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UNL SS TW � ERE IS A CHANGE iN THE LAW OR �UR PUE3LISHED REGUi.ATIONS, THIS DETERMiNATiQN aF SECTI4N 404 JURISD�CTlON MAY 8E RELlED UPC?N F'4R A PERlOD N�T T�J �XCEED FIVE YEARS FROM THIS DA�'E. THIS DETERMINATI�N WAS MAD� UTII�IZING THE 1987 C4RPS tJF' E�VGINEERS WETLAN�DS DELI�JEATION �UAL." R�GULATORY OF'FICIAL . TITLE DATE USACE ACTION iD LINE QATA�'ABLE LINE No. DIRE�TiON DISTANC� 1 N86'08'40'rW 32.77 2 N73'41'19"W 107.61 3 N44'58'49"W 70.95 4 N57'23'25"W 136.89 5 Nfi0'25'05�W 135.Q0 6 N87'58'25"w ��a.4o 7 S73'07'50"W �9.6$ 8 N45'23'36"E 40.89 9 N77'09'35"E 31.79 10 N43'13'25"E 6.97 11 N35'01'46"� 43.06 1� N07'13'22"W 12.38 13 N30'17'23"iN 28.4� ��4 Ns3�2a�2��� 32.ss 15 N75'35'14�E 22.63 16 Nfi9'22'30"� 32.90 1�' N24'27'53�1N 15.97 18 N 17'28'13"E 23.64 19 N 11'09'45"E 27.94 20 N08'32'11"E 11.34 21 N2�'50'25"E 23.97 22 N 11'32'27"E Z 1.7fi 23 N27'42'2$"W 26.62 24 Nfi8'39'18"E 19.38 25 N89'20'27"E 2�.92 �s s2�ro5'�apw 2$.04 2� S1 a'27'48''E 12.59 28 S00'07'02"E 2�.75 29 S38'16'18"W �4.77 30 S�9'34'27"E 19.97 31 S35'58'09"W 21.6Q 3� S41'19'31"E 36.11 33 N6fi'18'44"E 29.64 34 N88'56'49"E 22.51 35 Nf3'56'26"E 19.47 38 S�4'09'39"E 3�.16 37 S13'49'37"E 9.6� 3� S�1'27'12"1N 35.19 39 S65'57'13"iN 2fi.6f 40 S 16'45'49"iN 1$.25 41 S60'Ofi'S2"W 20.28 42 S23'26�03"W 34.98 43 S39'S3'3t�"E 22.0� 44 S55'11'53"E 34.09 45 S61'03'3fi"E 33.59 46 N89'51'S4"E 3�.55 47 S84'50'23"E �fi.35 48 S31'20'49"E 35.70 49 S58'02'45"E 32.62 50 S72'38'56"E 21.62 51 S31'38'18"E 29.38 52 S58'38'S9"E 43.92 53 S49'36'13"E 22.25 54 S45'12'4�9"E 4�.24 55 S76'16'29"E 59.16 56 N81'42'36"E 29.40 57 N76'47'28�E 16.09 L�GEND .:.��.�._.__ ♦ EPK EXISTING PK NA1L • EIP e SIP • NPS R/w EOP M8L DUE � ZONE 1 ZONE � AEC � EXISTINC IRON PIPE SET IRON F�IPE NO POINT SET RiGHT OF WAY EDGE OF PAVEMEN�' MINIMUM BUII..DING LINE DRAINAGE/UTILITY EASEl�ENT MARSH 3�' RiPARIAN 6UFFER 20' RiPARIAN BUFFER AREA OF ENVIRONMENTAL CONCERN D F�e � � � Zoos bl�'EtC�PlD��R_�AT�R�aUAGlT� $ANn STpR�yyA�R�Ra,��� THIS PROPERTY IS Lt�CATED WITHIN A S�'ECIAL FLOOn HAZARD AREA ��QNE AE, 6FE�7.4') PER �'IRM MAPS 3�2os4�soo� ANa 3�2o��osoo�, E�'FECTIVE JuLY 2ND, 2004. G RAP H I C SCALE: 1" = 10 p' 0 50 �oo zao 3oa COPYRI�HT �2007 T • . TOTi4L AREA OF TRACT: 15..976 AC. (695,919 SF� ALL BOUNDARY SURVEY IM�'ORMATiON PROVtDED BY: KENDALL E. G�1SKiNS, PLS 8162 MAiN STREET VANCEE30R0, NC 285$6 DATE OF SURVEY: AU�UST 10, 2�04 awNE�; MICHAEL J. OLEXA 2925 SUMMER HILL ROAD WEST FRiENDSHIP, Mt� 21794 410-489-0667 8t1StNESS 410-489�-0668 F'A�C 443-416-4209 �Ek.L PROPERTY DESCRIPTION: GANS - 16.10 ACR�S SUR'1/�Y AND DIVISION �F SINCLAIR MATTHEW� LAND MAP BOOK 7, PAGE 103 DEED 800K 444� P�7E %9s SEE SHEET C-142 FOR PROPOSED LOT LAYOUT. SEE SNEk? C-143 FOR PROPOSED UTILITY LAYOUt. � REVISIONS N0. DATE DESCRIPT�ON 1 43--26--200'7 PER PL. QD. CQMMENTS 2 07-25--2Q07 PER t,�►ND QUALITY COMMENTS PROJECT MANAGER: PROJ�CT ENGINEER: GSM . ZLF DRAINN 6Y: CHECKED 6Y: �°►�� GSM DATE: FEBRUARY 1, 2007 ',��������� r ►�t� � ,^� �� _ �/ �'�+ � � � �r • .� � � w . 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NC S;�Ubrary�2006�A335QZ-OlexB Ventures,LLC-5traight Road 25�Drdwir�su�133502•8�se Rtt�t.dw�,C•102, 8/24/2407.9:59:10 AM PROP�RTY OF SHIRLEY l.EE TINGLE D.6, 235, PG. 235 TAX ID: K07-2 -� �, �� • ,•"' ''�,,,� � �, �,,, � �„•// / � �., --" � � ` � �/ �l ..'° / � t� l --'' ,�..-,,.•r-°' EIP / J � �+ •.- �f / � / � � � �e.'3..� � _.�'�� / �g� � � � � � , ►� I 1 I , G j �` aP` \ .�� \ �cp� ) i ' � / / / r � � 1 \ LOT 9 UP E CREEK SU@QlVISlON PCA 138--11 N�W OR ,FORMERl.Y PRC�'ERTY QF ORI TAL BOUL,.Dk:R, l.LC Q. . 421� PG. 9Q4 Ta� ID: K07-5-9 1 � � � ` \ � ` �.. , � � � � � � � \�cps'� , � � � r '��,�o� \ l � �� ` / � \ � �S`%' _.._, �� s� EIP C�, -"""--- ---..� ,,j�� � ,�` _�� � O ''-`- ---,.... �i��� •O� ��"" ��"" �.... ` �\ � � � � � � �- r' W . . . .'' `'. `'I `1' ,y/ � -'_ �_ f'A�' � �~.✓. 1 � � I'i /��� � � � .'.....'..� .. / `Y � �Y W � • r � � V/� � %��' ��... • \ � � � (,�� ��,�� s�;�;��5 / ' ' �"��'i�.,. �i....�...�...... 1iii.l � � W �W �V ��'`�f.��" ��� �f�' • / �/ � � ,J�i/, i ��/ l ' � � �V � J� �V �V W�' �V �V �V ��'� l�rir0� . �x I � -� �`�'o.ss L7+L66= L65+Lfi - � � � �W� � � �v � •v � �,, 10�C�$ v. .v110.� .�. .v`.� .V�' ''.v v. 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NPS � NpS �! _ , , TE� L1T1 .L� ,�' ._._ . �='' � �� �AN H I I 1�R --' - _.._ _... _..._ . ,_.. .--�-..,•- � - _ , _. - .._.... � � � �' . -' ' '� S.�R�.� L1l1E � _r._. ._ ___. -. _ fp � ' ,-� ``�. __._ � ..._ _ ____. , - _ _.__.. _ �.-�.-' � ....._._ _.._ ._ _.._ ., __._ ._.._ �. ._ � J � � � � � � � � � _ • � W �� �w� �� r�� �. �� �r ��� •�� ��►� `��.- -- - -- - --- - - �- � `�.. �.�� �r.� � �.� �...� �.� f� _ ,.�� �. _ _ � _ _ _ �•-•�� �, _._...,. ._.._. _ .._.. _.... ,� _ _ _ `� ...._. �.. . ;` - - � 4 r- , 0.. w � �c Q m i 0 LOT 8 UP TH� CREEK �U6�IVISION PCA 138--11 NOW 4R FORMERLY PROPERiY OF oRi�r�►� BouwER, �.c o.e. 42�, PG. go4 TAX ID: K07-5-8 ,, CURVE DI�TA TABLE CURVE No. CENTRAL ANGLE RADiUS TAN�ENT I..ENGTH Ch#ORD BEARING CHORQ 1 22'03'57" 3�0!.0� 5$.49 115�54 S31'38'18"E 14 4.82 2 ,38'3�'t�2" 3�Q.QQ 105.Ofi 242.11 S61'S�'18'�E 198.31 3 �9'51'10" 325.0� 28.01 55.89 S25'31'54"E 55,82 4 12'12'47" 325.00 34.�7 69.28 �36'33'53"E 69.15 5 06'57'58" �25.0� 19.78 39.51 S46'09'15�E 39.49 � 21'Q7'22" 325.4fl 60.60 119.82 S60'11'S5"E 119.14 7 40'04'�8" 35.00 12.77 24.49 S50'43'07�E 23.99 8 63'��'U3" 54.04 30.8� 55.24 S62'19'40"E 52,47 9 40'5$'29" 5�.00 18.�8 35.7Q N65'32'05"E 35.00 � 10 55'10'21" 50.40 26.12 48.15 N17'27'4�"E 45.31 11 72'32'�3" �Q.00 3fi.69 63.31 N46'2�'4?"W 59.16 12 37'37'16" 5Q.0� 17.�3 32.83 N78'3�'19"W 32.2�4 13 51'54'QO" 35.00 17.t33 31.70 S85'39'4i"W 30.63 14 25'43'Q2" 27�.00 fi2.7? 123.4� N55'31'48"W 122.40 15 22'03'S7" 275.00 53.62 105.91 N31'3�'18"W �45.2� . AFtEAS WT No. 1 31,i4�3 SF 0.7.29 AC. LOT No, 10 9,841 SF. 0.22� AC. LOT No. 2 31,72� SF 0.728 AiC. LOT No. 3 �2,178 SF 1.427 A�C.. LOT No. 4 58�9�6 SF. 1,�4 qC,. t�OT No. 5 67,797 SF 1.556 AC,. I.�OT No. 6 60��52 SF 1.383 AC.. I,.OT No. 7 73,290 SF. 1.Q83 AC,. LOT No. 8 62,5�2 SF. 1.4�35 AC.. LOT No. 8a Z2,172 SF 0.509 A�C.. t�OT No. 9 62��82 SF 1.437 AC.. L,.OT No. 9a 8�#35 SF 0.194 AC.. LOT NQ. 10 58�457 SF' 1.342 AC. i.OT Nt�. 1� 9,15� SF 0.210 AiC.. PR�F'. RC�D R/IN 44�782 SF 1.028 A�C. PUBU� AICCESS 31��95 SF' 0.735 AC.. 35' SLQP� AS REQUIR No�: LOT No. 1 AND L4T No. 1A SNAU. 8E SOLD AS ONE 1� UN1T. LOT No. 1 A IS FOR OFF5ITE S C AREA ONLY. L4T No. 8 AND LOT No. 8�A SHALL BE S4l.D AS oNE 1� uNiT. LOT No. 8�A is I�QR OFF'SiTE S C AFZEiA ONLY. LOT No. 9 AND LOT No. 9A SHALL eE SaLD A� aNE 1� UNiT. LC�T No. 9A !S FC1R UFFStTE S P'TIC AREA �NLY. LOT No. 10 AND LOT N�. 10�1 SHA�I. BE SC�LD A� �NE 1� UNIT. LQrt' No. 10�A IS FOR O�F'F51TE S PTIC AREl�1 ONLY. . . NTS 6' S' S' �„ �T, ,� �. `��� �i �-COMPA�TED �-8" AGGREGATE SU6GRADE qASE COURSE 2" SURFACE COURSE: SF 9.5A OR S9.5E3 . � , .�.. �rrs �o�X�o' SIG�tT TRIANIGLE w 0 STOP 50' 20' �� � � � � � �� W � � w � � EX. R.W 7� 3 ' _ _ EX. EDGE �OF PAVEM�NT . R4AD C4N N�CTit)N STOP CON DIT14N � VARIABL.