. REFER TO TPP.04 SAWCUT & REMOVEEXISTING SIDEWALK AS SHOWN SAWCUTEXISTINGCURB 8'-0" 7'-10"25'-7" CONTRACTOR TO PLUG ALL EXISTING EXPOSED ENDS OF ABANDONED UTILITIES, IF ANY. 9. CONTRACTOR TO DETERMINE SOURCE OF ALL EXPOSED UTILITIES AND, IF REQUIRED,RECONNECT TO PROPOSED UTILITIES. 10. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND LEGAL DISPOSAL OF ALL THE UNSUITABLE MATERIALS FROM THE PROJECT SITE. CONTRACTOR SHALL CONTACT ALL LOCAL AUTHORITIES TO DETERMINE DISPOSAL REQUIREMENTS. 11. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING AND MAINTAINING EROSION CONTROL MEASURES ON THE SITE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCALREGULATIONS UNTIL THE SITE HAS BEEN STABILIZED. 12. CONTRACTOR IS RESPONSIBLE FOR GRADING ALL DISTURBED AREAS TO ALLOW FORPOSITIVE DRAINAGE. GRADING SLOPES ARE NOT TO EXCEED 3:1. 13. AREAS EXCAVATED FOR FOUNDATION OR UNDERGROUND STRUCTURE REMOVAL SHALL BE BACK-FILLED AND COMPACTED TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY. 14. CONTRACTOR IS RESPONSIBLE FOR SECURITY OF THE SITE DURING DEMOLITION ACTIVITIES AND UNTIL SUBSTANTIAL COMPLETION. 15. ALL WORK, UNLESS OTHERWISE NOTED, SHALL CONFORM TO THE STANDARDSPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ISSUED BY THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS AND CITY STANDARD CONSTRUCTION SPECIFICATIONS. 16. THE HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING SUBSURFACE UTILITIES HAVE BEEN DETERMINED FROM DATA RECORDED BY OTHERS. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL UTILITY MAINS, MANHOLES, CLEANOUTS, VALVEBOXES, AND FIRE HYDRANTS, ETC. IN THE AREA OF DEMOLITION. BOWLING GREEN ST. SAWCUT AND REMOVE SLAB TO EXTENTS NECESSARY TO PROVIDE 2%MAX CROSS SLOPE AND MEET ADA.LIMITS SHOWN ARE APPROXIMATE - CONTRACTOR TO VERIFY AND ADJUST AT NO ADDITIONAL COST TO OWNER. TREE PROTECTION FENCING, TYP. REFER TO TPP.037'-11"84'-1" DEMOLITION PLAN C5.01 1 DEMOLITION PLAN 1 20'-0 DEMOLITION PLAN C5.01 CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. A PESDNAACERDL R XT EFOGERIATSTE ASETTCCETSIH 222 5TRICI VI L ERWAA.O CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS 3 DEMOLITION PLAN 1 20'-0WINDSOR DR . BOWLING GREEN ST.AUBURN ST.KEY MAP: 1/C5.01 3/C5.012/C5.01 2 DEMOLITION PLAN 1 20'-0 NOTE: EACH EXISTING TREE TO BE CLEARLY TAGGED WITH IT'S CORRESPONDING NUMBER IN THE FIELD. HHHHHH HH HHHH HHADA ADA HC HC LIMITS OF DISTURBANCE IMPACT AREA FLOODWAY FLOODPLAIN MATCHLINE LEGEND: GARDCO OPTIFORM PLAYGROUND AREA LIGHT FIXTURE GARDCO PUREFORM LED POST TOP GARDEN LIGHTING PUREFORM LED BOLLARD PBL PEDESTRIAN LIGHT FIXTURE LIGHTING LEGEND: J ELECTRICAL CONDUIT AND EQUIPMENT. REFER TO SHEETS E.00 - E.04 FOR ELECTRICALPLANS AND DETAILS. HH HHHH HHHH HHHH HHHH 11,059 sfBP 7CI 39LS 41RO 86SG2 86SG2 65DH 3UC2 1UC2 205 sfTX 1,371 sfTX 155 sfTX 11,059 sfBP 11,059 sf BP 5UC2 5PI 5PM2 5MM 4MD2 SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE/COND.REMARKS TREES CI 7 Carya illinoinensisPecan 3" CAL / B&B SINGLE, STRAIGHT LEADER,MATCHING, PLANT A MINIMUM OF 2 TYPE 1 OR TYPE 2 PECAN TREES MD2 4 Malus x domestica 'Gala' Gala Apple 3" CAL / B&B SINGLE, STRAIGHT LEADER, MATCHING MM 5 Malus x domestica 'Mollie's Delicious'Mollie's Delicious Apple 3" CAL / B&B SINGLE, STRAIGHT LEADER,MATCHING PI 5 Prunus persica 'Harvester' TM Harvester Peach 3" CAL / B&B SINGLE, STRAIGHT LEADER, MATCHING PM2 5 Prunus salicina 'Methley' Methley Plum 3" CAL / B&B SINGLE, STRAIGHT LEADER, MATCHING UC2 9 Ulmus crassifoliaCedar Elm 3" CAL / B&B MATCHED, WELL BRANCHED,STRONG CENTRAL LEADER SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE SPACING REMARKS SHRUBS LS 39 Leucophyllum frutescens `Silverado` Texas Sage 3 gal 48" o.c.FULL, MATCHING RO 41 Rosmarinus officinalis `Tuscan Blue`Tuscan Blue Rosemary 3 gal 48" o.c.FULL, MATCHING SG2 172 Salvia greggii Autumn Sage 1 gal 24" o.c.FULL, MATCHING GROUND COVERS DH 65 Dichondra x `Silver Falls` Creeping Thyme 1 gal 18" o.c.FULL, MATCHING PLANT SCHEDULE LIMITS OF DISTURBANCE IMPACT AREA FLOODWAY FLOODPLAIN MATCHLINE LEGEND: SOD/SEED BP 123,901 sf Buchloe dactyloides `Prestige` Buffalo Grass sod SOLID, ROLLED TIGHT, SAND FILLED JOINTS, 100% WEED, PEST AND DISEASE FREE TX 1,867 sf Texas Native Landscape Bed By Others seed CONTRACTOR TO PREP AREA FOR SEED AND LEAVE FREE OF DEBRISREADY TO BE PLANTED. *QUANTITIES SHOWN BASED ON LIMITS OF GRADING. CONTRACTOR IS RESPONSIBLE TO PLANT ANDESTABLISH, AT NO ADDITIONAL COST TO THE OWNER, ANY FURTHER AREAS DISTURBED BY HIS ACTIVITIES. * C6.01 CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. A PESDNAACERDL R XT EFOGERIATSTE ASETTCCETSIH 222 5TRICI VI L ERWAA.O CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS OVERALL SITE PLAN C6.01 1 OVERALL SITE PLAN 1" 50'-0"Ԁ NOTE: MEETS AND BOUNDS UNAVAILABLE PER THE SURVEY PROVIDED BY THE CITY OF DENTON AT THE START OF THISPROJECT. NOTE: NO ZONING COMPLIANCE PLAN HAS BEEN SUBMITTED OR APPROVED AS THIS PROJECT IS FOR PUBLIC USE. OVERALL SITE PLAN SHOWN FORCLARITY OF SITE DATA AND LANDSCAPEREQUIREMENTS. ROW TREE 111'-7"DEVELOPMENT IMPACT AREA DEVELOPMENT IMPACT AREA DEVELOPMENT IMPACT AREA DEVEL O P M E N T I M P A C T A R E A EXISTING PRESERVED TREES, TYP. REFER TO C14.01-C14.12 &L1.01-L1.06 FOR DETAILS PAVING AND LANDSCAPE PLANS AND DETAILS. REFER TOCIVIL, TYP. EXISTING PLAYGROUND 46'-0"APPROX.EASEMENT 16'-3"APPROX.EASEMENT BOWLING GREEN ST.AUBURN ST. © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS NOTESDRAWNDESIGNDATESCALEFILENO.CITY OF DENTON, DENTON COUNTY, TEXASDATENO.REVISIONDATENO.ISSUECITY OF DENTONBOWLING GREEN PARK IMPROVEMENTSC8.01EXISTING DRAINAGE AREA MAP © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS ADA ADA HC HC DEVELOPMENT IMPACT AREA DEVELOPMENT IMPACT AREADEVELOP M E N T I M P A C T A R E A DEVELOPMENT IMPACT AREA DEVELOPMENT IMPACT AREA DEVELOPME N T I M P A C T A R E A DEVELOPMENT IMPA C T A R E A DEVELOPMENT IMPACT AREADEV E L O P M E N T I M P A C T A R E A DEV E LOPME N T IM PAC T A REA DEVELOPME N T I M P A C T A R E A DEVELOPMENT IMPACT AREA DEVELOPMENT IMPACT AREA LIMIT OF FLOODWAY LIMIT OF FLO O D P L A I N LIMIT OF F L O O D W A YLIMIT OF FLOODPLAINLIMIT OF FLOODWAY LIMIT OF FLOOD P L A I N LIMIT OF FLOODWAY PBLI M I T O F FL O O D P L A I N DEVELO P M E N T IMPACT AREA NOTESDRAWNDESIGNDATESCALEFILENO.CITY OF DENTON, DENTON COUNTY, TEXASDATENO.REVISIONDATENO.ISSUECITY OF DENTONBOWLING GREEN PARK IMPROVEMENTSC8.02PROPOSED DRAINAGE AREA MAP © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS NOTESDRAWNDESIGNDATESCALEFILENO.CITY OF DENTON, DENTON COUNTY, TEXASDATENO.REVISIONDATENO.ISSUECITY OF DENTONBOWLING GREEN PARK IMPROVEMENTSC8.03CONSTRUCTION DRAINAGE AREA MAP AUBURN ST.BOWLING GREEN ST.BOWLING GREEN ST. BOWLIN G G R E E N S T.WINDSOR DR.1.2.3.4.5.6.7.LAYOUT & DIMENSION GENERAL NOTESADA ADA HC HC LIMITS OF DISTURBANCEIMPACT AREA FLOODWAY FLOODPLAIN MATCHLINE LEGEND:GARDCO OPTIFORM PLAYGROUND AREA LIGHT FIXTURE GARDCO PUREFORM LED POST TOP GARDEN LIGHTING PUREFORM LED BOLLARD PBLPEDESTRIAN LIGHT FIXTURE LIGHTING LEGEND: 1. UNLESS NOTED, ALL FILL IS TO BE COMPACTED TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY WITHIN 3% OF OPTIMUM MOISTURE CONTENT. FILL TO BE PLACED IN MAXIMUM LIFTS OF 6 INCHES. 2. SIDEWALKS AND ACCESSIBLE ROUTES SHALL HAVE A RUNNING SLOPE NO GREATER THAN 5% (UNLESS OTHERWISE NOTED) AND A CROSS SLOPE NO GREATER THAN 2%. 3. GRADING OF ALL HANDICAPPED SPACES AND ROUTES TO CONFORM TOFEDERAL, STATE, AND LOCAL GUIDELINES. 4. ALL PROPOSED AND EXISTING GRADES IN NON-PAVED AREAS ARE "FINISHED GRADE" (i.e. IN LANDSCAPE BEDS, TOP OF MULCH/BEDDING MATERIAL). 5. UNLESS NOTED, STORM DRAIN LINES SHALL BE OF THE FOLLOWING MATERIALS AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS: 5.A. RCP C-76, CLASS III5.B. ADS N-125.C. HANCOR HI-Q5.D. CONTECH ALUMINIZED ULTRA FLOW 6. FINAL PAVING, CURB, AND SIDEWALK ELEVATIONS WILL BE PLACED AT PLUS OR MINUS 0.03 FOOT. 7. REFER TO LANDSCAPE DRAWINGS FOR SEEDING AND SODDING REQUIREMENTS. 8. ANY CONCRETE, ROCK, OR MATERIAL DEEMED BY THE ENGINEER TO BEUNSUITABLE FOR SUBGRADE SHALL BE DISPOSED OF OFFSITE ATCONTRACTOR'S EXPENSE. 9. TRENCH BACKFILL MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM 504.2 AND SHALL BE MECHANICALLY COMPACTED IN 6-INCH LIFTS TO THE TOP OF SUBGRADE TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY IN ACCORDANCE WITH NCTCOG ITEM 504.5 UNLESS OTHERWISE SHOWN ON THESE PLANS OR STATED IN THE STANDARD CITY SPECIFICATIONS. GRADING & DRAINAGE GENERAL NOTES LIMITS OF DISTURBANCE IMPACT AREA FLOODWAY FLOODPLAIN MATCHLINE LEGEND: C9.01 1 OVERALL LANDSCAPE GRADING KEY PLAN 1" 80'-0"Ԁ OVERALL LANDSCAPE GRADING KEY PLAN C9.01 CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. A PESDNAACERDL R XT EFOGERIATSTE ASETTCCETSIH 222 5TRICI VI L ERWAA.O CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS C9.02 C9.03 C9.04 C9.05 AUBURN ST.BOWLING GREEN ST. 16'-3"APPROX. EASEMENTHHHHHH HH HHHH HHADA ADA HC HC DEVELOPMENT IMPACT AREA DEVEL O P M E N T I M P A C T A R E ADEVELOPMENT IMPACT AREADEVELO P M E N T I M P A C T A R E A DEVELOPMENT IMPACT AREA LIMIT OF FLOODWAY LIMIT OF F L O O D P L A I N LIMIT OF FLOODPLAINJ ELECTRICAL CONDUIT AND EQUIPMENT. REFER TO SHEETS E.00 - E.04 FOR ELECTRICAL PLANS AND DETAILS. HH HHHH HHHH HHHH HHHH 664.1 MG 663. MG 663.0 TP 664.6 MG 664.40 MG 661. TP 661. TP 664.0 TC 663. MG 663.1 MG 663.00 TP 663.4 TP 663.6 TP 663. TP 66.0 TP 661.0 TP 66. TP 663.3 TP MG 664.60 MG MG MG MG MG EXISTING SIDEWAL. EXISTING SIDEWAL. EXISTING SIDEWAL. 66. MG66. MG 664.0 MG EXISTING SLAB POURED AFTER SURVEY - CONTRACTOR TO VERIFY 663.43 MG 663. TC 66. G 663.3 TC 66. G 663.43 TC 66.3 G 663.0 TP 663.13 TP 663.14 TP 663.6 TC 663.1 MG 664.00 TC 663.0 MG 663. MG 1.1.4 0. 663.00 TP 663.00 TP 663.10 TP 663.1 TP 663.3 TP 663.3 TP 664.33 MG 1.0 EXISTING SLAB POURED AFTER SURVEY - CONTRACTOR TO VERIFY 1.66. MG 66.4 MG 663.4 MG 663.3 MG 663.1 MG 663.4 MG 663.00663.0066.0 0 663.10 EL 66.00 663. TP 664.0 TP 664.3 TP 664.0 TP 664.0 EL 663.6 EL 664.00 TP 664.0 TP 664. FFE 664.0 EL 66.0 EL 663.3 EL 663.0 EL 664.0 TP 664.4 TP 664.0 TP 66.0 EL 663.0 EL 663. EL 664.0 EL 664.3 TP 664.0 TP 664.0 TP 664.60 TP 664.0 TP 664.0 TP 664.0 TP 66.03 TP 66.1 TP 664.0 TP 664.30 EL 663. EL 664.0 EL 66. TP 664.0 EL 66. TP 66.30 TP 664.0 TP 66.1 EL 663.4 TP 1.01.01.01.0 664.0 EL 664.3 EL 663.0 MG 663.0 MG 663.06 MG . 0. 0. 664.0 EL 1. 1.11.00.1.0. 1.60.1.11. 1.0. 1.1 664. EL 0.6.3 1. 1.10.664. TP 0. 0.1.01.664.0 EL1.11.1.01.10.41..01. 1.10.1. 1. 1. 1 1. 0.0. 1.31.1 0.664.00 663.0 TP 663.6 TP 663. TP LIMITS OF DISTURBANCE IMPACT AREA FLOODWAY FLOODPLAIN MATCHLINE LEGEND: TW TOP OF WALLBW BOTTOM OF WALLMG MATCH GRADETYP. TYPICAL P.A. PLANTING AREA TP TOP OF PAVEMENT EL ELEVATION TC TOP OF CURB G GUTTERPROPOSED SPOT ELEVATIONPROPOSED CONTOUR EXISTING CONTOUR 1+00 STATION POINT DIRECTION AND PERCENTAGE OF SLOPE DRAINAGE ARROW LEGEND X.X LANDSCAPE GRADING PLAN C9.02 1 LANDSCAPE GRADING PLAN 1" 0'-0"LANDSCAPE GRADING PLAN C9.02 CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. A PESDNAACERDL R XT EFOGERIATSTE ASETTCCETSIH 222 5TRICI VI L ERWAA.O CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTSMATCHLINE - SEE SHEET C9.03MATCHLINE - SEE SHEET C9.05 BOWLING GREEN ST. DEVELOPMENT IMPACT ARE A DEVELOPMENT IMPACT AREA DEVELOPMENT IMPACT AR E A LIMIT OF FLOODWAY LIMIT OF F L O O D P L A I N L IM I T O F F LOOD P L A I N . TP. TP . TP . TP .1 TP .0 TP . TP . TP .1 TP .0 TP . TP EXISTING SIDEWAL. . MG .1 MG .0 MG . MG1.1..00 .00 .00 .000.1 0. 0. 0. 0. TW TOP OF WALL BW BOTTOM OF WALL MG MATCH GRADETYP. TYPICALP.A. PLANTING AREATP TOP OF PAVEMENT EL ELEVATION TC TOP OF CURB G GUTTER PROPOSED SPOT ELEVATIONPROPOSED CONTOUREXISTING CONTOUR1+00 STATION POINTDIRECTION AND PERCENTAGE OF SLOPE LEGEND X.X LIMITS OF DISTURBANCE IMPACT AREA FLOODWAY FLOODPLAIN MATCHLINE LEGEND: LANDSCAPE GRADING PLAN C9.03 1 LANDSCAPE GRADING PLAN 1 0 0 LANDSCAPE GRADING PLAN C9.03 CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. A PESDNAACERDL R XT EFOGERIATSTE ASETTCCETSIH 222 5TRICI VI L ERWAA.O CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTSMATCHLINE - SEE SHEET C9.04MATCHLINE - SEE SHEET C9.02 BOWLI N G G R E E N S T.WINDSOR DR. DEVELO P M E N T I M P A C T A R E A DEVELOPMENT IM P A C T A R E A DE V E L O P M E N T I M P A C T A R E A DEVELOPMENT IMPACT AREA DEVELOPMENT IMPACT A R E A LIMIT OF FLOODWAY CITY STAFF TO COORDINATE WITH CONTRACTOR ON TRAIL AND GUY WIRE CONFLICT . TP . TP . TP . TP .1 TP . TP . TP . TP .1 TP . TP .0 TP .0 TP . TP .00.00.00.00.00.00.00.00 . 0 0 CROSS SLOPES NOT TO EXCEED CONTRACTOR TO FIELD VERIFY EXISTING SIDEWAL. .1 TP .10 TP .0 TP .0 TP .1 TP .0 TP .0 TP . TP . TP . TP . TP .0 TP .0 TP .0 TP .0 TP . TP CROSS SLOPES NOT TO EXCEED CONTRACTOR TO FIELD VERIFY.00.00 . 0 0 . 0 0 NO SURVEY POINTS FOR THIS LOCATION. CONTRACTOR TO SUBMIT PROPOSED CONNECTION AND INCLUDE IN BID..0 . 0. 1.1 0.0.1 . 