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HomeMy WebLinkAboutRevised Map 2-26-21WV TOP NUT: 283.63' BFP 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-1652S:\331\44455-Kipling_Creek\DWG\Sheet\Plat\44455-331-C0.0-COVR.dwg | Plotted by Dave Ballentine02/23/2021 THE PRESERVE AT KIPLING CREEKHARNETT COUNTY, NORTH CAROLINA44455 PRELIMINARY DO NOT USE FOR CONSTRUCTION 331 M. ZACCARDO 331 AS SHOWN02/23/2021REVISED PER HARNETT COUNTY REVIEW COMMENTSTHE PRESERVE AT KIPLING CREEKPROJECT: ENGINEER:MIKE ZACCARDO, PE PHONE: 919-532-3281 RALEIGH, NC 27607 5410 TRINITY ROAD, SUITE 102 TIMMONS GROUP FAX: 919-859-5663 EMAIL: MIKE.ZACCARDO@TIMMONS.COM LAND OWNER:ADAMAH LLC DEVELOPER: SITE DATA COVER SHEETC0.0 HYDE PARK, NY 12538-1629 TOTAL PROJECT AREA:107.18 ACRES PIN:0652-50-9919 32 WHITE OAKS RD HECTORS CREEK, BLACK RIVER, NEILLS CREEK TOTAL LOTS:117 ZONING:RA-20M, RA-30, CONS SIDEWALKS TO BE MAINTAINED BY THE HOME OWNERS ASSOCIATION (HOA), PROPERTY OWNERS ASSOCIATION (POA), CONDOMINIUM OWNERS ASSOCIATION (COA), OR ANY OTHER ASSOCIATION RESPONSIBLE FOR THE MAINTENANCE AND/OR UPKEEP OF THE RESIDENTIAL COMMUNITY SIDEWALK OR STREET TREE INSTALLATIONS THAT ARE DAMAGED AND/OR REMOVED BY HARNETT COUNTY/ DEPARTMENT OF PUBLIC UTILITIES/ HARNETT REGIONAL WATER OR ITS REPRESENTATIVES, AGENTS, OR CONTRACTORS AS A RESULT OF REPAIR/MAINTENANCE OF THE PUBLIC WATER AND/OR SEWER LINE WILL BE REPLACED OR REPAIRED BY THE HOME OWNERS ASSOCIATION (HOA), PROPERTY OWNERS ASSOCIATION (POA), CONDOMINIUM OWNERS (COA), OR ANY OTHER ASSOCIATION RESPONSIBLE FOR THE MAINTENANCE AND/OR UPKEEP OF THE RESIDENTIAL COMMUNITY. APPROVAL OF THIS PLAT/PLAN DOES NOT GUARANTEE WATER CAPACITY OR WASTEWATER 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 AND WASTEWATER DEMANDS PRIOR TO A PRELIMINARY PLAT, CONSTRUCTION PLAN AND/OR FINAL PLAT APPROVAL. WS-IVWATERSHED: TOWNSHIP: SITE VICINITY MAP 1" = 1,000' HARNE T T CENTR A L R O A D SR 221 5 US 401NTHE PRESERVE AT KIPLING CREEK PRELIMINARY SUBDIVISION PLAN BALLARD ROAD HARNETT COUNTY, NORTH CAROLINA BALLARD RO A D SR 1437 NORFOLKSOUTHERNRAILROADPRELIMINARY SUBDIVISION NOTES SHEET INDEX SHEET NUMBER SHEET TITLE C0.0 COVER SHEET C1.0 EXISTING CONDITIONS C2.0 SITE PLAN C3.0 UTILITY PLAN C3.1 OFFSITE WATER MAIN PLAN C4.0 LANDSCAPE PLAN C5.0 LIGHTING PLAN SINGLE FAMILY RESIDENTIAL PROPOSED USE: ESPLANADE COMMUNITIES OF FLORIDA, LLC 149 US HWY 70 GARNER, NC 27529 PHONE: 919-233-6747 ZACH DAUGHERTY EMAIL: ZDAUGHERTY@ESPLANADECOMMUNITIES.COM SANSANSAN SAN SANSANSANSANSANSS2'' W2'' W2'' W2'' W2'' W4'' WSANSANSANSANSANSANSANSANSANSSSSSSSOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHP OHPOHPOHPOHPOHPOHPOHP X XXXXN/FMACKPIN: 0652-52-5409PB 2005 PG 385N/FANNUNZIATAPIN: 0652-42-4629PB 0 PG 0N/FPYLANTPIN: 0652-61-4713PB 2016 PG 123N/FPYLANTPIN: 0652-62-2184PB 2016 PG 123N/FWESTERPIN: 0662-00-2888DB 2846 PG 0763N/FWESTERPIN: 0652-80-8125DB 92E PG 105N/FBUTTSPIN: 0651-89-1105DB 874 PG 318N/FHOLLANDPIN: 0651-59-0033DB 1338 PG 528SSMH#1SSMH#2SSMH#3SSMH#4SSMH#5SSMH#6SSMH#7S 86°58'47" E334.59'L1 S 42°40'34" E 1978.70' L2 L3S 19°20'11" W228.16'L4L5L6L7L8L9 L10 L11L12L13L14 L15 L16L17 L18L19 L20L21L22L23L24S 24°29'30" W232.70'S 20°47'03" W215.69'S 20°36'18" W262.31'N 52°14 ' 0 0 " W 1312.12 'L25C1 N 31°24'40" W 979.79'N 58°34'58" E625.66'L26C2C3L27L101L102L103L104 L105 L106L107L108L109L110 L111N/FSLIPSTREAM RTPPIN: 0652-52-3650PB N/A PG N/AN/FHILLPIN: 0652-52-3787PB 2005 PG 1053N/FANNUNZIATAPIN: 0652-52-0313PB 3468 PG 0218N/FBALLARDPIN: 0652-31-9641PB N/A PG N/AN/FYOUNGPIN: 0652-31-9109PB 2006 PG 730N/FBURRIDGEPIN: 0652-41-4013PB 2008 PG 739EXISTING WETLANDS SITE BOUNDARY EXISTING WETLANDS FEMA 100-YEAR FLOODPLAIN FEMA 100-YEAR FLOODPLAIN EXISTING SANITARY SEWER BALLARD ROADNCSR 143760' PUBLIC R/WN/F PYLANT PIN: 0652-61-4713 PB: 2016, PG: 123 N/F MACK PIN: 0652-52-5409 PB: 2005, PG: 385 N/F PYLANT PIN: 0652-62-2784 PB: 2016, PG: 123 N/F BLANCHARD PIN: 0652-52-3437 PB: 2005, PG: 385 N/F WESTER PIN: 0662-00-2888 DB: 2846, PG: 0763 N/F BUTTS PIN: 0651-89-1105 DB: 874, PG: 318 N/F HOLLAND PIN: 0651-59-0033 DB: 1338, PG: 528 RA-20M RA-30 APPROXIMATE ZONING LINE CONSRA- 2 0M APPROX IMA TE ZON ING L INE NORFOLK SOUTHERN RAILROAD 100' R/W EXISTING 2" PVC WATER MAIN ST R A W B E R R Y H I L L L A N E 50' I N G R E S S / E G R E S S & UT I L I T Y E A S E M E N T N/F WESTER PIN: 0652-80-8125 DB: 92E, PG: 105 SANITARY SEWER EASEMENT (MAP 2002, PAGE 79) "OLD RUN" OF NEILLS CREEK IS PROPERTY LINE N/F ADAMAH LLC PIN: 0652-50-9919 DB: 1891, PG: 110 PB: 2000, PG: 378 4,668,966 S.F. 107.18 ACRES (EXCLUDING THE 3.03 ACRES WITHIN RIGHTS OF WAY OF RAILROAD AND BALLARD ROAD) FLOOD ZONE 'AE' LOWEST BFE: 145.6'S86°58'47"E334.59'S2°04'32"E 45.18' S42°40'34"E 1978.70' L1 L2L 3 L4L5 L6L8L7L9 L10 L11L12L 1 3 L14 L15 L16L17 L18L19L20 L21L22L23L24S2 4 ° 2 9 ' 30 "W 232 . 