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HomeMy WebLinkAbout14-19 Oversized PlansI- w 0 z w w IN w z 9 v SHEET I11DEX 01 - OVERALL •SITE PLAN 02 - EXISTINC CONDITIONS PLAN 03 - SITE & LANDSCAPE PLAN 04.0 - EROSION CONTROL PLAN PH-1 04.1 - EROSION CONTROL PLAN PH-2 04.2 - EROSION CONTROL PLAN PH-2 05 - GRADING AND DRAINAGE PLAN 06 - UTILITY 8, SEPTIC PL&N 63, I : S17q3 v�� 07 - SEPTIC DETAILS `E 08 - MARINA PLAN '•,. - 0 CAMA CROSS SECTION •, `, �\ =NANO / FX \ S`q pE 8UF ,cF fR v 0 N/F _Q2 s DELMA JAY & ROSA MORRIS O s\ PIN: 537502975116000 6, 30 " 0 $ REP lR DIG 1471, PG 1 7 7 • i1 A O 7 2 0 SITE WHITE OAK RIVER 0+ �S 8 e RAQ 37.0p VICINITY MAP (NTS) F • `• ,�� \ p 37.00 (D 8� ,o O o ,_ l`:.. REPQ / ' 37•p0 > ° �' 69 .00 v ` o AREA °�5'3 „ 2g e 0 o B s E LEGEND 37.00 0� F 50.00 37'0p Q e 11 0 96 9 Asp R r pR jV$ 2 0 1� 404 WETLANDS y 37.00 3, 37. 0p 17 0 0 h o " p0 I•� T DATA A h ,- ; 3g N 37. p SITE D s 0 .45 �' H28.99 LLJ TRACT AREAS / jI / N ` l II ,, / 7 7 ` O COASTAL WETLANDS TOTAL TRACT AREA = 12.04 AC'' 404 WETLAND AREA = 3.541 AC a 1 - it j llI Il /� l it i / I l l 37.0 ' 43 g 'o COASTAL WETLAND AREA 0.83 AC la I / I I li , I ,l/ O e H1Si > 3 0 PROJECT AREA - 488,481.84 SF - 11.21 AC / il� I l lll� I �Il it ll i i l� 6q o RES r HERS { I i l,l i il/ fill i t l I l l 111 l 37. y 4 6g 5 ROOM AREA WITHIN 75 AEC - 2.802 AC �lll ll l 0p 5 k { •• ; ` AREA WITHIN 30' CAMA SETBACK = 1.137 AC / l I l CJ l I oo �� 0 Q l r ! � � m ,�� llll// l 111 �lII l FLOOD ZONE f / �/ / .,�� � 33 / � lll,l I I/I/ illl W l i lll�l �`�' oo I ,� � ���' ��' �� ? .: � ._�.... i ., 0: a ti. l I l I l ll l zo. � v> O� ); 1 WASHED #57 STONE I l // l ll C+; I I I / l/ l 4C ��° `� "'� � ;� � ` 2 I , PORTION OF LOTS ARE IN A FLOOD ZONE AE ELEV=9.0' 1 I �1_ r j / ��- �ll,� l 111 �llll , ! l �z /i l� l// ll O 0 0 /' ` :,�< ^� 51.70 -r_... . F.I.R.M NUMBER 3720534600K WITH AN EFFECTIVE I �!'j l / l l l l/l / o �` SPACES a lull l I Ill / l l / l o �.:: � .. QCE l ,, � �� � > a ,• -r ..,< r ' � 513°02'42"E e I / EXTENT 'OF. 4p4 r l gy�u��l l l �l llI lQ; M �..� S..' I�. �„ l �l l� i l l Ill �Il / l / l 4�'s 0..€ 1 1 . DATE OF NOVEMBER 3RD. 2005. I � � � � I � .• � � / / , // , / I / / / 7 - •44 �, ! I I�,, 1 � 3 /: o � �, �ll I/ I / �� /llll / 'Q 11 '' �a� .' r .,` � �. ,...,.- t. ��� � WE;.�L AND L"I COUNTY ZONING j l 0 2 M I / / II / / / // r a l / , a� , ! ,✓ • � I� :w, ( _ 4l " I t r I /l / l /II / l l I / t PROPERTY IS CLASSIFIED AS "UNZONED IN CARTERET COUNTY j! I , / I l lI I/ I, I I s 3./ a0 IlIl I I l l l / IlI� 48 'Oo o +�► C+ . LL CART ," AN ! f : 3 '�. � �, �•�. PROPOSED IMPACTS , ' � � I � � OO WITHIN N 75' AEC: I z Q 3s.ppl 1 1 1 4g '°o es° o^..... DEVELOPMENTWI _ _ II i 66 3s a o o °� °< . t;, t •�• .e PROPOSED AREA = 0.463 ACI PROPOSED IMPERVIOUS - 0.008 AC (LOTS 31 35 FOR RV PADS) l" li I I Q 56 a 4 0° >' ` 21 0 SP 1i t_1 �i��A t DEVELOPMENT WITHIN 30' CAMA SETBACK: J� O ACES I o m e S r, Y u f {" f� O I 2 J�/� f '•.. ;, PROPOSED AREA = .063 AC (GRADING. BULKHEAD AND 6 WIDE BOARDWALKS) I O�' ,° oo �ti s <;,�= A '�• THERE ARE NO PROPOSED IMPERVIOUS AREAS _� I II I 1 i j s 2 ° - qR u o M O o° .� =° I �' 1 �'� �� �• �I 3 I o0 3s.00 22 ..,,, - ' LQj Z�• PROPOSED 404 WETLANDS IMPACT: �� I 3 �' SZ T .11 AC (FIRE APPARATUS ROAD 8 RETAINING WALLS) b s.o Oo o s .�� ti ti PROPOSED AREA - 0 2 P�' °�� s ��,':'�(¢�r. ! �Z �n •., PROPOSED IMPERVIOUS AREAS. FIRE APPARATUS ROAD SHALL BE CONSTRUCTED 'n I35.00o- " f'" �� THERE ARE NO RO I i ��� `2` TRANS I T I ON' FROM ,2Q' WI1� .,° RED PERVIOUS. -- -.I I'' 51 2 ^°° ' ,:,;'� `, .i �`„ iv ��� o EX. CONCRETE RAMP SHALL BE WITH wasHEO ss57 STONE AND Is CONSIDERED ►m I 35. P�' { ROAD TQ 18l[DE; ROAD; / ` ,� ti CONVERTED TO A KAYAK LAUNCH I�� N 37.0p 3a. ^°° WEST' OF I NTEPSECT ION ` ,` ' ��', ° ° '`'•.. COASTAL WETLAND IMPACT: 1 N 1 0 PROPOSED AREA 0 006 AC ( WATER DEPENDENT ACCESS. 6 WIDE DOCK d KAYAK LAUNCH RAMP) I M J7.00 31 2y.an s°r`' / ��" of q� THEREARE NO PROPOSED IMPERVIOUS AREAS. �" Ii.' '� 37.0p 24 �° oo J E 1 I �, ? ^ { .'' THERE IS NO PROPOSED EXCAVATION OF FILL. �:„'� UNDER PERMIT 411 #: CARTE-2019-04 = 5.81 AC r '� '�..0 PERMITTED LAND DISTURBANCE PERMIT MODIFICATION LAND DISTURBANCE = 1.17 AC I + PROPOSED/ , O ., TOTAL LAND DISTURBANCE = 6.98 AC �. •- I '4 .\ 37. 00 • ..�.. '° 27 \J ^; - f �:� f - } J7,3` • - T RMWATER PERMIT `s> \ ` s _ 37.00 •�g j PROPOSED LOW DENSITYS 0 _ S MARINA MARINA (56 SLIPS) S° �\ ` NOpb9 i5'AEC_ 37. 00 PROJECT AREA = 488,481 .84 SF = 11.21 AC `S9a00::� - �, _ 37 ° �••_.._ g PLAN FOR DETAILS PROPOSED IMPERVIOUS: v L EXTENT QE COASTAL 64 SF MAX ACCESSORY BUILDING PER LOT ` .. _.�.- a2 •--•-- _ }WETLANDS L iNE '.•,+._^�, .f. �-,.,i1 er. � _' _•� �..-._-._..-..-..-..•"f... IB Ay°W 1 i/..4 �+ '3 �' � �' �+r++ i 464 SF MAX PER LOT FOR 56 RV LOTS = 25.984.00 SF = 0.597 AC t � t 41 PROPOSED 20'WIDE ASPHALT DRIVE = 18.929.41 SF - 0.434 AC aACK ` PROPOSED 18 WIDE ASPHALT DRIVE - 13.553.05 SF 0.311 AC �, M = 1 SF - 0.003 AC :r ,,.. :' t` PROPOSED HIS/HERS RESTR00 50 _� � , ,,...►�� _ � a, > �,. a' .ate r � j � � = 1 .4 F = 1 .345 AC 24 :, -� �r.._.>- - s� �, % '` 4 A. TOTAL PROPOSED IMPERVIOUS AREAS 58.6 6 6 3. PERCENT IMPERVIOUS - 11.99% 16° '!>`�. /;> .♦ i i COASTAL TOTALI 1�,'.,, ARE REQUIRED TO BE SLOTTED AND UNCOVEREDI 5 p NOTE: DECKS E N/F � ,. � ♦ �,� .. .` � � c \ PAR HALL BE WASHED #57 STONEI E " - `. ••_ I r .+' F. FIRE APPARATUS ROAD AND KINGS , '---w. •,. �' � � .��' ., �' �. ,: ..f i/ �;� �` WETLAND _> FIRST 8 LAST CHILD. LLC -' ♦ / \ PARKING PER RV LOT SHALL BE WASHED #57 STONE. � PIN : 5 3 5 7 0 2 8 71 12 0000 - r=► % �' ' yN j ;' sy •�� DE 961, PG 60 97.40 -r' f - - � �� =•:. t` \ THERE ARE NO MINIMUM BUILDING LINES. A 10' LANDSCAPE BUFFER IS S23°29'Ol REQUIRED ALONG THE EASTERN PROPERTY BOUNDARY. tires N/F DELMA JAY 8 ROSA MORR'7 PIN: 53750297511600C DG 1 4 71 , PG 177 F NCB, \ N/F FIRST & LAST CHILD. LLC PIN:535702871120000 DB 961, PG 60 INSET SCALE: 1"=60' SHEET # 1 OF 9 PROJECT #:PM1258-2 DESIGN FILE #:Construction Drawings.dgn 20' R/W 8 20' ASPHALT CAVE (TYP) EX. E 0 P w z J U a S14�27;80 CDASTA;L XWETLANDS NORMAL HIGH WATER 07 1, F T - 30' CAMA BUFFER 9 50' SAHOW BUFFER 100' SAHOW BUFFER S 362,2p 19 75' AEC °52 071�E "'^'`•.