� 6'-�" SHOULDER t�rr. WIDTH , _ w��� , _ a'-a" , _ __s'�-o" a � a � � �--1 4" FT. I +1 r�. ��~/� ' `�2-�/4�� %`T. '''�--...,,�•. s,-o~ ''�"��; DRIVEWAY TURN�UT GRAD�S SHOUI.DER SE�T10N NOT TO SCA1„� MINiMIJM BUILDING SETBACK� FR4NT 30' SIDE 1tJ' REAR 15' MINIMUM F'RONT SET6ACK FOR LOTS LOCaTED IN A CUL--DE-SAC� SHALL BE WHERE THE LOT WIDTH IS EITMER 30' OR 60' FROM THE RIGHT-OF'-WAY, WHICHEVER IS GREATER , LINE DATA TA6LE t�INE �Jo. DIRE�TION .DI�TANCE 1 N86'08'40"W 32.77 2 N73'4i'19"iN 107.61 3 N4�'58`49"W 70.95 4 N57'23'25�iN 13fi.89 5 N6(}'25'05"W 135.00 6 N$�'58'25"W 120.40 � s�3•o�'SO"w 3s.ss 8 N45'23'36"E 40.89 9 N77'09'35"E 31.7� 1Q N43'13'25"E 6.97 11 N35'01'46"E 43.0� �2 N47'13�2zNw �2.3$ 13 N30'17'23"W 28.46 14 N83'22'27�E 32.68 15 N7�'35'14"E 22.63 1fi N69'22'30"E 32.90 17 N2�'27'59"W 15.97 1$ N 17'2$'13"E 23.64 19 N11'09'45"� 27.94 20 NOS'32'11"E 11.34 2 i N21'5Q'25"E 23.97 22 N11'�2'27�E 21.76 23 N27'42'28"W 26.fi� 24 N6$'39'18"E 19.3$ 25 N8�'24'27"� 23.9 2 26 S2�'05'18"W Z8.�4 27 S 18'27'48"E 12.59 �8 soo�o�'o2»E Zs.75 29 S38'16'18"W 20.77 30 S09'30'27"E 19.97 31 S35'56'09"W 21.60 32 S41'19'31"E 36.11 33 N 6fi'18'44"E 29.64 34 N88'56'49"E 22.51 3� Nfi3'S6'2�6"E 19.47 36 �84'09'39'�E 30.16 37 S13'49'3�"E 9.6p 38 S51'27'12"W 35.1� 39 S65'57'13"W 2fi.6fi 40 51�'45'09"W 18.2� 41 S60'46'52"W 24.28 42 S23'26'03"W 34.98 43 S39'S3'3�"E 22.Q0 44 S55'11'S3"E 34.49 � 45 S61'03'36"E 33.59 46 N89'S1'S0"E 33.55 4i S84'50'23"E 26.35 46 S31'20'49"E 35.70 49 S58'OZ'45"E 32.62 50 S72'38'56"E 21.62 51 S31'38'18'"E 29.38 52 S58'38'59"E 43.92 53 S49'36'13"E 22.25 54 S45'12'49"E 49.24 55 S76'16'29"E 59.16 56 N81'42'36"E 29.40 57 N76'47'28"E 16.09 58 N73'41'19"1N 76.33 59 N73`41'19"W 31.27 60 N57'23'25"W 30.75 61 N57'23�25"W 106.13 62 N60'25'4g"W 3.87 63 N60'25'05"W 76.13 64 N60'2�'�5"W S�.OQ 65 N87'S8'25"W 55.OQ ss Ns�•�8'z5»w ss.4o 67 S31'38'05"E 70.86 68 S82'40'03"E 64.40 69 S 10'00'3?�W 258.19 LEG�ND • EPK EXlSTING PK NAIL • EIP EXISTIN� IRON PIPE e SIP SET IRON PIPE • NPS NO POlNT SET R/W RIGHT OF WAY EOP EDGE OF PAVEMENT MBL MINIMUM BU�LDING LiNE DUE DRAINAGE/UTILITY EASEMENT � MARSH ZONE 1 ZONE 2 AEC 161 5 30' R�F�ARIAN BUFFER 20' RIPARlAN BUFF�R AREA Q� ENVIRONM�NTAL CONCERN 911 ADORE�SING LOT NUMBER TOPOGRAPH� SHOWN HEREON PR�VIDEfl QY NCD�T AND KENDALI. E. GASKINS, P�.S. D ��� .� 'h.. �' ��,• ��� � � Z��S �,�4, +�,��t��;�`"� ��'���R�QUAI,�TY �����TOR�A�R �� THIS PRCJPERTY IS I.QCATED WIT#-IIN A �I�ECIAL FLOOD HAZARD AREA �ZONE AE, �3FE�7.0'� PER FIRM MAP� 372064880�J AND 372474Q800J, EF'FECTIVE JULY 2�ND, 2p04. G RAP H i� S CALE: 1" = 100' � 5:0 140 200 300 COPYRIGHT � 2007 N T • . . 1. TOTAL AREA OF �'RACT: 15.976 AC. �695,913 SFj 2. aLL 80UNDAR'Y SURVEY INFORMA�ION PROVIDED 8Y: KENDI�LL E. �KINS, PLS L-3824 8162 MAIN �TREET vaNC�BORO, rvc 2ssss 3. DATE OF SURVEY: AUGUST 1 t�, 2a04 4. PRELIMINARY L�T DESIGN PROVlDED BY: ARN4i.D E. 6ERRIER, SR., PLS 1.-3314 781 WOODS CROSSROADS ROAD BENSON, NC 27504 5. NO PRELIMlNARY LOTS HAVE 6EEN PHY5ICAU.Y SU�D AT THIS TIME. UPON PR�LIMiNARY APPROVAL, IRON PIPES WI�L BE SET A�' ALL L4T CORNERS. 6. NCDOT DRIV'EWAY PERMlT FaR P��POSED RC3AD WlLL BE REQUEST�D UPON PRELIMINARY PLAT APPROVAL. 7. PROPOSED ROAD DESIGN WiLL 8E SU6MITTEO TO NCDOT UPON PRELIMINARY PLAT APPROVAL. 8. SEDINIENT AND EROSION CONTROL PLAN IF REQUIRED WILL 6E SUBMI�'T'ED UPON PRELiMINARY PLAT APPROVAt�. 9. APPUC�►TIONS FOR IN�DlVIDUAL SEPTIC �TEMS WILL 6E SW6MfTTED TO PAMLICO COUNTY HEALTH DEPARTMENT UPOIV PRELIMINAR1r PLAT APPROVAL. 10. SOILS 1NF4RMATiON PROVIDED @Y: GENE ASTON� LiCENSED SOILS CONSULTANT ASTON SOILS WORKS PO SOX 86 SIMPS4N, NC 27879 '!1. OWNER: OLEXA V�NTURES, LLC MICHAEL J. OLEX�A 2925 SUMMER HIl..L ROAD WEST FRIENDSHIP, MD 21794 414-489�0667 BUSINESS 410-�489-0668 FAX 443-�416-4209 CELL 12. PROPERTY DESCRlPTION: GANS - 16.9 Q ACRES SURVEY AND DIVISION 0� SINCLAlR MATTHEW5 LAND MAP 800K 7, P�uGE 103 DEED 800K 444, PAG� 798 13. PROPO�ED WATER SHALL BE SUPPLIED Q1� THE COUN'TY OF PAMLICO. PROPOSED FIRE MYDRANT ASSEMBIY SHALL 8E L4CATED A MAXIMUM DISTANCE OF 5�0' FROM THE EXISTING WATER LINE AT STRAIGHT ROAD. SEE SHEET C-103 FOR LOCATION OF PR4POSED WATER �.INE AND HYDRANT. 14. PR�P+O�ED SEWER SY�TEMS SHALL 8E DESIGNED AND APPR01/�D ON INDIVIDUAL LOT 8�4SIS. 15. LINE�►R FOOTAGE OF PR4POSED ROAD FROM CENTERLINE OF STRAIGHT ROAD TO CENTERLINE OF C�1L-DE-SAC: 784.91 LtNEAR FEET. 16. ALL INTERIOR LOT LINES SHALL. HA�/E A 10' DRAINAGE AND U'TILITY EASEMENT, 5' EACH SiDE OF ALL LINES. 17. PROPO�ED ROAD SHALL HAVE A 5' DRAlNAGE AND UTILITY EASEMENT OiV EACH StDE. 18. A 1�' DRAlNAGE AND t1TIl.ITY EASEMENT SHALL LIE 1NSIDE OF ALL EXTERIOR 6�UNpARY LINES. 19. NO KN4WN NCGS MONUMENT FOUN� WITHIN 2000 FEET OF THIS Pi�OPERTY. REVISIONS N0. DATE DE�CF�IPTlON 1 03-26-24CJ7 PER PL. 6D. COMMENYS 2 07-25--2007 PER LAND QUALITY COMMENTS PROJECT MANAGER: PROJ�CT ENGINEER: GSM ZLF' ORaWN BY: CHECKED BY: AE6 G�M aA-rE: FE6RUARY 1, 2�07 '��`�r����,��� . , �.�' � �i �� �� � � a� �. .�` �� .,� I,, 1� y �� •�, �-i � ; � . ; �, , � � ��,;{ � : . � A �'�« � �� L -� ; ,, �.. ; 17089 : G � '� �� : �; A� ��� /�.- �' f� �/ • �i���,, � ���� . '• � •` ��� . s o , � ad G�t .. . �� .. �r��e . Ma . 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LC�T 8 UP THE CREEK �UBDIVISION PCA 138-11 NOW OR FORMERLY PROPERTY OF ORiENTAL BOULDER� LLC D.B. 421� PG. 904 TAX ID: K0�'-5-8 AREAS LOT No. 1 31,743 SF 0.729 AC. . L O T N o. 1 0 9,8 4 1 S F 0.2 2 6 �►C. . L O T N o. 2 3�,7 2 1 S F 0.7 2 8 A C. L O T N o. 3 6 2,1 7 8 S F 1.4 2 7 A C. L Q T N o. 4 5 8,9 9 8 S F� 1.3 5 4 A C. L O T N o. g 6 7,7 5 7 S F � 1.5 5 6 A C.. L O T N o. 6 6 0,2 5 2 S F� 1.3 8 3 A C. LOT No. 7 73,290 SF 1.683 AC. L O�T No. � 6�,�2 S F. 1.4 3 5 A C. . LOT lVo. 8a 22,172 SF Q.509 AC. . LOT No. 9 fi2�582 SF 1.437 AC. L4T No. 9a 8,4�55 SF 0.194 AC. LOT No. 10 58,457 SF . 1.342 AC..� LOT No. 100 9,150 SF 0.210 AC. PROP. RO�AD R/rIV 44,782 SF. 1.028 AC. PU6LIC I�CCESS 31,99� SF. 4.735 AC. NOTE: LOT No. 1 AND LOT No. �A S� BE SOLD AS ONE 1) UNIT. LOT No. 1 A IS F O R O F F S 1 T E S P'T i C S Y�T E M A R E A 4 N L Y. L O T N o. 8 A N D L O T N o. &1 S H�.L B E SOI.D AS OI�E (1� UNIT. L,OT No. 8A IS F O R O�S I T E S E P T I C S��M A R E A O N L Y. L O T No. 9 A N a L O T No. 9 A S H A L L 8 E SOLD AS ONE �1� UNlT. LOT No. 9�A IS FOR 0�'F'S1TE SEPTIC AREA ONLY. LOT No. 10 AND LOT No. 10A SHALl. 6E S�LD AS ONE i) UNiT. t�0i No. 10�►► !S FoR o�srr� s �� AREA ONLY. LINE DATA TARLE LII�� No, DiRECTiON DlSTANCE _�. .�..._� .� � rv$s•os'4o�w 3a.�� 2 N73'4i'19�W 107.61 3 N44'58'49"W 70.95 4 N57'23'2�"W 136.89 5 NQO'25'�5"W 1�5.OQ 6 N87�5$'25�w 12o.4O 7 S73'07'S0"W �9.68 LEGEND ♦ EPK EXISTING pK NAIL • EIP e SIP • NP5 R/W EOP M6L COPYRiGHT � 2Q07 � � N . 1. TOTAI. AR�A OF �T: 15.976 AC. �695,913 SF� 2. ALL 80UNDARY SURVEY lNFOf�MA`TION PROVIDED �Y: KENDALL E. GASKf NS, P�S L-3824 81 fs2 MAIN STREET '�, VANCE80R0, NC 28586 , 3. DATE OF SUaVEY: AUGUST 10, 2004 4. PRELlMINARY 1.4T DESIGN PRQVIDED 8Y: ARNtJLD �. BERRlER, SR., PI.S L-3310 ��� woo�s c�ossROAO� Ro�a BENSON, NC 2�'544 5. NO PRELIMINARY LOTS HA1/E B�EN PI-iY'SICAI.LY SURVEYED AT THIS TIME. UPON PRELIMIN�ARY APPROVAL, I�ON PIf�ES WI�.L 6E SET AT ALL LOT CORNERS. 