0 1.0 . MG 0.0 MG TW TOP OF WALL BW BOTTOM OF WALL MG MATCH GRADETYP. TYPICALP.A. PLANTING AREA TP TOP OF PAVEMENT EL ELEVATION TC TOP OF CURB G GUTTER PROPOSED SPOT ELEVATION PROPOSED CONTOUREXISTING CONTOUR1+00 STATION POINT DIRECTION AND PERCENTAGE OF SLOPE LEGEND X.X LIMITS OF DISTURBANCEIMPACT AREA FLOODWAY FLOODPLAIN MATCHLINE LEGEND: LANDSCAPE GRADING PLAN C9.04 1 LANDSCAPE GRADING PLAN 1 0 0 LANDSCAPE GRADING PLAN C9.04 CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. A PESDNAACERDL R XT EFOGERIA TS TE ASETTCCETSIH 222 5TRICI VI L ERWAA.O CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTSMATCHLINE - SEE SHEET C9.03 46'-0"APPROX.EASEMENT DEVELOPMENT IMPACT AREALIMIT OF FL OOD WAY TW TOP OF WALL BW BOTTOM OF WALL MG MATCH GRADETYP. TYPICALP.A. PLANTING AREA TP TOP OF PAVEMENT EL ELEVATION TC TOP OF CURB G GUTTER PROPOSED SPOT ELEVATIONPROPOSED CONTOUREXISTING CONTOUR1+00 STATION POINT DIRECTION AND PERCENTAGE OF SLOPE LEGEND X.X LIMITS OF DISTURBANCE IMPACT AREA FLOODWAY FLOODPLAIN MATCHLINE LEGEND: LANDSCAPE GRADING PLAN C9.05 1 LANDSCAPE GRADING PLAN 1" 0'-0" LANDSCAPE GRADING PLAN C9.05 CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. A PESDNAACERDL R XT EFOGERIATSTE ASETTCCETSIH 222 5TRICI VI L ERWAA.O CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS MATCHLINE - SEE SHEET C9.02 NO GRADING PROPOSED ON THIS SHEET DEVELOPMENT IMPACT AREA 1.1%PROFILE: ST-1NOTESDRAWNDESIGNDATESCALEFILENO.CITY OF DENTON, DENTON COUNTY, TEXASDATENO.REVISIONDATENO.ISSUECITY OF DENTONBOWLING GREEN PARK IMPROVEMENTSC11.01STORM SEWER PLANGRADING & DRAINAGE GENERAL NOTES AUBURN ST.BOWLING GREEN ST.BOWLING GREEN ST.BOWLING G R E E N S T .WINDSOR DR . ADA ADA HC HC LIMITS OF DISTURBANCEIMPACT AREA FLOODWAY FLOODPLAIN MATCHLINE LEGEND:GARDCO OPTIFORM PLAYGROUND AREA LIGHT FIXTURE GARDCO PUREFORM LED POST TOP GARDEN LIGHTING PUREFORM LED BOLLARD PBLPEDESTRIAN LIGHT FIXTURE LIGHTING LEGEND: M 1. WRITTEN DIMENSIONS SHALL GOVERN OVER SCALED DIMENSIONS. 2. ALL IMPROVEMENTS SHALL BE STAKED IN THE FIELD BY THE CONTRACTOR ANDAPPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION OR INSTALLATION. NOTIFICATION SHALL BE PROVIDED TO THE LANDSCAPE ARCHITECT ONE WEEK PRIOR TO REVIEW. 3. CONTRACTOR SHALL VERIFY ALL UTILITIES SHOWN ON THE PLANS AS WELL HAVE THE SITE UTILITIES LOCATED ON THE GROUND PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. IN THE EVENT THAT THE CONTRACTOR DISCOVERS AN UNDERGROUND UTILITY THAT IS NOT REPRESENTED WITHIN THE CONSTRUCTION DOCUMENTS OR ASMARKED ON THE SITE, HE SHALL IMMEDIATELY CONTACT THE OWNERSREPRESENTATIVE TO DETERMINE NEXT STEPS PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN THE AREA OF THE NEWLY DISCOVERED UNDERGROUND UTILITY. 4. THE CONTRACTOR SHALL EXAMINE THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND DETAILS. 5. ALL DIMENSIONS ARE TO BACK OF CURB AND FACE OF BUILDING UNLESS OTHERWISE NOTED. 6. HANDICAP RAMPS TO BE LOCATED AND INSTALLED AS SHOWN IN DRAWINGS.CONTRACTOR SHALL ENSURE THAT ALL TAS/ADA GUIDELINES ARE FOLLOWED. 7. REINFORCEMENT SHALL BE PROVIDED IN THE CONCRETE IMPROVEMENTS AS SHOWN WITHIN THE CONSTRUCTION DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED CONTINUOUS THROUGH CONTROL JOINTS, AND PER DETAIL DRAWINGS FOR THE EXPANSION JOINTS. 8. EXPANSION JOINT AND CONTROL JOINT SPACING SHALL BE LOCATED AS SHOWN ON PLANS AND DETAILS. 9. CONTRACTOR SHALL PROVIDE AN EXPANSION JOINT WHERE PROPOSED CONCRETEMEETS EXISTING WALKS OR CURBS. 10. GRADING IMPROVEMENTS HAVE BEEN DESIGNED WITH THE INTENT OF THE FOLLOWING GUIDELINES: ·ALL WALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 2% IN THE DIRECTION OF THE DOWNHILL SIDE. ·THE RUNNING SLOPE OF THE WALKS SHALL BE NO GREATER THAN 5%. ·ALL GRADES SHALL BE FINISHED TO A SMOOTH, FLOWING CONTOUR,MAINTAINING FLOW PATTERNS THAT ALLOW THE WATER TO FLOW FROM PLANTED AREAS, ACROSS PAVED AREAS TO DRAINAGE COLLECTION POINTS AS DEPICTED IN THE CONSTRUCTION DOCUMENTS. 11. THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION ACTIVITIES FOR THE PROJECT. ACCUMULATION OF STANDING WATER WILL NOT BE PERMITTED. 12. THE CONTRACTOR IS TO LOCATE, DOCUMENT, AND PROTECT ALL CONTROL BENCHMARKS THROUGHOUT THE DURATION OF CONSTRUCTION ACTIVITIES. 13. ALL QUANTITIES PROVIDED ARE TO BE VERIFIED AND ARE THE RESPONSIBILITY OF THE CONTRACTOR. 14. IF DISCREPANCIES WITH PLAN AND MATERIAL/FURNISHING SCHEDULE SHOULD OCCUR, THE CONTRACTOR IS RESPONSIBLE TO VERIFY WITH LANDSCAPE ARCHITECT, PRIOR TO START OF CONSTRUCTION. LAYOUT & DIMENSION GENERAL NOTES CODE DESCRIPTION DETAIL EDGING 6" CONCRETE MOW CURB EDGE 3/C14.07 FENCE GUARDRAIL, 4' HT. GUARDRAIL FENCE - ECHELON MAJESTIC 3-RAIL, BY AMERISTAR. COLOR: BLACK. 2/C14.12 IRRIGATION HOSE BIB (REF. TO IRRIGATION PLANS/DETAILS)/ PAVING / SURFACING STANDARD GREY CONCRETE TRAIL - REFER TO STANDARDDETAILS, SIDEWALK DETAILS, P300 (END OF SET) STANDARD GREY REINFORCED CONCRETE PAVING 1/C14.07 COMPACTED DECOMPOSED GRANITE PATH, 3" DEPTH COMPACTED IN LIFTS 4/C14.07 CITY STANDARD 6" CONCRETE CURB AND GUTTER - REFER TO STANDARD DETAILS, CURB & GUTTER AND JOINT DETAILS, T201A (END OF SET) CITY STANDARD PAVEMENT PARKING STRIPING, 4" WIDTH CITY STANDARD HANDICAP CURB RAMP TYPE III, REFER TOSTANDARD DETAILS, SIDEWALK DETAILS, P103 (END OF SET) CITY STANDARD PARALLEL CURB RAMP WITH A 2` DETECTABLE WARNING STRIP AT CURB VEHICULAR CONCRETE CURB AND GUTTER TO REPLACEREMOVED PAVING. SITE FURNISHINGS PICNIC TABLE, STEEL SLAT PEDESTAL TABLE, STANDARD. BYNORTHGATE. COLOR: BLACK.1/C14.11 PICNIC TABLE, STEEL SLAT PEDESTAL TABLE, ADA. BYNORTHGATE. COLOR: BLACK.2/C14.10 REMOVEABLE BOLLARD, BY DUMOR INC. COLOR: TEXTUREDGREY 2/C14.08 BIKE RACKS, BY DUMOR INC.1/C14.12 13' X 9' CONCRETE COMPOST STORAGE PAD 1/C14.09 6' STEEL SLAT STRAIGHT BACK PARK BENCH BY NORTHGATE. COLOR: BLACK ONYX 1/C14.10 TRASH RECEPTACLE WITH RECYCLED PLASTIC SLATS, DOTY & SONS INC. MONDEL RP-2844 2/C14.11 STRUCTURE 40` X 40` COVERED PAVILION, BY ROMTEC, CROSS SHAPED (OR APPROVED EQUAL) 1/C14.08 90` PREFABRICATED PEDESTRIAN BRIDGE BY CONTECH (OR APPROVED EQUAL) 1/C14.13 WALL RAISED ACCESSIBLE GARDEN BED, 18" HEIGHT CAST IN PLACE CONCRETE WALL. 3/C14.07 RAISED ACCESSIBLE GARDEN BED, 30" HEIGHT CAST IN PLACE CONCRETE WALL. 3/C14.07 E-101 F-101 I-101 P-101 P-102 P-103 P-104 P-105 P-106 P-107 P-108 S-101 S-102 S-103 S-104 S-105 S-106 S-107 ST-101 ST-102 W-101 W-102 REFERENCE NOTES LEGEND POINT DESCRIPTION NORTHING EASTING 1 8' CONCRETE SIDEWALK N 7135432.5581 E 2381625.9295 2 CENTER OF PAVILION N 7135574.3191 E 2381625.6908 3 8` CONCRETESIDEWALK N 7135611.4089 E 2381487.2698 4 10` CONCRETESIDEWALK N 7135539.0259 E 2381757.4181 5 10` CONCRETE SIDEWALK N 7135486.6112 E 2381746.0774 6 10` CONCRETE SIDEWALK N 7135460.4063 E 2381731.6424 7 10` CONCRETE SIDEWALK N 7135428.5025 E 2381713.1939 8 10` CONCRETETRAIL N 7135404.4661 E 2381707.9048 9 10` CONCRETE TRAIL N 7135571.5481 E 2381763.8466 10 10` CONCRETE TRAIL N 7135589.9835 E 2381764.5338 11 10` CONCRETE TRAIL N 7135687.2706 E 2381736.3633 12 10` CONCRETE TRAIL N 7135754.4972 E 2381700.8876 13 10` CONCRETE TRAIL N 7135809.2893 E 2381671.9736 14 10` CONCRETE TRAIL N 7135880.6954 E 2381601.4950 15 10` CONCRETE TRAIL N 7135956.6435 E 2381558.2076 16 10` CONCRETE TRAIL N 7136263.9320 E 2381545.9557 17 10' CONCRETETRAIL N 7136309.1958 E 2381544.1512 18 10` CONCRETETRAIL N 7136319.5413 E 2381544.5187 19 10' CONCRETETRAIL N 7136348.6503 E 2381557.3786 20 10' CONCRETETRAIL N 7136396.4533 E 2381581.9090 21 10` CONCRETETRAIL N 7136444.2801 E 2381589.0129 22 10` CONCRETE TRAIL N 7136550.9006 E 2381590.9014 23 10' CONCRETETRAIL N 7136580.9418 E 2381587.4476 24 10' CONCRETE TRAIL N 7136628.0562 E 2381580.2174 25 10' CONCRETE TRAIL N 7136670.2727 E 2381526.3372 26 10` CONCRETE TRAIL N 7136667.7124 E 2381497.7396 27 10` CONCRETE TRAIL N 7136650.5039 E 2381472.1443 28 10` CONCRETE TRAIL N 7136619.7039 E 2381459.0455 29 10` CONCRETE TRAIL N 7136587.1303 E 2381461.3529 30 10` CONCRETE TRAIL N 7136542.6078 E 2381481.9616 31 10` CONCRETE TRAIL N 7136513.6642 E 2381496.2875 32 10` CONCRETETRAIL N 7136516.4517 E 2381472.1224 33 10` CONCRETETRAIL N 7136683.1443 E 2381486.8143 34 10' CONCRETETRAIL N 7136715.8310 E 2381501.5050 35 10' CONCRETETRAIL N 7136755.2204 E 2381507.0678 10` CONCRETE N 7136849.6222 E 2381498.2090 NORTHING/EASTING POINT SCHEDULE POINT DESCRIPTION NORTHING EASTING NORTHING/EASTING POINT SCHEDULE LAYOUT & DIMENSION GENERAL NOTESTRAIL3610` CONCRETETRAIL N 7136849.6222 E 2381498.2090 37 8' CONCRETE SIDEWALK N 7135549.4484 E 2381623.1514 38 8` CONCRETESIDEWLAK N 7135580.7908 E 2381601.5430 39 5` GRAVEL PATH N 7135598.4684 E 2381619.2248 40 5' GRAVEL PATH N 7135591.9919 E 2381643.3737 41 8' CONCRETE SIDEWALK N 7135567.8503 E 2381649.8394 42 FRONT CENTER OF PAVILION N 7135598.4630 E 2381632.1772 43 CONCRETE PADFOR SEATING N 7135585.7755 E 2381567.4923 44 CONCRETE PADFOR SEATING N 7135551.6695 E 2381694.7738 45 CONCRETE PAD FOR SEATING N 7135762.7352 E 2381690.8869 46 CONCRETE PAD FOR SEATING N 7135896.8002 E 2381574.4290 47 CONCRETE PAD FOR SEATING N 7136275.7720 E 2381540.5877 48 CONCRETE PAD FOR SEATING N 7136664.8719 E 2381538.1203 49 10` CONCRETETRAIL N 7135608.3795 E 2381762.3822 50 CULVERT EDGE N 7136694.4022 E 2381491.8741 51 CULVERT EDGE N 7136706.2597 E 2381497.2033 52 10' CONCRETE STUB OUT N 7135611.5002 E 2381775.6611 53 GARDEN AREA CENTERLINE N 7135588.9240 E 2381679.2601 54 GARDEN AREA CENTERLINE N 7135627.9226 E 2381640.0748 55 GARDEN AREACENTERLINE N 7135613.7653 E 2381586.6143 56 GARDEN AREACENTERLINE N 7135603.2627 E 2381731.8528 57 GARDEN AREA CENTERLINE N 7135652.1047 E 2381703.5209 58 GARDEN AREA CENTERLINE N 7135680.5963 E 2381654.2094 59 GARDEN AREA CENTERLINE N 7135680.6120 E 2381597.2310 60 GARDEN AREA CENTERLINE N 7135652.4924 E 2381548.2501 61 CONCRETE PAD FOR COMPOSTSTORAGE N 7135537.1591 E 2381748.9100 62 CONCRETE PAD FOR COMPOST STORAGE N 7135540.5458 E 2381736.3292 63 10` CONCRETE TRAIL N 7136866.7820 E 2381519.5229 64 10` CONCRETE TRAIL N 7136873.8992 E 2381555.9586 65 10` CONCRETE TRAIL N 7136868.1887 E 2381606.7331 66 10` CONCRETE TRAIL N 7136871.0984 E 2381629.2032 67 EDGE OF PEDESTRIAN BRIDGE N 7136874.6133 E 2381639.2977 68 MIDPOINT OF PEDESTRIAN BRIDGE N 7136889.4041 E 2381681.7977 69 EDGE OFPEDESTRIANBRIDGE N 7136904.1970 E 2381724.2966 10` CONCRETE N 7136908.3407 E 2381735.0925 LAYOUT & DIMENSION GENERAL NOTESBRIDGE7010` CONCRETETRAIL N 7136908.3407 E 2381735.0925 71 10` CONCRETETRAIL N 7136914.7001 E 2381745.1237 72 10` CONCRETETRAIL N 7136961.4927 E 2381804.0961 73 10` CONCRETETRAIL N 7136970.4110 E 2381820.3748 74 TRANSITION OF 10'TRAIL TO 8' TRAIL N 7136981.1976 E 2381851.6988 75 TRANSITION OF 10'TRAIL TO 8' TRAIL N 7136990.9654 E 2381880.0641 76 10' CONCRETETRAIL N 7136839.5178 E 2381469.3076 77 5' CONCRETESIDEWALK N 7135418.5801 E 2381542.9751 78 REPLACEMENT OF EXISTING SIDEWALK N 7135992.4930 E 2381499.5680 79 REPLACEMENT OF EXISTING SIDEWALK N 7136077.2654 E 2381497.2476 POINT DESCRIPTION NORTHING EASTING NORTHING/EASTING POINT SCHEDULE LIMITS OF DISTURBANCEIMPACT AREA FLOODWAY FLOODPLAIN MATCHLINE LEGEND: PA GB PLANTING AREA GARDEN BED NOTESDRAWNDESIGNDATE SCALE FILE NO. A PESDNAACERDL R XT EFOGERIATSTE ASETTCCETSIH 222 5TRICI VI L ERWAA.O CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS OVERALL PAVING KEY PLAN C14.01 1 OVERALL PAVING KEY PLAN 1" 80'-0"Ԁ OVERALL PAVING KEY PLAN C14.01 BOWLING GREEN PARK IMPROVEMENTSC14.02 C14.03 C14.04 C14.05 16'-3"APPROX. EASEMENTAUBURN ST.BOWLING GREEN ST. ADA P-102 ADA S-107 S-106 ST-101 P-103 P-103 P-101 P-102 S-107 P-102 P-104 P-105 S-106 S-106 S-106 S-107 P-102 S-107 P-102 1 2 3 4 5 6 7 8 9 10 11 12 13 37 38 39 40 41 42 43 44 P-105 45 49 P-107 HC HC EXISTING PLAYGROUND EXISTINGSIDEWALKEXISTING SIDEWALK EXISTING ASPHALT DRIVE EXISTING ASPHALT DRIVE TYP. TYP. TYP. TYP. TYP. EXISTING SIDEWALK GB PA PA PA PA PA PAPA PA 53 54 55 56 57 58 59 60 DEVELOPMENT IMPACT AREA DEVEL O P M E N T I M P A C T A R E ADEVELOPMENT IMPACT AREATYP. TYP. TYP. P-103 TYP. P-101 P-101 P-101 P-101 TYP. S-105 61 62 REINSTALL SIGN #2 REINSTALL SIGN #1 DEVELO P M E N T I M P A C T A R E A 52 S-101 S-101 S-101 S-102 S-103 EXISTING PICNIC SLAB EXISTING PICNIC SLAB TIE INTO EXISTING PAVING, SMOOTH TRANSITION TIE INTO EXISTING PAVING, SMOOTH TRANSITION DEVELOPMENT IMPACT AREAP-101 TIE INTO EXISTING PAVING, SMOOTH TRANSITION 77 TIE INTO EXISTING PAVING, SMOOTH TRANSITION P-101 REFER TO SHEET C5.01. STORED BENCH TO BE INSTALLED BACK IN THIS LOCATION. EXISTING PLAYGROUND EXISTING SIDEWALK SECONDARY CONNECTION CABINET AS INDICATED BY D.M.E. REFER TO ELECTRICAL PLANS FOR CONDUIT AND ELECTRICAL SERVICE LIMIT OF FLOODWAY LIMIT OF F L O O D P L AI N LIMIT OF FLOODPLAINTIE INTO EXISTING PAVING, SMOOTH TRANSITION S-104 ADA PARKING SIGNS ELECTRICAL CONDUIT AND EQUIPMENT. REFER TO SHEETS E.00 - E.04 FOR ELECTRICAL PLANS AND DETAILS.20'-0"9'-0"11'-7"R5'-0"R5'-5 "R18'-0"32'-7" 1 0 ' - 0 " 9'-0"15'-0"10'-0"R2 8 2 ' -1 0 "R54'-7"R51'-8"5 ' - 0 "R15'-4"5'-0"8'-0"8'-0"7'-10" P-104 P-104 EXISTING FENCE TO BE PROTECTED THROUGHOUT CONSTRUCTION. NO WORK OR STAGING TO TAKE PLACE ON RESIDENTIAL PROPERTY E-101 E-101 E-101 E-101 I-101 E-101 TYP. GB GB GB GB GB GB GB GB GB GB GB P-102TYP. R5 ' - 0 " R5'-0"R5'-0 " R5'- 0 "R5'-0 " R4'-3" EXPANSION JOINT, TYP. CONTROL JOINT, TYP. PROPOSED LIGHTING, REF ELECTRICAL PLANS, TYP. 11'-9" EXISTING TREES TO REMAIN, TYP. W-102 W-102 W-102 W-101 W-101 W-101 W-101 P-108 E-101 M CODE DESCRIPTION EDGING 6" CONCRETE MOW CURB EDGE FENCE GUARDRAIL, 4' HT. GUARDRAIL FENCE - ECHELON MAJESTIC3-RAIL, BY AMERISTAR. COLOR: BLACK. IRRIGATION HOSE BIB (REF. TO IRRIGATION PLANS/DETAILS) PAVING / SURFACING STANDARD GREY CONCRETE TRAIL - REFER TO STANDARD DETAILS, SIDEWALK DETAILS, P300 (END OF SET) STANDARD GREY REINFORCED CONCRETE PAVING 1/C14.07 COMPACTED DECOMPOSED GRANITE PATH, 3" DEPTHCOMPACTED IN LIFTS CITY STANDARD 6" CONCRETE CURB AND GUTTER - REFER TOSTANDARD DETAILS, CURB & GUTTER AND JOINT DETAILS,T201A (END OF SET) CITY STANDARD PAVEMENT PARKING STRIPING, 4" WIDTH CITY STANDARD HANDICAP CURB RAMP TYPE III, REFER TO STANDARD DETAILS, SIDEWALK DETAILS, P103 (END OF SET) CITY STANDARD PARALLEL CURB RAMP WITH A 2` DETECTABLE WARNING STRIP AT CURB VEHICULAR CONCRETE CURB AND GUTTER TO REPLACE REMOVED PAVING. SITE FURNISHINGS PICNIC TABLE, STEEL SLAT PEDESTAL TABLE, STANDARD. BY NORTHGATE. COLOR: BLACK. 