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Home My WebLink AboutSW8050132_Approved Plans_20050329F- 0 LLJ In O Lh O .- 4 O O cu CU QI QJ Ui d 4 / y C7 QJ i. Q EXISTING ROAD R/W SUPEIIELEVATION NOTD CURD LiNE SHALL DE SIIPERELEVATED TO SPECD'ICED ELEVATION MERE SPECIFICALLY INDICATED ON PLAN - SEE SUPER- ELEVATiON NOTE\ 4. OWNER WITH WAPPROVED MIX DESIGNS rRON A9%ALT� COMTRACTOII'S SHALL rUI19M NCDOT \ SUPPLIER SHALL EMPLOY A CERTFIED ASPHALT PLANT TECHNICIAN TO PERFORM QUALITY CONTROL OPERATIONS AND ACTIVITIES AS REQUIRED IT NCOOT QUALITY CONTROL \\ \ PROGRAM. ASPHALT. TECHNICIAN SHA PERFORM ASTING AND AT ALL TIMES j t 5 \ DOCUMENTATION AS REQUIRED DY NCDOT'S QUALITY CONTROL PROGRAM \ \ \\ \ +z9 2, \ \ 12.0' 2' 2" SF 9.5A PAVEMENT 10.0' 14": i' SLOPE I t 4': 1' SLOPE 6" COMP. ABC STONE BASE " &G I &G C L 50' RIGHT OF WAY NCSR 1114 1i NCSR 1113 OQ` J NC HWY 24 ROGUE SOUND LOCATION MAP way. When washing is required, It shall be done on an � I � 47.9 t! ors* stabilized with crushed stone which drains Into an AQ < # # A �47 9 ' 77 4 +?7 n q' \ • %�\\ ( NOT TO SCALE approved sediment trap or sediment basin. All sediment U # 0 i p 27.8 \ shill be prevented from entering any storm drain, ditch, J % + \ 1 or watercourse through use of sandbags, gravel, boards t 27. / + 2R 02 5 \ O or other approved methods. 7.1 O 6. Maintenance -The entrance shill be maintained In o \ \ INN. , WHERE � �27. condition which will prevent frocking a Rowing of 8"R CL'EI' STONE + / w TYPICAL SWALES SHALL HAVE 3:1 SHOE SLOPES. sediment onto public rights -of -wog. This o may require p ., / 274 +2f7i \ \ \\ /�7 VEGETATIVE STABILIZATION SERE SPECIFICALLY INDICATED, SWALES SHALL periodic top dressing with additional *tons as conditions +29.2 \\ �/i \ PER SEEDING SPECIFICATIONS HAVE 5:1 SIDE SLOPES. demand and repair and/or cleonout of any measures used to ' +27.7 +27.6 trap sediment. All sediment, spilled, dropped. washed or tracked onto public rights -of -way must be removed + 28. / 2�6 WIDTH AS + 27.2 o` \ \ \ \+`2\ \ \\ SEE Immediately. Ate, CL"B' STONE 6" SHOWN ON I + / +76.9 2 6 �27'S 8.0 `�629.5�2� \\\\ AS REO'0 �•�- Z' Mi� 1 NOTE PLAN + ?'.. R / +?S.9 + 76.6 77. \ \\ Temp. Construction Entrance CONC. CURB 3 OOO P51 4- 3.000 P51 + 27.2 + \ \ \\ \ \ CONC. "J' 26 ,125.4+ GUTTER CONC. SECTION 8-8 NO SCALE SECTION A -A % +26A 26.4 PELLETIER 4-28.8+ \\ LINESoo CENTER T SWALE W/ + / 'D \ i + \ \\ SOO (PINNED TO PREVENT DISLODGEMENT) 2 \ PROPER TY 23 0 4 F 4 \� �\ BOTTOM wIOTH (s) Flume Detail / 4 +?6 f _ - 2 e=D TYPICWALEAL / / + 2, � • \ \ �' \ � \ B-8 SWALE ALONG ULTRAWGLETRESISTANT(eLACK tal11F1 i /, 26.4 \ .5s +25.4 +72.4 \ 0 \ \ LOTS 27, 28, 29 dc30 N1�METRALE�S ORTSECURED TO VW AT e• arm NO SCALE � z `� 3°, as.s \ \\ 12 GAUGE 4'X4" OR 2'X4" IMM VARE HOOKED ONTO CENTER. 2/4 / 8; Swale Detail PREFORMED CHANI/ELS ON METAL POST% OR FASTENED i ��• +Zt.S r0 CEDAR OR N000 POSTS WITH N0. 8 STAPLES +27. + 7� + 26.7 I si s INPWTMA1� 70 \ 2A, �6 3 28, ?7 ? +2s.4 t� / �8i \ \\ \ NO SCALE MAXW UM SEDIMENT STORAGE LEVEL MKIVE + 27.0 + i SEWMoff WHEN TIPS LEVEL IS REACHED 27.3 2. 5 'l•�i 21.1q +2 1 O \ 5 \ OR AS DIRECTED BY INSPECTOR. ' I / � 7 4 psi - � i/ +27.a / / +27.8 2. / / +24.3 + .6.5 �� 1� .''wp51E I,fLE.R ' I P.P 27 ��-� \�ti w0 \ 24.3A 1. � 7. + S7p\ / + + 23.3 +2 / 1/ (F%U- DF•AMI� 2 � 3 i E'0\ 26.7 +28.8 + J2 I I-' 8 • ,' a +& 1 ] �`cJ\V-; \ 4- 4 21 ,� . +21.0 + (�FZE;F\ I ✓ W ) +27.4 \ \ \ • + 3 i I O �� \ ' \,�\� n�� ,'1.°) � �3U `28.3 + 27.1 4 \ �3� F / WY +26.5 I D i +� + m73.7 �i +2.3. \. S ll! y��'�6i �' \��•%. /� r \ \ \ \ 23. : 1.6 2.9 / a \ l tin ` 1 �i� / +29` �7 I/ . 22 i 3 O 7 1 + 25. j;26 1 / . / 1 r,\'�v1 i r � err' `� •car' �•co,;40 /Q,'L2Et , ` / ` .' 3.ro b 24. O �Q�b �trlr tF�M%�Q`/ / + 7.9 ` 2 P.P. �� \ NATURAL GRADE / +26.5 , + +25.3 ice/ ° 2.ia C ,r,� 4 i + + - COVER WITH SOIL AND TAMP BACKFILL / 7.5.1 I (�\ + L,I,; � i , r rn CS / 27.5 26.0 CARRY 6' RIPE INTO iRiKM. i T rl I i- i 2.5 3 O /' v 2 .3 t .f! 1 8 4 .. 4 CARRY APPROX 12' OF FABRIC INTO TRENCH + 27.7 1 - + 25.3 s' + 31.7 �G C'/A 2819, 2' MINIMUM +'l.'.,.i of I \ +?4.2 + 6 + ; _- /� l•'^ ^bY l a �24 +287 +3 c; +27. METAL. CEDAR OR 4"X4' TREATED WOOD POSTS AT * + 25.3 4 l?' OFF CHITf]t MAXIMUM. CEDAR AEA woad Posrs sr+OULD 1 4 E + z .7 J \� BE 3' CENTER MINIMUM. Z6 + 2`. I {. t + d ° 21 .5/ / / v'`C"/' + 31 J + 28.5 +25.1 1_ t 22.6 + tr� �x l 9 27,4 i sip N 22.5 / ,,rf 1' �'}2S4 ```` + 24.6 2 0 = ^ ` 1 R + 73.4 N / � ' �/ cy� \ � + 28.2 +3y 9.7 29.0 ? q ].A ��`�Q\`h 1 21 +72.3 +23. 23.9 29 +..3 +2'.1 �\ +7.4.4 Detail R4� 246 2 'Vr \ Silt Fence +24F + pl \ ! -- �Tkl -1 \ , a•?7.2 21. y / +?3 , ++ 2>t.6.. + 2'., �/ 1" Cam`+ f /\ \ 7.8 + 77-a � 3.8 NO SCALE 25.5 Q �R l $ 10 1 {ass � # , 26.1 , 8 24 5 � � J �. + 24.4 A , 27.2 + 5 NORTH CAi - sir TAL a 7+ + +7 1 c� i / i +26.4 MANAGEI01L:�-r C 7 + 24.6 \+"e3.8 \ \ +24.1 �p+"15.7 +26.A 26.9 ♦, /�\ \\ 6.8Fi• +26,4 +275 DIVISION OFVyI�LF:C.a.._ ..> q M , + Date ILIA [.� Li 2001 +24.6 \\ \ N +28.7 + / 24.5 +24.2 19 \\ \ _ \ } 4 / / ,y/ 0 25 + W 4 + 24.3 �� \ \ + 26. / / 24.9+ +2.5. + 25.7 74 .. z 5 � � / / / 3 + s 8tormrrsalr PriotNt NO-3-WR d a . n +44.Z +24.6 +24.2 t + _.. \ \ 9\ +75.9 +'2 e, 24.5--- 2 .9/(017 \ I r 4- -- OVERFILL 6* _ ----- h' _ - 24 4 + 25. j� + 24 ` 24.0 \ +2a''\.8 ft + 8 / +2 i 2e 4 N�� 11 /FOR SETTLEMENT + 9 } x� / 21' MIN.