70 'S2 0 ° 4 7 ' 0 3 "W 2 1 5 . 6 9 'S2 0 ° 3 6 ' 1 8 "W 2 6 2 . 3 1 ' N52°14 ' 0 0 " W 1312.12'N2 0 ° 5 0 ' 5 6 "E 4 3 . 2 8 ' C3 N31°24'40"W 979.79'N58°34'58"E625.66'N57°45'34"E147.17'C2C1 N16°44'08"E 6.89' 175 180 18519019520020521 0 225 230 235 240 2 4 5 250 2 5 4 24522 0 2 1 5 21 02002051 9 01851 8 0 175170165140 160175190 180 175 CURVE TABLE CURVE C1 C2 C3 RADIUS 619.61 525.29 1008.46 LENGTH 208.82 220.93 902.94 TANGENT 105.41 112.12 484.26 DELTA 19°18'34" 24°05'50" 51°18'04" CHORD BEARING N23°11'49"E N47°15'43"E N7°32'23"W CHORD 207.83 219.30 873.08 LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 LENGTH 67.95 92.34 228.16 81.18 165.23 38.61 31.94 43.18 66.31 29.13 98.91 172.23 65.64 74.71 38.16 87.79 89.28 83.74 89.84 92.16 137.98 65.15 57.75 85.04 BEARING S22°17'52"E N82°28'34"E S19°20'11"W N88°40'59"E S24°36'32"W S87°26'10"W S27°57'03"W S53°07'48"W S69°40'37"E S18°26'06"E S51°17'36"W N88°16'33"W S13°10'59"W S61°27'36"E S33°55'47"E S50°24'21"W S13°17'44"E S30°47'03"W N76°12'02"W S28°29'26"W S69°18'29"W S61°09'28"W N89°52'09"W S47°46'40"W EXISTING CONDITIONSC1.0 ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL HARNETT COUNTY AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS. 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-1652S:\331\44455-Kipling_Creek\DWG\Sheet\Plat\44455-331-C1.0-EXIS.dwg | Plotted by Dave Ballentine02/23/2021 THE PRESERVE AT KIPLING CREEKHARNETT COUNTY, NORTH CAROLINA44455 PRELIMINARY DO NOT USE FOR CONSTRUCTION 331 M. ZACCARDO 331 AS SHOWN02/23/2021REVISED PER HARNETT COUNTY REVIEW COMMENTSNAD 830 240' SCALE 1"=120' 120' 1.BOUNDARY TAKEN FROM SURVEY BY STOKES SURVEYING & MAPPING DATED MAY 5, 2020. 2.TOPOGRAPHIC INFORMATION TAKEN FROM HARNETT COUNTY GIS. 3.ENVIRONMENTAL INFORMATION RECEIVED FROM HEADWATER ENVIRONMENTAL INC. DATED NOVEMBER 13, 2019. 4.THE SUBJECT PROPERTY IS LOCATED IN ZONE X AND AE IN ACCORDANCE WITH FIRM MAP #3720064200J, PANEL 0642 OF COMMUNITY 370328, DATED OCTOBER 3, 2006. GENERAL NOTES WETLANDS SITE BOUNDARY EXISTING PROPERTY LINE EXISTING ROAD CENTER EXISTING CONTOUR STREAM CENTERLINE EXISTING LEGEND FEMA 100 YR FLOODPLAIN OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHP OHP OHP OHP OHP X XXXXX XXN/FMACKPIN: 0652-52-5409PB 2005 PG 385N/FPYLANTPIN: 0652-62-2184PB 2016 PG 123N/FWESTERPIN: 0652-80-8125DB 92E PG 105N/FHOLLANDPIN: 0651-59-0033DB 1338 PG 528SSMH#3SSMH#4SSMH#5SSMH#6SSMH#7S 86°58'47" E334.59'L1 S 42°40'34" E 1978.70'L6L7L8L9 L10 L11L12L13L14 L15 L16L17 L18L19 L20L21L22L23L24S 24°29'30" W232.70'S 20°47'03" W215.69'N 52°14' 0 0 " W 1312.12 'L25C1 N 31°24'40" W 979.79'N 58°34'58" E625.66'L26C2C3L27L103L104 L105 L106L107L108L109L110N/FSLIPSTREAM RTPPIN: 0652-52-3650PB N/A PG N/AN/FANNUNZIATAPIN: 0652-52-0313PB 3468 PG 0218N/FBALLARDPIN: 0652-31-9641PB N/A PG N/AN/FYOUNGPIN: 0652-31-9109PB 2006 PG 730N/FBURRIDGEPIN: 0652-41-4013PB 2008 PG 73916 11832 SF 0.27 AC 14 10852 SF 0.25 AC 31 10591 SF 0.24 AC 27 10010 SF 0.23 AC 11 10010 SF 0.23 AC 15 11275 SF 0.26 AC 26 10367 SF 0.24 AC 12 10010 SF 0.23 AC 29 10010 SF 0.23 AC 25 11080 SF 0.25 AC 13 10010 SF 0.23 AC 22 10010 SF 0.23 AC 28 10010 SF 0.23 AC 24 10010 SF 0.23 AC 10 11306 SF 0.26 AC 68 9992 SF 0.23 AC 60 10010 SF 0.23 AC 52 10010 SF 0.23 AC 67 10028 SF 0.23 AC 59 10010 SF 0.23 AC 51 10010 SF 0.23 AC 66 10010 SF 0.23 AC 58 10010 SF 0.23 AC 65 10010 SF 0.23 AC 57 10010 SF 0.23 AC 64 10010 SF 0.23 AC 56 10010 SF 0.23 AC 71 8958 SF 0.21 AC 63 10118 SF 0.23 AC 55 10010 SF 0.23 AC 70 9892 SF 0.23 AC 62 10452 SF 0.24 AC 54 10010 SF 0.23 AC 69 10010 SF 0.23 AC 61 10196 SF 0.23 AC 53 10010 SF 0.23 AC 73 10568 SF 0.24 AC 81 10085 SF 0.23 AC 80 10005 SF 0.23 AC 79 10008 SF 0.23 AC 78 10010 SF 0.23 AC 77 10010 SF 0.23 AC 76 10010 SF 0.23 AC 75 10010 SF 0.23 AC 85 10027 SF 0.23 AC 86 11277 SF 0.26 AC 84 10577 SF 0.24 AC 87 10010 SF 0.23 AC 83 10885 SF 0.25 AC82 10050 SF 0.23 AC 88 12510 SF 0.29 AC 90 11110 SF 0.26 AC 91 10090 SF 0.23 AC 92 10010 SF 0.23 AC 93 10883 SF 0.25 AC 89 10435 SF 0.24 AC 98 11576 SF 0.27 AC 99 10010 SF 0.23 AC 100 10971 SF 0.25 AC 101 10010 SF 0.23 AC 94 15105 SF 0.35 AC 102 10847 SF 0.25 AC 95 10448 SF 0.24 AC 103 10214 SF 0.23 AC 96 10779 