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HomeMy WebLinkAbout20080214 Ver 1_Stormwater Site Plans_20080220 . f , . � \ \ � � � \ � � � � \ � \ � \ \ \ �. . � , � � � � \ � � � \ � � � , � � \ � \ \ . � � � � ' r -� � \ � \ � � \ � � X \ �� \ � \ \ �,\ � ` 1 \ � . � ` , j .. _. EXISTING CONTOURS \ \ � , \ � _ :�: __ � - - - \ \ \ ,, _ � �� � � ��, . .. � � � � . � 1 1 � � � � � � � - - \ \ \ \ � \ \ � � � � \ _ \ \ \ � \ � I � � FI NAL CON TOURS \ � � : \ � 1 � � \ `: :\ -` � � � _ \ \ � � � - . \ � . _ � �, �� 1 . ; \ � . � � � � � � � . � �1�1�1 4 . M1� rc i e u � \ \ � - - � _ \ 270. \ �.: -:: � : :; ,; . .. :-- ::.. : . - : , �.. . - . �� , EXISTING SURVEY SPOT ELEVA TION 4' . a� h't ct re . _ . ; 7 �- � planni g . _ \ � � � � � � � � �� + �� 1 ,\� .�: \ \ � \ � � � � �- \- � � � � �- � 1 � � I� \ \ � � \ � ��� 270.50T interier design , � � ° �� � - � � \ � \ � � \ � . � � � PROPOSED TOP OF CURB SPOT ELEVAnON _ \; � � . � � � 399.5 � �' � 5`. :� . : �� - � : � 1 � � � � � _ , . \ � � � � \ � \ �_ . -, � . � :\ \ _ .. � � � � � \ 1 � � � � \ � \ \ \ � : \ � � \ \ \ � � � \ �, \ \ \ . .� � ��' �`\ \ �` 270.54 PROPOSED GROUND/PAVEMENT EtEVA710N : �. - : � _ \ \ \ \ � , o � � � / � � � ` . � � � \ � � . \ � \ I \ \ � � \ : \ � � I -� \ � � � o I � � � . _ \. �� \ \ _ � � - \ � � � \ � � 40 \ � \ � . � \ � � � \ \ \ ( � � � 2 9 S T4RM STRUC TURE NUMeER - � t \ \ � \ � \ � � � � � � � _ \ � \ � � \ \ : ` � � . � � � � � � � � � � � � - EXISTING STORM DRAlN PIPE • \ � ` � \ \ � � � � \ \ � � \ \ � � � 1 � ��� `., Smali Kane Architects,PA � � \ \ . � � � \ \ \ � . � \ \ \ � \ \ \ \ I . � � ` h �''''� � � � ` : � � \ t � .STOCKP! FOR � � 1 � \ � \ \ � � - \ � \ � � �� ��` � PROPOSED STORM DRA1 N PI PE 3105 glenwoo�ave � � : � � \ � OPMENT � ' � . 1 \ � \ � \ DI T10NAL DE L / : suit�100: \ ��, � � \ � � .- � � - � � , \ � 1 \ � . . � \ � \ �� , �-- TREE PROTECTION FENCE �i r�leigh,-nc�761� - _ \ - \ 1 \ \ \ \ . \ � \ \ � \ \ 1 1 I I . � � \ � \ �: � _ � \ \ I � \ � / i � ,, � . \ � \ 1 1 � \ \ :l / ) � . � � ` - ` � � � � � � � � RD R OF RAIN PIPING SEE UTILI TY PLAN. 919-83��1994 1 \ \ � \ \ � � � 1 � : 1 I I � � I / / o d- � � o �- o � , : \ \ . \ \ p / O . O � fax 919-832-2993 � � � - \ � � \ j e�' d- �t' � - : : � � ` �I: � � \ \ , . - � � � � � d- � :.__- . - . _ . � I I / . : , T TEMPORARY CONSTRUCTION EASEMENT LAeEL. :. - , ; , � � CE _ , , _ _, . : . ;_. o - - � : , . - , �-) � � : � � � � � / _ 1 _ i � , ._ I J / � __�_ � , :: : : �o � : . _ 1 0 . . -- -_.._ 0 � o _ oo . � --� � : - - - . : � \ � I � _ � . � � � . : � � 1 � � � _ : l . � . I I � � '� I - �o � _ : - � I � .1 � \ � a� � . / : -- _ � � 1 �. :. r� � . _ � / � � � I � / _ I _ _ I / � ; _ _ I . I / _ _ _ . 1 �► _ 1 : I 1 � _ . _ . _. _ � _. _ _ : _ � _:: � / _ I : _ _ : . _ _ _ ___ _ _. � _ __ _ � _ _ � _ . _ � . _ 1 _ . � � / _ I . _ _ . �_ _ ._ I - I l 1 / / . . _ � o _ I AN U R AR :: .. . , : _ I � VA T10N INDICA T� AT CURB D G TTF E --� I _ - I 1. ALL SPO T ELE S _ - ^� / � _ . : - _ : . . \ � �_ � � _ , _ / • - -. _ , ,. _ � . - . :. . 1 _: _ . _ D ; � � � -� r _ o D � . __� / / _ ._ � . _. � ( : : � INIV. - -- / _ TO TOP OF �URB UNLE$S O T NER WISE SHO _ . . _: - ,_ �cs I _. _ i I o � _ _ 1 / . � :_ .. : . . . , . . , . _. _ _ , _ I _ , : _ . : . � I : _ I / ._ . _ . I \ I , I I _ . _ - : - : : _� I / � __ � i 1 : _ . l / : . _ . I I � , +a _ . I_ . _ _ I / c� - � I . � _ . _ _ ., _ . _ . : � : I I : . I _ . . � ...,� _ , _ ) • � d- = 1 A . , : : . T TA 1 TURSED AREA 3 C 1 2 0 L DS ,, 0 , . / , A� , � _ / / � � � ,�- : . �; -;�� ( � / f � :.: ; _ � � � � / / c-� ` � ,. - -, . - � : , � _ ; . ,. � / / / � E / � � . � c� / : �_ , . . : � _ ,., : � -- , � � . . _ l 4 � . 1 . / . I I , :. . N A R HA ADJU$T ALL EX/SnNG VAUL T5 MANHOLES _ . - _ / / 3 CO TR CTO S LL _ _ \ : _ , � --�� , / � � 400.4 _ . � - - J . _ 4 .4 401.7 401.7 I _ : . 00 � . . 1 � / _ 4 .4 401.7 / � � _ __ � . 0 1 _ T . :A ,N T _ � , _ - . _ _ -- �00.4 _ STORM DRAIN STRUCTURES CLEANOUTS E C S EEDED O � ,_� � . . : - 400.4 ,._ \ �ti � � . . - I / � -� � _ . . � . . � ( �, / _ _ _ 1 / ! -_� � � � / � - - MA TCH FlNI�H GRADE. . �. � • , / . , � , / . _ . _ - - ==--- - - - --- - . _. � � / � _ �L. � - - --�L - �� � _ , � 1 - . _ � - . - � _ �--- - .� . _ . . � . . . � � : • . ` , .. / � 400.30 -� 4. ALL 6ACKF1��, COMPACTION, SOlLS TFSTING, ETC. SHALL BE � . � � � � /� • • � � � � 400.30 1 , I � � � / / • . . . , � � . _ PERFORMED BY THE OWNERS 1NDEPENDENT TESTING LABORATORY. o, \ � ..� . � � W f . / / � � l / . '.'_ � • 4D0 398.:70T �-� . . . (SEE SPECIF'�A1]�I�S FOR ADD1770NAL lNFORMATION) I m� � � / / I � I � � • - • � - 1 ` � � 1 I � � � O, ��.�F;::, �:,�-�. • . -,.._._ . _...-- . � . . /� . . I _ � ! / / �, / � ;- . � � � �� � / � ��'* � � � ,. \ � �/� � / / w / ., - � - k�:.��w�,.:� � � � � � 5• ALL STORM ��RAIN PIPES SHALL BE PROTECTED WI TH STONE FILTFR � � � ; � � _ � � ,y /�� ,x � �� M:� � � ���.�..� � � � 1� � � . � PROTEC710N AFTER STOPPAGE OF WORK EACH DAY. SEE DETAlL ` 1 / / l / , �, �j' / � � � � 1 � / � � ____ � / `,:,: / / ���,;.., �-`- _ � / / o ... � � / / � � l / � � � � l i 16 �5 ON SHEET f>7.1. �N�� � �l f ,�� � � � l � o � � � � ����� � � . DUANE CHM4EGE �-� � � �� � � � � � � � � � / i� / 399.70 T �� i � l � � � � � � � / � / � � � 399.70T 6. EXISTING VE��ETATION WI TNIN TREE PROTFC1i0N AREAS SHALL DB 1 i633, P ��21 � -' � � • � � � _ / � � � � / � � • REMAIN UNDiSTURBED. UNLESS NOTE'D OTHERWISE. "�- ' : �� / '� � � / / / / / J / � � / � / 4�p / , � , / �' �Q _ . e� 2000,�PG. s�s� �' _ _ � l �. � i '� � 9 � � . _ / 1 / i �: / / / _ . � � / _ � � : . . . � _ � , _ / / � A APIN AN XISTiNG TREES & SHRUBS TO _ - � / / � / _ . / �►' F 7. ANY AND ALL L NDSC G D E I�1N t�658.b4 �-���-�s _ / . , _� / . _ , �` . / / 1 / . / _ / / � : / i / . . � _ . . - � R MAIN WH1CH ARE DAMAGED DURING DEMOLITION OR _ . / / • . --� E N . 1. / ; / . AKINS � _._-_ _ -� . - - ZOIW G �L. : . _ l l M RGUEf�I TF B _ / / / 0 5 _ . 4 - ; __ / ./ rr /, - . , � / / . _ \ r _ , � / I l 1 P Y TH CONTRACTOR • � / � t�SE. Vi4� N�T . :, ,_. 1 - / I - ,,, / / / � � PG 348 . � CONSTRUC,�..•N SHALL BE RE LACED 8 E /4 . l l / DB 2 82, / � _ __ r / / , . / , / �� / � / _ A TRATN : � / / _ _ UTiLIZlNG A LlCENSED LANDSCAPE CONTR C 0 0 � � / � / 4 / 4 1 -R EED 05 ---, / / _ I�B 456, G. ) 9 . / � � . : : , � , � I / l / / �, � � / / / i FFE -` ._- , : .. ;,.. � ,. � c� � : / / / _ _ / � / � , , 400.70T -_ ADDI T10NAL COST TO THE OWNER. � / � �, � � / / � PIN� 0658.04 81 21 3 / / � � 398.80 � 400.70T 405 . : � � ` �� � : ;: / / / / � ZONlN : R40 I � � / / ���- 399.70T 399.70T . � / I t. � � � �/ �--- - - 8. THE GRADING CONTRACTOR SHALL COMPLY WI TH ALL STA TE . / / / / � l '� G�ROPS� � � � . � � 396 0 oj, , _ � . / US . AGR1C L TUF��/ / / � ` i / I , � / / � / / / �� / � �j 40 i.25 T CODES I N Od SER VI NG EROSION CON TROL MEA SURES BO TH / l � � � � � / / � � � / � �� � 398.75T ON AND OFF-SI7E. ��������� / � c- _- .- / / � � � � / / / � � � / `� : �� � / � . ��. � � � � � � :� / � � �.• �� �A �' ,. ����..;:: � � l �� � � � I � � � � � , �'����� � ' � 40Q.5QT 9. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL �� "�� �Q ��, � / f ../ l 1 I = � � � � / � / � � / .:r. � / / . � pc0 401.50T - AFTER EACH RAINFALL EVENT OR AS DIRECTED BY STA TE •`� O� �� ''. / �: � � / / / � � °o / / / / � � 75 T � . � / / . O T 398 -�- -i- + r- DEVlCES � .` '� ��S�O - �L'� '� � / / , . � ( � � "' / / / � ... ,������:��,� � 398 3 ' � AUTHORI TlE... OR 7NE ARCHI TECT. � 1_ � I / 4 �.90T . _Q`° : . / � �. 1 / � o / / � o � 1 � / / �.� o - Q - DAS NC PR ER�7ES LLC/ � �/ / 1 I � ,�;: � / �: ��� � � . • - � � �. � / � • 1 - !_ 10. SI TE I S NO T WI THI N 100 YEAR FLOOD PLAI N. Ep��� - , / ` I l I o � C �, ��;� �� J / / l i D 9 8 , --_ De )1633, P . 1�8? / � � � � � / / � � � ��;:�:z.�r .. / � � / � / 0 40 401.50T � _ _ � � ►� � � � � � . 953 - BM 20D0, P . 9 8 ( / . � � � � � � � ��= / ( � / / 397.00 �r- � )). THE GRADINC CONTRACTOR SHALL BE RESPONSlBLE FOR OFF-SI TE � � � I I I � � ,: 1 � ,- .. , / I / • � 1 P SA OF ALL CLEARING AND GRADING WASTE MATERIALS • • PI N� Q658.D4- 0 3�5�1 � � , � J \ � / 401.75 D S 0 L � � . � �I � � � ' � I 1 / � �- . .� F � r� � NING. LI � � . � . -� / � / . � :( l R1N N TRU TION AND FOR OBTAINING � NG � • ZO / , GENERA TED G'cJ G CO S C . _ , 1 NE �' „ � � � � � � + �� / � \ � � � O�o _ . _ � �� USE: INDU57141AL BUILDI G - I � I , � � / � 1 � � 401 5 ALL APPLICABLE PERMI TS FOR OFF-SI TE STOCKPILES AND/OR �i, Q�'`��� . ,,� y p� �, ��� 45 T WASTE AREAS. � � 45 T 401 95 402. � 3 ` � � � � / , 395.0 � � 402.45 T 402.45 T 402. - - ,�� � � 3 7 .00 �� . .. ..: �� i / / � � � I I I c I I I � . � . . ��. ..:-- . � D11 � � � � ����������� �g -� / �� � - 12. A C NSTRU 110N SHALL BE IN ACCORDANCE WI TH ALL TOWN � o c : r9/ � .► � r l � � � . _ . , l 1 . . . . . . . . . Z/ � � \ . - � � OF FUQUA Y-VARINA AND NCDOT STANDARDS ND EC CA TIONS. : � � • • • - . . , 402.65 402.75 402.75 � • -,-- . . � r ( � � __ . . �,_ 402.75 . . � I f 399.00 ' ' ' ' ' ' 13. WETLANDS AND STREAMS HA VE BEEN FOUND ON $1 TF. NO WETLANDS I � � : I I I � � / " � � � � / � � � �f'� � 402.70 442.3 WILL BE DIS'TURBED ON SI TF. STREAM CROSSING$ WILL BE PERMITTED � � � 399.00 � ( � o � / / � . . �- . . I -'� �. . � � . - _ _-- � WITH THE NCDENR DI VlSION OF WATER QUALiTY AND TNE USACOE. � I N .� I I ��y � � � � M . I � � � � 2 2 4 P V C 2 4 0 2.8 2 \ 4 0 2.8 2 I .., I I � I / 2 1 4. C L A Y L I N E R S H A L L B E I N S T A L L E D F O R W E T L A N D S B 1 A N D 8 2 S U C H � I } �� 1 . , . . � y � 1 � 1 � 9�' ` l � �� � I � � I 3 9 8.4 0 � . � T H A T T H E M I N I M U M I N F I L T R A n O N R A T E I S a.0 1 1 N/H R. � �` \ � / � � � � � � � � 1 1 \ � � / � 2 1 I I 1 � �� � , � ` � � � . � ` � 15. THE tNSTAL�D WETLANOS AND BIORETENTION SYSTEM'S SHALL MEET 1 � � � � �- �� I 1 I I � THE DESI GN SPECI FI CA T70NS UPON 1 NNI TIAL OPERA 7i0N ONCE THE , :- _. _ 1 � o � � 0 � � � � � ,� � i / I 40 _ . . . 1 i I � � PR4JECT tS �OMP TF �4ND 7NE N77RE,DRAINAGE AREA IS _STABILlZED.:: __ _ � . z v� �� 3 .00 � / � � � 399.00 � o \ � . . . 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N , �/ ✓ \ � D 16 D9 1.00°l0 1� 90 RC P 39�:90 � � � -� �� �� � 401.�2 � _ -- 1 ` \ � � - ` 39d.00 398.70 3.80 C8 / � �� o � _ . � , FFE-403.oo � � �� i � . \ _ \ �� O � , � � � � � � � 402. 7 , � � F � � � I 1 0 0 nn . _ - / / / : . � � � �� 9 � \ 3.�0 DI s / / \ O \ \� D1� D10 17.91/0 1� 66 RCP 393.00 392.40 396.�0 V V . - � � G,� ?� 400.72 � -----__ !� � � \ . . � . � \ _ � i � _ /: / . \ \ � ,�. � � 402.10 � / \ � � � \ : / : �0 / � \ \ \ � ��'A � � ` � � � ° ` , � y�G� � 4 ..3 4C12.4 �� 4�2.4 � � � D18 D10 1.09/0 1� 64 RCP 392.00 391.30 398.40 6.40 DI � � / \ � � � 02 \ ;� � � . � \ � � � � �� ��� �-_� 402.77 ` 402.77� 4 . 402.77 , 402.77 / / . � \ � � , .: ;:_ 402. ° . � ` \ D 19 D20 0.62� 15 22� RC P 39�.00 393.60 402.00 7.00 D I / / � � � \ \ . - -- � ° 1 216 '�C P 393.�0 391.00 397:00 3.50 D I / �� \ � � � � \ � D�0 D21 1.16 k 5 D o �--- / / / \ � � �.� � \ � � D21 D12 6.96°l0 15 112 RCP 38�.00 374.20 39�.00 13:00 DI �G;��� ����� p�Q��� � / / . � \ \ � ` \ � � � \ � � � / . � ` � � - / � � - �C�Cn1�OC� ����t'C,� . � / . \ \ �:. � �� � 4�Q 1.95 � � � // \ �. � ♦� 402. 401.8J� �' � � \ ,���. � D22_ D6 1.67% 8 60 P1�C 397.00 396.0� d02.00 �.00 ID \ \ � � : x � / � _ -- � � � � � � __ _- E � , � / . � � \ �� � � � 40�.JJ --- ��7 / 4�2 � 37 � 4�2.37 ��2.37 \ � D23 D24 1.2�.0 8 32 P1�C 397.00 396.60 . �- �o�.�a _ �:�o io �l.�Ql.���-1�,��'1�1�, NC � . � \ � �� � � � -- ` __ o _ � / � \ � _ � __: . . . ._: D24 D2� 1.14/0 8 44 P�/G 396.5Q 396.OQ 402.�0 6:00 ID � / � � \ � ��` � � _ __ . . _ � .,; . � / � � _ . �� D25 D9 1.36% 8 66 F�VG 39�.90 39�.00 �402.�0. 6:60 ID / ` � ` / � \ ,,_ � � . � \ _ _ o � . . \ � , � � _ - / / � ♦ ( D26 D27 1.30% 1 Z 23 RC P 396.90 396.60 d02.�0 �.60 01 � / . � � �� � '� Tp �� � � \ \ \ �� � / � � � � � OF � �`�--�� --- ----------- ----- - �� \ � D27 D19 2.22°�0 12 63 RGP 396.50 39�.10 d02.50 6.00 DI . � . . . �. . - . . . � / . . � . � \\ \ �Ql,w� �_1 `�- . �� ^--------------� . ---;------------ --- - - - _. . . . . . � \ .�:y \ ��`t � �.� �� �� ��{ ^�.: , , , 1- �_..- / � V � � �_ �----�-�-� L .�� 9 Lx5 Wx22 TH R �__- � � \�� - � �� / . \ � \ \ � AR//y 4 � �� � ;_ �. ;.,-��; E6 B�0- � NTl N AREA A \ \ D28 D29 8.89°l0 18 90 RCP 367.00 3�9.00 31A.00 7.00 PO � \ FA,��, � ;�_3,.;k; � � � Q OUTLET �TRUCTURE � . . � � ` ��E'M � �-� -__ f. � CLA�B / � _- � .� � ,� / � � � _.-^ \ \ � _ � ° . 350.00 363.� �.70 �nH r4�ITECT 8 t°}�+OJ�Gt NO. �'i�3�41 \ °° \`� � � �� �$ � _ � D�9 D� �.16/o,. 18 , 64. ,RC P 353 30 � � � / / �\ ` ---___ � `` � � ���_T� �_ -__ � / _ � __--- ------ ------ ----- -� � \ GLH PRC�J�Gt NO.�6-129 � . � , . \ , / . � . � _ .."�. \ � ` \� i'��O '1���� S � , � ! . .. . . ., . � � / \ � � � � O T ���� � �.,---- � ! �_ ---------- - --- -- \� E1 E2 0.7d°�a 15 �4 RCP 398.�0 398.10 402.� 3.�0 . 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O�F' YI IS Rl�l OIF'SURFA(�INfLUENT,• (.� CATG�1 BASIN, �E DE7AR SHEET C7.6. v \ : USE: POND � � �� ��� I I � / i� � � IS TCJ�' 0�GF?A TE• MH AND (�IH 15 TO�P O�F' CLEANUUT SEE DETAIt SHE�T C7.4. _ \ � / a � � • �'' � . � . . � � � �� � �� � � �IA�; AlVO C8 IS TOIP O�F HO�OID. D! DROIP INLET, SEE DETAIL SHEET C7.4. S C ALE � / ; � . GRAPHIC \ � �s �v ovv sECnav �\ � � . � ,- �go �� N VERSION OF A 2� � � ��p'�FO�R ROOF'DRAINA(� �p INUNE DRAIN, SEE DETAIL SHEET C7.6. 