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Home My WebLink About20210120 Sunset Ridge II PreliminarySITEBUFFALO LAKE RD SR 1115HI G H L A N D S C H O O L R O A D NORTHVIEW DR SR 1276GREEN SPRING DR SR 2157NORTHVIEW DR SR 1276TINGEN RD SR 1139MICRO TO W E R R D S R 1 1 4 1TINGEN RD SR 1139TIMBERLINE DR SR 2517CANYON CT SR 2178VAIL CT SR 2177SILVERTHORNE DR S R 2 5 1 8 CASTLE ROCK DR S R 2 5 1 9 ALPINE DRIVE SR 1 1 4 1 VICINITY MAP RESIDENTIAL PORTION OF 9586-98-1436 PROPOSED USE: ZONING: PIN: RA-20R SUNSET RIDGE PHASE IIPROJECT: SITE DATA ENGINEER: JIM CHANDLER, PE PHONE: 919-866-4507 RALEIGH, NC 27607 5410 TRINITY ROAD, SUITE 102 TIMMONS GROUP FAX: 919-859-5663 EMAIL: JIM.CHANDLER@TIMMONS.COM WEAVER DEVELOPMENT COMPANY TOTAL DEVELOPED TRACT AREA:32.71 AC 350 WAGONER DRIVE, SUITE 100 PROPERTY LOCATION: DEVELOPER: FAYETTEVILLE, NC 28303 TOWNSHIP:BARBECUE PHONE: 910-630-2100 EMAIL: CDB1971@GMAIL.COM NAD83DUSTIN BLACKWELL SUNSET RIDGE PHASE II PRELIMINARY SUBDIVISION PLAN HARNETT COUNTY, NORTH CAROLINA 9586-98-1436 ALLIED INVESTORS INC 350 WAGONER DRIVE FAYETTEVILLE, NC 28303 OWNERS OF RECORD ALPINE DRIVE HARNETT COUNTY, NORTH CAROLINA JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-16521/20/2021 SUNSET RIDGE PHASE IIALPINE DRIVE, HARNETT COUNTY, NORTH CAROLINA47079 331 B. BLACKMON J. CHANDLERFOR RE VIE W ONL Y C0.0 COVER SHEETN/A APPROVAL OF THIS PLAT/PLAN DOES NOT GUARANTEE WATER CAPACITY. CURRENT/FUTURE CAPACITY MAY NOT BE AVAILABLE. THIS DEVELOPMENT MAY REQUIRE ADDITIONAL IMPROVEMENTS TO THE EXISTING WATER AND WASTEWATER SYSTEM TO MEET FUTURE WATER DEMANDS PRIOR TO A PRELIMINARY PLAT, CONSTRUCTION PLAN AND/OR FINAL PLAT APPROVAL Sheet List Table Sheet Number Sheet Title C0.0 COVER SHEET C1.0 EXISTING CONDITIONS C2.0 SITE PLAN C3.0 UTILITY & STORMWATER MANAGEMENT PLAN C4.0 LIGHTING PLAN C5.0 LANDSCAPE PLAN WW WWWWWWWWWANNETTE HERNANDEZ PIN: 9586-98-6632 DB: 3514 PG: 0596 ANGELA GUIGNI-HERANDEZ PIN: 9586-98-6530 DB: 2718 PG: 0801 JOSHUA & LAUREN LIBRO PIN: 9586-98-6430 DB: 3598 PG: 0340 SEAN & KATHRYN LYNCH PIN: 9586-98-6300 DB: 3743 PG: 0806 ALISHA & RAYSHAWA SMITH PIN: 9586-98-6230 DB: 2021 PG: 0852 MARK & JENNIFER BILOG PIN: 9586-98-6130 DB: 3700 PG: 0827 ANTWOINE SMITH PIN: 9586-98-6020 DB: 1969 PG: 0091 BRENDA ALCOCER PIN: 9586-97-6920 DB: 2620 PG: 0230 DEREK & EVAN MCSORLEY PIN: 9586-97-68200 DB: 3426 PG: 0936 MARCHELLE ROBINSON PIN: 9586-97-6720 DB: 3479 PG: 0633 NICHOLAS FAWCETT PIN: 9486-97-6620 DB: 3715 PG: 