SF 0.25 AC 104 10697 SF 0.25 AC 97 12299 SF 0.28 AC 72 14561 SF 0.33 AC 113 17790 SF 0.41 AC 112 18790 SF 0.43 AC 111 12642 SF 0.29 AC 110 12424 SF 0.29 AC 117 12667 SF 0.29 AC 109 12315 SF 0.28 AC 116 12586 SF 0.29 AC115 12907 SF 0.30 AC114 13804 SF 0.32 AC 108 12048 SF 0.28 AC 107 11869 SF 0.27 AC 106 12155 SF 0.28 AC 105 11929 SF 0.27 AC 23 11094 SF 0.25 AC 20 10010 SF 0.23 AC19 10010 SF 0.23 AC 18 11600 SF 0.27 AC 21 10010 SF 0.23 AC 17 11906 SF 0.27 AC 47 10010 SF 0.23 AC 40 10010 SF 0.23 AC 48 10010 SF 0.23 AC 41 10010 SF 0.23 AC 49 10010 SF 0.23 AC 42 10010 SF 0.23 AC 50 10010 SF 0.23 AC 43 13173 SF 0.30 AC 44 13146 SF 0.30 AC 45 10010 SF 0.23 AC 46 10010 SF 0.23 AC 8 10034 SF 0.23 AC 7 10582 SF 0.24 AC 6 10758 SF 0.25 AC 5 10531 SF 0.24 AC 4 10148 SF 0.23 AC 3 10079 SF 0.23 AC 2 10018 SF 0.23 AC 9 10125 SF 0.23 AC 1 10951 SF 0.25 AC 32 10742 SF 0.25 AC 39 11306 SF 0.26 AC38 10010 SF 0.23 AC37 10010 SF 0.23 AC36 10010 SF 0.23 AC 35 11069 SF 0.25 AC34 14810 SF 0.34 AC 33 10740 SF 0.25 AC 77'71'143'55'39'41'70'36'34'143'70'70'144'70'43'27'145'28'18' 149'52'85'8 0 ' 148'85'45' 143' 7 4 '63'59'133' 9' 5 4 '59'101' 39' 75' 8 8 '103'1 3 2 ' 23' 57'83'16 0 ' 13' 70'51'37' 47'145'26' 85'143'44' 70' 70'143'70' 70'143'70' 70'143'55' 80'118'39'50' 72 '58'46'34'44'143'70' 70'143'55' 70'143'15'70' 70'143'80' 55'39'118'39'33'167'62'78'163'55'153'35'36'2'68'143'17'54'70'143'5'65'70'143'5'65'70'143'5'65'70'143'65'70'50'39'118'75'39 '55'143' 118'70'143'70'143'70'143'28'42'143'70'143'70'155'73'70'143'70'143'70'143'70'70'143'70'43'143'39'51'51'104'143'80'66'143'66'80'104'70'143'70'70'143'70'70'143'70'70'143'70'143'70'70'80'71'143'60'10' 70'143'70' 70'143'70' 70'143'70' 70'143'70' 8'30'33'142'71' 8'31' 39'126'75' 18' 69'109'85' 11'155'11'73' 20' 43'24'45'15'150'53'30' 55'5'143'37'49' 78'32'73'37'38' 13'104'43' 31'56'143'14' 70'143'62' 4 3 '32'72'24' 47 ' 21 '5'78'41'67'143'70' 70'143'49' 71'137'22'94' 61'9'136'71' 48' 35'147'3 5 ' 85'61'45'23'165'111'107' 124'52'88'138'32'5'21'17'108'143'70'94'143'28'42'70'143'70'47'143'21'83'2'70'143'70'48'133' 8'89'10'5 5 ' 125' 8 0 '26'143' 8 0 ' 82 '105'18' 40' 35' 45 ' 7 8 '71'86' 156'125'88'28' 18 5 ' 77'170' 33'31' 69' 56' 7'150' 79' 74' 6'126'30' 56' 92' 102'105'39'34' 34' 1 4 2 ' 62' 62'136' 69'3 3 ' 95' 95'136' 91' 82' 12'136'91' 45' 34'39'100'75'144'94'143'83'83'143'85'85'143' 140'29'58'84'30 10010 SF 0.23 AC 74 10111 SF 0.23 AC140'143'70'143'70'143'70'70' 70'143'70' 70'143'70' 70'143'70' 70'143'70' 70'143'70' 70'143'70' 70'143'70' 70'143'70' 70'143'69' 53'19'146'66' 75'2'146'70' 70'143'70' 70'143'70' 70'143'70' 70'143'70' 70'143'70' 70'143'70' 70'143'46' 70'133'26'25' 70'131'48' EXISTING WETLANDS SITE BOUNDARY EXISTING WETLANDS FEMA 100-YEAR FLOODPLAIN FEMA 100-YEAR FLOODPLAINBALLARD ROADNCSR 143760' PUBLIC R/WRA-20M RA-30 APPROXIMATE ZONING LINE CONSRA- 2 0MAPPROX IM A T E ZON ING L INE NORFOLK SOUTHERN RAILROAD 100' R/W ST R A W B E R R Y H I L L L A N E 50' I N G R E S S / E G R E S S & UT I L I T Y E A S E M E N T EXISTING 40' SANITARY SEWER EASEMENT FLOOD ZONE 'AE' LOWEST BFE: 145.6' 20' PUBLIC UTILITY EASEMENT 20' PUBLIC UTILITY EASEMENT MAIL KIOSK OPEN SPACE #4 2,318,938 SF 53.24 AC RUDYARD DRIVEDARZEE ROADKOTICK LANEBAGHEERA L A N E TOOMAI COURT MOWGLI WAYBALOO C O U R T 50' PUB L I C R / W 29' B-B 50' PUBL IC R/W29' B-B 50' PUBLIC R/W 29' B-B 50' PUBLIC R/W 29' B-B50' PUBLIC R/W29' B-B50' PUBLIC R/W29' B-B50' PUBLIC R / W 29' B-B 15' TYPE 'A' PERIMETER BUFFER 15' TYPE 'A' PERIMETER BUFFER 75' PRIME VIEW & VISTA OPEN SPACE #1 685,793 SF 15.74 AC OPEN SPACE #3 17,254 SF 0.40 AC OPEN SPACE #2 43,128 SF 0.99 AC 75' PRIME VIEW & VISTA 30' STREETSCAPE BUFFER 30' STREETSCAPE BUFFER 30' STREETSCAPE BUFFER 15' TYPE 'A' PERIMETER BUFFER TEMPORARY TURNAROUND TEMPORARY TURNAROUND 10' R/W DEDICATION 20' STORM DRAINAGE EASEMENT (TYP) 20' STORM DRAINAGE EASEMENT (TYP) 20' STORM DRAINAGE EASEMENT (TYP) 20' STORM DRAINAGE EASEMENT (TYP)SITE PLANC2.0 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-1652S:\331\44455-Kipling_Creek\DWG\Sheet\Plat\44455-331-C2.0-SITE.dwg | Plotted by Dave Ballentine02/23/2021 THE PRESERVE AT KIPLING CREEKHARNETT COUNTY, NORTH CAROLINA44455 PRELIMINARY DO NOT USE FOR CONSTRUCTION 331 M. ZACCARDO 331 AS SHOWN02/23/2021REVISED PER HARNETT COUNTY REVIEW COMMENTSPROPERTY LINE EXISTING ROAD CENTER PROPOSED PERIMETER BUFFER PROPOSED ESMT PROPOSED RIGHT-OF-WAY PROPOSED LOT LINE BUILDING SETBACK PROPOSED ROAD CENTER PROPOSED EOP WETLANDS STREAM CENTERLINE OPEN SPACE SITE LAYOUT LEGEND NAD 830 SCALE 1"=100' 200'100' GENERAL NOTES 1.BOUNDARY TAKEN FROM SURVEY BY STOKES SURVEYING & MAPPING DATED MAY 5, 2020. 