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HomeMy WebLinkAbout20100494 Ver 2_Site Plan_20100716 I . � I� - �, , - , 11 I I , � : I I I � I I � I— I� � � I I � 1, 11 I : �,,�I� �,­.,1 i�,e:;����,��:Cl,.,,,.,.,: ,,:, I . � I ,� I 1 � I I I , � , .,�:�'�,,��,��:��,���.":'':�:--,�.....:::,�,,,,�,-I,%�. I �. I I I . I�I - - .1 . ­11 11:­­111:.�­i � . . , , , "I .1 - 1-1.11-�I - I ­ -,­ - -1 :.1, � .1 I . 7 1 "- 'I'll ,� 0 �Z44. I� � I .I I � I I I I � . ^ I . - �,t i-�)-��i!.,-� -�. � I I I�, � I I. . I I � - I ��� I I I I I 0.0- . . 1-11--­ ­­ -.1. .1. r i v I ­ - � � I I I I-'� ,I � I I I I I --, 11 - � � - * T, j �T � I - - , "�� - -I i III � T-/ "i , ­­ ­­­­I�- . = � *STARTED AT#100 S ARTED A #500 :­ , I \1 " / I / ­------,­­­- , - � W - I I I I I � - I I I 0 0 UJ . ­­ f�, - - -�,':§ ,: � F ,�e I � .1 -� ­­ I 11 - - ­ ­ � I ) . .-W . I . ,� " \. . ? ­%­­ t­ � tt I -- �, I--- - \1 . - -." It— 5"g. , F, I't J �, , -� . . / / ,­ . � 1 i E��-� I Al/� f J t TREE I TREE SIZE TREE I TREE � TREE SIZE TREE TREE TREE SIZE� TREE rn � I . �-� - -���, .-­ .- ��I", . �I !- I,i NUMBER (INCHES) TYPE � 2 - \"" ^. 111, - I �, -­­­ -.1 7 19F I . ,I �- I (INCHES) Tlyp I I-— i�Fl - - ­ rz, NUMBER QNCHESY� I " . �1. A < -� - ,�- � j 1 ., if M� , ,�IJtt, - -,:.---,,e� �­:I/�z- I f i 1 26 OAK 121 12 OAK &in � . � e -- - . � �, I I � , a ­l-­-1j-l­ 11 I - .y, ,� , �F �. I I �, r 5P0:, , � , ,�10'.�, ­1 MAPLE 0 ­­ 11"�,t yL Z,"fl,,! � _,�- I/ - � - - , �- - I.-I_ \­ - '\ � . . '*-N / I �/ / � -�--311� �f " I , --I?tF. - / .1 , � ,�F 2 10 CEDAR , 122 18 OAK . - 501 L 9 L � ,26 OAK � � rr�.L L I I��L I r 0 77 L L L L L L r r --- "*,\ . ( i";'L -� r�, ,e r­. U.&A. I / - " , , ,---' .L ­ �A�:_ -t � __- ,- , I L,r 502 L ECH r I I.,L 9 It. I I F f, 3 14 OAK 1123 10 OAK r 22 L99 r.�r R 1 9--9-1 99.1--L,,­r­r��,�!,f 0 ell. . f Lr - r L r' ., ,­ 9 �:% L�9!�, ,9- -' L' I L _ I r. ,!_,�_� t,�9 lr,�x . � ..y .. 124 r rr,�L � ' 9 11 ­�;--"r .- .-­ ' \, . ATTORNEY I --�,,I -�,_,��:--,,.­ i 'L I 1­ ­­ hl­ S. j I _", L�� , _ -,--------- --- 91, 1 r � �� ,.I U -., L 9. z, - , ____ - � I- 4 22 OAK L 12 rOAK, 9 503 , , r 18L� �9- CEDAR I � _ �,� . ARCEL ID:143370 LL� , - 1 9 _­ 9 l� - ,_� I L' I I r I r I I , I-I I 9 I o 94 ,- . . . .-L/ ��_ A * 9 L,r a,I r,_ )o....ii __� `-­­� OB 404 i EXISTING 1 00 YR - , '. -- - l".- ,:_,� ir 1 � 10 I OAK 125 K I I I 1­1­�­Lt, L r. 1.j I _ L' , _',__,--,",---- -' _�L ­-' -�-- -9-9-r,7­ -.L�:­­ '­LL -­`4 . - .5 9, 1 2 OA 504 18 L ASH r ,. I"Ca - '1� .6 .,;;�-, I --- -- " I , Il �' 'LLLL / _ __ r I I I r, I L r ,L I L ' � L ,� L �, L I I ` \,--, --- � 7"l-­ , L -­-, -"9'­- FLOOD PLAIN - 1 , , ---'LLLL ­-­ - � � I . L "' --1 I om -, ,--I -- ­­-'91 USE:VACANT-COMMUNITY SERVICE ' I. ­2" L'� - . L'V" l "- r- 10 9 OAK , 126 10 BEECH, r 505 24 BEECH , " v �I I r I-I I �� �� I L 9 ­" -1, ­-",'-L-, � SFE=238.00 INVENTORY SITE BOUNDARY I NEW I ­ Nd".qzin. " /s".2 ,r --I A F L. t 6 - - - : L '- -f , � " � - , - - I ­� , - 1\ , " L'� ' �r , L � " �0" L I .:��­, eiig_j, ,IL�� ­�­ I ZONED:RR I / -APPROXIMATE DURHAM COUNTY ADOPTED �� ` I I 14 ­ ", �,,L ��9 - 9 9 . - -I. - � 9 9 e;,,­�� ­ -- � ., � 11 _ _ _ � /' '\ � ,,)­�L --tr.r­�,9 I 1. i )I), -9.,�­ , � ­ %,, -. .-----.-IsUBURRAN TIER FIJ-B �r'L ­ ----­-.gr -9'''-L­2 .1,� �,!It L�t'_,L'' "I�,�, L,� 9 - I ---" -r- � � � - � j� l I -, - - - ­W , �- 4 M " , 1­1 _­L '­­-9 J� , ­ - � - ; 1 9 127 606 18, OAK t " ­­­­," ( - . '/ F _ __­­;­ ,,, -9, k _ _ _ i__ ­, ­IOPE CREEK i , , i -",_ r �rL') ­­ ,. I -­Y � N -91,-- ,--­­ li 1- ­:­­ SUB IMPOUNDMENT.BOUNDARY ISGENERAL AND - � � " ' 49�l, ,., ." ,Ll' ." L 7 12 POPLAR I 1 129 OAK L gr;­`�, -- ­1\1, ­­ 1/ , � � ��- -I'V'03�E -­. -�L-L-9 -------9� �� ,,I.1 �- -- . 12 I L I-&-r --'ro -­9. -.9- - -- ­ . , , v I , 8 12 OAK 128 19 OAK 507 18 . ­ _ ­1 ) W ­-� / .� '* ­ - � � - -,,,.-r ­9...LL'-­� ­------­­ �L � 1 , ll,9, . , __ _9 SOURC E WAt� �9,, I a - ­9- � � r I I I - - --­­­'L -­­�-,­­ - 19 - I r.�, - - . - ­,- -­� r � ! I I r "'7�r"L,LL I '---. I -, -4-9,:,�, , ­­-��--777�-,- i .r I z 9 - �:'7�r­L­­;4--_--- ., - ) ­:J�i_­ LL­ - I NOT SURVEYED,BOUNDARY I , T1 -l"! r,l -� t���, ­­JZ I ��L'-y'' --­­­ It-4)- ­(-, -4 - 9...9 - ,, _ ... _ ­ ­ . ­'­ '! '�� ­­,'.2,,. .,", - 9 -­­ ­L I ,� - I ,1 9 ,, -.1 1 24 PINE 508 � v­.,te _9­91 NW - � - Lq�' I - - -- --A, - I l � 1 L r � 9� -1, ­r , - * ::4-­ - ­-, -I ON A l.:2-4000 SCALED USG§MAP� , 1� it, "� fl - , -, - 9 I ": ,, i,­e - I 9 10 OAK 129 , ,___� .____ ,/4_ L:��­­. . j \, ---, r -�/ /-";::`!!�-� ,­- _­­­­ � "' - 99 , l r,%,�--' , - - � 9 � ­­ l� _ , 70-t7i� - _�r -- 9; , 20 BrECH -_ 4 -�­M - ;;� -9------�V L- - '�!!-�r-��� -- ­­�- :­ APPROXIMATED 1. .. x - .� "A �L i J-­��,,L/ -91 -.1. , -L I � --- -.- L r ---.;,'"-II� ��, , �"..- \�-->-'--'-"L ­t---( -, - 9 1 0 )f L ­­ ­ I I.,r - -- .-S ­4 r-.--- -- ­­ - L, 9; ,-l � 'L I �----r- "_ L�, - ­­­:,­,, 9 9 r, ,," - ,; - I- __­9 :::-­ _' ­- ­-r----.,-,9 - . 4 lL' �'L , �L, 9 � _�� -­­ U.S.A. TO FOLLOW THE ELEVATI - �, L' .­W�� ,Ltt ,LJ" eif � jr,! , ,\ _: -- - L' - ­ . , I ,\/�&'hr.......q _ --- - - __ ­0 I ) ­ __".I'L / OW250,CONTOUR., � ,I�, -.9 . ��,L', _ . ;C on _ t � ,I 'l- , ­ , , ­ l" 10 10 OAK 139 10 OAK 509 26 BEECH 1.1 . I I r' " .rjj;;;�' '-�,-" 9"'l 'IP CAPTACK -..91 I-It,.,",­�,�. 1'? ��� ,�- -�'� f,,,'I (",-1 I - t'I' ., � �q'.., ," - kr- ­9 , - � �,q 9 r , -­1--­­­­1.....-, �­­, - _,__,,r ­­­ ­­­ - . P , �o,­ � 9...�� - -- " I , 11 10 OAK 131L ,I PINE 510 18 , I OAK I ! � I o�� _r � l� d 9� 4 9- 9 r',L "#'E:-��'­L -- - -1 �, _j. ,,;;���.,��,I 9 ­_9......­,.....9 -1 - . ,14 . ---- , -­��-zz� ---------<-- � "�L � .-9-...-'L'­9�­­- 11- -'.L 4-9­1-9­ DB 355 9 ' �� .... 11, III �jL L, , _,,, " I . - � �i� �� ;J i j , I L I . T/ -- - .___ P.828 9 Lr I 1.I � , ­ - --,,r ll . .. LL � - � � ,�I If if r I ,- I I ' r L " ­L, I 'r q 1,-,lr-j, ___�f, 'I fijj r 1,32 L 10 L (b - /- --.----I , "":z ­­-�� !)l­­­ -A-.I&, --Ip-­�. �",,� - r -." 11 t, '' "T " �gil I'jr,0---\, , - .11 X �L�;I��A . 9 . I4 . r , r'9 ­­­­�L, �',',� , � .l, , �,­�q,�i L, -7-1 If , , - - - �_­­ -� '-k : --, '­ L -- '�4 t 11. 'r I - �_ , 'J�­' ­­ �­­_0 . 0 ­ 0) ­ -- I . . , - ­­­ - ­-�-­N r ..L - . l".. , ,I� j� _ I ­� ­ , .� ,l, - -, --­-L...7", __ -." ---I I, -- �; -,- �L L_ I . I , �D , " � -­­- ­­­,L_­ �, �:­ ,­1­7--+ L­ �-AQ5­1' ­­' -- 7 1\ -,7 --­---,.,,­ %,­-.-11 L ­­­_ PARCEL 10:143565 9, -r r -_ _9LL�..-�''­­­q� t i ,j:t I �� -�,i��J,.".'L,­�, � ---�,j ..-"i ­.J­M 1Q!4 -­­ " .L'"' .00 - ­L­­.'�­­ -­ ­ " -CD r ,Rfl A I ,�, ­ �-\--/ ",- ­­ ­ Ill-r:9-11.-1-- ­zz�-, -�­ __ '­�. _­__­­,��' - ­­, - �",, LL,-" I'- USE:VACANT-COMMUNITY SERVICE / , L- '� ­r, .9 99 '. �, - ­l` ,--".Lr., ,, 1-- l � i 12 L 14 OAK , OAK : 1 511 ,LLL 128 L L r OAK L : 8 0 r L L I - - ,r tL r I� , ,­ ­, ''-999....r', ---- �_ � ­� , I i - , ­ -919 )I� r r L �F, -..- ­­�-- ,4, � .� :>,t (" --1. .L - - - �` - - � . - I I - ,­,M'L ', -­­ _, ----- ­­­.­ �LL , , lLq r.rl I I n L- �t, ­'­... 1"'l A , l 1?.,r� e R,_- A I L L I r L r.I 1 9 r 1. \, - -9, - ­',�2�,L N __ L L L-,L� 1­��J­ \, - - ZONED:RS-M 7 " �, �e ­r -.9 ': ­ . I 1, , �,1­- 1.­, � .ml �- r - L',, . �L,,N- , 9� 9 9 r . � 5 1 -- l) ­:� -- -­ ­ `­`-"L­ - / . i/r L , " I- , l , , 1 512 L I k t __ a�� - - - L - � f �, � / "LL "' .,"L _ I ,�Ik tv I "­­", 11 -, ij 18 SEECH 'a L OA 1 � _ '14M."t, 1� - i7z, '�.V IF I L r L r r I r j'L 4 ­99 :�-J-­L L, L...L,, -/,-:1- 9 r a:, ,;,_ 1,10�" I , I/ , 0 Lq 143' r . r r ,, r ---LL--.­­____------­-1---- -�I, - _,1 91 - --- W- <­1 F,- l, - - .......I...I::.�­N-­N -- - , - ,"W ,jr , 0 �, JI7 Ij f 1 13 10 OAK r , " .� '- I SUBURBAN TIER III/" '� � I � \, 'y,� .f. L r- . �- "r ,",9 -f�­-­-­=" - 9 . -- 11 .9 � .� ,� IL r ,.11 ". 'r _ Ij ,, d r9, 9 z L .e ., r '�",,i,Nk, , '--�,-' ' �:.'j­ -9 9'­q­..­ ...� -­( _� 9� /,// �. ,-­_ " I �, . , r,,",, 'L ,f�' � "i -r"t v r�1 14 18 OAK 134 1 16 BEECH 513 22 6 8 Ir "'t", "ll'", - ­-- f -1 .1 " ,�'. ­ -- , 'ill � l- .-­-"­,'L-,,,. I,, ,1., "L ,,,, - I , I , 9 1 1 1 .- '­­'-.. "'. "-- ---------L L A,( / / - . ".-pb ijl%j, 'Y / l." 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L TREE TREE SIZE TREE TREE TREE SIZE TREE TREE TREELSIZE TREE r TREE TREE SIZE TREE Date: L L I I r I.r, r SITE DATA .r NUMBER (INCHES) _rYPE - (INCHES) TYPE NUMBER (INCHES) TYPE- NUMBERL 0NQHESYr 'TYPE . ' APRIL, 2010 600 t-16 PINE 629 t-1 2 DOG 1 700 1-1 3 PINE 1729 ' L�I I-10 r, I PINE I L L ' r TOTAL SITE AREA: ±17.43 AC.(±759,251 S,F) 601 t-16 -PINE - r CID- 701� , i-18 I PINE � I L r 730 1 t-10 I I 6.-W Lr,r r � kso%a- 602 t-12 i5l-NE 630 , 0 2 GUM, 702 r I t-16 PINE 731 1 t-19 PINE Scale: I L E U tz N Eft) TRACT 1 603 t-14 PINE 631 t-10 MAPLE L 703 t­1 5 PINE - I �732 L t-1 5 PINE I I. 1 if=60' SITE AREA:9.02 AC.(±392,91 1) ZONING:CC(D) 604 t-10 PINE 632 , 0 2 PINE 1 704 t-14 I PINE r' I 1 1733 r r t-15 r r PINE I ­ . t-14 PINE 633, , t-10 MAPLE 705 PIN 734 11 It-I 10, _OAK, Drawn' ­ , r . vrl: CB=CATCH BASIN CURRENT USE:VACANT DB:2388 PG:340 605 , t-1 4 r E I t_1 I ...­­� LOCATION:7806 NC 751 HWY,TRIANGLE TOWNSHIP, PINM 0718-03-13-5168 606 tA4 PINE 634 t-10 OAK . 706 t-16 PINE .IL 735 1 IL OAK r L L �:;�­ 7=11 FES=FLARED END SECTION DURHAM COUNTY,NORTH CAROLINA WATERSHED OVERLAY:F/J-B 607 t-12 PINE 635 t-10 MAPLE 70-7 t-19 PIRff- , 1 1736, 1 t-11 8 I L� . POPLAR I JPD ��Z-s 636 t-1 3 OAK 708 t-1 2 PINE 737 0 8 PINE DEVELOPMENT TIER:SUBURBAN 608 t-1 4 PINE I I I , � r. ----4 FES=FLARED END SECTION CAPE FEAR RIVER BASIN W9 t-1 4 �TN-E 637 00_ OAK 709 t-1 5 TWIN 73-8 t-10 OAK : Checked: `� VAIQ,I PROPERTY OWNER/APPLICANT, 610 t-12 PINE 638 I W 4 OAK L I MAPLE - MPA I r I LEE-MOORE OIL COMPANY CONTACT:KIRK BRADLEY 611 t-13 71-NE 639 t-10 OAK 710 1 t­1 2 PINE I L r L I :, I 1­1 . I r 711 t-14 PINE,, r r - - L ,�.L�',' * 6�O t-1 I PINE, r, -- . ,, - I �'­ .1. FH=FIRE HYDRANT P.O.BOX:DRAWER 9 PHONE:(919)775-2301 612 t-13 FINE ,Project No. rLrlljl I ­i- SANFORD,NC 27331 FAX:(919)774-6967 -10 IINE 641 t-1 3 PINE 1 712 LA 3 PINE, r 1613 t -- -_ 713 W 5 PINE A CP=CALCULATED POINT L 614 t-13 P-I N-E 642 W 2 OAK . 714 L W I I PINE L I 1 200-88 1 TRACT2 615 t-1 0 CEDAR 643 t-1 2 GUM 715 t­1 2 r PINE- Computer Dwg.Name �L -I I SITE AREA:8.41 AC.(±366,340) ZONING:CC(D) I r - 644 L . t-13 I GUM L I � �rrL , r L I:I I�I r,L I L r.�, ,r:,., n EIP=EXISTING IRON PIPE CURRENT USE:VACANT DB:6127 PG:195 r L �:L I I � 616 t-15 PINE ----- . r L 716 t-1 0 ,, r MAPL" , I I ILL'L 1 L %=:`17 I L L ­r - 617 1 t-14 5TN-E r645 , t-1 2 OAK , I 1 2001-86 Sht-62-EXII§flng�Dernoi L � ,�,:iLr , -.,:r L L I I I I r,L L- 1 717 -11 r ri.L, L L I I � r" r - t :�, P'NEr - I "r %L ­:�r::1-1-L.r� ­­,%:L r ,r r I r .�I i Lr :I,r,r�, I r LOCATION:7906 NIC 751 HWY,TRIANGLE TOWNSHIP, PIN#:0718-03-12-6501 r 618 1-1 0 CEDAR 646 , t-14 OAK I L 71 8 r I r t-2 1 4 i , , PINE L L I L I r r 1�­�:,L�­L,L r'r, 1.r,L",".:,��'L�,,r L � :,r,r ,I�, ,r�11­, I I I I - DURHAM COUNTY,NORTH CAROLINA WATERSHED OVERLAY.F/J-13 I , , 11. I r I I � , r,. I ,� r ­ I - � I I I r r L L L' 111:L, I I::.L L�I I,�. I ,r L I It, I A I 11 ED MON=EXISTING CONCRETE MONUMENT DEVELOPMENT TIER'SUBURBAN 619 t-12 OINE fA7 , I t-11 0 OAK 1 1719 � �r t�IT7- E 7 I L.I I L L�­,�'L,:,­��,L;,.,,�.,.,r., ­'r,, �:�L�"­,LL,:,r-,L:.,:f�­'��­,L�L'­�".�:''r I L �I L I .r:L L I LIL I L' I 11 -- 0 I GUM I Sfi r r 1�LL r I 1 : I 11 ff% . I I I L L --- 1:�1'r IL I -W- W=WATER MAIN CAPE FEAR RIVER BASIN I I 1 620 t-20 CEDAR 649 1 00 OAK �720 1- �w PINE eet No: I r I �r L', ' I r A K"'" r , I - t-1�0� L � I PRELIMIN " T r� ,' 621 t-12 PINE I �721 L I L,I- r'- --#A-PL� I I L I I � L L r - NORTH r M t-14 CAK r L . I r I r LL I L � L 11 r I r L L. I -SS- SS=SANITARY SEWER LEE-MOORE CAPITAL COMPANY CONTACT:KIRK BRADLEY -- .� .L I I I � 622 t-1 5 PINE I I I I r r 722 - - ':r!�A PLE r � I L L L r �� : ,L r rr , I I I : I r r I r I � I � - LL I L I I I I I � ­�rL jrl?r�r�i;: 'i - I rL ,.LL I I . L L r, I I I: r: L I IL I . r ".L, r L - r I I - "L: (PLI3 1 153 P 225) 651 t-1 0 MAPLE - � , r.PINE I I I 11 .L I �r I r Ir L� Ir . L I I I L I r I I L.NOTE:,L , I L I � , r­ :, : .r ,',': rL L r -OE- OE=OVER HEAD ELECTRIC P.O.Box:bRAWER9 PHONE-(919)775-2301 . . . 623 , t-10 CEDAR r I -1 723 1 1 L ti��4� �'r L ' L r% � I L L 11 . 1, L'r l,r I r. Lr ­ _ :�" ,�'­:LjLr.�,� ,: �' ,, I �r I �­r I r�'­­ I i I L ' L 'L I r L r � I L r , 1:��L�r :.LL - ,­ L'Ir 11 I I L r 11-1 'r' L:,­, , t L I � � I r I I .1 r , . I L ,­:LLr­,r L 14 G- G= 652 1 t-10 MAPLE I 11 r 4:��:'�� ",!