`,ls' '� .. •,R fpgR '�. RV LOT AREA TABLE (MIN. ALLOWABLE = 2,000 SF) RV LOT # RV LOT RV LOT # RV LOT AREA (SF) AREA (SF) 1 2381.40 29 2405.22 2 2404.50 30 2405.22 3 2404.50 31 2511.62 4 2404.50 32 2506.65 5 2404.50 33 2426.28 6 2404.50 34 2632.87 7 2404.50 35 3128.04 8 2404.61 36 4061 -31 9 2404.79 37 2840.49 10 2404.61 38 2404.24 11 2404.50 39 2404.37 12 2404.50 40 2404.48 13 2404.48 41 2404.50 14 2404.51 42 2404.50 15 2404.51 43 2404.50 16 2404.50 44 3533.24 17 2454.65 45 3306.33 18 7455.51 46 2274.25 19 3253.37 47 2274.50 20 3523.07 48 2274.50 21 2404.50 49 2274.50 22 2404.50 50 2274.25 23 2404.50 51 2498.38 24 2404.50 52 2522.12 25 4355.14 53 2274.50 26 3370.75 54 2274.50 27 2405.22 55 2274.50 28 2405.22 56 2605.70 0 30 0 •• 120 •0 NOTES: 1. BOUNDARY SURVEY AND 404 WETLANDS TAKEN FROM MAP PREPARED BY JOHN L. PIERCE 8. ASSOCIATES P.A. LOCATED IN JACKSONVILLE, NC 2. TOPOGRAPHIC, NORMAL HIGH WATER LINE AND COASTAL MARSH SURVEYED BY STROUD ENGINEERING, P.A. OF MOREHEAD CITY, NC. 3. WATER TO BE PROVIDED BY PRIVATE UTILITY AND SEPTIC SHALL BE ON -SITE AS APPROVED BY THE CARTERET COUNTY HEALTH DEPT. 4. ELECTRIC TO BE PROVIDED BY CRAVEN ELECTRIC. 5. NO MARINAS OR DRYSTACKS EXIST WITHIN 1000 FEET OF PROPOSED PROJECT. 6. NO PARKING - FIRE LANE SIGNS TO BE INSTALLED PER THE REQUIREMENTS OF THE NORTH CAROLINA FIRE PREVENTION CODE. 7. ANY PROPOSED SIGN TO BE DESIGNED PER THE REGUIRMENTS OF THE CARTERET COUNTY ORDINANCE. 8. USES FOR BUILDINGS AS SHOWN OR AS OTHER PERMITTED USES WITHIN ZONEt )11t/ tr P " ;'ate. � SAE 7- 03737 z5` JlM rt Iizz SECTION A -A SEE SHEET 9 REVISIONS: Na BY DATE DESCRIPTION I CHIC 11129118 MARINA REV. PER DMF 2 CMC 1122119 1 MARINA REV.PER DMF N/F: HAROLD R. COMER, ETAL PIN: 535702,953841000 DB 1474, PG 74 OVERALL SITE PLAN SHORIE, FRONT PAR]IkS7," RV PARK & MARINA WHITE OAK TWSP., CARTERET COUNTY, NORTH CAROLINA CLIENT:HAROLD COMER, ROBIN COMER & DESIGNED: DONNA COMER CMC ADDRESS: 400 WETHERINGTON LANDING RD. DRAWN: STELLA, NC 29582 CMC PHONE: 252-725-0548 CHECKED: RDC THE CU]LlLIP HIER GROUP, P.A. APPROVED: ENGINEERING & SURVEYING SERVICES CMC 151A HIGHWAY 24 DATE MOREHEAD CITY, N.C. 28557 (252) 247-7479 LICENSE NO.C-4482 1 1 /29/18 SCALE: CHARLES M. CULLIPHER, P.E. 1 "=60 F w N z w W ° ..„. z N „ 3aa m ELMA JAY 8 ROSA MORRIS w_ PIN: P 537502975116000 G 1471 . PG 177 f © °-d w g°,. s'7 .�._.•,���` �� '`� f 2g PROPOSED 404 WETLANDS /--�`� .• , >z� a. �P '?9 IMPACT AREA — 0.106 AC r& • �+ aye a.w „„ �' u: a t c 10001. 31, /.. f i / a q �( M to 3 a i } x S m �PROPSEP 75'AEC IMRAT� •._. .M. ,9 / g 8�q a ARE 0..,.175,. ACC g°t s �° 4! i °_- ...,. „ ° �., �. .<,. ; ' ,.e: a ' ' ! l } r g j q a/ t s } f 1f § Z € �a ^§ ✓ /♦ fl Q ; 5 r t z. t 3 s B u .. f 9 `" gam, , w ° vl ° WE , r w., PROPOSED u i m D L I M`1 TS OF f P w .. I DISTURBANCE f L D�----- L � > L m AREA 6. 98AC ------------ Fm Lj , I f x °r 'AEC f�• PROPOSED" 75,IMPAC v Q h v Nor ( au t ._ AREA _ v ti P N a / � s _ g t ry t ! 4 q ti ,.... •• _, � L�7 N� r n, ,y a � , 41 ,� a .,;ENT ..° 7pp7 _,r .`••... 4.:'Y•W LNj,JjjOF ,.,. tl ` .^.r` ♦ —_, 6,. ,. '..',>. ♦ ' " e • N , .. "',° w ''e.,"a° ` ,„„'w,° 'S w n Ar. r'• �` w+� 1 F ... °°"< , ' s41 SITE WHITE OAK RIVER `oti VICINITY MAP (NTS) PROPOSED 30' CAMA BUFFER IMPACT AREA = 0.063 AC 51.70 S13°02'42 ti� �s 8 PROPOSED COASTAL WETLAND DING IMPACT AREA#1 = 0.002 AC 1� R jpgR •� IqH Ofc'•.. FS4 EX. CONCRETE RAMP SHALL BE CONVERTED TO A KAYAK LAUNCH '` •�, 'e• 236 LF EXISTING RIP RAP SHORELINE STABILIZATION `� >N/F.," - ,° PROPOSED COASTAL WETLAND lg' �S' j / `.04` .W L AN / • SHADING IMPACT AREA#2 = 0.004 AC FIRST & LAST CHILD. LLC }` �' / P I N: 535702871 120000 -' , :DB 961, F 1571 I y NORMAL �o�"�••=-,,,= WETLANDS L HIGH GH WATER f► •—— � qt. 30' CAMA BUFFER _75 4CCFSS 50' SAHOW BUFFER. Fq r_ 100 SAHOW BUFFER 3g2.2p oLn �� N/F DELMA JAY & ROSA MORRIS PIN: 537502975116000 DG 1471 • PG 177 CF � q } } S Y N/F FIRST & LAST CHILD, LLC PIN:535702871120000 DB 961, PG 60 INSET SCALE:. 1"=60' SHEET # 2 OF 9' PROJECT #:PM1258-2 DESIGN FILE #:Construction Drowings.dgn w z o � jZ U EX. E0�'� .• • •120 441111 ���i� I1 i//y/iaiiiiii ���■■ I i I I I •- o, 75' AEC tg°52'p7., f � Q QR!QN QF NOTES: 1. THERE ARE NO PROPOSED IMPERVIOUS AREAS ASSOCIATED '�''`• WITH THE PROPOSED IMPACTS TO THE 404 WETLANDS, 30' CAMA BUFFER OR COASTAL WETLANDS. 2. ALL GRADING WITHIN THE 30' CAMA BUFFER SHALL CREATE SHEETFLOW OF RUNOFF AWAY FROM WHITE OAK RIVER AND TOWARD EXISTING WETLANDS. 3. THERE IS NO PROPOSED EXCAVATION OR FILL WITHIN COASTAL WETLANDS. ONLY SHADING IMPACTS PROPOSED BY 6.0' WIDE BOARDWALKS FOR ACCESS TO MARINA AND KAYAK LAUNCH. 4. PROPOSED 404 WETLAND IMPACTS ARE FOR THE INSTALLATION OF A FIRE APPARATUS ACCESS ROAD AND T—HEAD TURN AROUND AS REQUIRED BY NC FIRE CODE FOR MARINAS. 5. FIRE ACCESS ROAD TO BE CONSTRUCTED WITH 8" OF WASHED #57 STONE ON TOP OF CLEAN SAND AND GEOFABRIC AND IS CONSIDERED PERVIOUS PER STATE STORMWATER REGULATIONS. :a SEAL , 037378 I�r�l�+ty�t LEGEND LD RECEIVED 404 WETLANDS COASTAL WETLANDS EXISTING CONTOURS PROPOSED LIMITS OF DISTURBANCE PROPOSED WETLAND. BUFFER. AEC IMPACTS & SHADING. SEE COLORED EXHIBIT IN APPLICATION PACKAGE. REVISIONS: I Na I BY DATE i DESCRIPTION OCT 22 2018 N/F: HAROL D R . COMER -DtWMHD CI PIN: 535702953841000 DB 1474, PG 74 - EXISTING CONDITIONS AND WETLANDS IMPACT PLAN S1HIC�DIf�lPL-.d FRONT PA 111R11K RV PARK & MARINA WHITE OAK TWSP., CARTERET COUNTY, NORTH CAROLINA CLIENT:HAROLD COMER, ROBIN COMER & DESIGNED: DONNA COMER CMC ADDRESS: 400 WETHERINGTON LANDING RD. DRAWN: STELLA, NC 29582 CMC PHONE: 252-725-0548 CHECKED: a ILA1U �'v,L-,u_juIr "F,JM '1snULl 1t-9 1tV.A. ENGINEERING & SURVEYING SERVICES 151A HIGHWAY 24 MOREHEAD CITY, N.C. 28557 (252) 247-7479 LICENSE NO.C-4482 R APPROVED: Z CHARLES M. CULLIPHER, P.E. DATE: 8/14/18 SCALE: ill=60' v N/F 0 ORTh DELMA JAY & ROSA MORRIS m PIN: 537502975116000 co DIG 1471, PG 177 w U) w ?: U) TYPICAL RV LOCATION 0 S17*25'38"E 0 a .296. 9 LU U) Nlao 2' REPAIR AREA A 52 qq REPAIR AREA B C) Lo! 10' LANDSCAPE BUFFER T­ 0 0 0 0 0 0 0 9 - (�,� - (3) -V O OOLn OLn w U0 LO LD w 0OO O O O @ O 8 10' LANDSCAPE BUFFER IN - 'y -v * -,y -1)Y L__j L__j L-1 L_1 It_ I (p ly L_1 -J ...... . ..... �;y 16 �y 0 01,7* F 2_Nos''i 6. 5 6 11 11 11 LANE OAR N­ '4j 37.00 37.00 l RE f 21.61 37.00 37 00 37.00 37.00 37.00 37.00 37.00 37.00 37.00 37.00 37.00 37.00 37.00 74 5�31 �y 4", 9 6 �j H IS/HER S FGN ('T P,),/ 6.46 145.00 2 0' &�ffkA 91 .45 �y �y ----------------- ------ ------------------ _�j_-DR-LVE -------- L S17*26'37"E - - - - - - - - - - - N _2575�TTwCCN_TlR_0 IN 20 R/W TYP) S 17 25 7-3 EP'_E_ RESTROOM -V 3 f _ly 11 1 11 MAX:20'xlO' -V 4 A 50 37.00 .00 .7 rn Ln 0) ...... . ..... i F 69.64 -V ............. i 817-69 0- ZoU8 /1'." 