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Home My WebLink AboutmapGENERAL NOTES: 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN COMPLIANCE WITH HARNETT COUNTY AND NCDOT STANDARDS. 2. TOPOGRAPHICAL INFORMATION SHOWN IS PER NC LIDAR DATA AVAILABLE ONLINE. 3. NO CONSTRUCTION SHALL BE STARTED UNTIL PROPER APPROVALS HAVE BEEN OBTAINED FROM HARNETT COUNTY, NCDOT, AND NCDENR. 4. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES, ABOVE AND BELOW GRADE, PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO EXISTING UTILITIES RESULTING FROM HIS ACTIVITIES. THE CONTRACTOR SHALL CALL NC ONE CALL AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. SITE DATA AND NOTES: 1. SITE SUMMARY: a. PROJECT NAME: AVERY POND SUBDIVISION b. TOTAL TRACT: 76.24 AC (PER SURVEY) c. PIN #: 0653-36-6553.000 d. DEED: DB3328 PG980 e. TOWNSHIP: HECTORS CREEK f. LAND USE: ALDR & CMU g. DEVELOPER: LITTLE CROSS, LLC 126 BRANDON DRIVE LILLINGTON, NC 27546 919-722-7065 HUGHSURLES@AOL.COM h. ENGINEER: DRAPER ADEN ASSOCIATES 46. WEST WASHINGTON STREET COATS, NC 27521 910-R97-7070 1. ZONING: RA -30 j. MIN LOT SIZE WITH PUBLIC WATER: 20,000 SF k. MAX. # LOTS ALLOWED: 165 I. # LOTS PLANNED: 70 m. AVG LOT SIZE: 1.07 AC n. OPEN SPACE REQUIRED: 10% MIN. (7.15 AC) o. OPEN SPACE PROVIDED: 10.8% MIN. (8.29 AC) p. LOT DIMENSIONS: I. WIDTH @ ROW: 80 FT MINIMUM IL WIDTH @ ROW ON CUL DE SAC: 40 FT MINIMUM III. FRONT SETBACK: 35 FT IV. SIDE SETBACK: 10 FT V. REAR SETBACK: 20 FT VI. CORNER SIDE SETBACK: 20 FT j. PARCEL WILL REQUIRE A PRIME VIEW. TYPE A AND C BUFFERS WILL BE PROVIDED WITHIN THE PRIME VIEW, THUS ALLOWING FOR REDUCTION OF THE 75 FT WIDTH BY 25% MIN. (RESULTING REQUIRED WIDTH IS 56 FT) k. PARCEL IS LOCATED WITHIN FEMA FIRM PANEL 372006 1. 42001. PARCEL IS ZONE X AND NOT WITHIN A FLOODPLAIN. m. PARCEL IS LOCATED IN A WS-IV/HQW WATERSHED. % MIN. IMPERVIOUS WITH 1 ' 1468 1480 •� • 2211 I I � 2212 ✓a�447 2236 '1409 N 1448 mA N -Rawls $ {t a 1446 m 1477 I t2 `I3 c1 223 2228 1415 �' `O 16 I 14152465 14562235 81 1449 1419@ - 2264 1453 , a: 1416 1446 1 1448 / 1 `12 4 4 f , 412 2 62 2263 1 2216 II -717 last s , 1476 Ch pr n9 le t ANGIER t 1443 m POP. 3,652 1 14271it 1442 , 12 2200 1459 .1- 1 1 142 ✓ 1426 �. 1 IT 2 1426 15I 1497 1493 1\1507 ` ,�O ' 1403 1 r a v ro 1508 > I. , 1496 � I \ 1 2220 1403 149 1576 144 , 11509 2203\ ' 1575 22212t Kiplin z A 16l2 1 1542 1412 2�1494 1438 1614 \ T - 2215 ' 22$3 7 t. 1511 1 ,5 2219 `2 70 1437 o rl 1610 1613 1510 .9 1 1430 \ , t 69 g .