�� , :L' -'�­r I—�:L r: I IL I, I �' L, , I ,;r FOR REVIEW O"i GAS SANFORD,NC 27331 FAX-(919)774-6967 624 _16 PINE 724- L _L r r I r I LL 11. rbk,A ,1.'..1. r I r' t�j�,i �.�r ,'PINE� r I L I : r , � I I r r I . I "�fr I L"L L r LINE I L L L L r . I ­L'r%�11 I r, � L I I I L fdoo PH C.SURVEY BOUNDARY ATION TAKEN FROM ,- r &93 1 W 2 OAK r L r L - ­ r r L I r �I � 11 rL.LLr.:'r'L .r,,,rr I LTA ILE L 'L ��,�­ �L�L .1 1 I i". L I RMATION tA , , , L ' INFORM Q�,PPI PP=EXISTING POWER POLE r r 1 625 t-10 OAK , 725 L :. I�t-j 6 I :-, ;,PIN � r r,L I /. L I I L I I L r"' L I r, V L L L '. I --------61D`­ I 0 60"­Lr 1 20' � - - - I E, r r L r r L I L L I r r L LINE,rr L -LENGTH.::,, , :, L:::LBEA"Nor"' `��- I INFO r BO L KEN.FROM MAP PREPARED BY CE GROUP INC. INOT RELEASED EOP=EDGE OF PA EMENT TREE COVERAGE REQUIRED: 1.74 AC.(10.00%OF SITE) ILDING SETBACKS: I 11 I I :1 r I� 654 t-12 OAK r 7�6, L Wo L OAK LL� :,� r r I ,r I L I _ L I- I , I I - I r . oo L' ' ­ , , , ' , bu r M 0 0 IN;r all Lr LL� i­:� %r2 ­-� -I 1 626 _ t-10 PINE 11 L", I_ � L�r_ L� ­ I 11 :� r r,:r ,r :1 L "I I I I L L 33'E, A L'�" � ENTITLED UNDARY SURVEY FOR LEE-MOORE OIL COMPANY" -11 PINE _�o .r r­:,:r , I-1 L L .r L�Ller,� ,, '�Lr�.,20.32 IL Lr-r -S88*28' rmmmmm" 627 655, t 727 L PINE I L L r, I I I � r L 1 I BOC=BACK OF CURB M M N M M I t-10 PINE 'r r ,'L� L I 'L- I r I I r L r L I . L � r r L2 'L L 20.12 � , , S88*2W33*E, �L r DATEbSEPTEMBER I%2000., r L FOR CONSTRUCTION . — . 656 _ t-1 I MAPLE 728 . I_16 I 0A L , I I� r r , I I I r L L L OL-I I I I , , , L L DATU ' 628 t-14 I KWLE r I I :. !� L r ,�L I L L I � I , L I I , I THE VERTICAL m WAS ESTABLISHED USING RTK GPS AND IS I I I R/W=RIGHT-OF-WAY SCALE: 1"=60'(Horiz.) I L L I I �I L,r � L L .L r r I I � , r I 11 10.36, L S8W28'33!E� ­r� ' r I I I r ,r - L r, r � , r , r ,L L L- ­�"' -�::�!�,::­L.;­­­, _r­,��L�, :L� '��,�r:L -_LL L I I I r L3 rr I I TYP=TYPICAL I r I r I I I ", I , : L L L ",�ij­�'� ,- _�_ ' r I r I I I RELATIVE TO NAVD 88. � - r r L r r I - r r I I r I- - L L I r ,I L I L r, 1 ��L: ,t'I:,��': � � r r ��­�," , , - i, ,r I�, r r L4 �,ir ". :L r, 40.82, � .�r r I , ­ I: I I r, I L I� :L L , L-1 I ,r I ,r r . L 11 , r L r. S88*10'34'JE' r� rr , r I L 11 I,r' L.1 - I- I I ­ r, r I - I � Ir r. I I r- L'' , �I �r I I r L - I r L 1,L L:' I � I L I I -. .�L r I r r. I I I� 'Ir : L I. r r IL I..L Ir,�. I I r r L L L� L - r - I L L I � - I I I . --- I I . I - . I L �11., , " I .1 !11 I I -, , � I , , , � , , I I -- I ERE E MISER 1 2 1 1 1 22 1 23 - ­ I 1 24 $OAK ,i--�,2� � ( �- I 1 i I - I �1! !tf ,� / ;_ I I -"',7�-- -��--,r 1(7E. 1��,/Iv 71r ," ,-� "'`- 1147A I -�, ---,� � ,�:_.'.i 510 - - , OAK -- � PINE,�-, r -t � " OAK AN POPLAR I Z!, I i R 1�1 I � , , � I I " i ", , " , �/ � � , �, , - ;; I ­ , ` -1 K 0 1 ,--�i� , I I': � ,� I 'i, , " - �L L I I L r � I I r I I r I L � r L L L I L L L - I r � I I I I L I I r I I L I I I I LL I L�: I � I 11 r,: I : L' I L� L� r r r' . . 11 I ,L I L L. r I I L L ­i � L . : I I r ' r I . I L I L r L I I L I L I I I I I I .I I I L r - L I I L r I I r I , I L I I . � L .r ,:.1,I L L ­ r r I I I r I L I I r L L � 1 �I I 1, I L r : I I I I rL I I I . I I I . I I I I I I L � I r L I r r 1, I r I I L L ­ L I L 1, I rL L I I L L I L I L I L r L L L I I L r � L I L . I , I I r L L I ,L I I . .. � L:,r I I r r I r rr I ' I L , . I I I rr I . I I , L � L r IL :L ,: L L L I I r I :�.r p � 11 I �L ', ,r : I r , L � r ­r, r L I I I I L I L r 11 L r rL r ��� I I I L rLL � : : L 11 L r L I L 11 ­,1. . -r Lr L I LL r I L .r I -,L . L r I I� r I , r L I I I L r L , L ' --:­;r r, I ' L L�L 'L L : I 1. L - L'I L : �L: r � . r L :L L L L,r z I L� I L L I L,r ' 'r r r "I I r . I I r I I I L , r I L I - I L I � 'I L r � L L I LL r,L rr -L­ I I 11 � Lr �r� ­ L r L I.:r 1. ��: iri I :: . L .�L'ir:L�: �L,� r ' I L Lr r rL I I I �r :L I L r, I I r I %: ,r'i ­�j L L ' � . I 11 I I' L I I I I I I L L .1 rr ,: ,�, : �r­L r L 11 ..rLL .L I 1,r, rLL r,'i �I i rL - r, �. I I. I I r �­ , r L L - : , I r .1 : I I 'L I I . L r I . L - 11 I I . r L li � L I r I I I r r� L r : �I rL I r rL L I rL L� I r I � , ,r L r ,I I I I � r' � r I I I L � r rr � r,I I r .­ I I L r L . I I L I I " I -'-'-L-- I --- ------ - ------L- ---- - ---" -- ­1 I-- -­­-" ------ ­ - ----- I,- - --- ­-­r L 11.1 - ­ -- L- -- -- - I 4 USE SF OR ROOM QTY. I RATE (SPACES / SF) PARKING REQUIRED it Improvements r t Initial Submission RETAIL 10,000 SF 1/200 50 SPACES im Mass Grade Entire Developable Limits to Pad Ready Condition 0 Storm Drainage Trunk Line with Stubs to Each Parcel RESTAURANT 10,000 SF 1/100 100 SPACES Perimeter Retaining Walls A, B, C, & D 9 Water Quality Pond (Will Be Used for Erosion Control Purposes Initially) ARE PR[,11MI NARY AT THIS TIME HOTEL 271 ROOMS 1.25/1 ROOM 339 SPACES N/A SPECIALTY 85 SPACES I Erosion Control Tree Protection Landscaping/ Hardscaping along NC 751 ,GROCERY Entrance Drive and Shared Access Road A Signage at NC 751 / OFFICE SPACE 12,000 SF 1/250 4.8 SPACES Main Sewer Line with Service Stub to Each Parcel 0 Non-Municipal Utilities with Stubs to Each Parcel (Elec, Gas, Communication, etc) ___- ---- __ ' * INCLUDES 38 SPACES TOTAL PARKING REQUIRED PER UO 622 SPACES I 40 Main Water Line with Service Stub to Each Parcel UNDER RETAIL/OFFICE ® ® BUILDING AND 70 SPACES TOTAL PARKING PROVIDE 53 SPACES* -� °� UNDER HOTEL _ a / REQUIRED PARKING REDUCTION15.0% — -- ._._ -, � � � ® � / I J �`-- �- PROPOSED RETAINING — ® � ...`• --' •--� ROPOSED RETAINING '® /4 7_ ,�.I...�i i,*..�...,I...�.�-..*,.':-I...I.­-,.�....�..�*:iI 1r1 iiii­i�......,.......,i-..-.�,�I�-I i'....'........I....\i'1i"I�0 I,,....�.-.....:..I...:�.�.�,....-..1I:.I�:�II*-0 1�k1�,......I......�-.,...:.� .\..�*.:.*..�..*:II.I�....,�:..-,�.%�...�.�:.:...... _,j..I.z...:�.�."IFr-.I--II:1:-!I II..:.,.�:-�.__.I-�I.1...--�1_--_-__I_—t_I....-.-�.�,-,,"1.(11_"_-Z..-,­-...I fV1:�ii1i;�I��l­,I,�­/I_I,-'I II,_,I�2�i1_1i��l �r--;_Z I 0�;��,I-�0:i-"�':,/ II _ " ' ?SS I1011 ­ _� 1� WALL "C" ®°mow•° �_ .°°�" �,.�-."'. / / II I II/II _ __. I 7I JA'�,�'j1I Il_�I�,\�I�I��_�I/­�,I\1�I,1,I,�":.i":,I�_,�_�"II I__10:'1,�1­"v��1_�'_1__,-_1���'_8-A-,F'1,',�,_ I N 260 �' 1 it - 260—�.,�` ® ® / I ; O _._ � / / STURMWATER 15� F � \___ 1 ass �POND C --� �`` a} FFE= 270.65 / y,�, i �A,_, 17 un�r.� YR 1 ; + / �. i '� / 1 � / .�. / 11 / + .32 : . - ��-�� 1 lIIl 11 " . ``� ` 255 / / I: _ BMT FFE= 258.65 PARKIN FE= 261 . ' I 260 5 I 1st FLR FFE= 270.65 = �/ . . . . . I 1 s FFE 27 .60 t : ' : ' ' I ' . . : : . . . . - ' � _ I j ..._j � � - ' I - ' f j - ,.� I �( ' . : . : . : �1-/ t t _ I 1 /� � � 7 .^_ - I � --------w, ,r-•;,;,,- r-.�..->-Fir' 1� � ,- -, •I,L j`� � I 7� '#i -- N �r ff ! a �l!q �_�. - -t rye $ °;- -t ✓fl! i� �� �I j� 7 _- 4 i iI t;1 ,a j O ! fp' :) 'ter^ / ,i` }� } o z � ��.r �.. f� � �� ..tea,. L G g °'� ! r 1 'i I �I ! ?!!I O . or i l_ i I �- �� ����. - — — a � L _l : - �r a t- - , [ t T } v --� , " , , , I 1 . .u,�,� . _�� __ . I I i :+ �,9 - 1 I 1 j. q,1 G. 1.C�.vs�t,J _ I : i , , ,�• ...---• - ®`1r ,I I_-- L •'J I:..- o , , t __w� _ - ....._ i 1 : #� �. 1 � l t;t{. I I '� 1 1 I ,. „ II a""' _ -'1^ I, �...._,..--.-.».....-' q •,...,,,. .,� / �7 . . . __ ! IVE A .�® - - 270- , r g __F C MON DR I;,_ qu E N _. , _ _ ._ I . -...r { _ , i . „ , 1•M.... 1 . ', __ __.. ..._ PROPOS RETAINING _ _r t' - � � � .� gem � ���1 - � �� 1 -- a t It - ! 11 8� �` 911 1f7 I It z t WALL D , . 1 _ 1 _ 25 1 ` i ---- I \ I i I • t y:.z: .., . I / E j 30 �__ _ 1 \/ ` y ,- 1 �• . I _.� 3 _— i 1 _ - - _ —��'� t 4 �`_ �. . . . . . . . $ 1 ' t �I _ ; . . . . ; , _._ - _. . . . . r 1 0 , i ,,,. ,II _ . . . 1 ,.. t t _ V . .I / /" r i, 1 I� i _ �, ;_ -- _ t _ re__ ,,,i - I \ _-._- A - - 1 _s ( _ - . 1 i �' ... I�_:,I...IN I��_�_.�.�\_\�...�t 1_i k��v,I,A.___(_I 3_�11_-�i�1.I i,!-,,I_1_,,�1 iI\,_*_,i__I\-�1 . � �- i -- I _ ._1 I I. , . , v,,�- t: � I1 .. _. . . Y - - t t - 1 It - __ _ - � 1 , 1 _ . �.. - _ �,� _ . r f ►ti , I . . . . . . . . . . � f: V 1 I__ - _ - _ P I ,/ _ _ - �� 6� e ___.. !, / 1 .x 1 __ �I ,I / _ _ l . . I _ _ _ ; f __ i� i r �. _. _.._ - �° I �\ . . . . . . . . . . . . . . . . _.- _1 :> \\ c - 1 . _- _ __ . . . . . . . � _,___ ___ g �. r ; __ t ,. ON _ _� � w v = _ 11. . . . . . . . _ 1 . . . . _ _ _ _ - � p VE" �� 1 �__ o L T I M f"` _ _. . . . \ o, ; 1 e . . . . . . . . . �. -' ��\ 33 �1 _.-. �� _- I - i 1 , . . . , . r- ( a f . LOT I. _ __ 0 C --- _ -- .� f .4 _ X . . . , , . . . . 4 1 1 I . . . . . . . . . . . -r(P.) 3� A PROPOSED AINING M ! 1_ = ��, o� , 0 . . _ , __ -- _ 7 a ii \ 11 �i 1 �$ _ �_ 0 ! t l �V VA. - + + U3 \ S, . WAL „ :, -; , 1 !f `V..h, .�,,. \ 'y '`1 ao '1:i i o f I- f./`r": _ ,, L (1 a,,-,,_ \ , \1 iA r __. — fi �� ,a ,� ;I t � �- - -�♦ i) � PARKING FFE= 26� ,� I r ? r v li --- 1 _._ _ -� \ e� . �' A \ i aD ii 1 1 I �� _. _-� ' I " t ( _ t4 1st FLR FFE 281 00 � \ I . . . . . . . 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'�_*__.1"1.��-I.--- .'7__-, -_..- ..1�-1ill_II-._-­---.�_7��­.._.'.i.-_. . - .___� �_-',�,-"-�-_.._�-___i,l�.,._-�- ;".�--��, ,.-�-L�-,'",--___,_,-:_ -­�—___ - -., ­ � --. .I-li, �. :� t - . . . . . . . . ;, . . . . - -r C - __- _--, c 1- f �E _ _ 4 75., _ _­-� -­,--­ _-­. F.:—,_o__�_._,-.—I_.­, IN MI IIM EI NM 0 dA4oAM%&Mft­0 1ff M bA a"1h ilcit ieh-..bi 1r I,- t 2 EP0 1N 0lM d4W -&M n" \ I _ _. . . . . � _ - ,- _. .. . . . . . . . . :.. 6.� �_ - /� �+ _: - — r -- Uj U HA C \ \ _ _ .I _1 c - _ ----- • . �. PROPOSED _,� _ ",-z_,,.*w_\_o*..� w.��'-\,.W'..V i-..­.I_-_-.S.....-�.:::-:-�.....I.--�. _.�,,.,.. .1-� - - = _ _ 1.— __� _ , r �-- - , ��_ ... _ _ 1 C SWALK TYP. - _ _, i ( > - _ . _..- -_.. _ . . _ I _ - ,-_ .- . __ i_ �­-I,_"� _ 1. �-1- .�.G,. .:,,�r-.�. .1I,. �. .­ 9 O, tom' u '" TRAI-FIC _,_.-._., .r . _- . . . . . . . . . . . G —_ ---f L ..: S NA __.�_._ ___ I - � - __._ -_ _ - � .. _�� �E - , - r jl wa,. - u_ F O' ^a �— _ y M " `� �' �� CI ENGINEER / SURVEYOR LANDSCAPE ARCHITECT / PLANNER r r �- !/ • �__._ _ - IL � , _ -_,_�_­_,-_,__ ­��i-­� _.._-_0_�__�-�I_ �.- .. .._L-__._,-_,,,_�_­, ,,._, 1-2Z-.'- , —. :: __ C4_ - I7 e f ---- __�. O i/ w �,:» , _ �" — ��� _ _ - ___­­-"­--il_i_:--:_- --- ___,1 111..��--.,�.�11��I4"'-."',I'-;'.:;�­�\ ,._..;_j____,__;_--,'�___._�_11_-­,�­.1i�II1�I,�1.1���-�,I�1 1�1,II it,;�1I.� __ - _ ��'� ta�z«l� �. _ _ - _. __ _ __ _` __-v- _.. �, ._,. _.., - ----- - _v _ �Ik �_ ro 9 Inc. i91717i/1 _ .__. , L,4...�""'" -- t — - _. . __ . ,- I r. . "�­,�_­­:��-1-\:1_1�-1�I.�,-,.-�,_I-, 1�-�"-I_.. _­. .._�:�.I-,�'_1_'1,--_:-,:__1�1_i:I.­ __-,+:T-_-'-'—__—�­___­-'__ . - - ,,,,,.,.. � , ;�-- -�- �-_ /aids pearchifeclure NORTH vu _- .., - N G cir1d gee g ,_-,`__-��__,i--1I- w. _ , w.�, M_ I „_.,." - 40 0 40 80 :__.. _- � , LA N 1] FL/NI N � �e�in �i� „-. "- W... z, , - _ - �----, ` -- +.. CIVIL �NGINi✓EI�INC _ _ ..12,r,. w, "- `"^ ! LA N � 5 U Iz.V ElY I N G Wachovia Plan 919186.7440 I r- I 1 I ` I 000 Regency Parkway,Suite 410,Cary,N.C.27518 9I9.2 889 SCALE: �� 40'(Horiz.) 2200 W Main St Ste 86J ,,,;;,:::.- -1'- i 11 I Voice(919)367-8790 Pax(919)367-8791 Durham,NC 27705 www.hadenstanriale.com .j : e . 0 W it Ell co M 9" 30'WIDE NATURAL U.S.A. PROJECT BOUNDA U.S.ATTORNEY 46, . ......... 0 ARCEL ID:143370 BUFFER(0.6 OPACI 08 404 p.491 FLOW SPUTTER BOX Z jI V D3 USE:VACANT-COMMUNITY SERVICE -SIN /* 1 1.p 1 '1 ZONED:RR .......... _/4 100'LEVE L AN TIER FIJ-B 5 SPREADER i 1Y r 4 uilt,,!!� 0 0 F 14 1 F­ j 7 > > NIF A" U.S.A. P z Lu PARCEL ID:143565 a 11. 1 ` h OB 366 P.828 R 7- USE:VACANT-COMMUNITY SERVICE ZONED:IRS-20 uJ Z 0 s 7 SUBURBAN TIER F/J 0 Z7. 'p, zap ­7 0 )Nt, U. u ;W CD L- 1`4 U 0\ 0( low - VIP= p M ROPOSED y EMERGENCY -b CU A� -, f, SPILLWAY 0 M I Pf C. - 51 ARMORED -b OT 4 'T V u- u. u- 0 0 NIF U.S.A. Wit, �s' LLI ui Ill 19 Ix ne U.S.ATTORNEY PARCEL ID:143368 ED-11 NI_ 4' 1 1 TAI 0. 13L. 0. 