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HomeMy WebLinkAboutSW8880805_APPROVED PLANS_19880819 STORMWATER DIVISION CODING SHEET POST-CONSTRUCTION PERMITS PERMIT NO. SW8 SS Tso�SoS DOC TYPE ❑ CURRENT PERMIT © APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE I q YYYYMMDD y O so cc g 1 V Co O N M LR%3'1* V4 MR 000-T Ln OO N mUEt6NryCROSS SECT. TRMNME PAVEMENT ` �-�DETAIL R/WniscQ y T"W I I Q � N EXISTING ROAD o cu co ROAD CONNECTION CO a DETAIL nts V i LOT 3 i i 3 LOT I LOT LOT4 * 4W PROP 54' 24•` RCP CULVERT(FLARED) i t �OfO 10 _ AIf00 _ +2+00 i t �2+66.32 t !; c ( IFt t Lcr OT , RECEIVED; J z i AUG 0 819W it O LOT 7 LOT 6 1 < Wilmineton Regional OfRt� t 5 LS IN 0 11 IS p LANDING COURT Z PLAN & PROFILE Tn� AUG 91955 s` D E M Z g SECTION A-A 'RpJ # 5 -j� 0 i f STAI+50 a Q O P.V.T.ELEV. 16.06 a STA 0+00 Li j INT (LNCSR 1505 J r ELEV.- 1T.62 prrrurrrrrrr O sTAofIT IOo' Vc ' ��.•` �N CARO•'•.; W EXISTING DITCH _ O PROP RCP INV. "� O tST z m ELEV. 1394 PRO. GRADE �'� ` Z Z s J �-- 20 EXISTING GRADE 0 �a0 h� a MAINTAIN I' .o ,COVER .3 q: �� ,� � $uN't ay1�J o S —1.04% .29% • N./,r7i@@':N` --------------- DITCH GRADE 7-2Y 8� 15 24°RCP 9� , 9 �s. PR D SL*1 A /`' date r - 1 rev. drwn NOT FOR CONSTR TES cc It I `( T N a W v, M N o W Zo' V C/ I O,{ chkd N �� trl, N N9 ♦ � .f 9 99 99 0' CAM sheet 0+00 I+00 2+00 2+66.32 - CUL-DE-SAC DETAIL ntS Z of 4 1 proi.no. 85 11L "^ o'lc 7�+vnc5w r / � NOTES: 172 r � ' 8 t •' V1 - TOTAL ACREAGE.......7.25 ACRES �� MININUM LOT SIZE....15,000 S.F. t ' �� -ice - I LOTS TO BE SERVED BY COUNTY WATER , CI o du - LOTS TO HAVE INDIVIDUAL SEPTIC SYSTEMS \ ' y�y ? •i--I 0 ICU SETBACKS A _• �" g Oa Pw 411 V %D oz - �6 ' w FRONT...........25' cq ` ... e S y SIDE............10' NN P° ,e,, ,- �SIDE STREET..20 0� ., 00 a REAR.............20'to v O I SITE QC0 to a O l9 Aan .`ng 00 _f 0 ICU O co , DO r I VICINITY MAP z 2° w w I N.`f.S. CD r--i 0 N LOT 8 ao 0 I h a o T 9 CD 210 568.17 S.F. 21 ,475.41 S.F. o 3 N N 0 I CURVE TAB!E CIO H o ' � cu � a 0 LOT 1 O O O I \ CURVE DELTA RADIUS ARC CHORD TANGENT CHORD BRG %0 O O 21 ,903.93 S.F. � 1 79'48'15' 50.00 69.64 64.15 41.81 N 49'04'52-E N Ih2 51'08'28' 50.00 44.63 43.16 23.92 N 16'23'29'W 3 119'35'01' 50.00 104.36 86.42 85.B8 S 78'14'47*W • .~4 O I 4 14'35'29' 25.00 8.37 6.35 3.20 N 25'45'01*E 5 55'56'15' 25.00 24.41 23.45 13.28 N 61'00'52'E x a LOT 11 ^�w 23,699.33 S.F. 0 I, `° 0 0 g a N ^ob . �06 '9322 I Certificate of Ownership and Dedication a p S I I (we) hereby certify that I am (we are) 0 Z the owner(s) of the property described °' S �g 4p004 2A�a I hereon, which is located in the subdivision 0 51_ E jurisdiction of County and that I z 233.24 3 E CEAIETARY a 29 36 w I I hereby adopt this subdivision plan with my Do o N N free consent, established minimum building r 1 cr /'\ w rn O I setback lines and dedicate oil streets, al'.eys, o walks, parks, and other sites and easements to LC w 00 h 0 r I public or private use as noted. N N LOT 12 4 20,463.35 S.F. 35g" 2� O LOT 7 p � N I 5 E D r- - 15,282.92 S.F. U0 I Date f v� M N a313 N �0' 2g � � LOT 6 � 0 I �. I CIJ to NU71 zoo 0 N 0 0 15,000 S.F. N Owner = 0D O� M 0 07' 59" E 0 I i 0 m 'z N 83 z I I, Charles A. Rawls, Registered