6. NCDOT DRIVEWAY PERMIT FOR P��?P�SED RQAD Wil.L @E REQUESTED UPON PR�LiMINARY PLAT APPR4VAL. 7. PROPOSED ROAD DESIGN WIU. 6E SUSMITTED TO NCDOT UP�N PREL.IMINARY PLAT APPRQVAL. S. SEDIMENT AND EROSION C�NTROL PLAN IF REQUIRED Wil.l. BE SUBMITTED UPON PRELIMINARY PLAT APf�ROVAL. 9. APPLlCAT10NS FOR {NDIVIQUAL SEPTIC SYSTEMS WILL 8E SU6M�TTED TO PAMLIC� COUNTY HEALTH DEPaRTM�NT UP4N PRELIMINARY PLAT APPI�OVAL. 10. SOILS i N F O R M A T t O N P R O V I D E D 6 Y: G E N E A S T 4 N, L IC EN SED SOII,S C4NSULT A N T ASTON SO�LS WOF�KS Po eox �s S�MPSOPI, NC 27879 11. OWNER: OLEXA VENTURES� LL.0 MICHAEt.. J. OUE�► 2925 SUMMER HILL ROAD WEST FRI�NDSHIP, MD 21794 410-489-0667 6USiNES� 410-489-0fi68 FAX 443-418-4209 CEL� 12. PROPERIY DESCRlPT10N: GANS -- 16.10 A�RES SURVEY AND DIVI�lON OF SINCIAlR MATTHEWS LAND MAP BOOK 7, PAGE 't 03 DEED BC}4K 444, PAGE 798 13. PROPOSED WATER SHALI. 8E SUPPLIED 8Y THE COUNTY QF PAMLfCO. PROPOSED FIRE HYDRANT ASSEMBLY SHALL BE L�CATED A MAXIMUM DISTANCE QF 5�0' FROM TME EXlSTiNG WATER LINE AT STRAIGHT ROAD. SEE SHEET C-103 FOR LOCATION OF PROPOSED WATER IiNE AND HYDRANT. 14. PROPOSED SEWER SY�MS SHALL 6E DESIGNED AND APPROVED ON tNDIVIDUAL LOT 6ASIS. 15. LINEAR FO�TAGE OF PROPOSED ROAO FROM CENTERLINE OF S'TRAIGHT RC?AD �'0 CENTERLINE OF CUL-DE-SAC: . . 16. ALL INTERIOR LOT LINES SHAU. HAVE A 1 Q' DRAlNAGE ANO UTILITY EASEMENT, 5' EACH SIDE OF ALL LINES. 17. PR4POSED ROAD SHALL HAVE A 5' DRAINAG� AND UTILITY EASEMENT ON EACH �IDE. 18. �t 10' DRAINAGE AND UTI�ITY EA�EMENT �HAI.L LIE INSIDE OF ALL EXTERIOR BOUNDARY LINES. 19. NO KNOWN MCGS MON1�I�ENT FOUND WITHIN 2000 F'EET OF THIS PROPERTY. REVisioN� N0. DATE DESCRIPTION 1 43--2s--�007 PER PL. eD. COMMENTS 2 07-25-2007 PER LAND QUALITY COMMENT� PROJECT MANAGER: PROJ�CT ENGINEER: EXISTING IF�ON PIPE GSM ZI.F S�T IRON PIPE DRAWN 6Y: CHECKED E3Y: AE6 GSM NO POINT SET �ATE: RicHY oF wAY F'E6RUARY 1, 2Q07 EDGE OF PAV�MENT MINlMUM �UtLt�tNG LINE DUE DRAINAGE/UTlLITY EASEMENT � MARSH ZONE 1 30' R#PARIAN I�UFFER ZONE 2 20' RIPARiAN 6UFFER AEC AF�EA OF ENVIRONMENTAL CONCERN 161 5 911 ADDRESSING LOT NUMBER MINIMUM B�lILDlNG 5ETBACKS FRONT 3d' SID� 10' REAR 15' D ., �.�,, y.o:� ..�: F�g 1 � � �oos ��QE�R-�aTER-QUA1J'� S ANp ST�MWATER B�CH THIS PROPERTY IS L�CATED 1NiTHiN A SPECIAL FLOOD HAZARD AREA �Z�NE AE, �FE=7.0'� PER F'IRM MAPS 3720648800J AND 372474fl8nOJ, EFFECTI VE JU L'Y 2N D, 2444. G��RAPHIC SCALE: 1" = 1 QQ' o �a �oo Zoo 300 ,,,����������r����.i �- - � � C •. ♦ �, , ♦ •, . . . s�►� � : ��G . ; 17069 ; . � ..� • ,•,,� �� G� ��''' ��M •, 'A GIt�C�v .� .• ������'� ��t�� I� , •. �- � .• � .,,�� s. Ma��o�,,,. .,,� ���. b� •�������� �,5 �� ���� �� ,,� � �`w �`�.�.,! �' ���1 ac . ss�cla es . . i 909 AVIATIDN PARKWAY,SUITE 1400 P.o, Box�zs MO�iRISVILLE, NOR"�H CARO�.INA 27560 TEL�: �918�46?-1239 �AX:(919j 319-651 a V NT LL L E�►A E � B II N o. P AMLI N TY N � PRaPOSE� UTILITY LAYOUT PRC�JECT NUMBER DR�W�NG NUMSER ■ � Z : � U � � � 0 � � m � � a W � I � - � a 0 � � . N O M 4 , , . VICINITY IV�AP - N�T T4 SCALE '� - �\ � / ' � �48 LF � I�R�POSED -- -- 18` RCP � I �� � / '"IVP'�-�'� i'� / /� ♦�' + y �..� .,�. -.%��w''''�'''� . � �lw ,� .,.--�'',,.,s�9� ��t�.1-' �. .--' aP � 1 -� /�..i 7'' �� � �. �-,''�„�,,� �+ r�`� '� N20".�d'1�"W 1 , + ._.._ � �,�•» M. 35.4�' (11E) � �"" ""..._ --�' .�,'�'' ,'� �,- -,� _.,�.-=' � , % � � �. --- �c . . - � � �' .,-- ~ _ � R � � (, � -� ORAINAGE / ��►, �3_/ / .-.. ,,` � .-- , � ,� ._ / � s � �� � � � �� � � � ' � � � ' � ^ ` � 1 � --' \ � � � ' � � � / i � � - ' "` �' � 1 �. -'' �� �' •'�5 r- �tP ��N6Q .�,� �'�� � �' UTI! CORNER � A33S02.4Q - OLEXA VENTURES, t,.t:C - THE PRESERVE SUBDIVISION - PAMl.ICO CO., NC S:�tibrary�2406�A33S02-Olexa Ventures,l.i:C•St�al�ht Road 15 at�Drawings�133502-BaSe Flnai.dwg,C-104, 8/24/2007 9:59:2$AM PROP�i�TY OF SHIRLEY LEE TINGLE D.B. 235, PG. 235 TAX ID: K07-2 /,. � �,--, r _.� ( �' �- � i � � /� � ..� � � � � � ,-- �- �- � ( i - � _ / ��.. � , � � � i i �- 1 _..._ � � � � - � � ' f � / --� �'d . . * . . � � .- . � . . •� �; � � • • � . , � � �. , ♦ v . ' , . • � _ � . . . � ...a •_-`.�'� '" • � + � � � � l`�' �,,, � � �- � � � � _ ,�"�'`~ '`•` �'' `� , � �� � ` � '��� . . � . � � ♦ � ! � \� '� C . '�� � ��� -�. � �� � ' • � � '� '��. � �. �. \ ;: � ��.�. ,., � ��,. � � �� �, �1 ! ., .,`�►,,�. � , �. � � � � �, � ,� 1 �� ,ri I� - � �_��o'� � � I� I �rr����� �I , r �e���'� �I°� � . �����`*�,�'� � �� � � • • �.1�ft,�i�� �,a� i. � ► � /I . ��w,ea�r���� ,� � �� ,��, � ��,a�����`, y/ � • - :r • ' ���`�► �,� f: /^' � .. 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NPS NPS . - - - - - -�-- - - -- , . .--! -- - .� .�....T _. � E .._ __._ �. .L� _.._ � � _ ,.�.,. . �� � ��� a�� �:_._ � �' � �� S�RQ� �INE, � _. ._. - - ' -_._.� ~�, .._ _. _.__ ,._ _.._ ---- ___.. ____ � ��-� ;.-_ _ _ _ _ _ _ _ �. _ � ,� �� - ` , _ _ � � � , - �- - �. ..._ _ _. ____ _... _. .,.��-�,7 ��._ .._ ____ _... � _.. -.� f� _ ..�� �. ^ _ _ _ _ �.� � � _ .� _ _ �. ,� _ _ _ � �_.. _ _ . . ` � _ . .,`. TOPOGRAPHY SHOWN HERE�N PRflVIDED 6Y NCDOT. SOLID OR CROSS�-HATCHING INDICAT�S CAMA LAND DISTURBANCE. DISTUR6ED AREA JN WATER 4AK DRIWE: 39,819 S�' DISTURBEQ AREA !N OPEN SPACE: 2,�63 SF D IS TUR6ED AREA PER L,OT �DWELLING 8c SEPTIC�: �8,5Q� SF 35' PE AS REQUI T - - YPI L D L A NOT T� SCALE 6' 1" .�- . 5' I 5' � .�j'1 ;1 i `COMPACTEp �8" AGGREGATE SUBGRADE B�ASE CQURSE 2" SURFA�CE COURSE: �F 9.:5�A OR S9.5Q . NC�T TQ ��ALE 50' 2�' .�...�._...�'''" � � � w �Q�X7�� S{Cs� � � � TRIANGLE Z � i Srt'OP •� w � --- c�T �- EX. -----.-- 70 ' . - ... EX. EDGE 0� PAVEMENT EX. R R4AD CQNNE�TtC)N �TC)P CaNDl1'IC�N NOT TO SCALE . VARIABLE 6'-t�" SHOULDER PVT'. WIDTH WlDTH 8'-0" 5'-0" f 1 4" FT. � --1 4" �T, � �~ �' � `'�"/�.`T • `2�1�4�/ �. �J��Op �3"�F�. .\ . .`''`-` SHOUI.DER SECTION QRiVEWAY TUR�QUT GRADES NOT TO SCALE MIN(MUM BUiLDING SETBACKS D , g19 2��$ FRONT 3Q �r�- SIQE 10' �tER�au���� � vE�.W�pRMWp�ER REAR 15 os�o S w�� MINIMUM F'RONT SET6ACK FOR LO7S L,OCAT�D IN A CUL-DE--SAC SHALL 6E WHEf�E THE LOT WI DTH I S EITH ER 30' �R 60' FRO M TH E RIGMT--OF-WAY, WHICHEVER IS GREATER. LINE DATA TA6LE LINE No. . DIRECTI�N D1ST'ANCE ,_ 1 N86'08'40"1N 32.a7 2 N73'41'19"W 147.fi1 3 N44'58'49"W 70.95 4 N57'23'25"W 136.$9 5 Ns�'25'o5�w 135.C}4 6 N87'58'25�W 12�.4q 7 S73'0?'5�"W 39.6$ L�G�NQ • EPK EXISTING PK NAIL • EIP EXISTING IRON PIP� e SIP SET IRON PIPE • NPS NO POINT SET R/W RIGHT OF WAY EOP EDGE OF PAVEMENT M8L MINIMUM BUtLDi1�iGG LINE 1 DUE DRAINAGE j'UTILITY �ASEMENT � MARSH ZONE 1 30' RIPAR1AN BUFFER ZONE 2 AEC � / � � 20' RIPARIAN 6UFFER AREA 4F ENVIRONMENTAL. CONCERN DRAINAGE AREA #1 17,372.39 SQ. FT. 0.399 ACRES DRAINAGE AREA #2 126,639.89 SQ. FT. 2.907 ACRES ORAINAGE AREA �3 3,127.29 SQ. FT. 0.072 ACRES DRAINAGE AREA #4 33,260.90 SQ. Fi. 0.764 ACRES LOT No. ANp APPROXIMATE SIZ� �ND LOCATION OF PROPOSED DiNELLING SEPTIC SYSTEM AREA THIS PROPERTY IS LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA �ZONE AE, 8FE=7.0'� PER FIRM MAPS 372064880�J �1ND 37247448�QJ, EF'FECTIV�E JULY 2ND, 2404. GRAPH IC SCALE: 1" = �40' Q �0 1�0 2�4 30Q COPYRIGHT � 2007 . . 