084150.179 135:i- -Y S#9 WAL D. USE:VACANT COMMUNITYSERVICE SED TREE '4 (%If M" in ZC A If POND :;TION FE, INED:14R SUIBURBANTIER FIJ-13 31& J�' E _3 ilu a; 99 -R d, z C4 d z T 1#6 DI ANSPO)RRIDOR ER LU 0 1:uJ Z U Z OT 6 IF 24 tNT(TY YL�o OW IMP (VAR PLE PUBLIC Rmr4' CB#4 Z Lu 0 INTER�PT�T HIdHWA z ui uJ 61� y )T MP ACCES SEME 13�STR U L/ C5 TREE 0VEIR, ' 63: IW= (�N DRI !I,�lil-�� VEIIA' AREA#?, :It, �I , '­ L (PRIVATE) KALUMINUM HANDRAIL kit IMPrRMOUFILL :ZEA.t L C W U."PITLADITI= T 21A &MSFLL & ho IN 42' CRETE Z­ ADHESIVE VERS OKOONCRM z PARCF AP FOO' 049 CC) 08---A f FkMT- LINE(PIER OSHA) > BiAEgjbEtirrJAL C I - 'L .6 - ____ u 0. C V 0 SUBURII17AAW T199 r L FILTER mdkid(ovERLAP IMSA-LOK GEOG GEOGRID REINFORCEMENT CB# 3 RID 12"MIN.) -7 MOMILAR FACING UNITS CA EOW L N COLOR SE1 REWIRED SOL GT SAT %,13#14 MAX 21 MI 00 HEIGKr 00 AMN PIPE OTH ENDS WALL KIV= COMMid KA' COMPII 95%OF MAXIMLIM T CB#17 Lit 2 ;> rrl 261.30 137- VA OF I 1-1 J ALz W IDE MAJO TI 283 65 DI ut)t 100 R C TRANSPO Pt UT 1.TER PABRIG STANDARD PROGTOR or=NSTTY 0 + 1.02 A COMPACIED SUBGRADE AUNDISTURBEWD LUM ff"THICKMIN, AD SDMH#AS- 10 CORRIDi BUIL IT DO SM GRANULAR LEVELING PAD `6 8 AC 50''WIDE NATURAL + 4 . NOTES: P13 J69 P�Latb I-L _ISED RETAINING LO PROJECT BOUND FINAL wALL DESIGN TO BE PROVIDED BY OTHERS§l CN y TYPICAL SECTION SEGMENTAL BLOCK WALL 1.07 AC 2 BUFFER(0.8 OP I QT WALL LO N.T.S. BM=258, CB# TIW=265. 20 D TkEELINt 9 0 ACCESS FENCE -41DE NATURAL CONTROL IEAq ROUECT BOUNDARY 0 z r--- ITY) At JFIf ER(6.8 OP C5 OF < M W r d0085 P;i,,, gTIAL USE.VACAN I F1J_8 _J CP16 IL ARE T,4 JEA % SE ........... U) U-) z z JOSE r �ROADWI NIr 0 z\A T" ------ 00 PARI Ir'27i P- TE F Doi( 0 P siso P.�w LEI: 0 S1 EY CETI I­70sio "EE SLFIt use.fir ou 0 -S, < tigst FIJ W U FIR �WR5;`R& ZD ji z 4 _P 2 M, r ILEY 14 64 Pis i U.,P 311 11 0() 1T_ N USE: M Z E 0 L FSITE DATA Co TOTAL SITE AREA: 117.43 AC� 759,261 S.F.) SUBURBAN Ric I C BL iIFTRACT 1 z SITE AREA:9.02 AC. 392,911 ZONING:CC(D) < -7 & 14W MKSLHC LOCATION:7806 NC 751 HWY,TRIANGLE TOWNSHIP, PINO:0718-03-13-5168 LL CURRENT USE:VACANT DB:2388 PG:340 -AN W ARCEL111% P 72 -B DURHAM COUNTY,NORTH CAROLINA WATERSHED OVERLAY:F/J A- EL,�LLC �� OF z E DB 006358 0.006634 PB 173 p.240L DEVELOPMENT TIER:SUBURBAN _y AF,, KE T3 IUSE:COMMERCIAL/HOTEL CAPE FEAR RIVER BASIN ..................... PREF S H E ET ZONED:MU(D) PROPERTY OWNER APPLICANT LEE-MOORE OIL COMPANY CONTACT:KI �-7 __SE_F_ NW OCIN SUBURBAN TIER FM RK BRADLEY SOUTHPOINT OWNERS P,o.Box:DRAWER 9 PHONE:(919)775-2301 V!�2 ASSOCIATION,INC SANFORD,NC 27331 FAX:(919)774-6967 PARCEL ID:143578 L! ........... [N DB 003290 000832 11�V 1, 1 P8145 p.123 TRACT2 USE:VACANT I COMMERCIAL SITE AREA:8.41 AC. 366,340) ZONING:CC(D) R AP L CURRENT USE:VACANT DB:6127 PG: 1�15 ZONED:MU(D) SUBURBAN TIER FIJ-B LOCATION:7906 NC 751 HWY,TRIANGLE TOWNSHIP, PIN#:0718-M12-6501 4: 1-2 L TAREA/ IMPERVICILISAREA Scale: LOT AC. IMPERVIOUS DURHAM COUNTY,NORTH CAROLINA WATERSHED OVERLAY:F/J-B A E X.U E 0. =50' PMENT TIER:SUBURBAN 00 AC. DEVELO LOT#I= 6.84 AC. 2 CAPE FEAR RIVER BASIN LOT#2= 2.13 AC. 1.61 AC. PROPERTY OWNER/APPLICANT NIF sOUTHPOINT TERRACE OWNERS NIF raWn: I iqV OUT=2`UA i ASSOCIATION,INC 1300 KNOLL CIRCLE APARTMENTS/ LOT#3= 3.05 AC� 2.36 AC_ LEE-MOORE CAPITAL COMPANY CONTACT:KIRK BRADLEY PARCEL ID:198723 PARCEL ID:143580 LOT#4= 1�07 AC. 0.75 AC. C) JOD INVESTORS,LLC P.O.BOX:DRAWER 9 PHONE:(9 19)776-2301 08005- LOT#5= 1.02 AC. 0.80 AC. 508 P�000639 SANFORDi NC 27331 FAX;(919)774-6967 PS 61 p.154 DB 004206 p.000678 LOT#6= 2.17 AC. 133 AC. Chocked:. USE:VACANT/RESIDENTIAL PS 148 p.027 MPA HOMEOWNRS ASSOCIATION USE:COMMUNITY/APARTMENT-GARDEN LOT#7= im AC. o.92 Ac. TREE COVERAGE REQUIRED: 1.74 ACi(10.00%OF SITE) BUILDING SETBACKS: R.bWDEDICATION 0.07AC. O.00AC. TREE COVERAGE PROVIDED: 3.28 AC.(18.82%OF SITE) STREET: 25'-OPPOSITtM' U(D) ZONED:PDR 6.270 ZONED.R"(D) NOTE: P SUBURSANIER FIJ-B SUSURBANIER FI EROSION CONTROL NOTES -STORM WATER MANAGEMENT STRUCTURE AND TOTAL= 17.43 AC. 7.76 AC. 31DE: 50'-OPPOSITE DR Project No SUBSURFACE DRAINAGE SYSTEM OWNED IMPERVIOUS AREA: 1.66 AC. 9.52%) DISTURBED LIMIT LINE(TYP.) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STATE AND LANDSCAPE BUFFERS: 200-88 FUTURE IMPERVIOUS AREA: ±6.10 AC.(135.00%) _t(TYP.) MAINTAINED BY OWNERS ASSOCIATION.NO _TPF1 TREE PROT N E THROUGH DRAINAGE STORM EASEMENTS MAXIMUM AREA OF IMPERVIOUS SURFACE: 7.76 AC. 44.52%) RR III RS-20-VACANT: 30' Wg RS-10-DEVELOPED: 50' Computer D Name STORM bRAIN PIPE"P.) REQUIRED. Sfit 06�86 _06 G PLAN SHOULD INCLUDE PROVISIONS FOR GROUNDCOVER ON DISTURBED AREA: 111.40 AC. MTCBUFFER: 100, -PlAh 2 radind CATCH BA81N(CB) EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING;PERMANENT IMPERVIOUS AREA GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING PRE-DEVELOPMENT TRANSPORTATION-RELATED IMPERVIOUS AREA(ACRES)= 0 DROP INLET(DI) rag DAYS OR 90 CALENDAR DAYS(WHICHEVER is SHORTER) PRE DEVELOPMENT NON-TRANSPORTATION-RELATED IMPERVIOUS AREA(ACRES)= 0 RELIMINAR"T'r STORMWATER POND ACCESS NOTE Sheet No: FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. I THE ACCESS EASEMENT TO THE TOP OF AND AROUND TOP OF THE POST-DEVELOPMENT TRANSPORTATION-RELATED IMPERVIOUS ARFA(ACRES)= 1.27 00 FLARED END SECTION(FES) NORTH DAMSHALL BE A MINIMUM OF 10 FEET WIDE,SHALL HAVE A MAXIMUM ST-btVELOPMENT NON-TRANSPORTATION-RELATED IMPERVIOUS AREA(ACRES)=0,39 F R REVIEW ONLY (P.B. 153 P. 225) MAINTENANCE:ALL EROSION AND SEDIMiENTLcbNTkOL PRACTICES CENTERLINE GRADE AND CROSS-SLOPE OF LESS THAN OR EQUAL TO IMPERVIOUS AREA"FUTURE BC= BACK OF CURB TO BE INSPECTED WEEKLY AND AFTER EVERY RUNOFF PRODUCING 5:1 (H*V)AND 10:1 (H:V),RESPECTIVELY. ACCESS ACROSS THE RAINFALL EVENT.NEEDED REPAIRS WILL BE MADE IMMEDIATELY. PRE-DEVELOPMENT TRANSPORTATION-RELATED IMPERVIOUS AREA(ACRES)= 0 TP= TOP OF PAVEMENT NOT RELEASED TS= 50' 0 50, 100, EMERGENCY SPILLWAY WILL BE PROVIDED SUCH THAT AN PRE-DEVELOPMENT NON-TRANSPORTATION-RELATED IMPERVIOUS AREA(ACRES)= 0 TOP OF SIDEWALK ALL-WEATHER SURFACE CAPABLE OF SUPPORTING HEAVING VEHICLES FG= FINISHED GRADE FOR CONSTRUCTION IN IN E a E MAXIMUM GRADED SLOPE SHALL NOT EXCEED THREE(3)TO ONE(1). POST_Db/ELOPMENT TRANSPORTATION-RELATED IMPERVIOUS AREA(ACRES)= 4.21 Of IIIIIII FJ IIIIIII M u WILL BE PROVIDED. THE SIDE SLOPES OF THE SPILLWAY SHALL BE 5:1 HP= HIGH POINT _................ OR MILDER. POST-DEVELOPMENT NON-TRANSPORTATION-RELATED IMPERVIOUS AREA(ACRES)= 1.89 SCALE: 1"=50' (Horiz.) TOTAL DISTURBED SOIL AREA IS 11.50 ACRES. RY TY M (D _icl I I I I - I I - � I ­ I I � I I I I ­ , � I ­ I . � I 11 :: - ,�I I ­ I _ I ._ : I � .. 1, � :, I I I I 11 I I � I I 11 I I I �11 I 1, . I I., I ., I I � 11 1::� � , I� I I � I I I ::., "� :, I,�,1: I� I'll I'll I I � I 1, . ;,�11� I .I �, I I I� I : -1:�:,, I . I 1 , - " I I � 1,I" 1 � ��,I- -I � - I ,:,- :_: ,:: -, .,, . I I I �, " , � I ­ �, �,� � I - ­1 �i I �I � , , ­ I , , . _.- : -4 - � I - � � �, ; : :, � .. , ,. � ,. . . 11�­, . :�, I ., , . ::,��e,:",,,LLL,_L.,.�- �1.1�,1.i , �,�I . I ­ I � : �, ,. ­ - - - ��"i: :�,�,� , , - � , : _ - - ;­�- , � :,,, � I - �,,�o­ _'' 11 I . I I-:_:, .":,'', I- I 1 I I . I - I I - I.,�,:;�:����,", I �� ,__,�,� -�:,:,:,,� , ­":��1111 ��:_'1­11J �_" ,,�I 11, � ,�, ,.­,,,,z�­���_.:el� ,I I - I , � - I , -- , I I I , � � I� 11 I- - � I ,i �I : I , � I : � ­ I ­ � �-�:��:�:___ � - � � : :�,� :�_��.... � ': ,, ;I,­I��: , � i, I I , �_ . I I I -I , i I'� ,4i -:1 ­,�.;:­­ _,,,�_____,�,,,,,,,, ,,,­� ,,�_ I -- I - �I - � � I I � �7 �7 �7 - I I � � I I I . I��I �', : ,� � � `� ::: I"'� I I­­�_,',��­ ,��, �,, �:: -­­ I I I I ­ - �': � �.I�I'll � I I I I �I I� I I.. I I .up......."-_ � I � . I I - I I I - � , �I : � : � � I . I � I � - �� � I I , .1. I I I I��.. � � I I 11 � � I I I I I ­ :11 1 : 11,11 11 1. ­1 . ­_ ­� - :. I�_1 � 11 I I I � 1% �.. P 1A I I F P VAL, " 6 _­ ,� � _ , 1 - .�, . I I I 11 -1-1 -:11 - � � I I I ;: T � � � � � � ­111 I I I , I 0 ­ � - I � � I � ­ ­ I I ­­ 111. � 11 � :, - . 1 : _­ I � I I � 11 141, I � " r - W , � I ­��I .1­1­11_ " I -, I 11 ­1 I I 1 . � ­ 1. I' ll I ­11­ ,� ­1, 11 ��_ '"'; ­ - , I - � I I CONSULTANTS,_,,-, - �� _� �:� �,�:, �, I�­��",�:_�1% --1-1.1-1 Alk I I � � I , �'' ,,!�":�L _:,"I I � - I � I I I � I � . : I I � I I . "' A � I _� I � I -.--- I a - I I� I I - I I I I I 11 I REQUIRED PRIOR TO FINAL CONSTRUC rION DRAWING APPROVAL. I S 1� I'll I CONSULTANT/APPLICANT. ,�� SURVEYOR� .' . � I 1)DEDICATE 19.66-OF ADDITIONAL RIGHT-OF-WAY ALONG NC HWY 751 AS SHOWN ON SHEET 4� i �; W, I I - I I � I - I I I I � 1�1 I I I I .� I 10 0 0 0 � I I I 01=�GROUP, INCi AMEY KEMP I I I REQUIRED PRIOR TO THE ISSUANCE OPA CERTIFICATE OF COMPLIANCE. � I CE GROUP, INC. a I I -------------- _____ .- I � I I 1000 REGENCY PARKWAY 1 1 boo kEG: 1 I iENdY PARKWAY S A I 1. CONSTRi A 4'BIKE,LANE ACROSS THE FRONTAGE OF THE PROPERTY IN ACCORDANCE WITH THE CITY OF DURHAM AND NCDOT GUIDELINES. ,� .1 : I VA SOCIATES � 2. FOUR FEET OF ADDITIONAL ASP�HALTF I OR A FUTURE BICYCLE LANE WILL BE INSTALLED AS PART OF THE OFFSITE ROAD IMPROVEMENTS ON SOUTHBOUND NC751 SOUTH OF THE SOUTHERN PROPERTY LINE I I. I I I SUITE 410 SUITE 410 .. 1 � FOR THE FULL LENGTH OF THE OUTSIDE SOUTHBOUND THROUGH LANE AS APPROVED BY NCDCT. � I I r I I - I. �I I I I I � I ­ ­ . , NOkf CAROLINA.275' 1.8 I ­ � - , - I � - 1. I ­ : 11 �11_ , ��, ­ I �i I - - - �, .,�� ,I I I I 11 � 1: � GARY, NORTH CAROLINA 27518 CARY, H - 11 11, I ,� 1 5808 Faringdon Place MAIN: 919.872.5115 MR AVIIIIIIIIIIIIIIIIII, 111 I 11 � - 11 11 I I t. , ,, I NC 751 AND RENAISSANCE PAAKwAY: ­. I I � � :� �­ , 1��, , , .� , 0 0 11 I I: . 11­ � I I i � 9110�361�8790k!16 � AM I I � 11 . I 11: 1 9�36� � ,� � . ff In � 1, CONSTRUCT A RIGHT4URN LANE ON THE SOUTHBOUND APPROACH OF NC 751 WITH ADEQUATE STORAGE AND TAPER, I � I I I - I'�:, I ­ I ; 110 -8790XA01 I � I I I I I � � �,�. � I . ,o I I .1 ,� ��919-367-8791 (FAX), I I Suite 100 FAX: 919.878,5416 R 1k 111111111- I� � ;_ 1 2. RE-STRIPE THE NORTHBOUND APPROACH OF NC 751 TO PROVIDE A LEFr-TURN LANE WITH ADEQUATE STORAdE AND TAPER I I � ­ I I � 11 I I I I I ���::: - :�, I 1:� ­� 919-867�81§11 (f�AX) 11 I 1� I - I I I I � 3. CONSTRUCT THE EASTBOUND APPROACH OF THE SITE DRIVEWAY TO HAVE ONENGRESS LANE AND THREE EGRESS LANES(DUAL LEFT-TURN LANES AND ONE SHARED THROUGH-RIGHT TURN LANE),LOCATE I� I I 1. �� - � I�,� I I . �.� 11 I I I 11 . 11 � � � .1 �, . . AIL) Raleigh, NC 27609 Montell Irvin, PE, PTOE I A 0 - . I I I � I . - I I �I I,� ' I I � I MARk@CEGROuFiWbtbm(E MAIL) TROY@CEGROUPINC'COM(E-M I THE PROPOSED DRrvEWAYSUCH THAT THE THROUGH LANES FOR EASTBOUND AND WESTBOUND MOVEMENTS ARE PROPERLY ALIGNED.THE SITE DRIVEWAY SHOULD ALIGN WITH R7NAISSANCE PARKWAY .r 12 - I I I I I ,. I I I I , I .1 I I � �I I I I I .1 � H PILS mirvin@rameykemp.com � - 11 11 SUCH THAT SPLIT-PHASING WILL NOTISE REQUIRED, � � � z I� I I I - I 11�� I I MARK ASHNESS; PE LEED AP TROY KLUNG8ET , 1"""""""`% U � � 111 E 4. VVIDEN SOUTHBOUND Nc 751�TO CARRY TWO THROUGH LANES FOR AN APPROPRIATE DISTANCE FROM THE SITE DRIVEWAY WITH ADEQUATE TAPERS.LIENGTH OF WIDENING AND PAVEMENT MARKING 1 6 1'r, , � I I 11 I I I I I � � I CONFIGURATION TO BE DETERMINED AT THE SITE PLAN STAGE IN ACCORDANCE INITH CITY OF DURHAM AND NCDOT STANDARD&IF THE FULL LENGTH OF THE TWOTHROUGH LANES EXTEND BEYOND THE 84W ,�I .1 I 1 I I I . � I I INTERSECTION OF EAGLE VIEW DRIVE,THE FULL LENGTH WIDENING SHALL EXTEND AN APPROPRIATE DISTANCE BEYOND EAGLE VIEW DRIVE SUCH THAT P40 TAPER OCCURS AT THE INTERSECTION. 0. 0 0 rn � , 1 5. UPGRADE THE EXISTI.NO TRAFFIC SIGNAL TO ACCOMMODATE THE PROPOSED IMPROVEMENTS AND COORDI I NATE TIMING WITH ADJACENT RAMP SIGNALS. PROVIDE COUNTDOWN PEDESTRIAN SIGNALS AND CL %) tj z 1, . IF-Iff d I CROSSWALKS. < 8 _ 11 I I CIO '-f-denStanziale M Ma & riiiiiiiiiiiiiiii t"% 6. CONVERT THE MIDDLE LANE ON THE WESTBOUND APPROACH FROM A RIGHT TURN LANE TO A SHARED-THROUGH RIGHT LANE W 8 0 I - 111 121 CD REQUIRED PRIOR TO THE ISSUANCE OFA BUILDING PERMIT. .J 0, < - %ftlh., 1)10�WIDE PEDESTRIAN EASEMENT ALONG THE SOUTHEA9_TERN CORNER OF THE DEVELOPMENT PLAN SHALL BE RECORDED PRIOR TO ISSUANCE OF BUILDING PERMI F. z V - 01 5 , - C w j01217171179 U- r,4 - W I I r 0 I% Cz I -Al&lw? U- a 0 PRELIM" INARY loeswe'11'r kN %0; AT 75 ) 1)IN COMPLIANCE WITH ARTICLE X.STORMWATER PERFORMANCE STANDARDS FOR DEVELOPMENT,SECTION 70-737(C)NITROGEN CONTROL REQUIREMENT,THE DEVELOPMENTOF THIS SITE IS MAKINGUSE OFA I C1111107911'IW1179 I 1: X �r' � PERPETUAL CONSERVATION EASEMENT. PRIOR TO THE RELEASE OF ANY BUILDING PERMITS PERTAINING TO THIS SITE,A PERPETUAL CONSERVATION EASEMENT,OF A SIZE AND QUALITY ACCEPTABLE TO THE CITY, x x � I - I , r r I 11 I a: I I � I ,r ­ - r OF DURHAM AND CONTAINING LANGUAGE ACCEPTABLE TO THE CITY OF DURHAM,OR A DOCUMENT SHOWING CREDITS FROM A CITY OF DURHAM APPROVED LAND BANK MUST BE bFDICATED AND RECORDED IN THE I �r lx ix �I � I I I r I r I I �:) :3 r Z) . ­ -, r DURHAM COUNTY LAND RECORDS.THE PERPETUAL CONSERVATION EASEMENT MUSI BE DEDICATED TO AN ACCEPTABLE RECEIVING ENTITY SUCH AS A LAND,TRUST OR SIMILAR CONSEkVATI6N-ORIENTtD r I 0 - , r rFOR REVIEW 01KNILY ' r% ^ I I r ,­, 1 '013 r I I I I I � � I � r' I � � r - - I � . I 1It___z NON-PROFIT ORGANIZATION,WITH THE LEGAL AUTHORITY TO ACCEPT SUCH EASEMENTS.THE ORGANIZATION SHALL BE BONA FIDE AND IN P�RPETIJAIL EXISTENCE AND THE CONVEYANCE INSTRUMb%ITS SHALL 1- I I � u- �W W ��; r � � r I - I I I � r r' I � � � I - r I � r . ORGANIZATION BECOMES UNA13LE TO CARRY OUT ITS FUNCTIONS. IF THE ENTITY 11 r 0 0 0 �. r � � ,r . r � I ''I 1. CONTAIN AN APPROPRIATE PROVISION FOR THE RETRANSFER TO THE CITY OF DURHAM OR DURHAM COUNTY IN THE EVENT THE � . � ,�: � r� �r I� I I r, I I r I I .:NOT RELEASED.