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.ALL STREETS SHALL BE PUBLIC. 6.ALL UTILITIES SHALL BE UNDERGROUND. 7.EACH LOT WILL BE SERVED BY HARNETT COUNTY PUBLIC WATER. 8.EACH LOT WILL BE SERVED BY HARNETT COUNTY PUBLIC SEWER. 9.HARNETT COUNTY EROSION CONTROL PERMIT WILL BE REQUIRED, AND ALL EROSION CONTROL REGULATIONS WILL BE COMPLIED WITH. 10.CONSTRUCTION DRAWINGS MUST BE APPROVED PRIOR TO CONSTRUCTION. 11.SIGNAGE SHALL BE APPROVED PRIOR TO INSTALLATION OF ANY SIGNAGE. 12.STREET NAMES MUST BE APPROVED BY HARNETT COUNTY GIS PRIOR TO FINAL PLAT. 13.DEDICATED OPEN SPACE AREAS AND DRAINAGE EASEMENTS WILL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 14.THE HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR MAINTAINING THE STREET TREES. 15.THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURE DISTRICT. 16.HOMEOWNERS ASSOCIATION (HOA) IS RESPONSIBLE FOR MAINTENANCE OF PARKING AREAS, DRIVE AISLES, AND ALL LANDSCAPE BUFFERING. 17.A FOUNDATION SURVEY WILL BE REQUIRED ON ALL LOTS. 18.SIDEWALKS SHALL BE MAINTAINED BY HOMEOWNERS ASSOCIATION (HOA). 19.ALL REQUIRED LANDSCAPING CANNOT BE REMOVED AND COVENANTS SHALL REFLECT THIS REQUIREMENT. TOTAL SITE AREA IMPERVIOUS IN 117 LOTS (7,390 SF/LOT) IMPERVIOUS IN ROADWAY MAIL KIOSK IMPERVIOUS TOTAL IMPERVIOUS PERCENT IMPERVIOUS 4,668,966 SF 864,630 SF 251,901 SF 3,457 SF 1,119,988 SF 23.99% 107.18 AC 19.85 AC 5.78 AC 0.08 AC 25.71 AC IMPERVIOUS AREA DATA ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL HARNETT COUNTY AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS. **THIS DEVELOPMENT WAS APPROVED USING THE COMPATIBILITY DESIGN CONCEPT. **NO UNPERMITTED DISTURBANCE WILL BE ALLOWED IN DESIGNATED WETLAND AREAS. A HOMEOWNER'S ASSOCATION (HOA) WILL OWN AND MAINTAIN ALL OPEN SPACE PARCELS AND WILL BE RESPONSIBLE FOR MAINTAINING ALL LANDSCAPING REQUIRED BY HARNETT COUNTY UNIFIED DEVELOPMENT ORDINANCE (UDO). TYPICAL SECTION FOR INTERNAL STREETS NOT TO SCALE SIDEWALK SHOULDER STANDARD CURB & GUTTER 8" ABC 2 1/2" S-9.5B SLOPE 3:1 MAXSLOPE 3:1 MAX 1/4"/FT.1/4"/FT.1/4"/FT.1/4"/FT. 1'5'4.5'2.5'24' PAVEMENT RIGHT OF WAY 50' C/L 2.5'10.5' SIDEWALK SHOULDER STANDARD CURB & GUTTER 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 RA-20M FRONT YARD: 20' SIDE YARD: 5' REAR YARD: 15' CORNER YARD: 15' SETBACK DATA RA-30 FRONT YARD: 25' SIDE YARD: 10' REAR YARD: 20' CORNER YARD: 20' STREET DATA RUDYARD DRIVE DARZEE ROAD BAGHEERA LANE KOTICK LANE MOWGLI WAY TOOMAI COURT BALOO COURT TOTAL 1,896 LF 768 LF 716 LF 1,026 LF 1,303 LF 341 LF 409 LF 6,459 LF 50' R/W, 29' B-B 50' R/W, 29' B-B 50' R/W, 29' B-B 50' R/W, 29' B-B 50' R/W, 29' B-B 50' R/W, 29' B-B 50' R/W, 29' B-B SITE DATA TOTAL EXISTING TRACT: 107.18 AC EXISTING ZONING: RA-20M (67.50 AC), RA-30 (19.95 AC), CONS (19.73 AC) LAND USE CLASSIFICATION: MEDIUM DENSITY RESIDENTIAL & ENVIRONMENTALLY SENSITIVE AREAS PROPOSED NUMBER OF LOTS: 117 PROPOSED DENSITY: 1.09 DU/AC RA-20M AREA: 67.50 AC MINIMUM REQUIRED LOT WIDTH: 70' MINIMUM LOT SIZE REQUIRED: 10,000 SF MINIMUM LOT SIZE PROVIDED: 10,005 SF AVERAGE LOT SIZE PROVIDED: 10,536 SF REQUIRED OPEN SPACE (20%): 13.50 AC RA-30 AREA: 19.95 AC MINIMUM REQUIRED LOT WIDTH: 70' MINIMUM LOT SIZE REQUIRED: 12,500 SF MINIMUM LOT SIZE PROVIDED: 12,315 SF AVERAGE LOT SIZE PROVIDED: 13,662 SF REQUIRED OPEN SPACE (30%): 5.99 AC TOTAL OPEN SPACE PROVIDED: 70.37 AC (65.65%) DEVELOPER: MARK LYCZKOWSKI ESPLANADE COMMUNITIES OF FLORIDA, LLC 148 US HWY 70 GARNER, NC 27529 PHONE: 919-422-2753 ENGINEER: TIMMONS GROUP MIKE ZACCARDO, PE 5410 TRINITY ROAD, STE. 102 RALEIGH, NC 27607 PHONE: 919-532-3281 OWNER: ADAMAH LLC 32 WHITE OAKS RD HYDE PARK, NY 12538-1629 PIN: 0652-50-9919 DB: 1891, PG: 110 PB: 2000, PG: 378 FIRM MAP: 3720064200J WATERSHED: WS-IV OPEN SPACE DATA OPEN SPACE AREA #1 685,793 SF 15.74 AC OPEN SPACE AREA #2 43,128 SF 0.99 AC OPEN SPACE AREA #3 17,254 SF 0.40 AC OPEN SPACE AREA #4 2,318,938 SF 53.24 AC TOTAL 3,065,113 SF 70.37 AC FEMA 100 YR FLOODPLAIN SAN2'' W2'' W2'' W2'' W2'' W2'' WSANSANSANSANSANSANSANSANSANSANSSSSS2269 181.83 Estuarine Intertidal CLDOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHP OHP OHP OHP OHP X XXXXX XXN/FMACKPIN: 0652-52-5409PB 2005 PG 385N/FPYLANTPIN: 0652-62-2184PB 2016 PG 123N/FWESTERPIN: 0652-80-8125DB 92E PG 105N/FHOLLANDPIN: 0651-59-0033DB 1338 PG 528SSMH#3SSMH#4SSMH#5SSMH#6SSMH#7S 86°58'47" E334.59'L1 