( 24.5 1 6 75.8 _�% p -- _� 4 V, 1 \ h/ + / �K ty1ee3 J / 28 +?6 Sir, 2-. 4 M� h , /+74.3 29.6 18 / + /�\ 1.5. 4 25.4 + 26.5 / Z F\Wlm N 17-1 / +' 26.. + 25.5 t`�!•.. . so 7 % 1 } ,5 a +28.1 � 'y / / �6 \1 \\� Q0 +25.9 5 +22.1 FILTER. 1:1 SIDE f 7 +\1 N R6� '-rid \ +27.5 + �... '.. FABRIG•', SLOPE ,MAX.'. L \\ \ + 77.9 7F 26 2 + 26.Q� _ 2 6.4 + 26. i i '13 26 26.5 + 0,4 t 26.7 _ 11 4 12tQ6r / CS 0 -+ 11 11s 1 REVISIONS O o +9.1 `"F P.P. �Nx / \ R.P. +31.� \ \X% PP. \ " �q 29.5 + 1 2s.2+ \30.0 (SEE NOTE) 20.0, +� +2 C/A 28.1 \ .,. +3t1.3 \\ PLAN VIEW 24.0 h ��, \ \ \ S + �, \ . k + 28.3 \ \ 2 9 \ \ \\ �,� Construction Specifications Street Cross Section � / \ �� R• \\ - /% 1. Stone size - Use MSHA size No. 2 (2-1/2" to 1") or AASHTO NO SCALE +27.4 % , •?s s \ s�.9 \ \\ /` \ 2 designation M43, size No. 2 (2-1/2" to 1-1/2"). Use \ ^,O crushed stone. 1\ �41% 2. Length - As effective, but not lose than 50 feet. 2P4 + � 3. Thickness - Not bSe than six (6) Inches. �� / 5 \ \ \\ /O 4. Width - Not less than full width of all points of BQ, + Ingress or egress. Minimum of 12'.tpo + 2, fl + 2 ' 29.6 + 29.3 \ � 5. Washing - When necessary, wheels shall be cleaned to �(lb �C, � / 28 \ \, • ` remove sediment prior to entrance onto public right -of- + +.2 + 23.5 + 2s.9 24 0 1 +256 2 +26. Q + .....- �6 +?7.t +25.t 26 25 4 _ + 4' Urre _ / \I 1 +25. r, °24 +, -22.1 ! + 24.9 + 24.8 z 2.8 1.5' MIN. 14 +?� 1 M sedknrht Trap3 _W10TH doA1+ GTH _I 27. \ 26.0 1 t Q �� _ MIN I + 28.6 it + , - -- + 27.0 \I\ i\ + 25.8 +• 24.9 .4.0 / i t .� Depth - i4 2, 22 + 22,6 + 1 j t27.9 27.2 I ` + +'26.6 1 \ t5- + 22.f> INLET - - - - - - -- 8,31 / + 7 ZF 5 + !� - 27.1 0 ` 9 \0 2 �LDCD a701 + \� �G + 21.1 + F � 26.3 R 18.f1 '�'" GRAVEL '1i'q S' MAX. APRON f 2 + 26.1 L `V t 9. t _ jDER F ACE 5' MIN. I *.2*.0 18.Fs \ r '1- S N 83'27'34 "W s s. z +2#� +� +2 .1 ' 27 + 27.3 , 1+25.5 + -4 19,7 18.4��0 90.78' ,7 + 1 fi 2 \I ,�� 4 EROSION CONTROL NOTES SET STANCE •� fP 28.0 + 7' I , n ; n 10 + \ ' b1 1 b Installed, �� Rae AT CLEANOUT ��fILTER FABRIC 12 7.2 +26 25.5, 1` �, 4 t� . 1. Sediment control devices and structures shall �yQ j }27 1 a 1 1 + ,.� + 6 S y�1 ��, watersheds and stabilized. mulch t ntil the contributing MuIdizer (10-10-10) 1t&ti�/arc. 13 controlmaintained and amended as effectIve Lime ,G i, 1 1 uw icc +27.8 _ _+27`S 1- "f� + 1 2 - ._.. AWNS. .2 y ,-Lerhgth- 13' 2. A. Notify otbegining construction. Land fJudny S.aUan prior Un Common Sp April 1) 1rOs0 Ib*./arc. CRQ - u_ ' 20.0 Engineer, _ Quality SECTION OF STONE OUTLET SECTION a _ J000 P.SI. CONCRETE 28. Depth 4.2' �00 r1\ C. Slitfenceshall b Installed at oral �9 areso a Is Geared. 'R� Fescus Sept.t 1) SO bs./arc. �A 1 Z005 6. +27.4 +27.6 ; _ 26 , - 19.a )• V y' 1-1/2' am Soorp- TIP. 59.6A 6. Sedkrhent Tree 1 +26.5 4 +2 8 ' 1 indicated, on oyes Y R (rain (Sept 1 1 only) 5D bs ac. e' ABC 2 2� Silt fence shill be maintained until tin area Is stotAlz*d competely. r -APB Y) / Sediment Trap Detail ; 12' .tr r ,r 27.1 +261, Length 52 2 M� 0O 0. Construct sediment storage devices. GYods streets, kndudinglnstoN German Millet (April 1 - Sept. 1 only) SO Ibs./are r.+. + 27.4 :. , .. width = 18' 24 C 2 .t + k 2 I Depth 4.2' 134 males. Instill storm drakhogs piling and outlet protection. - NO SCALE `' 1 e7 E. Immediately seed, mulch and Install sad liners an .war.... ilea 15 April 15 n _ _.. _.__ .. + +26.5 ,1 6.6 +25.2 +74 19.0 F. Maintain erosion control measures as needed to assure Kobe Lespedezo 50 bs./arc. � 9.4 full functionowlity. Rye (rain 100 bs./arc. 6. 5^' " ` COMPACTED MIGRADE ABC i. CLNN AND GUTTER ONLY TO BE USED IN AREAS SHOWN ON PLANS L SPILL GUTTER TO 9E USED IN AREAS WHERE wn I$ SIlPERBXVATED. 3. CROVN DRIVES IINLESS GRADES INDICATE OTHERWISE• Curb & Gutter Detail NO SCALE F We - on EARTH EMBANKMENT do STONE OUTLET SECTION �t23.8 + 0.1 1 3' 37 W G. Place CASK: over compacted subgrade. Install asphalt April 15 - Sept 1 surface course. German Millet 40 Ibs./arc. �- 289.75' ; li WOO _�..__. 4 3 S S3.10.55' H. Rreseed and mulch shoulders and ditches. Install linen onSept.1 - Dec. 15 0 0 (\\ ill rendnkng awdos (and provide ground cover on ON engroeed ropes.) Rye (rain 1DO be./arc. +?_ = SwA�- ` + 20.0 �i I. Seed, fertilize. and mulch ON disturbed areas within 15 days 4. Contractor Is responsible for mahtahing all erosion control D I I I ! I 1 I I I I O +�,0 N 811 g 46 z1.2 1 " C�� of completing any phase of the grading work. meosures and amend measures as required to pi eve t ��JJJ LLLJJJ LJ LJ LI ill]]] u J. Permanent g►oundcover for ill disturbed areas within 15 accelerated erosion from taking place on this site. Contractor \ O6 , working days or no more than 90 calendar days following Inspect all erosion central devices after every rainfall event \ NOT RELF-ASED FOR C NST Completion of conetructlon. npdr, remove accumulated eedkment, or supplement measure N` 4 SITE DATA 822 O 20 �j ,tFy'j � K. Remove ill temporary devices after permanent groundeow► may b necessary to prevent erosion AI retain sediment m site. 6-4 _. ACREAGE=19.03 AC Is established. 