�,' � I ACCEPTING THE EASEMENT IS NOT THE CITY OF DURHAM OR DURHAM COUNTY,THEN A THIRD PARTY RIGHT OF ENFORCEMENT FAVORING THE CITY OR COUNTY,AS APPROPRIATE,SHALL 13E INCLUDED IN THE I� ''I � I � I,, �, r I r ,r r ,r . ,. �,r I Wachovia Plaza 919,286.740 78U10 MIGHWAY mf� 51 SOUTH I EASEMENT, r � r . Ir , -,�Ir r I � I U C3 0 � � - I r r I I I r : r I ­ r I I - �. � , r � I r . I FOR CONSTRUCTION r 2200 W.Main St.,Ste.560 919-286-7889 � I � I � ­ I - I I .r '':rL r,L 'r r r � rr 1 L :��L I �L I I � L W W UJ I I 11 _: I , rrL : r� r L r �. r ­­ r rL r-r L I I 1- ­ :---r ,­ Durham,NC 27705 www.hadenslardalexom �_���___­", I CL a. a- I , I r L L I - -- r 'L� , , r r� I ,r a C3 C1 rr . I I L r L:r I I I L I I r ROBERTSHUNK --w -4 I ---I/,-- I L, _ I � I A r-% M M U--% 11 0 ^ Aff ( 011 L __,^� I I LU W W r I RSHUNK@HADENSTANZKE.COM M B I 0 N rff 0 E AV Iff 11 r LA 4 Ln I L fl, 0 EM0,0 &-==--A �ff AF - I M I x I I ,0- I I 1. Ir S I L L_ I- L r I rL. ­r r I � 11 r I r r , L I ,r . IX 0: ,IX L I TrR"" ANG"NLE TOWNSHIP U %no AM - NC am= 3 11, , r I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII L r ­ I , I . . . ­ ­ ­­. ,,, L ­1 I I I I I r 11 L L BUILDINGIrDE GN GUIDELINES I ) r L r ­ I r . r, L 1 L , I � r I r r ,r L ,r I - r . -. � C r r 0Nr r � . . I . . � L .r I L . L" r %_.,_­_.:,:­L � AM& en ,4 - 0 , Ir I L - .r­1'r'.­­7_1r :�r r r, ''� ,;­L� �, 6' L P U"b"L I C WO"R K S ONDITI S OF APPROVAL INDEX TO DRAW!NGS I I I IL L - ­ ,; I I .r, I , ':LL� " ,L �L::�:' L -- , I 9 1k F I - I I I � I -'L I L I � I r- I I - I r, r L I ,� r, I a .1 ,. L I I I I , Ir rr rr I � r I I I r. L I L . r IL I I I I—­­ - ,,r.1 I L I I I I �,­ r . 11 I I I I_ 1: I :,'I L ---I'' DESCRIPTION OF CONTEXT I I r I - 1-L'-r. 0 0 - - L = 1. I L,L I L . I r r � I 1. ALL SIZES,MATERIALS,SLOPES,GEOMETRY,LOCATIONS,EXTENSIONS AND DEPTHS FOR ALL EXISTING'AND PROPOSED STREETS AND UTILITIES(WATERLINES, . L A) WESTPOINT AT 761 IS LOCATED ALbNG N6 HL W�.r 751.IT IS BOUND TO THE WIEST BY DENSE FORESTED LAND OWNED BY THE US ARMY CORPS OF ENGINEERS,THE OFF-RAMP FOR INTERSTATE 40 T. APRIL 2 %,"J'& 1 v SANITARY SEWER LINES AND STORM DRAINAGE CONVEYANCE SYSTEMS)SHALL BE REVIEWED AT CONSTRUCTION DRAWING SUBMITTAL AND BE SUBJECT TO COVER SHEET . . . . . . . . . . . . . . � . . . . . . . 1 - - ­ ­ I 11 L L ,r ' ' ' L,, E NORTH OF RENAISSANCE PARKWAY IS THE FOUR POINTS HOTEL AND RENAISSANCE VILLAGE INCLUDING SUPER TARGE RKS DEPARTMENT BASED UPON THE DESIGN CRITERIA AND STANDARDS SET FORTH BY THE PUBLIC WORKS (1-40)IS LOCATED TO THE NORTH OF THE PROPERTY.THE PARCEL TO TH ' L APPROVAL BY THE CITY OF DURHAM PUBLIC WO 'r IT Is LANDSCAPED WITH A MIX OF SCRIEENIN G I r ORNAMENTAL SHRUBS,EVERGREENS,FLOWERING TREES AND SHADE TREES.THE SOUTHPOINT TERRACE TOWNHOMES ARE LOCATED IN THE DEPARTMENT AND BE SUBJECT TO REVIEW AND APPROVAL BY THE CITY OF DURHAM PUBLIC WORKS,DEPARTMENT AT CONSTRUCTION DRAWING SUBMITTAL. r . SOUTHEAST QUADRANT OF NC M AND RENAISSANCE PARKWAY.THE RESERVE AT SOUTHPOINT IS LOCATED TO THE SOUTH OF THE SITE.ALL PROPERTIES BORDERING THE SITE ARE r% ,r% 1 r% ) 2. IF A HYDRANT IS PROPOSED A FIRE FLOW ANALYSIS IS REQUIRED.WATERLINE SIZE MAY CHANGE WITH FIRE FLOW ANALYSIS.CONTACT CITY ENGINEERING @ 560-4326 EXISTING CONDITIONS / DEMOLITION PLAN. . 2 1 1 . LANDSCAPED SIMILARLY TO THE HOTEL MENTIONED ABOVE. �I L-.00 %..f 9 a TO SCHEDULE FLOW TEST OR TO OBTAIN CURRENT SYSTEM DATA. I I I I L TAGEE OF THE VIEWS TO THE LAND OWNED BY THE US ARMY CORPS OF ENGINEERS FROM ITS BUILDINGS.THE VIEW ONTO THE PROPERTY FROM 1-40 WILL BE SSANCE PARKWAY TO THE EAST, I x vfff I I*F.-3- E D J 'null 16"NE 1 0" Z U U APPROVED DEVELOPMENT PLAN. , . . � . . � . . 3 B) THE DEVELOPMENT WILL TAKE ADVAN ( ' EA 3- WATER AND SEWER PERMITS ARE REQUIRED FOR THIS PROJECT. SCREENED BY THE 100'MTC BUFFER REQUIRED BY THE DURHAM UNIFIED DEVELOPMENT ORDINANCE. WHEN APPROACHING THE PROJECT SITE FROM RENAI ) 4. A COMPLETED STORMWATER FACILITY MAINTENANCE AND OPERA-TIONAL PERMIT AGREEMENT WITH APPROPRIATE FEES,CALCULATIONS AND DETAILS MUST BE PATRONS WILL SEE THIS LAND,ONCE DEVELOPED,AS THE WESTERN TERMINUS FOR THE SOUTHPOINT AREA DEVELOPMENT IN AN ATTRACTIVE MANNER,KEEPING WITH THE DESIGN INTEGRITY CONSTRUCTION PLAN REVIEW.PLANS WILL NOT BE REVIEWED WITHOUT THESE ITEMS.CONTACT STORMWATER SERVICES @ 560-4326 FOR 6 1 1 1 SUBMITTED AT TIME OF S � OF THE SURROUNDING DEVELOPMENT, � il"li���� --- INFORMATION., I PRELIMINARY PLAT. . . . . . . . . . . . . . . . . � . . 4 C) THERE ARE NO PREVALENT BUILDINGS PATTERNS IN THE CONTEXT AREA. THERE EXISTS A GAS STATION,A HOTEL WITH AN EIFS FACADE,SUPPORTING RETAIL OF DIFFERENTSIZES.ALSO IN THE I 1 5� BACK FLOW PERMIT REQUIRED WITH THIS PROJECT.BACK FLOW PREVENTER INSTALLER MUST CONTACT DURHAM CROSS-CONNECTION CONTROL,DEPARTMENT OF 0 0 0 AREA ARE TOWNHOMES OF VARIOUS DESIGN AND SCALE. � I � I I�i WATER MANAGEMENT AT(919)560-4194 TO OBTAIN PERMIT AND INSTALLATION REQUIREMENTS PRIOR TO INITIATING WORK. drN I Q (5) � 6. AN NCDOT OR CITY OF DURHAM DRIVEWAY PERMIT IS REQUIRED. SITE PLAN. . . . . � . . . . . . . . . . . . . . . � . . . . . 5 � -7 Z -,.�, M 2. DESCRIPTION OF PROPOSED ARCHITECTURAL STYLE I *k 7. CENTERLINE OF 25 FOOT WIDE CITY OF DURHAM WATER EASEMENT.SUBJECT TO TERMS STATED IN THE DECLARATION IN REAL ESTATE BOOK 1 510,PAGE 958.NO �� z - �_ TRUCTURES,FILL,E -TERMS. � ;= o'y - I - I - 3 MBANKMENTS,TREES OR OBSTRUCTIONS PERMIT-TED WITHIN THE EASEMENT EXCEPT ACCORDING TO THOSE GRADING / STORM DRAINAGE PLAN. . � . . . . . 6 UJ A) WITH RESPECT TO ROOF LINES AND DESIGN,THE FOLLOWING STANDARDS APPLY! (�� / � Cz T -- I I N EXTERIOR MATERIALS THAT ARE NOT REFLECTIVE OR ILLUMINATED AND 14t I ;j r I 1,ALL ROOFTOP HVAC EQUIPMENT,ELEVATOR OVERRIDES,AND OTHER SIMILAR DEVICES WILL BE EITHER:(A)CLAD 1 & CENTERLINE OF 30 FOOT WIDE CITY OF DURHAM SANITARY SEWER EASEMENT.SUBJECT TO TERMS STATED IN THE DECLARATION IN REAL ESTATE BOOK 1510,PAGE u I-) � �J UJ 6") Akt STEALTH-LIKE IN THEIR APPEARANCE,OR(8)ARE DESIGNED AS AN ARCHITECTURAL FEATURE,OR(C)SCREENED THROUGH SOME VEGETATIVE BUFFER OR FENCING,OR(D)SCREENED *J 958.NO STRUCTURES,FILL,EMBANKMENTS,TREES OR OBSTRUCTIONS PERMITTED WITHIN THE EASEMENT EXCEPT ACCORDING TO THOSE TERMS. � I � G) 'T I UTILITY PLAN. . . . . . . . . . . � . . . . . . . . � . - . 7 C) I z UJ \ �E� zv. USING PARAPETS OR OTHER STRUCTURED SCREENING METHO S. ,� Q 9. THE LOCATION OF THE SIDEWALKS SHOWN ON THIS PLAN IS SCHEMATIC.A CITY OF DURHAM AND/OR NCDOT ENCROACHMENT PERMIT IS REQUIRED PRIOR TO ANY I 1 2.SOLAR PANELS MAY BE ALLOWED TO BE INSTALLED ALONG ROOF TOPS,INCLUDING RAISED PANELS TO ALLOW FOR TRACKING OF THE SUNS RAYS. 7 I . CONSTR�UCTION.AFTER OBTAINING THE REQUIRED PERMITS,PLEASE CONTACT THE CITY OF DURHAMENGINEERING CONSTRUCTION INSPECTION OFFICE AT 560-4326 ::: -, U -N P 6 1�/ FOR A PRIt-CONSTRUCTION CONFERENCE AND FIELD VISIT PRIOR TO ANY WORK ON THE PROPOSED SIDEWALK. < Z i ,,,--� If) ROOFS MAY BE PERMITTED. / �.( � r- 3.SLOPED STANDING SEAM METAL � E AND OTHER SIMILAR PRODUCTS SHALL BE PERMITTED SO LONG AS THE APPLICANT DEMONSTRATES THAT THE ROOF 0 1 V ___ TREE COVERAGE / PROTECTION PLAN. . . . . . 8 - 10 - b. - u� U � 4.FLAT ROOFS COMPRISED OF TCP,EPDM,RU13BER SINGLE-PLY MEMBRAN 10. NCDOT DRIVEWAY PERMIT REQUIRED PRIOR TO CONSTRUCTION.CONTACT NCDOT AT 220-4750 FOR REQUIREMENTS. 'L 7 1 V . 11. A UTILITY MAINLINE CONSTRUCTION PERMIT IS REQUIRED PRIOR TO THE INSTALLATION OF EACH UTILITY.ALL UTILITIES SHALL SUBMIT PLAN DRAWINGS AND .0 Q FROM THE PUBLIC'S STREET VIEW THROUGH THE USE OF PARAPETS,RAILINGS,OR BALUSTERS. %\ 16, r14 7) SHALL BE HIDDEN OR SHIELDED , 0 _t <1; Q C, .� _J 0 D U)u) _:_J S AND/OR SIDING MATERIALS MAY BE ALLOWED THROUGHOUT THE PROJECT: I 0 APPLICATIONS TO THE CITY ENGINEERING DIVISION. OFFSITE ROADWAY. . . . . . . . . � , . . . . � . . . . R2 112A R2B -;It, B) THE FOLLOWING EXTERIOR FINISHE I ,SHALL BE USED TO SIMULATE WOOD AND WOOD TRUSSES WHERE A RUSTIC LOOK 13 DESIRED, / � ) .'? M 1,CEMENTICONCRETE SIDING,SUCH AS HARDkPLANK OR EQUAL MATERIAL I ,0& 12. L Z n I.:, q 2.BRICK,STUCCO,EIFS,AND/OR JUMBO,ENGINEER OR OVERSIZED BRICK MAY BELSED. 0 k A, SANITARY SEWERS SHALL BE LAID AT LEAST 10-FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN,THE DISTANCE SHALL BE MEASURED EDGE TO 11411151116 '.U � I 11 I I RIAL IS UTILIZED,LARGE EXPANSES WILL BE EIROKEN-UP AND MODULATED WITH <?, EDGE.IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10-FOOT SEPARATION,THE CITY OF DURHAM MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS,IF 01 'It JU .,o _�5 3.CONCRETE IN PRE-CAST OR CASTAN-PLACE(CIP)APPLICATIONS SHALL BE ALLOWED, WHERE SUCH MATE 1< , i 1 �,- s_ ARCHITECTURAL VARIATIONS LIKE SCORING,REVEALS,ORNAMENTAL EMBELLISHMENTS,ETC. � I <& SUPPORTED BY DATA FROM THE DESIGN ENGINEER.SUCH DEVIATION ON MAY ALL THE INSTALLATION OF THE SANITARY SEWER CLOSER TO A WATER MAIN,PROVIDED . I k I D .0) M I I � ­ I I � 1. I ''I � �q Q&; I-) THAT THE WATER MAIN IS IN A SEPARATED TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SANITARY SEWER AND AT AN ELEVATION �I , - z _J n 1P-� -r- 4.DRY-STACK AND/OR ASHLAR STONE MAY BE USED. , - z ,W 9 4�1 5.GLASS SHOULD UTILIZE GLAZING. GLASS OR METAL SPANDREL PANELS MAY BE USED TO SCREEN CERTAIN STRUCTURAL ELEMENTS. - 6ZA� SO THE BOTTOM OF THE WATER MAIN IS AT LEAST 18-INCHES ABOVE THE TOP OF THE SEWER. K 10'. _� ,2 6.CONCRETE MASONRY UNITS(CMUS), FOR THIS PROJECT,CMUS SHALL BE: / Z:�/ B. IF IT IS POSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARAT'ION AS DESCRIBED ABOVE OR ANY-TIME THE SANITARY SEWER IS OVER THE WATER MAIN, GENERAL STAINDARD 1N'0TES_ MA 8 0 �_ , BOTH THE WATER MAIN AND SANITARY SEWER MUST BE CONSTRUCTED OF FERROUS PIPE COMPLYING WITH THE PUBLIC WATER SUPPLY DESIGN STANDARDS AND BE < > 0> <) 6 I z 9.STANDARD BLOCK,PAINTED FOR SERVICE AREAS OUT OF PUBLIC VIEW,REARS OF PARAPETS ETC OR & - - ­ b.SPLIT-FACE ANDIOR GROUND FACE CMUS,SIMULATED GRANITE OR STONE. ! PRESSURE TESTED TO 150-PSI TO ASSURE WATER TIGHTNESS BEFORE BACK. - N. < - � HOULD BE BROKEN UP WITH PANEL FOLDS OR JOINTS. I I. BY REFERENCING ROADWAY IMPRO A 12-INCH VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND SANITARY SEWER LINES OR FERROUS PIPE SPECIFIED.A 12-INCH VERTICAL I � 7.COMPOSITE METAL PANELS MAY BE USED,HOWEVER,WHERE LARGE AREAS OF METAL PANELS ARE.USED,THEY S (�) C. VEMENTS ON THE PLAN;THE APPLICANT AGREES TO CONSTRUCT _41-6- C) NO DISTINCTIVE-FEATURES ARE PROPOSED AT THIS TIME. I � � I � � SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND WATER MAINS, SAID IMPROVEMENTS PRIOR TO ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY IN A MANNER THAT k%%j ­ _J U _J I � 3. DESCRIPTION OF HOW PROPOSED DESIGN WILL FIT INTO THE CONTEXT AREA . 