40 �0 20 4o ao � � 1. CONSTRUCTION OF A S RMWA TE�R BMP AND/OR THE CO �;,41ERAL p�pFS, � � . ��� TEMPORAR�-E-�Q�ION CON OL MEA SURE TO A S TORM WA TER BMP ARE NO T TO MH ��uvHaE, �DETArL sHEEr C7.6. : :: � - � --! . . ----_ BE;.�1�1-d'��t TH� R EC1] UPGRADIENT ORAINAGE AREA(S) ARE COMPLETFLY 3. ALC DOWNSIREAM O�V�LET SiRUClURES S�IALL BE RCP RQNFO�R G'OINCRETE P/PE 1�� � � STABLIZED. cau��ta��o avo s�cnavs(�s) unr� Rc,�/sv RCP W/SUBDRAIN, s�sve�RnrN �vcH . . � � on��w�s� sECnav av o�ra� sfra�t c�.s. _ . _ \� , �( � �� ) ` � � R T A PE M ENT STORMWATER BMP, EACH TEMPORARY YI OIPEN THROAT YARD 1N[.ET, SEE DETi41L SHEET C7.5. : - . 2-�F CONVE TED 0 � in� = 44 f� � EROSION CON TROL DEVI ES H LL BE EXCA VA TED DO WN TO CLEAN SOIL, SUCH 1 STRUCT UR�iD..N0. - � � . THAT A1�. SEDIMEI�T AN SIL \1 REMOVED. : . � Q 2�� �'1A1.L K:ANE ,�►RG�IT�C78, f'A. r4L..L COl='Y�?IC�1-�t RIC�NTg RES�1�1r'�D. 12 i��,1,4R1'Z0�08 - ❑ \ � � . . ,d � � \ � � � �' : � _ � s \ .��: � ` � �i �� � � I � \ , � � . \ • �\ l � � � - � � ` � r � � .� � � \ \ �. I � �� � �\ _ � -.-�'' � �'�-- � � � � ,�, � � 1 , . � \. �, �} / - _ \ r � \'� \ � � � � -� �� , � \ ��� � : EXI S T1NG CON TOURS , � .. " _ _` � � • \ ��; � � w- =r ��.�. � .__... � -.��- � � `�� \ � : \ \ \ ,� _ _. ---_ _ _ O ��A, �:, \ � �\ �. - � � I .: � \ � I �:� 1 \ � � � . � .�, t \ � • � � \ � \ \ �.' :j\ � `°� �� � � -� � � I \ \� � � � \\ / F1NAL CONTOURS � � : � � � � I \ 1 \ �.I \ o � _ � � � � � t� � � \ ��. ,�\ \ � � � ` � �� � �� . � � � � � � � � : ;. _ , - . -- . � \ � ��,;: � I \ -:,. � � � �� � �� � � . . . �-.� .. � �� .:. ` .. : � `� �f � \ � '�>� 270.4' EXISTING SURVEY SPOT ELEVATION architecture � \ \ � \ � ��F- � � + . _ ,,, � , �-_, �� � � \ \ \ \ � �. \ � �� \� � \ planning -� ,� � � � � � � ����� �-� � \ � � � � \� � / � � ` � \ �� p � � � �y =\ �� � �.� � J' � � \ � � � ��� 270.50T intenor design � �0 � \ � ,.,: � � � \ •.� � \ � \ �` \ � � � ` � � \� �� � � PROPOSED TOP OF CURB SPOT ELEVATION � --� -� � � \ \ \ � t• \� � � � � � ��� � \ � � � 40 .85 T � � \\ :_ �,, � � \ �� \ \ � � � � �� �� o� _ � \ � � � �� � � I � Q � � � � \ � . � �---� - -----�"" � � '-� �� � ;� I ��.� � � � � � �� � � �� � � r 270.50 PROPOSED GROIJND A VEMENT ELEVA 770N �, \ � ..3 �, � � �� � � 1 , � � � \ , � � I � ` � c� �' _ , �./ . � � � � _ . � � � r ` � � � 1 � ` .�.:��.h � � � � ��� � � � l �� \ � � .�,. .:�� . , � � � � � � \ � .� � \ � � � 1� -r � � � � � . _ � : / O� � � \\ / � \ � � I , � � \ � � 1 �� \� � �� _ 29 STORM S714UCTURE NUMBER , 40 � 'S \ � \ 3 � \ �� � � � � � � � � � � � � , � . / � \�� �. � � � � s 1 � ( � �\ , f � : . \ \ ; _ \ \ � I / ;,,' � \ � �� � ` � / EXISTING STORM DRAtN PIPE . ' � � � �-, . , � � ( � \ ) ! � � � � � � Small Kane Architects,PA l , � � �, � � � � _ � \ � \ �� � -=5� � ♦ � � �. . . , , 5 � _ � �''"�� � \ \ )` /�� I � �- � � ` - � � 1 \ � / / / A; \` � N/F PROPOSED STORM DRAIN PIPE -� �.�-' \ , \ � �J ° \ � 2 � � � � :� 3105 lenwood ave � � � � � \ / \ � 9 -- � .-_._..- o \ � �/2 �'' � � � ; ., � \ 1 / / i l � \� � \ �J K i& A DEVELOPERS, LLC . �-- ,�- o � /� c� � o � \ � � � / O� . T � / G Z � � : � \ � p� / 08 8 �� � � / � � � `� � \ ` . ' / 92 suite 100 � � � � � _ �. - � � � � �. \ � � DB 46, PG. f 057 TREE PROTECTION FENCE ralei h,nc 27612 � \ � �� �' � �, / ,� � � � � �' � 9 �-_. � p • � �`: / � �� �\ r �. � � � �✓ � - l / � � \ �� � � \�_ PIN� 0658.04-91-7082 o . � � � -��, � \ � -� --� � ,-� � � � � / � / � / �. � / � _ \ ZONI NG, R20 RD ROOF DRAI N P1PI NG, SEE U 17L1 TY PLAN. 919 833-1994 O •�}. � 1 / ����L � � �g___=-,--=�� i ���� � r / � � - � � \ _ � � / � �" \ \ `---� �� ----r--= 4 p ��' �.� / l l / / � � / \� � ` l USE: A GRICtJL Tf 1 RE/GROPS fax 919-832-2993 \ �---.�-- � � �--,_�� %-=--�--`_ _�-� --- � 1 I I l / � ` �� � � � � � ,/ / �__�_i //� _��i`_.. s�--- l,� l � ;_ � l r \ \` � TCE TEMPORARY CONSTRUCTION EASEMENT LABEL. � � . � � .,� / \� �------_,--_--=��_--_--�_- � � / � � \ � � � � � -- -�` -�� -- ' � Q s�'� � \ \ � � "� -�. � _�- !. _,.� ^ O � � \` / 1_~ -\ ��/ \ r�� //��� _'_`__��/ `t O_,���� �--�.��-r�f \ ' ' � � _ • � ` \ � \ O� ' / -'�C� r 1 ti s� � \ \ . ♦ �� � � �'. : � _ � 1 �_.f- /,- 1-;- - ===--- _� � � `� . � _ � �" ,.---_-.---_-,�- _� �--� � 1 � � l I � �� l � � �\� .Q� ���i �� � �- � � ��---� ��----�j- - _.._..�� ��� r�___-��� 1 / I I � ��•� 2` � \ � \ i G 1. ALL SPO T ELEVA T 10NS I NDI CA TED A T CURB AND GU TT FR ARE � -.---- --_.._� � / � / �----- �- _.,_ ---=--=------ �=-_ � 1 I � -�� s � . � � ��� � � _ __ __ _ --� _ \ � � � . � � . a D D Q / /' I _-___--=----- ___----- - �`� .� � I I � �.� � \ \ \ � � � � TO TOP OF .,URB, UNLESS OTHERWISE SHOWN. . , . • . [,9 / �� / / f_f�� -!� �_�� 4 O O • ' , • a� \ \ / � � / � ' / �. \ \ \ \ . \\ g'S��. . � � � . . �- v � � _� �-- � � � � \ � . p • � � � -- � � � 1 � £�r=fy: � �� \ � � 2. TOTAL DISTURBED AREA = 31 AC. 0 O ` �� , - � I ��� � . � � / z / l � � o � \ \ � • � : o a' \ �-\�\ - � �� � . � / �,( � � � . �. I �`� / ti � � � � , \ � � � � � � � �� + J � ''`� __ �° � 3. CON7RACTOR SHALL ADJtlST ALL EXlS71NG VAULTS MA � - ���� - � / . � � o � ��v� � <��� � ` \ � NH � � � / ,,��,� � , o \ ��o � 1 � � � 1 :.. � .,; �o� � \� � � �\ , oLES, 400.4 4 1.7 ,.-� � �-� ; � � - � � � � 2�`-� I � I �:��,�s.��`� � \ � \ � STORM DRAIN STRUCTtJRES, CLEANOUTS, ETC. AS NEEDED TO � � 400.4 • � � p . � �� � � � � _ � � s / \ � � � � �` . �� \ �0 � ( .� �.�� � ( �s.:... � �`� � �� MATCH FiNISH GRADE. _......� ' 7 � � r4_ c� � ` �� :,;,, N �\ \ \ \ �ti. ...�� .�� = -� � � � , I � I � �-�:�. � � O �.�. l � �°� � � � � � 4. ALL BACKFt'LL COMPACTlON SOILS TESTING ETC. SHALL 8E . �\ � o �s -.� 1 I I I I � . `� �� � � • � , . . :�: � \ � __ ; - :. . \ \ � s �(� -� I � / G � � � \ PERFORMED 8Y THE OWNE�?S INDEPENDENT TESIING:LABORATORY. : � I � C �� � � _ : . l I . - . .�. � _ _ � � _ � ::. , � __ .� , - � ., _ : .� :.. SEE SPECI FI CA 7l ONS FOR ADDI TIONAL I NFORMA TION _ .. :..:::... :: \ �,� � � , \ � _ ( ) _ .: ... ..: _ : . .... . _ �I I N .�t . . . ; � _ ; ____ . , . . v . .:., ,:,. _..,.._-:...:. _ / �� *nM1 � � �� � \ � �. _..... _.... ....� _ _ - . : : - •. •. : � / .,h. � 10 X70 IGHT � , i � / � � - -.. . . _....�. .. :: ... ._ . . _ . � � � �.s � f � I / I I , � v'�' � ` � I / I I TRIAN E 5. ALL STORM DRAIN PIPES SHALL �E PROTECTE'D WI TH STONE F1LTE1� . : .: . . ... ...,. _.. �, � � �,,� �:(. .i � � �� � . ` -� \ � J / I � �, / f � � \ � ;��,, PROTECT70N AFTER STOPPAGE OF WORK EACH DA Y. SEE DETAIL _ �``� � \ . � I I � � � � � � �/ ` � \ � � ON SHEET C7.1. � . `...� ._._.,- ---.' ` � -- ---_-� 1--� � \ I I � � 1 �: \ ___.____----_.__ I � 1 I I I / I �' I I � � � � . � \ � � � �� I I � � - � � � I � 6. EXISTING VEGETATION WI THIN TREE PROTECTION AREAS SHALL : � ... : �. : � . � � Z I � i � I � � �.� I � � N � � I � - � � REMAIN UNDI S T URBED. UNLESS N01 E'D O THER W1SE. . �`'c o � . I� I � � I W �, � �`� � �� � ' � _0 N� � z \ . � ( � � � I � � , � ,�0� 401.40T o c�-�, � _ I�� � � � � � 51 r ;�� �� � � 7. ANY AND ALL LANDSCAPING AND EXIS1?NG TREES & SHRUBS TO z � � I � h � � � �' � � ( �,�, REMAIN WHlCH ARE DAMAGED DURING DEMOL1770N OR � , � �.,�� -,� . ��I I \ � 1 I � � � , 401.60T a0 � � �� �� � � o �� � � � � � I °� � '� � � �� CONSTRUC�-c�N SHALL 6E REPLACED BY THE CONTRACTOR 4�0.05 � _ N � � o � ` � N � � � � POND �- � T°� I I s � � � `� ' �� U71�IZING A LICENSED LANDSCAPE CON7RACTOR A T NO �� � � � I � i � � I I � I � � \ \ � -, =� '�--� � � � � 1 � . WA TER SURFA CE ELEVA TION � �-=-�I s \ ( ADDI T10NAL COST TO THE OWNER. _ - 405 � ,-'� � + � � � � � � � � _ a.��.��� \ \ \ :� 4 - --- 1 0 � �� :.,�. � � � . 45 � % o � (AS Of 08/17/07) . I I � � �y :-,, _ �� 5~� �� � \ � \ \ �. 8. THE GRADING CONTRACTOR SHALL C�MPLY WITH ALL STA TE -� .. \ � I I i i I :�- .� � ;,� � -� .. _ _ 400.50 � POND=399.3 � � � �����+��.t�. �. � - � � \ \ / � I � ` � � � � � CODES iN OBSERVi111G �'ROSlON CONTROL MEASURES BOTH _ ;40�.25:T , . � � \ � � � I N ��10' 70' SIGHT � / � � • �- ON AND OFF-Sl�'E. � ' � � � I 0� � � � i \ � \`. `,�111111/l���i � � i � � �. ,j ...: ; ; , : _ . .; . - � - � / / I N ARG ERI TE1 B. A INS I � � TR NGLE I � • . i , : .. - . . � - � � � . �1 CA : •, . . D.7 _ : 9. T HE GRADI N!G CON TRA C TOR SHALL MA tN TAlN A LL EROSION CON TROL �� : ._R � . _ _ : _. . / ) � ( � � � � \ _ -_: � . _ � . . . ,p. : , . . . , v / �1 . -. ::. . ,. .. : � Q D8 782 PG. 48 � �. ,: . � . � . _ . � . � _ , .. � � � :: _/ •: . . . � �- - :: - . � DEVIC S AFTER EACH RAINFALL EVENT OR AS DIREC7FD BY STAT� . _ �� _. / 1 . / I -- :.-. ::..:: . - � . .: _ _ : .. . . 1 � 1 � _ . : � � � l D 9�5S G. 1 91 R W DE D � � �- � E �. ,�O. �s :. ,� �. � i / � ' � �� � ` A U THORI 77ES OR THE ARCH!TEC T. . F � . :: �. ; , : T I � . � _ _ . . 40.).5� _ � l � � � : _ -11 ♦ � Q- : � - .� . / / Q - 1 13 � • � . • . f�IN 658. 4 8 2 8 � � � �; \ r ; ;: - : 1 , � • Q � � � � _ _: • . ; , . . , _ • � / � I , � � _ ; , .►:._.�- , / I I O _ � ' _ I � ONIN . R4 � , : ;... � � l I - 10. S! 1 NO W►THIN 100 YEAR FLOOD PLAIN. � : 40).20T / I I / -� � � TE S T � � � � . ; . / �. . Ea��� _ - . _ :� . _ . _ . � . � � � . :- I U E A RICU TURE CROP {� . : . . ,:: � � � - -..--:�: � _ ,. � _ _ _ . / � � � � - _ , . � � " Q _ \ . _ g53 : � :. : . � _ -.-.--- _ I o - . . : ___ 1 . I l � I _ _ N �- � � )i. THE GRADIN� CONTRACTOR SHALL �E RESPO SIBLE OR (3FF-SI TE _ . �- � ,.�---_____ � � ti � : . . -�_ :�- : ; \ 1 l l i I � I � . -- / / ) � _ _ :� - : _ 1 � � :;. _ _ - : /1 . _ - .�_- : I / \ I I DISPOSAL OF ALL CLEARING AND GRAD!!�G WA�TE MA TERIALS • - � : : : .. . i : _ ._ _ , - �, / _� . . � . / . . : _ . � / / � � .�' �' . Q! � _ / 1 ) I > . \ � R i / �V ��- i� :-.401,7�.T � � . � GENERATED DURING CON57RUCTlON AND FOR :OBTAtNING • � . / \ � � E� � �/ � �, � � �r�` � / / �, _, .G�N�C. � .�-- 1 / � o ,, F- t-- I � l I / I v / � � , - � ALL APPLICABLE PERMlTS FOR OFF-SITE STOCKPILES AND OR � _ ��'. , - , ` . / 1 I �� / � -� . ' � � � � i I b� '� / �� . ��:ii, ' , _ . . � � I � / � I . �� WASTE AREAS. 1 1 I � � �i A. �� 40�..3s :D 6 � � � -�z 1 � � � c � I � � .,,, �,�. . \ � � 1 1 E� o_ J � _ �������� N 1 � � �, , :� . � N l l l � � '� � � 1 / / � � ) . IN A R AN WI TH T � . / I � 2 ALL CONSTRUC7]ON SHALL BE CCO D CE ALL. OWN - - � t - o � � � � . _ _ . _ , : �� \ , / P � �� : ; � . I � � � � � . : 1 -� Z � - _ _ .. �- : �- � 1 / I o E � 1 , o : � E ._ : �. . - � � � / E OF FtJ UA Y-VARINA AND NCDO T S TANDARDS AND SPECIFI+CA T� N . - / � . � / � � 1� \ � Q 0 � . . . :: . _ . l � . = � : 1 /f' � � s 1 1 i � � - � � , 1 / I . -� _ ; : . -� : , E _ \ 1 . ;. � . / _ .. o o G \ � _ , - 1 � . _ : _ / � _ :� 1 . � � I � � _ � _ I x 1 _ - _ . , : . � I . o � I .. 1 _ � � � , :.. .:: : � � � 3 F N / � WETLANDS AND STREAMS HA VE eEEN OU D_ON SI TE. NO WE1tANDS � . : . .., . = �-. � � � R � � � _ - \ , \ � : - . : . _ � . , : I 1 / : - _ 401.20T . \ E , ,.. ,_ _ . ' ' � � � , � . __ . _ � � / ,., � : - - o I � , _. - _ ; _ . . . . _ � ;; 5r � _ _ 1 � I I . -- G / : I S R D ON S1 TE. STREAM CROSS/NGS W1 P- -" , \ � YYILL BE D TU BE L! BE ERMI TTED , .. ._. -. -- : . � _ _ _ . . � _ __ _ � � . ,�4 -.3 :: _ P - - _ �J2 0 0 .� � 0 � � � ., _ _ / � � _. � � / � . ,�. -� � � � : � ,. . � � . / / - : .: .:..�4 .7.�. : . _ � � _ �12 d- � ` � � W A ! fi I I � W1 TN THE NCDENR DI V1S10N 0� A TER QU �TY �4ND THE tJSACOE. _ _ - . : : - _ . .. . � ��. � . o / , E I , I _ _� _ / _ _ _ _ �. . , � 1 _ _ : . I G . _ , _ _. .. . : : : ,. 1 � � � ..: \ _ __ . � , : _ : . _ . » : _ 0 1 _ . a _ � .� : \ � . .. - :_ _ . .. . . .. _..... _ I I � 5 i � � I � I 1 s -o - � � , , - : / 1 . . � - . c �- ;: . _ �, / � _ _ : � \ � I � -� � 14. - : . : - . : N A :IN Ti4 LED F R AND 1 AN : _ .i \ � I /; � _ _ ._ CLA Y U ER SH LL 8E S L 0 WETt S B D �2 SU�H � G � � , ti � , . ._ � - : _ T � � � . , __ . 401.50 . � _ �- .- . 1 I : � � :: - � _ � / 1 �► � ti _ : _ i � �� � I _ � a F THA T THE MI NI MUM I NFiL TRA TION RA TE IS 0.01 1N R. / 1 � � � . _ � � . l l � _ � � �-� � o �, � � o . � . 1 � . � � _ o _ s 1 1 . : \ 1 � . _ - �� � 1 _ � < . : � - -� � �, \ \ � : 1 I I� a . ,� o . t . \ I o s . _ 5 THE lNSTALL�D WETL�INDS AND BIORET�N110N S�'STEI�S SHAtL 1�EET : . � 1 I < � . _ _ _ : . \ 1 � I I � _ -� _ \ I ti� , � .. � � .� _ : _ � _ � \ I 1 \ / �• -o� �, � . \ � o .o TNE DESIGN SPEClFIGATIONS UPON INNITIAL OPERA770N ONCE. THE _. �._. _ -_ � I � I / \\ 1 I I 1 , I ,t.ti ,� �-� : .s�s.,, _ �' . _ :- - \ I -�G'• �' PROJEC T I S �COMPLETE:AND THE �IV T 1RE DRAINAG� AREA I S_STABt LIZED. � � �j / � ' � � � � � : _,� a�� _ � : D5 : �` �\` . I I � I r � �,� s �� �,� � , _ � � _ -_ �� I L � ��' � 1 <.��� � �r�' o : , ° o , .: 4 1.8aT _ . ���\ � � �� � � � � � ` � � o� 6' , �- � "? � 4�3.00T . v� � � I � � I � �''� DRAINAGE STRUCTURE SCH�DULE N °0• ..: . . �\\\ . I r � � � 1 1 �� d' o '- r� . -' o � � � \� I � 1 1 � ��' . � : . O` � '�� i � I 1 �� f PIP PiP UPPER R . p d' � ;; - � ��� I I 1 STRUCTURE N�. PIPE PIPE E E L4V�E -URS1REf�M STRUCTtlRE DATA _: . : . . : � cn \ � � � 1 � � � � �r. ; . ` - ;.. ::�: :....... � STR�v1 SL.tJPE DIA: LENGTN MATRL INV. INV. T4P ELE�1. DEPTH TYPE : 403.50T � \� �� � \ � � � � � �'� s'J,� / UP STRM av _:.. � \\ � I I � � \ , f � . ._ 05 T .. \ � _ � � �iN� t� E : _ -; : ;. {� 4�1: { o . o . 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"� :...... �_.......�.: . . �.�.�....... .� ... ��� ��1 � . �.. O . .. . . .. ...�.. ... : � .�. �. .�..::.... . . �. �. .. -:.. . . . �.�::. �.'�.�:,��. : . � - . � � .-. �.�,,: . \ / � . .... � . .. . . . . . � ........ . .. ..-. ....... .. . -� .. . . . . �,� ..�.�� . .. . . . . . .. . . 