S 42°40'34" E 1978.70'L6L7L8L9 L10 L11L12L13L14 L15 L16L17 L18L19 L20L21L22L23L24S 24°29'30" W232.70'S 20°47'03" W215.69'N 52°14' 0 0 " W 1312.12 'L25C1 N 31°24'40" W 979.79'N 58°34'58" E625.66'L26C2C3L27L103L104 L105 L106L107L108L109L110N/FSLIPSTREAM RTPPIN: 0652-52-3650PB N/A PG N/AN/FANNUNZIATAPIN: 0652-52-0313PB 3468 PG 0218N/FBALLARDPIN: 0652-31-9641PB N/A PG N/AN/FYOUNGPIN: 0652-31-9109PB 2006 PG 730N/FBURRIDGEPIN: 0652-41-4013PB 2008 PG 73914 31 27 11 15 26 12 29 25 13 22 28 24 10 1616 14 31 27 11 15 26 12 29 25 13 22 28 24 10 68 6052 67 5951 66 58 65 57 64 56 71 6355 70 6254 69 6153 73 81 80 7978777675 85 86 84 87 83 82 88 90 91 92 9389 98 99 100 101 94 102 95 103 96 104 97 72 113 112 111 110 117 109 116 115 114 108 107 106 105 23 20 1918 21 17 47 40 48 41 49 42 50 43 44 45 46 8 7 6 5 4 3 2 9 1 32 39 38 37 3635 34 33 30 74 FLOOD ZONE 'AE' LOWEST BFE: 145.6'BALLARD ROADNCSR 143760' PUBLIC R/WNORFOLK SOUTHERN RAILROAD 100' R/W ST R A W B E R R Y H I L L L A N E 50' I N G R E S S / E G R E S S & UT I L I T Y E A S E M E N T RUDYARD DRIVEKOTICK LANEBAGHEERA L A N E TOOMAI COURT MOWGLI WAYBALOO S T R E E TDARZEE ROAD8''W 8''W8''W 8''W 8''W 8''W 8''W8''W8''W8''W8''W8''W 8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W6''W8''W8''W8''W8''W6''W 6''W 6''W 6''W 6''W SSSS SSSSSSSS S S S SSSSS SSSSSSSSAN SAN SANSANSANSAN SAN SAN SAN SAN SANSANSANSAN SAN SAN SAN SANSANSANSANSANSANSAN SAN SS SSS SSANSAN SANSANSSANSSANEXISTING WETLANDS SITE BOUNDARY EXISTING WETLANDS FEMA 100-YEAR FLOODPLAIN FEMA 100-YEAR FLOODPLAIN EXISTING 40' SANITARY SEWER EASEMENT 20' PUBLIC UTILITY EASEMENT 20' PUBLIC UTILITY EASEMENT MAIL KIOSK 10' R/W DEDICATION 8" WATER MAIN 8" WATER MAIN 8" WATER MAIN 8" WATER MAIN 8" WATER MAIN 6" WATER MAIN 6" WATER MAIN 8"x8" TEE (3) 8" GV 8"x8" TEE (3) 8" GV 8"x8" TEE (3) 8" GV 8"x8" TEE (3) 8" GV 8"x6" TEE (2) 8" GV (1) 6" GV 8"x6" TEE (1) 8" GV (2) 6" GV TEMPORARY BLOWOFF ASSEMBLY (TYP) TEMPORARY BLOWOFF ASSEMBLY (TYP) TEMPORARY BLOWOFF ASSEMBLY (TYP) FIRE HYDRANT ASSEMBLY (TYP) FIRE HYDRANT ASSEMBLY (TYP) FIRE HYDRANT ASSEMBLY (TYP) FIRE HYDRANT ASSEMBLY (TYP) FIRE HYDRANT ASSEMBLY (TYP) FIRE HYDRANT ASSEMBLY (TYP) FIRE HYDRANT ASSEMBLY (TYP) FIRE HYDRANT ASSEMBLY (TYP) FIRE HYDRANT ASSEMBLY (TYP) FIRE HYDRANT ASSEMBLY (TYP) FIRE HYDRANT ASSEMBLY (TYP) FIRE HYDRANT ASSEMBLY (TYP) FIRE HYDRANT ASSEMBLY (TYP) FIRE HYDRANT ASSEMBLY (TYP) FIRE HYDRANT ASSEMBLY (TYP) 8"x6" REDUCER 6" WATER MAIN 8" SANITARY SEWER MAIN 8" SANITARY SEWER MAIN 8" SANITARY SEWER MAIN 8" SANITARY SEWER MAIN 8" SANITARY SEWER MAIN 8" SANITARY SEWER MAIN 8" SANITARY SEWER MAIN 8" SANITARY SEWER MAIN 8" SANITARY SEWER MAIN 8" SANITARY SEWER MAIN 8" SANITARY SEWER MAIN 8" SANITARY SEWER MAIN 8" SANITARY SEWER MAIN 8" SANITARY SEWER MAIN 8" SANITARY SEWER MAIN 8" SANITARY SEWER MAIN 8" SANITARY SEWER MAIN 8" SANITARY SEWER MAIN 8" SANITARY SEWER MAIN 8" SANITARY SEWER MAIN 8" SANITARY SEWER MAIN 8" SANITARY SEWER MAIN 8" SANITARY SEWER MAIN 8" SANITARY SEWER MAIN 8" SANITARY SEWER MAIN 8" SANITARY SEWER MAIN 8" SANITARY SEWER MAIN 8" SANITARY SEWER MAIN 8" SANITARY SEWER MAIN EXISTING 2" WATER MAIN 8" WATER MAIN (SEE SHEET C3.1 FOR CONTINUATION) 8"x8" TEE (3) 8" GV 8"x8" TEE (3) 8" GV TIE INTO EXISTING SANITARY SEWER MANHOLE 8" SANITARY SEWER MAIN 8"x8" TEE (3) 8" GV EXISTING 2" WATER MAIN TO BE RELOCATED AND UPSIZED TO 8" WATER MAIN. THE EXISTING PORTIONS OF MAIN SHALL BE ABANDONED IN PLACE PER HRW AND NCDOT SPECIFICATIONS.UTILITY PLANC3.0 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-1652S:\331\44455-Kipling_Creek\DWG\Sheet\Plat\44455-331-C3.0-UTIL.dwg | Plotted by Dave Ballentine02/23/2021 THE PRESERVE AT KIPLING CREEKHARNETT COUNTY, NORTH CAROLINA44455 PRELIMINARY DO NOT USE FOR CONSTRUCTION 331 M. ZACCARDO 331 AS SHOWN02/23/2021REVISED PER HARNETT COUNTY REVIEW COMMENTSNAD 830 SCALE 1"=100' 200'100' ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL HARNETT COUNTY AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS. 8''W UTILITY LEGEND PROPOSED SEWER LINE PROPOSED FORCE MAIN PROPOSED WATER LINE WATER LINE TEE FIRE HYDRANT REDUCER GATE VALVE. BLOWOFF ASSEMBLY FM SAN TEMPORARY HAMMERHEAD TURNAROUND 50' RIGHT-OF-WAY B-B WIDTH ROWSIDEWALKHEAVY DUTY CONCRETE SIDEWALK 10' R A D. PROPERTY/PHASE LINE 10' TEMPORARY CONSTRUCTION EASEMENT (FOR MAINTENANCE AND FUTURE CONSTRUCTION) GRAVEL 10'CURB & GUTTER 29' 30" STANDARDVALLEY CURB &GUTTERTEMPORARY HAMMERHEAD TURNAROUNDROW10' R AD. 10' TEMPORARY CONSTRUCTION EASEMENT (FOR MAINTENANCE AND FUTURE CONSTRUCTION) 10'10'20'60' 29' B-B WIDTH GRAVEL PROPERTY/PHASE LINE WETLANDS SITE BOUNDARY EXISTING PROPERTY LINE EXISTING ROAD CENTER EXISTING CONTOUR STREAM CENTERLINE EXISTING LEGEND 1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH HARNETT COUNTY STANDARDS AND SPECIFICATIONS. 