20' ASPHALT DRIVE CENTERED IN 20' ACCESS EASEMENT EX. FENCE 00 0 ASPHALT Ln CENTERLINE CURVE DATA CHORD BEARING = N56024'42"E CHORD BEARING = S84005'33"E CHORD LENGTH = 53.65 CHORD LENGTH = 7.91 RADIUS = 38-00 RADIUS 11 = 38-00 LENGTH = 59-57 LENGTH = 7.93 CHORD BEARING = S84*15'43"E CHORD BEARING = S89014'28"E CHORD LENGTH = 7.39 CHORD LENGTH = 14.66 RADIUS = 38-00 RADIUS 38.00 LENGTH = 7.41 LENGTH 14.76 CHORD BEARING = S34-43'01"E CHORD BEARING = N84o3O'46"E CHORD LENGTH = 98.43 CHORD LENGTH = 6.46 RADIUS = 60.00 RADIUS = 38-00 I u LENGTH = 115.42 LENGTH = 6.47 CHORD BEARING = S25009'46"W ul ul CHORD LENGTH = 9.98 i _o rn RADIUS = 60.00 LENGTH = 9.99 CHORD BEARING = S60*03'06"W CHORD LENGTH = 38.14 RADIUS = 38-00 LENGTH = 39-95 CHORD BEARING = N43*58'10"W CHORD LENGTH = 54.54 RADIUS = 38-00 LENGTH = 60-83 CHORD BEARING = N14038'46"W CHORD LENGTH RADIUS = 74.00 = 130.00 LENGTH = 75.04 CHORD BEARING = N15*30'34"W CHORD LENGTH = 20-53 RADIUS = 38-00 LENGTH = 20.79 LL U_ mMI y i - `-7 �y /�y I * ;y �- 71 * I -# I �y -;Y �y _V �y �y �y �y -V C6 24 1 �y �y �y 114 AN '7 �y I b• �y 18' ASPHALT DRIVE 193.31 VET�LANDS, _7 -C-E-N-TE Pr0_rR_ R7/W_CT_fF5_) 1 - f �y -V 37.00 37.00 37.00 37.00 18.17 gELI.NEATnbj' V 25 -ly -V J j/ A -V -;y �y '.7 1 4v -7 26 00 "A w SAHOW 4 y 100'SET8 . ..... ..... ACK_ /,y ul -7 7 7 4 a A/ 17 37.00 _v 1 37.00 37.00 37.00 1 64.92 18. 79 -0 7 Y) COASTAL WETLANDS h ------ AEC- 7- _'4 _v 4 77 y %�2133109 Alc)lqvs ­`7 -l"y -7 -V ! y - -77 �y -,y > v _4 y 7 _y 77 - 7� 00 4 1 9 by 362 1�0 n N/F f 1�0 CHORD BEARING S82029'56"E A0 -V -;Y 171 2, 4 CHORD LENGTH 9.75 -107 /IF S19- 52'07"E FIRST & LAST CHILD. LLC _20, _V �( _�y 4 S 14 0 2 1 RADIUS 38-00 PIN:535702871120000 S16015"07//E sz.� 07 LENGTH 0 = 9.78 DB 961, PG 60 ASSESSORY BUILDING 65.0 1 MINIMUM LOT AREA 2,405 SF RV AREA = 400 SF ASSESSORY BUILDING = 64 SF TYPICAL IMPERVIOUS = 464 �F AREA PER LOT MAX DECK SIZE = 300 SF DECK MUST BE OPEN SLATTED AND UNCOVERED TIRE STRIPS SHALL BE WASHED #57 STONE ON GEOTEXTILE FABRIC (SEE DETAIL) TYPICAL LOT SHEET # 3 OF 9 PROJECT #:PM1258-2 DESIGN FILE #:Construction Drowings.dgn 10 11 1 "'Y 0 0 �y \1 4 4 1 D3?6 _y LO 0 �y PROPOSE REj •9. U; I Ln 42 Ln 43 4OLl 45 FA I I! LD LID w LO C .00 go o 40 W`AL'L�-� OTHEIRS TYP C, LO Ll C, U 37.00 37.00 37.00 35-86 7F 32.44 Ip 34 37.00 37.00 ro ,Z 'VC) .32 37.00 �y 1 (46) CD 'o Q i 7117: 7 7 7`-N ji, f'�, -4 w 0 T'l Iz 4( 1�2 11-52 36.61 J; ak NJ �y �y 0 8 47 @ 4 -� �y 7v y 0 CID 4 �_4 U �y -7 34 Ld WASHED 951 blUNE �y A P ry o IIj III c.a_n III I caz_n III II I N--I (L 0 �y CL (L PARKING LOT (20 SPACES) 40.05, 6/RETAINIJNG Ld 4 'y 65.93 LLj LLJ �y 4 .0 V WALL C, -�TJE#S 17111 < 0 I P �y _j -1 A,' "v < / , -V �y a_ �y - I I 1 -7 Lo LLI 21 �y �y 00 -y1­ (D ✓ z CI3 Z �y 4 Y * I I I ,PR AI 0 PPOSEC�283 -,-7"7 V, 49 ' , , * I 1 11 1 �y �y -;�,BULKHEA Ll v A-) �y �y 404yw;E �y 4 *_ - -,, -y * �( 'y / I -`I 1 .10, TLANDS �y �y C\j \1 �y /C) 2@2 Ln -v 'D �y �y �y _y 411 C�l W2 I�: 168 CID ,ti r4- 0 I@ C� o 66.35 b- Ln 1 -1/2"SF9.1 6"CABC EXISTIl SHRGRA 41.90 35-00 35.00 35.00 51.8450 7 15.00 1 35-00 35-00 35-00 51 .55.00 38.31 TYPICAL ASPHALT PAVING_ SCALE: NOT TO SCALE LANDSCAPE REQUIREMENTS WASHED STONE EXISTING SUBGRADE MIN 8" DEPTH FOR FIRE APPARATUS ROAD GEOTEXTILE FABRIC LINING ON BOTTOM AND SIDES TYPICAL #57 STONE SECTION SC__E: NOT TO SCALE ONE 10' WIDE LANDSCAPE BUFFER IS REQUIRED ON THE EASTERN BOUNDARY. BUFFER SHALL HAVE TWO OFFSET ROWS OF EVERGREEN SHRUBS SPACED AT 4.0' FROM TRUNK TO TRUNK WITH A SEPARATE ROW OF LOW LYING SHRUBS IN BETWEEN THE GAPS OF EVERGREEN SHRUBS. 40 20 C 40 84,, NHW IS THE SHORELINE OF PROPERTY SHORELINE = 1.795.63 LF 'FIRE LANE NO PARKING' SIGNS or) 0 WASHED 057 STONE A SEAL 037378 1�_ Iv 410 1 Nt� - - JIM cuvNlx\ VjFcENED -A OCT 22 W9 DCWi.MHD CITY REVISIONS: No. I BY I DATE I DE T N/F: HAROLD R. COMER, ETAL PIN: 535702953841000 DB 1474, PG 74 SITE AND LANDSCAPE PLAN SHOIR�IF RONT IAAIRK RV PARK & MARINA WHITE OAK TWSP., CARTERET COUNTY. NORTH CAROLINA CL I ENT: HAROLD COMER, ROBIN COMER & DESIGNED: DONNA COMER CmC ADDRESS: 400 WETHERINGTON LANDING RD. DRAWN: STELLA. NC 29582 CMC PHONE: 252-725-0548 CHECKED: RDC L I'IHE CULLIPHER GROUP, P.A. APPROVED: ENGINEERING & SURVEYING SERVICES CmC 151A HIGHWAY 24 MOREHEAD CITY, N.C. 28557 DATE: (252) 247-7479 LICENSE NO.C-4482 8/14/18 SCALE: CHARLES M. CULLIPHER9 P.E. 1 "=60 LAND DISTURBANCE = 6.98 AC ALL DENUDED AREAS SHAIi RF STARII17Fn wrrHiN q `"2 i,,i; d� .•rt• :: ,nw g ;» ": F \'.. H .�- ..` - _- - - f \ - 1 - i �" j _ -. r'iVE'1, SI.Ie _Y _ -^� � /"L �Y �) 1 �` 5- _ r 1 \ 'S - - - - ,± �..� �' `` � �_.._ J y�t �'`f `t 11 ��-� ...;M; _.,,� � � O S - _ „ i t r 3 o�j j \ `� is --�3- a 7 0. y - _ _ -. - �, r dal"�? c l5nn r, s. T•c.T 5t1'i�l,.ieC'' ��� .7 ` Y J2v `1 �j \ 1 i p p S �1 ia2=f r.{Irl+,ta:m`1114 1. �.11aIFs S 011 __ vaD _.-._ -- - _ T . S _•ti , _ _ _ `1J , Mir ` y . 2 0111 All 71 OV _ Fmhnnk,n.�nt N/F S16015' 07 "E S230 29' 07 E S14° 27' 07 "E FIRST 8,LAST CHILD. LLC PIN:535702871120000 DB 961, PG 60 SKIMMER BASIN DESIGN DATA BOTTOM BOTTOM SIDE TOP TOP BERM BAFFLE SKIMMER SKIMMER BOTTOM BERM BASIN # LENGTH WIDTH SLOPES LENGTH WIDTH DEPTH WIDTH SPACING SIZE ORIFICE ELEVATION ELEVATION ST#1 52 17 3:1 70 35 3 5 11.75 1.5 1.25 5.0 8.0 ST#2 31t r 5 3:1 49r 23r 3r 5r i 7.75 rr 1.5rf 0.75n r 4.Or r 7.Or ST#3 T 44 r 13 3:1 62 r 31 r 3 r 5 11.0r 1.5 1.25 4.5 4.5 EROSION CONTROL NOTES MAINTENANCE PLAN 1.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR STABILITY AND EFFECTIVE OPERATION FOLLOWING EVERY RUNOFF PRODUCING RAINFALL EVENT OR AT LEAST ONCE A WEEK. REPAIRS REQUIRED SHALL BE COMPLETED IMMEDIATELY TO THE DIMENSION AND FUNCTIONS INDICATED ON THE PLAN. 2-SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCING WHEN IT BECOMES 0.5 FEET DEEP AT THE FENCE. THE FENCE SHALL BE REPLACED OR REPAIRED AS NECESSARY TO MAINTAIN BARRIER. 3.ALL SEEDED AREAS SHALL BE FERTILIZED, RESEEDED AND MULCHED AS NECESSARY ACCORDING TO THE CONTRACT DOCUMENTS TO ESTABLISH AND MAINTAIN A DENSE VEGETATIVE COVER. 4.ANY AREAS STEEPER THAN 3:1 SLOPE SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTURRBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL PROVIDE TEMPORARY OR PERMANENT STABILIZATION WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY. SHEET #4.0 OF 9 PROJECT ##:PM1258-2 DESIGN FILE #:Construction Drowings.dgn NOTES 1. PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITY: HAROLD R. COMER, ETAL 400 WETHERINGTON LANDING ROAD STELLA, NC 29582 (252)725-0548 2. BORROW ACTIVITY TO BE OBTAINED FROM A PERMITTED MINE. 3. ANY MATERIAL REMOVED FROM THE SITE MUST BE HAULED TO A PERMITTED SITE. 2-3 INCH WASHED E (6" THICK) STONECONSTRUCTION ENTRANCE SCALE; NOT Y SCALE B',1AX.STANDARD STRENGTH FABRIC WITH WIRE FENCE c rrc 6'...EXTRA STRENGTH FABRIC WITHDDT WIRE FENCE N;I G INSTALLATION NOTES: to N O� Q LEGEND 404 WETLANDS WIRE BACKFILL TRENCH " 40 20 0 40 80 FENCE-iCROSS ANCOMPACT ROUGHLY -� STEELGROUND POST NATURAL '�,�,✓` �, ii i - SCALE 1 _4 0 ES UPSLOPE �`! COASTAL WE TL ANDS OCT 22 2U1$ B 0 MIN24 REVISIO • �M HD CITY _ _ _ - X I S T