1) A 12-INCH VERTICAL SEPARATION IS NOT MAINTAINED AT A CROSSING BETWEEN STORM SEWER AND WATER MAINS(OR PRESSURE SEWERS). THE WATER MAIN WILL ALLOW THEM TO FUNCTION AS NOTED ON THE PLAN AND IN ACCORDANCE WITH NCDOT AND CITY A) THE DEVELOPMENT WILL BE BUFFERED FROM 1-4.0 TO THE NORTH WITH 100'OF NATURAL MTC BUFFER,PRESERVING THE INTEGRITY OF THE NATURAL LANDSCAPE ALONG THE ENTIRE 1-40 SHALL BE CONSTRUCTED OF FERROUS PIPE AND A CONCRETE COLLAR SHALL BE POURED AROUND WATER MAINS AND STORM SEWER TO IMMOBILIZE THE CROSSING- OF DURHAM STANDARDS AND POLICIES. THIS INCLUDES(WHERE APPROPRIATE)13UT IS NOT LIMITED TO: I FRONTAGE OF$OUTHPOINT. TO THE EAST,THE SITE IS ALSO BUFFERED WITH 200'OF VEGETATION SURROUNDING THE EXISTING CREEK CHANNEL ON SITE. THIS WILL SCREEN THE COMMERCIAL 13. ADEQUATE TRANSITION TAPERS,ALIGNMENT OF LANES THROUGH INTERSECTIONS,ASSOCIATED SIGNAL I ENAISSANCE PARKWAY INTO THE PROPERTY WITH A CENTRAL DRIVE INTO A. SANITARY SEWER CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18-INCHES BETWEEN THE OUTSIDE OF THE WATER MAIN MODIFICATIONS,PAVEMENT MARKINGS,ASSOCIATED SIGNAGE,CURB AND GUTTER,COORDINATION � ACTIVITY FROM THE NEIGHBORHOODS ON THE SOUTHERN BOUNDARY OF THE SITE.THE SITE WILL INVITE PATRONS FROM R � - RENAISSANCE � � PLIEMENT RENAISSANCE PARKWAY. � 1. AND THE OUTSIDE OF THE SANITARY SEWER.THE CROSSING SHALL BE ARRANGED SO THAT THE SANITARY SEWER JOINTS WILL BE EQUIDISTANT AND As FAR AS WITH OTHER PROPOSED ROADWAY IMPROVEMENTS AND BIKE LANES. THE APPLICANT ALSO ACCEPTS THE PROPERTY AND LANDSCAPE TREATMENT THAT WILL COM SITE I � I . A COMMERCIAL LAND USE DESIGNATION IN THE SOUTHPOINT AREA-THE PROJECT WILL BE SEEN BY PATRONS TRAVELING WEST ON PRKWY POSSIBLE FROM THE WATER MAIN JOINTS. THE FINANCIAL RESPONSIBILITY FOR ACQUISITION OF ANY ADDITIONAL RIOHT-OF-wAY NECESSARY TO I � I I . B) WESTPOINT AT 751 IS ONE OF THE LAST PARCELS WITH �: / � I � I I - I � I I � RENAISSANCE PARKWAY TOWARDS NC HWY 751.THE PROJECT WILL ADD TO THE AMENITIES AT SOUTHPOINT.THE DEVELOPMENT WILL COMPLIMENT THE EXISTING CHARACTER AND B. WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS STIPULATED ABOVE,ONE OF THE FOLLOWING METHODS MUST BE SPECIFIED. ACCOMMODATE THESE IMPROVEMENTS AND ANY REQUIRED SIDEWALK CONSTRUCT I � I I I TION. z/ 751 1) THE SANITARY SEWER SHALL BE DESIGNED AND CONSTRUCTED OF FERROUS PIPE AND SHALL BE PRESSURE TESTED AT 150-PSI TO ASSURE WATER TIGHTNESS 2, THE REQUIRED ROADWAY IMPROVEMENTS MAY BE PHASED AT THE TIME OF SITE PLAN APPROVAL, I I � I ATTRACTIVENESS OF THE AREA. ­ (�D I I I I .. =111,111, � � _________ __ i J (�� PRIOR TO BACKFILLING,OR EITHER THE WATER MAIN OR THL SANITARY SEWER LINE MAY BE ENCASED IN A WATERTIGHT CARRIER PIPE,WHICH EXTENDS 10 FEET ON SUBJECT TO REVIEW AND APPROVAL BY THE CITY OF DURHAM AND NcbOT. I I . . - - 0 BOTH SIDES OF THE CROSSING,MEASURED PERPENDICULAR TO THE WATER MAIN.THE CARRIER PIPE SHALL BE OF MATERIALS APPROVED BY THE CITY OF DURHAM I ,- I � I I I 0 FOR USE IN WATER MAIN CONSTRUCTION. 3. THE PLAN,AS SUBMITTED CONCEPTUALLY,MEETS THE.MINIMUM ORDINANCE STANDARDS,FOR 'ovall"114 GENERAL COONDITIONS OF PL L-U 14. REZONING,THE FINAL APPROVAL OF THE STORM WATER IMPACT ANALYSIS WILL OCCUR AT THE TIME OF oVl­ "Oft,", I ­ I I ­ , AN APPROWAL- (�� SITE PLAN APPROVAL.COMPLIANCE WITH ALL CITY OF DURHAM ORDINANCES,CODES A�ND POLICIES NO 0 / A� FINAL DESIGN CALCULATIONS FOR THE STORMWATER BMP I ACILITY WILL REQUIRE THE USE OF STORAGE INDICATION ROUTING METHODOLOGY SUCH AS TR-20 OR I I I § I HEC-1 MODELS.FOR THE BMP FACILITY,PROVIDE STAGE-STORAGE RELATIONSHIP AND INFLOW AND OUTFLOW HYDROGRAPHS.PROVIDE ALL TABULATED DATA SHALL BE REQUIRED PRIOR TO APPROVAL Or THE SITE,PLAN/PRELIMINARY PLAT FOR THIS PROJECT_ ,0-_,x�,..­...... .9 . - I I I .% * 1. I - 1.1. z R D of \1 - � 11 � INCLUDING CALCULATIONS SHOWING THE OUTLET UNDER 011FICE CONTROL,BARREL CONTROL ANDWEIR CONTROL,AS APPROPRIATE;TO SHOW HOW THE ROUTING 4. THE PROPOSED LOCATIONS OF THE STORM WATER BEST MANAGEMENT PRACTICE(BMP)FACILITIES ON 1z_�,/ - 1. EXISTING UNDERGROUND STRUCTURES AND UTILITIES SHOWN ARE BASED ON FIELD SURVFYS AND BEST AVAILABLE RECOI(D DRAWINGS. THE CONTRACTOR SHALL FIELD g / WAS DEVELOPED. � � I THIS PROJECT ARE CONCEPTUAL ONLY,PROPOSED EIMP LOCATIONS SHALL BE REVIEWED FOR I I �...J lilt - I I I I I I . I , � . - VERIFY CONDITIONS PRIOR TO STARTING.CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. I 0 B. AN EXECUTED STORWAINTEN FACILITY OPERATION AND MAINTENANCE PERMITAGREEMENT(PREPARED BY STORMWATER SERVICES,CITY OF DURHAM),PAYMENT OF APPROPRIATENESS DURING THE SITE PLAN/PRELIMINAP PLAT REVIEW PROCESS.IN NO INSTA - "- M , A I . I Y I ,NCE � - I I I � � I = 2. THE CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE CALL AJ lv�1300-8324949 FOR ASSRITANCE LOCATING EXISTING U1 ILITIES. THE CONTRACTOR SHALL CALL AT LEAST 48 STORMWATER FACILITY PERMIT FEE PER BMP FACILITY AND PERPETUAL SURETY FOR THE CONTINUED OPERATION AND MAINTENANCE OF THE FACILITY IS REQUIRED . SHALL A 13MP BE LOCATED ON A PRIVATE LOT.IN ADDITION.BMP'S MAY NOT BE PERMITTED IN STREAM 00 . I I I I = .. . .� I I I I S . . � 11 I I I � PRIOR TO CONSTRUCTION PLAN APPROVAL., , BUFFERS OR THE 16LFOOT NO 13UILD ZONE. I I I _r 00 ft I HOURS PRIOR TO ANY DIGGING,, 11� I � :, . , � - I I a I , � I � � . I ,- I '. ­ � 11 I 1­1",I 1. ­­, " . TAN6XRDS AND SPECIFICATION& ALL WATER AND SEVIER IMPROVEMENTS SHALL CONFORM TO I C� AS AS-BUILT CERTIFICATION FOR THE STORMWATER BMP(s).PROVIDED BY THE DESIGN ENGINEER,IS REQUIRED THE AS-BUILT SHALL BE SUBMITTED PER THE ' � I I I S . I� v� �� I I I I ­ 11, ALL CONSTRUCTION SHALL CONFORM TO DURHAM COUNTY AND N40 D.O,T�6 - - 5. IN ALL WATER SUPPLY WATERSHED OVERLAYS,WHERE STORM WATER BMP(S)ARE REQUIRED To Z� I ,;, �:� ­, � I I I ­z_ ''" _ � I � '' I I � - I � - �_ - � � I ­R � I I * �'� �', , � ­ le_ DURHAM COUNTY - - - -1 - REFERENCE GUILD FOR DEVELOPMENT,APP OVED BY THE!1TORMWATER SERVICES DIVISION AND THE BMP(s)SHALL BE INSPECTED AND APPROVED BY THF PROVIDE TSS REMOVAL ALL IMPERVIOUS SURFACE AREAS SHALL BE TREATED BY THE BMP(S). 4* I . I �­r­ . 1, � 11: ,�� ��1.;� � I � I M douNfY STANDARDS AND SPECIFICATIONS. I � - ,� � � I WAKE I I . STORMWATER SERVICES DIVISION PRIOR To ISSUANCE OF ANY CERTIFICATES OF OCCUPANCY OR CERTIFICATES OF OCCUPANCY OR CERTIFICATES OF COMPLV-,NCE I &.. " I I � � - I ­ ­­ 1. ''"''11� I ��, I 11 � � 11 ­ 11 � - ' 11 I , � 6. STORM WATER BEST MANAGEMENT PRACTICES MAY BE REQUIRED WITH THE SITE PLAN/PRELIMINARY ­_ I � I . 1, - Ik.4FORMTO'-NzC.D;O;T,STANDARDS AND SPECIFICATIONS. I I I �� � I � I I . I I � I I � � I I I �I I ­ I - I I . I I I - ­:, ,� ,:� ,�' �� , � : . I I 1 4�� ,,ALL CONSTRUCiiON.WitHiNTHE N.C.DiO.T.RIGHT46F�WAY SHALL CO � I � � - COUNTY ­ I FOR.THEPROJECT. _ I � I I ­ 1. - .1 11 11 I �� 11 11 � I , .1 I'� I � I 1, I �I� PLAT SUBMISSION. � � - i I� I . ­ - . �,�: I 11 -I 1% I ' � I I I � 11, I I ��:,i, , . I - '5REON 8 U8JECTT0 ALLEA8tMENT8.OIF RECORD AFFECTING SAME. I COUNTY ' -' I THE RST CONS RUCTibm DRAWING I I I I I I :�, �.11, . � - I �� I I 1, -� " � I ,� . "I 1111� I - � 5. THE PROPERTY SHOWNIH I S ASSOCIATED CHATHAM 'Ii� D. A COMPLETED CITY OF DURHAM DESIGN SUMMARY IS REQUIRED FOR EACH STORMWATER BMP FACILITY NO LATER THAN:AT FI: T' _ �;,�_ � I I - R-MEb BY THIS FIRM DURING'THE LASE FTHISS TIFY L��GAL TI FLE TO THE REALTY As ., � I ­ I I I , �I 1, I I CO 0 URVEY. THIS SURVEY DOES NOT CER t� ,. . I I -� I .1 ,� � I I SUBMITTAL. 7, ALLSIZES,MATER[ALS,SLOPES,LOCATIONS,,EXTENSIONS AND bEP-THs FOR ALL OROPO'§Eb UTILITIES, � I � I , I I _ - I 11, I ­ I I I � I I ' i 6, NO TITLE SEARCH HAS BEEN PERFW I �I I I I I I I � I I I I I I I I I (WATERLINES,SANITARY SEWER LINES AND STORM DRAINAGE CONVEYANCE SYSTEMS)SHALL BE � ::, � -I ':�: , � �­-, . �%111 , 1- I -11 I I OR TO THE BOUNDARIES SHOWN. ISTENCE OF ANY UNDERGROUND UTILITIES THAT MAY OR MAY 140T EXIST WITHIN THE BOUNDARIES . E. STORMWATER BMP FACILrFY DESIGN CALCULATIONS WILL NoT 13E REVIEWED OR APPROVED WITH THE SITE PLAN/PRELIMINARY PLAT SUBMITTAL.ALL STORMWATER I I � I � - I I � I ,:,�,�� '': ,_ 1 I . � I -1 7� THE CE GROUP,INC.DOES NOT CERTIFY TO THE EXISTENCE OR NONEX BMP FACILITY DESIGNS WILL BE REVIEWED AND APPROVED OURING THE CONSTRUCTION DRAWING SUBMITTAL PROCESS, REVIEWED AT CONSTRUCTION DRAWING SUBMITTAL AND BE SU13JECT TO APPROVAL BY,THE CITY OF � I I. I � - "- ,I � , I .1 " ''I I I � SHOWN HEREON. D BY:CE GROUP,INC. I 1 15. CENTERLINE OF,16-36 FOOTWIDE PUBLIC STORM WATER DRAINAGE EASEMENT.OWNERSHIP OF AND RESPONSIBILITY FOR IMPROVEMENT AND MAINTENANCE OF DURHAM PUBLIC WORKS DEPARTMENT BASED UPON THE DESIGN CRITERIA AND STANDARDS SET FORTH 8. TOPOGRAPHIC SURVEY AND BOUNDARY INFORMATION TAKEN,FROM SURVEY PREPARE � I THE EA EME I - - I . I �­­­I._ .7 THIS SITE IS NOT IN ANY SPECIAL FLOOD HAZARD AREAS OR FUTURE CONDITIONS FLOOD HAZARD AREAS,AS SHOWN ON FIRM PANEL 3720071800K,DATED AUGUST 2,2007. 1 ___________ STORM WATER FACILITIES IN THIS EASEMENT REMAINS WITI I THE CURRENT OWNER.IF THE PROPERTY IS WITHIN OR BECOMES A PART OF THE CITY, 3 NT BY THE PUBLIC WORKS DEPARTMENT. I - ­ I I� AND ACCESS POINTS TO THE EASEMENT ARE SUBJECT TO 11 IE TERMS AND RESTRICTIONS STATED IN THE'REVISED DECLARATION OF RIGHTS AND PRIVILEGES OF THE � 8. CONSTRUCTION DRAWINGS REQUIRED, THE DESIGN ENGINEER(A NCPE)WILL SUBMIT 3 SETS OF SITE 9. -BANK EACH SIDE OF STREAM.NO CLEARING OR GRADING OTHER THAN SELECTIVE THINNING AND �� I I I ED FROM T6POF , ,� IIIIIIIIIIIIIIIIIIIIIIIIIIII CITY OF DURHAM IN STORM WATER MANAGEMENT FACILITY LASEMENTS-RECORDED IN REAL ESTATE BOOK 2298,PAGE 208,WHICH DOCUMENT IS INCORPORATED CONSTRUCTION DRAWINGS,(PLAN&PROFILE IF REQUIRED)TO CITY ENGINEERING FOR REV ce) 10. 100'WIDE UNDISTURBED STREAM BUFFER,MEASUR , ., �, _ � , , I IEWAND EIN.THIS EASEMENT AND THE REVISED D I v- I :XISTING VEGETATION PERMITTED,EXCEPT IN ACCORDANCE WITH 15A NCAC 02B.233(6)VEGETATION MANAGEMENT.NO STRUCTURES OR HER' � � ECLARAnON DO NOT CREATE THE OBLIGATION TO PROVIDE PUBLIC MAINTENANCE.NO BUILDING,STRUCTURES,FILLS, APPROVAL BEFORE STARTING CONSTRUCTION.THIS SUBMITTAL MUST BE DONE PRIOR TO APPLY NG ORDINARY MAINTENANCE OF r I I ETBACK.ANY USE ALLOWED BY SECTION 8.5.5 OF THE LIDO SHALL BE � � r- FEATURES REQUIRING GRADING OR CONSTRUCTION MAY BE BUILT WITHIN THE 10 FOOT.STREAM BUFFER S . EMBANKMENTS OR OBSTRUCTIONS PERMITTED WITHIN THE EASEMENT EXCEPT ACCORDING TO THOSE TERMS. FOR A BUILDING PERMIT. NOTE: THE APPROVAL OF CONSTRUCTION DRAWINGS IS SEPARATE FROM SITE [�_ L I .I M BUFFER AND TO MINIMIZE CLEARING,GRADING,EROSION AND WATER QUALITY 16- ALL SIZES,MATERIALS,SLOPES,LOCATIONS,EXTENSIONS AND DEPTHS FOR ALL PROPOSED UTILITIES(WATERLINES,SANITARY SEWER LINES AND STORM DRAINAGE PLAN APPROVAL. - I DESIGNED AND CONSTRUCTED TO MINIMIZE THE AMOUNT OF INTRUSION INTO THE STREA 0 B CONVEYANCE SYSTEMS)SHALL BE REVIEWED AT CONSTRUC-ITON DRAWING SUBMITTAL AND BE SUBJECT TO APPROVAL BY THE CITY OF DURHAM PUBLIC WORKS 9. A LAND USE PLAN AMENDMENT IS NOT NECESSARY FOR THIS PROJECT. � C14 DEGRADATION.(UDO SECTION 8.5.5 B,C AND E)� 1h 9 I ii. STATE AND FEDERAL PERMIT AUTHOR17ATION MAY BE REQUIRED FROM THE NO DENR,NO DWQ,AND THE U.S.ARMY CORPS OF ENGINEERS PRIOR TO THE COMMENCEMENT OF ILI DEPARTMENT BASED UPON THE DESIGN CRITERIA AND STANDARDS SET FORTH BY THE PUBLIC WORKS DEPARTMENT AND BE SUBJECT TO REVIEW AND APPROVAL BY 10. A COPY OF ANNEXATION REQUEST TRANSMITTAL 18 NOT APPLICABLE TO THIS PROJECT. I I Y UNNAMED BODY OF WATER AND ITS ADJACENT WETLAND(UDO SECTION 8.9.2). " I ('03 I N I TY M A rrm% THE PUBLIC WORKS DEPARTMENT AT CONSTRUCTION DRAWING SUBMITTAL, 12-0 z zo S IN OR NEAR A LAKE,STREAM,CREEK,TRIBUTARY,OR AN V 17. THE DESIGNING PROFESSIONAL(A NCPE,NCPLS OR NCRLA As REQUIRED)WILL SUBMIT 3 SETS OF CONSTRUCTION DRAWINGS TO CITY ENGINEERING FOR REVIEW 11. AS-BUILT DRAWINGS SHALL BE APPROVED PRIOR TO WATER METER AND SANITARY SEWER SERVICE - ANY LAND DISTURBING ACTIVITIE UI RED PRIOR TO ANY CONNECTION INSTALLATIONS AND PRIOR ISSUANCE OF A CERTIFICATE OF OCCUPANCY. W < 2 K SHOWN ON THIS PLAN IS SCHEMATIC. A CITY OF DURHAM AND/OR NCDOT ENCROACHMENT PERM:T IS REQ 1 12, THE LOCATION OF THE SIDEWAL NGINEERING CONSTRUCTION INSPECTION OFFICE AT 560-4326 FOR A AND APPROVAL BEFORE STARTING CONSTRUCTION(SEE CONSTRUCTION PLAN APPROVAL PROCESS).NOTE:THE APPROVAL OF CONSTRUCTION DRAWINGS IS I I CONSTRUCTION. AFTER OBTAINING THE REQUIRED PERMITS,PLEASE CONTACT THE-CITY OF DURHAM E SEPARATE FROM SITE PLAN APPROVAL. 12. THE FOLLOWING ITEMS ARE NOT REQUIRED FOR SITE PLAN APPROVAL BUT ARE ITEMS THAT ARE _J 0 < PRE-CONSTRUCTION CONFERENCE AND FIELD VISIT PRIOR TO ANY WORK ON THE PROPOSED SIDEWALK. NOT TO SCALE AS-BUILT DRAWINGS SHALL BE APPROVED PRIOR TO WATER METER AND SANITARY SEWER SERVICE CONNECTION INSTALLATIONS AND PRIOR ISSUANCE OF A - I-_ :C I TACT NCDOT AT 22OA750 FOR REQUIREMENTS. NORTH 18. REQUIRED BEFORE CONSTRUCTION OF WATER,SEWER,STORM DRAINAGE AND STREETS CA,i�BEGIN, 0 r% 0- _J W 13, NCDOT DRIVEWAY PERMIT REQUIRED PRIOR TO CONSTRUCTION.CON CERTIFICATE OF OCCUPANCY. DEVELOPER IS ULTIMATELY RESPONSIBLE TO MAKE CERTAIN THAT THESE ITEMS ARE COMPLETE AND V.1 14, ALL LANDSCAPING MUST BE IN PLACE PRIOR TO REQUEST FOR A CERTIFICATE OF COMPLIANCE,CONTACT DURHAM CITY COUNTY PLANNING DEPARTMENT SITE INSPECTION __-________- THE FOLLOWING ITEMS ARE NOT REQUIRED FOR SITE PLAN APPROVAL BUT ARE ITEMS THAT ARE REQUIRED BEFORE CONSTRUC-TION OF WATER,SEWER,STORM DRAINAGE APPROVED. :) STAFF FOR INSPECTION. 