1/C14.11 PICNIC TABLE, STEEL SLAT PEDESTAL TABLE, ADA. BY NORTHGATE. COLOR: BLACK. REMOVEABLE BOLLARD, BY DUMOR INC. COLOR: TEXTURED GREY BIKE RACKS, BY DUMOR INC.1/C14.12 13' X 9' CONCRETE COMPOST STORAGE PAD 1/C14.09 6' STEEL SLAT STRAIGHT BACK PARK BENCH BY NORTHGATE. COLOR: BLACK ONYX 1/C14.10 TRASH RECEPTACLE WITH RECYCLED PLASTIC SLATS, DOTY & SONS INC. MONDEL RP-2844 STRUCTURE 40` X 40` COVERED PAVILION, BY ROMTEC, CROSS SHAPED (OR APPROVED EQUAL) 1/C14.08 90` PREFABRICATED PEDESTRIAN BRIDGE BY CONTECH (OR APPROVED EQUAL) 1/C14.13 WALL RAISED ACCESSIBLE GARDEN BED, 18" HEIGHT CAST IN PLACECONCRETE WALL. RAISED ACCESSIBLE GARDEN BED, 30" HEIGHT CAST IN PLACE CONCRETE WALL. E-101 F-101 I-101 P-101 P-102 P-103 P-104 P-105 P-106 P-107 P-108 S-101 S-102 S-103 S-104 S-105 S-106 S-107 ST-101 ST-102 W-101 W-102 REFERENCE NOTES LEGEND PA GB PLANTING AREA GARDEN BED LIMITS OF DISTURBANCEIMPACT AREA FLOODWAY FLOODPLAIN MATCHLINE LEGEND:PAVING PLAN C14.02 1 PAVING PLAN 1" 20'-0"Ԁ PAVING PLAN C14.02 CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. A PESDNAACERDL R XT EFOGERIATSTE ASETTCCETSIH 222 5TRICI VI L ERWAA.O CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTSMATCHLINE - SEE SHEET C14.03MATCHLINE - SEE SHEET C14.05 NOTE: CONTRACTOR TO VERIFY LOCATION OF PLAYGROUND AREAS, PICNIC SLABS,AND BENCHES PRIOR TO CONSTRUCTION.LOCATIONS AND GRADES HAVE BEEN ASSUMED AND MUST BE VERIFIED IN FIELD. BOWLING GREEN ST. P-101 P-101 S-106 S-106 P-102 S-107 S-107 15 16 17 18 19 20 21 14 46 47 EXISTING SIDEWALK EXISTING SIDEWALK DEVELOPMENT IMPACT ARE A DEVELOPMENT IMPACT AREA EXISTING TREES TO REMAIN, TYP. DEVELOPMENT IMPACT AR E A 78 79 LIMITS OF PAVING ARE APPROXIMATE, UPON FIELD VERIFICATION REPLACE SECTION OF SIDEWALK EXCEEDING 2% CROSS SLOPE. REF. C5.01 DEMOLITION PLANS AND COORDINATE. TIE INTO EXISTING PAVING, SMOOTH TRANSITION, TYP. P-102 LIMIT OF FLOODWAY LIMIT OF F L O O D P L A I N10'-0"10'-0"R84'-10"R42'-10"R8 5 ' - 0 "8'-0"R1 9 1 ' - 5 "7'-11"EXISTING TREES TO REMAIN, TYP. EXISTING TREES TO REMAIN, TYP. EXISTING TREES TO REMAIN, TYP. EXPANSION JOINT, TYP. CONTROL JOINT, TYP. L IM I T O F F LOOD P L A I N CODE DESCRIPTION EDGING 6" CONCRETE MOW CURB EDGE FENCE GUARDRAIL, 4' HT. GUARDRAIL FENCE - ECHELON MAJESTIC 3-RAIL, BY AMERISTAR. COLOR: BLACK. IRRIGATION HOSE BIB (REF. TO IRRIGATION PLANS/DETAILS) PAVING / SURFACING STANDARD GREY CONCRETE TRAIL - REFER TO STANDARDDETAILS, SIDEWALK DETAILS, P300 (END OF SET) STANDARD GREY REINFORCED CONCRETE PAVING 1/C14.07 COMPACTED DECOMPOSED GRANITE PATH, 3" DEPTH COMPACTED IN LIFTS CITY STANDARD 6" CONCRETE CURB AND GUTTER - REFER TO STANDARD DETAILS, CURB & GUTTER AND JOINT DETAILS, T201A (END OF SET) CITY STANDARD PAVEMENT PARKING STRIPING, 4" WIDTH CITY STANDARD HANDICAP CURB RAMP TYPE III, REFER TOSTANDARD DETAILS, SIDEWALK DETAILS, P103 (END OF SET) CITY STANDARD PARALLEL CURB RAMP WITH A 2` DETECTABLEWARNING STRIP AT CURB VEHICULAR CONCRETE CURB AND GUTTER TO REPLACEREMOVED PAVING. SITE FURNISHINGS E-101 F-101 I-101 P-101 P-102 P-103 P-104 P-105 P-106 P-107 P-108 REFERENCE NOTES LEGEND SITE FURNISHINGS PICNIC TABLE, STEEL SLAT PEDESTAL TABLE, STANDARD. BYNORTHGATE. COLOR: BLACK.1/C14.11 PICNIC TABLE, STEEL SLAT PEDESTAL TABLE, ADA. BYNORTHGATE. COLOR: BLACK. REMOVEABLE BOLLARD, BY DUMOR INC. COLOR: TEXTUREDGREY BIKE RACKS, BY DUMOR INC.1/C14.12 13' X 9' CONCRETE COMPOST STORAGE PAD 1/C14.09 6' STEEL SLAT STRAIGHT BACK PARK BENCH BY NORTHGATE. COLOR: BLACK ONYX 1/C14.10 TRASH RECEPTACLE WITH RECYCLED PLASTIC SLATS, DOTY & SONS INC. MONDEL RP-2844 STRUCTURE 40` X 40` COVERED PAVILION, BY ROMTEC, CROSS SHAPED (OR APPROVED EQUAL) 1/C14.08 90` PREFABRICATED PEDESTRIAN BRIDGE BY CONTECH (OR APPROVED EQUAL) 1/C14.13 WALL RAISED ACCESSIBLE GARDEN BED, 18" HEIGHT CAST IN PLACE CONCRETE WALL. RAISED ACCESSIBLE GARDEN BED, 30" HEIGHT CAST IN PLACE CONCRETE WALL. S-101 S-102 S-103 S-104 S-105 S-106 S-107 ST-101 ST-102 W-101 W-102 PA GB PLANTING AREA GARDEN BED CODE DESCRIPTION LIMITS OF DISTURBANCE IMPACT AREA FLOODWAY FLOODPLAIN MATCHLINE LEGEND:MATCHLINE - SEE SHEET C14.04PAVING PLAN C14.03 1 PAVING PLAN 1" 20'-0"Ԁ PAVING PLAN C14.03 CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. A PESDNAACERDL R XT EFOGERIATSTE ASETTCCETSIH 222 5TRICI VI L ERWAA.O CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTSMATCHLINE - SEE SHEET C14.02 BOWLING G R E E N S T.WINDSOR DR. P-101 P-101 P-101 S-106 S-107 P-102 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 P-106 48 50 51 DEVELOP M E N T I M P A C T A R E A DEVELOPMENT IM P A C T A R E A P-101 63 64 65 66 67 69 70 71 72 73 74 75 76 ST-102 68 DE V E L O P M E N T I M P A C T A R E A DEVELOPMENT IMPACT AREA BEGINNING OF PHASE III TRAIL AND END OF PHASE II OF PROPOSED TRAIL DEVELOPMENT IMPACT AR E A EASTING E 2381625.9295 E 2381625.6908 E 2381487.2698 E 2381757.4181 E 2381746.0774 E 2381731.6424 E 2381713.1939 E 2381707.9048 E 2381763.8466 E 2381764.5338 E 2381736.3633 E 2381700.8876 E 2381671.9736 E 2381601.4950 E 2381558.2076 NORTHING/EASTING POINT SCHEDULE S-103 S-103 TIE INTO EXISTING PAVING, SMOOTH TRANSITION DOWEL AND TIE INTO EXISTING 8' SIDEWALK, MATCH GRADE CULVERT, REFER TO CIVIL F-101 F-101 FLOODPLAIN ESA. DIA NOT WITHIN FLOODWAY RIP-RAP, REFER TO CIVIL LIMIT OF FLOODWAY 10'-0"8'-0 " 10'-0" 10 ' - 0 " R 5 0 ' - 0 "R31'-0"R44'-4"R5'-0"R5'-0"R71'-5"R8'-11"R12'-2"10'-0" R63'-1" 8'-0" 15'-0" 8'-0" 10'-0" R55'-0" R55'-0" R55'-0"EDGE OFEMBANKMENT 5 ' -10 "EDGE OFFLOODWAY 15 ' -9 "EDGE OFFLOODWAY11'-8 " R 6 ' - 0 " EXISTING TREES TO REMAIN, TYP. EXPANSION JOINT, TYP. CONTROL JOINT, TYP. BRIDGE ABUTMENT, REF. STRUCTURAL CITY STAFF TO COORDINATE WITH CONTRACTOR ON TRAIL AND GUY WIRE CONFLICT CODE DESCRIPTION EDGING 6" CONCRETE MOW CURB EDGE FENCE GUARDRAIL, 4' HT. GUARDRAIL FENCE - ECHELON MAJESTIC 3-RAIL, BY AMERISTAR. COLOR: BLACK. IRRIGATION HOSE BIB (REF. TO IRRIGATION PLANS/DETAILS) PAVING / SURFACING STANDARD GREY CONCRETE TRAIL - REFER TO STANDARD DETAILS, SIDEWALK DETAILS, P300 (END OF SET) STANDARD GREY REINFORCED CONCRETE PAVING COMPACTED DECOMPOSED GRANITE PATH, 3" DEPTHCOMPACTED IN LIFTS CITY STANDARD 6" CONCRETE CURB AND GUTTER - REFER TOSTANDARD DETAILS, CURB & GUTTER AND JOINT DETAILS, T201A (END OF SET) CITY STANDARD PAVEMENT PARKING STRIPING, 4" WIDTH CITY STANDARD HANDICAP CURB RAMP TYPE III, REFER TO STANDARD DETAILS, SIDEWALK DETAILS, P103 (END OF SET) CITY STANDARD PARALLEL CURB RAMP WITH A 2` DETECTABLE WARNING STRIP AT CURB VEHICULAR CONCRETE CURB AND GUTTER TO REPLACE REMOVED PAVING. SITE FURNISHINGS E-101 F-101 I-101 P-101 P-102 P-103 P-104 P-105 P-106 P-107 P-108 REFERENCE NOTES LEGEND SITE FURNISHINGS PICNIC TABLE, STEEL SLAT PEDESTAL TABLE, STANDARD. BY NORTHGATE. COLOR: BLACK. 1/C14.11 PICNIC TABLE, STEEL SLAT PEDESTAL TABLE, ADA. BY NORTHGATE. COLOR: BLACK. REMOVEABLE BOLLARD, BY DUMOR INC. COLOR: TEXTURED GREY BIKE RACKS, BY DUMOR INC.1/C14.12 13' X 9' CONCRETE COMPOST STORAGE PAD 1/C14.09 6' STEEL SLAT STRAIGHT BACK PARK BENCH BY NORTHGATE. COLOR: BLACK ONYX 1/C14.10 TRASH RECEPTACLE WITH RECYCLED PLASTIC SLATS, DOTY &SONS INC. MONDEL RP-2844 STRUCTURE 40` X 40` COVERED PAVILION, BY ROMTEC, CROSS SHAPED (ORAPPROVED EQUAL)1/C14.08 90` PREFABRICATED PEDESTRIAN BRIDGE BY CONTECH (ORAPPROVED EQUAL)1/C14.13 WALL RAISED ACCESSIBLE GARDEN BED, 18" HEIGHT CAST IN PLACE CONCRETE WALL. RAISED ACCESSIBLE GARDEN BED, 30" HEIGHT CAST IN PLACECONCRETE WALL. S-101 S-102 S-103 S-104 S-105 S-106 S-107 ST-101 ST-102 W-101 W-102 PA GB PLANTING AREA GARDEN BED CODE DESCRIPTION LIMITS OF DISTURBANCEIMPACT AREA FLOODWAY FLOODPLAIN MATCHLINE LEGEND: PAVING PLAN C14.04 1 PAVING PLAN 1" 20'-0"Ԁ PAVING PLAN C14.04 CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. A PESDNAACERDL R XT EFOGERIATSTE ASETTCCETSIH 222 5TRICI VI L ERWAA.O CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTSMATCHLINE - SEE SHEET C14.03 46'-0"APPROX.EASEMENT DEVELOPMENT IMPACT AREALIMIT OF FL OOD WAY EXISTING FENCE TO BE PROTECTED THROUGHOUT CONSTRUCTION. NO WORK OR STAGING TO TAKE PLACE ON RESIDENTIAL PROPERTY EXISTING TREES TO REMAIN, TYP. CODE DESCRIPTION DETAIL EDGING 6" CONCRETE MOW CURB EDGE FENCE GUARDRAIL, 4' HT. GUARDRAIL FENCE - ECHELON MAJESTIC 3-RAIL, BY AMERISTAR. COLOR: BLACK. IRRIGATION HOSE BIB (REF. TO IRRIGATION PLANS/DETAILS) PAVING / SURFACING STANDARD GREY CONCRETE TRAIL - REFER TO STANDARDDETAILS, SIDEWALK DETAILS, P300 (END OF SET) STANDARD GREY REINFORCED CONCRETE PAVING 1/C14.07 COMPACTED DECOMPOSED GRANITE PATH, 3" DEPTH COMPACTED IN LIFTS CITY STANDARD 6" CONCRETE CURB AND GUTTER - REFER TO STANDARD DETAILS, CURB & GUTTER AND JOINT DETAILS, T201A (END OF SET) CITY STANDARD PAVEMENT PARKING STRIPING, 4" WIDTH CITY STANDARD HANDICAP CURB RAMP TYPE III, REFER TOSTANDARD DETAILS, SIDEWALK DETAILS, P103 (END OF SET) CITY STANDARD PARALLEL CURB RAMP WITH A 2` DETECTABLEWARNING STRIP AT CURB VEHICULAR CONCRETE CURB AND GUTTER TO REPLACEREMOVED PAVING. SITE FURNISHINGS PICNIC TABLE, STEEL SLAT PEDESTAL TABLE, STANDARD. BYNORTHGATE. COLOR: BLACK.1/C14.11 PICNIC TABLE, STEEL SLAT PEDESTAL TABLE, ADA. BYNORTHGATE. COLOR: BLACK. REMOVEABLE BOLLARD, BY DUMOR INC. COLOR: TEXTURED GREY BIKE RACKS, BY DUMOR INC.1/C14.12 13' X 9' CONCRETE COMPOST STORAGE PAD 1/C14.09 6' STEEL SLAT STRAIGHT BACK PARK BENCH BY NORTHGATE. COLOR: BLACK ONYX 1/C14.10 TRASH RECEPTACLE WITH RECYCLED PLASTIC SLATS, DOTY & SONS INC. MONDEL RP-2844 STRUCTURE 40` X 40` COVERED PAVILION, BY ROMTEC, CROSS SHAPED (OR APPROVED EQUAL) 1/C14.08 90` PREFABRICATED PEDESTRIAN BRIDGE BY CONTECH (ORAPPROVED EQUAL)1/C14.13 WALL RAISED ACCESSIBLE GARDEN BED, 18" HEIGHT CAST IN PLACE CONCRETE WALL. RAISED ACCESSIBLE GARDEN BED, 30" HEIGHT CAST IN PLACE CONCRETE WALL. E-101 F-101 I-101 P-101 P-102 P-103 P-104 P-10 P-106 P-107 P-108 S-101 S-102 S-103 S-104 S-10 S-106 S-107 ST-101 ST-102 W-101 W-102 REFERENCE NOTES LEGEND PA GB PLANTING AREA GARDEN BED LIMITS OF DISTURBANCE IMPACT AREA FLOODWAY FLOODPLAIN MATCHLINE LEGEND: PAVING PLAN C14.05 1 PAVING PLAN 1" 20'-0"Ԁ PAVING PLAN C14.05 CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. A PESDNAACERDL R XT EFOGERIATSTE ASETTCCETSIH 222 5TRICI VI L ERWAA.O CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS MATCHLINE - SEE SHEET C14.02 NO HARDSCAPE PROPOSED ON THIS SHEET ADAADAHCHC8'-4"20'-0"15'-0"R 6 ' - 6 " 9'-9"7'-5"8'-0"7'-5"9'-11"10'-0"3'-0"12'-0"8'-0"5'8'-0"3'-0"12'-0"8'-0"8' - 0 "16'-3"8'-0" R11'- 6 "R8'-3"R115'-0" 2 4 ' - 6 " 24'-1" 36'-11"23'-10"36'-6"35'-9"22'-10"43'-8"52'-1"44'-4"39'-6"39'-6"44'-4"52'-1"36 ' - 6 " 36'-11" 24'-1"23'-10"22'-10 "35' -9"43'-8"51'-7"37'-0"38'-6" 3 7 ' - 0 " 24'- 5 "24'-6"25'-0"15'-0"24'-6"24'-6" 15'-0" 1 4 ' - 1 1 " 14'- 1 1 " 1 6 ' - 7 "16'-7"5'-0" 5 ' - 0 "5'-0"5'-0"4'-0"4' - 0 "41'-1"38'-5"R115'-6"R79'-6"R85'-6"R109'-6"R25'-0"52'-7"52'-7"5'-0"5'-0"41'-9"39'-2"41'-9"39'-2"41' -0 "38' -5 " 4 2 ' - 2 " 4 6 ' - 5 " 43'-9" 47'-11"46'-5"42'-3"5'-0"5'-0"R48'-6"5'-0"5'-0"R41'-3"51'-7"EQ.EQ. 1'-7" 9'-0" 3'-0"9'-0"13'-0" 2'-11" 5'-0"5'-0"12'-9"13'-1"13'-5"13'-3"13'-1"13'-1"13'- 1 " 13 ' - 1 " 1 3 ' - 3 " 13 ' -2 "13' -1"12'-6" 10'-0" 5'-0" TYP.5'-0"8"1'-8"6"6" 12'-10"14' -3" 1 4 ' - 6 " 14' - 6 " 11'-2" 11'-3"11'-3" 11'-2"14'-6"14'-6"14'-3"R55'-6"LIMITS OF DISTURBANCEIMPACT AREA FLOODWAY FLOODPLAIN MATCHLINE LEGEND: ENLARGEMENT - DIMENSIONAL CONTROL1ENLARGEMENT - DIMENSIONAL CONTROL 1" 10'-0"Ԁ CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. A PESDNAACERDL R XT EFOGERIATSTE ASETTCCETSIH 222 5TRICI VI L ERWAA.O CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS TYPICAL FOR BENCH AND TRASH CONCRETE PAD P.O.B. C14.06 HARDSCAPE DETAILS C14.07 HARDSCAPE DETAILS C14.07 CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. A PESDNAACERDL R XT EFOGERIATSTE ASETTCCETSIH 222 5TRICI VI L ERWAA.O CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS 1" = 1'-0" HOSE BIBB AT GARDEN REDUCING COUPLING.1"X1-1/4" GALVANIZED THREADED 1"X3" GALVANIZED NIPPLE. RANCH STYLE HYDRANT3/4" MALE HOSE TO 1" FEMALE PIPE FINISHED GRADE. 1-1/4" GALVANIZED ELL WITH SHORT 1-1/4" GALVANIZED RISER. BRASS ISOLATION VALVE, 1-1/4" GALVANIZED SHORT NIPPLE. 1-1/4" GALVANIZED TEE WITH PLUG. 1-1/4" GALVANIZED SHORT NIPPLE. STAKE, SLOPE TOP.4X4 REDWOOD 2'-0"STEELCLAMPS. STAINLESS PVC SLIP-THREAD COUPLER.2'-6" MINIMUMNIPPLE. REFER TO DETAIL 2/IR1.06 P-PA-BOW1-402 SLOPE TO DRAIN 1/4" SELECT COMPOST FILL PROVIDE 1" PVC WEEPSEVERY 5' ALONGPLANTER RAISED GARDEN BED#4 REBARHORIZONTAL, (4) CONT. RAISED GARDEN BED - CAST IN PLACE CONCRETE WALL 3/4" = 1'-0" DECOMPOSEDGRANITE, REF. TO PLAN COMPACTED SUBGRADE18" TO 30"REF. TO PLANS1'-0"6" #4 REBAR VERTICAL, +/- 12" O.C. SECTIONVIEW #4 REBAR, +/- 12" O.C.E.W. CONNECTION WALL #4 REBAR, 2'X2' L TYP. ALL CORNERS PLANVIEWSECTION#4 REBAR, 2'X2' L TYP. AT CONNECTION WALLS CHAMFERED EDGE P-PA-BOW1-493 CONTROL JOINT EXPANSIONJOINT NOTE:1. COMPACTED SUBGRADE - COMPACT TO 95% STANDARD PROCTOR DENSITY AT 0 TO +/- 2% OPTIMUM MOISTURE CONTENT AS PER ASTM D 698 (TYP.) 2. EXPANSION JOINTS & CONTROL JOINTS SHALL BE LOCATED ACCORDING TO THE FOLLOWING. EJ: CHANGES IN DIRECTION, MAX 75' O.C., AGAINST CURBS, BUILDINGS, AND MANHOLES. CJ: SPACED EVENLY TO PRODUCE SQUARE MODULES UP TO 8' O.C. MAX 1 1/2"CLEAR1 1/2"CLEAR* CONTRACTOR SHALL BE REQUIRED TO USECHAIRS TO ENSURE CONSISTENT DEPTH OF BARS IN THE SLAB CONCRETE MIXTURE: A. COMPRESSIVE STRENGTH 28 DAYS, 4,000 PSI. B. MAXIMUM WATER-CEMENTITOUS MATERIALS RATIO AT POINT OF PLACEMENT 0.45. C. SLUMP LIMIT: 5 INCHES PLUS OR MINUS 1 INCH D. AIR CONTENT: 5-1/2 PERCENT PLUS OR MINUS 1.5 PERCENT E. MEASURE, BATCH, AND MIX CONCRETE MATERIALS AND CONCRETE ACCORDING TO ASTM C 94/C 94M. F. MEDIUM BROOM FINISH, PROVIDE SAMPLES PER SPEC CONCRETE PAVING SECTION 3/4" = 1'-0" PVC SLEEVE CAP #3 REBAR @ 18" O.C.E.W. 4" CONC. PAVING (4,000 PSI) COMPACTED SUBGRADE 1/2" PRE-MOLDED ASPHALTICEXPANSION JOINT MATERIAL WITH1/2" JOINT SEALANT WITH #3 SMOOTH BAR @ 18" O.C. 1/4" X 1" TOOLED JOINT REDWOOD EXPANSION JOINTS NOT ALLOWED 1 DECOMPOSED GRANITE 3/4" = 1'-0" CROSS SLOPE - SEE PLANS 3"3"CONCRETE PAVINGREF. PLANS FOR TYPE STABILIZED DECOMPOSEDGRANITE GEOTEXTILE FABRIC, CONT. COMPACTED GRAVEL SUBGRADE - COMPACT TO 95% STANDARD PROCTOR DENSITY AT0 TO ± 2% OPTIMUM MOISTURE CONTENT ASPER ASTM D 698 CONCRETE MOW CURBREF. DETAIL THISSHEET 6" 4 6" CONCRETE MOW CURB 1" = 1'-0" NOTE: CONTROL JOINTS @ 10' O.C. SEALED EXPANSION JOINTS @ 30' O.C.6"6" CONCRETE MOW EDGE #4 REBAR, CONT. FINISH GRADE 1"3"5 HARDSCAPE DETAILS C14.08 HARDSCAPE DETAILS C14.08 CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. A PESDNAACERDL R XT EFOGERIATSTE ASETTCCETSIH 222 5TRICI VI L ERWAA.O CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS PAVILION NOTES: 1. CONTRACTOR TO COORDINATE W/ MANUFACTURER TO ORDER THE MODEL SPECIFIED, PROCESS SHOP DRAWINGS & COORDINATE CONSTRUCTION SEQUENCING. 