2.MINIMUM UTILITY HORIZONTAL SEPARATION DISTANCES: WATER AND SANITARY SEWER MAINS - 10 FT. WATER AND STORM SEWER MAINS - 5 FT. SANITARY SEWER AND STORM SEWER MAINS - 5 FT. GRAVITY SANITARY SEWER AND FORCE MAINS - 5 FT. 3.MINIMUM UTILITY VERTICAL SEPARATION DISTANCES: WATER AND SANITARY SEWER MAINS - 24 IN. WATER AND STORM SEWER MAINS - 24 IN. SANITARY SEWER AND STORM SEWER MAINS - 24 IN. 4.THE DESIGN OF THE WATER AND SEWER 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 50' RIGHT-OF-WAY 60' PROPERTY/PHASE LINE SIDEWALKROW10'20'HEAVY DUTY CONCRETE SIDEWALK 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" PER FT. SLOPE AS REQUIRED SECTION A-A 25' R C/L 35' 3:1 6' 4:1 SYMMETRICAL CUL-DE-SAC DETAIL 6'3' 8" CABC 2" SF9.5B A50' R 15' 35'R 15'20'35' R A 50' R/W UTILITY NOTES: 1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH HARNETT COUNTY STANDARDS AND SPECIFICATIONS. 2.MINIMUM UTILITY HORIZONTAL SEPARATION DISTANCES: WATER AND SANITARY SEWER MAINS - 10 FT. WATER AND STORM SEWER MAINS - 5 FT. SANITARY SEWER AND STORM SEWER MAINS - 5 FT. GRAVITY SANITARY SEWER AND FORCE MAINS - 5 FT. 3.MINIMUM UTILITY VERTICAL SEPARATION DISTANCES: WATER AND SANITARY SEWER MAINS - 24 IN. WATER AND STORM SEWER MAINS - 24 IN. SANITARY SEWER AND STORM SEWER MAINS - 24 IN. 4.THE DESIGN OF THE WATER AND SEWER MAINS SHALL BE IN ACCORDANCE WITH THE LATEST HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES WATER AND SEWER ORDINANCES AND THE UTILITY MASTER PLAN. FEMA 100 YR FLOODPLAIN 4'' W4'' W4'' W 4'' W 4'' W 4'' W 4'' W 4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W6'' W6'' W6'' W 6'' W 6'' W 6'' W 6'' W 6'' W6'' WOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPXXXWV TOP NUT 286 .33 'GGGGGGGGGG G GGGGGG G G GG HARNETT CENTR A L H O L D I N G S N/FHARNETT CENTRA L H O L D I N G S PIN: 0652-54-1299 PB 2018 PG 200 N/FHARNETT CENTR A L H O L D I N G S PIN: 0652-65-0753 PB 2020 PG 13 N/F BADMITPIN: 0652-55-1324 PB N/A PG N/A N/F MILBAUER PIN: 0652-44-7977 PB N/A PG N/A N/F MILBAUER PIN: 0652-44-4208 PB N/A PG N/A 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WMATCHLINEMATCHLINE 2'' W 2'' W 2'' W2'' W2'' W4'' W4'' W4'' W4'' W4'' W4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPOHPOHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OH P OHP OH P OH P OH P OHPOHPOHPOHPOHPOHPOHPOHPOHPN/F MACKPIN: 0652-52-5409 PB 2005 PG 385 N/FANNUNZIATA PIN: 0652-42-4629 PB 0 PG 0 N/F PYLANT PIN: 0652-62-2184 PB 2016 PG 123 S 86°58'47" E334.59'L1L 2 6 C 2 C3 L27 L109N/FSLIPSTREAM RTP PIN: 0652-52-3650 PB N/A PG N/A N/F HILLPIN: 0652-52-3787 PB 2005 PG 1053 N/F JAMES PIN: 0652-52-4942 PB 2005 PG 385 N/F KOIVOGUI PIN: 0652-53-4069 PB N/A PG N/A N/FANNUNZIATA PIN: 0652-52-0313 PB 3468 PG 0218 N/F GONZALEZ PIN: 0652-53-2243 PB N/A PG N/A N/F CAMPBELL PIN: 0652-53-4290 PB 2000 PG 152 N/F CAMPBELL PIN: 0652-53-5309 PB N/A PG N/A N/FHINKLE/PURVIS PIN: 0652-53-2443 PB N/A PG N/A N/F HARRIS PIN: 0652-53-2599 PB N/A PG N/A N/F DAVIS PIN: 0652-53-5511 PB 2000 PG 152 N/FHARNETT CENTRAL H O L D I N G S PIN: 0652-63-6280 PB 2005 PG 385 N/F MATTHEWS PIN: 0652-53-2854 PB N/A PG N/A N/FHARNETT CENTRAL H O L D I N G S PIN: 0652-54-1299 PB 2018 PG 200 N/FHARNETT CENTRA L H O L D I N G S PIN: 0652-65-0753 PB 2020 PG 13 N/FMILBAUER PIN: 0652-44-4208 PB N/A PG N/A N/F CAMPBELLPIN: 0652-53-5219 PB N/A PG N/A 14 27 11 15 26 12 29 25 13 22 28 24 10 1616 14 27 11 15 26 12 29 25 13 22 28 24 10 23 20 19 18 21 17 40 41 42 43 44 8 7 6 5 4 3 2 9 1 32 39 38 37 36 35 34 338''W8'' W 8' 'W8''W8''W8''W8''W8''W8''W8' 'W 8' 'W 8' 'W8''W8''W8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8'' W 8' 'W8''WSSSSSSSANSANSAN SANSANSANSSSANSSANMATCHLINEMATCHLINEOFFSITE WATER MAIN PLANC3.1 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-1652S:\331\44455-Kipling_Creek\DWG\Sheet\Plat\44455-331-C3.0-UTIL.dwg | Plotted by Dave Ballentine02/23/2021 THE PRESERVE AT KIPLING CREEKHARNETT COUNTY, NORTH CAROLINA44455 PRELIMINARY DO NOT USE FOR CONSTRUCTION 331 M. ZACCARDO 331 AS SHOWN02/23/2021REVISED PER HARNETT COUNTY REVIEW COMMENTSNAD 83 0 SCALE 1"=100' 200'100' ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL HARNETT COUNTY AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS. 8''W UTILITY LEGEND PROPOSED SEWER LINE PROPOSED FORCE MAIN PROPOSED WATER LINE WATER LINE TEE FIRE HYDRANT REDUCER GATE VALVE. BLOWOFF ASSEMBLY FM SAN 8" WATER MAIN BALLARD RO A D NCSR 1437 60' PUBLIC R/ W EXISTING 4" WATER MAIN 8" WATER MAIN EXISTING 2" WATER MAIN 8" WATER MAIN BALLAR D R O A D NCSR 14 3 7 60' PUB L I C R / W EXISTING 4" WATER MAIN CONNECT 8" WATER MAIN TO EXISTING 6" WATER MAIN EXISTING 4" WATER MAIN EXISTING 6" WATER MAIN EXISTING 6" WATER MAIN 8"x8" TEE (3) 8" GV BAGHEERA LANEDA R Z E E R O A D UTILITY NOTES: 1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH HARNETT COUNTY STANDARDS AND SPECIFICATIONS. 