1. TOTAL AREA OF TRACT: 15.976 AC. �695,913 �F� 2. ALL 84UNDARY SURVEY f N�'ORMATION pRQVIDED BY: KENQALL E. GASKINS� PI�,S L�-3824 8162 MAIN STREET VANCEBORO, NC 28586 3. DATE OF SUR�/EY: AUGUST 10, 2404 4. PRELIMlNARY I.OT DESIGN PROVIDED 6Y: ARNQLD E. B�RRIER, SR., PC.S L-3310 781 W04DS CROSSROADS R4AD @ENSON, NC 2?5�4 5. NO PREUMINARY L.OTS HAVE 6EEN PHY5ICALLY SU�D AT THIS TIME. UPON PRELIMtNARY APPROVA�.� IRON PIPES WlLL F3E SET AT ALL LOT CORN�RS. 6. NCDOT DRIVEWAY PERMIT FOR PROPOSED RQAD Wil.t. BE REQUESTED UPQN PRELIMINARY PLAT APPRUVAL. 7. PROPOSED ROAD DESIGN WILL 8E SUBMITTED TO NCDOT UPON PRELIMINARY PLAT APPRC?VAL. 8. SEDiMENT AND EROStON CONTRQL PLAN IF REQUiREQ WILL 6E SUBMITT�D UPON PRELJMINARY PLAT APPROVAL. 9. APPLICATlONS FOR IND1VlDUAL SEP'TIC �EMS WILL B� SUSMITTED TO PAMLICO GOUNTY HEAL.TH D�PARTMENT UPON PRFI.IMINARY PLAT APPRQVAL. 10. S�ILS iN�ORMATlON PROVIDED BY: GENE ASTON, uCENSED SOILS CONSUI,TANT ASTON SQII.S WORKS PO 60X 86 SIMPSON, NC 27879 ��. owNER: OLEXA VENTURES� LLC MICHAEL J. OLEXA 2925 SUMMER HILL ROAD WEST FRIENDSHIP, MD 21794 410-489-0667 BUSINESS 4�0-��9-os6s FAx 443-416�42a9 CELL 12. PRORERTI� DESCRIPTION: GANS - 16.10 ACRE� SURVEY AND DIVISION OF SINCLAIR MATTME'WS LAND MAP BUOK 7, PAGE 1�3 DEED 800K 444, PAGE 798 13. PROPOSED WATER SHAI.L.eE SUPPLIED 8Y THE COUN�Y' OF PAMLICO. PROPOSE� FlRE HYDRANT ASSEM6LY SHALL BE LOCATED A MAXIMUM DISTANCE OF 500' FROM THE EXISTING WATER LINE AT STRAIGHT ROAD. SEE SWEET C--103 FOR LOCATION OF PROPOSED 1IVATER LINE AND HYDRANT. 14. PROPOSED SEINER SYST�MS 5HALL 6E DESIGNED AND APPROVED ON INDIVIOUAL LOT 6AStS. 15. LINEAR F'Q�TAGE OF PRQPaSEO R�AD FROM CENT�RI.INE OF S'TRAIGHT ROAD '�0 CENTERLINE OF CUL-�DE-SAC: 784.91 L{NEAR FEET. 16. ALL INTERIOR LOT LINES SHALL HAVE A 10' DRAINAGE AND UTILITY EASEMENT, 5' EACH SIDE OF ALL LINES. 17. PROPOSEI� ROAD SHALL NAVE A 5' DRAINAGE AND UTILITY EASEMENT �JN EA�CH SID�. 18. A 10' DRAINAGE AND UTILITY EASEMENT SHALL LIE iNSIOE OF ALI. EXTERIOR 80UNDARY LiN�S. 19. NQ KNOWN NCGS MONUMENT FOUND WITHIN 2000 FEET OF THIS PROPERTY. REVISIONS N�. DATE DESCRIPTI4N 1 03-26-2Q07 PER PL. gD. COMMENTS 2 07-25-2007 PER LAND QUALITY C4MMENTS PROJ�CT MANAGER: PROJECT ENGINEER: GSM ZLF DRAWN BY: CHECKED 8Y: AE GSM � . DATE: FEBRUARI� 1, 2007 ,,,���,�r�M������ � .•` N � '•. ,, � �, � � ♦ ., : � � � : ' AL r : 1�0�� r . . � . %► �/Q�: �/v� �: � t;� r/ �/ ♦ '.�� ��� � .• I .,, �- 4� ,�. '�•. `�• Mac� �.�. •,�� ,���r �'� •Nr��rtr� �„5 � ac � �� � �,��, � �� �� �� �i , , ; � � � ' i�.W�� � � �': � �; . � A�G � 7 ��!�� Oreh��� ��� . . �� � � � ��� .. � �� � • sso�ia es . . ? 909 AVIATI�N PARKWAY,SUITE 14�0 P.o. Box�zs MC�RRISVtLLE, NORTH CAROLINA 27560 TEL: (919j 467-1239 �AX:(919)319-6510 Z w L V � E L � � � � T � H P 4 DI I � N � 0 � � � �. � � P W a L W � _ � � � . 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Z. ��.A EIP � ..����� �\.� � �Sv •' N20'3!�'19"W I ,� _ _ _ :-;,.- .. �.�o t� � � ._.._ ...,.,., ,,,,� .,F� ,� O --� .-- � �� o 1 ,� -- ��-p- -�'"�.-��-' � � �, ,- �.- _. �' ''" �- t -�. �!� �DRAINA�GE _ � / qRE�A �3,./ / .r.. ` � ,,.- � / � � / � �� / .,..-- - !' � .- .i � �" � �.- � � �' '� � ` �,. -^ -�. .�- ,,.,. ..- � �- � � ) � � ' � � � / / `� .,- -�' ' '� � � 1 '� .i �� --�� ��2� , �'"� EtP `\N6 ..•'� CONTRO� `'J' UTI CORN�R ' A33502.00 - 4LEXA VEN�'tJR�S, LL.0 � THE P�tESERVE SU@DIVISION -- PAMLICO C�.� NC S:�Library�2006�A33502�Ol�ca Ventures,LLC-Stralyht Road 15 ac�Qr�awings�A33502-Bn�'oe i�nai.dwg,C�105, 8/24/.20ti7 9:59;36 AM PRUP�RTY OF SHIRLEY LEE TINGLE D.B. 235, PG. 235 TAX ID: KQ7--2 .�'� ' � '� � 1 � / `' - .� I � /� � ..,-� � � ,-- -'� �,- .� �� � / .� � __ / �, �._ �. � � ._._. , � i v � � ( � � "`- - � � � _ � � / -� �cf . _ , � . r -.�� � .• . � . .� :� 1 � � � ., . . � .. . � • . . ' . • �. � � ,. ► • � '� ��T•�'.► .'' . � � �,r�- �. 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"- ��SE'I� ,q,���•q�, W �. � _. , _... _ �._..,� - - _ _,..�.._ _.._ ._ _ ._._ - aAT _ �, �, oti �, �, �, �, � -� - - --- -- - � � � �LIP ._. o.��,. , _ .� .� �. .� � .v .v •� .._,. __.. ____ ___. _,__. ____ - '�.,,,Q,�4'^ � �� CENTER t1NE � �, � •� w � v v . �F�HJ�I�NEC �� - _ �. .! �,°��� -- *�-, � - -- -- .� - -- .� - �.. �� .� _ �, �, .�__ �, - - -- - -, ,9.. ,- -- -, � - -- 0 � ..- �.. .�� �� =. • ...,, , . .�.,._ . . ._.... . , ..�..�. - • , ,,,�., '"''�- � � V� � _ � � ' _ � � � � _.._ .� _..._ � v w �• �P �_ � � �_. __ �. _.._ _ _...... �..� � � � `...__ __ � .._. .�_ __ .�.._ `.. � �� � � � %y� =� �APPRO�XfM�4�TE �� �,� ^ NPS t�Ps �- '�PATE� L1NE ��. ��=-� :-:.�.._.. � �� �� ~��=��c�wA� _ _ � � _ �_._. - -- � . _` '. _!S�R�R3� Ll�tE._ � _. ..._ ...._ ._ ___ _ ' .�'' ��. .+-.. - -- - _..._ � ..._. � ._.. _.._ , ` �-�� \-- -- - - -- - � _.. � � ._ ! �� � � , _ _ ^ � _ � � _ . . _ ___. __._ _ ____ _. + � _ � � � ,..� -'7 ..� �.�..! �� r..- f� - .�� �. _ .� _ _ _ _ �.�- � � _ _ _ _ _ ��: _ _ _ _ �� .� _ _ � ' � T�POGRAPHY �HQWN HEREON PROVIDED 6Y NCDOT. SOLID 4R CROSS-HATCHING INDICAT�S CAMA t.�►ND DISI`UR6ANCE. QISTUR�ED AREA IN WAi'ER 4AK DRIVE: 39,819 SF DISTURBED AREA !N �PEN SPACE: 2,8fi3 SF DISTURBED AREA �'ER I.UT ��DWEI.LfNG & SEPTIC�; f8,�QQ SF` �N�MUM BUILD{NG SETBACK� FRONT �Q' SIDE 1Q' REAR 15' MINIMUM FRONT SETB�CK F'OR LOTS LOCATEa 1N A CUL-D�-SAC SHALL 6� WHEI�E TH� LOT INIDT�H IS EITHER 34' 0R 6C�' F'ROM THE RIGHT--OF--VUAY, W�iICHEVER !S �REATER. LfNE DATA TABLE LI�NE No. OIRECTION DISTANCE ��w������ ����ir�rn�wr�r���r����r� 1 N86'08'40"W 32.77 2 N73'41'19"W 10?.61 3 N44'58'49"W 7Q.95 �4 N5�'23'25"VN 136.89 5 N60''25'05"W 135.C3Q 6 N87'58'25"W 12�.40 7 S73'07'50"W 39.68 L 1 L E D -------------- NATURAL CUNTOU� FI�1I�HED GRADE ------,------ PROPERTY B�UNDARY PROJECT DEVEL4PMENT -----,--------- LIM�ITS OF GRADIN�/ DISTURBANCE 3 VEGETATION SPECI�ICATIDN AR�A Tp TEMPORARY DIVERSf QN SEDIMENT FENCE --� LEVEL SPREADER `�� � TEMPQRARY FABRIC II�LET PROTECTION ����� TEMP4RARY BLOCK & GRAVEL INLET PROTECTION o SEQIMENT BASIN � TEMPORARY SEDIMENT ��_,,: TRAP CHECK DAM RR RIPRAP CHANNEL TREE PR�SERWATlC�N GRASS CHANN�L 1MTH GL TEM�QRaRY LiNER coNS-r�uc�oN EN TRAN CE/EXI T 4UTLET STABILIZATION STRU�TU RE i`SD TEMPORARY SLOPE DRAIN LEG�ND ♦ EPK EXISTiNG PK NAIL • EIP EXISTING IRON PIP� e S!P SET IRON PIPE • NPS NQ POINT �ET R/W RIGHT aF WAY EOP E�GE OF PAVEMENT M8L MINIMUM BUIt.DING LINE DUE DRAINAGE/UTILITY EASEMENT � MARSH ZONE 1 30' RIPARIAN 6UFFER ZONE 2 20' RIPARIAN 6UFFER AEC AREA OF ENVlR4NMENTAL CONCERN DRAlNAGE AREA #1 17,372.39 SQ. FT. 0.399 ACRES DRaINAGE AREA �2 �2fi,639.89 Sa. FT. 2.907 �ACR�S DRAINAGE AREA �3 3,127.29 SQ. FT. 0.072 ACRES DRAINAGE AREA #4 33�260.90 SQ. FT. 0.764 ACRES D ��� i 9 2008 � �1�lVR•yy;q��ER�QUAlJTY Y���C�ANUS ANQ STpRMWATER 6f�INCH THIS PRCJPERTY IS LCJCATEQ WITHIN A SPEClAL FL04� H AZARD AREA (ZONE AE, �F'E=7.0'� PER FIRM MAPS 3720648804J AND 37247408��J, EFFECTIVE JULY 2ND, 2a04. GRAPHIC SCAI.E: 1" = 100' 0 5�t� 140 2�0 30fJ �oPY�i��rr � 200� . . 1. TOTAL AREA OF TRACT: 1,5.97fi AC. �695�913 SF'} 2. At,.L BOUNDARY SURVEY lNFORMAI�t?N PROVIDED eY: KENDALL E. GASKiNS, Pl.S L.