2. CONTRACTOR IS RESPONSIBLE FOR THE SLABUNDER THE PAVILION AFTER THE PAVILION MANUFACTURER HAS INSTALLED PIERS OR FOOTING. 3. PAVILION MANUFACTURER MUST INCLUDE ENGINEERED, SIGNED, & SEALED SHOP DRAWINGS PRIOR TO CONTRACTOR PLACING THE ORDER NOTE: THIS SHEET IS FOR REFERENCE ONLY. CONTRACTOR SHALL REVIEW SPECIFICATIONS AND CONTACT MANUFACTURER FOR OFFICIAL SHOP DRAWINGS (TO INCLUDE SIGNED/SEALED ENGINEERING PLANS FOR STRUCTURAL FOOTING). PAVILION - BY ROMTEC1 P-PA-BOW1-111 REMOVEABLE BOLLARD DETAIL N.T.S.P-PA-BOW1-1122 HARDSCAPE DETAILS C14.09 HARDSCAPE DETAILS C14.09 CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. A PESDNAACERDL R XT EFOGERIATSTE ASETTCCETSIH 222 5TRICI VI L ERWAA.O CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS 13'-0"9'-0"6"6"6"6"6"SLAB VERTICAL ENCLOSURE WALLS FOOTER LIMIT BELOW 1% TYP.COMPOST STORAGE PAD - PLAN VIEW 1" = 1'-0"6"1 P-PA-BOW1-109 12" CHAMFER, TYP. #4 "L" BARS, 4'3"x9" AS SHOWN, 18" O.C.E.W. SMOOTH CONCRETE FORM FINISH COLD JOINT #3 TIES @ 18"O.C. W/ 18" LAP #3 BARS @ 18" O.C.E.W. 4000 PSI CONCRETE, LIGHT BROOM FINISH UNDISTURBED SUBGRADE 34" MINUS SELECT FILL, COMPACTED TO 95% STANDARD PROCTOR DENSITY18" LAP, TYP (4) #5 HORIZ. BARS, TYP COMPOST STORAGE - SECTION 1" = 1'-0" 6"4'-3"1'-0"1'-6" 2 P-PA-BOW1-110 HARDSCAPE DETAILS C14.10 HARDSCAPE DETAILS C14.10 CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. A PESDNAACERDL R XT EFOGERIATSTE ASETTCCETSIH 222 5TRICI VI L ERWAA.O CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS NOTE: THIS SHEET IS FOR REFERENCE ONLY. CONTRACTOR SHALL REVIEW SPECIFICATIONS AND CONTACT MANUFACTURER FOR OFFICIAL SHOP DRAWINGS (TO INCLUDE SIGNED/SEALED ENGINEERING PLANS FOR STRUCTURAL FOOTING). ADA PICNIC TABLE 1/2" = 1'-0"2 P-PA-BOW1-103 6' PARK BENCH DETAIL 1/2" = 1'-0"P-PA-BOW1-1011 HARDSCAPE DETAILS C14.11 HARDSCAPE DETAILS C14.11 CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. A PESDNAACERDL R XT EFOGERIATSTE ASETTCCETSIH 222 5TRICI VI L ERWAA.O CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS NOTE: THIS SHEET IS FOR REFERENCE ONLY. CONTRACTOR SHALL REVIEW SPECIFICATIONS AND CONTACT MANUFACTURER FOR OFFICIAL SHOP DRAWINGS (TO INCLUDE SIGNED/SEALED ENGINEERING PLANS FOR STRUCTURAL FOOTING). TRASH RECEPTACLE DETAIL 1/2" = 1'-0"2 P-PA-BOW1-65 STANDARD PICNIC TABLE 1/2" = 1'-0"P-PA-BOW1-1041 HARDSCAPE DETAILS C14.12 HARDSCAPE DETAILS C14.12 CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. A PESDNAACERDL R XT EFOGERIATSTE ASETTCCETSIH 222 5TRICI VI L ERWAA.O CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTSNOTE: THIS SHEET IS FOR REFERENCE ONLY. CONTRACTOR SHALL REVIEW SPECIFICATIONS AND CONTACT MANUFACTURER FOR OFFICIAL SHOP DRAWINGS (TO INCLUDE SIGNED/SEALED ENGINEERING PLANS FOR STRUCTURAL FOOTING). 4' HT. GUARDRAIL FENCE BY AMERISTAR N.T.S.P-PA-BOW1-502BIKE RACK DETAIL 1/2" = 1'-0"P-PA-BOW1-1021 PEDESTRIAN BRIDGE DETAIL C14.13 PEDESTRIAN BRIDGE DETAIL C14.13 CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. A PESDNAACERDL R XT EFOGERIATSTE ASETTCCETSIH 222 5TRICI VI L ERWAA.O CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS NOTE: THIS SHEET IS FOR REFERENCE ONLY. CONTRACTOR SHALL REVIEW SPECIFICATIONS AND CONTACT MANUFACTURER FOR OFFICIAL SHOP DRAWINGS (TO INCLUDE SIGNED/SEALED ENGINEERING PLANS FOR STRUCTURAL FOOTING). PEDESTRIAN BRIDGE - BY CONTECH (OR APPROVED OTHER) 1" = 1"1 P-PA-BOW1-106 © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS ADA ADA HC HC DEVELOPMENT IMPACT AREA DEVELOPMENT IMPACT AREADEVELOPMENT IMPACT AREA DEVELOPMENT IMPACT AREA DEVELOPMENT IMPACT AREA DEVELOPMENT IMPACT AREADEVELOPMENT IMPACT AREADEVELOPMENT IMPACT AREADEV E L O P M E N T I M P A C T A R E A DEVELO PM ENT I MPA CT ARE A DEVELOPMENT IMPACT AREA DEVELOPMENT IMPACT AREADEVELOPMENT IMPACT AREA LIMIT OF FLOODWAYLIMIT OF FLOODPLAIN LIMIT O F F L O OD W A YLIMIT OF FLOODPLAINLIMIT OF FLOODWAYLIMIT OF FLOODPLAIN LIMIT OF FLOODWAYLIMIT OFFLOODPLAIN 667.00668.00668.00668.00667.00666.00667.00666.00667.00664.00 665.00 666.00 666.00667.00 668.00668.00 669. 0 0 663.00 663.00662.00664.00 46'-0"APPROX.EASEMENT 16'-3"APPROX.EASEMENT NOTESDRAWNDESIGNDATESCALEFILENO.CITY OF DENTON, DENTON COUNTY, TEXASDATENO.REVISIONDATENO.ISSUECITY OF DENTONBOWLING GREEN PARK IMPROVEMENTSC17.01OVERALL EROSION CONTROL PLANPOLLUTION CONTROL GENERAL NOTES ADA ADA HC HC DEVELOPMENT IMPACT AREA DEVELOPMENT IMPACT AREADEVELOPMENT IMPACT AREADEVELOPMENT IMPACT AREADEVELOPMENT IMPACT AREALIMIT OF FLOODWAYLIMIT OF FLOODPLAIN LIMIT OF FL O OD WAYLIMIT OF FLOODPLAIN663.00663.00662.00664.00 46'-0"APPROX. EASEMENT 16'-3"APPROX. EASEMENT NOTESDRAWNDESIGNDATESCALEFILENO.CITY OF DENTON, DENTON COUNTY, TEXASDATENO.REVISIONDATENO.ISSUECITY OF DENTONBOWLING GREEN PARK IMPROVEMENTSC17.02EROSION CONTROL PLANPOLLUTION CONTROL GENERAL NOTESMATCH LINE - SHEET C17.03 DEVELOPMENT IMPACT A R E A LIMIT OF FLOODWAY LIMIT OF FL O O D P L A I N LIM I T O F FLOOD P LA IN1.6%1.8%664.00 0.1% 0.4% 0.7%NOTESDRAWNDESIGNDATESCALEFILENO.CITY OF DENTON, DENTON COUNTY, TEXASDATENO.REVISIONDATENO.ISSUECITY OF DENTONBOWLING GREEN PARK IMPROVEMENTSC17.03EROSION CONTROL PLANPOLLUTION CONTROL GENERAL NOTESMATCH LINE - SHEET C17.04MATCH LINE - SHEET C17.02 DEVELOPMENT IMPACT AREA DEVELOPMENT IMPACT AREA DEVELOPMENT I M P A C T A R E A DEVELOPMENT IMPA C T A R E A LIMIT OF FLOODWAY LIMIT OF FLOODWAY 667.00665.00 666.00 666.00667.00668.000.7%0.5%2.0%2.2%0.5%NOTESDRAWNDESIGNDATESCALEFILENO.CITY OF DENTON, DENTON COUNTY, TEXASDATENO.REVISIONDATENO.ISSUECITY OF DENTONBOWLING GREEN PARK IMPROVEMENTSC17.04EROSION CONTROL PLANPOLLUTION CONTROL GENERAL NOTESMATCH LINE - SHEET C17.05MATCH LINE - SHEET C17.03 DEVELOPMENT IMPACT AREA DE V E L O P M E N T I M P A C T A R E A DEVELOPMENT IMPACT AREA668.00668.00668.00667.00666.00667.00666.00667.00 668.00 66 9 . 0 0 1.1%0.4%0.2% 1. 0 8%1.08%NOTESDRAWNDESIGNDATESCALEFILENO.CITY OF DENTON, DENTON COUNTY, TEXASDATENO.REVISIONDATENO.ISSUECITY OF DENTONBOWLING GREEN PARK IMPROVEMENTSC17.05EROSION CONTROL PLANPOLLUTION CONTROL GENERAL NOTESMATCH LINE - SHEET C17.04 NOTESDRAWNDESIGNDATESCALEFILENO.CITY OF DENTON, DENTON COUNTY, TEXASDATENO.REVISIONDATENO.ISSUECITY OF DENTONBOWLING GREEN PARK IMPROVEMENTSC17.50EROSION CONTROL DETAILS AUBURN ST.BOWLING GREEN ST.BOWLING GREEN ST.BOWLI N G G R E E N S T.WINDSOR DR .1.2.3.4.5.6.7.LAYOUT & DIMENSION GENERAL NOTESADA ADA HC HC LIMITS OF DISTURBANCEIMPACT AREA FLOODWAY FLOODPLAIN MATCHLINE LEGEND:GARDCO OPTIFORM PLAYGROUND AREA LIGHT FIXTURE GARDCO PUREFORM LED POST TOP GARDEN LIGHTING PUREFORM LED BOLLARD PBLPEDESTRIAN LIGHT FIXTURE LIGHTING LEGEND: 1. ALL PLANTS SHALL BE SET OUT FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 2. FINE GRADING SHALL BE PERFORMED IN ALL AREAS TO BE LANDSCAPED. FINE GRADING SHALL INCLUDE THE REMOVAL OF DEBRIS, ROCKS, ETC. FROMTHE SITE AND INSURE POSITIVE DRAINAGE IN ALL AREAS. 3. THE CONTRACTOR SHALL LOCATE ALL UTILITIES AND EASEMENTS IN THEFIELD PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES DURING THE COURSE OF CONSTRUCTION. 4. WRITTEN DIMENSIONS SHALL GOVERN OVER SCALED DIMENSIONS. 5. THE CONTRACTOR SHALL REFER TO THE DETAILS FOR ADDITIONAL INFORMATION AND REQUIREMENTS ASSOCIATED WITH THE LANDSCAPE AND ACCESSORIES. 6. ALL PLANT MATERIALS SHALL MEET ANSI Z60.1 STANDARDS FOR CALIPER,HEIGHT AND ROOT BALL SIZE. ANY MATERIALS THAT DO NOT MEET OR EXCEED SUCH STANDARDS SHALL BE REJECTED AND REPLACED AT THE CONTRACTOR'S EXPENSE. 7. BALLED AND BURLAPPED TREES SHALL HAVE THE TOP HALF OF THE WIRE BASKET REMOVED. THE BURLAP SHALL BE REMOVED TO THE GREATEST EXTENT POSSIBLE, USING A KNIFE TO CUT AND REMOVE THE BOTTOM HALF UNDER THE WIRE BASKET THAT REMAINS. 8. QUANTITIES ARE SHOWN FOR CONVENIENCE ONLY. CONTRACTOR ISRESPONSIBLE FOR VERIFYING ALL QUANTITIES. CONTRACTOR SHALL REESTABLISH SOD IN ALL AREAS OF DISTURBANCE AT PLANTING GENERAL NOTES SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE/COND.REMARKS TREES CI 7 Carya illinoinensis Pecan 3" CAL / B&B SINGLE, STRAIGHT LEADER, MATCHING, PLANT A MINIMUM OF 2 TYPE 1 OR TYPE 2 PECAN TREES MD2 4 Malus x domestica 'Gala' Gala Apple 3" CAL / B&B SINGLE, STRAIGHT LEADER,MATCHING MM 5 Malus x domestica 'Mollie's Delicious' Mollie's Delicious Apple 3" CAL / B&B SINGLE, STRAIGHT LEADER, MATCHING PI 5 Prunus persica 'Harvester' TM Harvester Peach 3" CAL / B&B SINGLE, STRAIGHT LEADER, MATCHING PM2 5 Prunus salicina 'Methley'Methley Plum 3" CAL / B&B SINGLE, STRAIGHT LEADER, MATCHING UC2 9 Ulmus crassifolia Cedar Elm 3" CAL / B&B MATCHED, WELL BRANCHED, STRONG CENTRAL LEADER SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE SPACING REMARKS SHRUBS LS 39 Leucophyllum frutescens `Silverado` Texas Sage 3 gal 48" o.c.FULL, MATCHING RO 41 Rosmarinus officinalis `Tuscan Blue` Tuscan Blue Rosemary 3 gal 48" o.c.FULL, MATCHING SG2 172 Salvia greggiiAutumn Sage 1 gal 24" o.c.FULL, MATCHING GROUND COVERS DH 65 Dichondra x `Silver Falls`Creeping Thyme 1 gal 18" o.c.FULL, MATCHING SOD/SEED BP 123,901 sf Buchloe dactyloides `Prestige`Buffalo Grass sod SOLID, ROLLED TIGHT, SAND FILLED JOINTS, 100% WEED, PESTAND DISEASE FREE TX 1,867 sf Texas Native Landscape Bed By Others seed CONTRACTOR TO PREP AREA FORSEED AND LEAVE FREE OF DEBRIS READY TO BE PLANTED. PLANT SCHEDULE *QUANTITIES SHOWN BASED ON LIMITS OF GRADING. CONTRACTOR IS RESPONSIBLE TO PLANT AND ESTABLISH, AT NO ADDITIONAL COST TO THE OWNER, ANY FURTHER AREAS DISTURBED BY HIS ACTIVITIES. * LIMITS OF DISTURBANCE IMPACT AREA FLOODWAY FLOODPLAIN MATCHLINE LEGEND: OVERALL LANDSCAPE KEY PLAN L1.01 1 OVERALL LANDSCAPE KEY PLAN 1" 80'0" OVERALL LANDSCAPE KEY PLAN L1.01 CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. A PESDNAACERDL R XT EFOGERIATSTE ASETTCCETSIH 222 5TRICI VI L ERWAA.O CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS L1.02 L1.03 L1.04 L1.05 AUBURN ST.BOWLING GREEN ST. 16'-3"APPROX. EASEMENTHHHHHH HH HHHH HHADA ADA HC HC DEVELOPMENT IMPACT AREA DEVEL O P M E N T I M P A C T A R E ADEVELOPMENT IMPACT AREADEVELO P M E N T I M P A C T A R E A DEVELOPMENT IMPACT AREA LIMIT OF FLOODWAY LIMIT OF F L O O D P L A I N LIMIT OF FLOODPLAINJ ELECTRICAL CONDUIT AND EQUIPMENT. REFER TO SHEETS E.00 - E.04 FOR ELECTRICAL PLANS AND DETAILS. HH HHHH HHHH HHHH HHHH 15 RO 11RO 65DH 68SG2 15 RO 18SG2 86SG2 39LS 1,371 sfTX 40,293 sfBP 42,564 sfBP 155 sfTX 1UC2 1UC2 1UC2 7CI 11,059 sfBP 13,647 sfBP 1UC2 CONTRACTOR TO SOD TO LIMIT OF DISTURBANCE, TYP. CONTRACTOR TO SOD TO LIMIT OF DISTURBANCE, TYP. 4PI 2PM2 1MD2 1MM 158 sfTX 172 sfTX CODE QTY BOTANICAL / COMMON NAME TREES CI 7 Carya illinoinensisPecanMD2 4 Malus x domestica 'Gala' Gala Apple MM 5 Malus x domestica 'Mollie's Delicious' Mollie's Delicious Apple PI 5 Prunus persica 'Harvester' TMHarvester PeachPM25Prunus salicina 'Methley'Methley Plum UC2 9 Ulmus crassifoliaCedar Elm CODE QTY BOTANICAL / COMMON NAME SHRUBS LS 39 Leucophyllum frutescens `Silverado` Texas Sage RO 41 Rosmarinus officinalis `Tuscan Blue` Tuscan Blue Rosemary SG2 172 Salvia greggii Autumn Sage GROUND COVERS DH 65 Dichondra x `Silver Falls` Creeping Thyme SOD/SEED BP 123,901 sf Buchloe dactyloides `Prestige` Buffalo GrassTX1,867 sf Texas Native Landscape Bed By Others PLANT SCHEDULE LIMITS OF DISTURBANCE IMPACT AREA FLOODWAY FLOODPLAIN MATCHLINE LEGEND: LANDSCAPE PLAN L1.02 1 PLANTING PLAN 1" 20'-0"Ԁ LANDSCAPE PLAN L1.02 CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. A PESDNAACERDL R XT EFOGERIATSTE ASETTCCETSIH 222 5TRICI VI L ERWAA.O CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTSMATCHLINE - SEE SHEET L1.03MATCHLINE - SEE SHEET L1.05 BOWLING GREEN ST. DEVELOPMENT IMPACT ARE A DEVELOPMENT IMPACT AREA DEVELOPMENT IMPACT AR E A LIMIT OF FLOODWAY LIMIT OF F L O O D P L A I N L IM I T O F F LOOD P L A I N 42,564 sfBP 40,293 sfBP CONTRACTOR TO SOD TO LIMIT OF DISTURBANCE, TYP. CONTRACTOR TO SOD TO LIMIT OF DISTURBANCE, TYP. CODE QTY BOTANICAL / COMMON NAME TREES CI 7 Carya illinoinensis PecanMD2 4 Malus x domestica 'Gala' Gala Apple MM 5 Malus x domestica 'Mollie's Delicious' Mollie's Delicious Apple PI 5 Prunus persica 'Harvester' TM Harvester PeachPM2 5 Prunus salicina 'Methley'Methley Plum UC2 9 Ulmus crassifolia Cedar Elm CODE QTY BOTANICAL / COMMON NAME SHRUBS LS 39 Leucophyllum frutescens `Silverado` Texas Sage RO 41 Rosmarinus officinalis `Tuscan Blue` Tuscan Blue Rosemary SG2 172 Salvia greggii Autumn Sage GROUND COVERSDH 65 Dichondra x `Silver Falls` Creeping Thyme SOD/SEED BP 123,901 sf Buchloe dactyloides `Prestige`Buffalo GrassTX 1,867 sf Texas Native Landscape BedBy Others PLANT SCHEDULE LIMITS OF DISTURBANCE IMPACT AREA FLOODWAY