2.MINIMUM UTILITY HORIZONTAL SEPARATION DISTANCES: WATER AND SANITARY SEWER MAINS - 10 FT. WATER AND STORM SEWER MAINS - 5 FT. SANITARY SEWER AND STORM SEWER MAINS - 5 FT. GRAVITY SANITARY SEWER AND FORCE MAINS - 5 FT. 3.MINIMUM UTILITY VERTICAL SEPARATION DISTANCES: WATER AND SANITARY SEWER MAINS - 24 IN. WATER AND STORM SEWER MAINS - 24 IN. SANITARY SEWER AND STORM SEWER MAINS - 24 IN. 4.THE DESIGN OF THE WATER AND SEWER MAINS SHALL BE IN ACCORDANCE WITH THE LATEST HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES WATER AND SEWER ORDINANCES AND THE UTILITY MASTER PLAN. WETLANDS SITE BOUNDARY EXISTING PROPERTY LINE EXISTING ROAD CENTER EXISTING CONTOUR STREAM CENTERLINE EXISTING LEGEND FEMA 100 YR FLOODPLAIN 2269 181.83 Estuarine Intertidal CLDOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHP OHP OHP OHP OHP X XXXXX XXN/FMACKPIN: 0652-52-5409PB 2005 PG 385N/FPYLANTPIN: 0652-62-2184PB 2016 PG 123N/FWESTERPIN: 0652-80-8125DB 92E PG 105N/FHOLLANDPIN: 0651-59-0033DB 1338 PG 528SSMH#3SSMH#4SSMH#5SSMH#6SSMH#7S 86°58'47" E334.59'L1 S 42°40'34" E 1978.70'L6L7L8L9 L10 L11L12L13L14 L15 L16L17 L18L19 L20L21L22L23L24S 24°29'30" W232.70'S 20°47'03" W215.69'N 52°14' 0 0 " W 1312.12 'L25C1 N 31°24'40" W 979.79'N 58°34'58" E625.66'L26C2C3L27L103L104 L105 L106L107L108L109L110N/FSLIPSTREAM RTPPIN: 0652-52-3650PB N/A PG N/AN/FANNUNZIATAPIN: 0652-52-0313PB 3468 PG 0218N/FBALLARDPIN: 0652-31-9641PB N/A PG N/AN/FYOUNGPIN: 0652-31-9109PB 2006 PG 730N/FBURRIDGEPIN: 0652-41-4013PB 2008 PG 73914 31 27 11 15 26 12 29 25 13 22 28 24 10 1616 14 31 27 11 15 26 12 29 25 13 22 28 24 10 68 6052 67 5951 66 58 65 57 64 56 71 6355 70 6254 69 6153 73 81 80 7978777675 85 86 84 87 83 82 88 90 91 92 9389 98 99 100 101 94 102 95 103 96 104 97 72 113 112 111 110 117 109 116 115 114 108 107 106 105 23 20 1918 21 17 47 40 48 41 49 42 50 43 44 45 46 8 7 6 5 4 3 2 9 1 32 39 38 37 3635 34 33 30 74 BALLARD ROADNCSR 143760' PUBLIC R/WNORFOLK SOUTHERN RAILROAD 100' R/W ST R A W B E R R Y H I L L L A N E 50' I N G R E S S / E G R E S S & UT I L I T Y E A S E M E N T FLOOD ZONE 'AE' LOWEST BFE: 145.6' RUDYARD DRIVEDARZEE ROADKOTICK LANEBAGHEERA L A N E TOOMAI COURT MOWGLI WAYBALOO C O U R T EXISTING WETLANDS SITE BOUNDARY EXISTING WETLANDS FEMA 100-YEAR FLOODPLAIN FEMA 100-YEAR FLOODPLAIN 20' PUBLIC UTILITY EASEMENT 20' PUBLIC UTILITY EASEMENT MAIL KIOSK 15' TYPE 'A' PERIMETER BUFFER 15' TYPE 'A' PERIMETER BUFFER 75' PRIME VIEW & VISTA 75' PRIME VIEW & VISTA 30' STREETSCAPE BUFFER 30' STREETSCAPE BUFFER 30' STREETSCAPE BUFFER 15' TYPE 'A' PERIMETER BUFFER TEMPORARY TURNAROUND TEMPORARY TURNAROUND 10' R/W DEDICATION STREET TREE (TYP) STREET TREE (TYP) STREET TREE (TYP)LANDSCAPE PLANC4.0 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-1652S:\331\44455-Kipling_Creek\DWG\Sheet\Plat\44455-331-C4.0-PLNT.dwg | Plotted by Dave Ballentine02/23/2021 THE PRESERVE AT KIPLING CREEKHARNETT COUNTY, NORTH CAROLINA44455 PRELIMINARY DO NOT USE FOR CONSTRUCTION 331 M. ZACCARDO 331 AS SHOWN02/23/2021REVISED PER HARNETT COUNTY REVIEW COMMENTSWETLANDS SITE BOUNDARY EXISTING PROPERTY LINE EXISTING ROAD CENTER EXISTING CONTOUR STREAM CENTERLINE EXISTING LEGEND ALLOWABLE STREET TREE PLANT LIST COMMON NAME BOTANICAL NAME SIZE TURKISH FILBERT CORYLUS COLURNA 2" CAL, 6' HT BLACK GUM NYSSA SYLVATICA 2" CAL, 6' HT JAPANESE ZELKOVA ZELKOVA SERRATA 2" CAL, 6' HT OVERCUP OAK QUERCUS LYRATA 2" CAL, 6' HT LACEBARK ELM ULMUS PARVIFOLIA 'LACEBARK'2" CAL, 6' HT EUROPEAN HORNBEAM CARPINUS BETULUS 2" CAL, 6' HT GOLDEN RAINTREE KOELREUTERIA PANICULATA 2" CAL, 6' HT 1.STREET TREES SHALL BE SPACED EVENLY EVERY 50' ALONG RIGHTS-OF-WAY. 2.TREES SHALL NOT BE PLANTED WITHIN THE RIGHTS-OF-WAY. STREET TREES SHALL BE PLANTED BETWEEN 5 AND 10 FEET BEHIND THE RIGHT-OF-WAY. 3.PLACEMENT OF TREES SHALL AVOID DRIVEWAYS, WATER AND SEWER SERVICES, AND OTHER UTILITIES. CHOOSE LOCATION TO MINIMIZE DISTURBANCE TO EXISTING TREE ROOTS. 