--3824 8162 MAIN STREEI' VANCEB�R�, NC 28586 3. DATE OF SURVEY: AUGUST 10, 2C?Q4 4. PRE�IMI[�IARY lOT DESIGN PR01fIDED 8Y: ARH�LD E. 6ERRlER, SR., PLS L--331� 781 1N�4�S CROSSROADS ROAD E3ENSON, NC 27544 5. NO PRELIMiNARY I.OTS HAVE BEEN PHYSfCALI.Y SURVEYED AT THIS TiME. UPON PREI.IMtNARY APRROVAL� iRON PFPES WILL BE SET AT ALL LOT C4RNERS. �. NCDOT DRN'EWAY PERMIT FOR PROPQSED ROAD WiLI. 8� REQU�'STED UPON PRELIMtNARY PLAT APPROVAI.. 7. PROPOSEO ROAD DESiGN WILL 8E SU6MiTTED TO NGDOT UPON PREL{MINARY PLAT APPROVAL.. 8. S�DIMENT AND EROSION CONTROL PLAN IF REQUIRED WtLL BE SUBMITTED UP'ON PFtELIM�INAR'Y PLAT APPROVAL. 9. APPUCATIONS FOR INDIVIDUAL SEPTIC �MS WILL 8E SU@MITTED TO PAMUC4 �OUNTY WEALTH DEPARTMENT UPON PRELIMINAaY PLAT APPR�VAL. 10. SOiLS INFORMATION PROVIDED BY: GENE ASTON, LICENSEO S�lLS CONSULTANT As�roN so��s woRKs PO BOX 86 SIMPSON, NC 27879 11. OWNER: , OLEXA VENTURES� LLC MICHAEL J. OI,EXA 2925 SUMMER HILL ROAQ WEST FRIENDSHIP, MD 21794 410�489-0687 6USiNESS 4�o-�s-osas �Ax 443-�416--4209 CELL 12. PRQPERTY DESCRIPTION: GANS - �6.10 A�RES SURVEY ANQ OIVISION OF SINCLAt�R MATTM� IAND MAP B�OK 7, PAGE i 03 DEED �OOK 444, PAGE 798 13. PROPOSED WATER SHALL 6E SUPPLIED 8Y THE COUNTY OF PAMLtCO. PROPOSED FIRE HYDRANT ASSEM@lY SMALL 6E LOCATEO A MAXIMUM DISTANCE OF 5C}0' FROM THE EXISTING WATER LINE AT STRAIGHT ROAD. SEE SWEET C-103 FOR LOCATI4N OF PR�POSED W�►TER LINE ANO HYDRANT. 14. PROPOSED SEWER SY�TEMS SHAI.L BE DESIGNED AND APP�D ON INDIViDUAl. LOT BASIS. 15. LINEAR FOOTAGE OF PROPOSED R4AD FROM CENTERLINE OF STRAIGMT ROAD TO CENTERLINE OF CUL-DE-SAC: 784.91 LINE.�AR FEET. 16. ALL iNTERIOR LOT LINES SHALL HA1/� A 10' DRAIl�IAGE AND UTILITY EASEMENT, 5' EACH SIQE OF ALL L1NES. 17. PROPOSED RDAD SHALL HA1/E A 5' DRAINAGE AND UTILITY EASEMENT ON EACH SiDE. 18. A 10' DRAI NAGE AN D UTI LITY EA�EM ENT SHAI.I. L!E INSIDE OF ALL EXTERIOR BOUNDARY LINES. 19. NO KNOYVN NCGS MONUMENT FOUND WITHIN 2000 FEET OF THIS PROPERTY. REVISION5 N0. DATE DESCRfPTION 1 03-26-2007 PER PL. BD. COMMENT� 2 07--25-2007 PER LAND QI�ALITY COMMENTS PROJECT MANAGER: PROJECT ENGINEER: GSM PAH DRAWN 6Y: CHECKED 8Y: NTL GSM DATE: F'E6RUARY 1, 2�07 ����r����� .•`' '•�► ��� .. � H , �� �� , , �.. . q,�� � , � � `� �,,.y,W/ ,•�'^-• . � � �..j ` , �� O ,�� , ..� : '� � ; � � �- .: A�� � '� ��al � 17069 ' � , � � �•*-� � � w�'.•• �e1��� • . �,��. . �' �� . � � . ��� � .,�� S OtJ,�,. ����� • Ma C������ a'7 �•��������•�• �,5 �� ac • ssocla es . . � 9a9 AVIATIt�N P�4RKWAY, SUITE 140Q p.o. BOX 1�9 M4RRlSVIL�LE, NORTH CAROLINA 27360 TEL: �919�46?-1238 1=AX: (819)319-R510 � TH P E N . t� � P Q LI � PRCJP�S�D SEDIMENT AND EROSIt�N CC�NTRt)L PLA�1 �'ROJ�ECT N U M�ER . DRAINING NUM6ER . Z w � V � � o. � � � � 0 � � � � a W � t � w � � 0 r � . 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T _ ` ^ � - � .• --�'- _ ME�N HIGI�W►�R �� ` � � . .-- � ..._ _ .� �.. � �. �� .- •`.�S.,.�ROP�i�TY �.NE._ ..._ _._. _ ._._ ._._. � _ � i �. ..,_,_. __._ .- .-. -. _... ___.__ _._._ .^ - _. ��,�' \.,_ _ _. � _ ._._ _ _ .�. .._. ..._ / � �� ._._ .._ ..._ ._ ..._ _._. _. �. �� �' �. ._ ___... � .� ......_ - �. - .,�_ . � -�.7 ��-- - -- -- - -. f. _ �� .� � = .._ � _ . _ � � _ ,� _ _ _ _ �_ _ _ . .� - - . � TOPOGRAPHY SHOWN HEREON PROVID�D BY NCDOT. S�LID OR CR�SS�-HATCHING fNDiCAT�S CAMA LAND DISTt1R6ANCE. OISTUR�EO AREA 1N WATER OAK DRIVE: 39,819 SF' DISTURBED AREA �N OPEN SPACE: 2,�63 S�' DISTURQED AREA PER LOT �DWELLING 8c SEPTIC�: �8,5Qa SF , MII�IMUM BUILaING SETBACK FR4NT 34' SIDE 1 Q' . REAR 15' . MINIMUM FRONT SET6ACK FOR LOTS LOCATED IN A �Ul�-DE--SAC SHALL 6� WHERE THE LOT WIDTM IS ElTHER 3Q' aR 64' F'ROM THE RIGHT-O�-WAY, WMICHEVER IS GREATER. LINE DATA TABLE LINE No. DIRECTI�N DISTANC� _ ��.. _..,.�.,�.., .+.., 1 N86'08'40"W 32.77 2 N73'41'19"W 1 Q7.61 3 N44'58'49"W 70.95 4 N57'23'25"W 136.$9 5 N6�2�'05"Vit 135.00 6 N87'58'25"W 12a.4� 7 S73'07'50"W 39.68 L�GEND t EPK EXISTiN�G PK NAIL • EIP EXISTING IRON PIPE o SIP SEl` IRON PIPE • NP5 NO POINT SET R/W RIGHT OF' WAY EOP EDGE OF PAVEMENT M8L MINIMUM BUILDING LINE DUE DRAINAGE/UTILITY �ASEMENT �v MARSH ZONE 1 3�' RIPARIAN 6U�FER ZONE 2 24' RIPARIAN BUFFER AEC AREA OF ENVIRONMENTAL CONCERN DRAiNAGE AREA #1 17,372.39 SQ. FT. 0.399 ACRES DRAINAGE AREA #2 12fi,639.89 SQ. FT. 2.907 �ACRES DRAiNAGE AREA �3 3,127.29 SQ. FT. �.072 ACRES DRAtNAGE AREA �4 33,260.9� SQ. F1'. 0.764 ACRES 0 � FEB Z � zoos ��EN�7���i`�R QUALJTY os AN�sTORMwA�R�w� THIS PROPERTY 1S LOCATED WITHIN A � SPECIAL FLOUQ HAZARD AREA �ZONE AE, QFE=7.�?'� PER FIRM M APS 3720fi488�4J AND 37247408Q0�1, EFFECTiVE JULY 2N�, 2d04. GRAPHIC SCALE: 1" � 100' 0 54 100 2�0 300 �OPYRIGHT � 2047 . . 1. TOTAL AREA OF TRACT: 15.976 AC. �695,913 SF� 2. ALL BOUNDARY SURVEY INFORMATlON PROVIDED �Y: KENDALL E. GASKINS, PLS L�-3824 81 g2 MAI N STREET ViANCEBORO, NG 28586 3. QATE OF SURVEY: AUGUST 10, 2004 4. PREI.IMINARY L�T DESIGN PROVIDED BY: ARNOLD E. BERRIER, SR., PI.S �.-3314 78� WO�DS CROSSROADS ROAD BENSON, NC 27504 5. NO PRELIMINARY LOTS HAVE BEEN PHY'SICALLY SURVEYED AT THfS TIME. UPUN PRELIMINARY APPR�VAL, IRON PIPES YVILL BE SET AT ALL 1.0i' CORNERS. 6. NCDOT DRIV'EWAY PERMIT FOR PROPQSED ROAD WiLL BE REQUE'STED UPON PRELIMINARY Pl.�►T APPRQVAL. 7. PROPOSED ROAD DESIGN Wf LL 8E SU6MITTED TO NCD4T UPON PRELIMINARY PiAT APPR�VAL. S. �EDIMENT AND EROSiON CONTR4� PLAN IF REQUIRED VYILL BE SUBM11T�0 UPON PRELIMINARY PLAT A�PROVAL. 9. APPIlCATIONS FOR INDIVIDUAL SEPTIC SY�S'iEMS WII.� B� SUBMiTTED TO PAMLICO CQUNTY HEALTH OEPARTMENT UPON PRELIMINARY PIAT APPROVAL. 10. SOiLS INFORMATION PROViDED BY: GENE AST�N, LICENSED SOlLS CONSUL.Ti�►NT � AaTQN SOILS WORKS P� 80X 86 S1MPSON� NC 27879 ��. QWNER: OLEXA VENTU RES, LLC MICHAEI J. OLIEXA 2�925 SUMMER HILL ROAD W►EST FRIENDSHIP, MD 21794 410-489-0667 6USINESS 410-489-Ofi�B FAX 443-41 fi-4209 CELL 12. PROPERTY DESCRIPTION: G�S � ��.10 ACRES SURVEY �AND DIVISION 0� SINCIAiR MATTHE'WS LAND MAP 84�K 7, PAGE 103 DEED 800K 444, PAGE 798 13. PROPOSED WATER SHAL� 6E SUPPUED BY THE C�JUNTY OF PAMLlCO. PROPOSED F1RE HYflRANT ASSEMBLY SHALL BE L4CATED A MAXIMUM DISTAIVCE OF 500' FROM THE EXISTING WATER LINE AT STRAIGHT ROAD. SEE SHEET C-103 FOR LOCATION OF PROPOSED WATER LINE AND HYDRANT. 14. PROPt3SED SEWER SY�TEMS SHALL BE DESICNFD AND APPR01/ED ON iNDIV1DUAL LOT BASIS. 15. LINEAR FOOTAGE OF PROPOSED ROAD FROM CENTERUNE OF 5'TRAlGHT ROAD TO GENTERLINE OF cu�-oE-sAC: �a4.9� uN�►_ ��r. 16. ALL INTERIOR LOT �INES SHALI. HAVE A 10' DRAtNAGE AND UTILITY EASEMENT, 5' EACH SIDE OF ALL LINES. 17. PROPOSED ROAD SHALL HAVE A 5' DRAINAGE AND UTILITY EASEMENT C?N EACH SIDE. 18. A 10' DRAINAGE AND UTILITY F�SEMENT SHALL LIE INSIDE OF AL� EXTERfOR 60UNDARY LINES. 4 9. NO KNOWN NCGS MONUMENT FOUND WITHIN 2000 FEET OF THIS PROPEI�TY. REVisioNs N0. DATE DESCRIPTION 1 03-2fi-2007 PER PL. E3D. COMM�NTS 2 07-25-2007 PER IAND QUAL�TY COMMENTS PROJECT MANAGER: PROJ�CT EN�INEER: GSM PAH pRAWN SY: CHECKED 6Y: NTL GSM _._�, DATE: FEBRUARY �1, 2007 ���•r���� ,, �.•`� C •�. O � •`� ' ,,, ��., j ��� � . , �, . r � � �..,�.�.� � , � . EAL r' -�r : 17069 ; : � � ��� '� � ���� •j�'� <� `j� �/v�/► •,�•Q GINE .�►��• ♦ � O� S ` ��'��. ' Ma�G..• � �*�" � �sl� ��►� ���� r�� � Nf111�� � ac • ssocla es . . � 909 AVlAT�C�N PARKWAY,SUIT� 1400 P.a. Box��s M�RRlSVtLLE� NC�RTH CAROLINA 2756� TEL: (918)467-1239 �AX: (a18�319-651 a � TH E PR E RV � ' N . 