� 59g �o I 11586 1424 a 1542 1512 - t I - 1513 1412 m 7 � 585 a .5 / 1 2 1541 - 1412 � 0 s 2zi5 • - 1601 L}1 .ea i 85 VICINITY MAP NOT TO SCALE .11 OUT CURB AND GUTTER AND NOT REQUIRING TREATMENT BMPS IS LIMITED TO 12% MIN. I. TOTAL PARCEL ACREAGE 76.24 AC (3,320,985 SF) 11. POND AREA (WATERS OF THE STATE) 267,778 SF 111. PARCEL ACREAGE FOR IMP. CALC. 3,053,207 SF (70.09 AC) IV. MAX IMPERVOIUS ALLOWED: 12% MIN. (366,384 SF) V. PROPOSED IMPERVIOUS: ROADS 93,900 SF LOTS 269,500 SF (3,850 SF AVERAGE PER LOT)* COMMON LOT 2,590 (PARKING AND MAIL BOXES) TOTAL: 365,990 (12.0 % MIN.) `A BREAKDOWN OF ALLOWED % MIN. IMP PER LOT WILL BE INCLUDED IN STATE STORMWATER PERMIT FOR THE PROJECT. FINAL NUMBERS MAY VARYSLIGHTL Y FROM THIS, BUT WILL NOT EXCEED 1296 MIN.. MAXIMUM IMPERVIOUSACRE PER LOT TO BE RECORDED ON FINAL PLAT. M. PARCEL IS LOCATED WITHIN THE HECTORS CREEK TOWNSHIP. N. PARCEL IS CLASSIFIED AS WSIV. O. LAND USE OF PARCEL IS CLASSIFIED AS ALDR & CMU. 2. BOUNDARY SHOWN IS PER DEED BOOK 2109 PAGE 576 AND DEED BOOK 1679 PAGE 210. A BOUNDARY SURVEY HAS NOT BEEN COMPLETED. THE BOUNDARY WILL BE SURVEYED AND RECORDED AS PART OF THE FINAL PLAT. 3. ALL LOTS TO BE SERVED BY HARNETT COUNTY PUBLIC WATER SYSTEM AND BY PRIVATE SEPTIC SYSTEMS. 4. A PRELIMINARY ASSESSMENT OF SEPTIC SOILS INFORMATION WAS CONDUCTED BY ALEX A. ADAMS, LICENSED SOIL SCIENTIST OF ADAMS SOIL CONSULTING IN MARCH 2015. S. NO LOTS SHOWN WILL HAVE DIRECT ACCESS TO CHALYBEATE ROAD (SR 1429). 6. PROPOSED DEVELOPMENT IS ZONED RA -30. 7. ALL DRAINAGE EASEMENTS ARE TO BE PERMANENT AND PUBLIC. MAINTENANCE OF SAID DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNERS THAT BORDER ALL SUCH EASEMENTS. DRAINAGE EASEMENTS ARE SUBJECT TO CHANGE UPON FIELD LOCATION, NATURAL DETERRENTS, APPROVAL OF THE E&S CONTROL PLAN, ISSUANCE OF THE STATE STORMWATER PERMIT, AND PER THE REQUEST OF ANY OTHER APPLICABLE GOVERNING AGENCY. " S. ALL WATER LINES SHALL BE DESIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER DURING THE PERMITTING AND CONSTRUCTION PHASE. WATERLINES SHOWN ON THIS PLAT ARE FOR ILLUSTRATIVE PURPOSES ONLY. 9. MAINTENANCE OF THE PRIME VIEW OPEN SPACE AREA SHALL BE THE RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION FOR THIS DEVELOPMENT AND PLANTINGS SHALL NOT BE REMOVED. 10. WATERLINES, STREETS, FIRE HYDRANTS, AND STREET LIGHTS SHALL BE INSTALLED TO MEET THE REQUIREMENTS OF HARNETT COUNTY, NCDOT, AND NCDENR. 11. WETLANDS ARE KNOWN TO BE PRESENT WITHIN THE PROPOSED DEVELOPMENT. THE WETLANDS HAVE BEEN IDENTIFIED BY PRELIMINARY JURISDICTION. ALL WETLAND DISTURBANCES HAVE BEEN PROPERLY PERMITTED WITH ACOE AND NCDENR. 12. EXISTING STRUCTURES MUST BE REMOVED PRIOR TO FINAL APPROVAL 13. STREET LENGTHS: AVERY POND DRIVE 2,496 LF MINERAL SPRING LANE 787 LF SQUIRE STREET 599 LF ROWLAND DRIVE 338 LF MCRAE KELLY O DEED BOOK 02366, PAGE 0797 ANDREWS DANIEL B & WIFE BOOK 2007, PAGE 0337 \ DEED BOOP( 02785, PAGE 0258 / If /' / i /,N8'43'57"W�/� -�' 1r /''/ - N7 I !r Ir / �) 1, l / 37.75' \ P4 147.W - ioo.cw 99.90• / loom' I 1 ! �: ... 200.27 r / r i- 1 I N7 59'24"E/ ----1-- r -T--7 r I I ' , l I 1 / I r 259.06• - ( 1 00.79''a''�' j I I , lk, . I II \II \ - - - -} 0.691 AC. I 60 I I 61 yy I I 62 I I 63 I 17'.'.':' .�l ...'