5. Once all areae have been stabilized, contractor Is to remove •.241 3• Seeding SpecHlotlarts temporary erasion contra measures, regrode, 6: mulch to GRAPHIC SCALE IMPERVIOUS SURFACE = 207,274 SF Apply lime and fertilizer and work Into 4-6 Inches of soil. Seed restabNlze then areas. PERCENT IMPERVIOUS = 25.0% mixture shall be distributed uniformly and covered with a dean 6. For additiond requirements, eSe the approved ercolor DISTURBED AREA=14.3 AC straw mulch. AN mulch *hall be crimped or asphalt locked to help and Sedimentation permit. 6o 0 30 60 120 240 hold In place. Moterld and application rates are as follow: OWNER EVELOPER: SURVEY 81 BASEM_AP BY: L. ARDAN DEVELOPMENT, INC. PRESTIGE LAND SURVEMG. PA `- 104 CLUB HOUSE DRIVE 501 W.B. MCLEAN BLVD. IN FEET ) CAPE CARTERET, N.C. 28584 CAPE CARTERET, N,C. 28584 _ i inch = BO ft Q CO Q) rn o ,C n I N C1 00 N N in C W It , W :tea z� N C cc C x p1 0 LLJ � W F 0) Z = 2 -J � N Y >` 3 0 Cv 2 o C)I U O > 0 In N LLJ r7 c LLJ � LL O M I „ -J V) C ip n Lj °r7° Z V u 0 AR'X'/d mil ll ll mil```` 4-) Z �^ Q- l W W LIZ `) Z O c�� W I 0 Z }Z- W O I 0 of 2 0V) O Q Q a Z Z a� N FF�1 "I = W Z N 0 O O p W Z � � W O Q � W H W Z 0 0 1.1 [�M l SCALE: 1" = 60' DATE: 12/9/2004 PROJECT: 04-0128 DRAWN BY: JC/DKN SHEET 1 /4 'A1 Lv X 0 U) (y) 0 Ln 0 0 (U N Cl) 3 5 QJ ul d 4 Cn 3 / Ul y d O n� Q OWNER/DEVELOPER: SURVEY do BASEMAP BY: L. ARDAN DEVELOPMENT.-INC PRESTIGE LAND SURVEYING, PA 104 CLUB HOUSE DRIVE 501 W.B. MCLEAN BLVD. CAPE CARTERET, N.C. 28584 CAPE CARTERET, N.C. 28584 GRAPHIC SCALE w Z g CL X w w Of ui REVISIONS L N 00 ai C to I 00 ' C1 LLI N M L N V O a z .� w o o m u- � U 3 w Z = 2 '�'� c v Y ). 3 0 V) E p 2 p O 0 ro 0W N U wM _ W LL-o M -� M 05o U CL 8 4-) v Z D O U ck: rr� V1 rr� V V � O I z Q O z z 0 c � O 3 0 CtS Q Q- I _Z L oW LL- :D 0 (f) w w Qo ujz Chg w Ld X n SCALE: 1 to = 600 DATE: 12/9/2004 PROJECT: 04-0128 DRAWN BY: JC/DKN s- 1 ( IN FEET ) 1 inch = 60 fL SHEET 2/4 H W ,q .-4 0 Lh (U 3 Ul N 4- O L a 1-1 o� 3 O_ U N d d 0 d L O x lq- 0 N Ln U 41 p O L d J 10, Ld CL .--I O Lh �1 c �0 T U ^' ^ 'W V I d (d 1 c0 CD / 0 N VI ^u W 0 i IL i REVISIONS ILI 15.0 ® 6 � 1 WS3 SS300 S ti 0 Z� 3 a co � N I I I '01 a / I L 013dOh NIV38dS 43a, �r i f d3bd Od01 31S`dM i I n , rv1 / 1 1 i t i � N w 8' Flume— a o I .o— o 0 v I 0)0 Lo cn -i awn�� 3n�a 5� 0) 00 N C N M 0'00 Z l 9� d N cr w �L o V + �� Uj n3 n�a -A C o w CDo 0) 0 m W ;o Z } - 00 Y 3:: 0 26 O 0 � 0 N U '> 0 W M c � ^ 0 _ W LL.o rorn I a .. 4 00 (n fu Gj rn o V a I• � � D o ��jj o )<_ ARDAN CIRCLE NOT RELEASED FOR CONSTRUCTION ,,��`'r��-""'��,, �� SCALE HORIZONTAL = 1"= 40' VERTICAL = 1"= 4' 0o = < .,¢ I ' mod' • �`cf _ �� 40 40 4-) I I 1 I I I I I I I I I I I I I I I I I I I I I 1 1 I 1 I 1 I I I I I 1 1 I I I I I I I i I I I I 1 I I I i I 1 I 1 I I 1 I I 1 1 I i i I I I I I I I I I I I 1 I I I I I I I I I I I 1 1 I 1 i i I I I 1 I I I I I 1 I I I 1 1 I I I I I 1 I I I I I I 1 1 1 I I I I I I I 1 I I I I 1 I I I I I I I I I I i -I I I I I I I 1 I I 1 t 1 I I I I I I I I I I I I I I I I 1 I 1 I I I I I i I 1 I 1 I I -T I 1 I I I I 1 I I I I I I 1 I I I 1 I I I I I I 1 IGH IPOIN ElE • 6.7E1 1 I I 1 1 IGH fl'OINT1 STA 1• 10�F37.1h I I I I I I I I 1 I I I 1 I I I I I I I I I I I i I I I 1 I I I I I 1 I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I 1 I I I I I I I I 1 I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I 1 I I I 1 I I I I I I i I I I I I I I I I I I 1 I I I I I I I 1 I I I 1 I I I 1 I I I I I I I I 1 I I 1 I I I I I I 1 I I I 1 I I I I 1 I I I I I I I I 1 �-I I I I I I I I I I I I I 1 I I I I I I I I I I �T-�r��- I I I I I I I I I I I I 1 I I I I I I I I 1 I I I I 1 I I I I 1 1 1 1 1 1 1 1 1 1 I PM STAI • 1 +34.1 4 1 1 0,M V-127.0 1 1 1 1 . 1 1 1 1 1 1 1 1. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I 1 I I I 1 I •1 •-W.10 1 I 1 1 I I I I I 1 I K i� 4703 iI I I I I I I I 1 1 1 1 I I I I 1 I 1 I 1 I 1 I I 1 1 I I I I I I I I I I I i I i 1 I I I I I I I 1 I I I 1 I I I 1 I I I I I 1 1 I 1 I 1 I I I I I I 1 I I I I I I I I I I I I I I I I 1 I I I 1 1 1 VI S A • 1 0+7 I I I 1 I 1 �m •1 23.9 I I I I 1 I I I I I I 1 I I 1 I I I I 1 I I I I I I I I I 1 I I 1 1 1 OW I 1 1 I I I I I I I I I �01N� @12-71 1 I I I I I I I PM EL.�V = 125.41 1 I I I I 1 I I I I 1 1 I ' 0� �� i 1 .00' ice' 1 I i—�► I i i . i 1 1 1 I I i i . 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I I I 1 1 1 1 1 1 1 1 I I I i 1 I I 1!!!!!!!!! !!! ! 1 1 1 I 1 1 1 I I I 1 1 1 1 1. 1 I I 1 I 1 1 1 1 1 1 1 1 I I 1 I I I 1 1 1 I 1 1 1 I I 1 1 1 1 I I I I I 1 I I I I I I I I 1 i 1 SCALE: 1►' = 40' I I I I I I I I I I I I I I I I I I I I 1 I I I 1 I I I 1 I I I 1 1 I I I I 1 I I I I I I I 1 I I 1 I I I I I I 1 I I I I I i I 1 I I I I I I I I I I 1 I I I I I I I I I 1 I I I I I I I I I 1 I I 1 I I I I I I 1 1 I I I I I 1 1 I I I I I 1 I I I I 1 I I I I I ! I I I I I I I 1 1 I I I I I I I I I I I 1 I I I ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! I ! ! ! ! ! ! I I ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! i ! t ; I I ! ! ! ! ! ! ! i ! ! ! ! ! ! ! ! DATE: 12/9/2004 I I I 1 I I I I I I 1 I I I I I 1 I I I I 1 i I I I 1 I 1 1 I I I I I I I I I I I 1 I I I 1 I I 1 1 1 I 1 1 i 1 I 1 I 1 I I I 1 1 1 1 I 1 I I I 1 1 I I I I I I I I I I I I 1 I I I I I I 1 1 I I I I I 1 I