I N G CONTOURS NO. 6Y DATE DESCRIPTION r I ECTION VIEW � � 9.0 PROPOSED CONTOURS N/F: HAROLDR. COMER, ETAL PIN: 535702953841000 TEMPORARY DIVERSION BERM DB 1474, PG 74 pp- 1 • THE BASE OF BOTH END POSTS SHOULD BE AT LEAST 5. ATTACH THE FABRIC TO EACH POST WITH THREE EROSION CONTROL PLAN - PHASE 1 ONE FOOT HIGHER THAN THE MIDDLE OF THE FENCE. TIES. ALL SPACED WITHIN THE TOP 8 INCHES SF PROPOSED SILT FENCE CHECK WITH A LEVEL IF NECESSARY. OF THE FABRIC. ATTACH EACH TIE DIAGONALLY45 PROPOSED LIMITS ® N T P A � K SHOIR �F 13%, 2. INSTALL POSTS 4 FEET APART IN CRITICAL AREAS WITHEEACHSPUNCTTURE ATELEASTI1WINCHLD- AND 6 FEET APART ON STANDARD APPLICATIONS. VERTICALLY APART. ALSO. EACH TIE SHOULD BE OF DISTURBANCE POSITIONED TO HANG ON A POST NIPPLE WHEN 3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM TIGHTENED TO PREVENT SAGGING. SIDE OF THE SILT FENCE. AND AS CLOSE AS POSSIBLE TO THE FABRIC. ENABLING POSTS 6• WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND TO SUPPORT THE FABRIC FROM UPSTREAM WATER THE END POSTS AND SECURE WITH 3 TIES. PRESSURE. 7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC 4. INSTALL POSTS WITH THE NIPPLES FACING AWAY IS ALLOWED ABOUVE GROUND LEVEL. FROM THE SILT FABRIC. 8. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION. 9• COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE TRACTOR, SKID STEER. OR ROLLER EXERTING AT LEAST 60 POUNDS PER SOUARE INCH. COMPACT THE UPSTREAM SIDE FIRST. AND THEN EACH SIDE TWICE FOR A TOTAL OF 4 TRIPS. TYPICAL SILT FENCE DTAIL SCALE: NOT TO SCALE :d SEAL 97878 ; S 'I G0v`���� RV PARK 8, MARINA WHITE OAK TWSP., CARTERET COUNTY. NORTH CAROLINA CLIENT: HAROLD COMER, ROBIN COMER 8. DESIGNED: DONNA COMER CM ADDRESS: 400 WETHERINGTON LANDING RD. DRAWN: STELLA, NC 29582 CM PHONE: 252-725-0548 CHECKED: RDC THE CU LlLIP H[lER GROUP, P.A. APPROVED: ENGINEERING & SURVEYING SERVICES CMC 151A HIGHWAY 24 DATE: MOREHEAD CITY, N.C. 28557 (252) 247-7479 LICENSE NO.C-4482 8/14/1 8 SCALE: CHARLES M. CULLIPHER, P.E. 1 "=4 0' (LAND DISTURBANCE = 6.98 AC ni i nr�iiinrn nnrAC ���.� � nr rrenr� ���� IN N�RT" ALL DENUDED AREAS SHALL DL STABILIZED W1I ADE � NSF 7 DAYS OF BEING BROUGHT TO ROUGH FINAL GR DELMA JAY 8 ROSA MORRiS Q W PROPOSED LIMITS OF PIN:DG 5 47 02 FIG5111 7 0. 1 12 AC OF PROPOSED � W DISTURBANCE (TYP) 404 WETLAND IMPACTS � U_ `' f'', °,/ // f// /// '/ 1F _ \ *` \ `\ '\ \ \\ \ `\ I t I 1 I t j t + I I I -40>S a , a v t 1 + i r ! r 1 r t r rt }} S \ \ \ l f t 1— t I a2Jf=— _ -.� NO \GRA I NG--AL-L-C FED I /` ' LLI f O I J / ' ! \ Q `\ U r f r "\ \ t ti \, �l ° 1 I t t t 1 � N 4 �� f LIMITS OF `1 S TI�RB A N C E �,(n \ ` SEPT`I CF I ELD AR AS f` ' ' }, 02 4 2 W 2 ` AND 51 L T F NCE (TYP) I / 16' � ! 9 i r' I 41t `! ! 1 (� • �, '`ti ,, \ "� t ' . 7 O 1 ►� • r e ', ` #` w _ ._ _ ...... _.. ,..� _.....'( t). ,. . r �, 0 _ __ _ r - PROF 0 _— r 7 KEN mi �" \ `. "'., .,.,�.,,«.,w.,� h-� % > / i 4 .l - — -�\�� 1. L ,E y < - \ / , !� _ — — — ��� t }r' ! ` ` `` ,' - , Y , h KK / ! I7J �+ ! X ! ! yy / O . vld O f ` e , f, ./! ,,;�j 1 ''y _ - wry \ O s?r 9 p r cc O S` O • O •S ` '�� •P ^ ! M f N ,w .........- -.,. 0 „, ., ♦ \ �, ®,,, sue' �.. ... �) �-- - / w ! w w w w /' 01 Of CID ,A — V.,4 t { i:� TOAYAI�,r Ott a W1 p/ / / -" ' • - k " -II !`. p r L q'Nl It O l j S -' C/ f �l < ✓/ i f--,...... / O � _ -,_ .- ' > -� � b �. .� vv `, v» .. " -• ,. '" - - - '�- - >,- �` ' /6j'����''t_ _ _ ... / � � f p , 9r J q v ; } y �J M ?t 4 `�7 . tv'y' � .., ,. � `. y °. 1 ., � } `• - / .' / .�' y;,. 1 I � ; ��' .'� /. i -`� j I t �7 '' f , / --,�1 r / .7 i ✓f �'�t � � .....�. _.. ,..... a?,., 1,,., f`� '2,1 ' \ 50' x25' CONSTRUCTION f ,/�---�' 2, r � _ s ENTRANCE (TYP) ,- ,.' i< ��\ \� - ` y o 5 , ( a f f I� ll , 17J -' _. • ,. ''`' ' A ,` ` `' ' ® `` x 11� \ ��w t t:g ( ��'` -. ',. C ,I 3 r k KH A B Ui_ E D ; M_ v:. S I MME T R A _ \ t L-I N' TIO , p r -T O -, h O I I., 7 t, l ' y /' 1/ v , i y 1 1 ,.: _ hhl h• i ,' a / \ / s •� � �\ � � ...0 ., '`0 � ` \ ` I tJ� 1 � 1 j 1 � ! ' ' �""u ,, ^ ' t �t h 1 \i( i � � � 't�l 4'\ (� , \ \ \ � * I � II + ! "'` � � " .. A ( �� �l .l�S'I �r �.., , �, ` � 'I �� Y'� O o ` \ /0• \ a I -)- I:; Mi � \, \ ` "* ', \ \?, S �� I i � 1 ' _" ! i �`�'"� .� I , 1 � � l Q l / — — — -- v \ t i � 1 1 � I � t ' I "" �' 1 s � I NO GRADING ALLOWED 1N �� I I �1 ri s / 1 W 1 t \ SEPT FIELD AREAS y'l 7 3f'' 1 3 �t .,,,�, , , o SEPTIC L D , (1 / t' :` .,, j p i `� ? \ t L 1 A� \ I i V `• { i t (. :> ..i / 'i t� / !-.,�1t fW, 1 If ;%�jP O ?OSEQ RE -TA I N YNG WALI,., /� ASPHALT I f ti ) t t' ' I o o r , / E X . AS P H L ( `, ` pp j` t t o,•j �;81� OTHERS)' ' ,��. �1� a , p f 1 i - �✓ �j f rt t 1 /� { 1�1 , 'r / OAR, Wk1L /^ '7 I� t ;-j , ! R 1 NA , j } j� , a / +f fl�ji { y } i } � � � ' f p r i � � / <,. 1 � �'•r f � ;:� ;� / �1,., � i ,�' \r �j y w N o fl+t ' t,+ 1 I a� A\ (7„ p { i t l/ t j �' �� 1 i �1 1^ p 0 VV:E L` NDS v` a t v p ! ,yam y�� 11 / \ i I -r t hf_ i 1 �„� tj �III�I i k i ( i 4 1 � \ . A *, .. f � /-y t 't°" hT � I t �, �. 1 d� �,ll}t � �1\ 11 , '• '�'Ilihi / y 1 .� l `�\\ `..' 1 +r {t ,.ft`^,,..t } y r °�r, ! t i' t' '"F ' `1 t t t ,° '1 r � �( 1 r I '� 61 ­' `, L�1 M I TS F D�=S URB ,N� E'.-, j t�i ' ' `, AND S I tT FENE t � Cif -` yt 4 ,. 0 _ _ ' p t } } ' ; ';7 r tj . ,i ;; i �1 I.% 't y r �; �'`tom 1 �y t I li `/r t1 % p �, �- (Rl,` „tt 7 jj t! 1 1 I i,i ., 1 ; ) 1 J 1` l r /� I t1 t 4t," t b i ` v `•„ } ' �� y 1 r J �I j , 1 i . 1� �i -7 } {ate' _ \1 f �� \I ! I ` \ �� - „-�y� r �� '`` y : - ."� / :`- ._....._ .4-,. ,...,, A r ,`` - „'.� 1�/ ) ti S. r`7/ 9.5 , } \ fir` / 'r It �/ i s / j� ' l f % '/7.,,;1 ' 1 y / �_ f�� r- f .y1 ' l r' / :.` { {/ ,QUl�WEAD \\ 1�'',rr �si' ST#J - _ p t � i r 1 Y R � i f t -� } 1 f CONSTRUCTION SEQUENCE - _ A' - 4 / ST L,` VET ND f , , / 1j ",\� ;7 i i r .�`� � / i `� l `! INSTALL CONSTRUCTION ENTRANCE. t fa1 1 ' i v - _ _ _ f], _ �',) t "`t" �.` d f `/ i y f't 1: 1 ,, 7r ..�� I�� 1 V CONTRACTOR SHALL CONTACT NCDENR ILMINGT R ICE AT t , U W ON REGIONAL OFF # � r - ;•t 1 1 a i 1 - � I i t \ l m ., ,..,... ,.,- ..,,.»,.:,,� ...�,:,.w,.�: ..-�"ram ... j;'.p��' ..._...�°w.:...;..x.;,� -' b `{ t,i ,mil' •y..,,, r"° "" ',/ �;� ' 1 U t 910-796-7215 AND THE CULLIPHER GROUP. P.A. AT:252-773-0090 FOR m t ' = t I r ,t- A PRECONSTRUCT I ON MEETING. N I , 1i \ �II I - s ��//• �� P' i .i t // \� 0 1 1 i y �` t ll' i5 , } I + I I d \ Ah `(f ! , t. %J' i j' - v \ J + I r`r \!i.' CONTRACTOR SHALL INSTALL SILT FENCE. SILT FENCE OUTLETS.TEMPORARY i: I � ��t : ._ __ _ - t t ' _/ - =D1VERSION BERMS AND SKIMMER BASINS AS SHOWN ON THE APPROVED PLANS. a ' i 3 1k i , W _- $ •��`�tA P T A ONG i I �,t t ' '1 \ I I d �r + SILT FENCE OUTLETS SHALL BE PLACED a d j 1 I �� I I \ r ����� ���� HA P A AT ALL LOCALIZED LOW PO S L rI THE SILT FENCE. CONTRACTOR SHALL CLEAR ONLY AS NECESSARY TO INSTALL I M'1 , �� Y ti �, I����� •�I THESE DEVICES. i `a� t u ` I _ _ _ 1 r '� IIIII I j'I '� ���A�� ��\� 1 ¢ r - - - _, �r-- - -- - > G�- �., .