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Home My WebLink About20120074 Ver 1_More Info Received_20120405CREDLE ENGINEERING COMPANY, INC E N C I N E E R I N C \ P L A N N I N C \ L A N D S U R V E Y I N C S E R V I N G T H E C O M M U N I T Y S I N C E 1 9 2 0 204 E MARKHAM AVENUE DURHAM NORTH CAROLINA 27701 TELEPHONE (919) 682 2006 FAX (919) 682 2006 APRIL 5 2012 To Danny Smith Raleigh Regional Office Supervisor Surface Water Protection Section Re Midas Lane Subdivision DWQ #12 0074 l� APR 5 2012 Dear Mr Smith pENR q►ATEIi QUALI k The following are the review comments and corrections for the above referenced plan 1 Please shift Midas Lame further west to mznzmiZe buffer impacts If this cannot be accomplished please explain Midas lane cannot be shifted west due to connectivity with the existing NCDOT Roadway Z Along Midas Lane on 1-ot 16 it appears that a large amount of fill will be placed in the buffer Please explain the purpose of this fill and avoid fill impacts in Zone I The grading on lot 16 has been revised to a 31 slope to stay out of the buffer 3 Basin # 1 is proposed on Lot 16 at the edge of the buffer Please explain howyou will maintain diffuse flow at the outlet of the basin The outlet of the basin will require a level spreader This will be shown on the constructions plans at a future date 4 Will the sites be City water and sewer or septic andl or well water? If so this may limit the number of usable lots eipectaly Lot 16 The site will be served by on -site well and septic 5 Please explain why the road crossing to the north is necessary Can the road to the north be placed on the west side of Midas Lane crossing to avoid two road impacts? The roadway to the north is a requirement placed on this project by the City of Durham Umfied Development Ordinance, per the Planning Directors determination. Any connection to the west side of the road would be through an existing residential home 6 Please eliminate the driveway crossing on Lot 5 by moving it north of the crossing on the northern stub road or combine the driveways on I.ot 4 and 5 by placing it on the proper y line and as a result mznzmztiing the buffer impacts of two driveway crossings The driveway on lot 5 has been revised to the sub road to decrease the umpact to the buffers 7 Buffer mitigation is only required forparallel road impacts and forperpendicular impactgreater than 150 linear feet or 113 acre of buffer Please include an approval letter from a mitigation bank or EEP stating that credits are available and are being reserved for this project When the determination of the total mitigation has been determined, EBX LLC has available credits in the Neuse for tins project 4/5/2012 8 Are you requesting a conditional buffer authon .Zation based upon the submittal of diuse flow plan to be remewedl approved by DWQ at a later date? We are requested a No Practical Alternative for this buffer to satisfy the Durham Unified Development Ordinance We will be submitting a fiill PCN at a later date Page 2 of 2 I L 0 e$ N ! a Mqw oa C $2�2mgs 2 �� 41, c k i �Q�Q / N4_ / as 8 a P 8 88 U tag goal 88 8 885 c 88 VN m 8 9 as .i D m U Safi m nil Ha I 882 L 9 31 9 Y 2 I 2 ffi9 999 s as / N % pT r fC Z� AJA *3 �s W 4 a A'* �O ♦ h W4 ! � I I 1 r PB 12 P 143 (DURHAM CO 1 7 uacsarrC 4� $# � I I 99 G 2 2 � ~ $ I a !3USSR Cave t� 929 2222222 322tl =3ttl "J9 U xa " < O 4 S .� 1 Nx � ! I m 1 1! D m D I L S 3 6 C3SLy 8 9y v g ez 8 CY3 3928 S 9 819831 r PB 12 P 143 (DURHAM CO 1 7 uacsarrC 4� I 12 I 2 3 � S3Saaa as 3affia � m a� a7a��997a9� e h5 N s � : m 2 1s�zK c4�� mnnmm, i $# � ♦ I � ' � I ~ $ 9 5 I I o $ mm N otO I ! f I 1 1 Nx � ! I m u 1 1! D D 1 ! 1 I II I if Yo oil, S g n M M MRI RR €� iii N 91 1 a 13 1 i I 12 I 2 3 � S3Saaa as 3affia � m a� a7a��997a9� e h5 N s � : m 2 1s�zK c4�� mnnmm, i � $# � ♦ I � ' � I ~ $ 9 5 � I al 004 b m3 O$ o � 0 P T1 � $# � ~ $ 9 5 ma 004 b m3 y D D S g n M M IMP a all 1 44 all guy ph 1 11 PH gE I I ion B z 12 "We 01 Pa ism III n � r so `mod N r C_ N C N--i1 1- 10 -( z m L D10 .C) C) kOo Al c n Z� H C N> g Mr U Z Awl mrn-v cnDz M1 -4 C X!�rD �vm cZiozM> C7rr- WXZMK 0 r, ;0 M 0 D M I a N O Z (n PTI a.c -, mT N z D Z' o ro0z,A fri 0D0 14 -4 MIDAS LANE S BDIVISION MARIA CARREIRO 33 EOXTAIL LANE, BROOKEILED, CT. 06804 GENERAL CONDITIONS OF APPROVAL PROTECTION OF EXISTING VEGETATION: At the start of grading involving the lowering of existing grade around a tree or stripping of topsoil, a clean, sharp, vertical cut shall be made at the edge of the tree save area at the some time as other erosion control measures are installed. The tree protection fencing shall be installed on the side of the cut farthest away from the tree trunk and shall remain in place until all construction in the vicinity of the trees is complete. No storage of materials, fill, or equipment and no trespassing shall be allowed within the 5oundary of the protected area. DRIOR TO GRADING Tree Protection Fencing to be installed prior to any land disturbance, demolition or ssuonce of grading permits. .STREAM BUFFERS 50 foot wide undisturbed stream buffer, measured from top of bank, each side of stream No clearing or grading other than selective thinning and ordinary maintenance of existing .iegetation permitted, except in accordance with 15A NCAC 02B.233 (6) Vegetation Management. No structures or features requiring grading or construction may be built ,within the 10 foot stream buffer setback. Any use allowed by Section 8.5.5 of the UDO shall be designed and constructed to minimize the amount of intrusion into the stream :Mfer and to minimize clearing, grading, erosion and water quality degradation. UDO Sec .5.5B, C and E :�9BKINQ each lot is required to have two (2) parking spaces and each driveway shall be at least 8 foot measured from right —of —way or street easement line as applicable. iifyETLANDS A is the responsibility of the landowner to determine whether or not wetlands are located on the property, and to ensure that no illegal activities occur in the wetlands. it is illegal =:a fill in wetlands or to use heavy mechanical equipment to clear wetlands. All plans and plats submitted to the Planning Department for approval should show all wetlands defined ,by the Corps of Engineers. For more information contact Eric Alsmeyer with the Army Corps of Engineers at 919 -554 -4884 (ext 23). -- `ROSION CONTROL - A land— disturbing permit will be required prior to the commencement of any land— disturbing activities. r 2. A sedimentation and erosion control plan must be submitted and approved prior to the issuance of a land— disturbance permit. 3. If an offsite soil spoil or borrow site is utilized, then the disturbed area for the spoil /borrow site must be included in the land— disturbance plan and permit unless the spoil /borrow site already has a land — disturbance permit. -4. Show and verbalize the limits of disturbance. SPECIAL CONDITIONS OF APPROVAL 1. Recorded right —of —way dedication plat required prior to issuance of 1st building permit 2. Site will be graded on a lot— by—lot basis 3. Payment —in —Lieu of open dedication is to be made prior to the approval of any final plats per UDO Sec 7.2.2A or 12.5.2. 