I I I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I I 1 I I I I I I I 1 I 1 I I I 1 I I I i 1 I 1 1 1 1 I I I I I I I I I 1 I I 1 I 1 I 1 1 I I I I 1 I I 1 I I I I I I 1 I I I I I I I I I I I 1 1 I 1 I I I I I I I I 1 I I I I 1 I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I i I I 1 1 I I I 1 I 1 I I 1 1 I 1 I I I I I 1 I 1 i I I I 1 I I 1 I 1 I I I I I 1 I I I I I I I I I I I i I I I PROJECT: 0 4 01 2 8 I I I I I I I 1 I I I I 1 1 I I I I I I I I I I I I 1 I 1 I I 1 I I 1 I I I 1 I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I i I I I I I I I I I 1 I I 1 1 1 I I I 1 1 I I I I i 1 I I I I I I i I I I I I I I 1 I I 1 I I 1 1 I 1 I I I I I I I I I I I I I I I 1 1 I 1 1 1 I I I I I 1 I I I I I I I I I I I I I 1 I I I I 1 I I I I I I I I I I 1 I I 1 I I 1 I I I I I I 1 I I I I I 1 I I 1 I I 1 I I 1 I I I I I I 1 I I 1 I 1 I 1 I I I I I 1 1 1 I I I I I I I 1 I I I I I 1 I I I I I I I I 1 I I I I DRAWN BY: JC/D K N 0 I I I 1 I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I f I I I I I t I 1 1 i 1 I I I I I I 1 I I I i I 1 I 1 I I I I I I I I 1 I I 1 I 1 I I I I I I I 1 I 1 I I I I I I 1 I 1 I I I i 1 I 1 1 I I I I I 1 I I I I I I I I I I I I I 1 i I I I I I I I I I I I I I I I 1 1 I I I I I I I I 1 I 1 1 1 1 1 I I I I I I I I I I 1 I 1 I 1 I 1 I 0 10+00 11 12 13 0+00 1 2 3 4 SHEET 4/4 C� LIJ Q In CD Ln (Y) 6 -4 In CD CD 0j 0j r-H 0) 0) Ul d / cn / d a C 0J L Q R/W EXISTING ROAD (SEE NOTE) PLAN VIEW R/W 1. Stone size - Use MSHA size No. 2 (2-1/2" to 1") or AASHTO designation M43, size No. 2 ( 2-1/2" to 1-1/2"). Use crushed stone. 2. Length - As effective, but not less than 50 feet. 3. Thickness - Not less than six (6) inches. 4. Width - Not less than full width of all points of ingress or egress. Minimum of 12'. 5. Washing - When necessary, wheels shall be cleaned to remove sediment prior to entrance onto public right-of- way. When washing Is required, It shall be done on an area stabilized with crushed stone which drains into an approved sediment trap or sediment basin. All sediment shall be prevented from entering any storm drain, ditch, or watercourse through use of sandbags, gravel, boards or other approved methods. 6. Maintenance - The entrance shall be maintained In a condition which will prevent tracking or flowing of sediment onto public rights -of -way. This may require periodic top dressing with additional stone as conditions demand and repair and/or cleanout of any measures used to trap sediment. All sediment, spilled, dropped, washed or tracked onto public rights -of -way must be removed Immediately. Temp. Construction Entrance NO SCALE ULTRAVIOLET RESISTANT (BLACK) MIRIFI FABRIC OR EQUIVALENT SECURED TO HIRE WITH METAL CUPS OR WIRE AT 8" OFF 12 GAUGE 4'X4' OR 2"X4' WELDED MARE HOOKED ONTO CENTER. PREFORMED CHANNELS ON METAL POSTS, OR FASTENED TO CEDAR OR WOOD POSTS KITH NO. 8 STAPLES. 7 / MAXIMUM SEDIMENT STORAGE LEVEL REMOVE SEDIMENT WHEN THIS LEVEL IS REACHED OR AS DIRECTED BY INSPECTOR, de 310. e - NATURAL GRADE --- COVER NTH SOIL AND TAMP BAC(FILL. - CARRY 6" OF WIRE INTO TRENCH. 2' MINIMUM CARRY APPROX. 12" OF FABRIC INTO TRENCH METAL, CEDAR OR 4"X4" TREATED w0O0 POSTS AT 8' L OFF CENTER MAXIMUM. CEDAR AND WOOD POSTS SHOULD BE 3' DEEP MINIMUM. Silt Fence Detail NO SCALE SUEERPAVE IeTTES, \ ONLY SUPERPAVE ASPHALT MIXES ARE ACCEPTABLE, CONTRACTOR SHALL FURNISH NCDOT 6 OWNER WITH APPROVED MIX DESIGNS FROM ASPHALT SUPPLIER, CONTRACTOR'S SUPPLIER SHALL EMPLOY A CERTIFIED ASPHALT PLANT TECHNICIAN TO PERFORM QUALITY CONTROL OPERATIONS AND ACTIVITIES AS REQUIRED BY NCDOT QUALITY CONTROL \\ \ PROGRAM. \\ THE CONTRACTOR SHALL PROVIDE A CERTIFIED QMS ROADVAY TECHNICIAN AT ALL TIMES DURING PLACEMENT OF ASPHALT, TECHNICIAN SHALL PERFORM ALL TESTING AND a SUPERELEVATION NOTE' I DOCUMENTATION AS REQUIRED BY NCDOT'S QUALITY CONTROL PROGRAM CURB LINE SHALL BE SUPERELEVATED TO SPECIFICED ELEVATION WERE SPECIFICALLY INDICATED ON PLAN 50' RIGHT OF WAY 2 TV \ 12.0' \� \ 2 v �.P. -14 SEE SUPER- 2" SF 9.5A 2 dr ELEVATION NOTE -,.,I PAVEMENT 10.0' L__�--- �4 1 SLOPE \ \ - I I 1 4': 1' SLOPE c1 3 3 III=III-III 6' COMP. ABC STONE BASE C&G I 20.0 C&G ,.lt, G A ✓ 30.0 29. \-+ 1.3\- \� +2� Street Cross Section NO SCALE 'ice \ + 28.6 \ ^AD \ Y \ + 0 5415.6 \\ \\ �Q KC a' I 8' �� +28.4 �29.4 ,5 \ \\ �/ +28.3 + 27.8 + 2 + 28 + 29.6 + 29.3 \y \\/co 0 Go O� 40 NCSR 1114 J� v NCSR 1113 ti �O 0 s NC HWY 24 BOGUE SOUND LOCATION MAP AQ 0 ko I o �A ^`V 4-27.0 27.6 T \ . \\ Q� e\ NOT TO SCALE 29.i�O \ 6 \CL"8" STONE 00 ` \ �\ O TYPICAL SWALES SHALL HAVE 3:1 SIDE SLOPES. / }+274 �` �O' \ \ \ /p WHERE SPECIFICALLY INDICATED, SWALES SHALL / 27 7 �\ \ +29.2 ` \\ \�/� ERVEGETATIVE SEED SEEDING SPEICIFICATIONS HAVE 5:1 SIDE SLOPES. ASPH /CL"B" STONE 6" SHOWN � 2 � ,? ' �2�.; \ \\ 2' MIN PE \ \ \ AS REQ'D 3,000 PSI 1 CONC. CURB / 4" \ \ & GUTTER 3,000 PSI CONC. CONC. \ �- SECTION A -A SECTION B-6 /' 23 ,. _ o� \ PELLETI ER +2a.a.2 \ \ \ LINE CENTER OF SWALE W/ / - \ PROPERTY /�� 4 \ \ \ BOTTOM WIDTH g SOD (PINNED TO PREVENT DISLODGEMENT) m D / / / ' 0 7` \\ \ B=O TYPICAL( Flume Detail �. / /. ; S � � � • \ \+ 0 LOTS 27W 28, 290 &30 NO SCALE / 2�/ S _ � \ 28.5 \ \\ + Swale Y I D a e eta i 27.0 A' / / ` F` 8 NO SCALE \ / +27.3 2, r `P / \ \ , zoo27-L 40 25. / +26.7 ± / j Tt)PS01L WiA I h o, f. i o „23,3 / F �� gNpOL:Q J ,Li.yc� <11 IG/ 2 f 1. ��t@r \ I +2 / / (F,U- TD 11E pR.pl�ii 2I % \.0\A1°fin \ +26.6 + 61z 2 8,_<, 'a� 1 ct J1'E. S0 , ' 1 cud , . f \' tp� �/ + I ��4�� +21 CI ��: ,, �� C�FZE_4 I N +274 } +26.2 LJ. / ti�k , �7 �� r c'8 +zs.3 SA r f o 26.5 1 rn cn 31- 0 I // e / �#� �P� PQ 1 P\�1 f / 29. ✓ /� ik w I /�� `� �/ r 1 �9�n`\\ col?Co °o t L G 7 7 P.P. >P \ N �. t�. /' T 53 /Ica' 2$ �� 6 +25,3 00 +287 + 5 2 / 26 5. �� 1 d / HOP ,NN��aj" 7�x +30. +31.7 / + c0 /� N +22.' / \/�A"�c" ` �l "�, 2T4 + 9 + P� O \ Z.. 1 1 / N / ��\ ��' 4� \ i �I 28.2 3: 9.7 28.0 c: ' N 24.6 n C + 26.0��` U29 +3(�l/\ 24.4, ,j� �� 1 +z5. PN ��EP �,___-�" ' ° t -2,7.2 �ie'i 5p ��.