404.6�:T. _ \ o - te Q , . la 24 1�4 RCP/SD 392.9C} 391.10 40U.50 7:�Q C�I ; , _ _ _ , , . :� :, / _ _ : _ � , � � _ _ a2"O � �1 __ - . : � � 07 oa �.03 _ . Car - Nort�i :C lina 7� tu ,. ,.. . . I � Q' D8 D9 1.25°fo 24 16 RCP/SD 3J1.OQ 39Q.80 400.50 9:5C� �B ,:..��. , � � `;� _ , . . � o � ._ _ J� \ . ., �; ; \ . Phon+�. 9 _ - oo - . . � / � �o �.a5aio z4 23a RCP/SD �o.�0 3s7.� aoo.5a 9.so cB 19 319 8718 : � - ` � - : . \ D9 D ; + . �_ - � � � � : : Fa�r. 919 319-7518 ` _ � - d' _ - � �� 3.03°/a 24 234 RCP/SD 387.2t} 38�.1C1 397.00� g:BC� DI , :..: _ d- � Q`/ � -� , � D10 D11 �, \ 4os.�or � a _ �4�.'R7.. . o _ � _ . D11 D12 1.28 l0 30 188 RCP 376.5� 3�d.10 395:00 1$.5� Y I - _ ,r,,. � d. _ � �-/ \ � �, � _ o - f.: , � � �v . _ . � D12 D13 0.58% 3� 224 RCP 374.OQ 372 70 3�9.Ot7 5.OI� YI '� : I ,,; � � ` - _ �� ��/ D13 D14 0.60% 3� 182 RGP 372.5{� 371.50 377.007 �.4C) YI \ ::: � - : _ I '� � � . � \ o _ � p o� � \ . � � � : . . . _ , � � -- D� ;� � � : � � V \ .. .5or � o 405 . _ :,. ; ; �. ` � .25/a 15 16 RCP 395.20 395.00 3J8:7ti 3:54 �B ;,: � � _ -. 1 16 1 .. - ;:: , _ 1 , . _ � � D 5 D _ Q � \ . _ . : : - -- - , - \ O N a : � � � � _ . D16 D9 1.00/Q 9� RCP 394.90 394.00 . 3. B , , __ _ , �: � _- / 15 __ . , _ � 398 70 SQ � . : : <V � • - . , - . ;-:. ....: - _ - ;.. \ ; . � \ DEREK RA Y, vnd wife, : . - . � I � , . � �06:05T_ _ \ \ 407..70T � � , . , � . . . , . 4 / � � D17 D10 0.91 iQ 15 66 RCP 393.00 392 40 39f.50 3.50 DI -402 \ . � o� h SARAH RA Y . _ \ � . . _ , _ _ .- . \ � � ;� � � � p �,,. �� DB 10�02, PG. 1074 , � � � \ � � � � \ Q18 D10 1.09/0 15 64 RCP 392.0{) 391.30 398.40 fi.40 Di \ _ � \ � � � ��o SM 1991, PG. 526 � - \ ` � : .� \ � i.�� / . . , �. ; �. � r � � PlN� 0658.�4-9�-�36 7 D19 D20 0.62°fo 15 224 RCP 395.00 393.6Q 402.00 7.QO DI ;' ',4�02.� : __ \ �S` . - \ � � � N(`s: R� D20 D21 1.16°� 15 216 RCP 393.50 391.� 397.OU 3.50 DI .- , • NI _ _ _ \ . : .: -._.... ;�' . � o , . .--:. ;. � � \ : _ _. �: ,;: /. . e , .--�-�.: .... \ , _ _ - - . __ USE. SINGLE FAMILY RESIDENCE . a2� rn2 s.ss�o 15 112 RcP 3s2.00 374.2� �s.00 13.00 ai 0 �� p Q�O� . . , �a�� c�o� � _ . ..: _ . : � _ . � r . _ _ _ . . . _ 4 6.60T � � �/ \ o : �c��oo� ������ � ; /� �; � Q22 D6 1.67/0 8 �O P�fC 397.04 396_Q{} 402.0� 5.Of) ID -: .. . - � ,. \ _ _ �� � / �� 40�; 0 , : � - .- � . : 406.6 T � - _ , : _ .:. . . ..: , . _. _. = , 4 1.25°Jo g 3� P�/C 397.00 396:6Q 402.50 5.5Q IQ - _ . - .;,. ,. ::. ;. _ _.:- . ,, ; � _� . . _ ` ,,,_ _ . : � o �UQ � Y i�ll�t�, NG :_ ' ' '-- :.: , D24 D25 1.14/0 8 4d PVC 396.5f) 39C:00 402.50 6.00 ID : ' � ` \ , , /_' ._... :.:.. . _ _.. . _ _,. _ ,. _.-:.. _ , .: .... .. ...... .._ , ' ;; ::- D25 D9 1 3fi/ 8 66 P�/C 395 90 00 402 50 fi 6U ID . . o . . . . .r.��. ,... �... ....:.....•. . .:�: �►"'r _ � �� .. . , � � . ., -�_ /� . : � a ... ..:.....:.:... : �... f_. ��-,�,� �- , � 39FJ � � _;. c._ .�� �� � _ � � � � / �� � � FFER `�,���-''' � � � � C326 D2% 1.30% 12 23 RCP 396.90 396.60 �2.50 5.CQ DI . 6� _ \ �. \ \ \ � .. TE�TI4 _--� \ ` < D27 D19 2.22% 12 63 RCP 396.50 395.10 402.5rJ 6.OU QI � \ --'�' �"�" � E p R =_�� � � 1 � , / : _` � ��:� �TA � .R GE - � \ � ` � HE ."- � � � � � � �' � / � .. 4Q ,� -- \, � � � �� D28 D29 8.89°/a 18 90 R�P 367.00) 359.QQ 374.OrJ 7.Od PQ . � �..... � ` � �� � � �� � � � � � � S � � � � � � ��,��- �\ � � � � �� --C � \ D29 Q30 5.16% 18 fi4 RGR 353.30 354.00 363.� 9.70 MH Id►�r����.+t�g ���it�. �:�3 .�Q� \ ,: ��.- \ ` �\ �.` � � � � ---- ... _: \ \` ,\ � \ \ �� T ��� ���G�N�.��"" � , _ � � O �j-'�' � � � E1 E2 0.i 4% 15 54 RCP 398.50 398.10 402.00 3.50 DI ' . : ----� �- .._ �_� � � �K � �_ / / � �/ � / � ..�_-.__ ,�� ;� _� , TBq� / � � / E2 E3 0.69% 15 58 RCP 398.OQ 397.60 402:00 4.00 DI ;. �-� O � / / / � // � / / E3 E4 0.65% 15 s2 R�P 397.50 3g7:1Q 401:40 3.50 DI � � D .r. _.. � , ,, � � � �, . - " N -���� .;.� pc / / � / � � E4 E5 0.77% 18 124 RCF� 397.00 39fi.05 401.70 4.7� DI , _ .._ � . ,: � � � � / / TI N S H E� / / / / � E5 E 6 0.83°l0 18 42 RCp 395.95 395:fiQ 40�.�4 6.05 M H p � �. / / / � � � � / � � / E7 E3 0.65%a 15 46 RCP 398.0� 397:70 401.5d 3.50 DI . ,_ ��� .. / / / / - _ -. - SHED • : / � HEp / � EARLY�UGENE I�EWTON, JR., vnd wife, ' .. S d � � � / / / / E8 E4 2.32% 15 56 RCP 398.5Q 397.20 402.fl0 3.50 D1 - ` � / � / � / � FA YE C. NEWTON : � / � � �. � � DB 3562, PG. 586 / � / � , ! ; : / �� i �� .���D�...�1���� ��t.91 BM 1985, PG. 911 � ° SS PR� RTY LINE ` OTF D / �A�RC� PIN 0657.02--89--7821 / / , � . PO PAND OUlLET � , �,- ZONING R2� � � ���� � � ��� USE: SINGLE FAM1L Y RES/DENCE �. r�EtE� o�n is�o��AC��Lt�vr,• cB CATr,w BAS�n►, S�EE'DETAIL SMEET C7.6. , � � OI IS TUIP O�F GRAT�• MH AND GA�H IS TCaP OIF CO GtiEANOUT, SEE DETAIL SHEET C7.4. i Rl�; AWD C8!S iC� 0�H00�. DI DROIP INLET, SEE DETAIL SHEET C7.4. Q G R AP H I� �� S C ALE -� 1. CONSTRUCTION OF A STORM WA TER BMP A ND/OR T NE CON 1/ERSION OF A : w R NOT TO � fES Fl.ARED E1VD $�CTION � TEMPORARY EROSION CONTROL MEASURE TO A STORMWATER BMP A E �ER To UnUrr PL.Aw Faz Ro�o�alNacE , �p ►NUNE.URAIN, �EE oEr�►L s��r C7.6. . � a 20 � � �60 . � BEGIN UN T1L 7HE REPSECTI VE UPGRADIENT DRAINAGE AREA(S) ARE COMPLETEL Y . U�� ��� , M.H , �MANHOiL� SEE.DETAIL SFIE�E'T.C7.6. , � _ STAeUZED. . .. _ � :. . . ...,_ :: . � 3. ALL DOf�iIVSTREAM OUnET STRUCTt�ES�AtL BE RCP REIJVFOIRI�D G'OIVARETE PIP.E � :>. , � C01�1(�ETE fiARED END SFC1101NS(FF5) UNLESS RCP/SD RCP W/SU�RA►N, � 2. IF CONVERT�D TO A PERMANENT STORMWAILR BMP, EACH TEMPORARY SEE SUBDRAIN 1REIVCH . q EROSION CON TROL DEVlCES SHALL BE EXCA VA 7ED DOwN TO CLEAN SOIL, SUCH ��M�s� : SECnav av DErAIL S�IEET C7.5. . � � ( � �ET ) � THAT ALL SEDIMENT AND SILT IS REMOVED. YI O�PEN THI�OAT YARD 1NLET, SEE DETAIL SHEET C7.5. . 1 inc h = 40 f�. � � SlRUCTURE 1D. N0. � � : . . . . . zr�s ❑ c� 2�� gl"i�►LL K:AN� A�G�IITEGTS, P�. �l..L COf°'1rRiC��T RIC�1-�T3 RE:'�R1��D. 12 �SR�IAR1r . , . . . , : . .. � ,� : �. - ; ; : -- - ' ' � i� _� _ � � ' \ \ --- I 400 I� � / t � I ...___._ . EXISTING CONTOURS J \ � � � ' �� �I .: - : : _____ v� � I I ---- �° � _ - : _ I1\ � i �\ ) .� . . . _. FINAL CONTOURS ... . _______ \� , �oo � / r\� `__� I _ - � \, y � � GRAPHIC SCALE \� v� � �� � � -----`.�� � � / � � �\ _�� I 270.4' EXISIING SURVEY SPOT �.EVA 110N � � ar itecture �� + lannin : __ �`� � � � � `\\ -" J � 40 0 20 40 84 p g _ \�\ \� / � � �� � _ _ �-- � \ Y /� � s� ..�� �J 270.50T interior design � � � � / � \ � � _ PROPOSED TOP OF CURe SPOT ELEVA 710N � \\ �' / ' I ��\ �� � � � � � il �� � � �� �\ / �� ( IN FEET ) / \ \\ � � �/ � 270.50 PROPOSED GROUND/IAAVEMENT ELEVA 110N _- �\ �r / � �n� �� ---. 1 inch = 40 ft. _ -------J �\� r� � `�\\ �� l �\ \ � / �/ ��v � � � ��� ` � - ,� I � 29 STORM STRUCTURE NUMBER � � � �� -______ � �� �- ___ _ i�� �� �� _ _ --- -EXlS17NG STORM DRAIN PIPE .. I t . Small Kane Architects,PA \\ i i : ------ �� \ �----,� PROPOSED STORM DRAIN PIPE . 3105 glenwood ave � � 1 , suite 100 �� � 1�� �� . � 1REE PROTECTION FENCE raleigh,nc 27s12 \� � � . � - � ------ . � � � / � 919-833-1994 � � � \ // _ RD ROOF DRAIN PIPING, SEE UTILI TY PLAN. � 1. CONSTRUCTION OF A STORMWA7ER BMP AND/OR THE CONVERSION OF A , fax 919-832-2993 � �� � �\\ -� i� TLMPORARY EROSION CONTROL MEASURE TO A STORMWATFR BMP ARE NOT TO TCE 7EMPORARY CONSTRUCnON EASEMENT LABEL. ' ` '�' \ i BEGlN UNTIL TNE REPSECTIVE UPGRADIENT DRAINAGE AREA(S) ARE COMPLETELY \��\ c,,,\\ , /, w : --- ��� `�� i STABLIZED. � / \ � `�� �/ % 2. I F CON VER T ED TO A PERMANEN T STORM WA TER BMP, EA CH TEMPORAR Y � 1. ALL SPO T ELE VA TIONS I NDI CA TED A T CURB AND GU TTE'R ARE o D DQ : . �--- .t � �� '�.,� � i� �'� EROSlON CONTROL DEVICES SHALL BE EXCAVATED DOWN TO CLEAN S01l., SUCH � TO TOP OF CURB, UNLESS OTHERWISE SHOWN. � , �' ,e � � �\�� � WF210B THAT ALL SEDIMENT AND SILT !S REMOVED. � . --�.. '- . \ \\ � / �" 1 REDAREA = 3IAC. � � / � �\ / � q 2. TOTAL D STU 8 , t� - �� � \� � ��� � ��WF2098 WF209A �, �-` � � \� i cti 3. CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS, MANHOLES, - i � � � � � � � � � \ . � \\\ �'� WF208A � STORM DRAIN S7RUCTtJRES, CLEANOUTS, ETC. AS NE DED TO � : . � \ :�a � \� WF20 MATCH f1NISH GRADE. _ - � \ � � - \ . . / � � C � \ WF2 a 7CL 1 T . HA � � 4. ALL BACKFIL�, COMPACTION, SOILS TESTING, E .0 S LL BE - - N \ � \ _ . � � \ _ - \ _ � : _ .. \ � � . � NT TESTlNG LABORA TORY. ) PERFORMED B Y THE 0 WhIERS 1 NDEpENDE . � � T H . � , 6C T C _ 111 ond c� � WF20 L A TER HlCKS . PH C R JOSE - : _ _ � \ � _ � A ' INFORMATiON o • � P I FI CA 710NS FOR ADDI T 10N L � ( ^ SEE S EC ) � � ) /� � ,. , _ . ROME HlCKS INSTALL HEAD WALL � � � / TT` - MICHA�L JE _ - . _ .. - . . � \ w. .. • �., .� �G.O�I I V� . . . . . . . .. . .. � �� . . � .. . . ...: Y �j'� . � . .. . ... � ..� � .. .. . \\ / .. � �� .. / \ . . . . .. . . . . . . �--��rV � ' 1 . . ��. .� . . ..;. . .. . � . . � ..I\1� . . . .. ...". . � . _ FE ND O AT L _ f / / _ _ _ . . 577 _ _ 11913 PG. 2 DB » \ � , � � _ _ � \ R , . / C7FD:W17N STONE FIL TE _ - • .4 �. 5. T M DRAI N PI PES SHALL BE PRO TE . 72 CMP INV.377� 0 \ � / ALL S OR _ _ _ , � // - _ 90 / : .04 73 63 PIN 0658 . \ � \ � � � , , \ _ \ _ . . ALL.384.90 - � A OF WORK EACH DAY. SEE DETAIL- TOP OF W \ WF204 PROTECTION AF'TER ST`OPP GE _ - , _ � � � r' c� � � \� /� _ _ . � ZONING: R40 SEE SHEET C7.�0 F � �`. \ �-J . %� \ , � � \ \ --�/// ON SHEET C7.1. .� �: _ � USE. VACANT � \ � � �` � � DETAIL. ,► . - : '�--, �� � n � _r ' � � \ �\ � WF2 02 : _ ` � � ��''�-'��. \ �3 \ � \ , / WF200 � �� '`���� � �S � \ \ „ 6. EXlST1NG VEGETATION WJTHIN TREE PROTEC110N �AREAS SHALL _ _ �. � 3 j �:� � � � � _ , , . � - �� �Z CMP WF203 N : S ` � �, , 40 Lx10 Wx _.- � � � \ C , :REMAtN UNDISTURBED. UNLESS NOT�D OTHERWISE. _ ` � � � �� �-� �� � � � � \� �\� 1N V=378.41 WF2�1 JOSEPH CARTFR HI CKS 111, vnd - - � � ---__---- CLASS � ►PRAP �'�: � � �. �. � � � � \ � \ �� MlCHAEL JEROME HI CKS � � � :�� �� -___.-- � � / � � � 7. ANY AND ALL LANDSCAPING AND EXISTING TREES &. $HRUBS TO `�- � --.._.._.� � �. �-�._._ ---- \ � . _ -:` -----.----` ' � � �-_._ DB 11913, PG. 25 77 � -=-� � �- -� � � � � -- / \ \ _ � \ - � -� REMAIN WHICH ARE DAMAGED DURING DEMOLI T10 0 � _---- - : � � �'-_...� � � `` � `�80 : �-� ._._ ----� � � _ -- � ._.____ -� \ � -._.,._ \ �� -�., ._--- _..__ - � � � _ \ \� � Pt N� 0658.04-73-6390 _ , 375 � -� _ _ � _ -.__-- � � 3 � �� - � � VACANT CONSTRUCTI►�IV SHALL 8E REPLAC�'D BY THE C�NTRACTOR ... �_ \ � � �.. .. I , _. �-��,.. � � �. _ -� b \ _ � \ °-_ . . USE: U l]LIZING A .LI CENSED LA NDSCAPE CON TRACTOR A T NO � -�_, � \ � � � 1 30 PERA� \ \ � '� �------..._�_._._ ` \ � . '-�_>> _,. 38� � � � 'r ` /��,�+"-' � Is �� �-_.-..--_ � � _ � \---._. ^ " \. \ \\.: �` `-�- � '�-' . ...� � � - DRAIN E SEMEN ; �3�,�� { � 72 CMP � \ � \ . .. . _ J ADDI T10NAL �COST TO THE OWNER: � . . � -� _ � .: .. _ _ �_ � � \ � �` � �-� ------- -- -��'y-.'` 77.4 \ � � � � � � � . 7� � - - _ I 3 � � ,- � - :_ . ;:, _ _. �. _ : � � . - _ _ ��.� _. �� � 0 � �v...�Y. \ , t� '� �„�.�,_; .:._., : ,;_ � �--- . . � . A TOR SHALL COMPLY WIT�-�1 ALL STA TE � - � / � �J ``` �n..... - /�.�- \ � \ \ � 8. THE GRADlNG CON TR C _ � __ --��-� --,.� � � /� � :- � -�. T �.. 1 � \ �-.�._ � _ � J �. �_ _: - R B TH � I . _ � � - � � - .... \ \ � . CODES IN OBSERVING EROSION COI�TROL MEASU ES 0 _._._._.__� -� .�,_ � / � � ...� \ � . ' � °� \ � - � _ � � � � �r�t,r� �� :; � � . � � � _\ w � _ . . . 1111111 � � \ ON AND OFF' SI TE. � SE I __ _ � �� .._.- � _, � _ -: ; --- --=-- .. �_ � TB�1 C1� . � � , : ���1 �'�/i 1 -.-- _ _ . . _ � � � � �. .• _ �. : . -.----� _ �__ � / / / :.. _ : ♦ ♦ - -,._ � � � I \ \ ,.: ::. � CA , _ i : � -� t`_` _ .-.-...�. __�___ . , , _ / \ ,��:: ,� � , : , 1 � -�-- - \ A ING CONTRACTOR SHALL MAINTAIN ALL_EROSION CONTROL � 'C ..- O , r -- / _ �' � �--- 1 I � - :_-� 9. THE GR D ,-,. . .. � s� . \ ...J � _ . . , ., �. . .._.....�.... . . f . . _. . �. . .: . ... .. ��.� .,... �. i•+ . . . �.:.. ,. .�;- .:� . . . . . .. .. . . .: -. .�. � � . � -� . .. . . � �\ �.::� �... . ,; -�� . . . . . ` .: .. �� .'-:..� .;�: ..., .�. 30 OAI� \ � � .. 3� � � � � � � �:. Y TA . O � - � r-. ' � � � . .�� � � �_ DFVICES AFTER EACH RAINFALL EVENT' OR AS DIRECTED B S TE �. _.� o i I , y -�-- \ � �� . --- - '`� . 3, \ /� / � C �� . / . - v � �.�� - .��..���.. �----_.��' : `--------.-__, : _ -.`� Jr � . �� // � \�-/ �� -.�-- , I \\ . �CT. � �' ��� �' _ ------- ------___.��, .�__� , _ : _�; � / AUTHORI T1ES OR THE ARCH1 -�`� �i �� � �� � � \��� � '�o. � �` + ` � _ �, �------ -_ �.I_ _--.1 � � � � � _ _ . � � _ � i �\� ♦ � Q � � , ---t ------.--__ --- � � . _ � I �:.-.�_ � I 30 I HERI TA ---.�-_.._/�_.._ � � � �� `�� � 10. SI TE IS NOT W►TNIN 100 YEAR FLOOD PLAIN. _ : _ . .-. GE _ , .. _ � _-- -�. _ I _-.-_-- --� �usE Ri � � E� RO TEC TION BU � -� I : ��\• � � � � ���,� � �.: ��, _ � � BUFFER � � �� /� � I \��� � � / � - ONSIBLE FOR OFF-SITE - :_ 9 5 3 ` � - _ \ � / I �� � 1 � � � �\ � 1�. 1 I �j� � ��� /` � THE GRADI G CON � - ` ZONE 2 � � / I \ \� � � � � ` =� � � / { DISPOSAL OF ALL CLEARING AND GRADING WASTE MA TERIALS � � 1 I / '� � \ ;c - 'iI� � �` r/.��� : � J �-' I %/ � �� � � y � \ \ \\ � \ / �., / GENERA TED DURING CONSTRUCTION AND FOR OBTAINING : �, �GINE.� _�`,� _ _ �..�- i I ✓ / � E � _ � • _ _ _ '. �.-.� .,....��-( -- � - -'� _ � . ( /� / Z �j / � �� � � \ � :. , ALL APPLI CABLE PERJbI!TS FOR OFF SI TE STOCKPILES AND�OR - �, Q �• . .. � � i _ -, � � \ � � � / �B _ / , \ � � --. / WASTF AREAS. '�� 'A - ���� _ � . � \ OREB -:� _ \� � � \ ���� '���� _ i _ - _ ` \ �/l 9� \ . � ; ,, . ������ �_ � .. . ..�.� .� .... " �.:��.' ..�....� ..�.'' �.... .