Land Surveyor, hereby � to 159.17 LOT 5 certify that this map was drawn under my supervision En C5 z 19,200.2 S.F. 100.00 from an actual survey made under my supervision. That m a En I 15.6 118.34 the ratio of precision as calculated by latitudes and 1 S 88' 5 0" W departures is 1 j 10,000+, that the boundaries not sur- Lai xZ ve ed are shown as broken lines lotted from information N o0 140.3g ` LANDING C b JRT found in Book Page p , that this map was pre- a0 ° N 8 50 ' R/W pored in accordance with G.S. 47-30 as amended. Witness Q QD `� 0' 49' 15" hand and seal this ____ da of __________, 19___. 0 N LOT 13 W N 88' 59' 00" E y y 19,720.59 S.F. p I Signed C' p 69.29 97.22 Do Charles A. Rawls L-2491 Z X z U J61 N I ® z LOT 4 n U C3 o I S 88' 43' 40" E 0 18,500 S.F. I LU � 157.11 Lu � 0 w w LOT 2 0 LOT 1 w (\ p I 0 0 17,307.83 S.F. LOT 3 0 15,682.32 S.F. p . I ® ?.� cn w (a 23,244.17 S.F. 0 o vi -0 o �� U. v O N r � o N I North Carolina, ____ __ __ro County. '� LOT 14 ro N N' ° 0 (a U, I, _________ __ _ a Notary Public of the county 0 io ro 0 0 P o p I and state aforesaid, certify that Charles A. Rawls a N N 20,000 S.F. N z �� o Registered Land Surveyor, personally appeared before m6CN I N 0 D n I this day and acknowledged the execution of the foregoing Q o z instrument. Y - - - - - - - - - - - - _ _ _ - - - - - � 30' INGRESS-EGRESS EASEMENT I O M Witness my hand and official stomp or seal, this -_--- day 1n 157.11 S 89' 21 ' 16" IN 50.0 of 19_. I 40.00 98.9 r za N 88' 43' 40" W O.Oq 120.20 109.70 N 88 S9' 00 E _- L 3C I I I I Notary Public I 3 My commission expires •4dAj4paC14 p•••. 1- - - - - - e�� CAR f N/F WILIONSON I N/F RUSSELL o � ��• • - THE FOREGOING CERTIFICATE OF tea... D8 741. PG 236 N/F PEEBLES • Oi_ ST �/ �i� I OB 455. PG 482 DO 490, PG 391 I 'c= �G1 I IS CERTIFIED TO BE CORRECT. FILED FOR REGISTRATION 1< PLANNING i SE I AND IS RECORDED IN MAP BOOK , PAGE z YAPPING e I SLIDE THIS DAY OF ee„ft SURVMNG Health Department Certificate �I AREA RESS C RJ� v i 19-- AT _ 0' CLOCK __M. date Based on general soil evaluations, this I ,� ,¢ ..+•'P�.`� I o111111 e 1 -so subdivision appears i ,'''4$a� V• I REGISTER OF DEEDS J CAR to be suitable for septic tanks subject to j_ _ _ _ _ - - - - - �g W individual lot evaluation. ` 7'Z-g- o - - 0 abeam 50 25 0 50 100 150/�J\�� D date PRELIMINARY AND 910 SCALE IN FEET PLAT Health Official BEAR CREEK 1 - 85-192 Etp cl cu 15 / INVEijT f�.03 ` N^5°r5'r3"¢ 1987' , rJ 0 e•i N22°!3'41"[ 3863 1R4T 37 88 /14 cm 1co - / - - - _� " 1� f/ f / - -i/ mil ". /�/ //_�,• ff t _ o� - � i t U . - _ ; ,>• ; /I / / / rill ATLANTIC OCEAN C� Z Z g l �� - 5 VIC1. INITY MAP } d r ca w / - / / 4! � 'i ! L / �! � _ _ 11 I 'r� z / ! !- �` ' ! CUR LeiIN ! F. a W / , 1 ` / 1yr SEEIN AIf// // - _ M - DO.490, 1 39t 1 - - - • N PP m ci LEGEND - - - w 64 E� - EGM-EXISTING CONCRETE MONUMENT 'm" _• ; - T p�r•6' \ - , - - \ \`lI ELP-EXISTING IRON PIPE p 4}, w N0 - ! �N - - SLR.- SET IRON ROD CEMETERY ^°� s - �},\1 PP- POWER POLE - - - - - z `: i - / - - r E Pp` ( ` f- - n, _ - +a�,�\ t —P- -POWER LINE S15 / 6j'», SR REFERENCE T .5 DO. 213, PG. 138 2.34INAG m\ _ / _ / f !