4. Approval does not guarantee approval of either on site water supply or waste water disposal systems or that permits will be issued for construction of such systems 5. All new utilities shall be installed underground. 6. Lot 15 driveway will not encroach into stream and stream buffer area. 7. Streets outside the corporate limits must request NCDOT maintenance as soon as the NCDOT occupancy requirement is met, and not more than twice the minimum number of units required for maintenance by NCDOT may be occupied prior to acceptance for maintenance by NCDOT. 8. Prior to the issuance of a certificate of occu ancv: Construct Midas Lane (from the eastern property line of the site to Halcyon Place) to minimum NCDOT public street standards C0001 C0100 CO200 C0300 COVER EXISTING CONDITIONS SITE PLAN DRAINAGE PLAN JOBSITE COPY copy • the approved site plan must be on site • • construction to evaluate compliance available the approved site plan. Requested inspections will not take place if the jobsite copy is not and re-inspection fe- be charged. FOR APPROVAL STAMPING ONLY APR 5 20012- 11 _iRELIMINAR"T' PLAT CASE #D1 00ui 24 � - , . , , I. I.. REF. NORTH I PB. 180, P. 59 �4 I , , Ikeffimm "Jual 11 I " I I � ''I I I "I I 11111 I I I I 11 11 -11 11 I I PARCEL DATIL I I i I I I I N 89'55'28" E RM6TION . ,o .,x i / " / ", / I I I _. __ - - - __... - - - -, \ '. \ � � � I'll / 11 I j " � 11 I i 11i1jW-111111)'', � ,,,,,,-' 3 /. 180.78' -1 � � � , � f " , � i I / I-, " I � , I I I I I I ,I/ Site is not located in a SFHA I / ? � _$ �, , ,/11 I __ � % i I I � / I / I 11 , ,; I __" � , / , I - __ k \ ,,, , a ol . // / / , �, I -� - �, 'I,- i 'I , ii / Ill f MI I I . �4 'ormation taken from FEMA Map #3720093000K, , � � -,-- - - -- - -,-- I , \ " � I I I , I � 's I , , Flood plain inf I ", "I �,, ,� - - __ --, �, \ �_, , 11 / , � ,I � , � 1 1 I/ I I � " , , I I ; "I I ill l"I'l �� i I I 1-1 - - 'N' \ , ,' z ,I , � / -1 , - \� TOP OF BANK / I __ __ " \ I \ I" �', ;, � / / ", , ljjffg,� � , � "; 11 1�, � I I I I ,� , � -,, V , 1, 7� Effective date 0 " , - -_ -_ -_ - , \ -�_ �, I ,., / �� / , �� / � I , /1 50*\- 6/04/07. 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I � " /� I ,� \ "k I / , ; - ,, j t ,j;1I -13 F ER � ; / / I -, ., RARtAN I , I / // ,,,�, - --\'--'-" '11� �\ k ,� I % % " , �,/� � X 11 / y , - / I / JR � I / I PROPERTY LINE IS (LOF STREAM / / , / -_ - - -_ - - I / - ��", ", �� ." / j I I � , I I I -1 \ '� \ \ I / , I / / � / I 1 23� / / J, - _,�Nl I I I 'I/ � I 11 Z � , � ,/ 1� / �, / / / , 0 3 I " 11 I " I � " I IMPERVIOUS SURFACE LIMITATIONS V " / I / 11 I I -, / 11 I ,/1 I , ,,- - -_ ��- , � I . - _', \ \ \1 \ 1 / j ,,, 11�1 , I I 11 I I", I 1� ,��' , /,/ _� I I �' I I " / /, / " ,,- -- - -- - --- - � I � /I , - � - -1 - % I , ,,- , - -- " --� --^-,.,- " e'7 , � l ,� ; ; , ,$ 1 - / i 1�1\ N\ � \ "I " /, �. _�/ � , 1-1 /! 11 N/F WESTSOOD HOLDINGS, LL Area (Durham): 1,371,329 S.F. �/ � I 11 N, � � \ 11 _/ / / -, -, - -- , --- -�,-_ -_� -, , I "", " ,, , I �� \ / � / / / / !iii 11 / I - _.�., I �/ If , �, , �, �'il� i -00-75-7947 / , / , I I I � I -_ - -_ _- __ -, .... .. - __ "I , ,0 , _' t9 �, � I " I ,,, I I I " 117-1 �1 / I I PIN: 0930 Impervious Restriction: 82,280 s.f. (6.00%) / I � I - - , � , --- -) , / / �/ i ";) '/ -, �- , �,-t: - 7 1\ �, � I " ", / N, � , , 71 , ) q - - � I � \1 I --�- Z //t9 - I I ,r"t,_� TAX MAP: A88-9A Ex. Impervious: 0 s.f. � __.a 1 , � � / --, -�� - "I * , / / , / / / / , -, , , �.� , I / � 1, / / � , , . 1.o� 1, , - � I I 1�1 � , I / I � ? -1 ! I � ,� i 1\1 - � / / / " I � � � ,-, i 11 ,i � : /I 11 / ", 'O � - �:: I - I \ I � , I � / 1144 --- - \,\\ / ,--' ,� Z / / / if � � , (�, "I ;�t3 I - _- \ M � -�, D.B. 641, P. 631 (PERSON) � / / 'I, 1-1-1 - k _�, , " I/ "I I _� �-_ / I - 'I-, , / -- -, , k " I � ,,,, I / I 'A , , , IVIO I-A � - � ,, " ,� I M I -- - , I - " � I I ? I �, " 1-1 \ \1 , / / - � /�� - , i��' - I - " _, \ , /\ / / - '� � , , f ,,- ,,/ ,/ / " , 1 :��%7 , TREE SURVEY .� I / "", Z I / �, I , � I �,, ,\' 11 , � ,X . I ,�' , I "I , I _, - 11 -_ __ I � 11111,�, '\ \ 11 I / ", " �/- �-' '-� Z '-;,/ , / , ,-- 71 ,,_�� -_ , , " - __ k I " I 4" " �, .> I\ � USE: VAC , T � I ,,� , / -, ,- I I I i i I / k - I � I e . � - e , /" �' �1' , , /,.,.,�, -11 ", . /, - 0. �� . , - , � I - - -1 , I \ " / " /, ,,� , 11 , - - - ) \ "', � � i \ . I I - "', 'k , I 1, \, �, / .- I 11? _-, ,_ - , , - - __ s � " , � , ,e 12'�,,�, ' I--.,-- � __ __ - ON V, � I 11 I , � / � " - �11,_, ,\ I � , , � , 1, / �� , - ; /�, " I , a� , � "_ - \1 - �\ �, � ? I ! � 1� � \ \ , 1, / ", " , - - I I 0") ZONING: RR Specimen trees as shown on plans � � " I I I / I / 11 . - , I � I \ I I I z � , - �, - , , , ��, I A , � � , ,, " " I? / / / /I I I /I �,� ,,, , .� , '/ ,/ 0y, , ' I .\ I I I - - � / � k A 11 , I I / 1, , �, , " , I I" I I I 11 � r ; I � , ,� , -11 ",1 -5-- , I " "Ill - I I � k� 1. � / � ,." - 5 � 1 7-:_ _�_ __7 -� , I " 0 /I �, 0 1\ , I I � 1, I ", '4 1 / . 11 /, \ , I ; I / ,,��, I -111, , I'll 11 I I f ��, \ _ �'� z 1 , ,I � SETBACKS I , "I e -,, � 1� � , " , / I I �, - -7 � " I �� "I � � , N 55054'43" E " I I " �" 11 � ""I -�, � X - - --- __ ! Z I i I", I 1, I I , " I �, � � , , _;-� r_z_�� 1/�_ _� 11 I _,", - ,-- " �: 64.37' , __ - I I . i - \11 I I I � �, " , �, '. --- - - ,-- -��',� @ -L I � _ �� " �, �k\, - -- ' I 11 I \ I i I I I , , " -_ '' , � - I— - _ 1'� � &O � � � - , � , " � I '? f �; /,;, , 1, "I // I I �_ , �_ � I I .1111, I , __ , 11 I � : I , , 1� " � ,� I I I , 1, I I � I " � I � / 11 " " /, \,�� " , , _' -- 14 , - ,\1 'C ,'-,'--, �> I / !, " , 1� � , , , ? I , , �, I I I I , 1- _ ..",- , I � ., , \, I " , �, , - � , I � 11, 1\ � ,,; "', , / / / "e �, , I "I � � � 1 , , , -, ., �, � 1, I \ 1, I / . I , , � � " , , - , I I ,,,, 11" "I I ,1 , ,- " ___ - I—- - -1 - % \\ k �, , 1, % P % 111. I 11 I - � � I I , . zl � � I 1� � 11 , I , , � " - . C , I � " -, - ,,- ,,, � - f=� I -1 ... / , � I , I , -, ,I �, / , - I ,11 - ---,�_ ,/e / - , __ 1, - - o � y .1, 1, '� , � � / , - , , � / I � I ,,, ,01 ,- , , ��_'_�;___ , i ,_ - 11__� - �-, - ,-- _ - ,,, \ \1 I %, \1 I - " I", RR Zoning I I ,,,, � � � � 1� I 1, I , " �0_ I' -1 _. " 1: I N 1\ 1\ 1 'i �11 � , " - - / ,,, --,,,- -, ., ,� - , \ � _!3 ' ' ' I � I � I " � I , , - " � / / - - , I ", , _" \ I \ ,bg �,�,� -- � N 0503041 " E / " ) -11 -,/ _'� I I I I " � , , ,' ,� " , ,_ ,��, -�','�',� -��' -, ,,�� , � - _ "I �__ I __ __ �� - - -.-- % \� %, �, , \ " �, , ,, \ �� Front yard: 50' -,'- / " - : - ,� , � i �, , I I , I � , " " ,,, � , , - , , �-' �, , ,-, ,,, �; � :,,��/'� I - 11 _ � - � , 11 - - , � , , /, 11 ,,��, - ", k , , ',,\ "\ I � / I � 1'� �,. I _ - �11 , - , , , , , , N/F MARY GLENN HEIRS 1, �e , '. � I I 1_1� 1, , , , , ,� -�-, / / ,-' ,/ ---" _'�, - / 1'\ - , - ,_1 ,_ � 11 . , \'- __ 69.45' N 21022'49" W Side yards: 25' _1\ I - , , , , I "I -1- - __ � �,�. __ I I �? �e I -�, , -, 1 , ,"", "�e '\\1 , I— '1� , - � , � -_ I -,-- I I \, " \� " �, -, \ `� ,. ,?,\ 0-e,, � � PIN: 0930-04-73- 1 'I- I , ", _ I I � ; I" 1\ , - , " � - - ,�,/ _ ,-, - \ __ -, f 7450 /'/� /,T " � - 1. , 1! ? I " , , �, I , � � � , i / ; ;," ;,/ / I ", ,, / " " , , �1 1� , -, - ., " --.I-' I -1. 