0949 JEREMY EYLER PIN: 9586-97-6520 DB: 3497 PG: 0851 LUKE & KATHRYN GENDRON PIN: 9586-97-6420 DB: 2591 PG: 0674 CURTIS CLOUDEN PIN: 9586-97-6320 DB: 2721 PG: 0800 CHARLES ERWIN PIN: 9586-97-6220 DB: 3053 PG: 0351 ALICIA & NICHOLAS BURRELL PIN: 9586-97-6120 DB: 3008 PG: 0591 CALAHAN AND EVA MAYNARD PIN: 9586-97-6010 DB: 3277 PG: 0655 JUSTIN & SHANNON GRIFFIN PIN: 9586-96-6910 DB: 3058 PG: 0918 ANGELIA ZUPANCIC PIN: 9586-96-6810 DB: 3282 PG: 0603 STEVEN PUMPHREY PIN: 9586-98-6710 DB: 2577 PG: 0927 KEITH HECK PIN: 9586-96-6610 DB: 3705 PG: 0859 CYNTHIA FUHRMANN PIN: 9586-96-6511 DB: 3631 PG: 0769 BICH HOANG PIN: 9586-96-6402 DB: 3759 PG: 0559 HUGH & PATRICIA STETLER PIN: 9586-96-5392 DB: 3853 PG: 0574 BRYAN T & MONIC A CRONB A U G H PIN: 9586-9 6 - 6 2 3 2 DB: 357 5 PG: 062 9 KIRK PENT L A N D PIN: 9586 - 9 6- 7 1 0 0 DB: 3 8 6 7 PG: 0 9 4 8 HOWERD & KICARTERPIN:9586-95-7978DB: 1708PG: 0001HARNETT COUNTY PIN: 9586-85-8495 DB: 3054 PG: 0561 EVELYN & RICHARD GARY PIN: 9586-98-5808 DB: 2589 PG: 0900 NEAL & SHENEKE HARRIS PIN: 9586-98-3898 DB: 2772 PG: 0886 BOBBY & ESTALENE QUINN PIN: 9586-98-2992 DB: 3537 PG: 0019 JONATHAN & MELANIE HALEY PIN: 9586-98-1922 DB: 3405 PG: 0809 SARAH & JAMES PFAFF PIN: 9586-98-0901 DB: 2778 PG: 0677 CHONG & KENNETH BAXLEY PIN: 9586-88-8962 DB: 2796 PG: 0115 ALLIED INVESTORS INC PIN: PORTION OF 9586-98-1436 DB: 1145 PG: 0347 4 2 04304304 3 0 430430430440 4404 2 24244264284324324324324324324324324344344344344364364384384424424424424444 4 4 4 4 4444 4 4 6 446ALPINE DRIVE SR 1141NORTHVIEW DRIVE SR 1276 ALLIED INVESTORS INC PIN: PORTION OF 9586-98-1436 DB: 1145 PG: 0347 UNSUITABLE SOILS N0°42'48"E 2694.42'S89°17'12"E78.61'N0°42'48"E 238.50' S0°42'48"W 2235.85'S16°5 5 ' 5 1 " W 154.0 0 ' S28°5 3' 2 9 " E 413.4 4' S2 5 ° 2 5 ' 4 2 " W 84. 7 8 'S86°23'43"W617.54'R=1599.05'L=6934.04'T=79.47'D=5°41'25"CB=S79°51'07"EC=158.75'R=2231.35'L=6934.04'T=129.19'D=6°37'37"CB=S80°19'12"EC=257.94'JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-16521/20/2021 SUNSET RIDGE PHASE IIALPINE DRIVE, HARNETT COUNTY, NORTH CAROLINA47079 331 B. BLACKMON J. CHANDLERFOR RE VIE W ONL Y C1.0 EXISTING CONDITIONS0 240' SCALE 1"=120' 120' NOTES: 1.BOUNDARY TAKEN FROM HARNETT COUNTY GIS. 2.TOPOGRAPHIC INFORMATION TAKEN FROM HARNETT COUNTY GIS. 3.THE SUBJECT PROPERTY IS LOCATED IN ZONE X IN ACCORDANCE WITH FIRM MAP NUMBERS 3710958600J WITH AN EFFECTIVE DATE OF OCTOBER 3, 2006. 