2 T VV N HIP 0 L � � �RoPOSEo S T�RMWATE R P LA N PR�JECT NUMBER DRAWING NUM6ER . • � � . � � a � z � � W � a W � I '�� , w � 0 � $ . � M � �.i Z w • 0 U C� � � 1 � a W � I � w � � Q 1 � . � M � A33502.00 - OLEXA V�NTURES, 1.1�.0 - THE PRESERVE SUBDIVISl�N - PAMLICO Go., �v� V Z . . V � � Z O � � � m � � � � a w _ � I � w � � � V • � � � ��T��►����► ����°� ���'�•�S����� ��� �••� • •����►���) �w�l�i�� • � � , , , . � .� Z � � � a� w� ��•�� CUR6 AND GUTTER--� � . '�4 a, o �• �� •. • a, . . � '�. � . .. d, e .: a, •� • • , ,a , •B. a . . . . r� . "o �� M 3/4" OR 1" 1`YPE K COPPER CTS, OR PEX MIN. 200 P51 RATING 8p SENSUS TOUCHREAD WATER METER. TR/pL 1,�8�GAL a M ODEI� SR I I G, 5�8 X3/4 f DN 15X2Q� OR i X1 tDN 25� METER. AI.L �RQN ZE TYP. � � Z � � � � � � a \�'\�'��'\�'\ //�j�\//\//� � CQNNEC110N FR�JM ST1JB-OUT i�i\i\i To HOU�E 8Y C:�R1iF�i�D PIUMBiNG �\,�j���j�\// „�, �������/ CC�tTRAGTOR OR PR�ERTY QW�t�R / /� � /j�/���//�/j�/j��/ \�\��\��\��\��\ �-6RASS @A1.L VALVE W/ '�� ��/`�� ��/��/�� � 8" ROUND VALVE 80X �� ���� �� �� ' °°, • a• •' ,°�. . .a . . •,. ', • , ,, ��%�j%��%�fj ,' ' • ,' '� • a . a . , . , d \\\`\\\\ � . �• , 4 i, /, ���i/���������� � �,/�������\��`�����\/� S�NSI�S WATER METER W/ CONCR�TE BLOCK FQR� DUAL CHE�K Y�pKE 1N BAS� �TYP.) FORD METER OR YQK� gOX SMIT'H-BLAIR TAPPIN� SADDLE, INATER SE.fiti�C� 0/E FQRD CC�RRPORATION STOP� TO MATCH RIPE MATERtAL F'EMAl.E . " ADAPTER THREADED dc SC�I 4t� 1 � 3 4 X3 4 F'Oi�D M�TE�t YOKE BQX- LY�VP111�-233-TP PVC 4S' 6EN0. AS PER MFGR. 1 3/4"X4 6RASS NIPPI.� REC4MMENDAT101VS 1 3�4" Bt�ASS BAU. VALVE �`"'� 1 6 ROi,iND YALIIE BQX » �. Al.l. MATERIALS �'0 @E APPR0II�D �Y LOCI�L AND STAiE AUTHORITY. 1 1 �'ORp DUAt CH�CK 'Y4l��- HHC81-444 1 1"X1" �I�RD METER BO�C- C.YL1�1�-�44-TP 2. SERVtCE LA►�'ERA1. SHALI. E3E TYPE K C4PPER CTS,� PEX� MIN. 200P�i R�4TING PIPE. � 1"X4" BRA�S N�PPLE 1 1" BRA�S �ALI�. VA�VE 3. SERViCE LA►TER�4L INSTAU.AIT�ON SHALL BE APPROVED BY LOC��►L. AND STATE A►UTHORITY. 1 6" ROIiND VALVE 8aX 4. P�.UMSER TO FURN15�i FITTINGS AI�D CONNECT TO LATERA�. STUB�-QUT AT PRGPERTY L�NE AS DE�IGNED. 5. WATER SER1llCE LAtERAL TO 8E CENTERED ON L�T �lNLESS OT#�ERWIS� NOTED. 1 �-101 CONCRETE 6LOCKING T'APPING VALVE WI TH VALVE BOX W R 1 E T L L A EM Y L 7� ' �."�,'���•«`' '.` ';.:: . �:..� ':�' .''•,::';'. ,.; ' ..�. .,�.,� .. . � ,.��. .,.�, �L��''��'•'��'i,�•,..•;,��. �,,. ... �•.. �-•t :•�.�.: 'r:'''..' r �XIST. WATER MAIN TAPPING SLEEVE N EW WATER M Af N • 1. TA►PPf NG SLEEVE �H ALL. BE FABRICATED OF TYPE 3�4 �.S. AND PROVIQE A �60' S�AL AR�UND EXISTING PIPE WITH FULL CIR�U M F'�R�N TI AL GaSK�T. I�TS . 1, CONCRETE SHALL 8� 3.000 PSI MINIMUM. 2. CONCRETE FOR THRWST BLOCC�CING SHALL 6E KEPT FAIRLY ORY� THUS I�AKING tHE CONCRETE 1NEDGE SHAPE MORE EASIi.Y FORMED WITH THE WI�EST PART tBLOCKING AR�A� AGAINST UNDISTURBEQ SOl�. 3. MO CONCRETE SHAt„1. COVER ANY 60LTS OR GLANQS. 4►. ALL FITTiNG AND ACCESSORIES TO 8E WRAPPED WIT1�I 10 MtL POLYETHYl�ENE Pff�tiOR TO POURING 6LO�CING. 5. VOLIJME OF 'THRUST 6l.C?CK1NG SHA�.L 8E A5 S'HOWN ON 'rtHE THRUST' BLOCKING St�EDULE. � �a � 4a• eo� ��� eoNO �� �/4� eo� � �uuo � .A 6 A � A 0 A 8 A 8 C D 4" d' 1�' �� �" 0'r �" a` �' �" �" 1d" 1�" a" tor' t� e" tw e" �"' er' d" tor' tor' t�" �e' d" 1!f" 13" 10�" 1Q" �' 8" �"' d" 10�"' 1Z' tZ' �4' 1Q" 4�4" 14' 1a' 1�" a" 10" a' 1d' 11" 14" 14" �' 12" 20" 16" 12" 14' d" 12' e' 1Z" 14' te" 1a" 30" 14" 22` 1d" !4" 10" 10' 14` '10" 14' 1d" 1d' 1�' 34" 14' �d' 20' 1Q" 1a' 12" 1d' i2' 1d' 18" ZO' 20" 34' iV �N �� Z�M �� 1� �3M 1� � �� 1� Z�M � Z4' �d"' 3�' �d" Z1" 1�" 1�' 4!�' 11' Z1" Z1" �d" �' � BENDS dc ES � D-'IQ1 NTS i i A A w,.�����,16ED � So��. (�.� Y� . LAN �ENDS PLAN TEES 18� MIN. � 10 M � & I.ESS 24 MtN. �- 12 � dc GREATER � 0 V / � 1 A33542.00 - t3l.EXA VEMTURES, U.0 - TH� PRESERVE SUBDIViSION - PAMLIC�O ��., NC � , PI.UGS 6" MIN. SLOPE AWAY �nP� .� � � a _ � o � w� W� ,w �,,, UNDISTUR�ED EARTH FLAT ROCKS �R BRICKS � 4 ' D-1�'t NTS ECLIPSE 8� SL41N-OFF HYDRANT ,, - � �t�� � - • • - � �, . . ��-�•�-�=:�-.-. .�.!��,:1►��i��,:• ��A��.•�.�r����•���'.�, ~ 1� -i��=�=�'=•=�=� r r '`�'��"'���!+�+.�r`.` , / �- � , V � ��.�.-!�;.�„�=�=.�,�i ///i..�,._._....�.. ���►1=1=�►=�=• �-;� ��� • • • � � ;''�''�!.�����r������.•.��.•r �j� ��r%'�=-'��%! .�.� •. , r � , � � �� � � � � � , - • � - r . . - � - . CQAT HYDRANT 80NNET aND NOZZLE CAPS W/ "AL�ERT" REFI�ECTIVE F1RE HYDRANT PAlNT SILV�R MOQEL #1440 FINISHED GRADE �� fl � � �. , ,I -I I I--11 I= 6URY AS � SPECIF'IED F R USE IN PAVED AREAS �'OR USE IN UNPAIIED AREAS FINtSHEQ GRADE �N UNPAVED AREA VALVE BOX CpVER , � FINIS�I�D GRAD� � IN PAVED AREA � � �, � �- � B ASE COU RSE---- ! .... ! ;''•� _ ` z� Q� � _ �� _ ,� _ CONCRETE . . �. -�_ ENCASEMENT : �° , o. � � � -� AT 3,OaQ P.S.1. .a ° , �'ad � • . � TANt PED BACKFIU.--�-i-�"- _ _� � a, . 4 .�.�d,� . � _ _ .... ;= . ,. . . a . - - - - - - � a � � a.. �. ..� � , -- � =- i/A�VE BOX o 4 , � � ° a �a. �. _ _ ;_ � a � : � � � .4 vAI.VE eox �_ _ _ � i`AMPED N d . � . �� �� d COVER -�_ �.� 6ACK�ILL ' . ; a°.� � .;, . �:o a �°.. . . , m _ _ _ -- VALV'E �� �. � �� �: � ,�� �. a . a a a . . . � . WAT�R MAfN � ° 4 4 , 4 � - _ � �.-'_ .� _ TAMPED BACKFII„L--'''� SL4CKING . CONCR�1'E ENCASEMENT A1` 3,000 P.S.I. �., . 1. D.I.P. MAY 8E USED FOR VALVE 80X �XTENSiONS. 2. VALVE BOX SH CxJ LD NOT CON TACT WATER M AI�I OR VALIIE. 3. CONCRETE PROTECT4R RING MAY 8E USEt3 IN UEU OF ENCASEMENT IN UNt�A11E� A�EAS. � V � A�I DV ALV E �N T 2 LLAT i N �-101 NTS HAND PI.ACED DENSELY COMPACTED BA�ICFILL TO 1 FT. A80VE TOP Q� P�PE- BEDDED PIPE SHAPED SUBGRAOE SHALL PROVlQ� BEARING ALtJNG ENTIRE LENGTH OF PIPE BARREI. ----- d�� PIPE SHALI 6E BEDDED UP TO �PRING L,IN� AND MINIMUM 4" BELOW 60TTQM C3F PIPE WHEN WET AREAS ARE EN COU N TER�D. y\�/ -=_=��_ ///�� /���j/�� - - �- -- ���\��.r..�....� ��� _- - - � �.//�i � .� .... ... - -PIPE�-- �.:O,D.� � � �� _ . �� .� _ _�\: 1`/ /2 PIPE O.D. 24" + 0.[�. MAX. 12" + O.b. MIN, �!Q.I�. WATER MAINS 8"4� AND SMAI.LER SHAU. HAVE MINIMUM OF 3' COVER. WATER MAINS LARGER THAN 8"� SHAt..L HA1IE A MtNIMUM OF 3'-fi" C011�R. �-- 5 D-101 NTS � � - PUMPING & HOSE CONNECTIONS EC�UAL TO �Ot�NTY STANDARQ BREAK RING TO BE SET WITHIN 2"-4" 4F FINISMED GRADE VALVE BOX HYDRANT TEE I lil 11 ! I ill I � I M1 I � I � I�I 1 I I I 1 �- � I ( �_ I I � � � , WAT�RLlNE � SEE PLANS -- . C�NCR�ETE THRUST BLt�CK � � �• :N ���. '. , '•,•;•: ����� . . . . . . ''�:� �,��;�,�,�,�,�.�.�,�,�. ,�.�.� CONCRETE THRUST 6LOCK . . . . . , ��������� ��������������� GATE VALVE VALVE SHAI.L BE PLACED QN THE �67 STONE FIl.L WaTER �IAIN SIDE OF ROAD DITCM �4 C,F. MIN.) n H �4 T'1'I'E 304 S.a. THREADED RQDS Y[)RANT LEG �`0 DIP MIN. 2 EA. PEf� SEGMENT oR . PAY I�EM "Aqua--G�ip" RINGS 01� ROMAC Fi�E HYDRANT ASSEMBLY INCLUDES GRIP RINGS MAY BE USED AT ALL ItEMS EXCEPT MAIN L�NE i'EE JOlNTS 1N LIEU 0� Tf-lREAbED RODS NTS D UND�STURBED EARTH METAU.fC LO�ATOR TAPE SHALL 8E INSTALI.ED FOR M ALL PVC WATER M�I�lS 18 8E1.OW F1N�SHEb GR�►DE . . 1. MtNIMUM OF' 4 CU. FT. OF STONE �MORE IF REQUtREp). 