11 , , I - - / 1, I I � �, , � , " , �_,� ,- I / - �, 11, I - - �, , �,, , 4��, I- I - ,, - -1 " I I 11 , , � , - , , f-I - -_ -_ - --- - -, \ " �, , \ Total Side: 50' -, , �, _", - , _ / i \ � ,,, 1 4, I I I , �, � , I , ��_ - -.1 , 1� \ " . � / I I " , �,// /' ,,, ".", I , " � " I � " " , � % \'�� I N � V- _ I- 11 : I I - , 1, 1, S\ - - 11 �, � I , " , � i ,, / ,�, ,/ , __ " "' " 8 \ I\" ' , ; " - "I � I I , . - I ? , I �, - .I..- ___ � �, , 11 1, / ,� , "" � ,\ � , ", � 1, , , , ,�; - _ - , ,� ,'�, �, I - , 11 , '43-1 ' -- PID: 190874 ."_�,�, I I . .1 __ I-_ -11, 1, 1, I I �, Z, I � 3 ; " � i, ; 1 � i , , , " ", / -, , , _� � , � / / , ___ __ _ , """ _ P, � ,-- - ", , 'TI, , � N 15'26 N 38003'59" E Rear yard: 50' - - ' ' ' , , I I I I I I I � , �, , �, � ,� " , , " 1, � , 1_ ,'�_, - -, .,� , v , �, \�',,,,,, \ -1 I 11, 11, -, 1 __ � 1, I I � > . 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I Z , � , " � " - ,� ( I , 1, , I � " , I " I I.- , 11 I I I I " , , ': , I � " �/ " - I __ I � - "' " I , , "I � � ; I I , � I 11 � , / I " I " , , _� ", ,,/ / I �' 'I'll I— ,, ---- - --- --- __ \\,\ , � � , � �\ , , \, -,-- 77 06' X N 01041'23" W 57.35' ' � � � 111-1-1 11 ,,, -, / � \ � � I , ; i, " 1, " " , I I " " _177'_ _ __'__ %,,4� I � Z _ I_ , _ " , , - I SURff.Y INF0RMATIQN - -1, , 'I- �111 _", ./ I � I , ,� � 1i , I I I � � , ,,, , ,,, " ; /�-*" ,_ I - ,� - I " - 1 -_4 !!!��--�, I D: ", " I �, \ 1, " " " , ," I %, "' 11 �", _ I 11 i �, 1� - 11 , '--- r _'. - 40.02' -, I " � I I I � - e & - USE: VACANT AG - , 11 , � I � I I , , , ,_ I I 11 I I I , I , , ,� , , , -� - " , _ 11 I I I I I � I , , � �, � �- - , 1, , � I , , I I I .I- Z , , , \ . 1, I I—, __ , , -,- - ... 1- 11 I ,,, I I 11 � � � � , " I , �� " , / I ", ,_ ,,,.,"- ,;;, , � -1 ,., 11- - /11" I 1,�, "", 11'_ / , � I I � . , / , ,�,� , I -1 __ - ', _. - _ I" ,: , �� " " ,, -11 - - - �,` , � - I - " - I 11 ., , 1- ,�, I � � ' � � , ' _ _.- � I - I 'I'll . 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L1_ a- ,--, PID: 190882 11, I I I D.B. 2419, P. 811 I I 0 0 (J 31.48 ac in Durham County \ \ D.B. 988, P. 539 I 11, I I 11 . � I I � i % , �11 1, USE: RES * 15.73 oc in Person County \ USE: RES _-, I 11 �� " 11 ", ", "" ", I ZONING: RR '-��,,,��, %, ,�, '�� Z cluster of oaks . \ \ N/F LAWRENCE BASS JR. & OTHERS \ ZONING: RR ' ' t j ,�, I I -, ,\ I ` I I n I ,� ..... .. _ 1, I I I I I I I - 11 I I , I I e �� ,,,,,, I\' \, I I � I , I � I I � I ", � � <0 - I ZQNING PIN: \ \ I 0930-04-73-3794 . - -1 � � � I � 11 I I 11 I I � I I I ' I I I 1, ' ' 1� ;� %, -�, _', '' , - ,� ,� I ��' k I , �, , , I 11 ' cl_� cj= I lt� Site zoned R.R PID: 190892 \ \ 111 __ 01 0S I , , I , I � � I , I I I , , - JV �2�1;� I I I I \ ' At ' � �, � I � � : , . I � � 11 i � I __ ��?- 11 , ," , -, , " �' I-, � i� '��,� , ',',� __D Li - I Q Q Minimum Lot Size: 3 Acres n R 941Q P 811 \ I 1 607-, I , I I 11 I 11 11 1. I "I I � I 11 _-�� - � I I \ - � , I— � I , I 11", �, I I I \1 11 I I - I " , �- I e Minimum Lot Frontage: 200' I I i I I I I N 89'55'28" E RM6TION . ,o .,x i / " / ", / I I I _. __ - - - __... - - - -, \ '. \ � � � I'll / 11 I j " � 11 I i 11i1jW-111111)'', � ,,,,,,-' 3 /. 180.78' -1 � � � , � f " , � i I / I-, " I � , I I I I I I ,I/ Site is not located in a SFHA I / ? � _$ �, , ,/11 I __ � % i I I � / I / I 11 , ,; I __" � , / , I - __ k \ ,,, , a ol . // / / , �, I -� - �, 'I,- i 'I , ii / Ill f MI I I . �4 'ormation taken from FEMA Map #3720093000K, , � � -,-- - - -- - -,-- I , \ " � I I I , I � 's I , , Flood plain inf I ", "I �,, ,� - - __ --, �, \ �_, , 11 / , � ,I � , � 1 1 I/ I I � " , , I I ; "I I ill l"I'l �� i I I 1-1 - - 'N' \ , ,' z ,I , � / -1 , - \� TOP OF BANK / I __ __ " \ I \ I" �', ;, � / / ", , ljjffg,� � , � "; 11 1�, � I I I I ,� , � -,, V , 1, 7� Effective date 0 " , - -_ -_ -_ - , \ -�_ �, I ,., / �� / , �� / � I , /1 50*\- 6/04/07. 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I � " /� I ,� \ "k I / , ; - ,, j t ,j;1I -13 F ER � ; / / I -, ., RARtAN I , I / // ,,,�, - --\'--'-" '11� �\ k ,� I % % " , �,/� � X 11 / y , - / I / JR � I / I PROPERTY LINE IS (LOF STREAM / / , / -_ - - -_ - - I / - ��", ", �� ." / j I I � , I I I -1 \ '� \ \ I / , I / / � / I 1 23� / / J, - _,�Nl I I I 'I/ � I 11 Z � , � ,/ 1� / �, / / / , 0 3 I " 11 I " I � " I IMPERVIOUS SURFACE LIMITATIONS V " / I / 11 I I -, / 11 I ,/1 I , ,,- - -_ ��- , � I . - _', \ \ \1 \ 1 / j ,,, 11�1 , I I 11 I I", I 1� ,��' , /,/ _� I I �' I I " / /, / " ,,- -- - -- - --- - � I � /I , - � - -1 - % I , ,,- , - -- " --� --^-,.,- " e'7 , � l ,� ; ; , ,$ 1 - / i 1�1\ N\ � \ "I " /, �. _�/ � , 1-1 /! 11 N/F WESTSOOD HOLDINGS, LL Area (Durham): 1,371,329 S.F. �/ � I 11 N, � � \ 11 _/ / / -, -, - -- , --- -�,-_ -_� -, , I "", " ,, , I �� \ / � / / / / !iii 11 / I - _.�., I �/ If , �, , �, �'il� i -00-75-7947 / , / , I I I � I -_ - -_ _- __ -, .... .. - __ "I , ,0 , _' t9 �, � I " I ,,, I I I " 117-1 �1 / I I PIN: 0930 Impervious Restriction: 82,280 s.f. (6.00%) / I � I - - , � , --- -) , / / �/ i ";) '/ -, �- , �,-t: - 7 1\ �, � I " ", / N, � , , 71 , ) q - - � I � \1 I --�- Z //t9 - I I ,r"t,_� TAX MAP: A88-9A Ex. Impervious: 0 s.f. � __.a 1 , � � / --, -�� - "I * , / / , / / / / , -, , , �.� , I / � 1, / / � , , . 1.o� 1, , - � I I 1�1 � , I / I � ? -1 ! I � ,� i 1\1 - � / / / " I � � � ,-, i 11 ,i � : /I 11 / ", 'O � - �:: I - I \ I � , I � / 1144 --- - \,\\ / ,--' ,� Z / / / if � � , (�, "I ;�t3 I - _- \ M � -�, D.B. 641, P. 631 (PERSON) � / / 'I, 1-1-1 - k _�, , " I/ "I I _� �-_ / I - 'I-, , / -- -, , k " I � ,,,, I / I 'A , , , IVIO I-A � - � ,, " ,� I M I -- - , I - " � I I ? I �, " 1-1 \ \1 , / / - � /�� - , i��' - I - " _, \ , /\ / / - '� � , , f ,,- ,,/ ,/ / " , 1 :��%7 , TREE SURVEY .� I / "", Z I / �, I , � I �,, ,\' 11 , � ,X . 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I 1� - : � , I I ,; I 1 � :. , �,,�K � � I - - - 11 11 � /77- __ '_ _ _ "I - __ . " , ,� , , , ,\ ,,� ,,� " 11 - � ,� , ,3,,, 1 � .1 ,� I � I I i , , / , ��_ __ � I " 1'11��\ , _,� 1, I � ZONING: RR ,." Z",\ -, , 1-111- ._ " , I 1, N 02015'01" E 1- � I - Z i , Z I ," - 11- ___ I—_ I , , " , 11 " ,,, , f - I 1\ __ ), , - " , % � , , � , , �, \ " ,-- \ 11 ___ -, �, "� z. , I �, ' " Boundary survey information taken from Rudy L. Griffin. -, _ I., -1 " � ? I 11� I " � '! f � , " 11 1 ", "', z` i ,f , , �, / " -, I - _ _ __ - I � , \ "',-l" '-^ � -- ? - , " I ff ," ,�, j, - � - _,� , 1,01�,,,,, " ,,, " ,,,,,,, , --- --- - , " - , \ _1. � I I , , I , �' � ? I 0,/ / 11" ""' 11-1- " I - �, - � - , 62.18' � /� , � , - _,__ _ \ " � , , �/, I " I_, - I i / / - ___ __ _ -, , -, I , � ""', �, , , , III, . , I - " / � ? 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I I I , � I—- , � � I � , 11 , 11 \ , , " \ , I., I., " ", , I I � " 1," "', '. , � � ,� i � � � " , , I I I -,, , �� - " % ; I � v �, 11 -1 �� ,�"_ � ,_1 __ -, " � �. I I � ,� __ -1-1.1.1 - , 11 , � 1, 1�. I 11 , � I I I � I � I ; , _. 11.1_.- _ 1� I 1, , �, , , , � \ -�� - I '' \ i I`- � - � _ �, � I ; I I I , � , , , , , - ,� I \ . , X N 55*23'43" E , I ; � � , � �' 4 " ;, I - -1-1-r",", , ,_ 11111_ 1 - I�IXY ' , 1� , � �.� , I ,� , � , �� ,� - , , \ " , \ . ; , -11 I'll: ... . ... . 