4.PRELIMINARY SOIL INFORMATION TAKEN FROM SOUTHEASTERN SOIL & ENVIRONMENTAL ASSOC., INC. DATED NOVEMBER 17, 2020. PROPERTY LINE LEGEND NAD 831" = 120' UNSUITABLE SOILS ALPINE DRIVE SR 1141NORTHVIEW DRIVE SR 1276 127'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'84'20' 120' 15' 136' 278' 85'83'348'111'76'388'116'100'100'100'100'100'100'100'100'100'120'120'100'141'220'220'220'220'220'71' 54'7'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'103'115'40'HILLWOOD DRIVE 50' PUBLIC R/W & PUBLIC UTILITY50' PUBLIC R/W & PUBLIC UTILITY PHASE 1PHASE 2220'220'100'100'100'100'100'100'100'220'220'220'220'220'220'220'220'220'220'220'220'220'220'220'220'220'220'220'181'214'11 22000 SF 0.505 AC 10 22000 SF 0.505 AC 4 22000 SF 0.505 AC 8 22000 SF 0.505 AC 7 22000 SF 0.505 AC 6 22000 SF 0.505 AC 5 22000 SF 0.505 AC 2 22000 SF 0.505 AC 3 22000 SF 0.505 AC 1 29389 SF 0.675 AC 21 22000 SF 0.505 AC 19 22000 SF 0.505 AC 20 22000 SF 0.505 AC 18 22000 SF 0.505 AC 23 22744 SF 0.522 AC 22 22608 SF 0.519 AC 26 65344 SF 1.500 AC 9 22000 SF 0.505 AC 17 22000 SF 0.505 AC 16 22000 SF 0.505 AC 15 22000 SF 0.505 AC 14 22000 SF 0.505 AC 13 22000 SF 0.505 AC 12 22000 SF 0.505 AC LANDFALL STREET21'181'100'100'100'79'222'31' 41'41'41'41'46'195'3 9 ' 95'100'100'100'100'100'100'100'100'100'100'220'412'220'220'195'39'95'100'100'100'100'100'100'100'100'100'47' 1 7 9 ' 267' 342'198'220'220'220'220'220'220'220'21'220'220'220'220'220'220'220'220'141'220'220'24 22036 SF 0.506 AC 40 26266 SF 0.603 AC 25 65720 SF 1.509 AC 32 22000 SF 0.505 AC 27 46760 SF 1.073 AC 28 36182 SF 0.831 AC 39 26266 SF 0.603 AC 36 22000 SF 0.505 AC 35 22000 SF 0.505 AC 34 22000 SF 0.505 AC 33 22000 SF 0.505 AC 30 22000 SF 0.505 AC 31 22000 SF 0.505 AC 29 22086 SF 0.507 AC 37 22000 SF 0.505 AC 38 22000 SF 0.505 AC 42 22000 SF 0.505 AC 46 22000 SF 0.505 AC 47 22000 SF 0.505 AC 48 22000 SF 0.505 AC 49 22000 SF 0.505 AC 50 22000 SF 0.505 AC 41 22000 SF 0.505 AC 44 22000 SF 0.505 AC 43 22000 SF 0.505 AC 45 22000 SF 0.505 AC OPEN SPACE 30,210 SF 0.69 AC39'174'5' UTILITY EASEMENT MAIL KIOSK TEMPORARY TURNAROUND UNSUITABLE SOILS SIGN EASEMENT 30' STREETSCAPE BUFFER 20' DRAINAGE EASEMENT 20' DRAINAGE EASEMENT 25' RIGHT-OF-WAY DEDICATION JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-16521/20/2021 SUNSET RIDGE PHASE IIALPINE DRIVE, HARNETT COUNTY, NORTH CAROLINA47079 331 B. BLACKMON J. CHANDLERFOR RE VIE W ONL Y C2.0 SITE PLANDEVELOPER: WEAVER DEVELOPMENT COMPANY DUSTIN BLACKWELL ENGINEER: TIMMONS GROUP JIM CHANDLER, PE 5410 TRINITY ROAD, STE. 102 RALEIGH, NC 