2. FlR� HYDRANT SHAt1, �E MUELLER SURER CENTURIAN 2��, AMERICAN OAi�LING MARK 73. THE KENNEDY GU AR01 AN C�R WAT�R4USTREND �Qd. 3. BRANCH PIi�E �hIALL 6� DIJC11LE tf�ON AWWA C15�-76 OR CLASS 70Q PVC AWWA C900-89. 4. 6" �ATE VA�11� SHAI.L 8E AWWA C504-86 OPEN LEFT. 5. CONCR�TE 1'HRUST 6L.(�C SHAL,L MAVE MINlMIJM OF g SQ. FT. BEARING ON SOUD 6ANK �M�I�E IF R�QUlRED}. 6. DRAIN HOLES SHALL e� C�EAR �' CONCRETE OR OTHER DE�3RlS. '�. ST�EL RODS AND �30�.TS- SHALL BE COATED IMTH TWO COATS OF eITUMINOUS BASE PAINT QNCE INStALLED AND TIGHT. 8. FIRE HYDR�►NT BARR�I. �HALL 8E PLUM6. COPYRIGHT � 2007 N TE : REVISIQNS NQ. DATE D�ES�CRIPTIQN 1 03-2�-20��7 PER PL. �D. COMM EN TS 2 07-2�-200% PER LAND QUALITY COMMENT� PRQJECT MANAGER: PROJECT ENGiNEER: GS`M ZLF' DRAWN 6Y: CHECKED BY: AEB GSM DATE: F`E6RUARY 1, 2007 ',������N�r�� i♦ �i . � � C O♦� . �' � . �o �. . ._ �S�AL �r' = � 17069 ; :C� .� . . -y �`� �.•~ • �/ �i�'✓� �C/ • �,��p�,, G ItVE ���• .,, s o��,. '•. • Ma cG .•• �� ''��•,������••�•' �-� �� ac ��• ��R ��� � �•ii•i�i��i�• .:::..�.:.: s�ocla es � �.�::::: ••; �:•:::••;... ::..,... � . . ..�':t:.J� � "��•�• 9�8 AViATtON PARKWAY,SUIT�1440 �� P.o. Bax�zs MO�RRISVII.LE, N4RTH CAR�LINA 275Q0 TEL; (9'I 9�4�7-1238 FAX:(919�319-651 Q c� Z : �� , � � $ � �',�',�� ,j� k�y;rv. �,� � ,�� S ',�;.r M 7 �� � � ���� °` �, � I� � -�� B � � ��� � ��� S �� � m � � �. � � PAMLI�t� N °� CtJU TY W IUC � � � U D � � . � F�� Y 11"I�AT E R D ETA 1 LS � � �aQs � ��p NR-wArE��au�r� � S ANQ STQRMWAI'ER BRANCI� � PROJECT NUMQER DRAWING NUM6ER � � . . � M Q , � SEEDIN� SPECIF'ICATIONS 1. PERMANENT SEEDING: PERMANENT SEEDfNG IS REQUIRED FOR ALL AREAS DISTURBED BY CONSTRUCTION EXCEPT FOR AREAS C01I�RED 8Y STRUCTURE�, PAVEMEtVTS, ETC. 2. TEMPORARY SEEDING: TEMPORARY SEEDING IS REQUIRED F�R THOSE AREAS DISTUR6ED BY CONSTRUCTIOEN AND LEFT EXPOSED F� PERI�OS OF 15 DAYS OR MC?RE BEFORE BEiNG 6ROUC,HT TO FIPtAL GRADE AND PERMAtVENTLY SEEDED. THE F4RC� MAIN SHALL 8E SEEDED AT THE END OF' EACH IMORKiNG DAY TO MINIMIZE CONSTRUC110N DISTUR6ANCE ACTI�ITIES. *PRODUCTS: . . 1. FERTILIZER: PRO�iDE 10-1�-1 Q COMMERCIAL F`ERT�LiZER C�NFORMING TO STATUTORY REQUIREMENTS AND ALL RUIES AND REGULATIONS AQ4PTED 6Y TNE NORTH CAROLtNA DEPARTMENT OF AGRICULTURE. 2. LIMESTQNE: PROVI�E uMESTONE CONFORM�NG TO ALL STATUTORY REQUIREMENTS AN� ALL RULES AND REGULATIONS ADOPTED 6Y THE N4RTH CAROL�NA DEPARTiNENT OF AGRICULTURE. 3. SEE0ING: PROVIDE SEED CaNFORMING TO AL�. STAT�J�'ORY REQUIREMENTS AND ALL RULES AND REGULATIONS AD�PTEQ 6Y TME NORTH CAROLiNA DEPART�ulENT OF AGRICULTUR�E. PROVIDE SEED MIXTURES AS TA6ULATED BELOW. DE�iVER SEED TO THE SiTE IN ORiGINA� CONTAINERS 6EARING THE APPROPRI�4TE GUARaN1'EED MIXTURES. SEED SHALL SHCJIN A PURITY QF N4T LESS THAN 90 PERCENT AND GERMINATtQN QU At.t TY OF N OT LESS TH AN 85 PERCEN T. 3A. TEMP�RARY MIXTURE: , ,. A. F'OR DECEM6ER 1 st THROUGH APRI� 15th, THE MIXTURE SH�►LL C�NSIST OF 120 Ibs./oc. RYE �GRAfN� ANO 5� Ibs./ac. KOBE. 6. FOR APRIL 15th THROUGH AUGUST i 5th, THE MIXTURE SHALL CONSIST OF 40 Ibs./ac. GERMAN MILLET. C. FC� AUGUST 15th TI-tROUGH DECEMBER 30th, THE MIXTURE SHALL CONSIST OF' 120 Ibs./ac. RYE (GRAIN�. 3B. PERMANENT MtXTURE: A. THE PERMANENT SEED MIXTURE FOR GENERAL AREAS SHALL. CQNStST OF MINIM�UM RATE OF 5� Ibs./ac. PENSACD�A 6AHlAGRASS, 50 ibs./vc. SERICA LESPEDEZA, 10 Ibs./oc. CC�iMON 6ERMUDAGRASS� AND 10 Iba./vc. GE�MAN MIU.ET. THE 6EST SEEDING DATES FOR TMIS MiXTURE ARE FROM APRIL 1st TO JULY �5�h. B. OTHER MIXTURES: OTHER MtXTURES, AS APPROVED C}R RECOMMENOED BY THE SOIL CONSERVATION SERVICE QR THE NORTH CAROLlNA AGRICULTURAI. EXTENSI�N t�FFICE MAY 8E USED. 4. MULCH: MULCH ALL. SEEDED AREAS, EXCEPT WHERE JUTE MESH 1S REQUIRED AND DURING PERMANENT SEEDING. USE UNDAMAGED, AIR--DRlEQ, THRESHED SMALL GRAlN STRAW FREE � UNDESIRABLE WEEQ SEED. ANCHOR STRAW 8Y TAC�CIN� WlTH ASPHALT, NETTING, 8Y ROVING� OR THROUGH USE 4F A MULCH ANCH4RING T�OL. 5. JUTE HfESH: USE JUTE I�ESN, EXCELSI4R MATTING, OR �THER EFFECTIVE uNING MATERIAL ON SEEDED AREAS WHERE SLOPE tS STEEPER 2:1 (H/V�, SUCH �AS Wl�i GRASS-LINED CHANNELS. USE W�OVEN JUTE YARN WEiGHING APPROXIMATELY 90 Iba. PER 100 sq. y�da. AND HAVING 0.75-iNCH OPENINGS. '�EXECU TI ON 1. FOU.OW PROCEDURES �ET FORTH iN THE PU6�ICATION "GUIDE FOR SEDIMENT CONTROL ON CONSTRUCTION SITES IN NQRTH CaR4LiNA" BY THE SOIL CONSERVATION SERVICE OF THE UNITED STATES DEPARTMENT OF AGRICULTURE, AND AS SPECIFIED HEREIN. 2. SPREAD A MINIMUM �F FOUR (4� INCHES OF' TOP SOIL OVER ALL DISTURBED AREAS TO THE FINISHED GRADE. 3. REMOVE ALL C�tASS AND WEEDS AND SHAPE THE OVERALL AREA TO EVEN OUT HIGH AND L�W SPOTS. 4. SCARIFY SOlL TO A DEPTH OF THREE t3 INCHES AND WORK INT4 A SATISFACTORY SEED BED 6Y DISKING OR THROUGH THE USE OF CULTIPACKER , HARROWS, DRAGS� QR OTHER APPRQVED MEANS. 5. THE PREPARATION OUIUNED ABOVE SHALL NOT BE DONE WHEN THE SOIt IS FROZEN� WET, OR OTHERWISE IN AN UNFAVORABLE CONDITION. 6. 6EGIN AND COMPLETE SEEDING OPERATIONS� AS 4UTLINED BELOW. AS SO�IV AS POSSIBLE AFTER FINAL 4R INTERMEDIATE GRADING IS COMPLETED. 7. DISTRt6UTE LIME AND FERTILIZER� AS REQUIRED, UNIFQRMLY OVER THE SEED BED. NARROW RAKE OR OTHERWISE WQRK THESE ADDITIONS INT� THE SEED @ED. 8. DISTRIBUTE SEED UNIFORMLY OVER THE ESTABLISHED SEED BED. LIGHTLY RAKE THE SURFACE OF THE $EED 6ED IN ORDER TO COVER SEED TO A MAXIMUM t�EPTH OF 0.25 INCH. 9. C�MPACT THE SEED BED WITH AN APPROVED ROLL tJR DRAG AF'TER COVERING THE SEED. 10. NO LIME. FERTILIZER, OR SEED SHALI� 6E APPUED DURING A STRONG WIND, WHEN THE SOIL IS WET, OR WHEN THE SOIL tS OTHERIMSE UNIN�RKABLE. SHOULD RAIN F�LLOW SEEDING 6EF�RE ROLLING IS INITIATED, THE SEED 8ED SHALL NOT 6E ROLLED. 11. NO RIP-RAP IS TO 6E PLACED ALONG THE BANKS OF NEW FILL. MAINTAIN THE AREA AND REPAIR ANY EROSlON DAMAGE UNTIL A PERMANENT GROUND COVER IS E�TA6LISHED. USE MULCH OR MESH AS REQUIRED. *APPLICATION '[EI�PORARY SEEDING: FOR DE�EMBER 1 st THROUGH AUGUST 15th: 1. APPLY LIME ACCOR�ING T� T'HE SOIL TESTS OR AT A RATE OF 2000 Ibs./ac. BEFORE SEEDlNG. 2. APPLY F'ERTILIZER ACCORDING TO THE SOtL TESTS OR AT A RATE OF 750 ib�./ac. 3. SEED THE SEED 6ED WlTH THE SP�CIFlED SEED MIXTURE AT THE SPECiFiED RATE FOR THE RECOMMENDED PLANTING SEAS�N. 4. APPLY GRAIN STRAW AT A RATE 0� 4000 Ibs./oc. OR PROVIDE EQUIVALENT COVER �F ANOTHER SUITA6LE COVER. MULCH SHALL 6E ANCHORED IN A SUITA6LE WAY. WHERE JUTE MESH IS REQUIRED, AP�LY THE PRODUCT ACGORDlNG TO THE MANUFACTURER'S RECQMMEN�ATI�ONS AND ANCHOR WITH STEEI. HAtRPIN-SHAPED WIR� STAPLES. 5. REFERIILIZE SEED 8E0 IF GROWTH IS NOT FULLY ADEQUATE� AS DETERMINED 6Y �'H� ENGINEER. RE-SEED, FERTILIZE, AND MULCH ALL DAMAGED, BARE, AND ER40E0 AREAS IMMEDIATELY AND UNTIL A SUITA6l.E COVER IS ESTA6LISHED. TEMPORARY SEEDIIVG: FOR AUGUST 15th THROUGH DECEIABER 30th: 1. APPLY LIME ACC�RDING T4 THE SQIL TESTS OR AT A RATE OF 2004 Ibs./ac. BEFORE SEEDING. 2. APPLY �FERTILIZE� ACCORDING T� THE SOII. TESTS OR AT A RATE OF 10Q0 Iba./ac. 3. SEED THE SEED 8ED WITH THE SPECIFIED SEED MIXTURE AT THE SPECIFIED RATE FOR THE RECOMM�IVDED PIANT�NG SEASON. . , 4. APPLY GRAIN STRAW AT A RATE OF 4000 Iba./oc. OR PROVIDE EQUIVALENT COVER OF ANOTHER SUITABL� COVER. MUIGH SHALL 8E SUITAl3LY ANCHORED. WHERE JUTE MESH !S REQUIRED, APPLY THE PRODUCT ACCORDING TO THE MANUFACTURER'S RECOMMENDATIQNS AND ANCHOR WITH STEEI. HAIRPIN-SHAPEO WIRE STAPLES. 