'i I , , , �z / _7 � ''I - I 11 � \, \ �, , , � � , I ,,_ I , " __-�� '� I 11 ,�, 11 I I I I I . i � , , � � " � " � I ., ' , � \ " \� � , � " ". " , ,\ Il, I, � , \1 , � � , , � All constructlon shall be In accordance with latest DURHAM I V , � , , � � J " , � I � I � �, � Q ;` . " - 11� I 1� � , I , , , ,� , , , I im I- '1 11 ____ -,.- - , "I , -- "I'll" _1 _ __ __ - 11� 11 I \ , N � � 3 1�\!s' - _,, � 11 1� I 1, 11. I f � � I/ � - , � " 1, 6-- e __ , "" , ", � , __ I � / � I I , " I , � ,,, " I , I , - � , ." - � __ _ - "I ,7 , , _ � � � , , , , _ -11 I � � " ,,, � , � � , �, �- __ \ " " , ____ �� N - . � I I � I � 11 � _ - " ,\ , � I " � � -, - I � � , , � I � I � 1, , , \ I I I " ,� " I I I I � , -,, I � I i " " 3 , �, � � " _ __ __ __ __ - � - " INI\ " "I I __-.1 , , 11 , , / � I I � . I I � � Z � , � I I j .,� , , ", i , , , " __ .1, a , " '/ I ',, ----;;;, 2 - � � 11 101.91') \ �, - k�' 1, �' �, 7 , �,,,, \/ I � I / , _ _ 11 __ - " i "', ", 4 k 1_ - \ � , \ ECIFICATIONS. I I � I I I W � �,� , � " Z 1 V. " -,-,-- _ ___ I I—- -1 _ - 11,�, I", "I I ,,, . � � � i "I - I ; 11, � ? , � I � ! r I -11 _ 11� 1 " � / ? , - -, - - , I . " - , - 11 � � " I", _ _ - _., , 11 I � . � I - - ,11 I I , -, - �, \ �. I I , ,,,,�, \ 1%, � ' ,- - � , __ " , , "' � �\ 1, � _�, , � -, ; """ , i � , , ,,, , �� N 13019154", E � . I � , 36 , __ - ,- , - ,,, � I I I � � � " ,,,-- I 11 f I I , - , � " � " - i � - � f � � "? / �* / �` " " _ ... f 1 ; " - ,,,, , � ,� , " " - , , � , , J , , , '. � , ,,, � ! , , � I - _ - , , - � , , , I , � " I "I � I � . . I j � � , " "I "" - _1 - � � � , ,'�,,:, " , " � ,, I I any construction activities. � , � , , I I \ , ! i ; - �4f ,; I I 11 " ,� ,/�28 ' 111111- 1__1111 I -1-1 1�1 , , � , , The Contractor shall locate all existing utilities to verify locations, � I ; I 11 I , � -, , " 1 _ ,-- --- \ I , � , � '? � ,- ,--- - , �,,, % , , ", '. - __ , \ \ I � I � I ; : f I j I ,�' / �� '� /' -f , ," I � f -I' ... - , � 11 I _� - -_ 11 I I I � I I ", , " � , 11 I ., � , I I � , - -"- - I I I � , � � - � , , , 'N \ " I , \ � Is' i I I , I , / / " I i " -, ",�, , , , ,_ _ - I_— __ 111," , � , I - - I , ," " , , 1 - - - "I'll � 109.48'\' ' depths, and elevations prior to start of a i 1\1 -1 1� I � 4 i , -, 1\ \ I . _ , � � I I i , ,I/ , \ 11, 1, I " , ,� -"- __ --.,- , " , _� � - , = , , � , � 3 , " � , I , ,�, , " . " � I ��, , ,�f "�� _-.1 I - � o ( ..... 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K-11- _A . �, 0 6 LO (n Z I M C6 0 -QL I _0 I 0) Uj :�j Z / " X, / I TAX MAP: AOO-O LL. :2 0 "_ 0 Q:� - - 1 3 . �,,v , / --- I / / 4 0) . . < 0 / / / I-, �e E-L :2 n 04 :) 0 I � - �j Z 0 , Lri �D - X / / 11 Erna C� _/Z / USE: VAC . 11 3 04 0 N/F WILLIAM H. BALL .1 U_ ' 0 1 CD L Z - -t Z / / 11 . N N 0 (n ro 0 ., Z -d 6 Pr) W Z I / C;6 -Z 0 PIN: 0930-02-85-6389 , 1 1 8" sweet gum I- 0 M n :D 0 1 0 Z I I OL / 11 ZONING: RR Z .. 6 Z 0 • Z _j 0) FE N 0 Cd Lij %_� N ---- � O, ro - 0) FL �'I�j I Uj 0 r:� N (n Z: L-r- I.r / I 0 n =5 0 -D LLJ / 11 PID: 190977 ,� 2 1E �_ >- n __j .. r� Uj >_ . �� 0 M I ry 0) a: C6 N Q-0 / 00 - / D.B. 5775, P. 390 "I 3 2 < < Z O.. C� . / bi r) USE: RES / "'� X SEWER CLEANOUT __j 0 7-0- - F- :7 - .. 0 / Z , , ZONING: RR 4 2 U_ 1-1 0 :2 L1_ a- ,--, U_ Q_ I-, D" 5 1 E Z , I � __1 71 Z OCA 6 2 36 Z cluster of oaks . 24" 7 2 18" poplar 39 20" poplar 8 1 E poplar 41 30" oak 9 2 10 2 Auxe]:0►11 PROPERTY LINE R/W LINE po:dar OVERHEAD UTILITY LINES - - - - UNDERGROUND ELEC. LINES - - - - - SANITARY SEWER LINE--- 0 CIX BLDG. SETBACK ,SB.-- --- -- TREE PROTECTION AREA ---TPA -------- BUFFER AREA B --------- - - EXISTING IRON PIPE * LIGHT POLES * UTILITY POLE X SEWER CLEANOUT o WATER METER C3 CURB INLET ill EX. SEWER MAN HOLE (D 12 13 14 15 16 17 18 19 20 21 13 po:dar 41) oc;< )" ocx It 0 CIX )" oc W, )" pcolar of pc:)Iar )" ock )" oc�< )" oc,k 3" sweet gum )" ocx YI 0 CA 231 ; oCX 3" pc:)Iar 3" beech D" ock 3ff 1 00"'le, 34 14" D $$ OCA 22 20" aok 23 20" oak 24 18" oak 25 20" oak 26 15" h ickory 27 16" oak 28 10" oak 29 14" oak 30 15" oak 31 16" sweet gum 32 21 " poplar 33 13" hickory 34 14" oak 35 14" sweet gum 36 36" cluster of oaks 37 24" oak 38 18" poplar 39 20" poplar 40 20" poplar 41 30" oak I inch = 100 ft a N/F LAWRENCE BASS JR. & OTHERS Et- F>- - N/F LAWRENCE E. & JENNIE M. BASS I PIN: 0930 -04 -75 -1120 z Z PIN: 0930 -04 -74 -2455 PID: 190891 PID: 190882 1 D.B. 2419, P. 811 UO O D.B. 988, P. 539 I USE: RES ` USE: RES ZONING: RR Z N/F LAWRENCE BASS JR. & OTHERS ZONING: RR _ 0 PIN: 0930 -04 -73 -3794 \ 190892 \ 3' s ?9�' � 1 ItlicIt- PID: D.B. 2419, P. 811 \ 607. 224.03' s , 1 USE: VACANT RES �\ N9° W ZONING: RR �\ 145 32g.00' I Annnummml.- �4 REF. NORTH I PB. 180, P. 59 ALL ROADWAY CONSTRUCTION SHALL BE IN ACCORDANCE WITH LATEST NCDOT STANDARDS SPECIFICATIONS. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES TO VERIFY LOCATIONS, DEPTHS, AND ELEVATIONS PRIOR TO START OF ANY CONSTRUCTION ACTIVITIES. ANY DIFFERENCES SHALL BE REPORTED TO ` Ti OWNER, ENGINEER, AND /OR ARCHITECT. 3789 2g2 42 54.00' .1 4" i 4.3 ,6, N 00 °11'44" W N12°30441 281.42 -_ -"� �� \\ \\ LOT 5 15.00' \\ `\ \ \ 3.07 ACRE t 1 31.00' LOT 4 \\ \\ MAX. IMPERVIOUS a� 1 ?,�� T 6 \ \ 3.00 ACRE \ \ SURFACE AREA , Z o; MAX. IMPERVIOUS \ \ 6,000 SF w , �' 3. ACRE N MAX. PERVIOUS SURFACE AREA \\ �, \\ � \ `�.., w � � N 89 °55'28" E \ \ 3,898 SF o \ t SUR E AREA LOT 3 \ \ w ' - m P 180.78' � �� \ � \ \ � \ � 1 � 1 3,1 8 SF 50' 1 -_ \\ 3.00 ACRE MAX. IMPERVIOUS 150' - TOP OF BANK \ SURFACE AREA \ Q \ 1 �. \ \ \ 1 1 RIPARIAN B FFER 3,898 SF w \ \ � \ 1 -- PROPERTY LINE IS cLOF STREAM oo �� \\ \\ �: -_w 0� -�J I N/F WESTSOOD HOLDINGS, LLC co r �� ' _`� �� \ \ °' '� N 1-+�� PIN: 0930 -00 -75 -7947 _�11- 2 TAX MAP: A88 -9A P10 D.B. 641, P. 631 (PERSON) LOT 2 ` `� `\ p� \\ \\ \\ \ �� USE: VAC \ so \ s �s ZONING: RR + 3.00 ACRE \ � \ \ \ \ �' , o. `' � � �\ N 55 ° 5443 „ E MAX. IMPERVIOUS \ \ \ j SURFACE AREA �� \\ \\ \\ / G�< y r'� 64.37' ► 3,898 SF �CP N/F MARY GLENN HEIRS + \ 1 ! \ 5 vy� w�, N 05 30 I \ \ ` \ / �t'� 1 NE 69.45' N 21 022'49" W PIN: 0930 -04 -73 -7450 38.91 PID: 190874 L �\ `\ _ = _ , \Q FE ° „ ° , D.B. 1968 -E, P. 97 `� �.�' / ^ - / / , I i, $vF R N 15026'43" E ° „ N 38003'59" E USE: VACANT AG Al `� 50' G'3 ' _ -_' <�\ j j N j' / 77.06' N 01 40.02' W 57.35' ZONING: RR 2833 ' 3.97 // N 02 015'01" E N y ° + // 62.18' / -- PROPERTY LINE IS 4.OF STREAM I \`� 36 \`� �' U•i C C18 i / _ y `\�`�� / /// N 55 °2343" E + �`� 8�0' �•� �� /� _ - - �` _� Cl? �. // / LOT--r 101.91' N ~�- w N �,�/ // 2.11 ACRE v 203.00" 1�g446 " "F x,46" 3 ; - �� _ // % �- N 13 019'54" E \ ` ` 3974' C5 109.481 ° „ °cMV i ► ► ` ` \ ► \\\ / ! \ N 3471.28' E CNI Z j // / / i' /// / + 1 I r\ 4 "\ 6 ��\\ % `� n^i % LOT 8 N 28012'06" E + // �� '�°� '� / // i r + ► `, \ : / �^ ��! 1.25 ACRE �- 89.93 o i / ' ,� //� �� ' 1 ► i ! O/6 _ ,' ?� N 17 °25'12" E ' r6� t 1 71.64' + / ! / /// 3.00TABRE -�-\� �� // 11 11 1 �l ► 5 5888 ecc % % � i'/ N MA i RVIOUS /// + + + + ' �� r�� I v �Sli AREA /J j l \�� yD v� \�� I! ! !V `3�1�'� \ 6,000 SF / S° / f / / 1 1 + 1 1 1 �� a� �� / / 272 , i Co i LOT 1 , o� ` J ! �o oo. F 3.00 ACRE j i �/ ' i i i 1 ► j \ \9SO� �, ;a��'/ LOT 9 MAX. IMPERVIOUS / + v� 1 1 1 1 ms's•. 