� � �� 1 v' ,. �� , `N �I�� �11NIl .Il�� - \� Aw,�>>)�� _ _, BEGIN CLEARING AND GRUBBING OF SITE. t }ty a Illl.. �— J _ AH %% 1 '� �; y - r - ,I �I � CO t 6 I I IIla) (� s� j 1 )( 1`n �I AV �C�r- a /� ����� GRADE ROADS AND RV LOTS. INSTALL THE RETAINING WALLS, BULKHEAD AND IIIQ u�i io v, �/�� =-�_— ��._; — — — — — — — — _ — — — __ �A //// !i t t. .�( CULVERT #3 THEN BACKF ILL WITH SUITABLE SOILS AND 8 OF WASHED s�57 STONE 'I I + !#� ° t( 1 I �' � ����= _ �� I � � �,. ���a --�/ t,t, �a ;� � ' � �; � FOR THE FIRE APPARATUS ROAD. MARINE CONSTRUCTION AND GRADING AROUND - 1 111 N (tt 1 v ` -�� _- _��� ` ` - - -` �' — r3 ,, ' �� �' 41 = �,'�- - /- _ _T/ T-HEAD SHALL UTILIZE THIS ROAD AND MAY NOT CROSS WETLANDS IN ANY OTHER �- �° I _ LOCATION. t1—r I� �1 - r .--�..r. ^ s o"'®." f 1 .. �.r � Y- p--'1 ,` J -"" �' \ � � , i D S AS SITE COMES UP TO FINAL GRADE. INSTALL CULVERTS st1 AND �t2 WITH RIP ([( I ���---- pc —� - ��"� ���ji� ��^ ` " tJ �� __ l , w, ,, CAS "AL WE LAN RAP DISSIPATOR PADS. INSTALL UTILITIES AND SEED AND STABILIZE DISTURBED \ ! 't ``' -- �� .ti� �® ` r� t f / of r\'"' y j , SCHEDULE ON THIS SHEET. / ' ty4l\a _ �M -- _ ---------,.".; -- --�'= .r _i--=�®�_s�"` 1 t t� y� `r l i l \\ a __- - ------ GROUND PER SEEDING C / �-A - ®- .._.. ®- - � f' - , � , � \ ;, A A RDANCE WITH THE APPROVED PLANS. ONCE SITE TE I S ' `' �, v �sOHes _ �.,� -� - J_ , } y ` r ' PAVE ROADS I N CCO _ ,. COMPLETELY STABILIZED CONTACT NCDENR WILMINGTON REGIONAL OFFICE FOR /r.�" " v���„ `, �� -�` �=---__�__ _ % ..� "`-_-_ "' i- --i-- -il� ..1'',..� j�...� t - l ;ry- _ -..... ,..sl -=- ..1 I r'L. j .�'`.......!_ ✓ cy-s�' t-- 1 ;; f _iI fl;-_ FINAL INSPECTION. z.= _ _- /. _ �zL �- �_ _ — - _ ✓ t �i l `t- - - - d i;`--'-t �.,Ai fj' b _ t -�— 7 � Q lfi - 7 _ UPON APPROVAL OF INSPECTION. MUCK OUT SKIMMER BASINS* FILL AND STABILIZE S' _ —'� ,�� - `�71y, ''`�; j %- z'?`�-*'--=---=--�� -� �' =, ;}_�-w 'r __�•� y �` I ". %� O THE AREAS PER THE SEEDING SCHEDULE. 17 ��1'j �; , �� i r t-- '' \ ,_ _ _. _ ` �.— a �p Z <�-4A~' Qom` usQC7 z�U mz-(=v USE 000�i c,ym FU�b - !A ...._-__-_ a I-- z Qan 10 LL ' a vx xs> D z�" - - - - LU z-....-_..--_ NOTE: 4 X D FOR CALCULATION PURPOSES H _ - T CLASS 'H' RIP RAP = 100 LEIS. /FT3 LAI CLASS I RIP RAP = 105 LBS./FT "rtz 2XD C± Ga U. N � � B D l B gL PLAN o y �••- D SLOPE 1 Y12t 1 OR FLATTER t►. CL ►+! D 1 L = IZ � O H r e, 2 T FLAN p GEOTEXTILE r SECTION A -A :IT n PIPE OUTLET WITH DITCH � H= RIP RAP TO TOP OF PIPE (MAX. H = D t T) GEOTEXTILE T- 16' CLASS I RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS SECTION B-B SHER1' I OF 9 T'= 12" CLASS '6' RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS SHEET i OF 1 876.02 PIPE OUTLET WITHOUT DITCH 876.02 OUTLET YMfD):iCH OUTLET W/0 DITCH D CLASS `B' RIR HAP CLASS I RIP RAF CLASS '8' RIP RAP CLASS I RIP RAP TONS S.Y. TONS TONS "i..� S.Y. TOMS " 5 2 5 1 4 2 1 4 15" 2 7 7 3 7 1 5 3 2 $ 9 4 10 2 7 4 2 B 24" 5 14 15 7 15 3 11 7 4 12 3O" B 21 21 11 22 5 i6 11 7 17 36" 11 26 29 15 3a 7 22 /6 1a 23 42" 15 3i 39 2O 39 10 29 22 13 30 4$" - - 48 2$ 54 - - 26 17 36 54" SO 33 62 - 3$ 21 47 6O" - - 73 4O 75 - - 44 26 56 Be"" - 87 4$ 69 54 32 87 72" 1O2 57 104 - 64 38 76 SJ i ��'''°..;-s",i.'..-.-'."�"'�'`'�''� ,1r '! ,%CID ' r -_ --, �'� - r \ -,`- .1 j"'a' 1 /' .�7 ..l' .t r .�lJ' t '- _t- - --' i`-�`;j"" �'9 ', ;:�"i / �'`�. - - - � ..y �� ...A �.� � O - ....... �3- _�� �t _ - _ - - - - 3 6 2 2 0 j•_�':1 • ."1-t� V<` � ., 17 1�•- '' � ` .., '0711E S14027'07"E S19052 07"E N/F S16015' 07 "E S23029 FIRST & LAST CHILD. LLC PIN:535702871120000 DB 961, PG 60 SEEDING SCHEDULE SEED BED PREPARATION LIME ----------------------------- 2 TONS/AC 10-10-10------------------------- 1.000 LBS/AC SURFACE ROUGHENING: IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN A LOOSE SURFACE. ADDITIONAL ROUGHENING MAY NOT BE REQUIRED EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE TO BECOME SEALED OR CRUSTED. LOOSEN IT JUST PRIOR TO SEEDING BY DISKING, RAKING OR HARROWING. GROOVE OR FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR BEFORE SEEDING. TEMPORARY SEEDING MIXTURE (DECEMBER 1 -APRIL 15) RYE (GRAIN)---------------------- 120 LBS/AC KOBE LESPEDEZA (SCARIFIED) --- 50 LBS/AC (OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER 1S NOT TO EXTEND BEYOND JUNE) (APRIL 15 -AUGUST 15) GERMAN MILLET--------------- 40 LBS/AC (AUGUST 15- DECEMBER 30) RYE (GRAIN)---------------------- 25 LBS/AC (IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVER SEED WITH SOLE/AC KOBE.) PERMANENT SEEDING MIXTURE TALL FESCUE----------------- -- 60 LBS/AC PENSACOLA BAHIAGRASS------------- 50 LBS/AC SERICEA LESPEDEZA--------- ------ 30 LBS/AC KOBE LESPEDEZA------------------- 10 LBS/AC 1. FROM SEPTEMBER 1 -MARCH 1. USE UNSCARIFIED SERICEA SEED 2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LBS/AC 3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LBS/AC. 4. BETWEEN APRIL 15 AND AUGUST 15. ADD 10 LB/AC GERMAN MILLET OR 15 LB/AC SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15, ADD 25 LB/AC RYE (GRAIN). PERMANENT SEEDING MIXTURE (SWALES 8 DITCHES) COMMON BERMUDAGRASS-------------- 60 LBS/AC MULCHING STRAW(WHEAT. OATS. BARLEY. RYE)----- 1-2 TONS/AC (AFTER SEEDING) (STRAW QUALITY SHALL BE DRY. UNCHOPPED 8 UNWEATHERED) ASPHALT TACK -------------------- 200 GAL./TON OF MULCH 1. APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETT[NG.OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. 2. A CHANNEL LINING MATERIAL (SEE DETAIL BELOW) SHALL COVER THE BOTTOM OF SWALES 8 DITCHES. THE LINING SHALL EXTEND ABOVE THE HIGHEST DEPTH OF FLOW WITHIN GIVEN CHANNEL. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT APPLY STRAW AS PREVIOUSLY INSTRUCTED. MAINTENANCE IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERT[LIZE IN THE SECOND YEAR WITH 500 LB/AC 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE. RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY. LEGEND 404 WETLANDS COASTAL WETLANDS -- --�. �;------ EXISTING CONTOURS 9.0 PROPOSED CONTOURS I\ 1 I , REVISIONS: Na BY SCRiPT/ON00- N/F: HAROLD R. COMER, ETAL PIN: 535702953841000 [i �-AAA TEMPORARY DIVERSION BERM DB 1474, PG 74 SF PROPOSED SILT FENCE EROSION CONTROL PLAN -PHASE 2 LD PROPOSED LIMITS SH ®IRIE:d �, F®NT PAIRK OF DISTURBANCEt I I I I \el�lle RV PARK 8 MARINA WHITE OAK TWSP., CARTERET COUNTY, NORTH CAROLINA CLIENT:HAROLD COMER, ROBIN COMER 8, DESIGNED: DONNA COMER CM ADDRESS: 400 WETHERINGTON LANDING RD. DRAWN: STELLA. NC 29582 CM PHONE: 252-725-0548 CHECKED: MT_�HE SHEET #4.1 OF 9 PROJECT #: PM1258-2 DESIGN FILE #:Construction Drawings.dgn {}37378 (C�7][,ILIIPIH[lE�$ Glig®�TlP9l[�.