27607 PHONE: 919-866-4507 PHONE: 910-630-2100 SITE DATA PIN # = PORTION OF 9586-98-1436 DB = 1145, PG = 0347 LEGEND PROPERTY LINE UTILITY EASEMENT PROPOSED RIGHT-OF-WAY PROPOSED LOT LINE OPEN SPACE UNSUITABLE SOILS 350 WAGONER DRIVE, STE. 100 FAYETTEVILLE, NC 28303 PROPOSED BUILDING SETBACK LINE OWNER OF RECORD: ALLIED INVESTORS INC FAYETTEVILLE, NC 28303 FIRM MAP# = 3710958600J 250,000 SF MAIL KIOSK IMPERVIOUS AREA ROADWAY IMPERVIOUS AREA IMPERVIOUS DATA IMPERVIOUS WITHIN LOTS (5,000 SF PER 50 LOTS) 24% MAXIMUM IMPERVIOUS AREA TOTAL SITE IMPERVIOUS AREA 2,000 SF 65,510 SF 341,963 SF (7.85 AC) 317,510 SF 7.29 AC (22.29%) TOTAL DEVELOPED ACREAGE = 32.71 acres EXISTING ZONING = RA-20R LAND USE CLASSIFICATION = COMPACT MIXED USE & MEDIUM DENSITY RESIDENTIAL PROPOSED NUMBER OF LOTS = 50 PROPOSED DENSITY = 1.53 du/a MINIMUM REQUIRED LOT WIDTH = 100' MINIMUM LOT SIZE REQUIRED = 20,000 sq.ft. MINIMUM LOT SIZE PROVIDED = 22,000 sq.ft. AVERAGE LOT SIZE PROVIDED = 24,868 sq.ft. PROVIDED OPEN SPACE = 0.69 acres (2.1%) TOTAL LENGTH OF ROADS = 3109 LF SETBACKS: FRONT: 35' REAR: 25' SIDE: 10' CORNER 20' 1.BOUNDARY INFORMATION TAKEN FROM HARNETT COUNTY GIS. 2.EXISTING STRUCTURES TO BE REMOVED PRIOR TO CONSTRUCTION. 3.CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS ACTIVITIES. CALL UTILITY LOCATOR SERVICE BEFORE DIGGING. 4.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH HARNETT COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS. 5.SITE IS WITHIN 1 MILES OF THE VOLUNTARY AGRICULTURE DISTRICT. 6.ALL STREETS SHALL BE PUBLIC. 7.ALL UTILITIES SHALL BE UNDERGROUND. 8.EACH LOT WILL BE SERVED BY HARNETT COUNTY PUBLIC WATER. 9.EACH LOT WILL BE SERVED BY SEPTIC. 10.HARNETT COUNTY EROSION CONTROL PERMIT WILL BE REQUIRED, AND ALL EROSION CONTROL REGULATIONS WILL BE COMPLIED WITH. 11.CONSTRUCTION DRAWINGS MUST BE APPROVED PRIOR TO CONSTRUCTION. 12.SIGNAGE SHALL BE APPROVED PRIOR TO INSTALLATION OF ANY SIGNAGE. 13.STREET NAMES MUST BE APPROVED BY HARNETT COUNTY GIS PRIOR TO FINAL PLAT. 14.DEDICATED OPEN SPACE AREAS AND DRAINAGE EASEMENTS WILL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 15.HOMEOWNERS ASSOCIATION (HOA) IS RESPONSIBLE FOR MAINTENANCE OF PARKING AREAS AND ALL LANDSCAPE BUFFERING. 16.ALL REQUIRED LANDSCAPING CANNOT BE REMOVED AND COVENANTS SHALL REFLECT THIS REQUIREMENT. 17.ALPINE DRIVE IS ON THE HARNETT COUNTY COMPREHENSIVE GROWTH PLAN 2015. 