11=1111111111111111111 I --I 1111 III �111E!1111111 AND STREETS CAN BEGIN.DEVELOPER IS ULTIMATELY RESPONSIDLE TO MAKE CERTAIN THAT THESE ITEMS ARE COMPLETE AND APPROVED. 13. IF A HYDRANT IS PROPOSED A FIRE FLOW ANALYSIS IS REQUIRED.WATERLINE SIZE MAY CHANGE WITH < W _J n 15. STREET TREES MEETING THE REQUIREMENTS OF SECTION 9.6.4 OF THE UDO SHALL BE PLANTED BEFORE A CERTIFICATE OF COMPLIANCE IS ISSUED,UNLESS THE PLANTING 19. EXTENSION AGREEMENT REQUIRED.IF SITE IS OUTSIDE CITY LIMITS,EXTENSION AGREEMENT MUST BE FULLY EXECUTED BY CITY COUNCIL PRIOR TO ACTION ON FIRE FLOW ANALYSIS.CONTACT CITY ENGINEERING @ 560-4326 TO SCHEDULE FLOW TEST OR TO OBTAIN 2 I.- - CI: REQUIREMENTS OF SEC.9.1 1.2,EXTENSIONS FOR ALL OTHER DEVELOPMENT. ANNEXATION.SUBMIT APPLICAT ON WITH ONE COPY OF OVERALL UTILITY PLAN. CONTACT ENGINEERING DIVISION AT 560-4326. CURRENT SYSTEM DATA. T_ - HAS BEEN POSTPONED IN ACCORDANCE WITH THE COMMITTED ELEMENTS 20- IF A HYDRANT IS PROPOSED A F;RE FLOW ANALYSIS IS REQUIRED.WATERLINE SIZE MAY CHANGE WITH FIRE FLOW ANALYSIS.CONTACT CITY ENGINEERING @ 56OA326 14. WATER PERMIT REQUIRED.SEWER PERMIT REQUIRED. - _17 16. UNDISTURBED LANDSCAPE BUFFERS: 30'WIDE(WESTERN)UNDISTURBED LANDSCAPE BUFFER.NO CLEARING OR GRADING OTHER THAN __- - TO SCHEDULE FLOW TEST OR TO OBTAIN CURRENT SYSTEM DATA. 15. AN NCDOT OR CITY OF DURHAM DRIVEWAY PERMIT is REQUIRED. --� U) U-) U) 1 00'WIDE(NORTHERN),30'/50'WIDE(SOUTHERN),50'WIDE(EASTERN), ETATION PERMITTED. -ii I N , 21. IF A METER 2'OR LARGER IS PROPOSED,PLEASE CONTACT WATER MANAGEMENT @ 6604381 PRIOR TO THE CONSTRUC-TION OF THE METER VAULT TO VERIFY THE 16. FINAL APPROVAL OF THE STORM WA`I'ER IMPACT ANALYSIS WILL OCCUR AT THE TIME OF SITE PLAN � P.., z SELECTIVE THINNING AND ORDINARY MAINTENANCE OF EXISTING VEG -STREAM BUFFER SHALL CONFORM TO THE LIGHT STANDARDS REQUIRED AT PROPERTY LINES TYPE AND DIMENSIONS OF THE METER. E COVERAGE AREA: 1.LIGHT LEVELS ALONG THE NORTHERN EDGE OF THE 100 22. WATER PERMIT REQUIRED. SEWER PERMIT REQUIRED. APPROVAL.COMPLIANCE WITH ALL CITY OF DURHAM ORDINANCES,CODES AND POLICIES SHALL BE 17- �: 17. - D FOR ACTIVE RECREATIONAL PURPOSES,EXCEPT FOR WALKING PATHS AND FOOT TRAILS CONSTRUCTED WITH PER SECTION 7.4 IN THE DURHAM LIDO. REQUIRED PRIOR TO APPROVAL OF THE SITE PLAN/I PRELIMINARY PLAT FOR THIS PROJECT. < W �_ 0 0� & PRESERVED TREE COVERAGE AREAS SHALL NOT BE USE MINIMAL DISTUR13ANCE OF TREE ROOTS AND EXISTING VEGETATION PROVIDED A REGISTERED ARBORIST HAS CERTIFIED THAT THE CONSTRUCTION OF THE TRAIL HAS BEEN 2.DEDICATE ADDITIONAL RIGHT-OF-WAY TO PROVIDE A MINIMUM OF TEN FEET(10')BEHIND THE EXISTING AND PROPOSED BACK OF CURB ALONG THE 23. BACKFLOW PREVENTOR PERMIT REQUIRED. CONTACT DEPARTMENT OF WATER MANAGEMENTAT560A104. L BE REMOVED FOR THE CONSTRUCTION CF TRAILS.SITE PLAN APPROVAL IS WESTERN CURB LINE OF THE SITE FRONTAGE OF NO 751. 24. AN NCDOT OR CITY OF DURHAM DRIVEWAY PERMIT IS REQUIRED, 17. "DIFFUSE FLOW OF RUNOFF SHALL BE MAINTAINED IN THE BUFFER BY DISPERSING CONCENTRATED FLOW _J W < �_ W DESIGNED TO MINIMIZE IMPACT TO THE EXISTING TREES.NO TREE OVER 10 INCHES SHAL 3,A 10'WIDE PEDESTRIAN EASEMENT SHALL BE PROVIDED IN THE SOUTHEAST CORNER OF THE PROPERTY AS CONCEPTUALLY SHOWN ON SHEET DP-2.0. 25. STATE AND FEDERAL PERMIT AUTHORIZATION MAYBE REQUIRED FROM THE DEHNR AND THE U.S.CORPS OF ENGINEERS PRIOR TO THE COMMENCEMENT OF ANY AND REESTABLISHING VEGETATION.A LEVEL SPREADER NEEDS TO BE DESIGNED TO BRING BACK FLOWS U.1 REQUIRED FOR CONSTRUCTION OF TRAILS IN PRESERVED TREE CONVERGE AREAS, 4.ANY PROPOSED RETAINING WALLS LOCATED ALONG THE STREAM BUFFER SHALL BE OF A DARK EARTH TONE COLOP, LAND DISTURBING ACTIVITIES IN OR NEAR A LAKE,STREAM,CREEK,TRIBUTARY OR ANY UNNAMED BODY OF WATER AND ITS ADJACENT WETLANDS. TO SHEET FLOW CONDITION BEFORE IT.PERIODIC CORRECTIVE ACTIONS WILL BE ENFORCED TO IMPEDE 0- D _J ; B, ALL BUILDINGS SHALL BE SET BACK AT LEAST 10 FEET FROM THE EDGE OF ANY PRESERVED TREE CONVERGE AREA. EROSION GULLIES." I I - ­ I I 0 > I � GE CHANNELS SHALL BE MINIMIZED WITHIN THE ROOT PROTECTION ZONES OF THE TREES TO BE SAVED.PREFERABLY,SUCH FACILITIES SHOULD BE 5.THE COMMrFTED USE FOR THE PROPOSED BUILDINGS GRAPHICALLY SHOWN ON DP-2.0 SHALL BE A HOTEL USE AND SHALL NOT EXCEED 146,000 SF. 18. .50/1 00-FOOT WIDE UNDISTURBED STREAM BUFFER EACH SIDE OF STREAM,MEASURED FROM TOP OF . I.- �- z 1011011III& I I � I C. UTILITY LINES AND DRAINA IN GROUPINGS ALLOWED BY SOUND ENGINEERING PRACTICES. 6,NO SINGLE RETAIL USE SHALL BE LARGER THAN 85,000 SF. RMS,AT THE INTERSECTION OF NO BANK.NO CLEARING OR GRADING OTHER THAN SELECTIVE THINNING AND ORDINARY MAINTENANCE OF >_ �,,, , I I I LOCATED ADJACENT TO DRIVEWAYS AND I I _ z < � - U, I � - I ­�� I � I � 7.SUBJECT TO MUTCD WARRANTS AND APPROVAL BY NCDOT,INSTALL A TRAFFIC SIGNAL WITH STEEL POLES,MAST A EXISTING VEGETA-nbN PERMITT ED". : I I I I I I I I I I I'll, I � 11- 1 1& TREEPROfECTION NOTE. I �­� , _­­ 11 I 1- NATE THE SIGNAL . I 11 I - I I I � W Q - 11,W - I - I � ISTURBANCE,LAND DISTURBANCE,OR ISSUANCE OF A GRADING PERMIT AND SHALL 751 AND EAGLE VIEW DRIVE. THE SIGNAL WILL INCLUDE COUNTDOWN PEDESTRIAN SIGNALS AND INTERCONNECT CABLE TO COORDI 19. STORM WATER BMP(S)OR ADDITIONAL ST6kM WATER bMP(S)MAY[30 REQU RED I I - I: � I � �2��� :_:1.I 11 � I � A. TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY DEMOLITION,LAND D I IF WARRAN . I WITH THE SITE I I I .� �� I I I s FbLL "NO TRESPASSING I TREE PROTECTION AREA I PROHIBIDO ENTRAR/ZONA PROTECTORA PARA WITH THE EXISTING SIGNAL AT NC 751 AND RENAISSANCE PARKWAY. TED AND APPROVED BY NCDOT,THE SIGNAL WILL BE INSTALLED I . �I I Ft , ,, : 0 1 el­0 � I I 11 I I I ENGLISH AND SPANISH,A OW& . PLAN/PRELIMINARY PLAT SUBMISSION.* � I 11 I�I� . � I �I I :) 0- :e� I , � I I I . I � I � .INCLUDSWAANING SIGNS POSTED IN BOTH F I I . � I 11 .1 I PRIOR TO THE FINAL CERTIFICATE OF OCCUPANCY OR JANUARY 31,2011(WHICHEVER OCCURS FIRST). - � I I I I I ­� - " ­_ I I 1�1_ _�: .­ �­­ i T I ,� 11 < 0 1 1 1 � � ­ , -- - -_ - , 11 I . I I., I I kEIOLPV� , I . I I I 1 -2.0. 1 � Mo== e - I I I �_�, :� . �, LOS A 11 I I �I 1, 1 8,NO BUILDINGS SHALL BE CONSTRUCTED WITHIN 375'OF THE SOUTHERNPROPERTY LINE,ONLY SOUTH OF BUILDING ENVELOPE A,AS SHOWN ON DP � M 0- � � I I 1.,�. I I 11 I I 10, ROOT PROTECTION ZONE: I I I��;:, - I 1._ 1 � I OR SIX FOOT RADIUS,WHICHEVER IS GREATER.NO DISTURBANCE ALLOWED WITHIN THIS 9,WITH THE EXCEPTION OF BUILDINGS IN ENVELOPE D AS SHOWN ON DP-2.0,NO SOUTH FACING BUILDING SIGNAGE SHALL BE ALLOWED. I I z :) I, ��I . � � I 'A �EQUALS ONE FOOT OF RADIUS FOR EVERY INCH,OF DIAMETER OF:EXISTING TREES, 10.BUILDING IN ENVELOPE C SHALL NOT EXCEED 45,000 SF. I I I I I APPROVAL I - 1-- �- 0 I I I , .1 � ­ 1 ­ � , � . AREA'AREA MUST BE PR I OTECTED WITH BOTH TREE PROTECTION FENCING AND WARNING SIGNS. P 2.0 WILL NOT EXCEED 89'IN HEIGHT. - - I 11 I . I . I 11 � I . � --_____I-�___-______ - I I � I ­1111 I. I I- , � � , I :2 U) I (f) � i I 1,BUILDINGS IN ENVELOPE A AND B AS SHOWN ON D \11 '\�, '\,� I - �e - ,. 11 11 - 1 20, PROTECTION OFEXI&ING VEGETATION:.1�, ,� � _71 I 1� .1, � AND AN EVERGREEN HEDGE INSTALLED AT 24'-30"IN HEIGHT AND SPACED AT 36'ON CENTER SITE DATA -E PLA lIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII M , ING&EXISTING 6144�AROUND A TREE OR STRIPPING OF TOPSOIL,A CLEAN,SHARP,VERTICAL CUT SHALL BE MADE AT 12,14 EVERGREEN TREES INSTALLED AT 8'-10'iN HEIGHT -2.0. - LOT AREA/ IMPERVIOUS AREA 1311R) 711 19 AT THE START.OF GRADING I.NVOLVING3HE LOWER .� ROSION CONTROL MEASURES ARE INSTALLED.THE TREE PROTECTION SHALL BE PROVIDED ALONG THE EDGE OF ANY PARKING LOT IMMEDIATELY ADJACENT TO THE STREAM BUFFER AS SHOWN ON DP K b I L0 I � I I . I I � THE EDGE OF THE TREE SAVE AREA PRIOR.TO OR AT THE SAME TIME AS SILTTENCE AND OTHER E THOSE TOTAL SITE AREA: ±17.43 AC.(±759,251 S.F.) . CASE# D 1 00005 i I I . . W 1�_ , .1 I ,. _ ,. EE TRUNK AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF 13.LANDSCAPE TREATMENT ALONG THE DEVELOPED PORTION OF NO 751 SHALL INCLUDE INTERMITTENT WALLS WITH LANDSCAPE SIMILAR TO - I E 1 -03-23-9683)THAT IS CONSISTENT AS DETERMINED BY THE PLANNING I I PENCINGSHALL EI;INSTALLED ON THE SIDE OFTHE CUT FARTHEST AWAY FROM THE TR LOT AC. IMPERVIOUS :D 9 IOMEINT AND NO TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE PROTECTED AREA. MATERIALS LOCATED AT THE RENAISSANCE VILLAGE DEVELOPMENT(PIN:0718 TRACT I LOT41= 6.84 AC. O.GO AC. I IALS,FILL,OR EQU DIRECTOR. 4�1 ,� THE TREES IN COMPLETE.NO STORAGE OF MATER LOT#2= 2.13 AC. 1.61 AC, ' I W : � I I LIDO SITE LIGHTING NOTE: I � LOT#3= 3,05 AC; 2.35 AC...... : L U_ I I I I 1 21. D GLARE TOWARD MOTOR VEHICLE OPERATORS AND SHALL BE INDICATED ON 14.THE DEVELOPER SHALL CONSTRUCT A 4'BIKE LANE ACROSS THE FRONTAGE OF THE PROPERTY IN ACCORDANCE WITH CITY OF DURHAM AND NCDOT SITE AREA:9.02 AC.(±392i9l 1) ZONING:CC(D) SITE MAN APPROVED BY THE . � I MEASURES.SHALL BE PROVIDED TO PREVENT LIGHT SPILLOVER ONTO ADJACENT PROPERTIES AN I I �, I W z _r � I I - I I , HA HEY NOT CAST DIRECT LIGHT BEYOND THE PROPERTY LINE.IN ACCORDANCE WITH THESE STANDARDS: GUIDELINES. � I CURRENT USE:VACANT DB:2388 PG:340 LOT#4= 07 AC, 0.75 AC. I ON I LOT#5-- 1-02 AC. 0,80 AC. DURHAtvi DE'VELOPME R I THE SITE PLAN.EXTERIOR LIGHTS SHALL BE SHIELDED So Ty T T DO 15.FOUR FEET OF ADDITIONAL ASPHALT FOR A FUTURE BICYCLE LANE WILL BE INSTALLED AS PART OF THE OFFSITE ROAD IMPROVEMENTS 1 NT EVIE'AV BOARD 0 1 1 A. THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERT LINE ADJACE ONING IS 0.5 FOOT CANDLES. - I LOCATION:7806 NC 751 HWY,TRIANGLE TOWNSHIP, PIN#:0718-03-13-5168 LOT#6= 2.17 AC. 1.33 AC. f � I Q_ � __ , B, THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINE ADJACENT TO NONRESIDENTIAL ZONING IS 5.0 FOOT CANDLES. SOUTHBOUND NO 751 SOUTH OF THE SOUTHERN PROPERTY LINE FOR THE FULL LENGTH OF THE OUTSIDE SOLITHBOUND THROUGH LANE AS I I I I I M , i I 1. � I I ADJACENT TO A STREET IS 5.0 FOOT CANDLES. APPROVED BY NCDOT. � I I DURHAM COUNTY,NORTH CAROLINA WATERSHED OVERLAY:F/J-B LOT#7=, 1.08AC. 0.92AC. I I -_ ILLUMINATION AT THE EDGE OF THE PROPERTY.LINE - DS IN THE TABLE IN UDO SECTION 7.4.3A WITH MINIMUM AND 16.AT THE TIME OF SITE PLAN APPROVAL,THE DEVELOPER AGREES THAT THE TOTAL NITROGEN EXPORT FOR THIS PROJECT SHALL BE MITIGATED TO 2.2 DEVELOPMENT TIER:SUBURBAN FLOW DEDICATION, 0.07 AC4 0.00 AC. L,, IS, /I (-) (10 � 1, C. THE MAXIMUM - , � D. THE LEVEL OF ILLUMINATION AS MEASURED IN FOOT CANDLES ATANY'ONE POINT SHALL MEET THE STANDAR POUNDS/AOREIYEAR AS CALCULATED UTILIZING CURRENT METHODS PUBLISHED BY THE CITY OF DURHAM AT THE TIME OF THE RE-ZONING, CAPE FEAR RIVER BASIN TOTAL= 17.43 AC. 7.76 AC. ON: c ) I 11 I ­ I C:) I I � MAXIMUM LEVELS MEASURE ON THE PAVEMENT WITHIN THE LIG14TEED,AREA, PROPERTY OWNER I APPLICANT � I 00 ALLOW LIGHT TO BE EMITTED ABOVE A HORIZONTAL LINE PARALLEL 17.THE DEVELOPER SHALL PROVIDE A BUS SHELTER,PER CITY OF DURHAM OR NCDOT GUIDELINES,IF SERVICE IS EXTENDED TO THE SITE BY DATA OR ,A _- I � I I I- , � E, THE MAXIMUM HEIGHT FOR DIRECTIONAL OR FULL CUT-OFF LIG,HTING FIXTURES(FIXTURES DESIGNED TO TE PLAN REVIEW PROCESS OR THE LEE-MOORE OIL COMPANY CONTACT:KIRK BRADLEY � f, . ­1 � I � I TO THE GROUND)S�HALL BE 30 FEET ABOVE GRADE(MEASURED TO THE TOP OF THE FIXTURE). ORIZONTAL LINE TTA,A FINAL DETERMINATION ON THE NEED FOR A SHELTER SHALL BE MADE BY DATA ANCIOR TTA DURING THE Si 6pi L-ff I � I S DESIGNED TO ALLOW LIGHT TO BE EMITTED ABOVE A H SHELTER WILL NOT BE REQUIRED.IF APPROVED,THE SHELTER SHALL BE PROVIDED PRIOR TO THE FINAL CERTIFICATE OF OCCUPANCY. P.O.BOX:DRAWER 9 PHONE:(919)776m2301 1 1� I - - ­­ _­ ­­­­, :-­�__- ,,,, HEIGHT FOR NON-DIRECTIONAL LIGHTING FIXTURES,WHICH ARE DEFINED AS FIXTURE FAX:(919)774-6967 L)evelol5iirent F Wew Board PARALLEL TO THE GROUND,SHALL BE 15 FEET ABOVE GRADE(MEASURED To THE TOP OF THE FIXTURE). 18.THE APPLICANT SHALL PROVIDE A LANDSCAPE BUFFER AT THE NORTHERN TURNING POINT OF THE SEWER EASEMENT AND ADJACENT TO THE __d6��, .1 F, THE MAXIMUM )PR OR TO THE CERTIFICATE OF COMPLIANCE BEING ISSUED.ALL OF THIS RETAINING WALL AND PARKING LOT SOUTH OF BUILDING ENVELOPE A AS DEPICTED ON THE DEVELOPMENT PLAN SHEET DIP-2.0.THIS BUFFER SHALL SANFORD,NC 27331 Date: I G. THIESESTANDARbSMUST BE VERIFIED BY FIELD SURVEY(BY USE OF PHOTOMETRIC SURVEY I CONSIST OF EVERGREEN TREES PLANTED AT 8-10 FEET IN HEIGHT. THERE SHALL BE I ROWATTHE TOP OFTHE I RETAINING WALL AND1 ROW AT THE SITE AR I EA:8.41 AC.