1 / �i I SURFACE AREA 1 + 1 1 I < 2.26 ACRE _ 1 1 1 3,898 SF j ► � / � i' 1 cn a j j I TOE�'�BANy� A o 1 LOT 15 � I U► 1 , / 1 1 ° n 1 1 n 1 1 • C O 3.00 ACRE I m 1 1 1 I 35' \1 \ MAX. IMPERVIOUS 1 ► /� T9 �' 11 r'1 i SURFACE AREA --- _________ 3,898 SF 1 1 LOT 14 m 1 CO 1 �� N C N04 °05'23 "E __ - - - -- + i 1 T 1 1 i lg 2T I + ac .oa ' / ► I 1 1 3.00 ACRE I 1 0 .11 1 1 `� 2p ", 1 ► ,% �,/ o' 1 1 1 1 MAX. IMPERVIOUS 1 LOT 13 1 v 1 1 0' F _ . �� - _ = J __ -___ -- 466.94' I + 'b (d ti� 1 1 1 I SURFACE AREA 1 j' 3.00 ACRE + L_____ i ► ►V ' � �G` ��'�+ 25' I i II 3,898 SF I i MAX. IMPERVIOUS I m O 1 i 1 SURFACE AREA I I ► \ \ --- - -____ -"'- -� � ! 25'f�•- -- I 1 � � 3,898 SF � � � � \\ 2 \\ LOT 10 1 2 ?7.50' _+' / T-- "_' o ,' / - - -_� i i I 1 1 \ s\ 2.49 ACRE w i to i ► / 308.75' -- - - -___ 1 1 + 1 + j �� ? j \\os LOT 11 rn i w I 11 i ° 228.00' t_?ROPOSED SETBACK (IYP) J i1 jl Ij m it 1.80 ACRE � i Q d' ► � ► Y i N 8042#331, E ► `- -�____ i 1 3.14 ACRE Q a0 rn a W j w co 1 Z 1 H 1 cn i 232.00' "-- _� 1 _. -. -320 F l o rr .. , z i rn ► W I cfi rn ► � 1 i 1 ► 1 \ \� S 11 °1611„ w� 0 o i z'• M X ► CL I co ► w_ 1 + 20 i"''"- S 18 °3'26" E W w 11 row Z i waornaw� ► g Z 1 w� 00 I z i Q i ' 249.00' L__ - -____ j / ON 105.79' 27159, ° .. 0) (n z i d o X • . ► I I 1 Q ► g ► , 1822.12' - 06' Mo��o ; ornr�i o i t� �► z�,;,'`� ► ° I i ► (TOTAL _ i Noam N �j l �-ccoowZ i O 1 J00v dw� ► i w 1 I ) / 366.87' V) .. o .6 (0 1 g ► ¢� •. i �� t i V) 1 w i N ► o`er' Q� 1 0� Li 0- _��° �,ioEM (nZZ 1 ��ocn� , �`° 1 �� i d ZZ i �1so.00' S3 C'4 Z Z w� z0) 1 Q� o°,a� L.Li i -r t0o°o�cnW ► m� t 1 �� 0 -C) ' N/F W. GLENN YOUNG JR. I- w 0-o�r o ► i 0) CL 1 �0�0� cn� i �`n00 UU ��.' S20 °58'7 "E Q z_ ° I co w l 1 Q ue rn X t� I a i °' a- w 1 0 °0 � a w� i 33.18 PIN: 0930 -00 -87 -4306 o ° = z ► ° 0° Z ► rn ► N Z i N F WILLIAM H. BALL TAX MAP: A88 -8 Y0- '�_cv o I w- ► o�iri ► °rn�� `=O / USE: VAC Z w o'o °- m N 0 ,` 0 Z + °J' i co w Z ► r d •• z 2 (/) PIN: 0930 -02 -$5 -6389 ZONING: RR z Z o JrnFFL oo ► woocN::)zo 1 wo 04 U) DIY i PID: 190977 LEGEND PROPERTY LINE - - - - -- R/W LINE a OVERHEAD UTILITY LINES - - UNDERGROUND ELEC. LINES - - - - - SANITARY SEWER LINE--- FE z_ BLDG. SETBACK - SB TREE PROTECTION AREA TPA._ -- BUFFER AREA- -- B --- EXISTING IRON PIPE Z LIGHT POLES N 09 059'46" W UTILITY POLE 163.28 SEWER CLEANOUT 162.68 WATER METER C5 CURB INLET 580.00 EX. SEWER MAN HOLE N 19 05343" E } Z w o Y o0 0- m N ► °'o a m N Q-0- D.B. 5775, P. 390 a a z C) „ ° ,�, o USE: RES 550.00 CL FE z_ Z ZONING: RR ' \ 550.00 L ., Q Z 209.25 Z Z N 09 059'46" W � 163.28 550.00 162.68 Z C5 40.14 OV OF .01 ® o ® OF SAY 0 9 150 SYMA9ErR 1CAL CUL -DE -SAC NO CURE do GUTTER (TYPfCAL) CURVE TABLE CURVE LENGTH RADIUS CHORD CHD BRG C1 367.50 550.00 360.70 N 62 008'54" W C2 212.25 550.00 210.94 N 31057'04" W C3 209.25 550.00 207.99 N 09 059'46" W C4 163.28 550.00 162.68 N 09 °24'29" E C5 40.14 580.00 40.13 N 19 05343" E C6 181.83 580.00 181.09 N 30 °51'33" E C7 144.49 520.00 144.08 N 32 000'32" E C8 76.81 520.00 76.76 N 19 026'33" E C9 19.63 25.00 19.13 N 07 001'04" W C10 114.94 50.00 91.25 N 39 °3637" E C11 1 114.95 50.00 91.25 N 08 °41'11" E C12 19.63 25.00 19.13 N 37 057'20" E C13 144.55 580.00 144.18 N 22 035'43" E C14 102.30 580.00 102.16 N 34 047'16" E C15 140.55 520.00 140.13 N 32 °05'49" E C16 58.46 520.00 58.43 N 21'08'00" E C17 31.88 490.00 31.88 N 16 °02'55" E C18 232.48 490.00 230.31 N 00 035'33" E C19 584.03 490.00 550.07 N 47 008'42" W C20 31.65 20.00 28.45 N 27 °25'43" W C21 160.93 325.00 159.30 N 86 057'22" W C22 186.71 1 375.00 184.79 1 N 86 °5242" W C23 31.23 1 20.00 28.15 1 N 62 °38'55" E IS PROJECT INFORMATION PARCEL DATA. PIN: 0934 -0,4-85 -0020 Parcel -ID: 190875 Land Use Description: VACANT AGRICULTURAL AREA Total area = 2056639 S.F. (47.21 AC.) ZONING DURHAM: PERSON: Site zoned RR Minimum Lot Size: 3 Acres 1 Acre Minimum Lot Frontage: 200' DEVELOPMENT 11ER Site is located in Rural Development Tier WATERSHED Site is located in MAR-B watershed overlay. RIVER BASIN Site is located in the Neuse River Basin. STREAM BUFFER 50 foot wide & 150 foot wide undisturbed stream buffer, measured from top of bank, each side of stream. No clearing or grading other than selective thinning and ordinary maintenance of existing vegetation permitted, except in accordance with 15A NCAC 02B.233 (6) Vegetation Management. No structures or features requiring grading or construction may be built within the 10 foot stream buffer setback. Any use allowed by Section 8.5.5 of the UDO shall be designed and constructed to minimize the amount of intrusion into the stream buffer and to minimize clearing, grading, erosion and water quality degradation. LOT AREAS IN STREAM BUFFER Lot 4: 11,733 s.f. Lot 5: 21,608 s.f. Lot 6: 59,675 s.f. Lot 15: 20,.807 s.f. Lot 16: 50 „619 s.f. FLOOD PLAIN INFORMATION Site is not located in a SFHA Flood plain information taken from FEMA Map #3720093000K, Effective date; 06/04/07. IMPERVIOUS SURFACE LIMITATIONS Area (Durham): 1,371,329 S.F. Impervious Restriction: 82,280 s.f. (6.0010) -Ex. impervious: 0 s.f. Proposed impervious (Street): 0.90 Acres Remaining Impervious: 0.99 Acres (43,187 S.F.) Average Impervious (10 lots) 4,319 S.F. /LOT PARKING Aq '66" E 32.26' Each lot is required to have two (2) parking spaces TREE SURVEY '7 033'06" E Specimen trees as shown on plans 66.80' SETBACKS DURHAM: PERSON N 71'02'20" E RR Zoning 80.21' Front yard: 50' 35' Side yards: 25' 25' N 65 029'25" E Total Side: 50' 25' 27 25' Rear yard: 50' 35' SURVEY INFORMATION N 66 035'39" E 73.13' Boundary survey information taken from Rudy L. Griffin. S 86 °2820" ETopogrophic information taken from City of Durham GIS. 31.74' All construction shall be in accordance with latest DURHAM - N 61-49'23" LOUNTY, PERSON COUNTY, AND NCDOT STANDARD SPECIFICATIONS. 40.56' The Contractor shall locate all existing utilities to verify locations, N 24037"Pts, and elevations prior to start of any construction activities. 68 fferences shall be reported to the OWNER, ENGINEER, and /or CHITECT. S 100 0 50 100 200 400 1 inch = 100 ft. ®�8 ®89BAi19dit CAR< 4 5 5 s° v s° • 0 00 v Q" "'11i1 its REVISIONS S N r. a o O i n 0 N Z ® s d W h�+�l W � W dI- u N Z '> Z rn ^ ® N W� V > ®_d ... AMi fx a3 W p o cp O WZ V) WQV W aV W r� v� Qaao _l or. o0 W N m z p _ Q J Z W � X O r� REVISIONS I OU 90 REF. NORTH �PB. 180, P. 59 N/F LAWRENCE BASS JR & OTHERS PIN: 0930-04-73-379L, PID: 190892 D.B. 2419, P. 811 USE: VACANT RES ZONING: RR ' / !r y ;LOT i ' 2; +.OQ' ACRE MAX, ` IMPERVIOUS SUFFACE AREA =` ,a 3.89$ SF! tit N/F MARY GLENN HEIRS-,".', ` PIN: 0930 -04 -73 -7450 1 PID: 190874 D.B. 1968 -E, P. 97 USE: VACANT AG ZONING: RR f 1 . N I. It _ I i 3:00 ACRE t� IMAX. IMPERVIOUS o 1 SURFACE AR if r . , 1.� 36808 51 / F k1 l 2 t Node Length ft ) Drainage Denuded �lcl�� Volume Basin Basin 'diment :atorage Weir Q(10) C Value Sur. Area Sur. Area 501.00 493.00 Area Area Requliviii Provided Length Width Depth Length 488.00 10.08981 Required Provided Basin Type (ac) (ac) (Cu. fL), (cu. ft.) (ft) (ft) (ft) (ft.) (cfs) (sq. ft.) (sq. ft.) #1 TEMPORARY BASIN 18.1 0.86 32516 58367 188 94 3.5 40 39.2 0.3 17078 17672 #2 TEMPORARY BASIN 4.65 0.30 8376 9853 94 47 3.5 10 10.1 0.3 4387 4418 #3 TEMPORARY BASIN 1.51 0.15 271-; 5713 70 35 3.5 10 5.5 0.5 2374 2450 REF. NORTH �PB. 180, P. 59 N/F LAWRENCE BASS JR & OTHERS PIN: 0930-04-73-379L, PID: 190892 D.B. 2419, P. 811 USE: VACANT RES ZONING: RR ' / !r y ;LOT i ' 2; +.OQ' ACRE MAX, ` IMPERVIOUS SUFFACE AREA =` ,a 3.89$ SF! tit N/F MARY GLENN HEIRS-,".', ` PIN: 0930 -04 -73 -7450 1 PID: 190874 D.B. 1968 -E, P. 97 USE: VACANT AG ZONING: RR f 1 . N I. It _ I i 3:00 ACRE t� IMAX. IMPERVIOUS o 1 SURFACE AR if r . , 1.