�1. APPROVED: ENGINEERING & SURVEYING SERVICES CMC 151A HIGHWAY 24 DATE MOREHEAD CITY, N.C. 28557 (252) 247-7479 LICENSE NO.C-4482 $ / 14 / 1 $ _ SCALE: CHARLES M. CULLIPHER, P.E. 1 "=4 0' NOTES: 1.BOTTOM OF WALL ELEVATION IS AT EXISTING GRADE. 2. GRADE FROM BULKHEAD TO '->HEETFLOW RUNOFF AWAY N/F FROM WHITE OAK RIVER ANI) TOWARD WETLANDS.:, NORTH DELMA JAY & ROSA MORR I S PIN: 537502975116000 DIG 1471 , PG 177 TW=3.40" 61019 9 NVf' If d BW=3.40 . AI 319p,., -a TW=3 • 4 0 IS17°25 38 E 9 r ! i tt 1 1 • �-. / � \ j 29.6 29 Bw=2� 75 P / / / , _ * ♦ \ `� \ \ t \ e \ ♦ ' d j f f t t ! \ \ I r/ r J/ rr tJ r! N t ? ! i 1 O / r f / t N0 GRA I NG-AlkLL1�►hED I N rf i i N 1 3 O2 q d d' r \ J r I r TW=3.40 t \ 2 "w J BW=1 75 t r J 1 i\ vSEPTI`C FIELD AREA$ / r t , f , , v 1 , 52$. 99 r r J 1 , % i;, � y r+ , / / r ` ,,, ' a� � ` ~ • \ e \ \' / f f f j t 1 r ` � / 1 1 / © "" �ti ♦ "` 1 \ 7 \ "'^ r d r l 1 1 1 r 1 I , l r � � / ;;,'� rS h \ t � J < • f , \\ t-,. 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SWALE #6 t 1 r _ _ r `� V1 '�'%� �� O A S' .,. • -,.. —. 1� r A r r r r w d f f ✓ w i� ..• 01y — s a _ O J i _$ _ a , ` J f ,' - g` , j J '1 � � 7 a ��,� � � ` ` _ r~. _. ' -sue; , , , _ t � r / J �' Mi _ •� T i t f` J r' f--8• _$ - _ -`- #5 '� �...,...... _ t v I�t r ' W=3.25' !� w v r r ,.•• J r dJ r / f-.' r $r7•��, - \�\ ♦ \ n .�.� �, ....., ,9 r /P f � fl /� .. �, hi /'t df .h'GW=1 • Jr O e I r h ' \ � � h" *,. � t. > c> t "�. / �, r , 4 1 j f d I - / I � �t l � I f �E. �WALE#1 7 `ti I'1 = /' / jl i RE A1� i WAL dr!V, 20' ASPHALT DRIVE CENTERED rrP /� - `� \ CULVEF #1` ` 1 t - BY�OTH R 8 ; BMW'° •A 0,~ I s,,�; 1 �. IN 20' ACCESS EASEMENT -�N' \ `r '-�-� t `, �, J Per `` . �'` ,,,-.,.. ♦ \ d 4 3 I out ^1 °/ �; , `� \ ` \_ ♦ \ ♦ ` � � ' , '`. ,` � \ .- .-- ..... -.. _,.. ...... _... _..... -a t i , ` i ! i a,� x� -` �I ,..- '�i". ,t - :.........L .. .» 1.. f t I .,may � ��? �.«w..,..., l t , *+ ' , r � y •, +/ I � if' r � • 1 x WAL E #2 i i I r' I h O h/ O �? !� / .O v t v/,< I _4 e-^ SWAL� #3 f ; ! �- ^ ,; co ro <r; h• , h , 1 I \ I / i �I T.W=3. 40 er 1 \ / _ 1 \ \ l \ I , x i I J f � .,..� \ s I , I I t t .. :�... L i A `� 1 u,•, N T_ M \ \ \ m \ \ ' \i \� ♦ e+� i I ' ! rJ*J I \01 \ 0 \.. \ i 1 I- r `\r �� ♦ 1 \ \ \ 0,$h e` I + , ! \ 9'l m ! + _ '� ♦ 1 \ V \ "� I�1 dr � m l I I � J � ,'' �. 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P. ,.Y �v11 .,,�/{y /'c ..i , �0` I I ,-f,' r°{f I , 1 I 1 ` ' ` t v ` �Q r' d' ' ,' Ii t���.,` , r ;ZL J' ' NDS % '� i _ �" v 1 ♦ ' ' I Q ^,� ate', N ,ftU 11 1{ 11 110 `l Ih� �\ vv \vv� rr /J ,t t I F �p l i it w ti1 r� `{ ✓ j 1 "�' /� _ �4 ". �1 ' 1 ��11 \\ \� \ \ \\1 `e \\� a P !d 1 e rl ii J, tr t ss ri I 1 t f _ t ® �1 1�„ a ..,„....,�,,��,,,,..1,.,:r.�>.,,.,NF t I t „�, , � ^"J 4% ''I '"t i„ '1 // 'e if 1 t 1 t ! � '� I i �\J S ' ` t f 1 .# drd` ,DO _ rr , \ \ ! �l !f J �i - _ r J "i -- d I t ND t �i N', da ✓/ /r i 7 {f J / (� -y SST LET � � �Y I ., J � qE If. 1 ✓ d "a I t t I t t \ t �• �. ` _ d-, % fl f 't 2 p y 11d "TT BUY+- rr as , { , , l t s it 1 t 1 1 t \ 9.0 f r/ iri / _ _ _ _.3 _ � _ _ `� y�- -� � __ ------ '/ �/ ' " -i S' / ' i 1 t 1 fd 7 pr 7 ,� i s} t ,'f N I + ! we''1{p' t 4 t , l \ il� i 4 `r� t '� " J l r \ 1�/' / ' ` f f r % �% • ` W 7•- `t �" �.G I •+ 1 \ ,, \ 111 - _ '- ``- ` t ! t `t - -- "" r[}, \ %J � ' Ci I ' 1 I s I t 1 \ e 6- - SHEET # 5 OF 9 PROJECT #:PM1258-2 DESIGN FILE #:Construction Drowings.dgn 'I"ram = 1 .ate--i_ �, '-l�P INV 1/ cV� j - - - -? =- SAHQWf 100'SE7& -I' J I _ /, �( �( \1- o tti' + i K' ei -"'s '1 ` �\ S _, r� Pr•' r J , + d { r \ a \ �Il"\ta! 11 i �til j a\ �e4 `�`- x '- �W5r - -- ` �� 3., i/ ,l v //T N.� :\ ,,` y♦ << _ �� t l _�J t I m- X l i _--=���� � f � x�_ _ _ —� ,— = ', C/OA�STAL VV,EfLANQ = - a ,♦ -✓-/ j �.r`"•C, ®�'� / \ t' 1 1\ i ♦ � _ T ♦♦ _ _ - -x- %'• `f �^'J - - -• - — - �� rl �J "` - � -A . -"� -' -Ps _ _- J 7 - t / l , J� /' / / _Q '\ \6\'tPti�• �° \ \,,`*� \ b 13S,pS�H�S � ---�- Jti is --= ----I % t �r , \'♦ \ � _ � ,�' � s� � � '� �Q /�' moo\ ems\ ♦ \ \ c M +�i-' `r - ••✓"`=- - t - - - ✓ �= _ 6 ql! 1 r - ` _ �I _ _- ' .> ' r 1 , j ♦♦ 1� 00 S,So �` m� t A g_ -x\a e17"� j ° ......... rn N/F S�,%'�i 1 / ; 11j _ �.__.,�I_ ... _ �r r`'� .,..�J �• ,tA, 1 tf] ,l ', '1 �71~•`.g,-f�,.,®° _ `�, -�-';a 362.20 FIRST 8 LAST CHILD. LLC %% `` ✓' j /f `''j"E S14°27'07'� Q i J S19 52 07I/ E PIN:535702871120000 S16015' 0711E S23° 29 E DB 961, PG 60 SWALE DATA TABLE CULVERT DATA TABLE LEGEND CULVERT #1 56LF 15" RCP @ 0.54% SWALE #1 .3; DEPTH = 1 .50' UPSTREAM INV = 9.50' DOWNSTREAM INV = 9.20' � 404 WETLANDS 2.0 CULVERT #2 50LF 15" RCP @ 0.40% UPSTREAM INV = 6.50' DOWNSTREAM INV = 6.20' COASTAL WETLANDS DEPTH = 1.50' CULVERT #3 SWALE #2 �;� 24LF 15" RCP @ 0.42% 5.0 UPSTREAM INV = 1.30' DOWNSTREAM INV = 1.20' SWALE #3 3; ", DEPTH = 1 .0' �__ - EXISTING CONTOURS 2.0 9.0 PROPOSED CONTOURS SWALE #4 3.';1 DEPTH = 1.0' 5.0 TW=4.2� �W- �, TOP AND BOTTOM SWALE #5 q. A;h DEPTH = 2.0' 10 WALL ELEVATIONS 4.0 SWALE #6 3.,;N DEPTH = 2.0' 3.0 A• 20 • 40 80 4• ,,jo illl III/ r n� SEAL - 0377'8 Izz REVISIONS: Na BY DATE DESCRIPTION I CHIC 11129118 MARINA REV. PER DMF 2 CMC 1122119 MARINA REV. PER DMF N/F: HAROLD R. COMER, ETAL PIN: 535702953841000 DB 1474, PG 74 GRADING & DRAINAGE PLAN SHOIRlE FR (D INT PAR] . RV PARK & MARINA WHITE OAK TWSP., CARTERET COUNTY, NORTH CAROLINA CLIENT:HAROLD COMER, ROBIN COMER 8, DESIGNED: DONNA COMER CMC ADDRESS: 400 WETHERINGTON LANDING RD. DRAWN: STELLA, NC 29582 CMC PHONE: 252-725-0548 CHECKED. RDC �I_ E CULLIPH ER CROtTP, P.A. APPROVED: ENGINEERING & SURVEYING SERVICES CMC 151A HIGHWAY 24 DATE MOREHEAD CITY, N.C. 28557 (252) 247-7479 LICENSE NO.C-4482 1 1 /29/18 SCALE: CHARLES M. CULLIPHER, P.E. 1 11=4 0' NpRTy SEE SHEET 7 FOR SEPTIC AREA D ----------------� I 3" 'CH 40 PVC ORCE MAIN RE I I L — — — -- -—i I =$sus„�s s—ss— ss—s s s ss—s ss- 4 SCH 40 PVC @ 1 % MIN M M M M M M M M M 7.69 so 8°2` ' L— — — — -- --------I �, ���Nti _ i _ in Ln I TAP 3" WATER LINE TO EXISTING / WATER LINE WITH 6X3 TS&V I / N / Q I ;; / I m I w Ln I 1 a � � � I N I ti SEPTIC AREA REQUIREMENTS (AREAS A THRU C) INITIAL SEPTIC AREA A -(LOTS 10-16, 37-44) 15 RV SPOTS AT 100 GPD = 1,500 GPD LPP SYSTEM INITIAL SEPTIC AREA B - (LOTS 17-23, 45-48) 11 RV SPOTS AT 100 GPD + 2 RESTROOMS AT 120 GPD = 1,340 GPD LPP SYSTEM INITIAL SEPTIC AREA C -(LOTS 24-30, 49-56) 15 RV SPOTS AT 100 GPD = 1,500 GPD LPP SYSTEM ALL REPAIR AREAS PROPOSED AS ADVANCED TREATMENT, REDUCING REQUIRED AREA BY 50% LEGEND w — WATER SS— GRAVITY SEWER --► FORCE MAIN — — — — CAMA SETBACKS —•-----•--• SA;HQW SETBACKS N 'ss— SYSTEM D- - ;I 3 , 000 GALLON SEPT-I --- ' — 1,500 GALLON PUMP ANK NEC INITIAL SEPTIC AREA A INITIAL SEPTIC AREA B INITIAL SEPTIC AREA C LTAR = 0.40 GPD/SF LTAR = 0.40 GPD/SF LTAR = 0.40 GPD/SF 6 LATERALS @ 125 LF 6 LATERALS @ 125 LF 6 LATERALS @ 125 LF DRAIN FIELD = 125'x30' = 3,750 SF DRAIN FIELD = 125'x30' = 3,750 SF DRAIN FIELD = 125'x30' = 3,750 SF REPAIR AREA A = 1,875 SF REPAIR AREA B = 1,875 SF REPAIR AREA C = 1,905 SF 0 �I S17025'38"E 296.29 R1t! 1 1111�1 .49 i .