18.PROJECT IS LOCATED WITHIN THE MILITARY CORRIDOR OVERLAY AND MAY BE ADVERSELY AFFECTED BY OPERATIONS ON BASE FROM TIME TO TIME. GENERAL NOTES 0 SCALE 1"=100' 200'100' 350 WAGONER DRIVE NAD 83 1" PER FT. SLOPE AS REQUIRED SECTION A-A 50' R/W 25' R A50' R 15' 38'R 15'20' 37' R C/L A 37' SLOPE 6' 3:1 CUL-DE-SAC DETAIL 5'2' 8" CABC 2" SF9.5A TYPICAL STREET SECTION 6' DITCH 4:1 SLOP E 1/4" PER FOOT SLOPE 50' 20' PAVEMENT RIGHT OF WAY C/L V-DITCH 1" PER FT.1" PER FT. 8' SHOULDER 6' SHOULDER 8" CABC 2" SF9.5A VAR. PAVEMENT WIDTH 6'-0" SHOULDER WIDTH DRIVEWAY TURNOUT GRADES 5'-0" -.18 0.02 -0.02 -0.08 8'-0" +.08 -.25 5'-0" +.16 +.25 1" = 100' AS THE OWNER OF RECORD, I HEREBY FORMALLY CONSENT TO THE PROPOSED DEVELOPMENT SHOWN ON THIS SITE PLAN AND ALL REGULATIONS AND REQUIREMENTS OF THE HARNETT COUNTY ORDINANCES. ____________________________________________ _____________ OWNER SIGNATURE DATE OWNER CONSENT FORM TEMPORARY HAMMERHEAD TURNAROUND PHASE LINE R50' R25' R37' ALPINE DRIVE SR 1141NORTHVIEW DRIVE SR 1276 W WWWWWWWWWWWWWWWWHILLWOOD DRIVE 111048765231 21192018 23229171615141312 LANDFALL STREET29 373842464748495041444345 26 24 40 25 32 27 28 39 36 35 34 33 3031 OPEN SPACE 30,210 SF 0.69 AC 6''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WPROPOSED 8" WATER LINE FIRE HYDRANT ASSEMBLY, TYP.3/4" WATER SERVICE (TYP.) (2) SERVICE LINES INSIDE (1) PVC SLEEVE (TYP.) FIRE HYDRANT ASSEMBLY, TYP. 6" X 2" REDUCER (1) 2" GV 2" BLOW-OFF ASSEMBLY PROPOSED 2" SDR-21 PVC WATER MAIN PROPOSED 6" SDR-21 PVC WATER MAIN FIRE HYDRANT ASSEMBLY, TYP.FIRE HYDRANT ASSEMBLY, TYP.5' UTILITY EASEMENT 5' UTILITY EASEMENT TAPPING SLEEVE & VALVE PROPOSED 8" SDR-21 PVC WATER MAIN 8" X 8" TEE (3) 8" GV 8" X 6" REDUCER (1) 6" GV PERMANENT BLOWOFF ASSEMBLY FIRE HYDRANT ASSEMBLY, TYP.FIRE HYDRANT ASSEMBLY, TYP. STORM DRAINAGE RCP, TYP. DRAINAGE EASEMENT DRAINAGE EASEMENT STORM DRAINAGE RCP, TYP. JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-16521/20/2021 SUNSET RIDGE PHASE IIALPINE DRIVE, HARNETT COUNTY, NORTH CAROLINA47079 331 B. BLACKMON J. CHANDLERFOR RE VIE W ONL Y EXISTING WATER LINE PROPOSED WATER LINE WATER VALVE FIRE HYDRANT BLOWOFF ASSEMBLY LEGEND W W LEGEND PROPERTY LINE UTILITY EASEMENT PROPOSED RIGHT-OF-WAY PROPOSED LOT LINE OPEN SPACE UNSUITABLE SOILS 1.THE DESIGN OF THE WATER MAINS SHALL BE IN ACCORDANCE WITH THE LATEST HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES WATER ORDINANCE AND THE UTILITY MASTER PLAN. 2.APPROVAL OF THIS PLAT / PLAN DOES NOT GUARANTEE WATER CAPACITY. CURRENT / FUTURE CAPACITY MAY NOT BE AVAILABLE. THIS DEVELOPMENT MAY REQUIRE ADDITIONAL IMPROVEMENTS TO THE EXISTING WATER SYSTEM TO MEET FUTURE WATER DEMAND PRIOR TO A PRELIMINARY PLAT, CONSTRUCTION PLAN AND / OR FINAL PLAT APPROVAL. 