FLOODPLAIN MATCHLINE LEGEND: LANDSCAPE PLAN L1.03 1 PLANTING PLAN 1 20'0 LANDSCAPE PLAN L1.03 CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. A PESDNAACERDL R XT EFOGERIATSTE ASETTCCETSIH 222 5TRICI VI L ERWAA.O CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTSMATCHLINE - SEE SHEET L1.04MATCHLINE - SEE SHEET L1.02 BOWLI N G G R E E N S T.WINDSOR DR . DEVELO P M E N T I M P A C T A R E A DEVELOPMENT IM P A C T A R E A DE V E L O P M E N T I M P A C T A R E A DEVELOPMENT IMPACT AREA DEVELOPMENT IMPACT AR E A LIMIT OF FLOODWAY 5UC2 42,564 sfBP 485 sfBP 5,428 sfBP 2,717 sfBP 42,564 sfBP 40,293 sfBP 2,566 sfBP 2,349 sfBP CONTRACTOR TO SOD TO LIMIT OF DISTURBANCE, TYP. CONTRACTOR TO SOD TO LIMIT OF DISTURBANCE, TYP. 40,293 sfBP CODE QTY BOTANICAL / COMMON NAME TREES CI 7 Carya illinoinensis PecanMD2 4 Malus x domestica 'Gala' Gala Apple MM 5 Malus x domestica 'Mollie's Delicious' Mollie's Delicious Apple PI 5 Prunus persica 'Harvester' TM Harvester PeachPM2 5 Prunus salicina 'Methley'Methley Plum UC2 9 Ulmus crassifolia Cedar Elm CODE QTY BOTANICAL / COMMON NAME SHRUBS LS 39 Leucophyllum frutescens `Silverado` Texas Sage RO 41 Rosmarinus officinalis `Tuscan Blue` Tuscan Blue Rosemary SG2 172 Salvia greggii Autumn Sage GROUND COVERS DH 65 Dichondra x `Silver Falls` Creeping Thyme SOD/SEED BP 123,901 sf Buchloe dactyloides `Prestige`Buffalo GrassTX1,867 sf Texas Native Landscape BedBy Others PLANT SCHEDULE LIMITS OF DISTURBANCEIMPACT AREA FLOODWAY FLOODPLAIN MATCHLINE LEGEND: LANDSCAPE PLAN L1.04 1 PLANTING PLAN 1 20'0 LANDSCAPE PLAN L1.04 CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. A PESDNAACERDL R XT EFOGERIATSTE ASETTCCETSIH 222 5TRICI VI L ERWAA.O CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTSMATCHLINE - SEE SHEET L1.03 46'-0"APPROX.EASEMENT DEVELOPMENT IMPACT AREALIMIT OF FL OOD WAY CONTRACTOR TO SOD TO LIMIT OF DISTURBANCE, TYP. EASEMENT USE IS UNKNOWN. TREES CAN BE REMOVED FROM PLANS IF THERE IS A CONFLICT WITHIN THE EASEMENT 1PI 3PM2 4MM 3MD2 CODE QTY BOTANICAL / COMMON NAME TREES CI 7 Carya illinoinensis PecanMD2 4 Malus x domestica 'Gala'Gala Apple MM 5 Malus x domestica 'Mollie's Delicious'Mollie's Delicious Apple PI 5 Prunus persica 'Harvester' TM Harvester PeachPM2 5 Prunus salicina 'Methley' Methley Plum UC2 9 Ulmus crassifolia Cedar Elm CODE QTY BOTANICAL / COMMON NAME SHRUBS LS 39 Leucophyllum frutescens `Silverado`Texas Sage RO 41 Rosmarinus officinalis `Tuscan Blue`Tuscan Blue Rosemary SG2 172 Salvia greggiiAutumn Sage GROUND COVERS DH 65 Dichondra x `Silver Falls` Creeping Thyme SOD/SEED BP 123,901 sf Buchloe dactyloides `Prestige` Buffalo GrassTX1,867 sf Texas Native Landscape Bed By Others PLANT SCHEDULE LIMITS OF DISTURBANCE IMPACT AREA FLOODWAY FLOODPLAIN MATCHLINE LEGEND: LANDSCAPE PLAN L1.05 1 PLANTING PLAN 1" 20'-0"Ԁ LANDSCAPE PLAN L1.05 CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. A PESDNAACERDL R XT EFOGERIATSTE ASETTCCETSIH 222 5TRICI VI L ERWAA.O CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS MATCHLINE - SEE SHEET L1.02 LANDSCAPE DETAILS L1.06 LANDSCAPE DETAILS L1.06 CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. A PESDNAACERDL R XT EFOGERIATSTE ASETTCCETSIH 222 5TRICI VI L ERWAA.O CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS SPACING PER PLAN OR PLANT SCHEDULE 3"9"PLANTING SOIL IN SHRUB BEDS: 1. EXCAVATE EXISTING SOILS 4" BELOWADJACENT CURB OR SIDEWALK2. ADD 3" COMPOST & TILL INTO 6" EXISTING SOILS, CREATING 9" PLANTING SOIL 3. ADD 3" DARK BROWN FINE-SHREDDED HARDWOOD ORGANIC MULCH AFTER PLANTING ORGANIC MULCH LAYER, SEE PLANS FOR TYPE TYP. SHRUB PLANTING 1" 1'-" SHRUB PERPLANTING PLAN 2 SOIL PROFILE FOR SOD & SEED 1 12" 1'-" TURF OR SEED, REF. PLANTING PLANS FOR TYPE 1"4"EXISTING SOIL TOPSOIL PREP: 1. FINISH GRADE TOPSOIL BY REMOVING STONES LARGER THAN 1" IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH,AND OTHER EXTRANEOUS MATTER TO LEGALLY DISPOSEOF THEM OFF OWNER'S PROPERTY.2. ADD 1" COMPOST ON THE SURFACE, THEN TILL TO 4" DEPTH3. INSTALL SOD AND SEED AS SHOWN AND NOTED PERSPECIFICATIONS, REF. PLANTING PLANS FOR TYPE 3 3 ARBORSTAKES™ ARBORSTAKES™ ARBORSTAKES™PHONE: (214) 810-6678www.arborstakes.com NOTES:1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.2. DO NOT SCALE DRAWING.3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION.4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE.5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER REFERENCE NUMBER PROTECTED BY COPYRIGHT ©2025 CADDETAILS.COM LTD.CADdetails.com 21/07/2025 PROTECTED BY COPYRIGHT ©2025 CADDETAILS.COM LTD. REVISION DATEL4.00 PL L4.00 PL MANUFACTURER NOTES:1. MINIMUM STAKE QUANTITY IS (3) - THEN - ADD (1) STAKE PER CALIPER INCH GREATER -THAN 3"2. STAKES SHALL BE DRIVEN THROUGH THE ROOT BALL AS SHOWN.3. ENSURE TRUNK BASE (ROOT FLARE) IS FREE FROM STAKING AND OTHER MATERIALS.4. ABOVEGROUND GUYING AND/OR METALLIC STAKING SYSTEMS NOT ALLOWED AND SHALL BE REJECTED.5. INSTALL STAKING SYSTEM AS PER MANUFACTURER'S INSTRUCTIONS. SECTION VIEW PLAN VIEW 3-STAKES (MINIMUM)SEE MFG NOTES BELOW BIODEGRADABLE STAKEBY ARBORSTAKE™(QUANTITY BASED ONCALIPER SIZE)SEE MFG NOTES BELOW BIODEGRADABLE LOCKBY ARBORSTAKE™(QUANTITY BASED ONCALIPER SIZE)SEE MFG NOTES BELOW WATER-WELL/ SAUCE UNDISTURBEDSOIL BACKFILL(AS SPECIFIED) TREE / ROOT BALL(AS SPECIFIED) BIODEGRADABLE STAKEBY ARBORSTAKE™(QUANTITY BASED ONCALIPER SIZE)SEE MFG NOTES BELOW 45 GAL / 3" CALIPER AND SMALLER CANOPY TREE DETAIL - BIODEGRADABLE STAKES 3" 1'-"1 P-PA-BOW1-1 AUBURN ST.BOWLING GREEN ST.BOWLING GREEN ST.WINDSOR DR .1.2.3.4.5.6.7.LAYOUT & DIMENSION GENERAL NOTESADA ADA HC HC LIMITS OF DISTURBANCEIMPACT AREA FLOODWAY FLOODPLAIN MATCHLINE LEGEND:GARDCO OPTIFORM PLAYGROUND AREA LIGHT FIXTURE GARDCO PUREFORM LED POST TOP GARDEN LIGHTING PUREFORM LED BOLLARD PBLPEDESTRIAN LIGHT FIXTURE LIGHTING LEGEND: IRRIGATION GENERAL NOTES 1. POINT OF CONNECTION IS APPROXIMATE. IRRIGATION CONTRACTOR SHALL INVESTIGATE EXISTING CONNECTION TO ESTABLISH NEEDED CONNECTIONS. 2. IRRIGATION CONTRACTOR IS RESPONSIBLE TO COORDINATE THE APPROPRIATE ELECTRICAL CONNECTION FOR THE SYSTEMCONTROLLER, INCLUDING ANY DATA OR MASTER VALVE WIRING ASREQUIRED. 3. IRRIGATION CONTRACTOR IS RESPONSIBLE TO EXAMINE THE PLANS IN THEIR ENTIRETY TO DETERMINE THE APPROXIMATE LOCATION OF EXISTING AND PROPOSED UTILITIES. HE SHALL ALSO CONTACT THE APPROPRIATE AUTHORITY TO MARK UTILITIES ON THE SITE. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGESTO UTILITIES ON THE SITE CAUSED BY HIS WORK. 4. CONTRACTOR SHALL EXAMINE THE DETAILS FOR ADDITIONALREQUIREMENTS FOR THE IRRIGATION SYSTEM AND ITS INSTALLATION. 5. IRRIGATION DRAWINGS ARE SCHEMATIC IN NATURE. AT TIMES MAIN LINES, LATERALS AND VALVES MAY BE SHOWN IN PAVED AREAS OR OUTSIDE THE PROPERTY LINE FOR PLAN CLARITY PURPOSES ONLY. THE CONTRACTOR SHALL STAKE OUT IN THE FIELD ALL PRINCIPLE SYSTEM COMPONENTS FOR APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION. 6. THE SYSTEM HAS BEEN DESIGNED TO FUNCTION WITH A MINIMUMDYNAMIC WATER PRESSURE OF 63 PSI AT A MINIMUM RATE OF 37.5 GPM AT THE POINT WHERE THE WATER METER IS CONNECTED. THE CONTRACTOR SHALL TAKE THREE READINGS (ONE AT 7:00 A.M., ONE AT 12:00 P.M., AND ONE AT 7:00 P.M.) ON TWO SEPARATE DAYS AND SUBMIT TO THE OWNERS REPRESENTATIVE FOR VERIFICATION OF PRESSUREPRIOR TO BEGINNING THE WORK. 7. ALL TRENCHING WITHIN DRIP LINES OF EXISTING TREES SHALL BE BYHAND TOOLS. SHOULD ROOTS OVER 3" IN DIAMETER BE ENCOUNTERED, THE CONTRACTOR MAY PROVIDE ANOTHER PIPE ROUTE IF LOCATION IS PROVIDED ON THE AS-BUILT DOCUMENTS. 8. THE CONTRACTOR SHALL DEMONSTRATE TO AN OWNER'S REPRESENTATIVE THAT THE IRRIGATION SYSTEM IS FULLY FUNCTIONAL AND RUNNING PROPERLY PRIOR TO FINAL ACCEPTANCE AND BEGINNING OF THE WARRANTY PERIOD. 9. NEW SYSTEM COMPONENTS ARE SHOWN. CONTRACTOR SHALLPRODUCE AND INCLUDE IN HIS PRICING AN AS-BUILT FILE MARK UP, LAMINATED AT 24"X36" OF THE IRRIGATION SYSTEM, INCLUDING ANY DEVIATIONS FROM THE PROPOSED PLAN. 1. THE TEMPORARY IRRIGATION PLAN IDENTIFIES AREAS THAT ARE TORECEIVE VEGETATION AND TEMPORARY WATERING FORESTABLISHMENT. 2. CONTRACTOR MUST MAKE ALL ARRANGEMENTS & PAYMENT FOR TEMPORARY WATER, MEETING ALL REQUIREMENTS OF LOCAL JURISDICTION. 3. CONTRACTOR IS RESPONSIBLE FOR METHODS, COST, FREQUENCY, QUANTITY, AND ALL MAINTENANCE UNTIL LANDSCAPE HAS BEENESTABLISHED & ACCEPTED BY THE OWNER'S REPRESENTATIVE & MEETS THE REQUIREMENTS OF THE SPECIFICATIONS. 4. THE CONTRACTOR SHALL UTILIZE TEMPORARY IRRIGATION BY ANY METHOD APPROVED BY THE OWNER'S REPRESENTATIVE ON THE CONDITION THAT PLANTING ESTABLISHMENT AND ACCEPTANCE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. TEMPORARY IRRIGATION NOTES IRRIGATION MODIFICATION NOTES THE CONTRACTOR SHALL VISIT THE SITE & DOCUMENT THE EXISTING IRRIGATION SYSTEM TO A LEVEL SUFFICIENT TO DETERMINE: 1. THAT THE BACKFLOW PREVENTION DEVICE ON THE EXISTING SYSTEM ISFUNCTIONAL. IF NOT, HE SHALL PROVIDE A NEW ONE. 2. THAT THE EXISTING CONTROLLER CAN ACCOMMODATE NEW ZONES OR EXISTING ZONES MODIFIED WITHIN TCEQ DESIGN CRITERIA TO ACCOMMODATE EXISTING ZONES. PROVIDE NEW CONTROLLER IS NECESSARY. 3. IF EXISTING RAIN/FREEZE SENSOR IS PRESENT & FUNCTIONAL. IF NOT, PROVIDE ONE COMPATIBLE WITH CONTROLLER. 4. WHAT MANUFACTURER IS CURRENTLY IN USE & PROVIDE SAME BRANDOF EQUIPMENT TO MODIFIED ZONES. CONTRACTOR SHALL: 1. FOLLOW ALL TCEQ IRRIGATION REQUIREMENTS & STANDARDS. 2. PROVIDE LAMINATED 8 12" X 11" AS-BUILT OF THE FINISHED/MODIFIED SYSTEM. 3. DEMONSTRATE TO AN OWNER'S REPRESENTATIVE THAT THE IRRIGATION SYSTEM IS FULLY FUNCTIONAL AND RUNNING PROPERLY PRIOR TO FINALACCEPTANCE AND BEGINNING OF THE WARRANTY PERIOD 4. PROVIDE THAT ALL TRENCHING WITHIN DRIP LINE OF EXISTING TREESSHALL BE DONE WITH HAND TOOLS AND SHALL NOT CUT ANY ROOT OVER 3" DIAMETER. 5. EXAMINE THE PLANS IN THEIR ENTIRETY TO DETERMINE THE APPROXIMATE LOCATION OF EXISTING AND PROPOSED UTILITIES. HE SHALL ALSO CONTACT THE APPROPRIATE AUTHORITY TO MARK UTILITIES ON THE SITE. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLEFOR ANY DAMAGES TO UTILITIES ON THE SITE CAUSED BY HIS WORK. ADDITIONAL NOTES: 1. ALL EXISTING ZONES TO BE CONVERTED TO AC AND CONNECTED TOPROPOSED CONTROLLER SYMBOL MANUFACTURER/MODEL/DESCRIPTION Rain Bird 1812-PRS 8 Series MPR Shrub Spray 12in. Pop-Up Sprinkler with Co-Molded Wiper Seal. Side and Bottom Inlet. 1/2in. NPT Female Threaded Inlet. With Pressure Regulating Device. Rain Bird 1812-PRS 10 Series MPRShrub Spray 12in. Pop-Up Sprinkler with Co-Molded Wiper Seal.Side and Bottom Inlet. 1/2in. NPT Female Threaded Inlet. WithPressure Regulating Device. Hunter PROS-PRS30-00-PCN 10 Flood Bubbler, on Rain Bird RD06-S-P-F-30 Nozzle Body SYMBOL MANUFACTURER/MODEL/DESCRIPTION Rain Bird PEBPlastic Industrial Remote Control Valve. Low Flow OperatingCapability, Globe Configuration. HOSE BIBBHOSE BIBB PROVIDED BY CONTRACTOR Shut Off Valve Rain Bird PEB 2" 2in., Plastic Industrial Master Valves. Low Flow Operating Capability, Globe Configuration. Rainbird PEB master valve and hydrometer to be supplied by the City of Denton. 2 pairs of wire to be installed, one pair to be red and white and the other pair to be blue and yellow. Rain Bird PEB 2"2in., Plastic Industrial Master Valves. Low Flow Operating Capability, Globe Configuration. Rainbird PEB master valve and hydrometer to be supplied by the City of Denton. 2 pairs of wire to be installed, one pair to be red and white and the other pair to be blue and yellow. New Zurn 375 2" Reduced Pressure Principle Assembly. Within Hot Box Model LB1T Installed on a 24"x36" Concrete Pad. New Zurn 375 2"Reduced Pressure Principle Assembly. Within Hot Box Model LB1T Installed on a 24"x36" Concrete Pad. Motorola IS-R1A-RU-SS IIR-M / SS PED. W/ SURGEPower Source• 10.8-16VDC• 18-72VDC with / without battery charger• 100-264VAC with / without battery charger To be wall mounted. Controller will be provided by the City of Denton and will be installed by COD Rain Bird WR2-RFSWireless Rain/Freeze Sensor. Water Meter 2" New Water Meter 3/4"Existing Irrigation Lateral Line: PVC Class 200 SDR 21 ONLY LATERAL TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" IN SIZE. FHTQ 8 8 8 8 Q T H F 10 10 10 10 25 50 10 20 MV MV2 BF BF2 C WS M M IRRIGATION SCHEDULE LIMITS OF DISTURBANCEIMPACT AREA FLOODWAY FLOODPLAIN MATCHLINE LEGEND: Irrigation Mainline: PVC Class 200 SDR 21 Pipe Sleeve: PVC Schedule 40 # #" Valve Number # Valve Callout Valve Flow Valve SizeTEMPORARY IRRIGATION OVERALL IRRIGATION KEY PLAN IR1.01 1 OVERALL IRRIGATION PLAN 1" 80'-0"Ԁ OVERALL IRRIGATION KEY PLAN IR1.01 CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS IR1.02 IR1.03 IR1.04 IR1.05 AUBURN ST.BOWLING GREEN ST.HHHHHH HH HHHH HHHC DEVEL O P M E N T I M P A C T A R E ADEVELOPMENT IMPACT AREADEVELO P M E N T I M P A C T A R E A DEVELOPMENT IMPACT AREA LIMIT OF FLOODWAY LIMIT OF F L O O D P L A I N J ELECTRICAL CONDUIT AND EQUIPMENT. REFER TO SHEETS E.00 - E.04 FOR ELECTRICAL PLANS AND DETAILS. HH HHHH HHHH HHHH HHHH GARDEN BEDS TO HAVE HOSE BIBB FOR GARDEN OWNERS USE CONTRACTOR TO INSTALL TEMPORARY IRRIGATION TO ALL DISTURBED AREAS UNTIL ESTABLISHMENT OF SOD CONTRACTOR TO INSTALL TEMPORARY IRRIGATION TO ALL DISTURBED AREAS UNTIL ESTABLISHMENT OF SOD CONTRACTOR TO INSTALL TEMPORARY IRRIGATION TO ALL DISTURBED AREAS UNTIL ESTABLISHMENT OF SOD GARDEN BEDS TO HAVE HOSE BIBB FOR GARDEN OWNERS USE C WS CONTRACTOR TO INSTALL TEMPORARY IRRIGATION TO 8 8 88 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 3 4" 34" CONTRACTOR TO INSTALL TEMPORARY IRRIGATION TO ALL DISTURBED AREAS UNTIL ESTABLISHMENT OF SOD 114" 114"511 1" 2" 34" 34" 34" 3 4" 34" M 34" 3 4" 1" 1" 114" EXISTING DRINKING FOUNTAIN; WATER LINE FROM DRINKING FOUNTAIN TO COMMUNITY GARDEN TO BE CAPPED EXISTING 3/4" WATER METER TO REMAIN 1" 2" 2" 2" 2" 2" 2" 2" 2" 2"2" CONTROLLER TO BE WALL MOUNTED ON BACK OF COMPOST WALL. REFER TO DETAIL 8/IR1.06 3" 3" 34" 110.9 1" 228.4 112" 1" 1" 112" 114" 34" 2" 2" LIMITS OF DISTURBANCEIMPACT AREA FLOODWAY FLOODPLAIN MATCHLINE LEGEND: SYMBOL MANUFACTURER/MODEL/DESCRIPTION Rain Bird 1812-PRS 8 Series MPR Shrub Spray 12in. Pop-Up Sprinkler with Co-Molded Wiper Seal. Side and Bottom Inlet. 