�...,... . ' �I • � \ �p�4�s . � \ \ \ / �. . . . . .. . . . � .. .. .. - . . . \ I 12. AL� CONSTRUCTION SHALL BE 1N ACCOf�DANCE W1TH ALL i'OWN Z I� �` �� ' ` � I ONE 1 �/ � ON �R � � _ . � � I � � Z � C4 \`� � � � %' ,�� P � n . _ 1 1 . 1 � � / // � sE � , � \ � ♦ . � OF FUQUAY-VARINA AND NCDOT STANDARDS AND S EC FICA ONS _ : � �/ ` .�' � � � � �% N� FF � � � � \ � � -� 1 � \ v � i i� \ \ � � / � � % � - -o:�_�-_--�.-._---., �--� � � I � � � � \ \ � ' =� / 13. WETLANDS AND STREAMS HA VE BEEN FOUND ON SITE. NO WETLANDS � - _-. _ _ _ , / _ �:- --�= . . � . ; _ / ---- -- � -� /( � � � \ \ `� � � - � =�T �-�`�z�� \ � � - � - \ ` s._ � � � 1MLL BE DI STURBED ON SI TF. STREAM CROSSINGS iMLL 8� PERMI TTED ,.- / ____ ; / - -� --_-_- __..--- �� � � � � � �� 7���..i i -""�--- �� ^�� -- , \ �J �� �� � , �__ i _ ;: _ . _ -- � � 8'Lx4'W 2'TH � ��� � % i : F WA R UALITY AND' T�-IE USACOE. � ; � c , �- .- �- .., � � � ��_ � � \ � i WI TH TNE NCDENR DI VISION 0 TE Q . \ \ \ �� _� \ � � �- �\ �, �'�:, - : :�, �� ������-, �`3� 7�� . �� � �..-r � / � CLASS e STONE `'������ � �� ` \ � �� �\ \ ` � � ! )4. CLA Y UNER $HALL BE lNSTALLED FOR WEiLANDS 81 AND B2 SuCH ,:�� ,, ����.- � � IJ ��� ,'"� % !�o�- � . , , � ��- � . . �-- � � � � � � - ._. ,�_ _ . � , � � � � � � � �` � � ` �'",. � 1NF! 7RA TTON RA TE IS 0.01 IN R. �\\�. , .;� � _� / i / . i� 20 Lx8 Wx30 ��f�= \ �, � � � �. _ _. THA T THE MI NI MUM L �1 . - � `.�� - �. - - �, / � � �\\ 1 \ � �� � � . �: � /. \ \ � P / � , _ _ \�:--�-� \: � ; -; . / .� �\ 1 � �� � / CLASS 1 R► RAP � � � c� � E � � � \ - . -� � �`-�-�._.,�! / _,_.._- �� r-- �� / ,� o F l � -:�--`-�____�. - -_.. � \� � r--_ � � i ..� . � � � _, � � ._ � 15. _ � �_ / � � � � �, _ _ �.., . � \ TNE INSTALL�D _WETtANOS AND BI�RETENTTON SYSTEMS SHALL MEET --� .�-� / / ��� � �. � \ WEI C / C � THE DESI GN SPECI FI CA T IONS UPON:I NNt T 1 AL OPERA 1TON ONCE THE ��--� - '._"_/ � � � t �t � --- l--- / .� � � / • ... -.: . --------. ` / t._._.� . � `s�-�.�� � � � \ , W � DEE � � � �� � , -.. ( � T I S �OMPLET�' AND THE EN T1RE DRAINAGE AREA:15 STA81UZED. -_� : -��._. ZON� \��< � �l � � \ � ,. ) PROJEC .�--__. 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Tt71P ELEV. UF Yl IS RIA�UF�IFA(�tNRUENT, G� CA TC.y�BA,SIN, SFE DETAIL �EET C7.6. \ � � � -�� � � � � � � � \ ' � � � � ��� � \� � � DI IS TqP AF GRAT�� MH AND G�IH IS T0�QF CO CIEANOi1T, SEE DETA/L SHEET C7.4. � � \ � � \ � - � � \ � , � � � \ \ � --� � � \ � � �� .. � ., � � � � ` ��.�,,. �� � � � �` R/1l; AND (�IS Ti�P OIF H0�0�. D1 DRO�P INLET, SEE DETi41L �EET C7.4. \ � \ � \ � � � � � \ .. \ �{.: � \ \ �ti \ t 1 ��;�� , ,��� � \ � � .� \ l � � \ o � auv s�cnav � � � \ � � � \.; � � .� � � � �� .. � \ � � � • � � � I � . � � .,, � � :. � ._ � � -� \ � �. 1 - � � I � � \1 ♦ � �\ _ � REFER TU UTIUTY PLAN FO�t ROQF DRAINAGE , . . � � \ \ � \ , r ,p \ � ID INUNE DiRAIN SEE DETAIL SHEET C7 6 � � � � � '= � � I \ °K��1 \ �.I \ o \ � � \\ � �\ !A TERAL P1PE� � _, � cs � � MANH S�E DETAIL SHEET C7.6. \ l � � ____, � � � � ,� � � � �� _ l�- � \ � � � � � �uH a.� � � � .. �� 1 � � � � . � 1 � �-- � \ \ \ \ l � `"�" � Rl;� REINFAR� G�OINIC,�?E�P/PE � _ . � ' � � = � a :. � 1 _ - ` ` � �` � 3. ALL DOfMVSTREAM O�UTLET STR(iCli1�E5�IALL BE A1N SEE SUBDRAIN TREN(aH . . . � \ o, \ \ \ � � CANCREIF FLARED END SFCTIOINS(FF5) UNLESS RCP/SD RG�P W SUBOR, , , �.� �� � � � � � \ . �\ �, , ��� . � � \ Q _ , �� ,� �` \ \ \ \ � \� l � \ � � � on�a�a�s� sECnav av�a�� s�r�r c�.5. \ � � �� � � \ � � � \ . \ �:�_, � � � \ � � 5 :\ \ � ,� � s' � � \ � � / � � APEN 1HROA T YARD 1NLET, S1�'DETAIL �EET C7.5. �. �� �OO � \ � � � \ •• � \ � '�.. \ �` � � \ � I \ � � � � � � \ \ � \ .85 T , p � ��_ � / � \ \ \ � `' � \ 1 I ��- o �� � \ 1 � 40 `� `� 1 STRUC1URE 10. ND. ,. \ \ � � � \ � � \ � \ I o \ \ \ � __ �- � � \ , � \� � I � � � \ � I � � . � __---- � � , �� �. . � , � �. ! � � � � � � � _ . _ . Cl � � . � � � � - , � � � � � r � � � 1 \ � � � I � p z�� �t,�� K� ,a���crs, ��. �.�. co�r���t rztc�tg �s��r�. �z ��u�e�r z,�a _ \ � \ . �� _ � / � L� . : � �, � \ � � � . _ _ . _ _ _ _ _ � � _ , � � � � _ _ � � ,, , ; - - EXlSTING CONTOURS , -. : . � FlNAL CONTOURS _ 270.4' EXISTING SURVEY SPOT ELEVATION architecture + planning �RAPHIC SCALE - 270.50T PROPOSED TOP OF CURB SPOT ELEVA 110N interior design 40 0 20 4o eo �ao 270.50 PROP4SED GROUND/PA VEIb1ENT ELEVA TION ( IN FEET ) 29 STORM STRUCTtJRE NUMBER � i inch = 40 f� . - - EXlST1NG STORM DRAIN PIPE � Sm�ll Kane.Architects,PA PROPOSED STORM DRAIN PIPE . �105 lenwaod�v� 9 suite 1�0 TREE PROTFC170N FENCE ' ,raleigh;n�27G1� _ , . RD ROOF DRAIN PIPING, SEE UT1L1 TY PLAN. 919=833-1994 : - : 1. CONS TRUC T 10N OF A S TORM WA TER BMP AND/OR THE CON VERSION OF A fa�c 91�=832-�993 TEMPORARY EROSION CONTROL MEASURE TO A STORMWATER BMP ARE NOT TO w TCE TEMPORARY CONSTRUCTION EASEMENT LABEL. . _: . . BEGI N UN 11L T NE REPSEC 1]VE UPGRADI EN T DRAINAGE AREA(S) ARE COMPLET E'L Y � . . STABLIZED. � .. MAN NT T RMWA R BMP EACH T�MPORARY � 1. ALL SPOT ELEVATIONS INDICATFD AT CURB AND GUTTE'R ARE � 2. IF CONVERTFD TO A PER E S 0 , � � o _ : . EROSION CON TROL DE VI CES SHALL BE EXCA VA 7FD DOWN TO CLEAN SOlL, SUCH `. TO TOP OF GURB, UNLESS O THER W15L� 5H0 WN. . , .. � T HA T ALL SEDlMEN T AND SI L T 1 S REMO VED. A � 2. TOTAL DISTURBED AREA = 31 AC. . ° 0 v a � , � 3. CON7RACTOR SHALL ADJUST ALL EXISTING VAIJLTS, MANHOLES, , N/�' STORM DRAIN STRUCTURES, CLEANOUTS, ETC. AS NEEDED TO JOSEPH CAR TER Hl CKS:lll, vn d MA TCH FiNI SH GRADE. MI CHAEL J�ROME 1-fi►CKS M � DB 11913, PG. 2577 4. ALL BACKFILL, CO PACi70N, SO LS TESTlNG, ETC. SHALL BE , �� , �� �� � , P!N# 0658.04--73-6390 PERFORMED B Y THE 0 WNERS 1 NDEPENDEN T TES 17NG LABORA TOR Y. . _ � �____.i��------� - �. � � � �` � � �� �� �� � � \ ( , � _ .� �` � � � �\ �\ �` ��\ ��_ ��_ZONING: f�� ` SEE SPECIFICATIONS FOR ADDI T10NAL INFORMA710N � � �r ____ � � � � �` _- \ \ �-� `36 � �� �� �� 3�0 `--� � US�VACANT �� \ � � \�� 1 \ /'- \ � �� � � �`` � � � `_ _� s �` �� �` �\ ---� \ � �\ � �� � �� 5. ALL S TORM DRAI N PIPES SHALL BE PRO TECTED IM TH STONE FiL TER � \ � \ � � � s - �� � ` � �� �� \ �� �� �� �� \ �.__ �� � \ �� �� � ----� � �� � � / �p� s � � � � _ � � ` AY. SEE DETAIL _ � f � � `- � \ � __ TFR STO PAGE OF WORK EACH D � \ � � � � \ -_ � � � � _ \ � � \ � PROTECTION A P _ . . : � �- . � � \ � � � � �\ __ � .� � � � � E .- v , � - � � � � � � � ON SHEET C7.). _ \ . : - `�� � � � \ \ \ � - � � � � � � � � �. � . � \� � . \ \� \ � -� � � � � � � � `3)s ` :: � \ � � ... . : ...... .. ..._.. ........ �,: -: � � ----- � � . ;� ;.. � : 8 P►NE \ \ � � � \ � � \ � \ � � ----- �� � � , ..� . ... � � � 1� ,. -�. �\ � \ � � � . `. _ .: +�� \� \� \ � \ � � � - � �. : -. � � � 6. EXISTING VEGEi'A T10N WI THIN TREE PROTECTIO�N AREAS SHALL ; , � � � ... . \ ;- ,fi� \ �6' � � � � � � � � _ . �_ \ �� � \ _ � �� \ � � \ ;. :. . � - � C� �.��� � � �- � � � � REMAIN UNDISTURBED. UNLESS NOTED OTHERWISE. - � � � � � . �. , .�. \ -_ \ � - � � � . � � � . -: �....:... ,: '� \ - _ � . "�.:...; � \ � ,.. .. � ;. . �. ; \ : , ; : � , \ � � � ---_ � 370 --- �� `-� _ _ -�... � _ .� .. .,.�-=�.�.,, � -� � _ � . _ �, �. . .�. . . :15- � � S . . � . _ � �4 CK:. � \ ,, -�" \ 6 � _. � t \ \ \� \� _ �_ �� _ � � �' _ --`�- , ;....,..... .:..:.... �� \� _._ , � � � 7. ANY AND Al.L LANDSCAPING AND EXISTING TREES dc SHRUBS TO .. � - .:.:. _ . .. -�.� � � � � � �r�r.�. � � � � _ -�� � - � . ____ N SE RI VER \ \ � � � -, � � \ ,.: � '...::. .�. • ',: ;, � � -..� � `3 �_ � � �'� � �� � � � REMAIN WH1CH ARE DAMAGED DURING DEMOLIITON OR . ;.. ... � "�. __._.��:: � _"�- \ �� �� � � ` � � � � � -� `------ � � ; �`� r . ----' � �� PIN -�-=�--•- - _ -_. �AK 1 � \ �` \ ---_� � �" � �,,,, -------__�--� �-- _ - - �_. �\ 24" E � - � �BUFFER `�"' \ �--- � _� �LE ACK �� _ � - �__ � � � � � _ �. Ij � . _..._�� \ E 2 � \ \ � � - ._ � � � � � � � �- _.,.� -� � � �__ CONSTRUCTI�'N SHALL BE REPLACED BY 11�E CON?RACTOR V� � I � -� -� ..-- ---�--- �`QN . \ � �- �--- -� \ � � R� - � - U 71 LI ZI N G A LICENSED LA NDSCAPE CON TRA CTOR A T NO �.� � -�_ �� � �•�� / �� \ -'- ------_ ____-- __ � 30 �� � � � - 15 E NE�S � _ :. -� � � -o \ , � � E R . : : � ( �� � � - --------�___ � \ � - '�--- = UFFE -'� ADD1 T10NAL .COST TO THE OWNER. l�i � � � � � t � 24'oA � ___---� - --- __� � \ \ '- -- � `�' � �__= B -�-- -�.-_ -\ � � �''--- : � - �1 � � � �s � . -�- ' �- � \. 1 . --- _ --__�_ _ . � --\_ ,- � ��- -- -- -- �3�- ` ��C.; I � . ���--� \ C�NE 1 � � � --- -�_____�____ __ _ � �,� �� � -� -'`-I - � � 8. THE GRADING CONTRACTOR SHALL COMPL Y WI TH ALL STA lE . o : � �� : �: �-----. � `--� \ � --� 1 � � � �'� �'�� T--=�----�-----;--� ------_�.. ___ 1 � . I \, I - _ � --._ CODE� IN OBSERVING EROSION CONlROL MEASURES eOTH ' �: : � \\ \ � / � � \ \ w » � s 30 HERITA�E�TREE PROTECT107V� -----.--____�� � � 3 3o"oA� , �����r� _ : � � � 3 OP,.AR � � �__ �-- �� � I �� 30 OAK� �_ � ��-ER_ � �� --- -�- , - --- �O ON AND OFF-SI TE. `��1 I�� � \ � \ \\ � � _ o � �_ � ---.--� � � �--___ ____ �� ��� \ \ �� � �-- �.. ��q , I �� � � ._._ -� � �\ ��: CLAS 1 RIPRAf� � � -`. I �� � � l --- --_. \ �� ' � 9. T HE GRADI NG CON TRA C TOR SHA LL MAI N TAI N ALL EROSION CON TROL �� � R �i, ; : 1 \ \ 1 \ - , � � � � _ 1 � 1 . � �� � �_--��� �-ii � -- --= .� E ., . ..:._: .. _ , , _ � � � ��� � \ ON 1 � � �'� . - �� ; � - _ � � I ALON STREAM ��� �� � .,� � -- � � �i �� / / � \ y�- Z � ` I _ %� � , � � \ � DEVICES AFTER EACH RAINFALL EVENT OR AS DIREC1`ED 8Y STA TE' . O: :-- : � . �, � � � '� 1 : . �I � � � . - - �;- �� �\ � �� ��� - �� � � _ � �,_ � � � _,,� : .: . I _ _.- � / , ,q � � / � ��� � � _ . , , - _ C � BANK. �OUTF L �,- i / �.� ��- � � - � '�'� ,. F�'�� -,. �� • . : � � � \ � _ � .3�f . i� -�\ � �// i �� � ��\ l ,� / �_ \ _� � 3s oaK AU7l-�ORI TIES OR THE ARCHl1E'CT. _ . '� � _�. 1 \ � : --« . / �\ �, �i ��� � \ _ \ � ,_ _ • - _ :. � \ / � : � \� ... i�- � ���� _ / �-�-� � � � \ � i � � .: � � . ` _ ��- : \ � -- \\ �- / /i.� � � / � \ � � ---- � \ � � Q� : _ .. : : ..: I I I � � l , . � ���/ �.� ��� � ��� � I .� � 1 _ � ,- � � �� � �\� .___...i� � �.--.,� - , �� ii _ �1 / / �� � i i � \\� � ^ \ _� _---� / / / - 1 � \\ � \ � • - _.:: �:. ;. �- i / � / �� / \ \\ _. -_ � \ _ . i � / \ �- \ �- � ! I ,-: �. � ) 3 � _ � � � � � \ _- 1�. SI TE IS NOT' WI THIN 1�0 YEAR FLOOD PLAIN. ` _ . _ ;: : 1 _ --, / � I. - � / / �� \\�._ __-� ---_ � ��� � --, ,_ :� � �o `--,- � i � -�.- �� / � � �� � �-- -��` � � --.^ � � _ t ` � �. �, � _ .� � � � / �--- 36 0 � �-- - �� � � �-� \ � _ - - ` ..� �-- / � - \ `� � � \ --, � -- � _ --. � / - ,'...' ' ,L _- � � -______ __ _J v � .. ' l // � . �-- � � � �_ -�-� � � ---� � - \ � � � / _.. � i �. / _j�� / \ -- � ---�'- . : . ; . ! �- � / � _.- / /// \\ �- -,. __ -� ��-_- ��--_��-�` -�� _ , . ' � . \ / �- \� �/ _ �� . . � .� _� _ � -_.- �� \ _ I t �� � ., _ � . � �. � � � � � _- --- � -.r- -� �� �- __�� < ) _ - -.� - 953 -: -.. �� - � l I I '����- � � -_� i ii � � �--����iii /�" �._� � ��� ___--� --� -��_�� . , __.__ \ l--� . � � 1). T HE GRADI NC CON TRACTOR SHALL 8E:RESPONSI BLE FOR OFF SI TE � I �.,..- .�.-; � . _.�^.� __ � � � , ��_--- - -_ �- . . -_ _---__ -- �. ��� _ _ : :�� ` � �.__�._ ��,, . �i� � �i � ��� � - -_ -_ . . - -_ -___-► - - � r� / __ _ , �� �._.\\ ' �: _.__ � � / / � / / _- \ -- > > �- '-' --�-- --� 6 ���- � � �-.�� �.. \\\ � .- • •. _\\�/ � ,. \ �_ � ,:.,� �" ` �// / � / r \ .. �._.:�/ , � --� / --- _ • � ;�� � � �--- f ,_ ----� � �- __ s,--_,=_,----._ -_ }--�-- ��--_�_s �_ �_-�-- �_-�-_ �.� ���� � � - DISPOSAL OF ALL CLEARI NG AND GRAD►NG WASTE MA TERI ALS • . �. _- � � � ��F'� �/ i � - - - --- _` _ -_ - - � �� � � -� _ . �_ -_- y� \� ��--, . ��' � \ �s r �/ i / \ \-----�- = -�_-_�s � ��,_ "'_�-s' -� -_ � �-- � � • �� �r'� ��\ �\ ♦ 1 1 � � � �� - . -.��i � / � / � _- �------"- - - �"- --�. -- -� � ----- �'---- -� - � \�� \ � � .� � � ---- ,� � --- --� \ - � � � � - J � � -- � � � � � 6� _.._�� . �- � -- _�--� -- -_ ---_-�� --- ___- -- ,r � � -_ � �-- �.� GENE�7A TED DURING CONSIRUCTION AND FOR OBTAINING • � HG� �._ �� . � �_--�_ -J ' � � �` � , ,� �/ / �� � 3 i �-- �1- � ----- �•-------'- � �1� ----� --_-��� • �-���� � �� �� ��\ 1 �� N �� �� _ : � : o } _.,_. �� � , � ---�- �� _-- _.�- ._ --- � � ._._-- _� �i � �� 1 , Q, �) � � � � � / �� _ , � � _ � .-_ ��� �� ! _-- / � �� \\ ` � ALL APPUCABLE PERMI TS FOR OFF SI TE STOCKPILES AND/OR �; O �` � / � 1�'� I ! �/ /� // ✓/ �� ��^ i�- ��--- �___-��-/� A -�_�� �-._ t_� --'- 3 �_ �\ \\�1-=�=------- / // ��-�'1 \ `� `-�-1 ���.. � �` _ __ _ _ _ _ _ , � ' � � ---.�.���. - � � � � � �- _- � 36 5 -� - -�.� - 36 5 �� -_ -_ 65 --- � _ _ _ _ � - / � 1�� �\ � � WASTF AREAS. i� � A� �►� � 5 -� _� / . _ _, �� / � � �-- _- ---- --�-� ------� -_ -_ ------� � �------------ / / �----, � �: � , ���i��� ������� - / . � � - �` \ / , � / � __ �----_..� r-- - / -� � �_� � � _ 11 �. . � _.; - . '�. �. / / � � --- � __.--� � �-_ � � � � \ \ \ � / \ -�_ _ �!. � � � / / -i' � � ��_-- _..._ __- -� ---�_ \ ___-_-�- / / \ � � / / 12. ALL CONSTRUCTION SHALt BE 1N ACCORDANCE WITH ALL. TDWN .. . . . . _ :.i- .: ...' :-.., :...- . . /.... . ..�� .: �. ... 1� / r✓ � � /� I�l �--.��,��- ��r- ���- / �'�-t 1_ �_ �`� \ �� 3 6 5 / �� \ ' .. ��\ v , ._ . . . , .,. � / ,/ :/ - � � / -_ � � y I �-- ��_----' ----__� �� � � � __-'"_- � �'---,.:./ \ \ * � _ � - _.. ��� � �/ J � � �■ ,1 ._:� J / � Y ;_ �\ � � . � � � N� � _- f- � ----�---- � - -- ` - ------ � _ _ \ \ �� � .-_- _ �F F A Y-VARINA AND NCDOT STANDARdS AND SPECI�`ICA Tl N . _. �-r'. / J `, /� �_ \ ' __�-'� ��� ...: / ' � � � �-� / // ����' �� - ��� �'�` ��-` `_�` \ �_ .__.__�__� / � _� �\ _ V��/ O � �. .. . ... . �:;. ..��,.: .... 7 ... �� .. . . .. �. . �,,,,. �t - �- / �- ..