� SEAS.. - - 037378 SYSTEM C 3,000 GALLON SEPTIC & 1,500 GALLON PUMP'TANK a- N/F: HAROLD R. COMER, ETAL PIN: 535702953841000 DB 1474. PG 74 HIS/HERS BATHROOM SHEET # 6 OF 9 PROJECT #: PM1258-2 DESIGN FILE #:Construction Drawings.dgn NORTH 963.43 - - - - -3s.S1 70 26' 37 "E _ "I INIT14L AR 3" SCH 40 PVC FORCE MA 127.00 ARE _ I M 52 .. SEPTIC AREA REQUIREMENTS (AREA D) INITIAL SEPTIC AREA D ( 6 ) 1 —1 /4" PVC LINES . @ 125 LF EACH INITIAL SEPTIC AREA D -(LOTS 1-9, 31-36) 15 RV SPOTS AT 100 GPD = 1,500 GPD LPP SYSTEM LTAR = 0.40 GPD/SF �- 6 LATERALS @ 125 LFaa„ . PROPOSED SITE PLAN HAS 56 RV LOTS AND 2 RESTROOMS (SEE SHEET 3 FOR AREAS A THRU C) DRAIN FIELD = 125'x30 = 3,750 SF ALL REPAIR AREAS PROPOSED AS ADVANCED TREATMENT, REDUCING REPAIR AREA A = 1,897 SF "' '. 817 6 9 REQUIRED AREA BY 50°/D s o --, LEGEND 3 0 E w WATER SS GRAVITY SEWER 30 15 0 30 60 FORCE MAIN - - - - - CAMA SETBACKS SCALE: � „ =3 O ------------- SA;HQW SETBACKS i PLAN VIEW - INITIAL AND REPAIR AREA D FILTER FABRIC OVER TOP OF GRAVEL TYP. ALL NITRIFICATION LINES 1 "Al" PVC W/ " DIA HOLES La 5' O.C. TURN 6" DIA. x 12" HOLES UP (FIR ORIFICE SHALL BE NO CLOSER PIPE SLEEVE & CAP THAN 3'-0" TO THE SUPPLY MANIFOLD) FIRST AND (TYP. ON ALL LAST HOLE ON EACH LINE SHOULD BE TURNED DOWN. TURNED UP PIPES) 4"PVC MANIFOLD VEGETATIVE COVER OVER ENTIRE BED 6"SOIL CAP�6 4" CORRUGATED POLYETHYLENE WITH 3 ROWS OF HOLES. THE, HOLES SHALL BE BETWEEN I.1" AND /4'. LOCATED APPROX. 126° APART. SELECT BACKFILL COMPACTED ao TO 95% STANDARD PROCTOR � IN AREA TO BE PAVED. Z La MFFTALLIC TRACING TAPE Z o T ABOVE ALL PVC WATER MAINS. " " SELECT BACKFILL COMPACTED M , TO 98% STANDARD PROCTOR. USE HAND OPERATED EOUIPMENT M N ONLY. TRENCH BOTTOM SHALL CONSIST OF FIRM.STABLE MATERIAL IS SHALL PROVIDE UNIFORM SUPPORT THROUGHOUT LENGTH OF PIPE. PIPE DIA. +16" WATER PIPE TRENCH SCALE: NOT TO SCALE FOR AREA TO BE PAVED H BOTTOMS SEPT!' TANK LID AT GROUND LEVEL EXISTING GRADE nuuniiiumuulmilnnuuulmuirmu!,! i � EX. 4" SCH40 PVC Q 1% MIN FROM HOUSE T- go. TRENCHBTOKALLOWOFOR SETTLEMENT UNCLASSIFIED BACKFILL 85% STANDARD PROCTOR Mf�TALLIC TRACING TAPE 1 ABOVE ALL PVC WATER MAINS. SELECT BACKFILL COMPACTED TO 98% STANDARD PROCTOR. USE HAND OPERATED EOUIPMENT ONLY. TRENCH BOTTOM SHALL CONSIST OF FIRM.STABLE MATERIAL d SHALL PROVIDE UNIFORM SUPPORT THROUGHOUT LENGTH OF PIPE. CAST IRON PIPE FERNCO COUPLING COMBINATION WYE — AND'/8 BEND TO MANHOLE SCALE: WA TER PIPE TRENCH NOT TO SCALE OUTSIDE OF PAVED AREA -' 6" DIA. 1 IZABEL EFF > FLOW HOLES 7 FILTER _ J TYP OF 5 ) MODEL NO. v _j 12" O.C. iA1800-HIP Ct I La 3 9 12' -0" 13'-0" , PROPOSED 3000 GAL SEPTIC TANK 4"x4" TRTD. POST— NEMA 4X-DUPLEX CONTROL PANEL oo EE 2" CONDUITOoIEETXXYPEE. NN DISCONNECTV4SESEPARA7EL ITEM IF PANEL IS NOT EQUIPPED WITH EXTERNAL DISCONNECT FEATURE nli�muu�ilmimumiu�ll .'I NOTE: CLEAN OUT TO BE SET 1' - 3' ABOVE FINISH GRADE DURING CONSTRUCTION. UTILITY CONTRACTOR TO LOWER CLEANOUT TO FINISH GRADE FOLLOWING FINAL LANDSCAPING. 4" THICK PRECAST CONCRETE COLLAR (OR 12" X 12" X 4" CONC. PAD.) BRASS COUNTERSUNK PLAN VIEW PLUG FIN. GRADE PAVEMENT o ao oo a oo 2'-0"oMIN. 50' MAX. - 4" PVC 75' MAX. - 6" PVC VISUAL & AUDIBLE ALARM pUC EAESYLLACCESS COVER W/ LOCKABLE HASP BOTH ENDS 1 6 7 HAL IDAY HATCH DOSING TANK 0 6" ABOVE GRADE ESSENTIAL COMPONENTS I IllWWWWllWllWllWWillW1WllIW11W1WWllW 1 SEALED MERCURY FLOAT SWITCH 2 DOES NOT EXIST 3 SCHEDULE 80- 3" PVC PIPE 4 STAINLESS STEEL LIFT CHAIN 1" DIA. RUBBER 4 3 SEALANT IN JOINT ALARM ON- --- PUMP OFF 1500 GAL PUMP TANK WITH MEYERS WHRH10 1HP PUMP AND CONTROL PANEL 3' - 5' DEEP SCH 40 PVC DWV SEWER —� UTILITY CONTRACTOR TO CONSTRUCT SERVICE PIPE @ 1.0% MIN. TO WITHIN 5 FEET OF BUILDING d INSTALL GRADE.(ASTM D-2665. D-1785) A RUBBER TEST CAP. (NO. TP6 AS MANUFAC- TURED BY JONES MANUFACTURING CO.) SANITARY SEWER CLEANOUT DETAIL SCALE: NOT TO SCALE OUTSIDE OF PAVED AREA SCH. 40 PVC TO LPP FIELD 5 3" CHECK VALVE 6 TRU-UNION OR DISCONNECT 7 3" GATE VALVE 8 AV,6" ANTI SIPHON HOLE 9 4" CONCRETE BLOCK 10 WATERPROOF ELECTRICAL DISCONNECT 11 FLOAT TREE (SEE DETAIL) 12 EFFLUENT PUMP - UL APPROVED MANUFACTURER_ MYE_R_S MODEL No.- MWIOO (OR APPROVED EOUIVALENT) TO___ HP _-1—PHASE 23_Q_ VOLTS PUMP TAL DYNAMIC HEAD_27_ 98 _ 0_106 OOGPM NOTE: DESIRED PUMP DELIVERY RATE IS 72.0 GPM. (FIELD ADJUST FOR 3 FT. PRESSURE HEAD) DESIGN SUMMARY - SYSTEM A (15 CAMPER CONNFCTIONS) DESIGN FLOW (TOIAL) 1500 GPD DOMESTIC WASTE 100% L.T.A.R. 0.4 TOTAL AREA REO'11 3750 SF TOTAL AREA PROV'0— 3750 SF TOTAL LATERAL LENGTH REO'D. 750 FT. TOTAL LATERAL LENGTH PROV'D. 750 FT. NUMBER OF LATERALS 6 LATERAL LENGTHS 125.0 LF ORIFICE SIZE %2 IN. ORIFICE SPACING 5 FT. O.C. NO. OF ORIFICES 150 FLOW PER ORIFICE 0.5 GPM LATERAL PIPE SIZE 11'4 IN. MANIFOLD PIPE SIZE 4 IN. MANIFOLD LENGTH 29 LF SUPPLY LINE PIPE SIZE 3 IN. SUPPLY LINE LENGTH 241 LF DESIGN SUMMARY - SYSTEM B (11 CAMPER CONNECTIONS d 2 RESTROOMS) DESIGN FLOW (TOTAL) 1340 GPD DOMESTIC WASTE 100% L.T.A.R. 0.4 TOTAL AREA REO'D 3350 SF TOTAL AREA PROV'D. 3750 SF TOTAL LATERAL LENGTH REO'D. 750 FT. TOTAL LATERAL LENGTH PROV'D. 750 FT. NUMBER OF LATERALS 6 LATERAL LENGTHS 125.0 LF ORIFICE SIZE %2 IN. ORIFICE SPACING 5 FT. O.C. NO. OF ORIFICES 150 FLOW PER ORIFICE 0.5 GPM LATERAL PIPE SIZE 11,4 IN. MANIFOLD PIPE SIZE 4 IN. MANIFOLD LENGTH 29 LF SUPPLY LINE PIPE SIZE 3 IN. SUPPLY LINE LENGTH 384 LF DESIGN SUMMARY - SYSTEM C (15 CAMPER CONNECTIONS) DESIGN FLOW (TOTAL) 1500 GPD DOMESTIC WASTE 100% L.T.A.R. 0.4 TOTAL AREA REO'D 3750 SF TOTAL AREA PROV'D. 3750 SF TOTAL LATERAL LENGTH REO'D. 750 FT. TOTAL LATERAL LENGTH PROV'D. 750 FT. NUMBER OF LATERALS 6 LATERAL LENGTHS 125.0 LF ORIFICE SIZE %2 IN. ORIFICE SPACING 5 FT. O.C. NO. OF ORIFICES 150 FLOW PER ORIFICE 0.5 GPM LATERAL PIPE SIZE 11,4 IN. MANIFOLD PIPE SIZE 4 IN. MANIFOLD LENGTH 29 LF SUPPLY LINE PIPE SIZE 3 IN. SUPPLY LINE LENGTH 225 LF DESIGN SUMMARY - SYSTEM D (15 CAMPER CONNECTIONS) DESIGN FLOW (TOTAL) 1500 GPD DOMESTIC WASTE 100% L.T.A.R. 0.4 TOTAL AREA REO'D 3750 SF TOTAL AREA PROV'D. 3750 SF TOTAL LATERAL LENGTH REO'D. 750 FT. TOTAL LATERAL LENGTH PROV'D. 750 FT. NUMBER OF LATERALS 6 LATERAL LENGTHS 125.0 LF ORIFICE SIZE %2 IN. ORIFICE SPACING 5 FT. O.C. NO. OF ORIFICES 150 FLOW PER ORIFICE 0.5 GPM LATERAL PIPE SIZE 1104 1N. MANIFOLD PIPE SIZE 4 IN. MANIFOLD LENGTH 29 LF SUPPLY LINE PIPE SIZE 3 IN. SUPPLY LINE LENGTH 676 LF NOTES 1. PREPARE SITE IN ACCORDANCE WITH CARTERET COUNTY ENVIRONMENTAL HEALTH DEPT. REGULATIONS. 