\�EOo \\\73f i I I % + 7.a 0 +78.8 t/sa.2 27. p . P PR �' �' 1a V \ + 26.8 �y A / /� ✓ , ' \ t�,R L + 2 3 11 00 +24.4 ?D� \� t 0O q / O�\I //I/ �/K\\� 27.2 + 5 w +24.5 +24.t. \ \ 3�i 2� \ +26.9 +26.9+011 +77. IC, //// .� \ N® MANAGE + +246 ___\ p N 26.2 + � + 27... '` 275 24.5 1 g \ 26.7 \ 0 / \� � 26.4 + 5 DIVISION . r ate- + %Iw/G� Zq- iAOi 0 4.2 \ / '' o / 253 J + .6 + 6.2 S i8 056132 +. 4,2 +24.2 +24.5 \ ?6.9 j v�' 26., / / + e 26., 4Ho _-- �- z4.5 OVE \\ / FOR SETTLEMENT ETTLEMENT +z4.5 4•9 / h �+24. /4/ / + 26. / + 26.7 2 5.9 O +27.: 1 4 / 8.8 + 27.9 / rn �� + 8 �4 1 6 �21" MN.er ox �'L ,�D ' 18 Q G 26 d \ \ 4' MIN. IrIV � 1,5' 2:1 SIDE \4j'I \3 • : ; ' : • SLOPE MAX./ U5 2c,,. � 1 l t jC_26'$1 -�\!\ �\\ + ..--- �' � .� :FILTER � ''. � • • •" 1:1 SIDE .. .. FABRIC, SLOPE,MAX. .; 2' MIN. 'o o7 \ ct` /'i� a EARTH EMBANKMENT & STONE OUTLET SECTION 12 00 O j - -. _ I a--� \ \ V A " ' 26 27.' 2� ( 4 \ \� 26 `!A 126 Flume \ s \6, \ 24 + \O \ Ole 24.8 \\ \q e \ `� W107H & LENGT}, 5' MIN. 1.5' MIN. 22 PER PLANT 263' +r 27.1 1� O�VEr INL � - FLOOD POOL - - - - II + 26.26.1 Lt \-� � T!'' DEPTH 1 .P 28.0 I �I~ L° -Y* II ,127.1 N -.1 +27., 13 Ic LTI i 0. 0&UE- I 1 1 2 q 8' a 3000 P.S.I. CONCRETE +27.5 �7-- w +27.4 + I 7" 1-1/2' BCSC SuperpaType S9.SA 27.6 j /1I 8' 25.d :.•�; / 6' ABC +27.1 II II + 26.5 I I 8" COMPACTED SUBGRADE 289.75 1 - LF ABC i 26-------- A=E - Off- - 2s.s +f6-.o 81 ` 16'46. W 1. CURB AND GUTTER ONLY TO BE USED IN AREAS SHOWN ON PLANS 2. SPILL GUTTER TO BE USED IN AREAS WHERE CURB IS SUPERELEVATED. 3. CROWN DRIVES UNLESS GRADES INDICATE OTHERWISE. Curb & Gutter Detail NO SCALE 11 26 / 62 >> 21,s 1V 10 �•� fe\ ZA + 23-9 2� .Ct ' 19,4 i/ 0.1 S 851313711 .3 110.55' RAN pc1 PER GRAVEL ,Lti yql 5' MAX. APRON N 83'27'34„W v PLAN FACE 5' MIN, 907g' EROSION CONTROL NOTES SET STAKE Y/ �e �j 1, Sediment control devices and structures shall be installed, Material Application Rate AT CLEANOUT maintained and amended as needed to provide effective LEVEL 1' ILTER FABRIC 5 Z. P Lime 1000 Ibe./ac. �7 ,\O'tJ' control of accelerated sedimentation until the contributing Fertilizer (10-10-10) 800 lbs./ac. watersheds are stabilized. Mulch 1.5 tons/ac. 2. Construction Sequence: Permanent Seeding A. Notify Engineer, Owner and Land Quality Section prior Common Bermuda to beginning construction. CROSS-SECTION OF STONE OUTLET SECTION y1 B. Install stabilized construction entrance(s). (Unhulled Sept. 1 -April 1) 100 lbs./ac. _ 7 _ i� (Hulled April - Sept. 1) 75 Ibe./ac. 1_ - / Q) C. Silt fence shall be Installed at edge of clearing where so- '- �tx Rebel" Fescue 50 lbs. ac. indicated, on all down slopes Immediately after area is cleared.mp y / Sediment Trap Detail 6' Silt fence shall be maintained until the area is stabilized com etel Rye Grain (Sept. 1 -April 1 only) 50 lbs./ae. I 0. Construct sediment storage devices. Grade streets, includinglnstall German Millet (April 1 - Sept. 1 only) 50 lbs./ac. �jJ�� 3 1 2005 swales. Install storm drainage piping and outlet protection. Temporary Seeding `L'•% r E. Immediately seed, mulch and install sad liners in swales.. Dec. 15 -Apra 15 NO SCALE %jJ o� �--- F. Maintain erosion control measures as needed to assure Kobe Lespedezo 50 lbs./ac. ( / W full functionablility. Rye Grain 100 lbs./ac. -•- - - -®.__ G. Place CABC over compacted subgrade. Install asphalt April 15 - Sept. 1 surface course. German Millet 40 lbs./ac. - O l7 U H. Rreseed and mulch shoulders and ditches. Install liners on Sept. 1 -Dec. 15oil , fertiling swales end provide ground cover on all exposed slopes.) Rye Grain 100 Ibe./ac.I. Seed, fertilize, and mullch all disturbed areos within 15 days 4. Contractor is responsible for maintaining gill erosion controlT M � �ILJI ILJIof completing any phase of the grading work, measures and amend measures as required to preventJ. Permanent groundcover for all disturbed areas within 15 accelerated erosion from taking place on this site. Contractorworking days or no more than 90 calendar days following inspect all erosion control devices after eery rainfall event R CN SITE DATA completion of construction. repair, remove accumulated sediment, or supplement measures NOT RELEASED FOSTRUCTION K. Remove all temporary devices after permanent groundcover may be necessary to prevent erosion & retain sediment on site, ACREAGE=19.03 AC is established. 