(±366,340) TRACT2 ZONING:cc(b) . Null and void aift I APRIL, 201 0 1 1 1 1 INFORMATION,INCLUDING DETAILS,WILL BE REQUIRED ON BUILDING PLANS PRIOR TO ISSUANCE OF BUILDING PERMIT. BOTTOM OF THE RETAINING WALL. THIS WILL BE INCORPORATED INTO PLANTINGS DESCRIBED IN CE#12. er 8,11q- .1 11 ­ I � I � I 1 22. LAWD.NSTURBING PERMIT IS REQUIRED FROM DURHAM COUNTY ENGINEERING S&E DIVISION, - � . - - �I�� , 11 11 I 1 .23. EROSION CONTROL PLANS APPROVAL BY DURHAM COUNTY ENGINEERING S&E DIVISION IS REQUIRED. 19.A TRAFFIC IMPACT ANALYSIS WAS PREPARED BY RAMEY-KEMP&ASSOCIATES SEALED DATE 9/8/08 WITH ADDENDUMS IN JANUARY 2009,JULY 2009, CURRENT USE:VACANT DB:6127 PG:195 1 1 1 I I I Scale: . �I �i � �, ,_ �� �, ,� , I 11 : I I I - . - I AND SEPTEMBER 2009. LOCATION:7906 NC 151 HWY,TRIANGLE TOWNSHIP, PIN#:0718-63-i2-6601 For portioas without an active building permit or I I �. I, :��_: I ,�� � I 1 24. S�EOIME:NfAf.bk AND EROSION CONTROL PERFORMANCE,BOND WILL 13E REQUIRED. I I � , , N/A I I ,� J-11 I �I -1 � I I I I ING PERMIT. 9- _­'. - ��g - - - , __ ,__ -�-F,�' I �I ,�� I 11 � 11 � .11� . TREE PROTECTION FENCING AND INSTALLATION CERTIFICATION Is REQUIRED PRIOR TO ISSUANCE OF LAND DISTURB DURHAM COUNTY,NORTH CAROLINA WATERSHED OVERLAY:F/J-B 1.1. ­� 16 Tfaiffd�F 11 .1 I I I I _7 � I � I I � � 1 26 � � . I ,THEN THAT DISTURBED AREA MUST BE INCLUDED IN THE LAND-DISTURBING PLAN AND PERMIT UNLESS ALREADY NO 751 AND 1-40 EASTBOUND RAMPS .... ctoft=tv otamp I I�. I 1, EXTEND THE EXISTING OUTSIDE RIGHT-TURN LANE ON THE 1-40 EASTBOUND OFF-RAMP TO PROVIDE ADEQUATE STORAGE AND TAPER. DEVELOPMENT TIER:SUBURBAN � I �11 . 11 I �1116 I 1 2& IF AN OFFSITE SPOIL OR BORROW SITE IS UTILIZED 11 I I I I I I . . - � I " - - , Drawn: PERMITTE11 BOUND APPROACH TO ALLOW FOR DUAL LEFT-TURN LANES WITH ADEQUATE STORAGE AND TAPERS.(IMPROVEMENTS CAPE FEAR RIVER BASIN 1. � . 1 _ _ .1 -, I �­ .; 1 2. RE-STRIPE THE SOUTH PROPERTY OWNER/APPLICANT I I "l-.1"A'A Itl3mef-K- ,- I 1 . I � . � I JPD I �- �, COMMITTED TO BY OTHERS AND ALSO REQUIRED OF THIS DEVELOPMENT.) I LEE-MOORE CAPITAL COMPANY CONTACT:kikK BRADLEY e:- ,�, I I I -_ ­11."­,� 1. I I I I � � -RAMP TO RECEIVE THE DUAL SOUTHBOUND LEFT-TURN LANES WITH ADEQUATE : MR Amft_ - . .... .,�_I I �e,:: - I ­: I I I I i I � � - 1 3. CONSTRUCT A SECOND LANE ON THE 140 EASTBOUND ON I I I - I 1 - � DEPARTURE LENGTH AND TAPEPS.(IMPROVEMENTS COMMITTED TO BybTHERS AND ALSO REQUIRED OF THIS DEVELOPMENT.) P.O.BOX:DRAWER 9 PHONE:(01 9)1175-,2301 W Apo% I I I Checke& - I I I � - I J = I I � � I I - I I I I� I ISSANCE PARKWAY SANFORD,NC 27331 FAX:(919)774-8967 1 1 1 � � . . �� - I I I � - I I I NO 751 AND RENA ­11 I I I , ". I , I � � I 1. I I ­ I. I I I I I . MPA � . I I 11 1. CONSTRUCT A RIGHT-TURN LANE ON THE SOUTHBOUND APPROACH OF NO 7,51 WITH ADEQUATE STORAGE AND TAPER. - -_ I 11 . JuBsi*m C� � I 11 -, I � � . 1 I - I I I I I I I - I . I- I .1- �1 I � -TURN LANE WITH ADEQUATE STORAGE AND TAPER. BUILDING SETBACKS: I I I I " 1 2. RE-STRIPE THE NORTHBOUND APPROACH OF NO 751 TO PROVIDE A LEFT � � I TREE COVERAGE REQUIRED: 1.74 AC,(10.00%OF SITE) I � I I I I I I I I I I I I ' I � 3. CONSTRUCT THE EASTBOUND APPROACH OF THE SITE DRIVEWAY TO HAVE ONE INGRESS LANE AND THREE EGRESS LANES(DUAL LEFT-TURN LANES TREE COVERAGE PROVIDED: 3.28 AC.(18.82%OF SITE) STREETi 25'w OPPOSITE MU(D) . Project No. � I I I I I :,' ' - � . � I IVEWAY SUCH THAT THE THROUGH LANES FOR EASTBOUND AND -A coov of the a roved site plan ]rti6st: bo orl I - I I �­. I� I 11 AND ONE SHARED THROUGH-RIGHT TURN LANE).LOCATE THE PROPOSED DR SIDE: 50'-OPPOSITE PDR F_If pp I - 20088 - , i � WESTBOUND MOVEMENTS ARE PROPERLY ALIGNED,THE SITE DRIVEWAY SHOULD ALIGN WITH RENNSSANCE PARKWAY SUCH THAT SFLIT-PHASING - I ' � I .1 . I I I I I I I ­ I I IMPERVIOUS AREA: ±1.66 AC.(±9.52%) .11 I I �I 1. 0 �I . I � I . 1­1 111 .11 ­ ,� .� I I ,�,� � I I I � site and available for perioidift- lhtptct � - � - �,� � 'I - ; � WILL NOT BE REQUIRED. FUTUREIMPERVIOUS AREA: ±6.1 0 AC.(t 35-00%) LANDSCAPE BUFFERS: I � 'l-alon � � �11 ­�, I ­­� ,:�:,:��_ � � � �, - I I I I omputer Dwg.Name ­­ I * � 4.WIDEN SOUTHBOUND NO 751 TO CARRY TWO THROUGH LANES FOR AN APPROPRIATE DISTANCE FROM THE SITE DRIVEWAY WITH ADEQUATE � RR I RS-20-VACANT: 30' - "It , 1. � 1- I t6 ii�4,lu I I I C I � - I .1 � I I I I I I I . RDANCE WITH MAXIMUM AREA OF IMPERVIOUS SURFACE: ±7.76 AC.(±44.52%) 1 11 and use dur.1112 con-stinu,dion a, � ate�11 I I I I I � I I TAPERS.LENGTH OF WIDENING AND PAVEMENT MARKING CONFIGURATION To BE DETERMINED AT THE SITE PLAN STAGE IN ACCO RS-10-DEVELOPED: 50' 11 - , I 1 � I � I 200-88-Sht-01 wcovolr �I CITY OF DURHAM AND NCDOT STANDARDS.IF THE FULL LENGTH OF THE TWO THROUGH LANES EXTEND BEYOND THE INTERSECTION OF EAGLE VIEW I 11 I I � ,­­­1 e.I �1:,;­� :��-­ %: 1�_ -,­­�, _­ %,�..._,�, I 11 DRIVE,THE FULL LENGTH WIDENING SHALL EXTEND AN APPROPRIATE DISTANCE BEYOND EAGLE VIEW DRIVE SUCH THAT NO TAPER OCCURS AT THE DISTURBED AREA: ±11.40 AC_ MTC BUFFER: 100, compliance With the appr0l d Sil'"I 0- 11 I I I I I I � p�ani I I I . I , , I I I I I � � . I I� � - I � I I INTERSECTION. IMPERVIOUS AREA , Required inspwvzt1ons will: not take phice If I I ''...�,��.--::,:,:,.��,;,%,�,.!,,::,,�. .111:...� ­_� I . 5. UPGRADE THE EXISTING TRAFFIC SIGNAL TO ACCOMMODATE THE PROPOSED IMPROVEMENTS AND COORDINATE TIMING WITH ADJACENT RAMP I I I I I � � I I PRE-DEVELOPMENT TRANSPORTATION-RELATED IMPERVIOUS AREA(ACRES)= 0 &%.e avai 'e and r As- I Sheet No: SIGNALS. PROVIDE COUNTDOWN PEDESTRIAN SIGNALS AND CROSSWALKS. , I ]&I I Jobsite copy is not labl, � 1 6, CONVERT THE MIDDLE LANE ON THE WESTBOUND APPROACH FROM A RIGHT TURN LANE TO A SHARED-THROUGH RIGHT LANE PRE-DEVELOPMENT NON-TRANSPORTATION-RELATED,IMPERVIOUS AREA(APRES)= 0 1 1 1 11 . 7V 11 I I 11 , I , I , I I 11 I I I I POST-DEVELOPMENT TRANSPORTATION-RELATED IMPERVIOUS AREA(ACRES)= 1.27 ,As& � � IT III%be � I I I I 11 � POST-DEVELOPMENT NO . ,_­ 0 ----. - .,�. :, . N-TRANSPORTATION-RELATED IMPERVIOUS AREA(ACRES)=0.39 11011!59124101� . �r_0-09__0 11 � I - 1 2 � , IMPERVIOUS AREA"FUTURE" � ­ 1 . PRE-DEVELOPMENT TRANSPORTATION-RELATED IMPERVIOUS AREA(ACRES)= 0 PRE-DEVELOPMENT NON-TRANSPORTATION-RELATED IMPERVIOUS AREA(ACRES)= 0 11--�,,,-, ­1!.-;r-_-,r---r,------- ­_�_ Of I I POST-DEVELOPMENT TRANSPORTATION-RELATED IMPERVIOUS AREA(ACRES)= 4.21 1 1 1 � I'll ' 'I - ­ I ''I.: I , . , I I � I I I I ��­_; -1. 1". I ­ ",­ -_ - POST-DEVELOPMENT NON-TRANSPORTATION-RELATED IMPERVIOUS AREA(ACRES)= 1.89 --- I I ­ I'll I � - I I - I __ - = I I I I � I I 11 I I I -11 I I 11. I I -- --- � I I 11 I I - ­ 1 I I � ,� I I I I � 11 � - �I �� ­ - 11­11'' I I�l,� ,':: , � I ,�:. 1�o 1, I- � I I : I I I� � I I ��:,� � I _ I � r � ­ I ''I I ­11 ­',� 11 I I., I I I I I . 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RWMON ------- 00 GESSE1E;!N!C5 a 's"N' T-ZuJi;s� 0 INC co 6"\ A HOMES, z y pP0 GARY DIAW t,,"'gzg k,? 0, PAR�:��_Bijq 1 73 c-,2 5 3 A ------ ----------- E­`�i E, 25.9 7.��A 13 DE 2,31.37 _EV 2 P 73'. 3 69 p 387 �N, " *Ong. M i ill, ,'P�, _— A. _NTIAt. .SIDE U ,io J -D-Rr ZONE N i, i "'D 11, �T AN OE 7 J1 W J 3 NE) '28*54 o;, 05 N.0_;�"­ �c S N1 G f* Use-VACAN SUBURB N�EIFI, Z P \Cf) V", N" L=i to ;3 5­_ V_ cp rlig-0342 il tl ),\R0N RIVAS NORTING=783887.8540 lJ, Joset ao -v EASTINC­20.1GS2. PARCr i2o 11NAf Yll,':,"', (NAD 83) PIN# ()00345 ' _751 96 OB'u— 39 V,\ PB 169 P. Hr -,_,:,� NGLF FAMILY' "N �x C F _E� /N,, xi �,\x!,NT y�o 'J": 0� z z I '0 Use-W j 77�) V OW (J AR 2 Z.- 'T,'FR FIJ-13 F, T",0 _J 3: 1, "K,b""', �7, 5�, el� PADLEY It ..... TO F 7 C ......;Z LJ Isu 'R­,, < E�41-STIN W 3 A U) D13 uui % Use VAC J i F 0 FLY E a: W y W J `,T UD 05 'iBER 011 U) S, . ..... .......... J i? _M� 4 g ... ..... ........ J 77 % .......... DB 005M p.000&&I V A v E, U Wl— W 0 265 60 6v- - - U z NG L. 'C .0 TT `PMCE 1'17� 0 _d ........................... -11 4� ------- Aft]D Plil, J P.N# =1 7, bE L­­�i;__­7, Lp _J W U P"i PB 173 p.240 USE:COMMERCIAL I HOTEL P N/F ZONED:MU(D) P TIERFIJ-B X % SUBURBAN i7:1 k, N" 2L L SOUTHPOINT OWNERS z N-, Q_ D ASSOCIATION,INC ........... L) �;Nv 0'-"23 bz� z PARCEL ID:14&578 PINO 0718-03-23-1021 i V L 261 A, "'Ei, `2 C !G E DS 003290 p.000832 6,1 0,E F- 91 W c�- 230,26 PB 145 p.123 USE VACANT COMMERCIAL I V S L60.62 J ii ZONED:MUID) SiGi'l, il:W i,%"ii'�.Es"= c3l,3 Z UL 0 0 CIB,17 SUBURBAN TIER F/J-B P so "i V 02 2 7 8 262.,�--S 0 H-,1V OUT�-�2ES�313 NNI V I N1 2 57 0 NIF E"XL > _E_X.OR-2 SO=205.78 Rlv 256.010 SOUTHPOINT TERRACE OWNERS N/F U) U) V RC=268.27 I NIV�[)UT.--260.1 ASSOCIATION,INC 1300 KNOLL CIRCLE APARTMENTS LANUDSCARE AREJ W WIV�Nlx:26&3d PARCEL ID:198723 INVESTORS,LLC PIN#0718-03-22-3592 PARCEL ID:143580 0 fiTil 01;,T.*r 264.63 DB ODS508 p.000639 PIN#0718-03-22-5810 UJ PB 161 p.164 OB OD4206 p.000678 P13 W p.027 USE:VACANT/RESIDENTIAL U_ HOMEOWNERS ASSOCIATION USE:COMMUNITY/APAR]IMETIT-GARDEN RENAISSANCE PKWY ZONED:PDR 6270 ZONED:RS-M(D) LL z SUBURBAN TIER FIJ-B SUBURBANnER Ft" (VARIABLE WIDTH EXISTING 5 W UPSTREAM DRAINAGE PUBLIC R.OW.) (0 0 00 BASIN 69.09 AC. (SOUTH POINT MALL AREA) Date: SITE DATA APRIL, 2010 TOTAL SITE AREA: 117.43 AC. 759,251 S.F.) L E Cl')`E N D. TRACT 1 Scale: I of=60' SITE AREA:9.02 AC.(±392,911) ZONING:CC(D) CURRENT USE:VACANT DB:2388 PG:340 CS=CATCH BASIN Drawn: LOCATION:7806 NC 751 HWY,TRIANGLE TOWNSHIP, PIN#:0718-03-13-5168 JPD FES=FLARED END SECTION WATERSHED OVERLAY:F/J-B DEVELOPMENT TIER:SUBURBAN Checked: FES=FLARED END SECTION CAPE FEAR RIVER BASIN PROPERTY OWNER/APPLICANT MPA LEE-MOORE OIL COMPANY CONTACT.KIRK BRADLEY LINE TABLE FH=FIRE HYDRANT P.O.BOX:DRAWER 9 PHONE:(919)775-2301 LINE LENGTH BEARING Project No, Ll 20.32 S88*2833"E SANFORD,NC 27331 FAX:(919)774-6967 L2 20.12 S88*2&33"E A CP=CALCULATED POINT TRACT2 200-88 L3 10.36 $88*2833"E SITE AREA:8.41 AC.(±366,340) ZONING:CC(D) Computer Dwg.Name EIP=EXISTING IRON PIPE CURRENT USE:VACANT DB:6127 PG:195 L4 40.82 S88*1U34"E LOCATION:7906 NC 751 HWY,TRIANGLE TOWNSHIP, PINM 0718-03-12-6501 200-88-Sht-00-DA-Map-1 El MON=EXISTING CONCRETE MONUMENT DURHAM COUNTY,NORTH CAROLINA WATERSHED OVERLAY:F/J-B DEVELOPMENT TIER:SUBURBAN PRELIMINARY W_ W=WATER MAIN PROPERTY OWNER/APPLICANT CAPE FEAR RIVER BASIN Sheet No: NOTE: _SS- SS=SANITARY SEWER LEE-MOORE CAPITAL COMPANY CONTACT:KIRK BRADLEY NORTH N/ _OE- OE=OVER HEAD ELECTRIC P.O.BOX-DRAWER 9 PHONE:(919)775-2301 (P.B. 153 P. 225) TOPOGRAPHIC SURVEY BOUNDARY INFORMATION TAKEN FROM FOR REVIEW 0"NLY _G- G=GAS SANFORD,NC 27331 FAX:(919)774-6967 INFORMATION TAKEN FROM MAP PREPARED BY CE GROUP INC. INIOT RELEASEE) 'CLPP PP=EXISTING POWER POLE 60' 0 60' 120' ENTITLED"BOUNDARY SURVEY FOR LEE-MOORE OIL COMPANY" EOP=EDGE OF PAVEMENT 1 0 0 0 M 0 DATED SEPTEMBER 19,2009. FOR CONSTRUCTION BOC=BACK OF CURB M M M M M Of THE VERTICAL DATUM WAS ESTABLISHED USING RTK GPS;AND IS R/W RIGHT-OF-WAY SCALE: I"=60'(Horiz.) RELATIVE TO NAVD 88. 77- i6 0D W A, 16 NIF Y /* n U.S.A. U.S.ATTORNEY t", PRIMARY OUTLET PARCEL ID:143370 'A' 17, PIN#071"3-02-3550 V STRUCTURE _J 000�� OB 404 p.491 VACANT-COMMUNITY SERVICE 14, ZONED:RR USE: PROPOSED RELEASE POINT 1000 LONG - ---------- fit SUBURBANTIER-F/J�W LEVEL SPREADER WITH ENGINEERED VEGETATED FILTER STRIP I , � �i . 1� �,/, � /,k/0< U.SA, N f", _:� LU W JJ ---------- r --- PARCEL ID:143565 PIN#0718-03-03-2669 Q�1 if DB 365 p.828 0 USE:VACANT-COMMUNITY SERVICE 0 4 it 61 �61 11 iP z ZONED:RS-20 Iq t PROPOSED ------ SUBURBAN TIER F/J-8 —7w 0 PRIVATE STORM I it DRAINAGE _74" I h-I EASEMENT T V C4 A' Q yv if V PROPOSED EMERGENCY 1 z SPILLWAY ARMORED J` LL. 0 U v-, J ROM NIF t,�ZZ W W W U.SA 's W 1,AO Q§E1 U.S.ATTORNEY .0 PARCEL ID:143368 7. WAL EELIN N -371 !�`4'1 - :\ 1\�� PIN#071"3-01 52 , �\ jc�qf I i " —STAC[RUWATER: 4 "k/ DS 415 p.W9 ­4 USE:VACANT-COMMUNITY SERVI�E'�, _7 ZONED:RR t I TIER Fli-ts SUBURBAN t z Pk L A: z Z_ z 1)� tVARIABLE PUBLIC RW' z LU LL] HIGHWAY�O 0 z UJ < . . . . . . . . . . . . . . L�Ilo 0 . . . . . . . . . . . / //I 1 ETA.INING L Z > . . . . . . UJ LJ N z Z z 97i6o _6i2S z LAK ,e 8,jESSICA STANSELL WF PAKur 049 Ds 0049M V AMIY f i, f PB IDU �GLE�F j RESDENTIAL us UBURBP,N I> < o. . . . . . . . . . STU X . . . .. . . NIF 'IV.�"I -- 0% f> AE <\&AM' YNN WHITE AMJAMES 139 PIN#07'8-U"og 004W v- Ps 1w v P 'A' �:WALL ,111GLE FAMILY _N'TIAL zor4r 'ESIDF .BAN SUSUP .. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . P). . L C14 66iiFtOLACC FENC9 G z z INC G y DIAMOND HOMES J E GP 0 UJ U) p114#07`1511 0041bu v- 531 Pa lov RESIDENTIAL N,VACAN W UJ ZONE A -K SUBuiRBAN TIF F-oo LO z z F— _DAP '�2-8290 jOSE LLJ 0 PARCtL Iv' PIN#U1 gOW6 u. W 2 G U DBJ052(1 v-387 SINGLE CL AMILY P5 low v z < Z use, -TIF SUBURBAN V 5 LLJ 0 evTo Ty ---------- <AR 17154 7 b -2 0 "B.03 Z UI ........ F000 0 U) (n W G RIABLE f C" 12 W Lo 7 *SAN W G P < U_ ........ NIF R Z MKSL HOTEL,LLC. PARCEL 10:143572 -03-23-1243 PIN#0718 D8 005358 p.000634 0 PB 173 p.240 USE:COMMERCIAL HOTEL C:) 00 NN ZONED:MU(D) SOUTHPOINT OWNERS SUBURBAN TIER FIJ-B 2 8 ASSOCIATION,INC PARCEL ID:143578 V Date: PIN#0718-03-23-1021 v DB 003290 p.000832 v 0 APRIL, 2010 PB 145 p�123 USE:VACAN 2 2 ZONED:MU(D) 7 Scale: V SUBURBAN TIER F/J-B f7 BC 266.32 4i IV V Drawn: N/F 25 N NIF JPD SOUTHPOINT TERRACE OWNERS 2,6 7 V ASSOCIATION,INC 1300 KNOLL CIRCLE APARTMENTS PARCEL ID:198723 INVESTORS,LLC Checked: PIN#0718-03-22-3592 PARCEL ID:1435BO OUT=2 4.83 DB 005W8 p.000639 PIN#071"3-22-5810 MPA PB 161 p.154 DB 004206 p.000678 USE:VACANT I RESIDENTIAL FIB 148 p.M7 Project No. NT-GARDEN HOMEOWNERS ASSOCIATION ENAISSANCE PKWY R ZONED:PDR 6.270 ZONED:RS-M(D) 200-88 UBURBAN TIER F/J-B SUBURBAN TIER F/J-B (VARIABLE WIDTH EXISTING Computer Dwg.Name PUBLIC R.OW.) 200-88 Sht-00-DA-Map-2 Sheet No: PRELIMINARY NORTHAOWI& FOR REVIEW ONLY (P.B. 153 P. 225) 11kNI1 0 T R E L E ASE3 E D 50' 0 50' 100, Of FOR CONSTRUCTION 1111111 M M M SCALE: V=50'(Horiz.) P I # 0718-03-13-5168 W N/F PI # 0718-03-12-6501 U.S.A. �p j � U.S.ATTORNEY ELEVATION 258.10 PARCEL ID: 143370 - _ -r,•�•�.,r 74'WIDE � III II 5 PIN#0718-03-02-3550 ! �_:I. DB 404 p.491 . USE.VACANT-COMMUNITY SERVICE _ ZONED: RR �-'Iililll{'I M. ....>.� �~>...._ -•,, --�'-�..._ `-- ..., ^'°'® ®-. -___ n. _ - - - _-_- ---- -- -- SUBURBAN.-�'IEF�F/J�B =-i� � _ TOP ELEVATION 256.00 , _III -1_Iilhihi�il!�iIIII Z ,...•� -..„.... "'.+..-. �. _.. ._� __.___...._... .. .... ........ .. _-. � .. `_.-_. ._. I I'- I i i__..I I- hI , O I -- it � I III 111 _ I I I 'I !I i , ACF GEOBLOCK 5150 0R �• -- .,____-._._ -----_~ `..�" APPROVED EQUAL(SEE 3 - t�. , __�,.: >. --�,. _.,•_ � � DETAIL BELOW) _ _ _ - -- _ 10 MIN. -I- - - -- - --- -- _.._..._ __ EXTEND GEOBLOCK& _ - BEYOND TOE OF SLOPE --- „ _.._. 2 '� .--, -- --- _..._ ... -.� >• �' J.. -. ._ __ --_ � 9 '.-. .-._- � -III �, =I • �` TI GGR II I III" - POND PE { d ,_.,:>_- __ __ » 255 -__-____ _ __.- ._..__ -__.. r .-.._ -. .�. .-.•:•7 ., :1-�`'-{i!._:i__,I.-II __)...- _ (__III=�:I:- �'' - -_,i J 1 t - -__:�_ ��. ,_'+�.,-_.. _, ._ --.._.� __ ___ -----._ _ . __ . .�:�:• isI_ I�,-;I'i- I � ;Ili �I.__-_ ,,��I,11.3. -• •-= _ - - i ✓ O __- _. 1 _ _ . _ _., II I - _ - ACF GEOBLOCK I I I 1 l •. t .II _ -_ .�_ -`"`�- OR APPROVED EQUAL -! �,t l'���'I !_ Z I, � d � , �,;^ .y air„'✓ __�'w_~w `-:. - .... _.� - _.-_ ... - _ -_ _ .- _._ ,__ _ - _ I - iEEDETAILBEL O I ` � � I I^ I F � T...-. -•- V •, .. .:.__. --....-- __. _.. .___ _.... - _ _.. �\� r` � -I I 1=1,I �1 _ jjj _~ ry _ ^• , ry e +'� I s I �,�•�I,�,� ,. FOREBAY I a.7 SPILLWAYEMERGENCY NTS 18 „ TOPSOIL WITH GRASS - N_ m F 52 f� _ _ ~ S i Z 30 _.. UJ 5 I - _ ry r m SERVICE' WATER -_ - - _ _ QU __. _ -----PRESTO GEOBLOCK 5150 UNIT d m N 50mm � Z � LIT _..�.._. .- - - -- - - ..._ _ ... ,rJ, ,crvrrr,•'>'r. •.<ra. rr.%. a.:, ri ,� r 2 Nu _ s ..4:�'•;�;, "• t2:a`::,£ v \� � I - .a. : _. v , / .. _ .: , .- ,, �, : � f "�'-r' � )i_I t__� i_1 } _ , s .- �` ��s s y y i i 4_!^ \� F._,' `t I� ..,•� (1j 0 ; U >t k r:�, � � ; � .>. •..., .., .��,� , t. ,. <_,.,.- - � •, k )-, t -C r-' y C _ -� r,_.> �ti?-;_i -i_ -t" � .m � .•,iy, •<,..., ::y, -`-� - -v.., ® � , �r >�b-- 1 �.. � r __d Y _ -_._ .___ ___ 'a v r� , �\ ::,,j �,•• -,s a '. -, .>. -' __ ..._,......_.. - - ., k` �'`�..t y y t._ _, �` ,.__, �._f _.�-�_. t ; e ENGINEERED BASE Il - 150mm J _+y.-,*`� ,:<> �./'�• l#". O� �•�. A V{�� :. ,,. , . � t 4�- t :� }-, i' v t 1 3 %"t r S i :. S a set ``"<�' ., 1 �a �\, "�. '� <;. V .;> ,. _. � ,. `+„ �-.' ,:,.._.` ✓ k_r _�_f'e r r ,� i�'�`w�- 3 w 4 'i l� �,'. `�,, sf'•`",_,.-..?..�r'J , ,^,✓ l y� ^°'a � " 4 Mpy ''__ ... .._ .";� -., - .. i. / *5 t �\ / s i _ i� r-��s_.� .si. f \ \ J'-s,. y, i.:j � U y L �/y s`R4 .:�.,..- v. '\. ,.r'rn+""'C„ ,•` ,. - �1 v ._i fir"t 0 �, :, , > s , _ GEOTEXTILE _SEPARATOR MAY B . - REQUIRED FOR SOME CONDITIONS 4' `"a��,.•:,� :. r :,, ;; : !, ._.__�.._ . -- _._._._ ~-._.�..- -�>_. ...... _ T�y{���-_I� I�-I�I I I� : _ I 1, III,,,i_:I I 1 I;.�!�I ��I I 1 w� •s ,, J\- r ,�`k do, e. \ a ,.; ,. ., � -,�,� j-- _._...... .......... �`•:.. `, - _-f i -+I(-I_' i I 1-{�i" I I� - I _I-)I 1-1 I I-)i I-i�i-�1-1 11-1 11- ' ,� •.. J 4 I' I IE "-1 i f I I- - ' III!' I I - _ UBGRADE I:.- --I_I!';. I - - - --I I i�l I t :1 1�_I i� q , � y '.,..t.. \f� S .,. ., •. <, ,. \e .. ,.,-- _ _�I i - -'11__i-_I!i=-i I{_ III-- '.I -1 I i_:I I I�i I I�.�I I I__I I L��1{ TI i I-I 1'',_.I I I v - - r .`'a„/'. a`^;'• .'e1;r e�'�.,.^'� -. ;'� `'° o. > \, ,• 1 t""'^- _ i I_' -I - I - I - I - -I,+- i �`-,.o. •c � r�•, J``. +' �:;°i�ad'°, t'°,� v ,. qe. t \ �'• -I I i� ;I i .I �,1� -1 1 1 1 I li 1 :. � ��!i.- .I-�---I 1 I :1 1 .I 1-_i 1-.._1 I i--1(I-I! '__ 1 '"_ ,.�� ��.�. - DIN INFREQUENT PASSES •,,� HEAVY FIRE TRUCK ACCESS&H 20 LOADING,SINGLE AXLE LOADING- 145 kN 32 KIP p , s; :f ? TANDEM AXLE LOADING-220 kN 48 KIP �1 � ` � � `.,. `4 ;� XeJ 0I b) !, �•, CO GROSS VEHICLE LOADING 36 3 TONNE(80,00 ^ MAXIMUM TIRE PRESSURE-758 kPa(110 psi) y � • ° � v .� SUBGRADE CBR-2 TO 4 p 1 > } , ". > .b• , •`\r• NOTES: 1 �° t» CBR REFERS TO CALIFORNIA BEARING RATIO.AS THE CBR INCREASES THE DEPTH L�lJ 00 OF THE ENGINEERED BASE WILL DECREASE. ®o U) 0 RECOMMENDED TOPSOIL: ®®d' PLANTING NOTES: NOTES: SUITABLE TOPSOIL SHOULD BE PULVERIZED PRIOR TO FILLING THE GEOBLOCK CELLS AND CONTAIN SUFFICIENT ORGANIC CONTENT TO SUPPORT VEGETATIVE ®®®® LANDSCAPE CONTRACTOR SHALL PROVIDE PLANT MATERIAL MINIMUM DENSITY SHALL NOT BE LESS THAN 95%OF MAXIMUM DRY DENSITY WITH MOISTURE CONTENT GROWTH.TOPSOIL SUCH AS SANDY LOAM IS RECOMMENDED.CLAY AND CLAY �°���aAatiet%o`�a®�®®®v® SYM• QUAN• BOTANICAL NAME COMMON NAME HT. ROOT REMARKS FROM LOCAL SOURCE TO ENSURE SURVIVABILITY. CONTRACTOR WITHIN+/-2%OF THE OPTIMUM. EACH LIFT OF FILL SHALL BE COMPACTED AS NECESSARY TO OBTAIN THAT LOAM MATERIALS ARE CONSIDERED UNACCEPTABLE. TO PROVIDE SOURCE OF PLANT MATERIAL AND LOCATION FOR DENSITY. ALL COMPACTION IS DETERMINED PER AASHTO METHOD T-99(STANDARD PROCTOR). RECOMMENDED ENGINEERED BASE: WETLAND PLANTINGS APPROVAL PRIOR TO INSTALLATION OF MATERIAL. SUPPORT SOIL SHALL CONSIST OF A HOMOGENOUS MIXTURE CONSISTING OF DAM EMBANKMENT IS TO BE SEEDED IMMEDIATELY AFTER DAM CONSTRUCTION IS COMPLETE. 1)A CLEAR-STONE/CRUSHED ROCK HAVING AN AASHTO#5 OR SIMILAR SM 60 HIBISCUS COCCINEUS SCARLET ROSE MALLOW - 4"Cont. - DESIGNATION BLENDED WITH M A MINIMUM TWO-YEAR WARRANTY PERIOD SHALL BE PROVIDED •' z STORMWATER MANAGEMENT STRUCTURE IS TO BE UTILIZED AS A TEMPORARY EROSION CONTROL DEVICE 2)PULVERIZED TOPSOIL AND CF 60 LOBELIA CARDINALIS CARDINAL FLOWER - 4'cant. - FOR PLANT SURVIVAL AND REPLACEMENT. AT THE END OF THE INITIALLY. ONCE CONSTRUCTION IS COMPLETED AND UPSTREAM SURFACES HAVE BEEN PERMANENTLY 3)A VOID COMPONENT GENERALLY CONTAINING AIR AND/OR WATER.THIS V FIRST YEAR AND AGAIN AT THE END OF THE 2ND YEAR ALL STABILIZED,CONTRACTOR IS TO REMOVE ALL SEDIMENT FROM BASIN AND CONVERT TO PERMANENT WATER HOMOGENOUS MIXTURE WILL PROMOTE VEGETATIVE GROWTH AND PROVIDE .I NP 53 SACCHARUM BALDWINII NARROW PLUMEGRASS - 4"Cont. - PLANTS THAT DO NOT SURVIVE MUST BE REPLACED. QUALITY STRUCTURE. THIS INCLUDES INSTALLING THE PROPOSED PLANTINGS ALONG THE LITTORAL SHELF. REQUIRED STRUCTURAL SUPPORT.THE AGGREGATE PORTION SHALL HAVE A Z DP 118 SAGITTARIA LATIFOLIA DUCK POTATO - 4"cunt. - PARTICLE RANGE FROM 9.5 MM TO 25 MM(0.375 TO 1.0 IN)WITH A D,o OF 13 MM(0.5 DRAWDOWN PIPE AND LEVEL SPREADER ARE NOT TO BE INSTALLED UNTIL ALL UPSTREAM SURFACES HAVE IN).THE PERCENTAGE VOID-SPACE OF THE AGGREGATE PORTION WHEN 7 m LT 107 SAURURUS CERNUUS LIZARD TAIL - 4"cont. BEEN PERMANENTLY STABLILIZED. COMPACTED SHALL BE AT LEAST 30%%%.THE PULVERIZED TOPSOIL SHALL EQUAL Z Q PW 86 PONTEDERIA CORDATA PICKERELWEED - 4"Cont. - 25%%%OF THE TOTAL VOLUME AND BE ADDED AND BLENDED TO PRODUCE A /� Z HOMOGENOUS MIXTURE PRIOR TO PLACEMENT.ONCE PLACED,THE MIXTURE SHALL BE COMPACTED TO 95%%%STANDARD PROCTOR DENSITY. ^ a I.L •• 30' 12" 24" 5' S' GEOBLOCK 5150 SYSTEM USAGE GUIDELINE J O Imo. z CL ENGINEERS in LEVEL SPREADER IS NOT TO GEOBLOCK-5150 MATERIAL SPECIFICATION W ��/ T/C EL.=246.48 �-" FILTER STRIP BE INSTALLED UNTIL ALL 0 UPSTREAM DRAINAGE AREA MATERIAL UP TO 97%RECYCLED POLYETHYLENE Z O NON-CLAY SOD �" HAS BEEN STABILIZED COLOR RANGES FROM DARK SHADES OF GRAY TO BLACK ON TOP OF 6" 8%M� .. • `- EL.=245.98 CHEMICAL RESISTANCE SUPERIOR ® V- Q WETLAND CHANNEL TOPSOIL .ta,� CARBON BLACK FOR ULTRAVIOLET LIGHT STABILIZATION 1.5%-2.0% t�ii•.ems' `""`` ' EL.=245,90 6"DEEP x 100'LONG ° G/L EL.=245.98 UNIT MINIMUM CRUSH STRENGTH @ 21 C(73°F) 2,900 kPa(420 psi) x 10'WIDE MATERIAL FLEXURAL MODULUS @ 23°C(73°F) 240,000 kPa(35,000 psi) z = 100 LF @ 0%HORIZONTAL MANHOLE FRAME&COVER NOMINAL DIMENSIONS(WIDTH x LENGTH) 0.50 m x 1.00 m (20 in x 40 in) TOPSOIL GRADE SLOPE � (NCDOT STD.840.54} o NOMINAL UNIT DEPTH 50 mm 2 in o U RIM ELEV=253.00 ( } AT LESS THAN 1/o SLOPE 0 O SECTION MANHOLE FRAME&COVER MAY z A NOMINAL COVERAGE AREA 0.50 sq.m (5.38 sq.ft) (n U START-UP FERTILIZER IV WETLAND CHANNEL Cl) BE ADJUSTED IN ACCORDANCE 36"RCP CELLS PER UNIT 72 y' WITH NCDOT STD.840.25 CELL SIZE 79 mm x 81 mm 3.1 in x 3.2 in W ti 0 APPLICATION TO THE ( ) ENGINEERED FILTER �' y J' �' y TOP OPEN AREA PER UNIT 87% Q DRAINAGE STRIP TOPSOIL FLOW SPUTTER STRUCTURE 6'x 6'x 6'CONCRETE BOTTOM AREA PER UNIT 41 ! II ! I 11 ' 3 ; , i iIF. Box I I I I = I INTERLOCKING OFFSET SHEAR TRANSFER TABS 12 TABS PER METER(40 IN) W = W I ! EL.=247.00 STEPS(NCDOT TO LEVEL BOX(OUT SIDE NOMINAL WEIGHT PER UNIT 4.00 k (9.0 lbs I I- SM. SPREADER DIMENSIONS) } APPLY THE FOLLWING FOR GRASSES i 1 -III I I 1 1 I ' III I l 1 I I - RUNOFF COEFFICIENT @ 63.5 mm/hr(2.5 in)RAINFALL 0.15 9( ) = Q OTHER75 LBS OF GROUND LIMESTONE MESTONE PER I ! EL.=247.44 -v 18"RCP 6' 18"RCP UNITS PER PALLET 50 1,000 SO.FT. I EL.s l24 Ig I I € i I i f l l 1 1 ! i I i i l I s ` I g EL) 24598 5-6" 6"THICK00 1' REINFORCED I � I + il I f. -A STARTER TYPE FERTILIZER(ONETHAT IS HIGH IN PHOSPHORUS)BASED � I + I ' t � ttlFi I , I ' I1 gr � l ON THE TYPE OF GRASS AND THE T/CEL.=246.45 I i ( 1 I I I I 1 I s ` + i I I 1 I I i I 1 i i F T/CEL:246.48 MIN• WIERELEV=247.33 CONCRETE 51 a GE®BLOCK150 MATERIAL SPECIFICATION BOX PLANTING METHOD.FERTILIZER BAGS .. 18 RCP HAVE ATHREE-NUMBER SYSTEM = Date: G/L EL.=245.98 w ` G/L EL 245.98 . ' G/L EL.=245.98 U A M ® APRIL, 2010 18"INC.ELEV 246.50 INDICATING THE PRIMARY NUTRIENTS, PRESTO G ESYSTE SUCH AS 8-8-8 OR 5-10-10.THESE -i4"SPILL CURB a@ 0%6 HORIZONTAL GRADE SLOPE _. . NUMBERS DENOTE THE N-P-K RATIO- EL.=245.90 14, 1k %1/ 1k 14, 4 EL.=245.90 M GROUT STRUCTURE a 36"RCP THE GEOBLOCK® 5150 Scale: 1°=3Q'(Harz.)x 1°=5'(Vert.) THE PERCENTAGE OF EACH NUTRIENT BOTTOM TO MATCH IN A FERTILIZER.THE PERCENTAGES y y y INVERTS >' m ARE NOTED IN THE FOLLOWING ORDER: .41 /+ POROUS PAVEMENT' SYSTEM "�=--- Drawn: JPD N NITROGEN FOR GREEN `�' `V v' y SECTION A-A NTS COLOR AND GROWTH �, �, �, �, �, �,� �, �, 14, P2 05 PHOSPHORUS FOR GOOD NTS FINAL DESIGN Checked: ROOTING y K PLAN VIEW MPA '(" RELEASED � K20 POTASSIUM TO ENHANCE v, v, v, ,V �, NOTES: NTS 1 1�E L EAS E D PEST AND ENVIRONMENTAL .v •v .� •i• •� .v w � .v 1. ALL CONCRETE SHALL BE 3,600 PSI. �+ Project No. STRESS TOLERANCE. SOD ON TOP OF 2. ALL JOINTS ARE TO BE SEALED WATER TIGHT. F CONSTRUCTION 200-88 -TO BE COMMON BERMUDA GROWN IN 6"TOPSOIL �' `�' J' v' 11' li' J' 3. WIER IS TO BE PURED-IN-PLACE CONCRETE Computer Dwg.Name NON-CLAYEY SOILS OR WASHED SOD. .4, 4. REFER TO NCDOT STANDARD DRAWINGS FOR 200-88 Sht-11-WQ-Pond -AFTER THE SOD IS PLANTED,KEEP EL=245.30 100' EL.=245.30 BOX CONSTRUCTION. CITY OF DURHAM 5. NOT ACCEPTABLE FOR USE IN STREET RIGHT OF PUBLIC WORKS DEPARTMENT THE TOP 1.5 INCHES OF THE SOIL t""- WAY WITHOUT CDOT/NCDOT APPROVAL. MOIST.THIS MAY REQUIRED LIGHT PLAN VIEW 6. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR NORTH APPROVED Sheet No: WATERING SEVERAL TIMES A WEEK FOR 7 TO 21 DAYS. T/C=TOP OF CURB APPROVAL.G/L=GUTTER LINE (P. . 153 P. 225) ENGINEERING DATE STORM WATER DATE LEVEL SPREADER DETAIL WITH ENGINEERED 30' 0 30' 60' TRANSPORTATION DATE 11A M Mom FILTER STRIP SPUTTERBOX DETAIL DATE NTS NTS SCALE: 1"=30'(Horiz.) DATE ___ Of