2. SEPTIC SYSTEM COMPONENTS SHALL NOT BE LOCATED UNDER PAVED AREAS OR AREAS SUBJECT TO VEHICULAR TRAFFIC UNLESS SHOWN. 3. ALL TANKS AND FILTERS SHALL BE STATE APPROVED. 4. SEPTIC TANKS, PUMP TANKS AND- LPP FIELDS SHALL BE LOCATED THE MAXIMUM FEASIBLE DISTANCE FROM ANY WELL BUT NO CLOSER THAN 50 FEET. 2"x 2' TEE. TYP 2" CAP I I 2"-9G DRILL HOLES TO 2' -6" RECEIVE FLOAT 1 HIRES I I FINISH GRADE 1 II 2_ PVC PIPE _ _ A.i xs� TEE. TYP T"x 2" TEE. TYP PRECAST 6" THICK.CIRCULAR CONCRETE COLLAR/PAD N 13D00 PSI I VALVE BOX I s a 1 1 SEALED MERCURY FLOAT SNITCHES NEW GATE VALVE II I Bx6x 16" PVC PIPE INTO CMU tINSIDE 2" PVC PIPET C ELL N/LCONCRET WATERLINE 1'-2'z 1'-2" CGNCRETE PAD TO BE POURED SO THAT NO FITTINGS OR FLANGES ARE COVERED NEW GATE VALVE & VALVE BOX DETAIL SCALE: NOT TO SCALE OUTSIDE OF PAVED AREA OCT 22 2U18 FLOAT TREE DETA�DCWMHD L SCALE: NOT TO SCALE CITY REVISIONS: N/F: HAROLD R. COMER, ETAL PIN: 535702953841000 DB 1474, PG 74 SHEET # 7 OF 9 PROJECT #:PM1258-2 DESIGN FILE #-:Construction Drawings.dgn L SEAL = 03737 /S m, COVel ll .r +r+ 0FFSE -••-' IpARtA b n s Z s �/)c s O x 1 1 O g {\C) Z� v - �— `r f` �► tp r ` f a :z \ i W _ a ` '' ' )f .....,, s Y ` ' 71 8 I , p p N D E EC .a SHEET # 8 OF 9 PROJECT #: PM1 2 48-2 DESIGN FILE #:Construction Drawings•dgn 6' WIDE KAYAK BOARDWALK EX. CONCRETE BOAT RAMP TO BE CONVERTED TO KAYAK LAUNCH NHW NOTES: 1. PROVIDE FIRE DISTINGUISHER AT EACH FDC (6 TOTAL). 2. PROVIDE SIGNAGE FOR THE FOLLOWING: A. NO SEWAGE PUMPOUT OR DUMPING ALLOWED B. NO BOATS LARGER THAN 24' ALLOWED C. NO BOATS WITH HEADS ALLOWED 6" PVC DROP INTO MARINA BASIN W/ 5.5" FIRE SUCTION CONNECTION 24" ABOVE GROUND 4" SUPPLY STANDIlIPE 24" ABOVE GROUND 6' WIDE BOARDWALK OVER COASTAL WETLANDS 4" PVC DRYSTAND SYSTEM FOR FIRE DEPARTMENT SUCTION DROP PIPE - 6" PVC TO SUCTION DROP PIPE - 0 o � • o o � o Ln 11 0 W W PIER A., 4" PVC DRYSTAND SYSTEM FOR FIRE DEPARTMENT --A— C:) NORTH r v co i I z U, LO �Z 96 SLIP MARINA c) n OBSERVATION 20.00 \ PLATFORM O INSTALL EMERGENCY PHONE AT ELECTRICAL PLATFORM T LEGEND PIER B ('2 SLIPS` �4.00 TYP 24.00 TYP 5 FDC PIER C (16 SLIPS) 48.00 54.00 TYP TYP I 6.00 T) P PUBLIC TRUST AREA= 5,280 SF FDC =— PUBLIC TRUST AREA= 3,984 SF Q- - ---6 0---6- © -o FISH CLEAN NG e STATION 48. FDC —°---b PUBLIC TRUST AREA= 3,984 SF --�—� 4——e-- :4 PVC DRYSTAND SYSTEM FOR FIRE DEPARTMENT PIER D (12 S_!PSI FDC SIGNAGE PEP N:]TES 2A. 2B & 2C -� ON THIS SHEET AT END OF EACH PIER E PIER (TYP) (16LIPS) 4" PVC DRYSTAND SYSTEM FOR FIRE DEPARTMENT TIE PILES ( TYP ) 4" PVC DRYSTAND SYSTEM FOR FIRE DEPARTMENT O O a. co O-) © ---b PUBLIC TRUST AREA= 5,280 SF CUAS I AL WL I LANUS _ •— W WATER LINEFDC FIRE DEPARTMENT CONNECTION _ ..•+ CAMA MARINA CALCULATIONS SHORELINE = 1,795.63 LF ALLOWABLE PUBLIC TRUST AREA OCCUPIED BY MARINA WET SLIPS = 27 SF PER LF OF SHORELINE ALLOWABLE PUBLIC TRUST AREA OCCUPIED BY MARINA WET SLIPS = 27x1.795.63 = 48,482.01 SF PROPOSED PUBLIC TRUST AREA OCCUPIED BY MARINA WET SLIPS: PIER B = 3, 984 SF �'F°k;. PIER C = 5,280 SF 610�� Nth PIER D = 3,984 SF PIER E = 5.280 SF TOTAL = 18,528 SF IC1 6.0' — kc-- 0 TAPEREDYFFINGER ,I, m o o • BOAT LIFT cv EACH SLIP 12" DIA. TIE PILE (TYP) TYPICAL WETSLIP LAYOUT 1 0' 0 " MAX 10' WIDE BOARDWALK SCALE: NOT TO SCALE STRUCTURAL DESIGN BY OTHERS 6' WIDE BOARDWALK FOR MARINA & KAYAK LAUNCH OVER COASTAL WETLANDS SCALE: NOT TO SCALE STRUCTURAL DESIGN BY OTHERS REVISIONS: Na BY DATE DESCRIPTION I CMC 11129118 MARINA REV.PER DMF 2 CMC 1122119 MARINA REV. PER DMF N/F: HAROLD R. COMER. ETAL PIN: 535702953841000 DB 1474, PG 74 MARINA PLAN SHOIR IT Ed FIR®NT PARITK RV PARK & MARINA WHITE OAK TWSP., CARTERET COUNTY, NORTH CAROLINA CLIENT:HAROLD COMER, ROBIN COMER & DESIGNED: DONNA COMER CMC ADDRESS: 400 WETHERINGTON LANDING RD. DRAWN: STELLA, NC 29582 CMC CHECKED: PHONE: 252-725-0548 4 0..RDC 0 - - _ 7I°]H[lE C�T]LILI1[�]['[]EI$ GIFgO�JIC�, P.A. APPROVED: - c SEAL r; 037378 Y ENGINEERING & SURVEYING SERVICES CMC 151A HIGHWAY 24 ,�•p`4'GtNE4' MOREHEAD CITY, N.C. 28557 DATE (252) 247-7479 LICENSE NO.C-4482 1 1 /29/18 r, IIM I I/Z\ - SCALE: CHARLES M. CULLIPHER, P.E. 1 "=20' i �R � s � it 1 � Y _�� _'�♦ &P ; o v -> \ t 15 10 5 C —5 6' WIDE BOARDWALK OVER COASTAL WETLANDS 0 0 >- o '- ♦/ 34. 56 —; I I HIGH GROUND ;— I I I I I I I I :M I I I I ITI 10 I I I m I I z I I m I I I I I I 1 I I I I 1 1 I , I O I I I I 1 00 I , I I, I I n I I I m I m I I I 1� I I , I I I 1 01, I I -- I O I 1 0 1 ILA In I O I I 1 Z M1 I I I I D I I I 1 I IN D I I I I IN I -i I I I O I 0:I I I.. I= ID I m In ID ID Ir I 10 1 I 1 1 I -4 1 I 10 I� I I� IK ID I I� I Im I I a) 1 10 ILn I M, 4 I 1 100 10 1 D I I M Im 1 _I I I --i 1 D I I m r I IC I Im 10 I(_ I Ir I-: I I 10 I 11 D IDTI Z IM I`t ITT' -I IZ Ir IZ In D I N Im ID 1m 10 I ' � IN-- I m— I i 0+00 SHEET # 9 OF 9 PROJECT #:PM1256-2 DESIGN FILE #:Construction Drawings.dgn 1 +00 OBSERVATION PLATFORM PIER A PIER A PLAN VIEW SCALE: 1 "=20' i im z I I I I � I I U7 I 1 1 0 I ' I I X 1 N I I I O I co I I m 1 1 I I � Ln I I 01 I O I I 0 X I I N I I 01 I m Z I I 0 r I 1 D I I I I D r� 1 7 O I I Z I I D I I �-- PIER B � (12 SLIPS) BOAT LIFT EACH SLIP PIER D ( 12 SLIPS) PIER C � (16 SLIPS) CO co I 1 m l I m l I Gi I I m O _I I I I I m zl I Iz I D Z I I I D N I � I I I N 1 I I I N I I 1 m j I I m I I 1 m I I m 0 I I I I r r 1 I I I I I I N 1 r I N I 1-0 I I I I N I I I I N I I I I 1 M m I I I I m I I I I I I I ' 6, i ' i 6'WIDE ' I � F I NG-R I -o F I I NGER ' I 1 PIER i m PIER m ;0 I I �0 1 I I I I I I I I t o, ► o m l I I I M ! m rINt 2 +00 = —00 CAMA CROSS SF2T I C'=-A HORIZONTAL SCALE: 1 "=20' VERTICAL SCALE: 1 "=2' WET SLIPS (TYP ) 4 +00 NHWO N L WO N/F: HAROLD R. COMER, ETAL PIN: 535702953841000 DB 1474, PG 74 MARINA CROSS SECTION REVISIONS: Na BY DATE DESCRIPTION I CMC 11129118 MARINA REV. PER DMF 2 CMC 112211.91 MARINA REV. PER DMF RV PARK & MARINA WHITE OAK TWSP.. CARTERET COUNTY, NORTH CAROLINA CLIENT:HAROLD COMER. ROBIN COMER 8, DESIGNED: 5 +00 DONNA COMER CMC ADDRESS: 400 WETHERINGTON LANDING RD. DRAWN: 1111I( STELLA, NC 29582 CMC A�i PHONE: 252-725-0548 CHECKED: SEAL = RDC Tl H E ��J�,]L��IPPH�RG�J>C'y][�.AL. APPROVED: g3737$ _ — ENGINEERING 8,RVI(;"ES 24, CMC ' \ r''✓ MOREHEADWCITYAY N.C. 28557 DATE a>a �U�- ���'4 (252) 247-7479 LICENSE NO.C-4482 1 1 /29/1 $ I t SCALE: CHALES M. CULLIPHER, P.E. R ------_ - -_ _ -- VARIES