5. Once all areas have been stabilized, contractor is to remove IMPERVIOUS SURFACE = 207,274 SF 3' g�0 5oec`�� temporary erosion control measures, regrade, & mulch to GRAPHIC SCALE Apples y lime and fertilizer and work into 4-6 Inches of son. Seed restabilize these areas. PERCENT IMPERVIOUS = 25.0% mixture shall be distributed uniformly and covered with a clean 6. For additional requirements, see the approved eroslon DISTURBED AREA=14.3 AC straw mulch. All mulch shall be crimped or asphalt tacked to help and sedimentation permit. hold in place. Material and application rates are as follows: 50 0 30 60 120 240 OWNER DEVELOPER: SURVEY & BASEMAP BY: L. ARDAN DEVELOPMENT, INC. PRESTIGE LAND SURVEYING, PA 104 CLUB HOUSE DRIVE 501 W.B. MCLEAN BLVD. IN FEET ) CAPE CARTERET, N.C. 28584 CAPE CARTERET, N.C. 28584 1 inch = 60 ft. REVISIONS L C) � Qo Cr0.7T Q1 00 Uj C LLJ 1 01 0 E- 4-1 LU Ls z F-- X 0 m U- U 0 LU � z = 2 4-JLA > E_ -� O O 0 N U > a LL1 K) = Q' LLI LL_^ 4JGj > i;6 U O a L l It L) Z c o Cad C N Cc ) V 0 Q O N Cy .p ct c) 0- ;-, _ Z � O � O 3 o 1v U Imo. 1Aj 3 � M > 0LL- X LD (/) Of Q ED Z o_ LLJ (10 w cr- SCALE: 1W 60' DATE: 12/9/2004 PROJECT: 04-0128 DRAWN BY: JC/DKN SHEET SUPPLEME14T 1 OF 1 W Q In O L6 (M O CD O CU \ cu •4 CD 3 Q1 In d / 0) 0 / LA y i Q R/W THICK SECTION EXISTING ROAD ' 12' MIN.' (SEE NOTE) PLAN VIEW 1. Stone size - Use MSHA size No, 2 (2-1/2' to 1") or AASHTO designation M43, size No. 2 ( 2-1/2" to 1-1/2"). Use crushed stone. 2. Length - As effective, but not less than 50 feet. 3. Thickness - Not less than six (6) Inches. 4. Width - Not less than full width of all points of ingress or egress. Minimum of 12'. 5• Washing -When necessary, wheels shall be cleaned to remove sediment prior to entrance onto public right-of- way. When washing Is required, It shall be done on an area stabilized with crushed stone which drains Into an approved sediment trap or sediment basin. All sediment shall be prevented from entering any storm drain, ditch, or watercourse through use of sandbags, gravel, boards or other approved methods. 6. Maintenance - The entrance shall be maintained in a condition which will prevent tracking or flowing of sediment onto public rights -of -way. This may require periodic top dressing with additional stone as conditions demand and repair and/or cleanout of any measures used to trap sediment. All sediment, spilled, dropped. washed or tracked onto public rights -of -way must be removed Immediately. Temp. Construction Entrance 12 GAUGE 4'Xe OR 2'X4' WD.OED WIRE HOOKED ONTO PREFORMED CHANNELS ON METAL POSTS OR FASTENED TO CEDAR OR WD00 POSTS WITH NO, • STAPLES. 2' MINIMUM L NO SCALE ci s�r_o_oevr_ Anne ONLY SUPERPAVE ASPHALT NIXES ARE ACCEPTABLE. CONTRA4TOR SHALL FURNISH NCDOT OWNER WITH APPROVED MIX DESIGNS FEW ASPHALT SUPPLIER. CONTRACTOR'S SUPPLIER SHALL EMPLOY A CERTIFIED ASPHALT PLANT TECFNiICIAN TO PERFORM QUALITY C CONTROL OPERATIONS AND ACTIVITIES AS REQUIRED BY NCDDT QUALITY CONTROL THEDURING IfC NT Of ASPHALT.SHALL E TECHNICIAN BSHAALL PERRFQiH HS ROADWAY TECHNICIAN TESTINGTA D ALL TIMES SUPERELEVATION NOTE, i DOCUMENTATION AS REQUIRED BY NCOOT'S QUALITY C13NTR0. PROGRAM CB UNE SHALL BE SUPERELEVATED TO URCISPEFICED ELEVATION WHERE SPECUICALLY INDICATED ON PLAN 50' RIGHT OF WAY _I SEE SUPER - ELEVATION NOTE\ / GO O� z JQ NCSR v 1714 NCSR 1113 44 C NC HWY 24 BOGUE SOUND LOCATION MAP ✓- �n \ \\' Q� NOT TO SCALE y.. ., }.29,1 I \ \ OQ ' .°� 126.t TYPICAL SWALES SHALL HAVE 3:1 SIDE SLOPES. 6 s2��O \ /p WHERE SPECIFICALLY INDICATED, SWALES SHALL VEGETATIVE STABILIZATION HAVE 5:1 SIDE SLOPES, / ¢2717 +27.1 �a \ 29" \ PER SEEDING SPECIFICATIONS WIDTH AS +' 2ti... y+l 2$ ' 25,.f..1 ° 27.2 ryry \ 29.9 ASPH p CL"B" STONE 6" SHOWN ON J� + ;sal° n� 27..a + 2\ + \ 1 1 1 V \ '11 4" 8 .... - .... ,...°.. ,'..: .g. • +, ,., . �. + .. 2 t�i 2 MIN 2? \ \ \ AS REO'D CONC. CURB 3.000 PSI .2 1 & GUTTER 3,000 PSI CONC. ti' +25.1 CONC. �� 25.4+ SECTION A -A SECTION B-B 23 � '' � 7� 1'26.{ PELLETIER �\ LINE CENTER OF SWALE W/ /.}, 4 + / \ PROPERTY 23 �l� 6 2 \ SOD (PIN ED TO PREVENT DISLODGEMENT) `' \ BOB OMTWIDTH YP CAL(B) Flume Detail 26.4 ; 219 6 NO SCALE 5. s \ \ LOTS 7, 28 ALONG S� �.� +22.4 9' \ �a.Cl \ ;.,.� �\ LOTS 27, 28, 29 dt30 . ., atL.s r. +21.ii 1100 2 t 2 I�' BAON \ Swale Detail 27.s '"` 2 1N Bp1�M.18.70 2 6 A, \ NO SCALE s ' z 4 Pr 4 '' ry`b o oM' . , s.1a \ c� 7.4 �y i✓,r3 as Z L 2"." `I` 24,3 '4j� ��">;L>51 I P.P 1.4� 1%Silo 6 TOP 22 0 !v "" GB:' I f �" "24, i i 2 o / A WA'3Tfi I►flEf, �Li '' I z a7 '' ,r SOW AREA 7J+t ' Iy �G5 REVISIONS Feb. er Land Quality Feb. 11, 2005 Per WCWC Feb. 15, 2005 Per Land Quality Feb. T5, 2005 er Owner March 9, 2005 Added notes per DFH/PWS. L' 12.0' 1.5" SF 9. SA z' PAVEMENT 10.0' SLOPE SLOPE an Y . y� 6" COMP. ABC STONE BASE C&G I I C&G 20.0 24.0' Street Cross Section NO SCALE A o: 8' B� i� r !�IW- • .1 ISO, d�2U 5. . \\ \ N \ ' s P.P. 5 \ ` 1AS \` V \ +'\ Q 28.2+ :1.: 1t1.sk \ S /A 26.1 �• \+:T•1.: U. 9V. \ \ 0s,.\ \\ 91/Of, 1` 2tt.5 +o 2 7.5 • \ \ /O 'Po 30;5 PVEGETATIVE SPECIFIC ABII STABILIZATION ONS �- / { c.: \ / i 2 i, S / 1qP STDyiX? t 1?:t l , • �3 O 1.41G + m, tONs� �er 11 b 20_`7 + ., �_" ' /� / j• 9 + / / ( ITO pP,M i 1 tit^ % 'r . {3 Mo. O 4 24'.Ffa Ids L ,+ / i .7 / �. �i 1 aLJI� ✓ �h \ �c 23 // 2' wc 21.0 c ti I o. G �✓ 25 \ I `� J N } I o �"/ E� o 1.Mon. °`'t..1R^ o 0�54� o `Y ' _\,�l F�1lJ `�� I�, 20.t:� go % ;ti F 2o.'s I ,}.. Z °I. S�/may a:�" 1":'i.3. \ .ii^� // 1� ' \ +J,/' D 23,2' 2.3.. � 23.ti 22. a� / t�G4' / ..