3.STORM DESIGN IS PRELIMINARY IN NATURE AND SIZE, MATERIAL, AND LOCATIONS OF STORM DRAINAGE ARE SUBJECT TO CHANGE DURING CONSTRUCTION PLANS. GENERAL NOTES LC R/W 25.0' 3.0' MIN. 3.0' MIN. TYPICAL WATERLINE SECTION ROADWAY 1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH HARNETT COUNTY STANDARDS AND SPECIFICATIONS. 2.MINIMUM UTILITY HORIZONTAL SEPARATION DISTANCES: WATER AND STORM SEWER MAINS - 5 FT. 3.MINIMUM UTILITY VERTICAL SEPARATION DISTANCES: WATER AND STORM SEWER MAINS - 24 IN. 4.THE DESIGN OF THE WATER MAINS SHALL BE IN ACCORDANCE WITH THE LATEST HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES WATER AND SEWER ORDINANCES AND THE UTILITY MASTER PLAN. UTILITY NOTES 0 SCALE 1"=100' 200'100'NAD 83C3.0 UTILITY & STORMWATER MANAGEMENT PLAN1" = 100' ALPINE DRIVE SR 1141NORTHVIEW DRIVE SR 1276 HILLWOOD DRIVE 111048765231 21192018 23229171615141312 LANDFALL STREET29 373842464748495041444345 26 24 40 25 32 27 28 39 36 35 34 33 3031 OPEN SPACE 30,210 SF 0.69 AC 6''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WSTREET LIGHT (TYP.) STREET LIGHT (TYP.) STREET LIGHT (TYP.) JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-16521/20/2021 SUNSET RIDGE PHASE IIALPINE DRIVE, HARNETT COUNTY, NORTH CAROLINA47079 331 B. BLACKMON J. CHANDLERFOR RE VIE W ONL Y LEGEND PROPERTY LINE UTILITY EASEMENT PROPOSED RIGHT-OF-WAY PROPOSED LOT LINE OPEN SPACE 0 SCALE 1"=100' 200'100' NAD 83 LED STREET LIGHTS (7,000 LUMENS LED 75 ROADWAY LIGHT) ALUMINUM POLE - HEIGHT 30' LIGHTING LEGEND C4.0 LIGHTING PLAN1" = 100' UNSUITABLE SOILS ALPINE DRIVE SR 1141NORTHVIEW DRIVE SR 1276 W WWWWWWWWWWWWWWWWWWLANDFALL STREETHILLWOOD DRIVE LANDFALL STREETHILLWOOD DRIVE 111048765231 21192018 23229171615141312 29 373842464748495041444345 26 24 40 25 32 27 28 39 36 35 34 33 3031 OPEN SPACE 30,210 SF 0.69 AC 30' STEETSCAPE BUFFER SIGN EASEMENT 6''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WJOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-16521/20/2021 SUNSET RIDGE PHASE IIALPINE DRIVE, HARNETT COUNTY, NORTH CAROLINA47079 331 B. BLACKMON J. CHANDLERFOR RE VIE W ONL Y 2-QP PROPERTY LINE Cont24" Ht.Otto LaurelPrunus laurocerasus 'Otto Luyken' QUAN. 1010 SIZE Cont24" Ht. ROOTKEY PLANT LIST (100' SECTION) AGOL BOTANICAL NAME Abelia grandiflora