� -�� �------ � � � _�--- / . \� / . --_ �' . . . � .. - . � . . . . � � / , _ / - v /� _ �� / / / �`� �- � i - � --� �- ` ___._---- \ 3 ^-- - �'_' � � / � �� _ / �/ � � / / / l l ---__����_---- �-�-� - ��� _ ` / -- : .. . � �--- 6 / / � � �---�--- ,s/V --_ _-_ �-. � --- �- / -_.."/ \ - .•�j- - / i .. � � �-� / -�� � 370 --�.�----- �� , � 13. AM N F N ON $IT�: NO N � � � � �- / / // !_-�'� �-� ' .____--_.----�__/-�� -__-------� ---��_� _� 3� _��\ _�-- / � / �� .� �� � �• . � '////� � � . p: � -� � , / � 0 �pNE � � �-�\. / � � WETLANDS AND STRE S HA VE BEE OU D . .WETL�4 DS ,� � C/ i � f�- �� - ---� -�� � � �\ �����!! .� 1 ----__ ��- � ---� ------_ ----` �-� ��_--�------- ---. �_� \\ �.� WILL BE OIST(JRBED aN SI TE. STREAM CR�SS/NGS WILL BE P�I�MI TTFD . - r ; � � �, � / �-` 2 � / / / � � �.- ,i ___ � � �� � � ---� \\. y- -. / � � -� _ � � �, �i�� , _. .- �� -- ,., �-- --_ _ --_ -_ �� �o �- �� . / / �- � c� �� 3 =--- � 0� _ 370 \\� �'I W1TH T�IE NCDENR D!VlSION OF WATER QUAUTY AND THE USACOE� . f i �� . : �,� � :�� _ �� �� 2 �- � � -� --�- = - _�- -------- ----- --� �\�- � / Fi�� � !-- �-� �_ �-�-- � �j � �-�' ,�,,,.. � , -�'� � --- � -----�s' ---- `' � - ----- -`� � � � � � / ,., _,�,c. � / N / RE '� �--��,--_ __�/` �� /` r-✓ : _ � / ;.� / � / R� E ID�MV�OF Y-1C�4�H1fi�C 2Q��4�TARY�,�, E A��MENL � ^-� -_� ---�`� _ ---- �y,� ---� �-1 � 14. ____`_- �-- 1�_ \� \ Ct�l Y LI�VER SHALL BE INSTALLED FOR WETLANDS B�.AND 82 StJCH � . . . � . / / / � . /.� �� �'- � ���� "�� �� ��... �� / T- I��������.�_����.. �� � ��__ �_\`_�_'__ V G . � � � . . .. . . . � i� ,' � i � / � ,/ � �- � �- �--_� � -�� - _� --- E � __ �-----.� ` �/ � / �. / � . - � �- _ p .-- � / �-. N- �� -----� ` ------ �------ _�' THA T THE MI NIMUM 1NFI L TRA T 10N RA TF 1S 4.Ot 1 N�HR. .. / � � �_�` � �_____��_-_----- -� � �' . / � . � _.-- � EA�IE�6E-�1�--�---- � -.- _-��F�RC-- --_ __1 - �-� �w ,� � - �.s - � � � 3 75 ��- _, '-- ��_` _.- ----_._ � �� � � . , y �, . � . _ _.� �... : ,�,, � � -__ _ _ . / � / /-- �P1LLW ��5� ------- � - --� -- - --- -, -_ 15. T�E lNSTAL��D WE�LANDS AND BIORETEN110N SY5TE'MS SHALL MEET _ / / /---- -- - � � � i � ''`' � - 3 75 - � � -` �� E- -_ ____ ?� -- � _ / / Q` � -•`..._� ✓ i / � _ - � / �� 1 / CESS S�NT �`" �� - --- -` -� �-- � _----_ �----_ - �-----.� --'-- TNE DESIGN SPECI FI CA 110NS UP�N INN1 T 1 AL OPER�4 TION ONCE THE : / >"�-•� ... /- - � � � � - - - / L � ��� . �C__-�- '-� _� �-- �� ''--- r / l� � ��. 3 _/ � / _ � ----- , _ . . -: "\ � . ......_... - : '.�,.,=,.�" , � / -� -�_ � � ' - �{ ,_ �,,:_ � _ _ � /� � � . �..�_ -� '. ;: .:., . ) . . . .. ; /-...,. .:.: .....�'. � �.. . .. .. :..,.. .. ...{ � 1 �� � '�..W - ��� . . � .. .' �..". � � .� . . ..�.�� . �..... �. . . . .: . . . . . . /:".:.._.... ...... . .-.".. :�.�. . . .�.. -... . . . � - ! � PROJECT 1 S �OMPLETE AND -THE EN 11RE DRAINAGE_AREA-1S S:TA 1 . / � � _ _- _ ,. - �._ � --� _ � --__/ _ 8 LI�ED 0 � _. � _ _ : � � � _ _/ �G� A i �' -- _ _ - N _ . / _ _ ,. - i - � � ---._._ � . / •1.��o J i . _ - __ . . � _ � ._ .. � / �v � _ _ _ � - � � - ____ � . _ . � � _ _ . �� � / �.- - - - ---- ' ) . . .... _.... _.. .- .. ,� �� �� / ^- � � ��� �-� .. .. . � ... . . ./ ' ..' . . . . :: .��. ,. ..� ....�.. . .�. -_... �� t. ��� � � � ���� �� . 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CONTRACTOR SHALL ADJUST ALL EXIS7ING VAULTS, MANHOLES, �...._,..- �� \ �------ / O � ,.� ..� � �--- r- _ ----- :�:�,� �s _ _ - - - - +� ---- .. _..�,.--- --- _ --' - �� -, ` � � --� / 3 _EE ,.._ - / _ � . � ��� ..� ..� ��-... �- �-:�� �J-� .,�� �. . ,�,_�""�-�` � ��.�-�� '-���� SI. _ .'a'Sif'� �2 � 2s"a6e�& . . ti -i�:.'' .'4.aliF't-,. �I�-'�I e,a+;.�e. ,w..,pR��:..-�.� �\ ' �.� . � ��� ,..a ... �`4 � �� . . . . . - - 42 :�: --1 ._. _- -__ � , � _.--� � ..,. �2 - ���c-� \ -- ---- „� � . �� � �"'� � �� � � � � � ���� � \ � � Vf ,. � . ,� ���'��� STORM DRAIN STRUCTURES, CLEANOUTS, ETC. AS NEEDED t0 . ,_,_ p .�,________ � _.__ ____ -.-__ _ t� ---____ � / � � , / �Y��� � .� . -�. �-� �' �.��,t_-�-___��.���_- �_`� �� ����-������.�� �� .�.•S..'�`^ 'X��:� �- _� � �� � �.�' \ ��� � ,/ �_-_ � � . . . . - . . . . r -�-__ � �� _ . _ _ _ . � _ _..-. � -- - -- --_ _ - - r �. _- - � --.: . . __ :. -- -._: --'_._. _'_---- ` -_ --- _ --_ - _-- -- -� ) � _- - _ -- ��.���.�:��� :�=� �"" NI SH GRADE. ---- - - -. =::� -�'`�-� � - - � / / �_.�.��� y`�' / � / � � MA TCH Fl - --- - .. : .... _ . :... .. .. _ _.._ ` / � _ . _ J .. .. ._:,: .... _____ �._ ---- -------- � _ � J � � ` � --�_ _ _ � -�v/ 1`� ��.--- % __ --- s__���`'� ! �\ '�-- - -� _._ _ -- . .. 1 ` } ... \ - -_ . . . . . . ... _�� J ��------ ����'� ` C •` � � � � _ � � ����"9� �- � � pf�s .� � _� �� .. . _ _ � _ ------- � -- � - q. . --- - _ � / � � � � �- ----- - + . __ � _ .- �� ___ __ s . __ .-� ,.� .,, --------------- � . ---L-- ------ � `� % . . -.-:�� _ _ , ALL BACKFiLL, COMPACTiDN, SOILS TFSTIIVGy ETC. SHALL 6E � ,..� - . _ _ �,�., __ , . . - ��s -------- --- - -�_ --e�-��:..�;s��-9 _ . . ._ _.. - - _ s� . _. ����^:�.a� a� --T���=---- ----------- ------- t,� ,�-� - � . - - - - �,,�.. �..� � � .�.� r v .�:�.-�-:�.�. �-� .� _� __------- ---- s PERFORMED 13Y THE d WNERS lNDEPENDENT TESTING LABOrRA TORY. - - _ ' ,: . � �,sr � �,.,.� �r■t �� � � �\ __-- ----------------�. / / :.. 425 _--`-=__=_-------- --_� __�--�-- / �--.� - SEE SPECIFI CA T10NS �'OR �40D1 TIONAL INF�RMA 170N � .. � . �... � , .���_"��+r r.a��� ,r� � .. ����"� �� � r . . . . . . . � .. � � .. �.. . � �... � � .�.-. .: ��':. .:� ��.. -.-�. ,. . _ �, �. . .. �: ..�.. ... .....�� , � _._r- � / � � ---` ) / t � - - - -- _ �-� ----- -�' �� _--1--- � . . :- . : - - __._-- �� .- .:--•-.-..::: _-: :_::-�-�:.:. - _-�.:�.�-- ��._____ _ � �� ----------- � � �f .--� _� ..,. _ y--J�,:. .r."�_ �i . ..: -- - � _- 4 �._- :•-- . �� ---------- � �_�� _'�--- �--- ���` ��/� �+�,.,,,�' _ : "`"'_1 -------- � "� � -- --� -�� _ ... __��� �.- __ __-_�_ �_ � n/ � -� ,. . :.... .�--.----�-� :. _420: - ; � - f 5 ` ---_.._---` ,w�. --------- -- ---- __-- ---- �_� � _�---J 5. , � 1 2 � / � - - --- R . . __ . . ---- ----- --- _ � _ . ............_ „_..... --- -------- --- - - .. .. . . �. _ ... - : . . . - -- --------- -- . .. . __. ._..- .....�._. ..-: : _ :. _ ------- ----- ALL STORM DRAlN PlPES SHALL BE PROTECTED TH STONE FlLTE . ..:_. _._. --- _ --- _-- ----------- ---� _-- - 5 RCP _ . ...... ------ --- _- - ... . - -- -- - - � - � =-- 420 ..... ,. . _._.--- ---_ � ``- �'_' � --_ / � 1 » / /� � ..- -- -- ._ . -__ .__ ._ _ - _ TER S PPAG 0 CH DA SEE T . . :. .. �. -- ._.__.._ ! 4 _ �. T� E F W RK E/l DE AIL -� -�`. ;. . . -�_.,�, ----___._ -----_ -- � �- � -� - O . -- . -. _.� .:... --_..., --�. '!��_ --------- --- "_--- �'_----•- ----------------�-�- � �- � - . � -.... � - . ._. .__ -- .,-.- 2 ._ _ _ . . .;__.. - ..:_ . ..--�... ........ - - -- ---- ----- ---- � �� - - . .. .::. ....:..: � ; -�_,,.., . . .: :_. . -... � : � _ � -�..� -- .___ ------- ----- . r � .. . -_._- - - - - - -- - --- --- �-- _-- � 11��424 65' . � / � � • ON E �7.1 .- -. -- - -�� --- _- � � _ X � SHE T . �. .:. .. .._. .. ... . -��_ �� ��� ��T � _ _ . . . . . . . . .� _.. ..... . ... ... ---_ _ . . . . �...�.... �.... . . - �- �...- ...� .... ... ����� ,�� �� ��� � � . . . � .. . .. .w. .�, �. . ... .... - - ��-� ���__����� _ ���.�.�.������ ..�� . . \ / . . . � . �. . .... . ...�. �.�. .• �� �.�� . . . .... � 1_ . . . 1. �� _ 1� _ _ _ - .. .-� . ��..��._ , ,a . � �� � �--������ ��� � \ . . - . . � ' , � , . . . , . . -..... �.. - . .. .... �_ �� . ' " .�.����. .. . . . .-_. "�� -��� --� . . . .. . . _. -�� / ` / '• ... - ... : �.:. .;;..�Wr" . ...... . _.. _� ���� ��.�� --�� -�.<<�_ . . . . •''.._. ...-...�'....' . _ '... _ .. . . . � .... ." _. ... .. � . �� ��� -��� + ��-���� -,� �'�� `��� � . . .� . . ' .. ,�� . .. . ' ' . .. ., . �i ' . ^- f_'- O f_f . . _ . � �� -- � � �/- - / //��� � . ._ " ��" � /� � TCE � � __ --o- ---- � � - -( � „ \ � �'\ 6. EXISIING VEGETA 110N W!�'HIN TREE PROTECTION AREAS SHALL tJ � / X � i i n�`o�rr � • - _ - � X - _ _ _ - - 15 R� . - REMAIN UNDI S TURBED. EJNIESS NO T'FD OT HER INrSE. . � � I � � X �-' � �- fX � � 1N i/ 425.53' � - - - .. � . . � _ _ . � � . � , - X X _�� _ X .�_ - - � , � 1 . � �� �» K � � � � � _ . - 18 0� ► i 18"RCP I r' I � � � � 7. ANY AND ALL LANDSCAPING AND EXIST1NG TREES &.SHRUBS TO cR�'E M�nE � ( � -- REMA1N WHICH ARE i�AMAGED DURING D�IOL1710N OR - � � - I N V=414.78' / \ 1 „RCP HARL � � r _ - _ � � I 1 -425. , CONSTRUCTiON SHALL �E REPLACED BY THE CONT�7ACTOR � ' ' � � � � . : U T iUZI NG A LI CENSED LANDSCAPE CON TR�1 CTOR A T NO . . . _ . : � 20'0�: � � � pB .. - � � ADDI T10NAL COST TO WNER � _ . � _-..- -. _ �'Lx4'Wx22'TH . � � THE 0 . . - : 20 LF 15"RCC� : :_ _ N/� `"� N/�' � SS B STONE PIN� 8. THE GRADING CONTRACT�R SHALL COMPLI� WI TH ALL STAlF : �0.5�G: . �: . BULLO�CK FAMILY, LLC DEREK RA Y, and wife, ` D B 1 0 7 1 7, P G. 2 733 X SARAH RA Y C O D E S I N O B S E R V I N G E R O S I O N C O N T R O L �E A S U R E S e O T H _ - BM 199� PG. 526 U S E: S I N ON AND OFF-S1 TE. : . , N F , _ D8 10002, PG. 1474 � . - :: _. _ . : ,,��Iilii/t��� P1N 0658.04-90 3498 __ : ���` CA .�j�� . � BM 1991, PG. 526 9. THE GRADIN�G CONTRA�TOR SHALL MAINTAMV ALL EROSION CONTROL � � LAl1RA L. Kf�YC}EF�` - . _ . � '(�. RQ � - .� Q'' � '� _ ZON/NG. R40 - d �- - PIN 0658.04-90-0367 DEV►CES AFTER EACH RAINFALL EVENT OR AS DIRECIED BY S7ATF , . / :� - ,B 23�2, P�. ;�95 U : VACANT �` �. Q ,� _ . �► :FE,SS� __ O � E�M 1;99�, t�G. 52�: : ZONING: R40 AUTHOR171ES OR TNE ARCHI TECT. . . . USE: S7NGLE Fi4MILY RESIDENCE � '�„ :� . i _� ; : : �'ll� 0�58.04+90=��+68�= N/F • Q . _ � - � - : ZON1N�: �`40. . BULLOCK FAMIL Y, LLC N/�' a a. SI T�' !S NOT WI TNIN �00 Y�AR FLOOD PLA/N. - . ;; _ _ . . . . . ; : . � US :SINGLE:.�'AM1LY:R�Sf��'NCE 08 10717, PG. 2733 BULLOCK FAMILY LLC _ _ __ . :: N F . � � .- - 953 : - . : 11. TH A1 -- E GR D NG CON TRa C TOR_SNALL BE RESPONSIBLE FOR OFF SI TF :� . � � = BM 1991 pG. 526 DB 10717 PG. 2733 _ . .; : _ - , , � • BtlLLOCK FAMIL Y.LLC � - : . _ . Dl P A F A W • = - S OS L 0 LL CLEARING AND GRADING ASTE MA TERlALS- . ; . - . __ PI �1 N 0658.04=94--4348 8M )991, PG. 526 . DQ 1071�', PG. 27�3 �` N •.�" � - Q,� C� �� _ � . GENERA TFD DURING CONSTRUC710N AND I�R OBTAINING . N �G _ �• ZONING: R40 PlN� 0658.04-94 5239 .� �-�. . BM 199�, PG. 5�6 _ � : � .� - . G�N, : _ _ : , USE: VACANT ZONlNG: R40 EARLY EU WTON, JR., ond wife, ND/OR �, �;�. _ ; GENE NE _ _ ALL APPLlCABLE PERMI TS FOR OFF SI TE STOCKPILES A � : ` PIN� t�fi�8.04 90_ �557 , FAYE C. NEWTON �, �,� � USE. VACANT WASTE AREAS. , H A. �� DB 3562, PG. 586 ���������� S ZONING: .R40 ��i ��i - i1SE: VA�ANT BM 1985, PG. 911 12• ALL CONSTRUC170N SHALL BE IN ACCORDANCE_IMTH ALL TOWN f�� . Z� PIN# 0657.02-89-7821 OF FUQUA Y--VARINA AND NCDOT STANDAROS AND SPECIFICA 770NS. �� � ZONING: R20 13. WETLANDS AND STREAMS HAVE eEEN FOC�I�D ON SI TE'. NO WETLAND USE: SINGLE FAMILY RES1D NCE s WILL BE DISTURBED ON SI T�. STREAM CR�SSINGS WILL eE PERMI TTED W1 TH THE NCDENR Dl V►SION OF WAT�R QWALITY AND THE USACOE. . . _ �4• CLA Y UNER SHALL BE II�STALLED FOR WEILANDS 81 ANC� 82 SUCH THA T 7NE MI NlMUM lNFI L T iRA TiON RA TE IS 0.01 l N R. : � _ : : . . - . ; _ 15. THE INSTALLFD WETL�4NDS AND BIORETENTION SYSTEMS SHALL MEET _ : ._ _ ; , - THE DESI GN �PECI FI CA TIONS UPON I NNI 11AL OPERA 110N ON�E THE _ . , -- . , _ .. .. _ . _ _ _ _ . . . ._ PR � OJECT IS COMPLETE ANd TNE EN71RE DRAtNAGF AR A _ E IS STA�ILIZED. . . � [�P��I IV�GE �T E���_ : �.I�CTUR �DUL� . . . . . . :.. :.. _ _ -. . : . STRUCTURE N0. PIPE �IPE I�1RE PIPE UPPER LQI�VER UPSTREAM:STRUGTURE Di4Tih _ _ , � I \ � UP STRM DN STRN1 SLOPE DIA. LENGTH h�tl�TRL INV. IN�I: TOP ELEV: DEPTH TYPE _ ` ` ; _ _ \ � � \ � IN FT F . . \ � F :.. . ✓ � � � \ � � .�t_�'�.� � � - .. � � \ � \ ��:,�� Q \ ` A1 AZ 1.30!0 1� 23 RC P d05.� �Od.70 �0�:8� 3.8� C8 ` � � �� \ � /�- N� � 1 � \ \> �'� � A2 A3 3.�d°lo 1� 288 RCP 404.60 39d.40 �08:�E3 d.18 CB �i, . JEFFREY FOURNI ER, OI?d wife, ` � 1 _, %`�� � � � � JV A3 A4 1.30°l0 1� 23 RC P 394.30 394.00 398.4� 4:15 PHlLLIP SETTLE, vnd w�fe, N/I� N/� , � � �- � � � \ � � o cB MICHELLE FOURNIER �� � � � ,�4 A5 1.87 l0 1� 16 RG P 393.90 393.60 396.5� �t.6� CB N F DAWN SETTLE KERRY MARLEY HAROLD VA UGHAN, vn d wi fe, � '� � �1 HAZEL P. DI CKENS FAMI L Y LlMI TED PAR TNERSHI P � , DB 12658, PG. Q16 SUSAN VAUGHAN ��� � � �� � �_�� ' MELISSA BAKER � �s �.00��0 18 �o RcR 3�.�0 �3.00 39e.�s �.os ce ' 1 r \ �,.� � A� A7 4.3�°Io 18 46 RC P 389.00 387.00 397.30 8.30 � De 9231 PG 2359 cB K E V I N F l G�, a n d w�f�, D B 1 4 2 0 0, P G. 1 8 9 ��45 D B 8 0 8 8, P G. l 0 9 0 DB 11242, PG. 1798 � � - O,. � • �. , 8M 1994, PG. � i � .: RODNEY GD WIN, ond w�fe, FRANCENE FIGG BM 1994, PG. 1645 . BM 1994, PG. 1645 �:� / 1. � \ . ` - PIN,� 0667 01-09-3919 BM 1994, PG. 1645 � i � �_�\ � \ PIN� 0667 01-19 )335 � � �40 V1CK! GODWIN D 1165�, PG. �7 9 PlN,� 0668.03-00-2046 ZONING: R4Q PIN,,� 0667.01-09-3991 _ _ ,� � ► ,�:r�. � � ZONING: R40 � - �� �� 3� RcP 392.50 ��.�0 39s.�o �.00 ce � � • • ZONING: R40 P1N� Q667.01 09 3794 � � � G DB 1��� , PG. 1�04 t 99�, PG. 16 ZONING. R40 USE. SlNGl.E FAMILY RESIDENCE . �� �`� � � � � . USE: AGRICULIURE CROPS � A�o �.oa�o �� 48 RcP 3�z.00 �s�.�o 3�.�o a.�o ce PIN 0668.D3-��-4 37 USE: SINGLE FAMILY RESIDENCE USE: SINGLE FAMILY RESIDENCE ZONING. R40 �_ � r i ��-.`Y \ • QM 199 P�'s. �f`4Jr' . / -:�}'� \ � � \��\ A10 A►� 3.38% 1� 68 RCP 391.40 389.10 396.1Q 4.70 CB - . USE. SINGLE FAMILY RESIDENCE � �� � PtN,� 06�68 D3-�-0(�=��7`9 , �ONING. R40 , � -� � � o �' US�': SII�I GLE F'AMl L Y l�L�S DENCE �. / � � � � . 