1/2in. NPT Female Threaded Inlet. With Pressure Regulating Device. Rain Bird 1812-PRS 10 Series MPR Shrub Spray 12in. Pop-Up Sprinkler with Co-Molded Wiper Seal. Side and Bottom Inlet. 1/2in. NPT Female Threaded Inlet. With Pressure Regulating Device. Hunter PROS-PRS30-00-PCN 10Flood Bubbler, on Rain Bird RD06-S-P-F-30 Nozzle Body SYMBOL MANUFACTURER/MODEL/DESCRIPTION Rain Bird PEB Plastic Industrial Remote Control Valve. Low Flow Operating Capability, Globe Configuration. HOSE BIBBHOSE BIBB PROVIDED BY CONTRACTOR Shut Off Valve Rain Bird PEB 2" 2in., Plastic Industrial Master Valves. Low Flow Operating Capability, Globe Configuration. Rainbird PEB master valve andhydrometer to be supplied by the City of Denton. 2 pairs of wire tobe installed, one pair to be red and white and the other pair to beblue and yellow. Rain Bird PEB 2" 2in., Plastic Industrial Master Valves. Low Flow Operating Capability, Globe Configuration. Rainbird PEB master valve and hydrometer to be supplied by the City of Denton. 2 pairs of wire to be installed, one pair to be red and white and the other pair to be blue and yellow. New Zurn 375 2"Reduced Pressure Principle Assembly. Within Hot Box ModelLB1T Installed on a 24"x36" Concrete Pad. New Zurn 375 2" Reduced Pressure Principle Assembly. Within Hot Box Model LB1T Installed on a 24"x36" Concrete Pad. Motorola IS-R1A-RU-SS IIR-M / SS PED. W/ SURGEPower Source • 10.8-16VDC • 18-72VDC with / without battery charger • 100-264VAC with / without battery charger To be wall mounted. Controller will be provided by the City of Denton and will be installed by COD Rain Bird WR2-RFS Wireless Rain/Freeze Sensor. Water Meter 2" New Water Meter 3/4" Existing Irrigation Lateral Line: PVC Class 200 SDR 21 ONLY LATERAL TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" INSIZE. FHTQ 8 8 8 8 Q T H F 10 10 10 10 25 50 10 20 MV MV2 BF BF2 C WS M M IRRIGATION SCHEDULE Irrigation Mainline: PVC Class 200 SDR 21 Irrigation Mainline: PVC Class 200 SDR 21 Pipe Sleeve: PVC Schedule 40 # #" Valve Number # Valve Callout Valve Flow Valve SizeTEMPORARY IRRIGATION NOTESDRAWNDESIGNDATE SCALE FILE NO. CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS IRRIGATION PLAN IR1.02 1 IRRIGATION PLAN 1" 20 -0" IRRIGATION PLAN IR1.02 CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSMATCHLINE - SEE SHEET IR1.03MATCHLINE - SEE SHEET IR1.05 BOWLING GREEN ST. DEVELOPMENT IMPACT ARE A DEVELOPMENT IMPACT AREA DEVELOPMENT IMPACT AR E A LIMIT OF FLOODWAY LIMIT OF F L O O D P L A I N L IM I T O F F LOOD P L A I N CONTRACTOR TO INSTALL TEMPORARY IRRIGATION TO ALL DISTURBED AREAS UNTIL ESTABLISHMENT OF SOD 2" 2" SYMBOL MANUFACTURER/MODEL/DESCRIPTION LIMITS OF DISTURBANCE IMPACT AREA FLOODWAY FLOODPLAIN MATCHLINE LEGEND: SYMBOL MANUFACTURER/MODEL/DESCRIPTION Rain Bird 1812-PRS 8 Series MPR Shrub Spray 12in. Pop-Up Sprinkler with Co-Molded Wiper Seal. Side and Bottom Inlet. 1/2in. NPT Female Threaded Inlet. With Pressure Regulating Device. Rain Bird 1812-PRS 10 Series MPRShrub Spray 12in. Pop-Up Sprinkler with Co-Molded Wiper Seal.Side and Bottom Inlet. 1/2in. NPT Female Threaded Inlet. WithPressure Regulating Device. Hunter PROS-PRS30-00-PCN 10 Flood Bubbler, on Rain Bird RD06-S-P-F-30 Nozzle Body SYMBOL MANUFACTURER/MODEL/DESCRIPTION Rain Bird PEBPlastic Industrial Remote Control Valve. Low Flow OperatingCapability, Globe Configuration. HOSE BIBB HOSE BIBB PROVIDED BY CONTRACTOR Shut Off Valve Rain Bird PEB 2"2in., Plastic Industrial Master Valves. Low Flow Operating Capability, Globe Configuration. Rainbird PEB master valve and hydrometer to be supplied by the City of Denton. 2 pairs of wire to be installed, one pair to be red and white and the other pair to be blue and yellow. Rain Bird PEB 2"2in., Plastic Industrial Master Valves. Low Flow OperatingCapability, Globe Configuration. Rainbird PEB master valve and hydrometer to be supplied by the City of Denton. 2 pairs of wire to be installed, one pair to be red and white and the other pair to beblue and yellow. New Zurn 375 2" Reduced Pressure Principle Assembly. Within Hot Box Model LB1T Installed on a 24"x36" Concrete Pad. FHTQ 8 8 8 8 Q T H F 10 10 10 10 25 50 10 20 MV MV2 BF IRRIGATION SCHEDULE Irrigation Mainline: PVC Class 200 SDR 21 Pipe Sleeve: PVC Schedule 40 # #" Valve Number # Valve Callout Valve Flow Valve SizeTEMPORARY IRRIGATION Reduced Pressure Principle Assembly. Within Hot Box Model LB1T Installed on a 24"x36" Concrete Pad. New Zurn 375 2"Reduced Pressure Principle Assembly. Within Hot Box ModelLB1T Installed on a 24"x36" Concrete Pad. Motorola IS-R1A-RU-SS IIR-M / SS PED. W/ SURGE Power Source • 10.8-16VDC• 18-72VDC with / without battery charger• 100-264VAC with / without battery chargerTo be wall mounted. Controller will be provided by the City of Denton and will be installed by COD Rain Bird WR2-RFS Wireless Rain/Freeze Sensor. Water Meter 2" New Water Meter 3/4" Existing Irrigation Lateral Line: PVC Class 200 SDR 21ONLY LATERAL TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" IN SIZE. BF2 C WS M M IRRIGATION PLAN IR1.03 1 IRRIGATION PLAN 1" 20 -0" IRRIGATION PLAN IR1.03 CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTSMATCHLINE - SEE SHEET IR1.04MATCHLINE - SEE SHEET IR1.02 WINDSOR DR . DEVELO P M E N T I M P A C T A R E A DEVELOPMENT IM P A C T A R E A DE V E L O P M E N T I M P A C T A R E A DEVELOPMENT IMPACT AREA DEVELOPMENT IMPACT AR E A LIMIT OF FLOODWAY CONTRACTOR TO INSTALL TEMPORARY IRRIGATION TO ALL DISTURBED AREAS UNTIL ESTABLISHMENT OF SOD CONTRACTOR TO INSTALL TEMPORARY IRRIGATION TO ALL DISTURBED AREAS UNTIL ESTABLISHMENT OF SOD 34" 56 1" 2" SYMBOL MANUFACTURER/MODEL/DESCRIPTION LIMITS OF DISTURBANCE IMPACT AREA FLOODWAY FLOODPLAIN MATCHLINE LEGEND: SYMBOL MANUFACTURER/MODEL/DESCRIPTION Rain Bird 1812-PRS 8 Series MPR Shrub Spray 12in. Pop-Up Sprinkler with Co-Molded Wiper Seal.Side and Bottom Inlet. 1/2in. NPT Female Threaded Inlet. WithPressure Regulating Device. Rain Bird 1812-PRS 10 Series MPR Shrub Spray 12in. Pop-Up Sprinkler with Co-Molded Wiper Seal. Side and Bottom Inlet. 1/2in. NPT Female Threaded Inlet. WithPressure Regulating Device. Hunter PROS-PRS30-00-PCN 10 Flood Bubbler, on Rain Bird RD06-S-P-F-30 Nozzle Body SYMBOL MANUFACTURER/MODEL/DESCRIPTION Rain Bird PEB Plastic Industrial Remote Control Valve. Low Flow Operating Capability, Globe Configuration. HOSE BIBB HOSE BIBB PROVIDED BY CONTRACTOR Shut Off Valve Rain Bird PEB 2" 2in., Plastic Industrial Master Valves. Low Flow OperatingCapability, Globe Configuration. Rainbird PEB master valve andhydrometer to be supplied by the City of Denton. 2 pairs of wire tobe installed, one pair to be red and white and the other pair to be blue and yellow. Rain Bird PEB 2" 2in., Plastic Industrial Master Valves. Low Flow Operating Capability, Globe Configuration. Rainbird PEB master valve andhydrometer to be supplied by the City of Denton. 2 pairs of wire tobe installed, one pair to be red and white and the other pair to beblue and yellow. FHTQ 8 8 8 8 Q T H F 10 10 10 10 25 50 10 20 MV MV2 IRRIGATION SCHEDULE Irrigation Mainline: PVC Class 200 SDR 21 Irrigation Mainline: PVC Class 200 SDR 21 Pipe Sleeve: PVC Schedule 40 # #" Valve Number # Valve Callout Valve Flow Valve SizeTEMPORARY IRRIGATION New Zurn 375 2"Reduced Pressure Principle Assembly. Within Hot Box ModelLB1T Installed on a 24"x36" Concrete Pad. New Zurn 375 2" Reduced Pressure Principle Assembly. Within Hot Box Model LB1T Installed on a 24"x36" Concrete Pad. Motorola IS-R1A-RU-SS IIR-M / SS PED. W/ SURGEPower Source • 10.8-16VDC • 18-72VDC with / without battery charger • 100-264VAC with / without battery charger To be wall mounted. Controller will be provided by the City of Denton and will be installed by COD Rain Bird WR2-RFS Wireless Rain/Freeze Sensor. Water Meter 2" New Water Meter 3/4"Existing Irrigation Lateral Line: PVC Class 200 SDR 21 ONLY LATERAL TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" INSIZE. BF BF2 C WS M M IRRIGATION PLAN IR1.04 1 IRRIGATION PLAN 1" 20 -0" IRRIGATION PLAN IR1.04 CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTSMATCHLINE - SEE SHEET IR1.03 46'-0"APPROX.EASEMENT ADA ADA HC HC DEVELOPMENT IMPACT AREA DEVELOPMENT IMPACT AREALIMIT OF FL O OD WAYLIMIT OF FLOODPLAIN34" CONTRACTOR TO INSTALL TEMPORARY IRRIGATION TO ALL DISTURBED AREAS UNTIL ESTABLISHMENT OF SOD 310 1" 49 1" 3 4" M BFBF2 MV MV2 RPZ TO BE INSTALLED ON CONCRETE PAD. REFER TO DETAIL 3/IR1.06 3" 2" TAP ON 6" WATER MAIN TO BE PERFORMED BY CITY OF DENTON WATER UTILITIES 34" 2" 3" 3" 3" LIMITS OF DISTURBANCEIMPACT AREA FLOODWAY FLOODPLAIN MATCHLINE LEGEND: SYMBOL MANUFACTURER/MODEL/DESCRIPTION Rain Bird 1812-PRS 8 Series MPR Shrub Spray 12in. Pop-Up Sprinkler with Co-Molded Wiper Seal.Side and Bottom Inlet. 1/2in. NPT Female Threaded Inlet. WithPressure Regulating Device. Rain Bird 1812-PRS 10 Series MPR Shrub Spray 12in. Pop-Up Sprinkler with Co-Molded Wiper Seal. Side and Bottom Inlet. 1/2in. NPT Female Threaded Inlet. With Pressure Regulating Device. Hunter PROS-PRS30-00-PCN 10 Flood Bubbler, on Rain Bird RD06-S-P-F-30 Nozzle Body SYMBOL MANUFACTURER/MODEL/DESCRIPTION Rain Bird PEB Plastic Industrial Remote Control Valve. Low Flow Operating Capability, Globe Configuration. HOSE BIBB HOSE BIBB PROVIDED BY CONTRACTOR Shut Off Valve Rain Bird PEB 2" 2in., Plastic Industrial Master Valves. Low Flow Operating Capability, Globe Configuration. Rainbird PEB master valve andhydrometer to be supplied by the City of Denton. 2 pairs of wire tobe installed, one pair to be red and white and the other pair to beblue and yellow. Rain Bird PEB 2" 2in., Plastic Industrial Master Valves. Low Flow Operating Capability, Globe Configuration. Rainbird PEB master valve and hydrometer to be supplied by the City of Denton. 2 pairs of wire to be installed, one pair to be red and white and the other pair to be blue and yellow. New Zurn 375 2"Reduced Pressure Principle Assembly. Within Hot Box ModelLB1T Installed on a 24"x36" Concrete Pad. New Zurn 375 2" Reduced Pressure Principle Assembly. Within Hot Box Model LB1T Installed on a 24"x36" Concrete Pad. Motorola IS-R1A-RU-SS IIR-M / SS PED. W/ SURGEPower Source • 10.8-16VDC • 18-72VDC with / without battery charger • 100-264VAC with / without battery charger To be wall mounted. Controller will be provided by the City of Denton and will be installed by COD Rain Bird WR2-RFS Wireless Rain/Freeze Sensor. Water Meter 2" New Water Meter 3/4" Existing Irrigation Lateral Line: PVC Class 200 SDR 21 ONLY LATERAL TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" INSIZE. FHTQ 8 8 8 8 Q T H F 10 10 10 10 25 50 10 20 MV MV2 BF BF2 C WS M M IRRIGATION SCHEDULE Irrigation Mainline: PVC Class 200 SDR 21 Irrigation Mainline: PVC Class 200 SDR 21 Pipe Sleeve: PVC Schedule 40 # #" Valve Number # Valve Callout Valve Flow Valve SizeTEMPORARY IRRIGATION IRRIGATION PLAN IR1.05 1 IRRIGATION PLAN 1" 20'-0"Ԁ IRRIGATION PLAN IR1.05 CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS MATCHLINE - SEE SHEET IR1.02 IRRIGATION DETAILS IR1.06 IRRIGATION DETAILS IR1.06 CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS SET BOX 2" ABOVE GRADE IN BED AREAS, 1" IN TURF AREAS, TYP. SCH. 80 PVC BALL VALVE MASTER VALVE, SIZED PER PLAN DBY/DBR SPLICES, TYP.4"MIN.18"TYP.3" DEPTH PEA GRAVEL BRICK SUPPORT, EACH SIDE, AS NEEDED TOREACH CLEARANCE,TYP. *NOTE* INLET PIPE LENGTH OF SENSOR MUST BE MIN. 10x PIPE DIA. STRAIGHT,CLEAN RUN OF PIPE, NO FITTINGS OR TURNS. *NOTE* OUTLET PIPE LENGTH OF SENSOR MUST BE MIN. 5x PIPE DIA. STRAIGHT, CLEAN RUN OF PIPE, NOFITTINGS OR TURNS. FLOW SENSOR PER PLAN MASTER VALVE AND FLOW METER 1 1/2" 1'-0"Ԁ1 FIBERGLASS ENCLOSURE (HOTBOX MODEL #LB1T)2'-4"1'-2"6"1'-6"3'-11" 2" K COPPER PIPE AND FITTINGS 2" UNION, EACH SIDE 3" DIAM. PVC SLEEVES THROUGH SLAB RPZ (MODEL AND SIZE PER PLAN) 3,000 PSICONCRETE SLAB W/ #3 BARS 12" O.C.E.W. COPPER FEMALEADAPTER PVC MALE ADAPTER FROM METER TO VALVES RPZ 1" 1'-0"Ԁ Y-STRAINER PER LOCAL CODE COORDINATE WITHMEP TO GET 120V POWER FORHOTBOX 3 *VALVE/BOX REQUIREMENTS, MAX. MANIFOLDING: - ONE 1 12" VALVE PER STANDARD VALVE BOX- TWO 1" VALVES PER STANDARD VALVE BOX - TWO 1 12" VALVES PER JUMBO VALVE BOX- THREE 1" VALVES PER JUMBO VALVE BOX AUTOMATIC SYSTEM VALVE 1 1/2" 1'-0"Ԁ6"12" MIN4"WIRE IN CONDUIT UNDERPAVING ONLY MAIN LINE TOP OF PIPEAT 18" DEPTH 3" DEPTH PEA GRAVEL BRICK SUPPORT, EACH SIDE, AS NEEDED TO REACH CLEARANCE, TYP. SCH. 80 PVC NIPPLES, SAME AS VALVE SIZE, TYP. SPEARS SCH. 80 PVC BALL VALVE VALVE SIZED PER PLAN SET BOX 2" ABOVEGRADE IN BED AREAS,1" IN TURF AREAS, TYP. VALVE BOX DBY/DBR SPLICES 4 3"1'-0" MIN.1'-4" MAX.BUBBLER HEAD 1 1/2" 1'-0"Ԁ 2'-0" TYP. FLEX PIPE ASSEMBLY COMPACT SOILAROUND HEAD MULCH LAYER 4" POP-UP W/ FLOOD BUBBLER PER LEGEND, 2 PER TREE PVC LATERAL LINES 5 FROM METER TO VALVES DOUBLE CHECK ASSEMBLY 1" 1'-0"Ԁ 6" MIN.COPPER FEMALE ADAPTER PVC MALE ADAPTER TO 2" PVC MAIN (1) BRICK EACH SIDE 6" PEA GRAVEL 2" K COPPER PIPE & FITTINGS 2" UNION, EACH SIDE 2" DCA PER PLANS JUMBO VALVE BOX WITH FLAT TOP LID 6 BRASS ISOLATION VALVE 1 1/2" 1'-0"Ԁ 3" DEPTH PEA GRAVEL BRICK SUPPORT, 1 PER SIDE, TYP. PVC MALE ADAPTERS, TYP. BRASS GATE VALVE PER LEGEND SET BOX 2" ABOVE GRADE IN BED AREAS, 1" IN TURF AREAS, TYP. VALVE BOX, PER SPECS. 