x 'Rose Creek' COMMON NAME Rose Creek Abelia QP 6' Ht.B&B or Cont 3Willow OakQuercus phellos 5-AG 5-OL 5-AG 5-OL AVOID PURCHASING TREES WITH TWO LEADERS OR REMOVE ONE AT PLANTING. OTHERWISE, DO NOT PRUNE TREE AT PLANTING EXCEPT FOR SPECIFIC STRUCTURAL CORRECTIONS. DO NOT STAKE TREES EXCEPT WHERE SPECIFIED BY LANDSCAPE ARCHITECT. IF STAKING IS NECESSARY, USE TWO OPPOSING STAKES WITH SEPARATE FLEXIBLE TIES. REMOVE STAKING AT END OF FIRST GROWING SEASON. 3" (5 CM) PINE STRAW MULCH. DO NOT PLACE MULCH IN CONTACT WITH TRUNK. 4" (10 CM) RAISED RING OF SOIL TO DIRECT WATER INTO ROOT BALL. ESPECIALLY IMPORTANT IF TOP OF ROOT BALL IS RAISED ABOVE GRADE. BEFORE PLANTING, ADD 3-4" (7-10 CM) OF WELL-COMPOSTED LEAVES, RECYCLED YARD WASTE OR OTHER COMPOST AND TILL INTO TOP 6" (15 CM) OF PREPARED SOIL. ADD COMPOST AT 20-35% BY VOLUME TO BACKFILL. EXTEND STAKES INTO UNDISTURBED SOIL. 4-6" (10-15 CM) DEEPER THAN ROOT BALL FOR LOWERED PLANTING HOLE AS NEEDED WITH POOR DRAINAGE. PACK BACKFILL SOIL AROUND BASE OF ROOT BALL TO STABILIZE. ALLOW REST OF BACKFILL TO SETTLE NATURALLY OR TAMP LIGHTLY. IF PLANTING HOLES ARE DUG WITH A LARGER AUGER, BREAKING DOWN THE SIDE WITH A SHOVEL CAN ELIMINATE GLAZING AND CREATE THE PREFERRED SLOPING SIDE. SET BALL ON UNDISTURBED SOIL MOUND TO PREVENT SETTLING. CUT BURLAP, ROPE, WIRE BASKET AWAY FROM TOP AND SIDES OF ROOT BALL. DIG WIDE PLANTING HOLE WITH TAPERED SIDES. WIDTH OF PLANTING HOLE IS 3 TIMES ROOT BALL DIAMETER IN HIGHLY COMPACTED OR CLAY SOIL, 2 TIMES MINIMUM IN ALL OTHERS. TRUNK FLARE AND TOP OF ROOT BALL SHOULD BE AT GRADE IN WELL DRAINED SOIL, UP TO 4 INCHES (10 CM) ABOVE GRADE IN POORLY DRAINED SOILS. DO NOT WRAP TRUNK. MARK THE NORTH SIDE OF THE TREE IN THE NURSERY AND LOCATE TO THE NORTH IN THE FIELD. TYPICAL TREE PLANTING NO SCALE WIDTH OF THE TOP OF THE HOLE TO BE 3 TIMES THE ROOT BALL WIDTH IN CLAY SOILS 1.TREES SHALL BE MULCHED WITH 3" CLEAN PINE STRAW. 2.TREES SHALL BE WARRANTED FOR A PERIOD OF ONE YEAR FROM THE TIME OF ACCEPTANCE. 3.HOMEOWNERS ASSOCIATION WILL OWN AND MAINTAIN OPEN SPACE PARCELS. 4.ALL LANDSCAPING RESPONSIBILITY IS LOCATED WITHIN THE HOMEOWNERS ASSOCIATION COVENANTS. 5.EXISTING TREES WILL BE PRESERVED IN BUFFERS WHERE POSSIBLE. PLANTINGS WILL BE ADDED AS NEEDED TO MEET BUFFER REQUIREMENTS. NOTES LEGEND PROPERTY LINE UTILITY EASEMENT PROPOSED RIGHT-OF-WAY PROPOSED LOT LINE OPEN SPACE UNSUITABLE SOILS STREETSCAPE EASEMENTNAD 830 SCALE 1"=100' 200'100' 1" = 100' C5.0 LANDSCAPE PLAN