•.i3.3 F o rnN2 3 0 40 �j•�b 2� / I ggL� r.7 \ LL . Q � � /�e",+map et# .eon ""• .w. '+fit` ,.IINW . •I+ � N 1- "sea. "� q�C �\\I N r oo P.P. 7F�l,kg }' ARING LIMITS3 _ ! � k+25.8 ///h \ � % , , G/ 'I r 27.' .rL+,l9 ,:-- MAIM �M S_ ,-�- 4 T��`,.yam � + 25,3 30 � �i ,,/ �f 28.3 �I ` 1 + 24'•? 1---,/G/A 28 `3 t r.Y i +2 rn / ,16 t s 5 in ? * , //� 28.5 2 0 :�;i ,n 00 N +22.5� /'-- �� y�` rti •"- + � + 9 lo 00 24.8 'to O N / / , y 2 4� +28.2 .y. 2d.t; 22.:5 +23.4 `1' 2i.9 23-4 CV / r / //// k;49 i 1.5 1 V• 29 }° ;� r /� !/' + 21 1 \4.4 7 / C;i.1 ) w w 8 27.s +24.5 sx N A \ ,t; + +25:268 //\8 /2 P. 0* //Ei4\ �\/ \` +2 "/ �••"� / �� + 5 ` 2.6.4 ,err. ' .. • / 14.5 4.E '1` `6'- d 3. to q. ,. + 16.zd � 27. / \ � � }° �\IS 6.2 24.. t 2#i.2 / \ L\NG v >s.b + 27.5 n; { 24.E }•d14,2 '� �� ! N 1"2i.r / s/ \ � +26.4 +17.5 it?.1S _r ' +. h + {/ j era" + %4 2415 a.4.:s �\\ik , +2ty. .r ` "•,. ^". 24.9+ +25. + • 4 ,2 + 24.E +lzlel T r,• 6 } 1 + 24 4 4 25. \ / - 24 ',?4 -0 °>; < 3L1 u X \ .25ti �� Oka �' +25.2 2.3 ��ti 21' WN.\ NATURAL GRADE 4i L - Q J a€8 3an + 6. � �i. 24.5 "I` 25.Ei �: 'sT1� •d• « COVER WiTH SOIL AND TAMP BACKFlLL. A,)' � R ' m r + 2d.9 / CARRY e' OF WIRE INTO TRENCH. �� /3R�• + �i� ' :Lv.4 ,y 1 lJ ♦ .> / me � x� ma* +2 ''�'2:m„I /\\ ' ' CARRY APPROX. 12" OF FABRIC INTO TRENCH y 2v + 25,4 •}. - Z f�V il. ., k +.: y �� \\ . ; 1:5' 4' MIN. METAL, CEDAR OR 4'X4' TREATED WOG) POSTS AT B' 25A 2b 25.5 ' OFF CENTER MAXIMUM. CEDAR AND WOOD POSTS SHOULD" • j i.' ' BE 3' DEEP MINIMUM.. 1 j }'Fj \t'� ". •_, N yF r + + + 25.4 +26.1 PR\ G �.. +25.9 �2�?9 i22,i \ FILTER � ' , ••• 1.1 SInF ��-- VARIES B►I �-BOTTOM 18,70 Infiltration Basin Detail NO SCALE ULTRAVIOLET RESISTANT (BLACK) MIRIFl FABRIC OR EQUIVALENT SECURED TO WIRE WITH METAL CLIPS OR WIRE AT 8' OFF CENTER. MAXIMUM SEDIMENT STORAGE LEVEL REMOVE SEDIMENT WHEN THIS LEVEL. IS REACHED OR AS DIRECTED BY INSPECTOR. y. +26.2 ,Ni Silt Fence Detail"`26. ' 4 I >a t ., :...;. ' 0 t 2. 1 23.S NO SCALE u� ; CLEARING i Y1� .` •. 2&, +27.3 +. 26,9 6 24 -1. a11,,.x., 2,1 0.7 ��J\1c� 2 4 &EX'A19b LIM(TS: »• , + 25.9 xw O ° 2Fi.7 "R �,aPrA' P ? +2b 12 [ 26.6 qq,, 26 + 23.4 .N� O t1ta 1t �26 4 �� +' \ \� 26 1?' "2a,4 1 25.t O O `` lume \,6 _ +7� A l \fir; +"24.9 24 24.d +22� 8 i'22.9 26 i7\I N Sediment Trap 3 EARTH EMBANKMENT & STONE OUTLET SECTION / 27.i3 \ \ 1L1c 4.:� g- - 22 _ y WIDTH do L NGTH Ei.! »7,k +27,2 ` ' �LaMt \ M dti.6 �"24.^9 Width =i14' i'22.t1 fl J2 PER PLAN sC�pRING k•. \\ O Dept �5' + + 26.5 : + _� °` * 27 i ¢3.5 UE \ * 22.E INLET 27.7 2 . .� 1� p8 2 -,• -- FLOOD POOL - a +26.3 + 2t6.�:1 \ +"' 21.1 168.5 „ - a•3,0q. t ft.i +°., N 83'27'34"W isz - iN IIER FACE EL 2 G r. 18.4 N 90.7$' 26.22.{ 19,7 �� P... 27.2 i 1� :. + . 10.:�.I, $ \ . �� EROSION CONTROL NOTES SET TAKE ■ 2, �� a7 3,2 2ts.. �* \ 3.4 9 1. Sediment control devices and structures shall be Installed, AT CLEANOUT Ln +26t �, }. s ,A y97' r/1 maintained and amended as needed to provide effective LIMT:rial Application Re LEVEL 1000 lbs./ac. l + ��"' + S Off' control of accelerated sedimentation until the contributing Fertilizer 10-10-10 ,L,. 10 ° 1 2 7 ° 1 1 '\ watersheds are stabilized. Mulaln ( ) 600 lbs./oa Length 20.0 2. Construction Sequence: 1.5 tons/cc. 27.5 }, 2' 4"2 g A. Notify Engineer, Owner and Land Quality Section prior Permanent Saedlna + 14' Common Bermuda 3000 P.S.I. CONCRETE 1 , � a.8 O Depth = 5' to beginning construction. s' 7.4' > ' 26 ep 19-4 4 B. Install stabilzed conetructlon entrance(@). (Unhulled Sept. 1 - April 1) 100 lbs./ac. 7+ 1-1/2' BCSC Superpaw Type 59.5A + � C. Silt fence shall be installed at edge of clearing where so (Hulled April - Sept. 1) 75 lbs./oc, 6' Sediment Tray 1 26.5 }.,, k Q g Robed Fescue e' AS 2A 2,3.Ei 0 Indicated, an all down slopes immediately after area to cleared. 50 lbs./oc, 12' ' �+ % 2.7,{ Length = 51' 2 R Grain (Sept. 1 April a . , , + 2 +� 'S O Silt fence shall be maintained until tins area le stabilized competaly. ye (eP - AP 1 only) 50 �/ac. • k. 26 Width = 1 T 24.0 2 fib` ��' D. Construct sediment storage devices. Grade street*. indudinglnstal German Moist (April 1 - Sept. 1 only) 50 lbs./ac. 2 ; *' �° " Depth = 5' 1 swales. Install storm drainage piping and outlet protection, 19.0 E. Immediately seed, mulch and Install sod liners In Swale*.. Deer 15 -Apra 1 k' 24 ` 19,4 F. Maintain erosion control measures as needed to assure Kobe Lespedezo 50 bs,/ac, 28 �= + 0'1 13'37„W full functionabiHty. Rye Grain 100 lbs./oc. r%A\ 9, 75' f' 1 ��_ - 4 S S3 G. Place CABC over compacted subgrads. Install asphalt April 13 -Sept. 1 COMPACTED SUBGRADE ao LF 5 1 0.3 55' surface course. s' ABC - SWAB o 110. German Millet 40 Iba./ac. s Lv _ `O.SOx N H. Rreaeed and mulch shoulders and ditches. Install IInero an Sept. 1 - let 15 - _ 20,0 RV all remalning swales (and provide ground sever on all exposed slopes.) R Grain S 4 N 81 6'46"W + 21,2 �� I. Seed, fertilize, and mulch all disturbed areas within 13 days 4. Contractor is responsible for maintaining ail[ erosion control /on I � eQCi of completing any phase of the grading work, measures and amend measures as required to prevent \ 06 R J. Permanent groundcover for all disturbed areas within 15 accelerated erosion from taking place on this site. Contractor 1. CURB AND GUTTER ONLY To BE USED N A� ' working days or no more than 90 calendar days following IN AREAS SHOWN ON PLANS 68• 61 �\ Inspect all erosion central devices after every rainfall event 2. SPILL GUTTER TO BE USED IN AREAS �2' 20.i 5 63 SITE DATA completion of coney devices repair, remove accumulated sediment, or supplement measures WHERE CURB IS SUPERELEVATED. %� OS")V � K. Remove all temporary devices after permanent groundcowr may be necessary to prevent erosion & retain sediment an site. ACREAGE=19.03 AC is established. 