� 36808 51 / F k1 l 2 t Node Length ft ) Q10 (Cfs) Q25 (Cfs) Size Upstream Invert Elevation ft Downstream Inv. Elevation ft Sloe ft ft �_ Road Elevation ft CULVERT #1 170 49 59 36" 501.00 493.00 0.0471 518.76 CULVERT #2 105 1 11 1 19 1 24" 1 504.00 488.00 10.08981 512.52 CULVERT #3' 106 1 57 1 65 1 36" 1 477.50 1 472.20 10.05001 500.97 (i10 =7.22; 125 =8.19; all pipe is Class III RCP unless otherwise noted) -USE SILT FENCE ONLY WHEN DRAINAGE A 1 �- DOES NOT EXCEED 1/4 ACRE AND NEVER N/F L.�WRENCE BASS JR. & OTHERS L AREAS OF CONCENTRATED FLOW N/F LAWRENCE E. & JENNIE M. BASS I PIN: 0930 -04 -75 -1120 Z Z # FOR REPAIR OF SILT PIN: 0930 -04 -74 -2455 PID: 190891 FENCE FAILURES, USE WASHED STONE. MIN. 10 GA. PID: 190882 D.B. 2419, P. 811 U LINE WIRES FOR ANCHOR WHEN SILT D.B. 988, P. 539 1 USE: RES FENCE IS PROTECTING USE: RES ZONING: RR Z CATCH BASIN. ZONING: RR = 607"os, 13q„ i9. ° . h "� 1 t' t.t . �x \' '°i _ ° a a x .. t . I A •Y - f J I s'$ Y i w t� '� -- ° _ __ _ '--I 'RO SED ��1 ► 1 cfl I �! + Y`- y N 8 °42'33" I ry CD p D X,, j Z I Cn ! `' (,L1 I N Qf t J „" ._. 1 W CD C7 1 Z � "0 ! it + co ! W ! + , j I tY0�0 0000 NW t Z 1 M Z 1 W I 00L;jZ I w 1 CDdW + 0+ LLI e% 00 1 Z ! Q � o .. It 1 woo .. +� Z 1 I 00 ! Q ! � t t 1 22.1"2' T r in �O , oa)rri + fn �! ZqrNM [_ ! ° ' Q! U) N I �cflWZ 1 1 J00 0O_WL � - t = W ° -i0 °NCO r S 1 Q.�O rY i t{) 1 Ln + W I 7) Z O� N + CD 0) C' I Q� O 1 1 000 ZO M `� I N L I U I I >:r\ 1 Q L 1 � O Z \ _ I,ir7�l`��C 1 �°0a�i�w� r Q I ap I1 m� ��- �� Z wa Zoom r. �I•� �� 1 F-cooco �� i >-� a�� ll w� 0 � 1 (0 Z I < 1 CDD rW 1 00 r- (nry I J6or- oo _ �X U �� w Qz �p6N�z i <p�0 1 Q I owe 1 7) I rn -w �z i YE rr,_ �O \ I `-WZ i O�tCj O 1 N0 :}BCD 1�1 Z w Erna N Rio - (nZ r 1 (0 ' 88 ..Z_ _0 Z ZO mQ J�� O I Wio�N�O 1 WO ••;VCoZ Oz O m �� N 1 0n �O .D Li.1 i O Q QZ U^ ° O LEGEND PROPERTY LINE - - - - -- R/W LINE OVERHEAD UTILITY LINES - - UNDERGROUND ELEC. LINES - - - - - SANITARY SEWER LINE--- BLDG. SETBACK - SB ... ......... TREE PROTECTION AREA -TPA- - BUFFER AREA - B EXISTING IRON PiPE o LIGHT POLES # UTILITY POLE SEWER CLEANOUT WATER METER CURB INLET EX. SEWER MAN HOLE (D EROSION CONTROL KEY x SILT FENr TPF TREE PR=.'i ECTION FENCING PROPERTY LINE IS rLOF STREAM Cl EARINC LIMITS 6" MIN. COVER i GRAVEL -iLTER ((I STREAM STABILIZATION N/F WESTSOOD HOLDINGS, LLC GRAVEL -�.'DNSTRUCTiON ENTRANCE 'D TEMPORARY DIVERSION O INLET PRGTECTiON CONSTRUCTION NARRATIVE THIS 47.21 -ACRE SITE IS LOCATED ALONG THE WEST SIDE OF HALCYON PLACE, AND NORTH OF RED MOUNTAIN ROAD, IN NORTHERN DURHAM COUNTY; EAST OF THE TOWN OF ROUGEMONT. THIS PROJECT WILL CONSIST OF ROADWAY DEVELOPMENT THROUGH THE SUBJECT PROPERTY. RUNOFF FROM THIS SITE IS TRIBUTARY TO AN UNNAMED TRIBUTARY TO DEEP CREEK, IN THE NEUSE RIVER BASIN. SEDIMENT RUNOFF IS TO BE CONTROLLED BY THE USE OF TEMPORARY SEDIMENT BASINS, TEMPORARY DIVERSIONS, SILT FENCE AND OTHER MEASURES AS SHOWN ON THIS PLAN. TOTAL DENUDED AREA FOR THIS PROJECT IS APPROXIMATELY 5.85 ACRES. FEMA FLOODPLAIN ON THIS PROPERTY IS SHOWN PER FEMA FIRM# 3720093000K, DATED JUNE 4, 2007. 8' MAX. VARIABLE AS DIRECTED BY THE ENGINEER FRONT VIEW STEEL POST MANAGEMENT AGENCY (FEMA) 100 YEAR FLOOD ZONES UNTIL A FLOOD STUDY IS APPROVED BY WOVEN WARE FABRIC DURHAM COUNTY AND /OR FEMA. BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS (OR OPEN SPACE) �- SILT FENCE FABRIC MARKED BY AN (ASTERISK), THE BUILDER MAY NEED TO OBTAIN A FLOOD HAZARD AREA USE PERMIT FROM DURHAM COUNTY ENVIRONMENTAL SERVICES. THE BUILDER'S ENGINEER, ARCHITECT AND /OR SURVEYOR (AS APPROPRIATE) MUST CERTIFY THAT ALL FLOOD HAZARD REQUIREMENTS ARE MET. TOP OF BANK M F GRADE CONSTRUCTION SEQUENCE PROPERTY LINE IS rLOF STREAM 0 6" MIN. COVER i I OVER SKIRT m 1. Obtain a land- disturbing permit. Schedule a preconstruction conference with the Environmental N/F WESTSOOD HOLDINGS, LLC N Engineer. PIN: 0930 -00 -75 -7947 ANCHOR SKIRT AS DIRECTED BY ENGINEER s1 install gravel construction pad, temporary diversions, silt fence, sediment basins or other measures TAX MAP: A88 -9A as shown on the approved plan. Clear only as necessary to install these devices. D.B. 641, P. 631 (PERSON) SIDE VIEW USE: VAC 3. Once basins are constrcucted, install temporary diversions and /or permanent water quality berms ZONING: RR STANDARD TEMPORARY SILT FENCE immediately. Seed temporary diversions, berms and basins immediately after construction. N/F WILLIAM H. BALL PIN: 0930 -02 -85 -6389 PID: 190977 D.B. 5775, P. 390 -USE: ^RES ^ N 55 °54'43" E SEEDBED PREPARATION 1. Chisel compacted areas and spread topsoil 3 inches deep over adverse soil conditions, if available. 2. Rip the entire area to 6 inches depth. 3. Remove all loose rock, roots, and other obstructions leaving surface reasonably smooth and uniform. 4. Apply agricultural lime, fertilizer, and superphosphate uniformly and mix with soil (see below *). 5. Continue tillage until a well - pulverized, firm, reasonably uniform seedbed is prepared 4 to 6 inches deep. 6. Seed on a freshly prepared seedbed and cover seed lightly with seeding equipment or cultipack after seeding. 7. Mulch immediately after seeding and anchor mulch. 8. Inspect all seeded areas and make necessary repairs or reseedings within the planting season, if possible. If stand should be over 60 % damaged, reestablish following original lime, fertilizer and seeding rates. 9. Consult Conservation Inspector on maintenance treatment and fertilization after permanent cover is established. (NO SCALE) 4. Call for an onsite inspection by the Environmental Engineer to obtain a Certificate of Compliance. 5. Begin clearing and grubbing. Maintain devices as needed Rough grade site. N 21 02249" W 6. install storm sewer, if shown, and protect inlets with block and gravel inlet controls, sediment 38.91' traps or other approved measures as shown on the plan. Begin construction, building, etc. N 38 °03'59" E 7, Stabilize site as areas are brought up to finish grade with vegetation, paving, ditch linings, etc. N 01 °41'23" W 57.35' Seed and mulch denuded areas within fifteen (15) days of completion of any phase of 40.02' construction. N 02015'0 1 " E 62.18' 8. When construction is complete and all areas are stabilized completely, call for an inspection by the -- PROPERTY LINE IS 4OF STREAM Environmental Engineer. N 55 °23'43" E 9. If site is approved, remove temporary diversions, silt fence, custom basins, etc., and seed out or X1 101.911) stabilize any resulting bare areas. All remaining permanent erosion control devices, such as velocity dissipotors, should now be installed. a % N 13 °19'54 ", E 10. When vegetation has become established, call for a final site inspection j\ 109.48 by the Environmental Engineer. Obtain a Certificate of Completion. 