. r f I ,)\ \ F \\,l \ O.B�I AC. \ \\ 0.$7 AC. I I 0.58 AC. I �\ 0.59 AC. I I 0.60 AC. GRAD A I F &IW1FE 1Z :.'. ),:::' ,::'1: ' I 1 I ( I I \ 1\ f 1 ,� \\ \ \ \ 59 I IDB 029 3.IP �Xmj ( to I 1 ( I I -' II 7.7A AC. \ \ 58 \ Y% w WARREN JAYPA I I a,.r \. ." } ii \ i\ \ / I I , I Im I Imp lin 'v NAYLOR I 1 n:. } '. '� 1 i ` 1 � � 57 'b� \ t I DB 6324, 0007, Imo,'. �. �. { 1 y 1 ` 1 \ i \ \ ` \�.---I �-�--� t_ ---J L ---J L---� ` ``\ \\ \� -I\�� i L72.43• .8 1 14' -TJ2� T \ \ 100.10• y \ i i \ 2.171\AC. \ \\ \ ROT FORL ; aaPDATIO s OR sR o0 _ a w X0.6 QU' WON aON �aaQ ppa °" as �a�x$[ wtn0-1 - omml cy� MCI - t I �mm oo / o \ aoa ( 200 \� \ omm / Jnm \ I 81- M \\ 0'53"E _ _- °'-- N73'4,138" 3�.3'9' 146-04'-33_,^. /// / / %/l �// ✓ /' , v ,. j ..'�. -.--\-N 7'40'1`0 \"E \ - - -186.90' --1155 154,3V -77-' - 312.37'LLJ imln --` WELLS �- 1S-DEED BOOK _01 �rn 5 P"S� LII 0.58 AC. Vt- AC. 1.92 AC. - `.573'43'33'W -` /FIRE HYDRANT --ASE�vIBLY/ MMON. \ _ ------ �' w / a �yg•Ei /' 7` E LOTS25.37'58•W J // 38.74�f80.x i . ,�.. 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J / L 6.59 1\ L.12oo --- _- ...27.62' 'r- � / / \ \ � 1 t / 1 1.36 A0. \ �1 / I / i I 51 \ \ ( � 1 �c " ...ANDREW6� J0,5EpH.�f. JR•:dc��.��.��.�'. '� / �' / .:' ....:'.'....:', •) .. I. \ \\ \ \O \ \ -' \ R35.0 \ I _ .. •45.34' •. AtJDREWS .ANNIE.IANGDQN.'.',',.:QN :. / ' /' / J \ ... I .. f ..' . -'c _ J ...', ;DEED'. BOOK'.02tA9. PAGE.'pg7g..'.;...'.. D�'a::'•:....'...'.' :.'. / , // ). \ - 47 SEE PH�gE 1 FINAL PLA /FOR r• / ✓'.,aS.�. \ \ .r_ /0.47 AC / \ , / / / \ \ I :' v _� r \ } / TAIL \ --- \ x \ ! / - � I / N I I r \ � 0' POWi BIGGS KEITH S>'AU S & MAFE .. 'Tr�`N� .y ' ' %�........ : \ 50 \ \ \. \ 1e =1 �_ -� � � \ \ •\ \ \ 1 )=ASEMEN:T: ; : :'::'' :::' ' :•'::.: I ! ( / I / / I \i DB 02279, PG 0329 )y /. , \ \ \ 2= BLOY+K)FF- I.:''../ .. _� (, ASSEMBLY /.. r .....'.....'- 2.81 ..'.'.1 .'.'.'. '.:::'. '.: •.'.:'::.:.:'..''..':':.:'.'.'. . \..'.'. \ ' j- � _ - 4 _ `� \ \ \ � .'. 8:..44', A.C:.' �'.'..' ' - .:' ..'..'..'...', ..:'.' ' ' ...' ' :'.'.. ' ' :' ..' 1 \ \� \ . / / �, � „ W�-�� ` .::'- ..'.:' 1 2 -I \ i \ 1 5 � 49 3.15 AC.\ \ \ \ \ I ,. -- STREE ... O � i S R ._ -- UBLIC L 1 C 1 / .'.ti . ..'.:'...:'.... ;'....'..'.'.' .. . h ( � 47 / / e / s 1 1 / 1 N 1 I \ \ 2 ) / - 9 f. l L R / k 1 a I o ` / I is A. i I ` / / , i , / /' / • _1 1634.9 _-_ --(0. 300 oa, S84252 - 31o, Wr re kA I / I \ HALL R ALDL ___ \ DEED K 02714, AGE 0811 - S OOK 2008, PAGE 0136 1234.7 /! // / // `\- - -_ �' I `\✓'� �`` r'- J� �567'24'56"-------------------------- W/✓ 041695 4.25.16 W NGINE�P.Go`' REVISIONS DESIGNED BY: APM DRAWN BY: RTS CHECKED BY: CTC JR. SCALE: 1"=100' DATE: APRIL 25, 2016 PROJECT NUMBER: R15243N-01 G Z O U) �® W N W'^ vJ Z a- ® CL ^J 0- W z > LL REVISIONS DESIGNED BY: APM DRAWN BY: RTS CHECKED BY: CTC JR. SCALE: 1"=100' DATE: APRIL 25, 2016 PROJECT NUMBER: R15243N-01 G