� MEN f C 30 FL -r2 AZr CURTAIA( s i a DRAIN 3 SEE DETa�� RECEIVED Z AUG 0 8 1988 c` Wilmington Regional 6ff1 0 .1S wp '12I 7 w ECM 0 - - - - - ¢ 1 - :C O !09 / o ';t ; •1t"AMR 1 a _ - - , ! /. /-� - sr - - - \ ` O - � 1 \ 1 !! ! � 0 01 z 3 \ ! ' , I 2�"5� f PP W Z a f \R\ co 20�INE f t - f '� �j U a f t l �,Jo W „ BULKH 1 �'If a CONSTRUC ON t , ` ' L f _�_�— S � 919b� Z _l1J W Noo°a8`19"E 7.oT' i If f f � " ENTR _ - - Z.` 3d OAK ` / SEE DETAI . , 3F5 8�`� i� /� f��`f D E o = a V - _ f F' 1 - f _ _ - / /�� �4°� =_ —� it�+./ _ ( r ��,.nnnrr,,r Lu 27 IV Q' M \� - ' \\ \ \\ / p. f - yS ns (60 R/W� - PP Q - - - p m _ 5.1. �� �-- °y� 99. zi 50' �/ i' / - S .R y�JQS - P P M r I i i' SIPATS� n _ n _ SE m N89° 2�7 Ems_ OA - Z - - - - - S00PP °5235 W 3.65 '24'E 77.T8 EN0\\OFStATE M IINTAIN4ED-ROAfs N85°3423"W 6.38 S01°39 �` b • _ _ - _ _ ''`•,?�E.`�`.wA d,`••�•``, _ N/F NATHANIEL LINE AGREEMENT - - -- - - - - NANCOCK - - - - - - - - - - 7- 2 9-8y = PRELM INARY am _ . - 2D 3W.Y 8Q 1 1 50` - K _ TES - - - 50 25 0 - 25 50 - IGO 140T FOR COAVOTRUCTION CAR I< ARE 7aB1; D19'TURBE0 A V.BS ��� G� . Cc o v O/ N � M 50' LONG y Q I S' WIDE EXISTING 00 EXISTING r ROAD �� � " „ GROUND 8' THICK N `v Z WASHED STONE y ca m N ca 2 ' � '. rd EXISTING ^% EXISTING rn GROUND % 3d WIDE ROAD co DITCH N DETAIL u -=Mai y X nts 50' LONG m Ci CONSTRUCTION ENTRANCE CO n: B' WIDE DETAIL nts DITCH V . STABILIZED - - EMBANKMENT - - rRIP- RAP - - - NOTE: MINIMUM WIDTH Ole R!P-RAP - - -- s SMALL . NOT BE LESS THAN 2 PT - EXISTING GROUND 0#%iPATaR RIP RAP TOP SOIL DETAIL RECEIVED r w 30 STONE r r - AUG 0 81988 0 2i�M1N ! Q (FxPOSEa r Wilmington Regional Office S TIES/POBT - MIRIFI 140 QZ POSTS-B'0_C. FABRIC - CURTAIN DRAIN .� DETAIL nts .; . 0 = FLOW` : . x Ix I- BURY FENCE • - :•' : !r• r: 'fir V '^ FABRIC,60 Mgt. VZ 30 0 TAMP TNOROMNLY p C 0 r W � SILT TA FENCE SECTIUti to Q %TO ZZ j Q � H Z_ W S T iL• 3 In W y Cq � t - - ° ,GIST \ -; - - SEEDING SPECIFICATIONS SEEDING SPECIFICATIONS COW T. CONSTRUCTION SEQUENCK SE Chisel compacted areas along the contour and Apply seed at following rates. 1 ) Obtain grading permit spread available topsoil 3" deep over adverse for seeding date: '9 2) Install erosion control measures y SURD �1v: soil conditions. Remove all loose rock, roots 9) Proceed with construction �'�., ES p R,••° and other obstructions, leaving the surface Sept. to Dec. 65 LB/AC. Sericea Lespedesa 4) Stabilize all denuded areas w/ia ,, ° u,,,..,..•�P ,, reasonably smooth and uniform. Apply lime and 10 LB/AC. Common Bermuda Grass 30 days from completion of construction fertilizer at the following rates and six with 25 LB/AC. Rye 5) Maintain erosion control . R-1 [ 9 ! n date ere = the soil to form a well pulverized firm seedbed Dec. to Fab_ = 60 LB/AC. Sericea Lespedesa 203016N HTS 4" deep. 30 LB/AC. Tall Fescue rev. drnn_ 3 S Mar. to June 50 LB/AC. Sericea Lespedeza AUG 9 1988 Lime 4000 LB/AC: NCDA Agriclutural Line N 8 LB/AC. Common Bermuda Grass PRFL�M� cnkd = Fertiliser 1000 . LB/AC. 10-10-10 July to Aug. 12 LB/AC. Bermuda Grass 3 Phosphorous 600 LB/AC. 20% Superphoaphata >•Ro7 30v�� ,o sheet g Apply 4000 LB/AC. wheat straw as mulch and tack with 800 Pam�. et . ' GAL/AC emulsified liquid asphalt. T � �U3+ u1'vi. ► lc "v � E�1 q of A 01 SS - F12 of