3. CROWN DRIVES UNLESS GRADES INDICATE OTHERWISE. '24' S. Once all areas have been stabilized, contractor is to remove Curb & Gutter Detail NO SCALE IMPERVIOUS SURFACE = 207,274 SF 3, Apply Ime and fema rtilizer and work into 4-6 Inches of soil. Seed temporary erosion control measures, regrade, &mulch to PERCENT IMPERVIOUS = 25.0% mixture shill be distributed uniformly and covered with a dean r*stablks these areas. Y 6. For additional requirements, see the approved erosion DISTURBED AREA=6.2 AC straw mulch. All mulch shall be crimped or asphalt tacked to help and sedimentation permtl hold in place. Material and application rates are as follows: OWNER EVELOPER: SURVEY & BASEMAP BY: L. ARDAN DEVELOPMENT, INC. PRESTIGE LAND SURVEYING, PA 104 CLUB HOUSE DRIVE 501 W.B. MCLEAN BLVD. CAPE CARTERET, N.C. 28584 CAPE CARTERET, N.C. 28584 aVERFII I 6' 1.5' MIN. �:�..+ or b:�, :tea IIa♦I •:'®a ®iM��i.iarl�. '• • • • • • .IN 19.4 , . Ab • GRAPHIC SCALE ( IN FEET ) 1 inch = 60 ft. Q a. L_ t00 pl . C NO) 0 In I Uj N rNry Z W W U O 0 ^, V/ _ 4J CL Z v .0)03 � c � X =U_ w j = 2 0 f0 o ,a o0 O U L >� W N WIO c W Ili 0 M M 4- J I . U O _ a. `,Il 111 lli ill,` Q Q Q 11111 llllt�` O Z a. ;..q 4 W X Z 0 OO v Uj Q Z Q 0 I 0= 0 f"d t o� p X Q p �z Z Q a� O U a. Li Z N Z Li O o o (� Uj Z Pool w oW 3 N Z SCALE: 1 " = 60' DATE: 12/9/2004 PROJECT: 04-0128 DRAWN BY: JC/DKN SHEET 1 /4 �1 i n i L7 LLJ Q 0 L6 (y) 0 Lf) 0 C) (U C\ N m 3 N Ut d 4 / m 3 Ln y d a a, L Q OWNER DEVELOPER: SURVEY & BASEMAP BY: L�14 ARDAN DEVELOPMENT INC PRESTIGE LAND SURVEYING PCLUB HOUSE DRIVE 50t W.E3. MCLEAN BLVD. E CARTERET, N.C. 28584 CAPE CARTERET, N.C. 28584 GRAPHIC SCALE ( IN FEET ) 1 inch = 60 ft. REVISIONS Feb.er Land Quality Feb. 11, 2005 Per WCWC Feb.ua115, 2005 Per Land Feb. 18, 2005 Per Owner (Mnved re hydrnnt) March 9, 2 5 Added nntes ppr D N/PWS. Q L 0 v rn0 ai .C: M I N •L w 'CV C U N +� Lu CL z � X CA M L" U W r>3 N s 2 c Z }- 4—d �C 3 0 0 �0 0 t0 Lo uL1J r o N M O� ro ' C a, 4-J `. U.) S M 13 U O _ CL VC) O $ F d.1 ¢ 0t W - a-00 C S: Z g W Ld Co w LLj -) w ^;-4 W r� v z O U '' ^^ V 1 rrc V Cr ►u1 U O Q o r W Z O 0 O" 2 3 Cd Q CL z O � o(f) w w a 0 w Z 0_ a w w SCALE: 1 " = 60' DATE: 12/9/2004 PROJECT: 04-0128 BRAWN BY: JC/DKN ,all SHEET 2/4 F- W e CD N 1;4- 0 0 N UN 0 O 3 ZS v N 4 c c c 3 c c c + a v c a c c c S c d c c R u a c S C. Z S c i L 0 Lv r-1 'C) U I cu I 0 0 N 1-N /' V • 4 0 .--1 1 0 - ^u^, /W V d 0 (d 1 c0 CD / Q M REVISIONS C) 1 WS3 SS330 s � I IL coNldaa a 3dobs d38V Mil �d01 t1321d 31S'd 311-8a ,. 0 I � l s 1 0 CA ± 0 8' Flume-- ;, e ,3 ri 0)c u U, co 9Z d N 3n,� 5 :, N •L w N M 0'00 Z L �• 4® a o v 0 c •- L w rn % k �• U D s�• s = �d n � 26 � LU f N = 2 Z >: c Q c0 (A E 3 0 o 0 °uj 0 µ ,r U ;o W� `` 0 -- w ti6� /02 M � n rn Lj CL ARDAN ®AIDS DRIVE ARDAN CIRCLE f SCALE HORIZONTAL = 1"= 40' 4,SCALE : HORIZONTAL = 1"= 40' ' VERTICAL = 1"= 4' a VERTICAL " = 1= 4' _ �v. ,P� s , e �00 40 - , 40 _ '- 11 II II. --}------}-----�-- I1 1I1 II II1 1II I1I II1 I1I !HIGH 1IP01NII Etc1 = 676 II1 III 10�3 OINTSTAla F7.11I1IG .I .II .I1 11 I 1I II II II II .II jM I II I II I1 II I I I II I1 II II II II I -I II II I I 1I II I I I 1 I I I I I I I I F--}--�1 -r I I I I I 1 1 1 I T-T�-T-l-rT�� I 1 1 1 I I I I I I 1 I 1 I 1 I I I I I I I 1 I I 1 1 1 I 1 I I T 1 I I I ��- I 1 1 1 I I I I I 1 I I I , I I I I I I I I I I I I VI :S A =' 1 I I I I I I I 1 1 I I I it I 1 1 I 1 I I 1 1 I 1 I I 1 I I I I 1 I I I I I I I I +- j 41, 1 I I I I I 1 I P STAI - 1 +34.174 I I I I 1 i 1 I I 1 I 1 I JJ I 1 I YIVi E V I I 1 1 I I I I 1 =I 27.0 1 1 I I I I I I 1 1 1 I I I I 1 I 1 i I i i I i i i i i i i i 1 1 1 I I I 1 1 I i I -- i i i , 1 i i i i i i i i i i X\4 V =i 23 9 i i i i i i i i 1 t } i i i i i _' i I 1 i ; ; 1 I I� I I I I 1 PM EUV = 125.41 I 1--4 I I I I I 1 I I •r = - 1 I I I I I I I I I 1 1 I ---� -- --I 10�.00 IVC I I I I I I I 1 1 I 1 I I 1 I I T I I I I I I 1 ' 1 I I 1 I 1 I I I I 1 1 I 1 1 1 1 1 1 I '' 1 i i I 1 1 1 I 1 I I 1 1 I 1 i i i i i i i i i i I 1 I I I 1 1 I I _ I i 1 1 I 1 i i i I i i 1 1 1 i i i 1 1 I 1 I I i i i i I A.DI = .2S i K 44144 1 1 1 1 1 I I i i 1 I I 1 1 1 1 1 1 4OW POINT ISTA 2+ 3.711 i i i i i i i= 1 i P ST 83 1 1 I 1 i i i i i K? 44'#4CIO I 1 1 I I I 1 -� I 1 I I -I .��-- I 1 IT� '-f-rT�'-{'- I ITI-1 I I I 1 1 1 1 I I I I I 1 1 I 1 I I�"�-f I 1 1 1 1 1 I 1 1 I I 1 I 1 1 1 I 1 I I 1 1 1 I 1 1 1 1 I 1 I 1 I I 1 I I 1 1 I I 1 I 1 1 I I 1 I 1 I r 1 r I I 1 1 I I I I 1 I I 1 I 1 1 1 1 I I 1 I 1 1 . 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