4.TREES SHALL BE MULCHED WITH 3" CLEAN PINE STRAW. 5.TREES SHALL BE WARRANTED FOR A PERIOD OF ONE YEAR FROM THE TIME OF ACCEPTANCE. 6.HOMEOWNERS ASSOCIATION WILL OWN AND MAINTAIN OPEN SPACE PARCELS. 7.ALL LANDSCAPING RESPONSIBILITY IS LOCATED WITHIN THE HOMEOWNERS ASSOCIATION COVENANTS. 8.EXISTING TREES WILL BE PRESERVED IN BUFFERS WHERE POSSIBLE. PLANTINGS WILL BE ADDED AS NEEDED TO MEET BUFFER REQUIREMENTS. NOTES STREET TREE PLANTING LEGEND 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 Lacebark ElmUlmus parvifoliaUP 6' Ht.224" Ht.InkberryIlex glabra QUAN. 2 1010 SIZE 6' Ht. 24" Ht. KEY PLANT LIST (100' SECTION) JVIB QL BOTANICAL NAME Quercus lyrata Viburnum japonicum COMMON NAME Overcup Oak Japenese Viburnum ContCont ROOT B&B or ContB&B or Cont PROPERTY LINE 2-UP 2-QL 5-IB 5-JV 5-IB 5-JV 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 2Willow OakQuercus phellos 5-AG 5-OL 5-AG 5-OL NAD 830 SCALE 1"=100' 200'100' FEMA 100 YR FLOODPLAIN 2269 181.83 Estuarine Intertidal CLDOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHP OHP OHP OHP OHP X XXXXX XXN/FMACKPIN: 0652-52-5409PB 2005 PG 385N/FPYLANTPIN: 0652-62-2184PB 2016 PG 123N/FWESTERPIN: 0652-80-8125DB 92E PG 105N/FHOLLANDPIN: 0651-59-0033DB 1338 PG 528SSMH#3SSMH#4SSMH#5SSMH#6SSMH#7S 86°58'47" E334.59'L1 S 42°40'34" E 1978.70'L6L7L8L9 L10 L11L12L13L14 L15 L16L17 L18L19 L20L21L22L23L24S 24°29'30" W232.70'S 20°47'03" W215.69'N 52°14' 0 0 " W 1312.12 'L25C1 N 31°24'40" W 979.79'N 58°34'58" E625.66'L26C2C3L27L103L104 L105 L106L107L108L109L110N/FSLIPSTREAM RTPPIN: 0652-52-3650PB N/A PG N/AN/FANNUNZIATAPIN: 0652-52-0313PB 3468 PG 0218N/FBALLARDPIN: 0652-31-9641PB N/A PG N/AN/FYOUNGPIN: 0652-31-9109PB 2006 PG 730N/FBURRIDGEPIN: 0652-41-4013PB 2008 PG 73914 31 27 11 15 26 12 29 25 13 22 28 24 10 1616 14 31 27 11 15 26 12 29 25 13 22 28 24 10 68 6052 67 5951 66 58 65 57 64 56 71 6355 70 6254 69 6153 73 81 80 7978777675 85 86 84 87 83 82 88 90 91 92 9389 98 99 100 101 94 102 95 103 96 104 97 72 113 112 111 110 117 109 116 115 114 108 107 106 105 23 20 1918 21 17 47 40 48 41 49 42 50 43 44 45 46 8 7 6 5 4 3 2 9 1 32 39 38 37 3635 34 33 30 74 FLOOD ZONE 'AE' LOWEST BFE: 145.6' EXISTING WETLANDS SITE BOUNDARY EXISTING WETLANDS FEMA 100-YEAR FLOODPLAIN FEMA 100-YEAR FLOODPLAIN 20' PUBLIC UTILITY EASEMENT 20' PUBLIC UTILITY EASEMENT MAIL KIOSK 15' TYPE 'A' PERIMETER BUFFER 15' TYPE 'A' PERIMETER BUFFER 75' PRIME VIEW & VISTA 75' PRIME VIEW & VISTA 30' STREETSCAPE BUFFER 30' STREETSCAPE BUFFER 30' STREETSCAPE BUFFER 15' TYPE 'A' PERIMETER BUFFER TEMPORARY TURNAROUND TEMPORARY TURNAROUND 10' R/W DEDICATIONBALLARD ROADNCSR 143760' PUBLIC R/WNORFOLK SOUTHERN RAILROAD 100' R/W ST R A W B E R R Y H I L L L A N E 50' I N G R E S S / E G R E S S & UT I L I T Y E A S E M E N T RUDYARD DRIVEDARZEE ROADKOTICK LANEBAGHEERA L A N E TOOMAI COURT MOWGLI WAYBALOO C O U R T STREET LIGHT (TYP) STREET LIGHT (TYP) STREET LIGHT (TYP)LIGHTING PLANC5.0 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-1652S:\331\44455-Kipling_Creek\DWG\Sheet\Plat\44455-331-C5.0-LGHT.dwg | Plotted by Dave Ballentine02/23/2021 THE PRESERVE AT KIPLING CREEKHARNETT COUNTY, NORTH CAROLINA44455 PRELIMINARY DO NOT USE FOR CONSTRUCTION 331 M. ZACCARDO 331 AS SHOWN02/23/2021REVISED PER HARNETT COUNTY REVIEW COMMENTSNAD 830 SCALE 1"=100' 200'100' LED STREET LIGHTS (9,500 LUMENS LED 75 ROADWAY LIGHT) ALUMINUM POLE - HEIGHT 30' LIGHTING LEGEND Outdoor Lighting Roadway LED Light source: LED (white) Wattage: 50 | 70 | 110 | 150 | 220 | 280 Light pattern: IESNA Type III (oval) IESNA cutoff classification: Full cutoff Color temperature: 4,000K Warm-up and restrike time: Instant on (no warm-up or restrike time) light distribution pattern Poles available: Name Aluminum Mounting height Color 15', 20', 25', 30', 35' Wood 25', 30', 35' Bronze Black Gray Green Standard Features Benefits No installation cost Design services by lighting professionals included Maintenance included Electricity included Warranty included One low monthly cost on your electric bill Turnkey operation Backed by over 40 years of experience Frees up capital for other projects Meets industry standards and lighting ordinances Eliminates high and unexpected repair bills Less expensive than metered service Worry-free Convenience and savings for you Provides hassle-free installation and service A name you can trust today … and tomorrow ©2014 Duke Energy Corporation 140042 1/14