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D2 D3 1.09°�0 15 32 RCPlSD 396.90 396.�� 401.50 4.60 DI ' 15"RCP ------ ,-- IN �6.87' � 15 RCP -� \ » � � INV=4,31.98 SHRUB . �,►�=`�j j R_.�,- �� \ � \ \ D3 D4 1.02°� 1� d� RCP/SD 396.45 396:00 4 :1 � � r-- � » , \ 4 � `�S � � 2•TRE� SHRUB � � �� � � � � � _ \ � _ INV 428.59 � � _ � .. �� � • \��� \ � 02 0 �.6� C8 � ` INV-423.68 � �� � 1J� CP � � \ \ � � /.�, � � s. �`- �' 6 4 � � Dd D� 1.00�o 1� 130 RCP/SD 395.90 394:60 d03.9� 8.0� CB ' � : : � � � ° � I lNV=4�7.34' � � � � ' I � ' \ � � • ' - ,._-`� �� �-� � �,� „ � \ 5 2 C DAR � \ D� D6 1.0�°Io 18 76 RCPISD :;39d.50 393.70 401.� 7.30 CB MacGre�or Park \ i � � i � � i i � i i • ' �.�:__�- � q.3 ,:r�� ,�' � \ � . � \ -. _ � \ • � - � .. � � \ o 1 F�C� � I �--- � � � D6 D7 1.15/0 24 52 R CP�D 393.60 �9�.0o aoo.�o s.so ce 125 :Ed�burgh :S�uth \ , � � I �� I � � - _ . . . . ..;. �,.. .,C,---��....:.:::.'.'5.•l�.: .'r.'`P. 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D8 D9 1.2�°fo Zd 16 RCPISD 391.00 390:80 �100.50 9.�0 CB �RTJt, Nvtth ,Carol�na 27511 �--- ._^�� � -� � 0 N... .,,..,. � � ------------- -_... _- ------- :- 35 �_:�- =434.0�`` ,� 8 CEDAR � �� � � . \ � \ 0 � -._ _ � � 4 _ � .-- _ � _._- -- 4 =_ I N V , o �, . : � O ,_ � >�. -�- --_ ____ � 30 _� _ - - __�--- _._---- � ---- i_._----- �--, -.,n1, ,, � i 40 K � \ � D9 D10 1.45�0 24 234 RCP�SD 390.?0 387:30 400.�0 9.eo Phone. 919 �19 $716 - �� - `j�► A�( _. .. � .---_ . ��],,. .. . ,...: �- .� � �- -- -_��--- `�-� -- �J..._- '- .-��� --�__ �'�`-S�`�-'.i:,'�" � �� � �,)O� /1/\ ,\ - �_ . � ... �� . .:� . � . . . . � , . � / \ \ \ CB ,-,° ' �--^-_ '� ��- � � -----��� __5 - �° i . �� \ � � � � D10 Q11 3.03°!0 2d 234 RCPISD 38?.20 380.10 397.00 9.80 Fa�C. 919 319--�'�.�$ _�__.._._ �_-. _.._� J--��_.._ �,-„� �-----� ���s � � �� ��- __-_� �- ��_ .------- ��'___ ._----''---- _--- N �� �-- ---��--------- - �- - � -� 'n . / 1 \ � � -- ----- s'` , .�. _-f � ._.._- ._._- -- . � , � - - _ �� .: �"- ,. _ , � � � � � \ DI 43� . . � D11 D12 1.28�fl � � � � � ----- �,._.._------ � �� -- ���-�'.��.-.r`._:_, . .�-. � ��_ :� _ :,..:�.� �P x-�� ����'� �� � • • � _-. _-� � 30 188 RCP �37fi.50� 37�.10� 395.00 18.�0 � YI � � � � ..... �-�.�. ---"_ _._.`-- -...._`.-- � �P _- � 20 OAK 8 CED _._--- � __.,._-� � 3.��4.:i�� , _-- p 1 AR � � _ � . .� � � �.� rc CF- . . . � \ � � � � D 12 D13 �58�0 36 224 RC P 3�4.00 372 70 379 00 5.00 Y I -,'-_��'-- ----,.. _ `---� � ` •�_--��---,:�,�--����� I N V=429.98' - • _--- � �-�� q. _ , _ � ' ,/ � INV 430 74' � s, � \ __----- � �f � 35 • . �� � � �� � �� � � . . - ._._- _�� � / / � ) � � D13 D14 0.60°l0 -3� 182 RCP 3��.60 371.�0 3�1.00 4.�0 YI __ _____ � � �; /.�, INV-429.05� � � �6Q PUBLIC RfW__--�-_-=------ � �1 _ -�- � � �� � _ -------- � � ��� , � � � \ ' ° � � ��15"RCP \ ----- �- ----------- � ° � _ � 15 RCP _ 1 ----- - - - - / � . INV=426. � _ ' __---_\�------ ---,__-_- r �-_'-----.__ '-------__ -- 435 - �-�/ ' • � �� � . �/� �� � � � � � ° 1� 16 RGP 39�.20 3�5.00 3�:70 3:�0 CB � `� ��VV-4 7 _--- � -___ -- ---- � � � D15 D16 1.2�10 Q \ � ��� � �� � D16 D9 1.00°!0 1� 90 RCP 39d.90 : 39d:00 398.70 3:80 CB ` -- -- �__ ___-_��. � � �__-___-_---� -----____,__.___ __---- �-��� � I ,` � � � ♦ --'- � � � 43� � ----.� ._.-�. _�____.-----_-�' ---__--- �-�� �HRU � � 3-�� � \ � ��.����'��.��� \�.���.��.���� ���...��..�`!._� ��� �� '. / �.���_����_����� ������������ �� \ ����_��_'- -r-- ��.���...�.-►•�-"'��' ��r. �r�`'-_ . � � • \ I \\ \ \ . - ._ � . . . , . ' . . . \` ! � • , ��.�� � , �r_��_.��:�.� '.r.. '..,..��_.. "'��� ' �.� r_�.�--'����J_ -�� 430 -- � � � � �� I __ - . � i � � � � . D17 D10 0.91�0 1� � ..66 RCP� .393.00� ��.:.392;d0 :�-- 396.�0��� �.. 3.�0 �� DI � • � - o0 425 ~ � :`-- r - �) �' _.,---_ �- � ��---- _------ ��_ o - \� \ � ' \ „ �`� � � !-----"_--- / ��� �- i �% � J� � r------" 15 RCP � � � , � . ��� � N�F 2 TREE .� � \ ---�= ) %� ��- / � �' � - l � » \ INV=430.07� I U � � \ \ � • \ . � � � � D18 D10 1.09°�0 15 6� RCP 392.00 �91:30 398:�0 6:40 DI .�--- � ,,� �, �� , X � i � 15 RCP , \ » � o � � � DONALD DI CKENS, vn d w�fe, � � � � . � � � i 2 TREE � I » � � V►RGINIA DlCKENS � \1 . � �� �� � D19 D20 �0.62°l0 1� ��4. RCP �395.OU � 39�.80 �0�.00 7.00_ DI „ ,� ° ,� � i � � � ,INV=428.09 �\ � v � 2"7REE �� � � 5 RCP , �i � / , �� i � � �►NE � o t I 15"RCP �� 435 DB 3978, PG. 473 CREPE INYRTLE � � =424.6J / � � � X l �' \ `_ � • � �� � D2f1 D21 1.16�0 1� 216 RCP 393.50 �91:00 39�.00 3:50 DI �.-____ � , � � � � � � � � � 1 N V=430.42' > BM 1984, PG. 1056 � \ o : � / ,` y � ♦ , � � / \ \ � L__-- �1��?UB � � D21 D12 6.96�0 15 112 RCP 382.D0 37d:20 39�.00 13:00 DI �1;,��� �Q��� lr'V o l��V \ \� / i � \ � : ,_ , 1�RCP \ � � �_ PIN,� 0667.0)-09-2347 - � � _ \ ��'��� �� �'�� / . \ V=426.4 7' �� i � \ 3"�ou.r �� � _ _ ���0 ��� zoNrNC: R2o . ' , o . . . .. . �Q� �� �U f�(' : „ / / '�`� / / � C � \ . ) ,\ \ �� � \ D22 D6 1.67% 8 �0 PVC 397.00 : 396.00 : 402.00 5:00' ID :f2� . _ ' ' � � „ „ � USE. SINGLE FAMIL Y RESlDENCE � �� �� �\ I �\ � \ � _ � V 425.53 - . :. ;_ 1 RCP , / R P 30 oAK 1 ;��V V=426.35 �5 _C ' . �� / /� `� \� \ � D23 D24 1.2��0 8 32 PVC 397.00 �96:60 �02.50 �.�0 ID �- / � INV�27.74 � � \ � � ` D24 D2� 1.14°l0 8 d4 PVC 396.�0 �96:00 402.�0 6`.00 ID ��Q���-V��I��, �Ci _- N/� ` � _ . � N/1�' , � �\� � �� ` \ D25 D9 1.36% B 66 PVC 395.90 39�.00 �Q2.�50 6.60 ID � "R�P HARL�'S BROVVN, ond wife, � � I =425. ' BA�7BARA BROWrV MICHAEL H. AKINS � � � I ,.BRAV o . �B 12Jr��, f�: 2693 �e 2Q7$, PG. 23� � � \� P�AR D26 D27 1.30°� 12 23 RGP 396.90 396:60 402.50 5.60 DI . 0 �� �� � D27 D19 2.22% 12 63 RGP 396.r-JO 39�:10 402.�0 6:00 DI BM 1995, PG. 1510 � � \ �• _ . � � 8M 1�95, pG. 151� \ : P�N�'0�5 ,0�-99-=58fi PIN� 0657.�2-99-46$3 CREPE MYRTLE I ��� � � ,� � \ D28 D29 8.89°l0 18 90 R�P 367.00 3�9;00 3�4.00 7.00 PO " _. :ZONIN�: .:J�20 , ZONlNG: R20 ___ 15 f� P , .. .. USE: SIN�LE' FAMIL Y R�'S ENCE USE: SINGLE FAMlL Y RES►DENCE s"TREE - `� _ � o� 030 �.16% �$ s� Rc P 3�3.30 3�0.00 - : 3s�.o0 9.70 I�IH A�G�-IITEC�`'g i�'�ZD�C'�hIC�. t���3�i.�@ . � V- 8. 4 GL� F'�'OJ�Ct 1d0.�-�129 . - ---��� � (PIPE \ o : _ :_ . _. _ . _ N� � NOT FO � 0.7d/0 15 � RCP 398.50 398.10 402.� 3.�0 DI . . - ��� � E2 E3 0.69% 15 �8 RCP 398.00 397:�0 : �02.� 4.00 DI ROBERT PEELE, BRADFORD PEELE, �\ �\ \ \ . - _ E3 E4 0.6�% 15 62 RCP 397.50 397:10 d01.00 3:�0 DI � AND EL/ZABE�N PUCKETT \ � ` _ � . � 1��F � �� � E4 E5 0.77qo 18 124 RCP 397.00 396:05 401.70 4:70 DI - DB 12053, PG. 698 � _ . f�ICHAfZ� CAN nN ��\ �`� E� E6 0.83% 18 d2 RC P 39�.95 39�.60 402.00 6:0� MH p o \ : , . _ DB 217 , . 1 r�� ,� � � � P1N 0667.01-�09 0847 �� � � o � BM �984, PG. .587 �� � � �\ � E7 E3 Q.65 fo 1� �6 RCP 398.00 397:70 d01.�0 3.�0 DI : ZONING: R20 PIN� 0667.01-09-0744 �► � � � \ p c� USE: SINGLE FAMILY RESIDENCE . �J � � �� o d d a d Z�N�NG. R20 \ � E8 E4 2.32 l0 1� �6 RC P 3�.50 397.20 �102.00 3.�0 D I � � USE: SINGLE FAMILY RESIDENC P � �\ �� . E �� � ��\ `,�, � G RAP HIC S C ALE No +���� ��, TES d� �EC�END . . ��V�p1S OI� y� 40 0 20 4o so t� �.. � 18 R CP PO POrVO O�UTLET CA TCH BA S!N o- � �l�'��.��.��Ni-aN3� c� � 1. TnIP EIEV. 0� Yl/S RII�I AF�F'A(�INFLUENT• CB CAT�BASYN TAl TOP=429.7Q' c� � • , SEE DE L �IEFT C7.6. , =� � D!IS TCaP 0�GRA 1�• MH AND G�IH IS TOIP QF CO G�EANOi1 T, SEE DETAIL �EE7 C7.�. �a(�� Q � INV IN(N)=426.9i � � . ��.� , ,� RIAI, AND CB IS TOIP AF'HOOD. DI DRO�P INLFT, SEE'DE�'A!L 57�EFT C7.4. � INV OUT E =426.35 � � i E T � ( II�T FEET ) _ C � � �s �avo sECnau � �� . � � � REfER TO Ul1UTY PLAN FOIR ROAF D�RAINA(� 10 INUNE DRAIN,.SEF DETAIL SHEEFT C7.6. � � , i ��h = 4o f� -� .\ u�a� �� �uH MANH� ��oEraa. s��r c�.s. � � � .� _ _ : , . . . . . � � 3. ALL DOf�NSIREAM OiV 1LET SlRUCTURES�IAIl BE R(� I�ElNFOIR(�D G�IVG�1F PIP� ; � � • cavc��m�uv sECnavs t�s) uNr�ss Rc,�/so Rc� w/svea�a�, s�.sv��v �vc� ' . : . . . . . . . , . . . . _ �� /� `. `. vn�w�s� _ \ � sFCnav av o�r� s��-r c�.�. � � � _ - � . . : .. . : . _ _ _ _ _ . . : . YI � O�PEN it1R0AT YARD lNLET, SEE DErt'AlL SHEFI"'C7.5. SJRU 1ZE�. N . _ : . : - : . ' � : - . _ . _ 1 ClU .. 0_ _ _: _ . ,: ..-. . _ , , _ , - - - _ c ,- . - 2 � A . , . f�0 gi"i K�N I . . Ct AL.1. 3 �. E l�CI-11� C I _ _. _ : P` �►L. T' I t .�_.: . L OI�'1�R C� �i Cs� °s . . . F�E�1�D 17 �� � ., , , _ _ _ i�13}�1�'l�' +� � .:` . - � , x COiNCRETE SLAB CONCRETE SLAe . PROVIDE TEMPORARY PRE-TREA TED MANHOLE R/NG AND COVER WrpOp pR GROUT AS N�'GESSARY MANHOLE RING AND COVER POND SCHEDULE . -, --. �- ..�-__.-�. ...._. BARS 8"O.C. E.W. TO BLOCK OR1FlCE,JWEIR UP : - s TO ELE V: T s BARS 8'�.C. E.W. P�lVD NtlMBER B1 B2 �° _ . �n 8» 8» �,,� , `� 8" 8" *R . - TOP SLAe ELE1/. E I�--�-I 1�-�1 70P SLAB �LEV. E I�-I I-�--� � . A FT 369.00 383.4� PROVIDE TFMPORARY PRE-1REATED WETLAND OUTLET REBAR 6" 0 C E W WETLAND OUiLET - architecture C � �4 . . . . - �. � � �4 REBAR 6" O.C. E.W. . INnOiD OiR GR�T AS N�CE�SARY OPEN-THROAT YARD INLET 1N EACH OPENI OPEN-THROAT YARD INLET � O IN EACH i�PENIN� B (FT) 372.QO _386.�0 TO BLOCK OR CE/N�EI lanni - /r - ---- - � � - -�u+ P �9 intenor desi n _ T O E L E 1/: T_ Z - --�-- - -T 3 Z � O U� S I D�� � � 3» . . . PRIMARY SPILLWAY C (FT) ._373.04 . 386.fi7 DRILL OPENING IN END RIM ELEV: D RIM ELEV.• D � 9 _ CAP. DIAMETFR: Q EMBAN�CMENT . _I _I +t D (FT) ;374.00: 387.00 ROPE FOR A CCESS TO � SLOiPE � ANCHOR REeAR : - -, _, , TE�MPORARY FAIRCLOTH SKIMMER SKIMMER FOR MAINTENANCE �� VALVE � � T(� 51i�UC7URE E (FT) . . - _�75.92 . _.. .. 388.92 OR APPROVED EQUAL. Y � - - - _.. .. � PRIMARY SPILLWAY -•-- STEM SUPPORT SECONDARY SPILLWAY F (FT� �7'�.�t�- 38�.00 DIAMETER: S TEMP. FAlRCLOTN SK/MMER �� DRILL OPENING IN END lNNFRT ELEV.: C _ : . . . EMBANKMENT _ _ OUTLET OR APPROVED EQUAL. � � CAP. DIAMET�R: Q G {�T� , 3�6.DO : 389.00 BARREL DlAMETER: S � m I . , .. .. � ���� J . S ai Kane Archite�ts,PA ; : H FT 384.�l7 382.00 �,, 4"PVC--.- � � . . ,. ' _ . .:: _----- � � � PRIMARY SPILLWAY _ PRIMARY SPlLLWAY 3105 glenwood ave � ��� 5.0 4.0 __ �. . _. , - , /NVERT ELE1/.: 8 4"PNC TEE � INVERT ELEI/.: B suite 100 . CONNECT F1EXIBLE PIPE � ra eig ,r�c °0 4"PVC _ , ; OU7LET STR�CTURE:NOTES� � �'�) _ 4.0 4.0 TO POND DRAIN. GA TE • _ . .. VAL VE SHALL REMAIN - � . 919�833-1994 � � FLEXlBLE PIPE , M � K 90 LF 18 RCP 47 LF 15 RCP OPEN. REMOVE SKIMMER PRIMARY SPILLWAY � 1. ALL STIRUCTURES OVER 3-6 IN DEP7N TO BE - - fax 919-83�-2993 , . , , ONCE POiNO IS NO-LONGER ORILL OPENI G IN END PROVIDED W1 TN STEp5 1-2 ON CENTERS. ST�PS . CAP. DIAMETER: Q SHALL BE IN ACCOR DAN C E Wl TN STAN DA R D 84 Q.6 6. :.... L (F]`j 8.0 8.0 U T i L I Z E D A S T F M P O R A R Y N � 8M ;.-. ..... : ..... .. , 8 S E D I M E N T e A S I N. C O N N E C T F L E X I B L E P I P E OUTLET � 2. CLASS "A" 3,D00 PSl) CONCRETE TO BE USED. M .(►N) 1 2 1 2 T O P O N D D R A l N. G A T F R � _ -. . � - - _ . � VALVE SHALL REMAIN 3. ALL MOTOR JOINTS ARE 1/2" f 1/8" - � _ N (!N� : 18 18 OPEN. REMOVE SKIMMER ,/ _. � � . � / 4. FORMS ARE TO BE USED FOR THE CONSTIRUC710N : - _ � D D � ANKM NT � � 12 EMB E . _ OF THE B�TTOM SLAB. : . IN 2 . 0.C � - . U1IUZED AS TEMPORARY - _ ; , . . ....... : X � _ . ., . SEDIMENT 8A5'iN. : : N; 18 12 P. 1 _ _ _ . � _� _ . , _ : L� _ _ :.... , ,. . � O _ _ 0 - O O _ � : - _ � : . _ . : , , . �-- : BARREL Oi1TZ.ET INVERT Etl�V.: N --I _ - _ P AN VI EW BARREL OU7LET INVERT ELEI/.. A -'� C�. ll� 2 1.5 _ � � . _ - . . ..: TEMPORAR Y SEDI MEN T BASlN NO TFS. ..__ _ \ � . EXTFIVD TO SLOPE a . . . a - _ R ({N) 6 4 BOTTOM PSS= U ,, , , _ - - 1. 1NSPECT DEVICE AF1ER EACH RAINFALL. REMOVE SEDIMENT WHEN SEDIMENT REACHES A ' ' ' ' � : S (IN) 6 2.5 DEP1N OF NO MORE THAN ONE-HALF THE HEIG�-IT OF THE RISER. ......... _.. PVC DRA1N WITN GATE � T (F�'� -: 374.00 2$6.67 2. CLEAN SKIMMEI� WHEN DEVlCE NO LONGER DRA/NS PROPERLY. - , _.. __ - . _ ANCHOK TO OU 1LET STRUC7URE. � SEC TION X-X :, . » OPEN DURING SEC 170N Y-Y :- _ , v �r . . 3s�.00 38z.00 . ��.�..�.. ,- . : 3. PROVIDE pA1NT MA17K ON RlSER AT 12 HEIGHT. CLEAN AND REPAIR ONCE SEDIMENT C ,. _.� .: T10N. : ONSTRUC _ ; _ -: ; _ : REACHES MARK. . : __: , : ;: _ _ . ... .. : � - _ _.. _ _ . . _ _ _ 371.50 3�5.67 DIAMETER: R _ v �` : _ ._ PERMANEN T OU TLET S TRUC T1JRE . , C. � . _ _ _ . . - . .,: . ... . .�.- .:�. _. . . . �. . : , _ _ . _ : . . : . : . _ . . � _ _ _ _ T STRUCTUR SKIMMER SCALE. N.T.S. ST�RMWATER WETLAND MA/NTENANCE SCHEDUL�' P OF POND EMBANKMENT OUTLE E, , 4. A COM ONENTS _. INSTALL LL . . 5. 4 8 5 _ , 7. 3 _ 1�0 , _ W FT 3 ._ _: �, _ . :t _� - , , : -: _ _ an NNING ARING OPER ONS. _ .. :.... _ N PRIOR T� BEGI CLE 1 WAY TC. UNLE�S OTED _ __. . . .:.:. _..:. NCY SP LL E _ EME�GE ,_ .. _ . , _ . . .._ .. � � D S RIPT1 M 7N Fl7 E C ON E OD N Y .. ; - - , EQUE C SEASON � - . . . 6.72 _ - : . 1 38 7 - _V. 3 �9 . _ T M ELE YR 5 014 2 . . _ . , _ - FF N S. : . .;: A EL OTE :. . ... _...: B . - . _ ._ . _ . P AR _ _ _ 1 FROM t?ISER AND OOL EA _. - 5. REMOVE ALL TRASH AND OTHER DEe14 S . ; _ : . ,_ . _ __ , __ __ . ., . . : , EMBANKMENT . , .._ - - _ � . _ 7.08 ' 8 , -. _ _ , .. �o rn sr�R�u Et.