2 SPRAY HEAD 3" 1'-0"Ԁ COMPACT SOIL AROUND HEAD - SET TOP OF HEAD 1/4" ABOVE FINISH GRADE 12" POP-UP SPRAY PER LEGEND FLEX PIPE ASSEMBLY CLASS 200 PVCLATERAL LINES1'-0" MIN.1'-4" MAX.NOTE: CONTRACTOR TO INSTALL SPRAY BODIES WITH CHECK VALVES ON HEADS THAT ARE LOW ON THE ZONE. .SIGNAGE - NON-POTABLE WATER 3" 1'-0" SIGN IS PROMINENTLY POSTED IN EACH AREA BEINGIRRIGATED, IDENTIFIED INENGLISH AND SPANISH 8" MIN.8" MIN. NON-POTABLE WATER DO NOT DRINK AGUA SUCIA NO PARA BEBER FORILLUSTRATIVEPURPOSES ONLY 103'-6" TO CENTEROF LCD SCREENCONTROLLER PER LEGEND, WALL MOUNT, STAINLESS STEEL CABINET ELEC. CONDUIT FOR 120 V, ac (60 Hz) POWER SERVICE ELEC. CONDUIT FOR WIRING (4) GALVANIZED MOUNTING BRACKETS, SPACE EVENLY IRRIGATION CONTROLLER - WALL MOUNT 1" 1'-0"8 1" 1'-0" HOSE BIBB AT GARDEN REDUCING COUPLING.1"X1-1/4" GALVANIZED THREADED 1"X3" GALVANIZED NIPPLE. RANCH STYLE HYDRANT3/4" MALE HOSE TO 1" FEMALE PIPE FINISHED GRADE. 1-1/4" GALVANIZED ELL WITH SHORT 1-1/4" GALVANIZED RISER. BRASS ISOLATION VALVE, 1-1/4" GALVANIZED SHORT NIPPLE. 1-1/4" GALVANIZED TEE WITH PLUG. 1-1/4" GALVANIZED SHORT NIPPLE. STAKE, SLOPE TOP.4X4 REDWOOD 2'-0"STEELCLAMPS. STAINLESS PVC SLIP-THREAD COUPLER.2'-6" MINIMUMNIPPLE. REFER TO DETAIL 2/IR1.06 P-PA-BOW1-40 AUBURN ST.BOWLING GREEN ST.BOWLING GREEN ST.WINDSOR DR .1.2.3.4.5.6.7.LAYOUT & DIMENSION GENERAL NOTESADA ADA HC HC LIMITS OF DISTURBANCEIMPACT AREA FLOODWAY FLOODPLAIN MATCHLINE LEGEND:GARDCO OPTIFORM PLAYGROUND AREA LIGHT FIXTURE GARDCO PUREFORM LED POST TOP GARDEN LIGHTING PUREFORM LED BOLLARD PBLPEDESTRIAN LIGHT FIXTURE LIGHTING LEGEND: M 1. PROCEDURES REQUIRED PRIOR TO CONSTRUCTION: THE FOLLOWING PROCEDURES SHALL BE FOLLOWEDON ALL TYPES OF CONSTRUCTION PROJECTS. A. DURING PRE-CONSTRUCTION, TREES TO BE REMOVED SHOULD BE REMOVED FROM THE SITE IN A MANNER TO AVOID INJURY TO REMAINING TREES, INCLUDING THE REMOVAL OF STUMPS AND/OR ROOT SYSTEMS. HEAVY EQUIPMENT SHALL NOT ENCROACH ON THE ROOT SYSTEMS OF TREES TO BE RETAINED OR OTHER TREES OF HIGH VALUE. IFNECESSARY, TREES SHOULD BE REMOVED MANUALLY WITH CHAIN SAWS, AND STUMPSSHOULD BE GROUND OUT INSTEAD OF USING HEAVY EQUIPMENT. B. CRITICAL ROOT ZONES SHALL BE ESTABLISHED AND MAINTAINED FOR ALL TREES TO BE CONSERVED ON A CONSTRUCTION SITE. THIS AREA MAY BE ADJUSTED FOR EXISTING BUILDINGS, WALKWAYS, AND ROADS BY PERMISSION OF OWNER. BARRICADES SHALL BE 4 FOOT HIGH ORANGE VINYL CONSTRUCTION FENCE. SIGNS, IN ENGLISH AND SPANISH SHALL BE PLACED VISIBLE FROM ALL DIRECTIONS, ALONG THE FENCE TO INFORM WORKERS OF THE PURPOSE OF THE BOUNDARY. THE BARRIER AND PROPERSIGNAGE SHALL BE INSTALLED PRIOR TO ANY SITE PREPARATION AND SHALL BEMAINTAINED THROUGHOUT ALL PHASES OF THE CONSTRUCTION PROJECT. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE INSTALLED OR MAINTAINED IN A MANNER WHICH DOES NOT RESULT IN SOIL BUILDUP WITHIN THE TREE DRIP LINE. APPLY 4 INCHES OF COURSE MULCH WITHIN PROTECTION AREAS TO HELP REDUCE MOISTURE STRESS AND REDUCE MAINTENANCE. C. WHERE EXCAVATIONS ARE PERFORMED WITHIN THE ROOT ZONE OF TREES,TRENCHING SHOULD BE PERFORMED MANUALLY, OR BY USING A VIBRATORY PLOW,DIRECTIONAL BORER, OR BY AIR SPADING. BACKHOES SHALL NOT BE USED TO RIPROOTS AT CONSIDERABLE DISTANCES FROM THE POINT OF EXCAVATION. WHENTRENCHING OR MODIFICATION OF THE ROOT ZONE ENCROACHES HEAVILY ONTO ESTABLISHED TREES, A ROOT PRUNING METHOD SHOULD BE EMPLOYED WHERE THE ROOTS ARE EXPOSED AND TRIMMED WITH PROPER PRUNING TOOLS SEVERAL INCHES TO THE SIDE OF THE TRENCH BORDERING THE TRUNK OF THE AFFECTED TREE. TEARING OF ROOTS IS TO BE AVOIDED. SUPPLEMENTAL IRRIGATION SHALL START IFNEEDED. ANY ROOTS EXPOSED BY CONSTRUCTION ACTIVITY SHALL BE PRUNED FLUSHTO THE SOIL AND SEALED USING LAC BALSAM. BACKFILL ROOT AREAS WITH GOODQUALITY TOP SOIL AS SOON AS POSSIBLE (I.E. WITHIN THE SAME WORKDAY). IF ROOTS ARE NOT BACKFILLED WITHIN THIS TIME, THEY SHALL BE COVERED WITH ORGANIC MATERIAL SUCH AS COMPOSTED MULCH TO A DEPTH OF 4 INCHES, WHICH WILL REDUCE TEMPERATURE AND MINIMIZE WATER LOSS DUE TO EVAPORATION. D. ALL TREES DIRECTLY ADJACENT TO BUILDINGS SHOULD BE PRUNED FOR CANOPY RAISING TO PROVIDE A MINIMUM OF 4 TO 6 FEET OF CLEARANCE OVER THE BUILDINGSAS WELL AS CANOPY REDUCTION PRUNING TO PROVIDE A MINIMUM OF 2 FEETCLEARANCE AWAY FROM THE SIDES OF BUILDINGS. 3. THE FOLLOWING ACTIVITIES ARE PROHIBITED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF ANY PROTECTED TREE SUBJECT TO THE REQUIREMENTS OF THE CITY ORDINANCE. A. MATERIAL STORAGE: NO MATERIALS INTENDED FOR USE IN CONSTRUCTION OR WASTE MATERIALS ACCUMULATED DUE TO EXCAVATION OR DEMOLITION SHALL BE PLACED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF ANY PROTECTED TREE. B. EQUIPMENT CLEANING/LIQUID DISPOSAL: NO EQUIPMENT SHALL BE CLEANED OR OTHER LIQUIDSDEPOSITED OR ALLOWED TO FLOW OVERLAND WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF APROTECTED TREE. THIS INCLUDES, WITHOUT LIMITATION, PAINT, OIL, SOLVENTS, ASPHALT, CONCRETE, MORTAR OR SIMILAR MATERIALS. C. TREE ATTACHMENTS: NO SIGNS, WIRES OR OTHER ATTACHMENTS, OTHER THAN THOSE A PROTECTIVE NATURE, SHALL BE ATTACHED TO ANY PROTECTED TREE. D. GRADE CHANGES: NO GRADE CHANGES SHALL BE ALLOWED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF ANY PROTECTED TREE UNLESS ADEQUATE CONSTRUCTION METHODS ARE APPROVED BY THELANDSCAPE ARCHITECT. E. IMPERVIOUS PAVING: NO PAVING WITH ASPHALT, CONCRETE OR OTHER IMPERVIOUS MATERIALS THAT MAY REASONABLY BE EXPECTED TO KILL A TREE SHALL BE PLACED WITHIN THE LIMITS OF CRITICAL ROOT ZONE OF A PROTECTED TREE EXCEPT AS OTHERWISE ALLOWED IN THE CITY ORDINANCE. 4. PROHIBITED ACTIVITIES IN DRIP-LINE: NO HEAVY EQUIPMENT, INCLUDING BUT NOT LIMITED TO TRUCKS, TRACTORS, TRAILERS, BULLDOZERS, BOBCAT TRACTORS, TRENCHERS, COMPRESSORS, AND HOISTS, SHALL BE ALLOWED INSIDE THE DRIP-LINE OF ANY PROTECTED TREE ON ANY CONSTRUCTION SITE WITHOUT THE SPECIFIC APPROVAL OF THE LANDSCAPE ARCHITECT. 5. TREES THAT WERE PREVIOUSLY IRRIGATED SHALL BE IRRIGATED DURING CONSTRUCTION. THEY SHALLRECEIVE A MIN. OF ONE INCH OF WATER PER WEEK FROM THE COMBINATION OF RAINFALL ANDIRRIGATION. TREES WITH ROOT-DAMAGE SHALL RECEIVE TWO INCHES OF WATER PER WEEK FROM COMBINATION OF RAINFALL AND IRRIGATION. 6. CONTRACTOR RESPONSIBLE FOR ANY DAMAGE TO TREES THAT ARE TO REMAIN. CONTRACTOR TO INSTALL NEW TREE OF EQUIVALENT SIZE IF DAMAGED DURING CONSTRUCTION. TREE MITIGATION NOTES LIMITS OF DISTURBANCE IMPACT AREA FLOODWAY FLOODPLAIN MATCHLINE LEGEND: TREE TO REMAIN TREE TO BE REMOVED TREE PROTECTION FENCE TRUNK PROTECTION MEASURES TREE PRESERVATION LEGEND OVERALL TREE SURVEY KEY PLAN TPP.01 1 OVERALL TREE SURVEY KEY PLAN 1 '- OVERALL TREE SURVEY KEY PLAN TPP.01 CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. A PESDNAACERDL R XT EFOGERIATSTE ASETTCCETSIH 222 5TRICI VI L ERWAA.O CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS TPP.02 TPP.03 TPP.04 TPP.05 ELM ST. WINDSOR D R. AUBURNLN.BOWLING GREENST.MALONEST.PARKSIDEDR.HINKLEDR.HIGHWAY 77UNIVERSITYDR.BONNIE BRAEST.PROJECT LOCATION NOTE: EACH EXISTING TREE TO BE CLEARLY TAGGED WITH IT'S CORRESPONDING NUMBER IN THE FIELD. AUBURN ST.BOWLING GREEN ST.HHHHHH HH HHHH HHADA ADA HC HC DEVELOPMENT IMPACT AREA DEVEL O P M E N T I M P A C T A R E ADEVELOPMENT IMPACT AREADEVELO P M E N T I M P A C T A R E A DEVELOPMENT IMPACT AREA LIMIT OF FLOODWAY LIMIT OF F L O O D P L A I N LIMIT OF FLOODPLAINJ ELECTRICAL CONDUIT AND EQUIPMENT. REFER TO SHEETS E.00 - E.04 FOR ELECTRICAL PLANS AND DETAILS. HH HHHH HHHH HHHH HHHH M 663.00663.00662.00664.00 10913 10697* 10695* 10696 10693 10692 1069110690 10687 10686 10685 10488 10489 10490 104911049210493 10494 10495 10496 10497 10684 EXISTING FRUIT TREES TO BE RELOCATED, FIELD VERIFY BY OWNER 10689 10688 EXISTING ASPHALT DRIVE TO BE RE-STRIPED FOR PARKING EXISTING SIDEWALK TO REMAIN EXISTING SIDEWALK TO REMAIN EXISTING PLAY EQUIPMENT TO REMAIN EXISTING PLAY EQUIPMENT TO REMAIN PROPOSED SIDEWALK, REFER TO C14.02 PROPOSED SIDEWALK, REFER TO C14.02 PROPOSED SIDEWALK, REFER TO C14.02 DECOMPOSED GRANITE WALK, REFER TO C14.02 DECOMPOSED GRANITE WALK, REFER TO C14.02 16'-3"APPROX. EASEMENT 46'-0" APPROX. EASEMENT CONCRETE SLABS ARE EXISTING AND BEING REPLACED TO MEET ADA TRANSITION PLAN COMPLIANCE. TREE TO REMAIN TREE TO BE REMOVED TREE PROTECTION FENCE TRUNK PROTECTION MEASURES TREE PRESERVATION LEGEND LIMITS OF DISTURBANCE IMPACT AREA FLOODWAY FLOODPLAIN MATCHLINE LEGEND: TREE SURVEY PLAN TPP.02 1 TREE SURVEY PLAN 1" 20'-0"Ԁ TREE SURVEY PLAN TPP.02 CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. A PESDNAACERDL R XT EFOGERIATSTE ASETTCCETSIH 222 5TRICI VI L ERWAA.O CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTSMATCHLINE - SEE SHEET TPP.03MATCHLINE - SEE SHEET TPP.05 NOTE: EACH EXISTING TREE TO BE CLEARLY TAGGED WITH IT'S CORRESPONDING NUMBER IN THE FIELD. *PROPOSED PAVEMENT IS CLOSER THAN ALLOWABLE DISTANCE FOR TREE TO BE PRESERVED. KEEP TREE IN LOCATION, BUT NO PRESERVATION ALLOWANCE CAN BE MADE, PER DCC 7.7.4.D.5.b. BOWLING GREEN ST. DEVELOPMENT IMPACT ARE A DEVELOPMENT IMPACT AREA DEVELOPMENT IMPACT AR E A LIMIT OF FLOODWAY LIMIT OF F L O O D P L A I N L IM I T O F F LOOD P L A I N 664.00 665.00 666.00 666.0010264 WILL BE REMOVED PRIOR TO PROJECT'S SCHEDULE, PER REMARKS FROM HAYWOOD MORGAN, CITY URBAN FORESTER 10026 10022* 10024 10016 10023 10005*10004 10003 10006 10015 10014 10013 1001210011 10010 10008 10007 10262 1026010259 10258* 10257 9" CHINESE PISTACHE 10683 10261 10263 10252*10250* 10245* 10251* 10253 10249 10247 10246 10244* 10254 8" CHINESE PISTACHE 10025 10021 10020 10019 10017 10009 10255 10256 10248 14" CHINESE PISTACHE EXISTING SIDEWALK TO REMAIN PROPOSED SIDEWALK, REFER TO C14.03 CONCRETE SIDEWALK IS EXISTING AND THIS SECTION BEING REPLACED TO MEET ADA TRANSITION PLAN COMPLIANCE. EXISTING SIDEWALK TO REMAIN TREE TO REMAIN TREE TO BE REMOVED TREE PROTECTION FENCE TRUNK PROTECTION MEASURES TREE PRESERVATION LEGEND LIMITS OF DISTURBANCE IMPACT AREA FLOODWAY FLOODPLAIN MATCHLINE LEGEND: TREE SURVEY PLAN TPP.03 1 TREE SURVEY PLAN 1" 20'0" TREE SURVEY PLAN TPP.03 CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. A PESDNAACERDL R XT EFOGERIATSTE ASETTCCETSIH 222 5TRICI VI L ERWAA.O CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTSMATCHLINE - SEE SHEET TPP.04MATCHLINE - SEE SHEET TPP.02NOTE: EACH EXISTING TREE TO BE CLEARLY TAGGED WITH IT'S CORRESPONDING NUMBER IN THE FIELD. *PROPOSED PAVEMENT IS CLOSER THAN ALLOWABLE DISTANCE FOR TREE TO BE PRESERVED. KEEP TREE IN LOCATION, BUT NO PRESERVATION ALLOWANCE CAN BE MADE, PER DCC 7.7.4.D.5.b. WINDSOR DR. DEVELO P M E N T I M P A C T A R E A DEVELOPMENT I M P A C T A R E A DE V E L O P M E N T I M P A C T A R E A DEVELOPMENT IMPACT AREA LIMIT OF FLOODWAY CITY STAFF TO COORDINATE WITH CONTRACTOR ON TRAIL AND GUY WIRE CONFLICT 7.00.00.00.007.00.007.00.007 . 0 0 7.00.00 . 0 0 9 . 0 0 9999*10002 10001* EXISTING SIDEWALK TO REMAIN PROPOSED SIDEWALK, REFER TO C14.04 PROPOSED SIDEWALK, REFER TO C14.04 PROPOSED BRIDGE, REFER TO C14.04 PROPOSED SIDEWALK, REFER TO C14.04 TREE TO REMAIN TREE TO BE REMOVED TREE PROTECTION FENCE TRUNK PROTECTION MEASURES TREE PRESERVATION LEGEND LIMITS OF DISTURBANCE IMPACT AREA FLOODWAY FLOODPLAIN MATCHLINE LEGEND: TREE SURVEY PLAN TPP.04 1 TREE SURVEY PLAN 1 20'0 TREE SURVEY PLAN TPP.04 CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. A PESDNAACERDL R XT EFOGERIATSTE ASETTCCETSIH 222 5TRICI VI L ERWAA.O CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTSMATCHLINE - SEE SHEET TPP.03NOTE: EACH EXISTING TREE TO BE CLEARLY TAGGED WITH IT'S CORRESPONDING NUMBER IN THE FIELD. *PROPOSED PAVEMENT IS CLOSER THAN ALLOWABLE DISTANCE FOR TREE TO BEPRESERVED. KEEP TREE IN LOCATION, BUT NO PRESERVATION ALLOWANCE CAN BE MADE, PER DCC 7.7.4.D.5.b. DEVELOPMENT IMPACT AREALIMIT OF FL OOD WAY 11050 11034 11035 11036 11037 11038 11039 11040 11041 11042 11043 11044 11045 11046 11047 11048 11049 46'-0"APPROX.EASEMENT TREE TO REMAIN TREE TO BE REMOVED TREE PROTECTION FENCE TRUNK PROTECTION MEASURES TREE PRESERVATION LEGEND LIMITS OF DISTURBANCE IMPACT AREA FLOODWAY FLOODPLAIN MATCHLINE LEGEND: TREE SURVEY PLAN TPP.05 1 TREE SURVEY PLAN 1" 20'-0"Ԁ TREE SURVEY PLAN TPP.05 CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. A PESDNAACERDL R XT EFOGERIATSTE ASETTCCETSIH 222 5TRICI VI L ERWAA.O CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS MATCHLINE - SEE SHEET TPP.02 NOTE: EACH EXISTING TREE TO BE CLEARLY TAGGED WITH IT'S CORRESPONDING NUMBER IN THE FIELD. *PROPOSED PAVEMENT IS CLOSER THANALLOWABLE DISTANCE FOR TREE TO BE PRESERVED. KEEP TREE IN LOCATION, BUT NO PRESERVATION ALLOWANCE CAN BE MADE, PER DCC 7.7.4.D.5.b. TREE INVENTORY AND DETAILS TPP.06 TREE INVENTORY AND DETAILS TPP.06 CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. A PESDNAACERDL R XT EFOGERIATSTE ASETTCCETSIH 222 5TRICI VI L ERWAA.O CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS MINIMUM LIMITS OF CRITICAL ROOT ZONERADIUS = 1 FT. PER INCH OFTRUNK DIAMETER CRITICAL ROOT ZONE DRIPLINE OF TREE TREE PROTECTION FENCING; RE: DET. 2 / THISSHEET EXISTING TREE TO REMAIN NOTE: TREE PROTECTION FENCING SHALL BEPLACED AT OR BEYOND THE DRIP LINE OR CRITICAL ROOT ZONE, WHICHEVER ISGREATER. 