71:230 ° • 11. The O urbed area will be reseeded with natural grasses (see Seedbed \ Pje'poration below) LOT 8 ' 1.25 ACRE` XJ N 2" E �3 i sir w 'I7`25' , Z��Fe_ k GJ N/F W:" GLENN: YOUNG JR. 3:18' PIN: 0930 -00 -87 -4306 TAX MAP: A88 -8 USE: VAC ZONING: RR * Apply. Agricultural Limestone - 2 tons /acre (3 tons /acre in clay soils) Fertilizer - 1,000 lbs. /acre - 10 -10 -10 Superphosphate - 500 lbs. /acre - 20% analysis Mulch - 2 tons /acre - small grain straw Anchor - Asphalt Emulsion ® 30 gals. /acre WINTER TEMPORARY COVER November 1 - February 28 Lime 2 tons /acre 10 -10 -10 Fertilizer 700 Ibs /acre Barley (Hordeum vulare) 50 Ibs /acre Rye grain (Secole cerale) 20 Ibs /acre Straw Mulch 2 tons /acre SUMMER TEMPORARY COVER Lime 10 -10 -10 Fertilizer Browntop Millet (Pennisetum glaucum) Straw Mulch June - August 15 2 tons /acre 700 Ibs /acre 40 Ibs /acre 2 tons /acre N 77 °33'06" E 66.80' N 71 °02'20" E - ^80.21' " 27.25' r N=66 °35'39 7 -3.13' i 40.56' N 24 037'21" E DISTURBED AREA = 254,715 S.F. (5.85 AC.) EXISTING TREE-\ 4.2" ONE FOOT PER EACH INCH OF Q O O TRUNK DIAMETER, 6' MIN. WIDTH METAL "T" POST C) O O FENCING FABRIC ORANGE TENSAR GEOGRID (SNOW FENCE) OR AN EXISTING APPROVED EQUAL. STAPLE TO GRADE METAL "T" POSTS. 1� "No Trespvssing /Tree Protection Area" "Prohibido E rar /Zona Protectorq Para los Arboles "; TREE PROTECTNGV FENCE MUST HAVE A "NO TRESPASSING /TREE PROTECTION AREA" SIGN ON IT BY ORDMANCE. THE SIGNS SHOULD BE PLACED ONE FACING EACH DIRECTION AND NO MORE THAN 100 FEET APART. THE SIGN SHOULD ALSO BE IN SPANISH "PROHIBIDO ENTRAR /ZONA?ROTECTORA PARA LOS ARBOLES "; 1. SEE PLANS FOR LOCATION OF ALL TREE PROTECTION FENCES. DO NOT ATTACH F =iqCE MATERIAL TO TREES. 2. TREE PRO7_CTiON FENCING FABRIC TO BE PLACED AT THE DRIP LINE OR ROOT ZONE PRC? CTION AREA PERIMETER, WHICHEVER IS LARGER OF THE TREES THAT ARE TO S PROTECTED. 3. "TENSAR "IGH STRENGTH POLYMER GEOGRID FABRIC BY TENSAR CORPORATION MORROW >EORGIA. 4. REMOVE A'_1 FENCING UPON COMPLETION OF PROJECT. TREE PROTECTION FENCE DETAIL (NO SCALE) NOTE: PROTECTON OF EXISTING VEGETATION: At the start of grading involving the lowering of existing grade around a tree or stripping of topsoil, a clean, sharp, vertical cut shall be made cc: the edge of the tree save area at the some time as other erosion control measuraa are installed. The tree protection fencing shall be Installed on the side of the cut for:(-est away from the tree trunk and shall remain in place until all construction in the vici7 ty of the trees is complete. No storage of materials, fill, or equipment and no trespassing shall be allowed within the boundary of the protected area. 1 inch = 100 ft. Mill REVISIONS , i i i i SEEDBED PREPARATION 1. Chisel compacted areas and spread topsoil 3 inches deep over adverse soil conditions, if available. 2. Rip the entire area to 6 inches depth. 3. Remove all loose rock, roots, and other obstructions leaving surface reasonably smooth and uniform. 4. Apply agricultural lime, fertilizer, and superphosphate uniformly and mix with soil (see below *). 5. Continue tillage until a well - pulverized, firm, reasonably uniform seedbed is prepared 4 to 6 inches deep. 6. Seed on a freshly prepared seedbed and cover seed lightly with seeding equipment or cultipack after seeding. 7. Mulch immediately after seeding and anchor mulch. 8. Inspect all seeded areas and make necessary repairs or reseedings within the planting season, if possible. If stand should be over 60 % damaged, reestablish following original lime, fertilizer and seeding rates. 9. Consult Conservation Inspector on maintenance treatment and fertilization after permanent cover is established. (NO SCALE) 4. Call for an onsite inspection by the Environmental Engineer to obtain a Certificate of Compliance. 5. Begin clearing and grubbing. Maintain devices as needed Rough grade site. N 21 02249" W 6. install storm sewer, if shown, and protect inlets with block and gravel inlet controls, sediment 38.91' traps or other approved measures as shown on the plan. Begin construction, building, etc. N 38 °03'59" E 7, Stabilize site as areas are brought up to finish grade with vegetation, paving, ditch linings, etc. N 01 °41'23" W 57.35' Seed and mulch denuded areas within fifteen (15) days of completion of any phase of 40.02' construction. N 02015'0 1 " E 62.18' 8. When construction is complete and all areas are stabilized completely, call for an inspection by the -- PROPERTY LINE IS 4OF STREAM Environmental Engineer. N 55 °23'43" E 9. If site is approved, remove temporary diversions, silt fence, custom basins, etc., and seed out or X1 101.911) stabilize any resulting bare areas. All remaining permanent erosion control devices, such as velocity dissipotors, should now be installed. a % N 13 °19'54 ", E 10. When vegetation has become established, call for a final site inspection j\ 109.48 by the Environmental Engineer. Obtain a Certificate of Completion. 71:230 ° • 11. The O urbed area will be reseeded with natural grasses (see Seedbed \ Pje'poration below) LOT 8 ' 1.25 ACRE` XJ N 2" E �3 i sir w 'I7`25' , Z��Fe_ k GJ N/F W:" GLENN: YOUNG JR. 3:18' PIN: 0930 -00 -87 -4306 TAX MAP: A88 -8 USE: VAC ZONING: RR * Apply. Agricultural Limestone - 2 tons /acre (3 tons /acre in clay soils) Fertilizer - 1,000 lbs. /acre - 10 -10 -10 Superphosphate - 500 lbs. /acre - 20% analysis Mulch - 2 tons /acre - small grain straw Anchor - Asphalt Emulsion ® 30 gals. /acre WINTER TEMPORARY COVER November 1 - February 28 Lime 2 tons /acre 10 -10 -10 Fertilizer 700 Ibs /acre Barley (Hordeum vulare) 50 Ibs /acre Rye grain (Secole cerale) 20 Ibs /acre Straw Mulch 2 tons /acre SUMMER TEMPORARY COVER Lime 10 -10 -10 Fertilizer Browntop Millet (Pennisetum glaucum) Straw Mulch June - August 15 2 tons /acre 700 Ibs /acre 40 Ibs /acre 2 tons /acre N 77 °33'06" E 66.80' N 71 °02'20" E - ^80.21' " 27.25' r N=66 °35'39 7 -3.13' i 40.56' N 24 037'21" E DISTURBED AREA = 254,715 S.F. (5.85 AC.) EXISTING TREE-\ 4.2" ONE FOOT PER EACH INCH OF Q O O TRUNK DIAMETER, 6' MIN. WIDTH METAL "T" POST C) O O FENCING FABRIC ORANGE TENSAR GEOGRID (SNOW FENCE) OR AN EXISTING APPROVED EQUAL. STAPLE TO GRADE METAL "T" POSTS. 1� "No Trespvssing /Tree Protection Area" "Prohibido E rar /Zona Protectorq Para los Arboles "; TREE PROTECTNGV FENCE MUST HAVE A "NO TRESPASSING /TREE PROTECTION AREA" SIGN ON IT BY ORDMANCE. THE SIGNS SHOULD BE PLACED ONE FACING EACH DIRECTION AND NO MORE THAN 100 FEET APART. THE SIGN SHOULD ALSO BE IN SPANISH "PROHIBIDO ENTRAR /ZONA?ROTECTORA PARA LOS ARBOLES "; 1. SEE PLANS FOR LOCATION OF ALL TREE PROTECTION FENCES. DO NOT ATTACH F =iqCE MATERIAL TO TREES. 2. TREE PRO7_CTiON FENCING FABRIC TO BE PLACED AT THE DRIP LINE OR ROOT ZONE PRC? CTION AREA PERIMETER, WHICHEVER IS LARGER OF THE TREES THAT ARE TO S PROTECTED. 3. "TENSAR "IGH STRENGTH POLYMER GEOGRID FABRIC BY TENSAR CORPORATION MORROW >EORGIA. 