5. REFERTiLIZE SEED 8ED IF �ROWTH iS NOT FUI.LY ADE{�UATE, AS DETERMINED 8Y THE ENGINEER. RE�-SEED, FERTIL.IZE, AND MULCM ALL DAMAGEQ, 6ARE� AND ERODED AREAS IMMEDIA'TELY AND UNT1L �A SUITAgLE COVER tS E5TA8LISHED. P�MAI�lENT SEEDING: APPLICATION OF LIME. FERTiLI R. � ED. AND MULCH: 1. WHERE A NEAT APPEARANCE IS DESIRED, �lIT SERICEA. 2. USE COMMON 6ERMUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT BECOME A PEST. BERMUDAGRASS MAY 8E REPLACED WITH 5 Ibs./ac. CENTIPEDEGRASS. 3. SOIL AMENOMENTS: APPI.Y L�ME AND FERTIIJZER ACCORDING TO SOIL TESTS, OR APPi.Y 3000 Ibs./ac. GROUND AGRICUL?URAL LIMESTQNE AND 500 Iba./ac. 10-i 0-4 Q FERTIIiZER. 4. SEEfl THE SEED BEO WITH THE SPECIFIED SEED MIXTURE AT THE SPECIFIED RATE DURf NG RECOMMENDED PLANTING SEASONS. IF GRADING IS COWiPLET�O AT TIMES �THER THA�1 THE RECOMMENDED SEASON� PROVIDE TEMPORARY SEEDING OR �T�-IER ER�SION AND SEDIMENTATION PROTECTION APPROVED BY THE ENGIN�ER UNTit THE APPROPRIATE PLAI�TfNG SEASON QEGINS. 5. MULCH: APPLY 4000 ibs./ac. GRAIN STRAW OR EQUIVALENT �OVER OF ANOTHER SUITABLE MULCH. ANCHOR 8Y TACKING ASPHALT, ROVING, OR NETTING OR 6Y CRIMPING WITH A MULCH ANCHORING TQOL. A DISC VI�TH BLADES SET NEARL,Y STRAIGHT MAY 6E USED AS A MULCH ANCHORING TQOL. 6. MAII�TENANCE: REFERTI�IZE THE FOLLOWING APRi� WITH 50 Ibs./oc. NITR�GEN. REPEAT AS GROHITH REQUIRE�. MQW ONLY ONCE PER YEAR. 1NHERE A NEAT APPEARANCE IS DESIRED� OMIT SERiCEA AND NtOW AS OFTEN AS NEEDED. A335Q2.04 - OLEXA VENTURES, LLC - THE PRESERN� SUBDIVISION -- PAMLICO CO., NC ,� N SCHEQULE 1. CaNTRACT4R MUST CQMPLY WITN REQUIREMENTS HERElN. 2. INSTALL SILT FENCES �IF APPLICA�LE�, AND CQNSTRUCTI�N EMTRANCES TNROUGHOUT THE PROJECT SiTE, AS SHOWN ON DRAWINGS AND AS DIRECTE� 8Y THE CONSTRUCTt4N ENGlNEER. 3. CLEAR, GRUB, AND STRIP TOPSOtL TO LIMITS REQUIRED FQR C�NSTRUC�lON. STOCKPILE TOPSOiL AND SUITABLE fILL MATERIAL IN AREAS DESIGNATED FOR STOCKPILES AND DISPtJSE OF WASTE MATERIALS. 4. BEGIN EXCAVATION AND GRADING ACT11�TtE� AFTER ALL REQUIRED ER�SION CUNTROL MEASURES HAVE 6EEN INSTALL.ED AND CONSTRUCTEO. 5. AREAS TO BE I..EFT DORMANT FOR L�NGER THAN 15 DAY'S MUST BE TEMPORARlLY STABILIZED WITHIN 7 DAY'S. 6. ALL EROSION AND SED[MENTATIQN C�NTR�L MEASURES SHALL 8E INSPECT�D YVEEKLY AND AFTER EACH HEAVY RUNOFF-PR40UCING RAtNFALI.. NFEDED REPAIRS SHALL 6E MADE IMMEDiAT�LY. 7. AFTER GR�UND COVER IS 1MELL ESTABLISNED AND THE SITE iS STABfuZED, RETURN TQ TNE SITE AND RE�lOVE ALL TEMPORARY MEASURES IN�LUC�ING SILT FENCES, DiVERS1�N Di7CHES, ROCK CHECK DAMS, AND �THER APPL.tCABLE STRUCTURES. fNSTALL PERMANENT VEGETATlON TO Al.l. AREAS QISTURBED BY THE TEMPORARY MEASURES. 8. FORCE MAIN: THE FORCE MAIN SHALL 8E SEEDED AT THE END OF EACH WORKING DAY TO MINIMtZE CONSTRUCTI4N DISTURBANCE ACTIVITIES. NT NAN A 1. ALL EROSION AND SEDIMENTATION CONTROL MEASURES ShiALL 8E INSPECTED WEEltLY AND AFTER EACH HEAVY STORMWATER-PRODUCtNG RAINFALL. ALL NEEDED REPAIRS S'HALL 6E MADE IMMEDfATELY TO PREVENT FURTHER DAMAGE AND EROSION. STRUCTUR�S THAT HALL 6E MAINTAINED WILL INCL�IDE: CONSTRUCTION ENTRANCE/�XIT: INSPECT CtJIVSTRUG11t)N RQAD SURFACE REGULARLY� MA►INTAIN IN A CONDI110N TO PREVENT SEDIMENT FROM LEAVING THE SlTE, AND T4P-DRESS WHEN NEEDED. SEDIMENT TRANSPORTED TO PUBLIC ROADS SMALL BE REMOVED DAll.Y. SlLT FENCE �IF APPUCASLE): ANY FABRI� WMlCH COLLAP�S, TEARS, DECC?MPOSES 4R BECOMES INEFFECTiVE 1MLL BE REPLACED IMMEDIATELY. REMQVE SEDIMENT DEPOSIi"� BEHI�VtJ FENCE WHEN SEDIMENT ACCUMULATES TO 6 INCHES. STOCMCPILES: STOCKPiLES SHALL BE CHECKED fOR SEDIMENTATION AND -STA8IUZATI4N. SEEDING, F'ERTILIZING� AND MULCHING: SEE�ED AREAS SHALL 6E iNSPECTED FOR FAILURE AND NECESSARY REPAIRS SHALL BE MADE WITHlN THE SAME SEASON, IF POSSIBL.E. 2, THE ANGLE FOR GRAQED SL�PES AND F'ILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN 6E RETAINED BY VEGETATiVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. fN ANY EVENT� SLOPES IEFT EXPOSEQ WILL, HMTHIN 21 CALENDAR DAY5 OF COMPLETION OF ANY PHASE 4F GRADING� BE PLANTE� OR OTHERWISE PROVIDED 1MTH TEMPORARY GR�UND COVER, DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN �ROSION. PERMANENT GR4UND COVER SHALL 8E PROVIDED FOR ALL DISTUR6ED AREAS 1MTHlN 15 WORKING DAYS �R NO MQRE THAN 90 CALENDAR DAYS. � � � i . - � :. . : = 1 D-1�2 � �.. D T NC�T TO SCAL� � LA P Z E IDAL I 2 TA D L NC)T TO SCALE IVOTES: 1. GRAVEL PAD TO @E 25'-0" x 50'�-0" AND 6" THiCK MINIMUM 2. TURNING RAD�US SUFF'ICIENT TO ACC�MMODATE LARGE TRUGKS IS TO BE PROVlOED. �. ENTRANCE(S) SI-iiOULD QE LOCATED TO PROVlDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION V�HICLES. 4. MUST 8E MAINTAINED IN A COND1T10N WA-liCH IMLL PREVENT TRACKING OR DIRE�T FI.OW OF MUD ONTO STREETS. PERIODIC TOP ORESSING WITH STONE SHALL BE NECESSARY. 5. ANY MATERIAI. DEPOSITED ONTO THE �ROAD MUST 8E CLEANED UP IMMEDIATELY. 6. APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STA8ILIZED. FREQUENT CHECKS AND TIMELY MAINTENANCE OF THIS DEVICE MUST 8E PR�VIDED. 2 D-10Z COARSE AGGREGATE 2» _ 3a . io Z � P R R i SCALE: NTS r� ..�.� . FlLTER FABRIC CROSS S'EC110N NOTES: i. U� FOR DRAtNAOE AREAS NOT E�EEDING S �FlVE) AGRES. �. �TM ea� sH�t.�. e� sT�uzEO w/�Na Acxo�c ro TowN SREqF'ICATiON�. .. ,.,_, ���,,,. j�._� �= -I I I� T�� SIDE SLQPE MAX 3' MIN. STONE SECTION OVER�ILL 6" FOR SETTLEMENT MAX EMERGENCY V�--PASS e~ BELOW S�TTI.ED TQP OF DAM �• , �� � � c�' .� SEDIMENT TRAP CRITERtA �AP TRAP T�T �1 TST #2 DISTURBED AREA (ACRES� 0.51 0.51 DESIGN FLOW QP 10�24 �C.F.S.� 4.57 2.70 MINIMUM TRAP VOLUME �C.F.� 1,836 1,838 MINtMUM SURFACE AREA (S.F.� 2,gp5 ��1�g MINIMUM WEIR I,ENGTH �FEET) 1 Q.Q 1 C�.O MINIMUM DEPTH �FEET� 0.67 Q.67 MAXIMUM DEPTH ��EET� 2.0 4.0 MINIMUM LENGTH (F'EET) �3 '� MINIMUM WIDTH {FEET� 32 2q. MAINTENANCE: 1. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERiOD 4F SIGNIFICANT RAlNFAI.L. REMOVE SEDlN�ENT AND REST�E TRAP TQ !T5 ORIGlNA►L DIMEN�SIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED iN A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEI. F'AClNG. 2. CHECK THE STRUCTURE FOR DAMAGE FROM ER0510N 4R PIPiNG. PERfODICAL�.Y CHECK THE DEPTH QF THE SPII.LWAY TO ENSURE iT IS A MINIMUM OF 1.5 FT. @EIOW TNE LOW POlNT OF THE EMBANKMENT. IMMEOIAT�LY FILL ANY SETTL�MENT QF THE EMBANKMENT TO SLIGHTLY ABOVE DESiGN GRADE. ANY RIP RAP DISPLACED FROM THE SPiLLWAY MUST BE REPIACED IMMEDIATE�Y. 3. STABIIiZE TH� EMBANKMENT AND Ai.L DISTURBED AREAS A60VE THE SEDIMENT Pt�OL AND DOWNSTREAM F'ROM THE TRAP IMMEDIATELY AFTER CONSTRUC1i0N WtTH SEEDiNG. 3 D-102 �� EN T P ET AIL NOT TO SGALE N0. ._.... 1 � 2 COPYRIGHT � 20fl7 REVISIONS DATE 0�-26--2007 07-25-2�07 . . . � DESCRIPTiON PER PL. 6D. COMMENTS PER t.�1N0 QUALITY COMMENT� PR4JECT M AN AGER: PROJECT EN GI N EER: GSM PAH DRAWN BY: CHECKED 8Y: NTL GSM D A TE: . FE6RU ARY 't, 20�7 -�� �•����� `; C�! . : � -� '. ' �AL r = . ; 17069 : .� . :. �p � �C` `�.` '•. 'A �Gj1�� �.�' ., 1- ���. .,��� �. �a�Gp,��,. . , v� ����11�111{��+, �� �� �C . ssa�la es . . � 909 A1fIAT14N PARKWAY, �UITE 14�0 P.o. 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