�v. �7�.53 3 . - P T AT AST 1 , . ;. , _ F NCE OS LE 8 RI EL E _ _ _ .. - 1. D VE STE , . . _ .. ,: . . � _ , , , .. _ R . - _ _ - _ 6. CLOSE POND DRAIN WHEN TFMPORARY SKIMMER 1S EMOVED ` . P TA RP A NN : . , !NS EC ND E AIR VISU L A UALLY ALL . . , __: , _ ._ lNTO SOLID GROUND. , . .96 _ . _. � -YR �TOI�M ��4.48 3B7 _ _ o0 . : , _ . �osronr ANrMA� NESn��cs _ . : . :: _ . _ �_. . . . , . . _ _ / - W P TS ARE NOT ACCEPTABLE. : � _ : . _ 2. OOD OS .. � OtlTLET STRUCTURE ; 3. USE STAPLES 1' APART TO A TTACH FABRlC _ . TO "HOG WIRE" ` . DEeRlS / OBSTRUC710NS BY HAND WHENEVER'NEEDED ALL . . . : . - - BA�'�'LE TYP _.._ 4. LAN. - � � , . , _ BAFFLE SPACED AS PER APPROVED P _ - _ _ _ , : � , : _ _ . ; , - : - __ : _� � , ��rri�� : . ;: 5. BAFFLE FABRIC SHALL WOVEN JUTE NET. � -; - P -. EARTH BERM . F�' � FOREBAY DEE POOL _��� ���� _ : . , - - � : _ _., , F' '�,9 . ��� i%. A -+' - �� ::_,-;� �� ��� C� _ , ' O " . . _. _.. S F :��. � �i . _ _ . �' N � . _ _: : _ _ � � .. . .l . s - BOTTOM OF BAFFLE 1N SEDIMENT DEBRIS BY HAND ONCE' PER YEAR ALL ` � �= -: -. � '• . FABRIC FOLDED s� � _�,• � ;:- F�S� : . _ . : ' ' TRENCH AND TRENCH . �a . . OVER HORIZONTAL �i �� . - - �!! TOP OF BAFFLE SHALL BE 6 AS BUILT SUR VEY RE - UIREMENTS PLANTS � `Q = � . POST O,o FILLED WI TH SO1L AND _ � _ : , _ , ,. . _: ::S � : . BELOW THE RIM OF OUTLET + � c`�iVj COMPACTED _ HORIZONTAL POST tic STRUCTURE NoTE: CONTRACT'O�R SHALL PROVIDE AS-BUILT T�POGRAPHIC REPLACE ANY DEAD OR SEE PLANTING TWICE PER YEAR MAR 15 APR 30 - 9 5 3 - -- o SURVEY PERFORMED BY A PRQFESSIONAL LAND SURVEYOR DISEASED VEGETATION SPECIFlCATIONS OCT 1 - NOV 30 � � � - FENCE AND FABRlC _ ,� CERTIFYING WET DETENTI�V POND AREA.DIMENSIONS, CONSIDERED BEYOND . BURIED IN TRENCH r- ELEVA7i0NS, OUILET STRUCIURE 1NVERTS, ORlFICE DIAMFTFR, � i� � ��V �G� ��`� rREa avr .,t�` GINE ��� P/PE SIZES AND CLEANOt1T LOCA7lONS. TOPOGRAPHY SHALL �,�/�I Q��� EXTFIVD 20 FEET Oi1 T51DE UMI T5 OF POND. TREAT ALL DISEASED MECNAN►CAL WHENEVER NEEDED ����y A. `'���� � A� ������ii���i������ "x6" TRENCH � ; 24 24 PLAN TS NOT TO BE REMO VED OR B Y HAND /�-� 6 � /-8 A CKFI LLED AND I !- M/N M�N Z�I� B WATFR PLANT MATERIAL BY HAND IMMEDIATELY AFTFR N/A -' ' COMPACTED - AND END OF EACH DAY C0�lPLE7]ON OiF' ' . : _ - ■ - . . . , SEDlMENT BASIN HOG WIRE A TTA HED AN TI-SEEP COLLAR _FOR �4 co�vsECUnvE PRO,a�cr _ : - TO POSTS Wl TH LENG S .__ . scatF: fl�rs A� �uuvnnrc� _ N.T.S. � SECTION AT OPENING HORIZONTAL METAL POST . - , _ OF WIRE � REPt�4CE SUPPORT BY HAND ONCE PER YEAR - SPRING WI RED SECUREL Y TO _ _. __- STAKES , .. _ P�R��'�CT!"VE :;1�lEW : VERT►CAL POSTS . _ . : : � RF�'LACE DEF7CIENT � BY HAND WHENEVER NEEDEU ALL _ , BAFFLE INSTALLATION - STEP ) BAFFLE lNSTALLA710N - STEP 2 . STAKES OR IMRES : : , ; _ B�4FFLE 1NSTALLA T10N CON TRAC TOR SHALL 8E RESPONSIBLE FOR`MAINTENANCE UN�1L SU6ST�IN 11AL COMPL�TION _ AT WHlCH 71ME OWNER W1LL ASSUME MA►NTFNANCE RESPONS181UTY. . . _ . . SCALE: N.T.S. lrvsrA�L SLOPE PROrECrronr MArnNC , LANOSCAPE WARRAN7IES SHALL APPLY TO STORMWATER WETLAND PLANIINGS. _ . ON ALL SLOPES STEE E : _ TOP O�F' EMBANKMENT ELEV.: G AND FLOOR OF POND _ �F ����,_ . =04--YR ST'O�R�I , CONC. AN 71-SEEP EA�IER. SPILLWAY CREST ELEV.: F COLLARS, QTY 2 . ` 10-YR ST M , _ - - - - - - - - - - - --- --r ---� - - EIUERGENC Y SPI LL WA Y - ,� ' OUTLET STRUCTURE 3 � , 3 JNSTALL SLOPE PROTECnON MAT77NG ; _ 8' , _2-YR ST RM . SEE DETAIL THIS M �� _ � - ON ALL SLOPES STEEPER THAN 6:1 .. . SHAL�OW LAND _ --�6..�- � I,, J�-� : - SHEET. _ � �� � � ELEV: 8 6 COMPACTED � �� ' . � '. _ .: , . 0 ; ` . I MENT: B l ENT: B . PERMANENT POOL IMPERVIOUS FlLL .;::� �� ( SEED & MULCH EMBANKMENT . :. ::. PERMANENT.POOL . .t�P INT�`R OR EMBANK TOP lNTFR OiR EMBANKM ; ,..,� , , . _ . . . ` . ELEV� B . 3 .. � - . ' _ELEV. B . . . . : S E SEEDI NG SCHED ULE. , . . . : WE/R L�LEI/: V : ._ 1 WEIR ELEIh V = : : : . � • � .. .�. .�.�.:. � . � ��� .�• w�, . �I� . . . . ' I) .. .; . :� .:. �.�� �:�. ''- �..�.. ' . . �: �. .. ..:-..... �. . . ... . . . . � . � ..� . . . . . . . . . . � . � . ��.. . ... :. � . : �-. . . . .. . . . � � ' -.� ; . �.� �...: .. _ � � � � . . .. . . . . . . . ;:.3 - D EP POOL . F R -BA Y - . - E . �. 0 E w 3 - --------------- _ _ _ . ------- . ------------- . .� ------ . _ 1 _ -------- .�.� _ • _ ---- - � - ------- _ . ---------------- . --- ---------- � _ 1 _ PERA+��ANENT S�'DIMFNT 3 PERMANENT SEDIMENT , , 1 : - BARREL OUTLET ------ RCP WI'TH RUBBER GASKET ASTM C-443 - � F�S OtiTLET � STQ��GE �PSS) � STORAGE (PSS) . � � OUTLET BARREL: K _ , . . IN .. ---------------------- - : t_E`�: A -------- . ELEV: A , . • `J� ----------------- - -- 3 - -- --------- - � ------- . ------- . . _ SEE FOREBAY . : ------------------------ ---- ----- _� - �J''t,� � •• . .. . �� ��W v°�QC� :.. . ,� _ WEIR SEC710N �Q Q p W� .' :. � . . _ . . .. . . - : °Z v�i BOTTOM PSS= U ..� � `� :�FOR�'BA Y�.�d T'�'OA�I.PSS= U - _, _ . . _ �W� . , --rt 1 � . _j -�i -� � ovn.Er PRO�cnoN . - - - - -S =:-- - - - - - - - . . - �� � � _.:.. _.... "' SEE GRADING PLAN ���W�� Q BOTTOM ELEVA 770N OF 1FMPOARY 3 � , _ SEDIMENT BASIN. BACKFILL 4 3 WETLAND MARSH AND MARSH io EMBANKMENT SHALL BE CONSTRUCTED OF CLEAN STRUCTURAL SOIL, FREE OF ROOTS, 2-F7 D�EP CUT OFF TRENCH. EMBANKMENTS UPON CONVERSION � VEGETA 170N, ROCKS & O THER OBJEC TIONAB�E MA TFRIAL. SCARI FY SURFACES BEFORE EXCA VA TF TRENCH ALONG CEN l FRL1 NE � � OF BASIN TO PERM. WE'7I.AND. PLACING FILL. PLACE FILL ►N 6-8 INCH LOOSE LIFTS. COMPACT TO A T LEAST 9590 OF OF EM$ANKMENT AND EXTEND 1NT0 SOTH - ' �acG�� or Park SEE CONSTRUC710N SEQUENCE THE STANDARD PROCTOR DENSITY. A8U7M�l�IT$.TO A�'LEAST THE ELEVA770N � -. ON EROSION CONTR�L PLANS. OF THE RlS�R CREST. � �125:Edi�bui-gh South Suite 310 _ _.. y� _ Car. 1�Torth Carolina 27511 DETEN TION WETLAND AND EMBANKMEN T SECTION Pho�ae: 919 �19-8718 scat.�: N.r.s. �a�: sl s �1 s-7��s 0 , TOP OF EMBANKMENT ELEY.: G � � �L.�I� TOP 1N TERIOR EMBANKMEN T: B � � � _ .. _ 3 3 . 6' _ -11 1 3 3 - - EMER. SPILLWAY CREST ELEV.. F -1 � ��- _ o 0 . _ _ _ : _ _ INFIR ELEV: V _ _ _ - _ :-_ _ _ _ - , �QG�� C��MM t� G°�M o f��C� _ _ _ . 18" TNICK CLASS 'B' _ _ _ _ - --_ _ �C��IOO�L ���U��C�UI - STONE ON FlL7�'R FABRIC � 18" TNICK CLASS 'B' EMERGENC Y SPI LL WA Y SEC T10N . . . . STONE ON F1L TER FABRI C F REBA Y IR SECTION �UQI�,��-1��fi�IN�, N� SCAL.�• N.T.S. a � . SCAL�• N.T.S: � � f ,- H���?�� INSTALL SLOPE PRO iFC 17'ON MA TTING . � � � - ����'�'�S Q I��/7� O N A L L S L O P E S S T E E P E R T H A N 6:1 I N S T A L L S L O P E P R O T E C T I O N M A T l 1 N G O N A L L S L O P E S S T E E P E R T H A N 6:� �������.��r�I���J � �D 12' , AAC�-11'�G7'3 f'ROJECt NO. fd��3�1.�0 � 12 - � _ �1 J �T 1�.�6-129 _ ��.� CL � � TOP_.OF EMBANKMENT ELEV.: G � : _ Q �- "- - - - . TOP 1NTERlOR EMBANKMENT: 8 . � N � /-- - - - - - � 3 � 12' � , . s / � , . . _ _ W W V/ EMER. SPILLWAY CREST ELEV.: F D _ / � � 4' . � WE1R F_i_EV: V SHALLOW WA TER - - -. E � 3 . 3 EL V W . EMERGENCY SPl LL WA Y " ._ .. , � . .. , 3 � . : . - . - . �� CUT INTO EXIS77NG SLOPE f 18 THICK CLASS B' - , . 1 ��` � � . v/ _ STONE ON FIL TER FABRI C � , _ �I/ , _ - _ _ DE�P MARSH _ , _ _ _ _ EL�V: W. . 4, _ __ _ _ _ _ _ . . - _ _ _ _ _. _ _: - _ _ _ : _ _ _ . _ _ _. . � _: ___ .___,_ ___ ._. _: _ _ _ _ _ ___ _.__ . 4' __ _ _ _ -:_ _ _ _ .: : _ _ : TOE OF SLOPE _: _ , _ -- _: , . , _ . _ �MBANKMEN T SEC T�ON A T EMERGENC Y SPI LL WA Y :: FOREeAY BOTTOM PSS= U _ - - _ SCALE: N.T.S. _ FOREBA Y WEIR PROF1 LE . __ _ _ SCALE: N.T.S. ; : ; . . , _ , . - _ _, _ . . , _. , _. , _ _ : � _ N.T. . _ S . _ : : c .. :.. :. : ❑ 7 2�0� 3f"i K�►N ITFC S ,4. _ I t I :� ,_ Z . - _ - IM NT 6ASIN DETAIL ALL E �GI� P �4l..L GOPYR Cs� R C�-�'1` RES�R1�17 I� #��l�Y � _ _ . P RA R Y SED E . _ , . _ . _ T N Tl N W AN AN TEM 0 . DE E 0 ETL D D o . . _ �_ . _ _ _ ___ _ _ _ . . . _ _ _ . . . . __ ... . . .. ._ ._. ' ._ _.- -.._. __' . '_ _ _... _ .____._ ..._.__ _' '� ' . . .' j . . . , � ' � ' � t � CONCRETF S�AB . .... , . _� __. --- _ . - MANHO�LE RING AND COVER __. . ANCHOR TEMPORAR Y PLA T E/�OARD TO BARS 8"O.C. E.W. , - -;:- ; : _ BIORETENTION AREA MAINT�VANCE SCH�'DULE � . : STRUCTURE, ATTACH fLEXi�E PIPE TO � 8� 8�• �,� . . - ORIFICE S1ZE OF ORtF►CE r0 MA TCH TOP SLAB ELEV: 398.42' �--I �---I � a hite ctu - SKIMMER. s _ . .. , rc r� ao BIORETFIV TIOV�I � . �`'� REBAR 6" O.C. E.W. . . . . DESCRI P 1lON MET HOD FREQUENC Y SE�4SON , NOTF. _ . !N EACH OPENING _ _ . _ . _ plannm� TE`MPORARY FAIRCLOTH SKIMMER OPEN-1NROAT OUTLET _ OR APPROVED EQUAL. Y Y �o - �--�-� - � - � „ PROTECT PLANTING SOIL WI TH PERIMETER SO1L . : : : _ interior design � _ DIAMETER: 3 SILT FENCE AND INSTALL SOD ON $IDE SLOPES. _ RrM EEl.EE� 3ss.5o' _ � INSPECT AND REPAIR VISUAL MONTHLY _ ALL ROPE FOR ACCESS TO _ EROSION : . OUTLET �� REMOVE �ILT FEN�E AND DRAINAGE FABRlC . SKI MMER FOR MAI N TENANCE - BARREL , . _ : ONCE SI TE 1 S STABI LI ZED WI TN PERMANEN T T'O�P OF S� ELEV: 395.50' ORGANI C LA YER : - GROUND C01lE'R. _ o � - ,I TEMP. FAIRCLOTN SKlMMER �� RE-MULCH AN Y B Y HAND WHENEVER NEEDED ALL VOID AREA : Smali Kane Archit '"� OR APPROVED EQUAL. � � _ ects PA _ _ _ DIAMETER: 3 : . _ . , _ � . - � 3'-0" PLANTING SOIL RE1NO VE PREVIOUS MULCH B Y HAND ONC� - -� �� REMOVE SKIMA�/ER � T�MP. EVER Y : SPRING 3105 glenvvaod ave FtEXlei_E P/PE ' ��� PU4 7E oARD oiNCE I_A YER BEFORE APPL YI NG . - /� 2-3 YEARS � su�te 100 _ BAS1N IS REI�IOVED AND NEW LA YER �OPTIONAL) raleigh,nc 27612 IS NO LQN� UTIUZED. _ REMOVE SKIMMER d� TEA�IP. ,. 3�-�� " 8 CONNECT SUBORAIN COLLEC1i�N 919-833-1994 Pt.�47F/13oARD oiNCE 8 SYSTEI�, GROVT T� OUTLET STRUCTURE NOTFS: ADD 11�IULCH BY HAND ONCE PER YEAR SPRING fax 919=832-2993 _ . BASIN !S REMOVED AND , PROVIOE WATERTIGHT SEAL. _ IS NO LONGER U1IUZED. � 1. ALL STRUCTURES OVER 3'-6" IN DEPTH TO BE PLAN T5 CONNECT SUBDRAIN COiLLECTIO�IV PROVIDED WiTN STEPS 1'-2" ON CEN7FRS. S7FPS :. . SYS7FM, GROUT T� SHALL BE /N ACCORDANCE WI TN STANDARD 840.66. REPLACE ANY DEAD OR SEE PLANTING T1MCE PER YEAR MAR 15 - APR 30 PROVlDE WATER7IGHT SEAL.. oUTLET .. » DlSEASED 1/EGETAT]ON SPECtFICATIONS OCT 1 - NOV 30 BARREL 2• CLASS A (3,000 PSI) CONCRETF TO BE USED. � CONSIDERED eEYOND o � o0 3. ALL MOTOR JOINTS ARE 1/2" f 1/8" TREATMENT p . 4. FORMS ARE TO BE USED FOR THE CONSTRUC710N TREAT ALL DISEASED MECHANICAL WH ° . TEMPORARY SEDIMEN.T BASIN NOTES: � oF THE BOTTOM S�Ae. EVER NEEDED ALL p a PLANTS NOT TO BE REMOVED OR BY HAND 1. INSPFCT DEV►CE AFTER EACH RAINFALL. REMOVE SEDIMENT WHEN SEDIMENT REACHES A � DEPTH OF NO MORE THAN ONE="HALF THE HEIGHT OF THE RISER. 12" WA TFR PLANT MATFRtAL BY HAND IMMEDIATELY AFTFR N A BOTTOM OF TFMPORARY )2'--I F�- / 2. CLE�4N SKIMMER WHEN DEVICE NO LONGER DRAINS PROPERLY. SEDIMENT BASIN ELEV=392.5 : � AND END OF EACH DA Y COMPLE710N OF - cr FOR 14 CONSECUTI VE PROJ�'CT _ _ . . . . . DA Y5 AFT'ER PLANTIN� �. PROVIDE PAIN�'MARK OrV RISER AT 12" HEIGHT. CLEAN AND REPAIR OiNCE SEDlMENT -- : REACNES 1b1ARK. REPLACE SUPPORT BY HAND ONCE PER YEAR . _ SPRING STAKES . _ _ �. INSTALL ALL COMP4�NENTS OF POND EMBANKMENT, OUTLET STRUCTIlR� SKIMMER, _ - , _ _ EEA�IIER�LrN�Y SPILLINAY, L�'TC. (UNLESS NOTED) PRlOR TO BEGlNN1NG CLEARING OPEf�A710NS. P�AN71N� SOIL BED . _ SEC T10N Y-Y REPl:ACE DEFICIENT BY HAND WHENEVER NEEDED ALL SURFACE.AREA (SF) STAKES OR WIRES 5. RE`MOVE ALL TRA�H AND O1NER DEBRIS fROiA�/ RISER AND POOL AREA r REQUIRED PROVIDED - SCALE: N.T.S. CONTRACTOR SHALL BE RESPONSIBLE FOR MAlNTENANCE` UNT1L SU�STANTIAL COMPLETION . WHIC E . � �21� 449a A T H 7]M OWNER �VIL� ASStIME MA/NTENANCF RESPONSI6IUTY. ` . . _ , �c�' � LANDSCAPE WARR N � A 71ES SHALL APPL Y TO BIOREI'E'N 110N AREA PLAN�INGS: . ��Ic''9-� - . . _ A�S c� PRINCIPAL SPILL WA Y = . :.. - . �� `. � . `s . LOT, NO. OF SIDES= 4 �- _ , _ -BAFFLE C�;� : , BOTTOM OF BAFFLE IN S TOP ELEV= 39 7.9 � .... S 2 , , � TRENCH AND TRENCH - . :;. ' � - 0 � .. , . ,, . . ti _ - ; - : . TOP OF AFF . EAR7l�1 �ERM - ,;;. ; �: c� B LE SHALL BE 6 FILLED WI TH SO/L AND AS B ILT S . : . . . o,� UR V�Y 1�E - UIRFM�' r W TH R/M , EL F -. E 0 OU TLET _ _ _ __ _ ., c�' _ . _ . __ . : - . _ - . �,� COMPACTED OUTI.ET . __ _ ' _ ` FABRIC FOLDED PRlNC1PAL SPILLWAY ELEV= 396.50' _ : . ti : STRUCTURE _ _ - c �_ , . ._ . - _ . - . : . . ' OVER HORIZONTAL „ . - N�TF: CaNTRACTOR SHALL PROVIDE AS-BUILT TOPOGR�IPHIC . - . -�-12 SHALLOW PONDtNG-�-- SURVEY PERFORMED BY A PROFE$$IONAL LAND SURVEY . ._ POST _ , _ OR ,. . , - ����i���������� ,, . - TOP OF SOD ELEV= 395.50 CERTIFYING �ACH B10-RETEN7�ON.AREA DIMENSIONS �� -. - �i-- - HORIZONTAL POST _ _ � �` CA �_- � - : ELEVA T10N5, OU 7LET S7REJCTURE 1N VER T5 OR �• 1� � �,� " . _ IFI � � - - PIPE SIZES AND CLFAN T - o , �� �J, �R, p ,. � FENCE AND FABRIC - _ OU LOCATION$ TOPOGRAPHY SHALL �` �L -'. - I . _ - : �` �CES`S�Q 'q' -�. 8C1R1ED 1N TRENCH :- , , � EXTEND 20 FEET OUT5IDE UMI�'S Pl.ANTlNG BED. • . Q�� % . � � � 3 x3 � � Q � 1NTERIOR - � " Ea�!� � 24-IN P�AN77NG SOIL BED 9 5 3 » „ � + DIMENSION „ _ � 6 x6 TRENCH � HOG WIRE A TTACHED - P�ACE IN 12 L1FTS � - • � BA CKFI LLED AND I �- . :�' F Q► � TO POSTS WI TH LENG S - �OOSELY COMPACTED PLANTING SOIL BED MIXTURE � GINE �� - COMPACTED I OF W1RE HORlZONTAL METAL POST �� H �G �` ■ WlRED SECURELY TO pH RANGE 5.2 TO 7.00 �'�i O�`�`�` .,,F1'H p, �, �.• SEDIMENT BAS1N VERl1CAL POSTS _ , ������„��������� BAFFE� NOTES: SECTION A T OPENING _ _ _ P-INDEX 10-34 �c�ID S BAFFLE INSTALLA TION STEP 1 ��...,...�_..;:�.• :,:.�;�:.,��.�.,; . � ,;..�, . .�•�:••� • �- . . •.• . . ..... ,. Z� BAFFLE INSTALLATlON STEP 2 . • • • • • • M . ♦.� 3 .!►..y v ♦ � .a;"�C 4 �i�d'.�� M y' •«Y Y K'�.�. �. �e. . ,...»� ; ',•r's.� '.Z. +. .... .. '�: r '�r- y..�. ,f '�: .. . •.... . .•� .. i: . •P ti..r .r . '� �. ►tj���. 4� ..I��.ti�.ti v..� «�r~ S,i.�•' N;ti;�Jt'• ',•t ,�` � •• ti ,� ` .1., ��• 1. DR/VE STEEL FENCE POST A T LEAST 18 • � " " ' w~ � ~,� � ' ;,..n � .�: :� , �r� , >:r. ..� .:w.�... . ..,.....�y � SOLUBLE SAL TS ..:..��:. .,. , �. ,...rj�: .. ... _...� w.,•.�. ;.. . ��f. '=�•{:�..��•�.•� » 500 PPM MAXIMUM .�:.:...,. �....�..r�:��..� ,. ,�. ..�-„<<. • j•�..• . .w .�f•��•:�, , ,.. ,�. ,x; 4 WASHED SAND :''r:�' w f ....r n �.• .`l,f'1;1,.i�' t1 �.:"`•i .� S a�•i;;��•t.