6'-8' O.C. TYP TREE PROTECTION FENCING - PLAN VIEW N.T.S1 PROTECTED TREE TO REMAIN CHAIN LINK OR TENAXSENTRY HD HEAVY DUTY SAFETY FENCE 4' ORANGE 64312204 METAL T-POST (DIRECTBURIED 24" MIN) LIMITS OF DRIP-LINE 4'-0" MIN.TREE PROTECTION FENCING 3/4" = 1'-0"2 SURVEY: PROVIDED BY CITY OF DENTON DATE(S) OF SURVEY(S) AND DATA COLLECTION: FEB. 2021 CONTACT INFORMATION: 940-349-7747 NAME: TRICIA WOLIVER PROFESSION: LANDSCAPE ARCHITECT LICENSE NO.: 2225 DATE(S) OF SURVEY(S) AND DATA COLLECTION: FEB. 2021 CONTACT INFORMATION: TRICIA.WOLIVER@WESTWOODPS.COM I, TRICIA WOLIVER, BEING A QUALIFIED LANDSCAPE ARCHITECT AS DEFINED IN THE DENTON DEVELOPMENT CODE, ATTEST THAT THE IDENTIFICATION AND DBH OF TREES IDENTIFIED ON THE SURVEY ARE CORRECT AND THAT ALL TREES HAVE BEEN SHOWN. SIGNATURE: _____________________________________ DATE: 07/22/2025 *PROPOSED PAVEMENT IS CLOSER THAN ALLOWABLE DISTANCE FOR TREE TO BE PRESERVED. KEEP TREE IN LOCATION, BUT NO PRESERVATION ALLOWANCE CAN BE MADE, PER DCC 7.7.4.D.5.b. **TRAIL WILL BE ADJUSTED IN THE FIELD TO REDUCE THE IMPACT TO PRESERVED TREES ACROSS THE SITE. THE CITY'S URBAN FORESTER WILL BE REGULARLY INSPECTING THESE AREAS DURING CONSTRUCTION. PROTECTED TREE TOREMAIN PRESSURE TREATED #2 YELLOW PINE 2 X 4'S WITH 1" SPACE BETWEEN EACH 4'-0" MIN.TREE TRUNK PROTECTION 3/4" = 1'-0" 12 GA. WIRE STAPLED TO EACH 2 X 4 NOTE: DO NOT DISTURB THE GRADE, PLACE ANY CONSTRUCTION MATERIAL OR PARK ANY VEHICLES WITHIN THE DRIP-LINE OFTHE EXISTING TREES LIMITS OF DRIP-LINE 3 NOTE: EACH EXISTING TREE TO BE CLEARLY TAGGED WITH IT'S CORRESPONDING NUMBER IN THE FIELD. * SYMBOLS & ABBREVIATIONSE.00SYMBOLS & ABBREVIATIONSE.00BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALEFILENO.CITY OF DENTON, DENTON COUNTY, TEXASDATENO.REVISIONDATENO.ISSUECITY OF DENTONBOWLING GREEN PARK IMPROVEMENTSMHHMOTORFUSESWITCH/DISCONNECTFUSED SWITCH/DISCONNECTBREAKERGANG-OPERATED AIRBREAK SWITCHTRANSFORMERSURGE ARRESTORHANDHOLEPOWER METER# OF CIRCUITS IDENTIFIERMXXXEXXXX1E10101E1010KEYNOTECONDUCTOR IDORDETAIL TITLEDETAIL CALLOUTSECTION CALLOUTDRAWING NUMBERDETAIL NUMBERDETAIL NUMBERSCALEDETAIL NUMBERDRAWING NUMBERELEVATION CALLOUTDRAWING NUMBERDETAIL NUMBERRIPRAP (PLAN AND/OR SECTION)CONCRETE (PLAN AND/OR SECTION)GRANULAR FILL (SECTION)UNDISTURBED EARTH (SECTION)COMPACTED EARTH (SECTION)SAND (SECTION)MATERIALS IN PLAN/SECTION1. THIS IS A STANDARD SYMBOLOGY AND ABBREVIATIONSHEET. ALL SYMBOLS AND ABBREVIATIONS ARE NOTNECESSARILY USED ON THIS PROJECT.2. THESE SYMBOLS AND ABBREVIATIONS APPLY TO THEENTIRE SET OF ELECTRICAL (EXXXX) DRAWINGS.3. SCREENING OR SHADING OF WORK IS USED TOINDICATE EXISTING COMPONENTS OR TODE-EMPHASIZE PROPOSED IMPROVEMENTS TOHIGHLIGHT SELECTED TRADE WORK. REFER TOCONTEXT OF EACH SHEET FOR USAGE.4. CONTRACTOR SHALL VERIFY THAT WIRING CODECOMPLIES WITH AHJ WIRING CODE.PLAN SYMBOLOGYAPPROVED WIRE COLORCODING: AC CONDUCTORS240VPHASE ABLACKPHASE BREDGROUNDED CONDUCTORWHITEGROUNDING CONDUCTOR GREEN or BAREGROUNDING ELECTRODECONDUCTORGREEN W/ ORANGEEX. UNDERGROUND POWEREASEMENT LINESSECTION LINESRIGHT-OF-WAY LINESPROJECT BOUNDARYPROPOSED ACCESS ROADEX. WETLANDEX. STREAM CHANNELEX. WATER LINEEX. GAS PIPELINEEX. TELEPHONE LINEEX. FIBER OPTIC LINEEX. FENCEEX. GRAVEL ROADEX. PAVED ROADA, AMP AMPEREAAT AMBIENT AIR TEMPERATURE SENSORABAN ABANDONAC ALTERNATING CURRENTAFCI ARC FAULT CIRCUIT INTERRUPTERAHJ AUTHORITY HAVING JUSTISDICTIONAIC AMPERE INTERRUPTING CAPACITYAL ALUMINUMALIG ALIGNMENTALT ALTERNATEANE ANEMOMETERATS AUTOMATIC TRANSFER SWITCHAUTO AUTOMATICAUX AUXILIARYAWG AMERICAN WIRE GAUGEBKR BREAKERBLDG BUILDINGBRD BOARDBUS BUS CONDUCTORC CONDUCTORCA CAPACITOR BANKCAB CABINETCB CIRCUIT BREAKERCCS COPPER CLAD STEELCE CONCRETE EDGECIP CAST-IN-PLACECL CENTERLINECLM CELLULAR MODEMCLR CLEAR, CLEARANCECMB COMBINER BOXCMP CORRUGATED METAL PIPECMW CAB MESSENGER WIRECNT CONDUITCOMM COPPER COMMUNICATION CABLECT CURRENT TRANSFORMERCTR CENTERCU COPPERDEMO DEMOLITIONDIA, ∅DIAMETERDISC DISCONNECTDWG DRAWINGEA EACHEMT ELECTRICAL METAL TUBINGEOP EDGE OF PAVEMENTEQ EQUALEQUIP EQUIPMENTEST ESTIMATEEXIST EXISTINGFFUSEFG FINISHED GRADEFT FEET/FOOTFS FUSEGEN GENERALGFI GROUND FAULT INTERRUPTERGRND GROUND CONDUCTORGR GRADEGSU GENERATION STEP-UP UNITGSW GANG-OPERATED SWITCHHH HANDHOLE/UNDERGROUND PULL BOXHP HORSE POWERHPC HIGH PRESSURE CONTACT SWITCHHPY HORIZONTAL PYRANOMETERHZ HERTZID INSIDE DIAMETERIMC INTERMEDIATE METALLIC CONDUITIN INCHINS INSULATORJB JUNCTION BOX (J-BOX)JMP JUMPER CONDUCTORkV KILOVOLTkVA KILOVOLT AMPEREkVAR KILOVOLT AMPERE REACTIVEkW KILOWATTkWH KILOWATT HOURLBS POUNDSLV LOW VOLTAGELVAC LOW VOLTAGE ALTERNATING CURRENTMAX MAXIMUMMCB MINIATURE CIRCUIT BREAKERMCC MOTOR CONTROL CENTERMCCB MOLDED CASE CIRCUIT BREAKERMET METEOROLOGICAL STATIONMIN MINIMUMMLO MAIN LUG ONLYMPNL METER PANELMPT MAIN POWER TRANSFORMERMTR MOTORMTS MANUAL TRANSFER SWITCHMVAC MEDIUM VOLTAGE ALTERNATING CURRENTNA NOT APPLICABLENC NORMALLY CLOSEDNO NORMALLY OPENNGR NEUTRAL GROUNDING REACTORNTS NOT TO SCALEOHC OVERHEAD CONDUCTORPCU POWER CONVERSION UNITPOA PLANE OF ARRAY PYRANOMETERPOH POWER OVERHEADPCC POINT OF COMMON COUPLINGPED PEDESTALPF POWER FACTORPH,ΦPHASEPNL PANELPOI POINT OF INTERCONNECTIONPPC POWER PLANT CONTROLLERPV PHOTOVOLTAICPVC POLYVINYL CHLORIDEPWR POWEROPGW OPTICAL PATH GROUND WIREQTY QUANTITYRRADIUSR&R REMOVE AND REPLACER&S REMOVE AND SALVAGERCB RECOMBINER BOXREF REFERENCEREL RELAYREQD REQUIREDREV REVISIONRMT REVENUE METERSA SURGE ARRESTERSB SPLICE BOXSCH SCHEDULESEC SECTIONALIZERSF SQUARE FEETSHT SHEETSOG SLAB ON GRADESPD SURGE PROTECTOR DEVICESPEC SPECIFICATIONSW SWITCHSWBD SWITCHBOARDSWF SWITCH - FUSEDSWG SWITCHGEARTC TRACKER CONTROLLERTEL TELEPHONETHS THERMAL SENSORTOS TOP OF SLAB/TOE OF SLOPETRNK TRUNK CONDUCTORTT TORQUE TUBETVSS TRANSIENT VOLTAGE SURGE SUPPRESSORTYP TYPICALUCT UNDERGROUND CABLE TERMINATIONUG UNDERGROUNDUNO UNLESS NOTED OTHERWISEUPS UNINTERRUPTIBLE POWER SUPPLYUTIL UTILITYV VOLTVA VOLT AMPEREVT VOLTAGE TRANSFORMERW WATTWP WEATHERPROOFWSS WIND STOW SWITCHESWVA WEATHER VANEXFMR TRANSFORMERCHAINLINK SECURITY FENCEUNDERGROUND ELECTRICAL CONDUITCOMBINED METER PEDESTAL &LIGHTING CONTROL CENTERGENERAL NOTESELECTRICAL LEGEND/SYMBOLSCALLOUTS & DETAILSABBREVIATIONS1Drawing Title1"=20'DESIGNED UNDER 2023 NECSheet List TableSheet NumberSheet TitleE.00 SYMBOLS & ABBREVIATIONSE.01ELECTRICAL SITE PLANE.02 ELECTRICAL SINGLE-LINE DIAGRAME.03PHOTOMETRIC PLANJUNCTION BOXJ 16'-3" APPROX. EASEMENTAUBURN ST.BOWLING GREEN ST. 2" PVC LTG: (2#10 & 1#10-G) w 14/2 RELAY WIRING S1PD-(1,3) S1PD-(1,3) PAVILION LTG: PD-9 RCPT's: PD-11 S2 PD-(5,7) S2 PD-(5,7) S2 PD-(5,7) S2 PD-(5,7) S2 PD-(5,7) S2PD-(5,7) 1" PVC 2" PVC 2" PVC (EMPTY COND. FOR FUT. USE) 2" PVC 1" PVC 2" PVC 1" PVC 2" PVC 1" PVC 1" PVC HHHHHH HH HHHH 2" PVC 1" PVC HHADA ADA HC HC DEVELOPMENT IMPACT AREA DEVEL O P M E N T I M P A C T A R E ADEVELOPMENT IMPACT AREADEVELO P M E N T I M P A C T A R E A DEVELOPMENT IMPACT AREA LIMIT OF FLOODWAY LIMIT OF F L O O D P L AI N LIMIT OF FLOODPLAINJ HH HHHH HHHH 6 3 6 6 6 6 6 6 6 4 6 PEDESTAL 'PD': 200A, 240/120V, 1Ø 6 HH5 IRRIGATION PD-13 HH HH2" PVC LTG: (2#10 & 1#10-G) RCPT: (2#10 & 1#10-G) 2" PVC 2" PVC IRG: (2#10 & 1#10-G) LTG: (2#10 & 1#10-G) w 14/2 RELAY WIRING 2" PVC LTG: (2#10 & 1#10-G) w 14/2 RELAY WIRING S2PD-(5,7) S2 PD-(5,7) S2 PD-(5,7) HH 1 M 2 ELECTRICAL SITE PLAN E.01 1 ELECTRICAL SITE PLAN 1" 20'-0"Ԁ ELECTRICAL SITE PLAN E.01 BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS CODE DESCRIPTION SECONDARY SERVICE CABINET PROVIDED BY D.M.E. AND SERVED FROM EXISTING TRANSFORMER. NEW METER RACK. ROUTE PVC CONDUIT BELOW-GRADE FROM SERVICE CABINET. FINAL LOCATION PENDING COMPLETE UTILITY DESIGN AND SITE COORDINATION. NEW 200A, 240/120V, 1Ø, 3W, NEMA 3R, 22kAIC 'ALL-IN-ONE' ELECTRICAL, LOAD CENTER, AND LIGHTING CONTROL CENTER PEDESTAL WITH PAD-LOCKABLE COVER. PRE-FABRICATED PAVILION BUILDING WITH PRE-WIRED LIGHTING AND RECEPTACLE CIRCUITS. CONNECT BRANCH CIRCUITS NOTED TO RESPECTIVE PRE-WIRED CIRCUITS. COORDINATE FINAL LOCATION OF IRRIGATION CONTROLLER WITH LANDSCAPE DESIGN PLANS. PROVIDE JUNCTION BOX FOR FUTURE CONVENIENCE ACCESS. 1 2 3 4 5 6 ELECTRICAL NOTES SCHEDULE HAND HOLES ARE SHOWN AT MAJOR DIRECTION CHANGES, JUNCTION POINT LOCATIONS FOR THE SPLITTING OFF OF MULTIPLE CONDUITS, AND PRESCRIBED LOCATIONS AS DIRECTED BY THE CITY. VERIFY EXACT INSTALLATION LOCATIONS IN FIELD. HAND HOLE NOTE ALL POLE LIGHT LUMINAIRES TO HAVE 7-PIN PHOTOCELL RECEPTACLE WITH SHORTING CAP INSTALLED.CONNECT THE (2) 0-10V DIMMING LEADS TO THE 14/2CONDUCTORS ROUTED IN SAME CONDUIT AS LIGHTING BRANCH CIRCUIT CONDUCTORS. CONNECT 14/2 CONDUCTORS TO APPROPRIATE CIRCUIT AT PROGRAMMABLE 0-10V PHOTOELECTRIC CONTROL RELAY WITHIN LIGHTING CONTROL/LOAD CENTER. NEMA 3R PHOTOCELL MOUNTED ON EXTERIOR CONTROLCENTER. LIGHTING CONTROLS NOTE HHLEGEND: LIGHTING FIXTURE SCHEDULE ID DESCRIPTION MANUFACTURER CATALOG NO.LAMPS LOAD ARRANGEMENT VOLTAGE MOUNTING COMMENTS S1 PUREFORM AREA SMALL 15" SQUARE GARDCO P15-P-A04-840-T4S-AR1-UNV-0-10V-TR7-BK 4000KLEDS 72 SINGLE 120-277V 20 FT POLE W SHORT ARMMOUNT S2 PUREFORM POST TOP GARDCO PPT-C-A04-840-T4M-T3-UNV-0-10V-TLR7-BK 4000KLEDS 50 SINGLE 120-277V 20 FT POLE W POST TOPMOUNT ELECTRICAL SINGLE-LINE DIAGRAM E.02 ELECTRICAL SINGLE-LINE DIAGRAM E.02 ---- ----BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS KEYNOTES: SECONDARY SERVICE CABINET AS NOTED BY D.M.E.SHORT CIRCUIT CURRENT RATING BASED OFF OFDIRECTION FROM D.M.E. UTILITY METER RACK PER D.M.E. STANDARD. COMBINED LOAD & LIGHTING CONTROL CENTER WITHVOLTAGE, AMPACITY, MAIN-CIRCUIT BREAKER, AND,AIC RATING SHOWN. ALL BREAKERS TO BE RATED ATTHE LOAD CENTER'S AIC RATING.SPEC: MILBANK CP3C SERIES (OR PRE-APPROVEDEQUAL) NEMA 3R PHOTOCELL MOUNTED ON EXTERIOR WITHWITH PROGRAMMABLE 0-10V PHOTOELECTRICCONTROL RELAY AND OVERRIDE TEST SWITCH WITHINCONTROL CENTER. DRAWING IS DIAGRAMMATIC. GFCI-TYPE RECEPTACLE WITH WEATHER-PROOF COVERMOUNTED ON EXTERIOR. CONNECT 14/2 CONDUCTOR ROUTED IN LIGHTINGCIRCUIT CONDUIT TO APPROPRIATE CIRCUIT ONCONTROL RELAY. 240V, 1Ø LIGHTING CIRCUITS - REFER TO SITE PLANFOR CONDUIT AND CONDUCTOR SIZES AND ROUTINGPATH. ROUTE WITH 14/2 CONDUCTOR IN SAMECONDUIT FOR CONNECTION TO LIGHTING CONTROLRELAY. ROUTE IRRIGATION CIRCUIT ALONGSIDE LIGHTINGCIRCUIT IN THE SAME CONDUIT RUN LEAVING THELOAD CENTER. REFER TO SITE PLAN FOR CONDUITAND CONDUCTOR SIZES AND ROUTING PATH. ROUTE LIGHTING AND RECEPTACLE CIRCUITS IN THESAME CONDUIT RUN TO THE PAVILION. REFER TO SITEPLAN FOR CONDUIT AND CONDUCTOR SIZES ANDROUTING PATH. 1 2 3 4 5 6 7 8 9 SERVICE & LOAD SUMMARY LOAD CENTERNAME:**XFMR FEDFROM:XFMR SIZE (KVA): LOAD (KVA):AMPS @ 240V: PD 'X-A'25 2.23 9.29 FAULT CURRENT CALCULATION STARTING POINT:STARTINGEQUIPMENTNAME: Isc STARTINGPOINT (A):ENDING POINT:ENDINGEQUIPMENTNAME: DISTANCE TOENDING POINT(FT): Isc @ ENDINGPOINT L-L (A)Isc @ ENDINGPOINT L-N (A) F1 EXISTINGOVERHEAD XFMR 10,629 F2 'PD'9 3,912 5,604 ** REFER TO SITE PLAN FOR TRANSFORMER NUMBERING (i.e. 'X-1'). #'S ARE FOR SITE PLANREFERENCE ONLY. ALL NAMING/NUMBERING OF TRANSFORMERS TO BE PER UTILITY. ARC FLASH & SHOCK HAZARD CAN CAUSE SHOCK, SERIOUS BURNS OR DEATH Min. PPE Min. PPE Equipment ID:Date: WARNING Arc Flash Boundary Flash Hazard at Nominal System Voltage Minimum Approach Distance Class inches Rubber Insulated Gloves 2.86 (ft) 7.85 (cal/cm²)18 LEVEL 2 240/120V, 1Ø, 3W 1'-0" (ft-in) 00PD 07/22/25 GN GROUNDING ELECTRODECONDUCTOR:#4 AWG CU IN 1/2"C MAIN BONDING JUMPER:#4 AWG CU (3 250kCMIL AL) 2-1/2"PVC MAIN CIRCUIT BREAKER:200A/2P LIGHTING CIRCUIT #1 200A, 240/120V, 1Ø, 3W, 22kAIC, NEMA 3R 24-CIRCUIT/LOAD CENTER UTILITY METERSOCKET 1 3 7LIGHTING CIRCUIT #2 PHOTOELEC. CONTRL RELAY 25kVA XFMRASSUMED @2.6%ZFAULT CURRENT ATLOCATION, F1 =4006A 'PD' ASSUMEDS.C.C.R. GROUNDING ELECTRODE(2) 5/8"X8'-0" COPPERCLAD GROUND RODSINSTALLATION PER NEC250.52(A)(5), 250.53 (A)AND 250.68 (MIN. 6FT SPACING) F2 x GFCI RECEPTACLE 6 1 PEDESTAL 'PD' ELECTRICAL SERVICE SINGLE-LINE DIAGRAM SCALE: NOT TO SCALE IRRIGATION CONTROLLER PC RELAY 4 8 PAVILION - LIGHTING PAVILION - RECEPT'S 9 SPACES 5 OVERRIDE TEST SWITCH PANEL PD Mounting Method Panel Status Panel Information SURFACE X RELOCATED Volt:120/240 BUS Rating:200A FLUSH NEW X Phase 1 Main Breaker:200A EXISTING Wire 3 AIC Rating:22,000 Feeder -Feed From UTILITY Ckt#NewBKR Code Discription LoadsVA Bkr P PhA PhB P Bkr LoadVA Description Code NewBKR Ckt# 1 1 LIGHTING CIRCUIT #1 72 20 2 SPACE 2372SPACE451 LIGHTING CIRCUIT #2 225 20 2 SPACE 67225SPACE89 6 IRRIGATION CONTROLLER 100 20 1 SPACE 1011 1 PAVILION LIGHTING 150 20 1 SPACE 12 13 2 PAVILION RECEPTACLES 720 20 1 SPACE 14 15 SPACE SPACE 16 17 SPACE 1 15 100 PHOTOELEC. RELAY 6 18 19 SPACE 2 15 100 TEST SWITCH 6 20 21 SPACE 100 2223SPACE1 20 180 RCPT-GFC1 2 24 Code Discription Load VA Dem Load Summary 1 Lighting 744 125% Per Phase2Rec up to 10,000 900 100%Ph A 497 VARec over 10,000 50% PH B 577 VA 3 Motor 100%Largest Motor 125%4 Heater 100%Connected 2044 VA5Kitchen100%Demand 2230 VA6Other400 100%7 Sub Panel 100%Demand 9.29 Amps xF1 UTILITY CONNECTION CABINET UTILITY SECONDARY FROM EXISTING 240V, 1Ø XFMR(AS INDICATED BY D.M.E.) M 2 PHOTOMETRIC PLANPHOTOMETRIC PLAN--------NOTESDRAWNDESIGNDATE SCALEFILENO.CITY OF DENTON, DENTON COUNTY, TEXASDATENO.REVISIONDATENO.ISSUECITY OF DENTONBOWLING GREEN PARK IMPROVEMENTSPHOTOMETRIC PLANE.03PHOTOMETRICS PERFORMED BY OTHERS.INCLUDED IN ELECTRICAL SHEETS FORREFERENCE ONLY.PHOTOMETRIC NOTE CITY OF DENTON - STANDARD DETAILSCITY OF DENTON - STANDARD DETAILS CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS BOWLING GREEN PARK IMPROVEMENTSNOTESDRAWNDESIGNDATE SCALE FILE NO. A PESDNAACERDL R XT EFOGERIATSTE ASETTCCETSIH 222 5TRICI VI L ERWAA.O CITY OF DENTON, DENTON COUNTY, TEXAS DATENO.REVISION DATENO.ISSUE CITY OF DENTON BOWLING GREEN PARK IMPROVEMENTS NOTE: THIS SHEET IS FOR REFERENCE ONLY. CONTRACTOR SHALL REVIEW SPECIFICATIONS AND CONTACT MANUFACTURER FOR OFFICIAL SHOP DRAWINGS (TO INCLUDE SIGNED/SEALED ENGINEERING PLANS FOR STRUCTURAL FOOTING). CITY STANDARD ADA RAMP TYPE II 1/2" = 1'-0"1 CITY STANDARD ADA RAMP TYPE III 1/2" = 1'-0"2 CITY STANDARD CURB AND GUTTER SECTION 1/2" = 1'-0"3 P-PA-BOW1-00