4. REMOVE A'_1 FENCING UPON COMPLETION OF PROJECT. TREE PROTECTION FENCE DETAIL (NO SCALE) NOTE: PROTECTON OF EXISTING VEGETATION: At the start of grading involving the lowering of existing grade around a tree or stripping of topsoil, a clean, sharp, vertical cut shall be made cc: the edge of the tree save area at the some time as other erosion control measuraa are installed. The tree protection fencing shall be Installed on the side of the cut for:(-est away from the tree trunk and shall remain in place until all construction in the vici7 ty of the trees is complete. No storage of materials, fill, or equipment and no trespassing shall be allowed within the boundary of the protected area. 1 inch = 100 ft. Mill REVISIONS N/F LAWRENCE BASS JR. & OTHERS PIN: 0930 -04 -73 -3794 PID: 190892 D.B. 2419, P. 811 USE: VACANT RES ZONING: RR N/F MARY GLENN HEIRS ,:)IN: 09 30- 04- 73- 7450 PID: 190874 D.B. 1968 -E, P. 97 USE: VACANT AG ZONING: RR W J Y r, I � ]00rna w� x LLj 0 O) d 0 Lbo 0)(nz n 6 o 0 Li O d m N � .. o z_ � � z LEGEND PROPERTY LINE - - - - -- R/W LINE OVERHEAD UTILITY LINES - - UNDERGROUND ELEC. LINES - - - - - SANITARY SEWER LINE BLDG. SETBACK---- - SB - -- -- TREE PROTECTION AREA ----,TPA------, BUFFER AREA -- B - - EXISTING IRON PIPE LIGHT POLES # UTILITY POLE SEWER CLEANOUT o WATER METER CURB INLET IN EX. SEWER MAN HOLE °34,44„ \N i 26• _42 N/F LAWRENCE E. & JENNIE M. BASS PIN: 0930 -04 -74 -2455 PID: 190882 D.B. 988, P. 539 USE: RES ZONING: RR 607.OS N/F LAWRENCE BASS JR. & OTHERS PIN: 0930 -04 -75 -1120 Z lic) Z PID: 190891 _D D.B. 2419, P. 811 i USE: RES ZONING: RR Q z W 224.03' S 857139 4,5„ \N N 54.00' LOT 5 1 \ \ 3.07 ACRE \1 LOT 4 \ \\ MAX. IMPERVIOUS 0 3.00 ACRE \\ \ SURFACE AREA \ Z C\ \ MAX. IMPERVIOUS \ \ 6,000 SF I rn SURFACE AREA \ ? \\ "' 3,898 SF \ o° 50' LOT 3 \\ \\ \\ \\ 1 Imo- 3.00 ACRE \ \ \ \ 1 ► ` MAX. IMPERVIOUS \ 2s "A IMPERVIOUS SURFACE I \ \ m \ house = 2,510 sf 1 `\ SURFACE AREA \\ \ \ drive = 2,650f 1 I \ � 3,898 SF 1 o ! ♦ s° \ \ \ \ \ 1 M I \\ �� \\ \\ \\ IMPERVIOUS SURFACE \\ cp \\ ,m„ ti house = 2510 sf \ o \ o \ d i ve - 1 357 f 3/8 g4 Z I\ I 1 T 6 1 3. ACRE c MAX. i PERVIOUS m I SUR E AREA 1 3, 8 SF 150' 1 I 1 • 1 j I 1 I RIPARIAN B FFER 1 I 1 `" 1 J • N J�� LOT 2 ` \\ 6' IMPERVIOUS SURFACE \ \\ A� \ \\ \\ \\ I 3.00 ACRE \ house \ \ do. 1 MAX. IMPERVIOUS drive = 1,357 sf j SURFACE AREA 1 3,898 SF IMPERVIOUS RFACE \ t L IMPERVOUS SURFACE house = 2510 sf drive = 1,357 sf 50' C3 - IV N 00 °11'44" W 1I house = 2 T57 0 sf 0 1 drive = 1, sf N I / 00 697 �\�� 1 g 1 1 N 89 °55'28" E 180.78' s� ALL ROADWAY CONSTRUCTION SHALL BE IN ACCORDANCE WITH LATEST NCDOT STANDARDS SPECIFICATIONS. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES TO VERIFY LOCATIONS, DEPTHS, AND ELEVATIONS PRIOR TO START OF ANY CONSTRUCTION ACTIVITIES. ANY DIFFERENCES SHALL BE REPORTED TO THE OWNER, ENGINEER, AND /OR ARCHITECT. REF. NORTH I PB. 180, P. 59 TOP OF BANK PROPERTY LINE IS (LOF STREAM N/F WESTSOOD HOLDINGS, LLC PIN: 0930 -00 -75 -7947 TAX MAP: A88 -9A D.B. 641, P. 631 (PERSON) USE: VAC N 55 054'43" E ZONING: RR %- 64.37' 69.45' N 21'22'49" W 38.91' N 15 026'43" E N 38 003'59" E 77.06' N 01041'23" W 57.35' 40.02' � ao, N 02 °15'01" E .._° `'- -- •-- f. -.... d, �o,00 N 1� � I � 62.18 PROPERTY LINE IS rLOF STREAM 2,xx0 o N 55 °2343" E N 17° `\�� / / 2.10 RE \ v / ` 101.91' cclo q / 2p 0 644 / / j \\> �, // 23"'00 N 13019'54 E 109.48' 3g� c6 c) // �/ '/ �vP� % / 1 i 44' 24 +00 .\ N 34 °34'30" E 71.28' 44' ?s 6 / / � // s' // / �t�� / � � I r � � ` "oo � ti / LOT 8 �- N 28'12'06" E Z `-A "I / � �� / __ 89.93' C lg _ �"'9 °� 2 1.25 ACRE N 17 °25'12" E LOT 1/6 �e� / IMPERVIOUS SURFACE 1 I i I �� sow\ / / / / 71.64' IMPERVIOUS SURFACE / xo° // 3.00 ABBE -1-' �' house = 2510 sf ' i r �1 C� ?sxoo s88�0. ` a /!� ►house = 2510 sf / / w I 1 S 8 F / / / 3 / \ N 1 / � ,/ MA � RVIOUS i drive. = 1,357 sf v drive = 1,357 sf v / I I I 1 � ACE AREA � 1 I IMPERVIOUS SURFACE 1" I ! i `� Y �ti �� N /'� tip• ' 6,000 SF / i I 1 house = 2510 sf I 1 °ti / / �6 2T `� /' o �,�' LOT 1 / / /� / I 1 I drive = 1,357 s$ 1 1 1 1 ti° S8 2'0o c) �✓ / /QO 2p ^E /' 1 3.00 ACRE / j // / 1 1 1 r I 1 �ti�'988, / a / /' I / ° / /ERVIOUS S ACE �i I I I 1 I t 1 \ SO. d �� y / , LOT 9 ¢ `� IMAX. IMPERVIOUS / / �/ house = 10 sf ' i vi I I i IMPERVIOUS SURFACE 1 SURFACE AREA / 2 ��T 1 i u, «> 1 I i house = 2510 sf 1 1 F ?s, <\ ACRE I f � drive 223 sf 3,898 SF / TOF�'�F"�BAN 1 A jI LOT 15 I v 1 i �„ j drive = 1,357 sf j ` \\\ c�A 00 c8 w o �\\ 1° cn 1 I cn w 1 I 1 ` 2+ 10 ,� 3.00 ACRE I = I I A ; I I I 1 00 c 35 \ MAX. IMPERVIOUS I 'n I I w v l I 29+5e.26 so 1 SURFACE AREA I 1 I y 1 I ► 1 C� w I-- - - - - -_ _ 3,898 SF j LOT 14 I m I 1 c 1 30 +58.25 --------------- - ----- N 04 °05'23" E - - �' I 1 3.00 ACRE t t I �, _01 I 1� Al l5 °2� j v, a // 1 I r MAX. IMPERVIOUS i I LOT 13 I v l j 2p "F-- ----- ------ 466.94' 1 o �O �� 25, ► j SURFACE AREA i 3.00 ACRE y 1 1 I \ GA /� - -- _______ __ ? - � � / 1 1 1 3,898 SF I ______j ca v / / I ► MAX. IMPERVIOUS M/ 1 -J N c / 1 t 1 1 r SURFACE AREA 1 1 1 1 217.50' t �' a _ 25 1 I 1 I 1 \ \ V) H W Z W Q0o 00 Nry W10) W JQO Oir+jw0 � 0 (f) Z Z �p d m = O W o _.. w Z � °- V) LL z 3,898 SF I i 1 i \\ 2 \\ LOT 10 > s�, °\ 2.49 ACRE 308.75' - - - _ _ I I j 1 1 i $ \ \"'OS __j L?ROPOSED SETBACK i t 1 too � w LOT 11 1 r ! 228.00' - K �') r r t I 1 = 1 1.80 ACRE \ \ ! ! ! N 8 °42'33" - U _ _ i I LOT 12 ► "' 1 ! ► __ I o I a I E I 232.00' - -______ i 1 3.14 ACRE 1 1 ! S z I t- I V) I - _j 1 ��.120 ` I Z tL i M 1 W I z I 249.00' 1 204- S 18 °3'26" E 1 j W O w oo ! z r L___ i 27 9, I '¢' Z I 00 I ¢ r i i 1822.1 _ - -__ 1 1 60�` 105.79' 1 g ► c 1 z N M r O I ! ! 2 (TOTgL) 1 D 1 >0000 Ww ! d W ( ! M LO I 2 l ! 366.87 - _ - J 1 .• �fi I 0 0 ! Q t0 o i r J Uj 1 I Nwz r 51 �� i �� ! 000 1 ooMCnz I �rna0 cn� ' C° �' i ry� r' �d ZZ /iso.00' CO Wes- =O ! N ! 1- 0) aW Qd ZO m 00j CL z �LOcWZ Qz 0 col V n N O 550.00 m z O o z_ N Q. W Q i E N O0) m J U p U i _z \n z ! Q I 00 I F-- 00 00 (n x Q 1 0) I Q_ W r �om06 0 Z �o `""V)z r7�M�0 J 0-) n C6 N o w Qz 2 0- U_ z N/F WILLIAM H. BALL PIN: 0930 -02 -85 -6389 PID: 190977 D.B. 5775, P. 390 USE: RES ZONING: RR 105817, E N/F W. GLENN YOUNG JR. 33.18' PIN: 0930 -00 -87 -4306 TAX MAP: A88 -8 USE: VAC ZONING: RR CURVE TABLE CURVE 0-C) 1 X00 V) it W c0 ► JLO� (n� U i I' cr_ z I 001)n 0 550.00 1 1 co W_ WMpN00 N 62 008'54" W elf N Ld 0 V)Z r � :D 0 W 0) 0� Y o m i E N O0) m 209.25 U p W 0 CD Z i _z \n 550.00 \0- N 09 °24'29" E C5 z z 40.13 N/F WILLIAM H. BALL PIN: 0930 -02 -85 -6389 PID: 190977 D.B. 5775, P. 390 USE: RES ZONING: RR 105817, E N/F W. GLENN YOUNG JR. 33.18' PIN: 0930 -00 -87 -4306 TAX MAP: A88 -8 USE: VAC ZONING: RR CURVE TABLE CURVE LENGTH RADIUS CHORD CHID BRG Cl 367.50 550.00 360.70 N 62 008'54" W C2 212.25 550.00 210.94 N 31057'04" W C3 209.25 550.00 207.99 N 09 059'46" W C4 163.28 550.00 162.68 N 09 °24'29" E C5 40.14 580.00 40.13 N 19 053'43" E C6 1 181.83 580.00 181.09 N 30 051'33" E C7 144.49 520.00 144.08 N 32 °00'32" E C8 76.81 520.00 76.76 N 19 °26'33" E C9 19.63 25.00 19.13 N 07 °01'04" W C10 114.94 50.00 91.25 N 39 035'37" E C11 114.95 50.00 91.25 N 08 °41'11" E C12 19.63 25.00 19.13 N 37 °57'20" E C13 144.55 580.00 144.18 N 22 °35'43" E C14 102.30 580.00 102.16 N 34 047'16" E C15 140.55 520.00 140.13 N 32 °05'49" E C16 58.46 520.00 5$.43 N 21 008'00" E C17 31.88 490.00 31.88 N 16 002'55" E C18 232.48 490.00 230.31 N 00 035'33" E C19 1 584.03 490.00 550.07 N 47 °08'42" W C20 31.65 20.00 28.45 N 27 °25'43" W C21 160.93 .325.00 159.30 N 86 057'22" W C22 186.71 375.00 1 184.79 1 N 86 °5242" W C23 31.23 1 20.00 1 28.15 1 N 62 °38'55" E PROJECT INFORMATION 80.21' N 65 029'25" E 100 T S 86 028'20" E 31.74' N 61049'23" E N 24 °37'21" E 50 1 inch = 100 ff- ;,y, REVISIONS