�.. 4}..1r b��s.t��..ivT,•�ti, ,I'•... ti PERSPECT�VE VIEW INTO SOLID GROUND. = K . , .., �•..�.. .. �: ; .f . . � . ~ �'. �p At.�.t r�� � ��.W�1'��.��.•�. ..H S..•��.� r.•.��.t'ti w.�. .*'v�•• ��,�'S• +p•��_•�, � 6�.�'S�i..��`. � J ... • �. r•�/ ..� ,�.... r ti . i., . �,! ..w r1 � � . �. ;}',. �...+,t'••.. ,���•s • 1 ..:.� .. r r i, ��.�0•:' � .v � .� �•"i.' • • 't Nl•R�w,,,L�r��=♦�.,.r���t�ryY��•�•�����f,��,` ; r L; Z�d`.�,�r���;�.���,titi�ti�;t i, ht r ��.ti.r• �1.1'.• �!;:•�'r i� .�..: �:. ..x_•�.-��'•� y.= �:�}� �.::�A FINES (SILT AND CLAY) 8-1290 2. W O O D P O S T S A R E N O T A C C E P T A B L E. NON-WIOVEN F!L TER FABR/C - 3. USE STAPLES 1' APART TO ATTACH FABRIC 8-IN ,�57 WASHED STONE SAND 85-889� e o a o a . . o 0 0 0 TO "HOG W1RE". 4. BAFFLE SPACED AS PER APPROVED PLAN. � �� ORGANI C MA TERIAL 3-590 _ 5. BAFFLE FABRIC SHALL WOVEN JUTE NET. BAFFLE I NSTALLA TION � • � SUB-DRAIN PERMEABILI TY " " SCALE: N.T.S. � 1 HOUR MI N, 6 /HOUR MAX. 4" HDPE PERFORA TED PIPE „ EX TFRIOR � WRAPPED I N NON-IN�VEN 1-2 . HOUR PREFE�?RED 0 BIORETEN TlON SECTlON LEVEL SPREADER GE'OTEX7ILE FABRlC. � � » � � � N.T.S. NOTE: HARDWOOD MULCH $HALL BE SHREDDED AND . 3 MIN 3-0 i2 3-D - _ TO HA VE BEEN A GED FOR 12 MON THS MlN�MUA�I. . � , W _ . LEVEL SPREADER W� _ .._ p � SM, ML; SC SOIL CLASSlFICA 770N5 USCS . - � - TOP ELEV = 392.8' TOP EzEV - EXlST GRADE NA7i1RAL GROUND . p ( ) .. �iinc`'n SOUF�CE OF PLANTING SOIL BED MIXTURE: - - - - -- - 1 ' . - � � •. ,.'. . . �► ' . . . . ;� � _ � . •. . .: . . •� •� •v v � •� ,� .v •� •� v� •� � �• � TRIANGLE LANDSCAPE 5UPPLIE� . , cV 3" #5 7 WA SHED S TONE •� .�. �. .� .� v, �' � � � � � � � � � , : : s„ 6„ ON F!L TER FABR►C .�. .�. .�. .�. .i. .�. .v v- v- �v � •v � •� � •� � -- - 0 'SPREADER CHANNEL . •� •� •� •� •� � •� �v �• •� •v � •� 50 LF � _ LONGI Tl1DINAL.SLOPE (0�) ; � v� �• �• v � v- .� �, �, �, y �, �, �, � EXTERIOR V cfl #4 REBAR � ,�, � LEVEL SPREADER � � _ 8 0.C.E.W. � •� �• •� .� •� .� .� . �• � � ' •� v� �v �v •�• �v •�• •�• Z . ,: • _ . COMPACTED � � : V ' e CONCRETE TOP 2500 PSI �• � v� � v� � y y 1 0� . �-- _--�..- � FLOW FROM • . OF SPREADER - SUBGRADE CONCRETE ,� � � � � � � � � � : : � SPILL WA Y. • . . SE�770N A-A A�' y • A - _ �, �, ,� FLOW IN FIL TER� � y J� J� y y �Y J� J� � , . . ' �, r OE OF SLOPE �_�w_i'`�.. `�' J� J� J� J� J� J� J� •. T y � � ._ - T Q P L�E V '= 3 9�2.8 0' (S A M E E L E V A T 1 0 N A C R O S S E N T I R E L E V E L S P R E A D E R) C � , _ - . . � y � � � y y � ��/��j,�r ; . , ' LEVEL SPREADER � �s � � � .... _ : . - .: '�' .v �v v� v, v� v� .v �1 _ ,. _ - _ . . . RM �. VE�ETA:TI 1/E FI T R : � . � � : .- 6 E _ L E SEC TIOJV C-C _ :: : _ ... _ . . � � � � � � � y � e .. . . ..... , ,, _ . . � ST R . . ; O.M.DRAIN - � . _ _ � � . . ,..: `:;.. ::. .. _. .... �Y •v V� v v V� � _ .... - J� ... .. .._. ... , .._ , ; _ .. -. . .� _ . RP � _ � - ..,._ _ _ � , _ . J� _ . - _ J� _ _ . ___ .,�_ - - --- - - . _ ' _ - : . ' .. . V� J� �V J� �V y y /4� - _ :,- � L SEEDING AND $HRUBS - -;; . , ,, __ : _ _ FLO . ._ _,. : _ - : : : _ _ cV ,. ,; - : : •�• ' - W . _ - _ � , , ... J� � y y �V , , _ SEE S�1EET C6.1 FOR / : _ ,;; _ -- _ V� �V V� �V �Y �V J� : , ,. .;:; : : , _ _ --._ _ .. � _ . . A . _ _ - - DDI TIONAL iNFORMA TION. . �• •� .� �• •� •� EX N TO -. : - ._ : , SPREADER CHANN L � � :• . - : E � •v .� •v v- •� •� •� _ �acGr�e or: F�at'It� ._ . _ _ . �' ; �, _ _ -- -:, ....:.;. v _ -: : .: . . , .,: coNSrRUCnoN a . . OUTLET ��OTEC�ON ` _ 12v Edanbur h South _ LONGI TUDlNAL SLOPE (090) .�. � •� � v� _ _ � . . , , 8. . .�: . - . . -. . UMl T5 Stut� 3�0 SEE DETAIL SHEET C7.i ` . .� � ; ::. , . : .-. . - . . _ co , W i� Cary, Nort�i Ca�ol�na �7511 ,. .: � ;.� . , _ � , 919 319-67�6 : _ �0 O 1 + 3� � T�MPORARY UNER Phone. ��� N 1 e . Fa�c: 919 319�751!3 : : 4 REBAR \ \ \ \ \ \/\ $EE DETAtL SHEET t;7.1. . .; . 2 04 PS 8" �.C.E.W. C NCRETE . � � d . . - - _ 8' .d ,C7 SEC�10N: B-B • � VEGETA TI VE FIL TER & EXTERIOR LEVEL SPREADER PLAN VI EW p : _ � N.T.S. � 0 uMirs oF P[.ArvnNC _ INTERIOR LEI/FL SPR�ADER :PLAN V1�W _ VEGFTA TI VE FIL TER D D ^_ . : . . :_: _ . 0� BED AREA TYP. _ ._. ::. .._ . _ ; . .. _ _ SOIL : , . . OUTLET_PR�TECTION _ _ �_ _ » . . . .. ,,. . . . __ -..: .; : - __ _ _ _ _ :: ... _ 12 CLASS A STONE : ,.. - . ,_ : . . ::;: -:.__ _ � _ : . : : .. - -. � . , .. . . . _ � _ . . _ 0 4" 0 LONGITUDINAL SLOPE � _. . - .� . .. ; ;: :.:. -: _ . - . D5 = N FILTER _ � � 0F SPREA DER H � S ALL _ _ , -. : . .: .. : : :. . . - : ,1. : . , FABRlC _ D o � �� � E LE - . _ _ :_ _ . . , `11� pMCo3L�OC� . e vE� �ox� U�Ii �I�L� C��M{� .. __ . . . �s � �2» ivs- �0.5 ._ _ . - _ _ . `�1��, `���� _ _ : CLEANOUT, TYP. �C�riI�OL� � ��1 C� . . _ 00 � � � �-------- --------------- � . ---------- ---------- � ---------- -- ` ------------------------------- �.� �, ------ ----- DEPTN 6 ---------------------- � _ ��.`. �-lNTERIOR LEVEL SPREADER �� ARC OUTLET _ �.` � _ -i-. CLEANOU T _ _ __ CLEANOU T CLEANOU T � - ��`` ��``` -_ � � � � _ FD - FD FD FD • � ' _ CLEANOU T LEVEL SPREADER - ..__ ,_ Ql.�r�4�' Y��I1'�,�-� NC �. �� �_ ^ FD FD FD FD FD FD TOP ELEV= 396.00 � 3 W ���� ��� ���--_ 4" PERF. HDPE �� � 1 �- � F�-� STORM DRAiN �� �� __` WYE CONNEC7lON OUTLET STRUCTURE � ; -� ��� ��._� --___ SUB-DRAIN, TYP. � Bl0-RETEN 1lON N � � � FlLT�R BAS1N �`� '�� ��� �---- ----- ---------------- �f ^ , �� -_ -_ __--- - 396 � - . �� ___ ___ ____ --------------- TOP ELEV- 395 50' 6" 6" '�' -' ` �! 397 � OUTLET PROTFCTION • . . . . . . . . •i►_'1 . _1 >>_ �.-� . � � .. . . � SEE DETAIL SHEET C7.1 � � . � . . ��_ ��_ �_ ����' � . � . . � . `� ��� ~� !������ �11 -- -- � _ - ----- 398 . ------------ . ; � MIN. SAND- __ ... � �4RC�ITECt'3 f�O,JE�T NO. ��fd3� 1.� -- /� . : . � -------- ---------� #4 REBAR co � 12 � TOPSOIL MIX r_ r/�.._ //� � � 1 1 .. � -V �� �� V���O�� �i���i ' - . . _ � - --'-- EMBANKMENT ELEV- 398.50' » �. �,0,� ,� g _____ ___�_ ! - . - � OCE _ - . . . - -- ------------------ -------- 8 .W � - ------------ -. . : _ _ _ . .. _ . _ __�-- - __'_-- --� �_ _ _ --- !+ - _ _ 398 � � � �� � #57 WASHED ' . 1�� �1+���r��..� . -������� . . . . . r 9�3.1.dM�NZ#Q1S QNd SOt�d'� ` -- � 47 `��� �'r-- �V/ � ��l� �d'M'�N3a 25�o Psi ,�.r�n����.�, 396 EMERGENCY SPILL WA Y � CONCRETE `y �.,_ ��a ' �_ ���.� . . �_����� _ f� � _ 395 �COMPACTED� � 800Z 0 � 8�.� , 0 � .394 - - SUBGRADE WRAP Fi�TER . � � 40 LF 15"R P _ _ . _ E - FABRIC AROUND L VEL SPREADER SUB DRA/N : � � FES C �" PERFORA TED HDPE PIPE. . . �0.5� STONE CONNEC7" TO BI - OUTLET . 0 RETENTION PROTECTTON . . ,SUBDR�tIN SYSTEM. ; . SEC 170N _ : EX T E'RI OR LE VEL SPREA DER , . � , . . . . . � ' I N TERIOR LEVEL SPREADER � � . 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AND SHALLOW WATER AND DEEP SHALL BE PLACED ..-•.-.-- SHALL BE PLACED WI THIN THE SHALLOW L , .. -- • P O O L AREAS AND ADHERE TO THE FOLLOWING REQl�1REMENTS: �•-�'-'-'-' POOL A REA S AND ADHERE TO THE FOLL O WI N G REQUI REMEN TS. ..- .-.-:... .-•-•- OI L MUS T BE UNI FORM AND FREE OF S TO N E S, S T U M P S, R 0 0 , -.-:�•'-'- N D F R E E O F S T O N E S, S T U M P S, R O O T S, O R 1. T H E S ..-.-,: 1. THE S01� MUST BE UNI FORM A . 0 TNER SIMlLA R MA TERIA L GREA TER THAN 2 INCHES. �-�.� OTHER SIMtLAR MATERIAL GREATER THAN 2 INCHES. . - WI TH N 0 M ORE THA N 10q 2. S01 L TEX TU RE SHALL BE A LOAMY SAND, WI TH NO MORE THAN 10� 2. S01L TEXTURE SHALL 8E A LOAMY SAND, A Y USDA S01L TEXTURAL CLASSIFICATION). . _ _ CL ( - CLA Y USDA S01L TEXTtJRAL CLASSIFI CA TION). � A MI Nl MUM ORGANI C CON TEN T OF 10q B Y DR Y WEI GH T. 3. A MI NI MUM ORGANI C CON TEN T OF l Oq 8 Y DR y WEl GH T. 3. N 5.5 AND 7.0. 4. THE PH SHALL BE BETWEEN 5.5 AND 7.�. 4. THE PH SHALL BE BETWEE . �...' �.. .: / i �ac�regor Parl� , . SOURCES FOR WETLAND PLAN TS , :.: 12..-E " tu-� ou _ SOURC S FOR WETLAND PLA ARM: WWW.MELLOWMARSHFARM.COM s� � _ : MELLOW MARSH F _ . _ . H FARM.COM S . C��, Narth C�olina :2752 i �v1ELLOW MARSH FARM. W�IVW.MELLOWMAR NURSERY.COM . _ CURE NURSER Y: NVWW.CURE P�ione: s.t�9 ���-s718 �URE NURSER Y: WWW.CURENURSER Y.COM • NC 2 7501. WVIIW.WETLANDPLAN TNURSER Y.COM Fa�: �1� 31 ` CILL IDE FARM: GEMINI LANE, ANGER, NC 27501. WWW W/E� ANDPLAN TNURSER Y.COM CI LL I DE FARM. GEMI NI LANE, A , . TO BE DRAI NED ONE DA Y PR10R T0 PLAN T1 NG. ° NO TE. WETLAND AREA WILL NEED • N D: TO BE DRA1111 ED: �NE- DA Y PRIOR TO PLAN TI NG. . N�TE. WETL A N AREA WILL E : . . : _ _ : - _ . _ . , _ _ _ _ _ _ : . . RE :: ; __ : .-_ _ _ N T NAME SI ZE J{Ey PLAN r NAME QTY. . KEY QTY PL . . , , :: - .. ,_ . . REMARKS : QUART CONTAINERS . : - SIZE KEY PLANT NAME QTY. _ M _ . / KEY Q T Y' P� AN T NA E » - : _ . _ l RI S VIRGINIA NA RS — . F SAGITT. QUAR T CON TAI NE _ -1 2 CA L. _ _ 1 SAGI TTARIA LANCIFOLIA NARROWLEA 23 " LANDSCAPE AI�CHI TECT IRIS VIRGINIANA BLUE FLAG 39 ND C YPRESS / 14 PO _, , T0 AI�PR�VE LOCA 110NS _ T . ; 0 3 .:.. _ -. .. ;. � _:.:.;.-�.,.......:.. .. .. ,_.. Z D . 1� H — TAl — NARROWLEAF SAGITT. 39 LANDSCAPE AR — - � FOLIA B&B SAURlJI4US CERNUUS LI�AR ARIA LANCI 1 1 2 CA L. sACrrr _ _ . _ _ �i Ii Q�G C�O�[�� pM[o3L�D : ONS IN :�HE FIELD. - � CYf�'RE�S -: � , no►vs XODIUM ASCEND _ Ar►cuM 23 24 POND ro APPROVE �oc A T -- 39 ,� GOLDEN CLUB ORGNTICU M AQU _ : ;- NUUS LIZARD S TAIL ;; _ SAURURUS CER _ . _ .- : B8c8 -1 2 CAL. . _ _ IN TH� FlELD. _ 1 _. .. _ ._ TAX�n1UM AS�ENDONS H � CAREX STRICTA — TC,►'SSOCK SEDGE 23 ���0�� ����� . , . � =� -. » GDLDEN CLUB - ORON T1CUM AQUA TI CUM 39 14 RI VER BI RC _ . .. . , , : . _ _ , _ . • 4,597 SF _ 1 1 2 CA L. _ _ _ - - TUSSO�K SEDGE 39 B�CB SCtRPUS PUNGENS — COMMON THREE SQUARE 23 Rr VER BIRCH_ / cAREx srR�c�A 25 : �,sso sF » , : . BETULA N!G � � �-V I NG B�cB _ � SCIRPUS PUNGENS - COMMON TNREE SQUARE 39 � - RA BALD CYPRESS � � GALLON CONTAINERS ' . A NI� 15 . L 1-1 2 CAL. _ _ BETU �_ _ „ _ . BBCB lLEX VER 77CILLA TA 31 _ T _ ; _ BALD �YPRESS 1--1 2 CAL. 1 GALLON CONTAINERS TAXODI UM D1 STI CHUM ��NVSCAP� A�cH�r�c . 24 _ . _ 52 . , B8C8 ILEX VER11CiLLA TA CEPHALaNTHtJS OCC1DE LANDSCAPE ARCHITFCT - M 52 T R TUPELO / ��a v�RC�NtcA 3� HU A E 1-1 2�� CAL. T0 APPROVE LOCA ON TAXODI UIVr DI STI C 15 W �� ,: . - ; , CEPHA LA N THUS OCCI DEN TALI S � —1 2�� CA L. TO APPROVE LOCA T10NS � � 52 . 1 1TEA VIRGINICA N YSSA. AQUA TI CA Q&8_ . . . ��.dMw�o.� Nesora�,�,�� 24 WA TER TUPEL� rN rHE �E�o. : � : _ � _ THESE PLANTS ARE IN ADDI7lON TD TREES 231 TOTAL . ��13�,d •2�N3Q _ , . _ - . N YS5�4 AQUA Tl CA �.; PLAN PLANTS : WN ON TNE �►1�C�I'�'�GT g t°R+D,�GT NO. ��i�341.� ,�,�OZ Q THESE PLANTS ARE IN ADDI110N TO TREES 390 TOTAL _ _ SH0 ) � �� ( . __ _ : _ GLH f-�OJ�Ct NO._0f�--1Z9 . . , SHOWN ON THE PLAN) PLAN : rk . - , _ .. .� �� .,...'l. . . � � � . � �. . , .. � . . . . . .� . . . . . .....'�.:��...��. ... .. . . .. ... . . � . KEY PLAN� NAME . R�MA RK5 � ANT NAME QTY. REMARKS ................ PL MARKS - .. •' SAGITTARIA LATIFOLIA — DUCK POTATO 23 QUART CONTAlNERS KEY RE ...• . .. . • AINERS KEY PLANT NAME QTY. .. ..... ..... : •-• - '..-•--• — DUCK POTATO 39 QUART CONT .._... .. . , . .'-.•••-.• NUPHAR LUTE'UM — SPADDERDOCK 23 LANDSCAPE ARCHI7ECT Y PLAN T NAME QTy. REMARKS •........ ... ... . SAGI TTARlA LA T1FOLlA . ...... KE '•-•- •- • LANDSCAPE ARCHITECT NUPHAR LUTEUM — SPADDERDOCK 35 QUART CONTAlNERS . . .... ..- •- _.. — PADDERDOCK 39 . _. ' :' HYMENOCALIS LIROSOME — SPIDERLILY (BULBS— 23 TO APPROVE LOCATIONS QUAR T CON TAINERS •.-..-•:-....,..•... ,• NUPHAR L.0 TEUM S _ . ..•- .. .- TO APPROVE LOCA TiONS PEL TANDRA VIRGINIANA — ARROW ARUM 35 LANDSCAPE ARCHI TECT --•• • — ERDOCK 59 • .... •• .. ROSOME — SPIDERLILY BULBS 39 ADD C AT10NS '' ���� PLANT IN 2' OR LESS DEPTH OF WATER IN THE FIELD. NUPHAR LUT�UM SP HYMENOCAUS Ll -- LANDSCAPE ARCHlTECT ' . : -••- TO APPRO - VIf7G►NIANA = ARROW ARUM 59 - JUNCUS EFFUSUS — SOFT RUSH 35 - PEL TANDRA. ''�� ��''�'�•�� PLAN T IN 2' OR LESS DEP TN OF WA TER) I N THE FlELD. _ T O A P P R O V E L O C A T I O N S S C H O E N O P L E C T U S T A B E R N A E M ONTANI — 35 IN THE FIELD. 2,298 SF JUl�CUS EF`�'UStJS SOFT �USH 59 IN THE FIELD. � . SCHOENOF�L��Tt�S TABEi�NAEMONTANI = 59 3,868 SF SOFT S1EM eULRU CLETHRA ALNIFOLIA 23 ) GALL.ON CONT _ SOFT STEM BULRUSH ) GALLON CONTAINERS 4,59 1 GALLON CONTAINERS ,__. 39 CLEl�IRA ALNIFOLIA 31 VACCINIUM CRASSIFOLIUM 23 LANDSCAPE AR 7,788 SF ; - ILEX 1/ER7]CILLATA LOCA T10N� . . : . 1 GALLON CONTAINERS LANDSCAPE ARCHITECT 31 LANDSCAPE ARCHI TEC . 39 VACC►NIUM CRASSIFOLIUM TO APPROVE CLETHRA ALNI FOLI A 52 VACCI NIUM CRASSI FOLI UM . _ LANDSCAPE ARCHI TECT TO APPROVE LOCATIONS 1 TEA V►RGINICA 31 TO APPROVE LO IN THE FIELD. ' VACGI NI UM CRASSI FOLI UM 52 - - . .- TO APPRO VE LOCA T10NS I N TNE F1 ELD. IN THE FIELD. i�EA VIR�INI�A 52 IN THE F1ELD. TO TREES T TAL (THESE PLANTS ARE IN ADD1710N TO TRE 115 TOTAL _. (THESE PLAN T5 ARE IN ADDI T10 233 THESE PLANTS ARE IN ADDITION TO TREES 195 TOTAL PLANTS SHOWN ON�THE PLAN) PLAN � � ARE IN ADDI Ti4N TO TREES 392 TOTAL � SHOWN ON THE PLAN) . �E PLANTS , (�E SH01NN ON THE PLAN) PLANTS � SHOWN ON THE PLAN) PLANTS . . . . . WETLAND 82 1"=30' ; _ _ _ , _ . - : . C] � : . . - : :. � , , _ _ . . _ : , � - - o _ . ;: . . . n. tz ��t�u�r ��s. _ AND 81 1 3 �� , . . K�41�lE �►1�GI�IT�G�'g, P�4. �LL COP'�'RIG�t RICs�'t� �?E°�I�� _ c 2�'1 °�MALL : � U - � :, : _ . . _. . ._. ,.. . . . , � - � . - _ . . , _ _ : - - . � _ , _ _ . _ _ . . - .. _ . . . . .. . _ . , , . . . . . , . ... . . .. .. . . . . . -, .. _ . : _ . . : _ � _ � � � � _ _ . . . � . . . . . . . . . .. . . ' _ : . . . . . . _ . ` ., __._.._______.____ _ , _.�..__�.._ _____ _ __ ___ ___ __,_ __.____ , - . , , . -- .__ __ _--__ - — � _ _ ____------ . -- ----_ ,