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Home My WebLink AboutSW7000321_APPROVED PLANS_20010608STORMWATER DIVISION CODING SHE POST -CONSTRUCTION PERMITS PERMIT NO. SW 7lW32 DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE DOC DATE YYYYMMDD Ld Ld C/) H z 0 cy d W Q CITY OF NEW BERN 1277 cn It SON OLD ASHPALT CURB —� \ \ I FACE OF `CONCRETE BULKHEAD /SURFACE 2 / / / ! / / / / / / / / / •ELEVATION ON TOP,.; AND HIGH WATER_ LINE .OF BL)LKH D 5.0' \ \ \ \ \ \ � /APPROx. EDGE OF ASPHALT 1 O 1; \ \ \ \ \ I r (Lee c F�' PKNAIL VICINITY MAP SURFACE 5\ � \ \ /o / w \ \ \ SURFACE 4 /M-' Q \ \ \ IAJ w Lli cl- a. A/ Ld / \ LJLJ Lo \ \ \ \ \ LEGEND \ \ \ \ LLI `;URI-ACE 1: CONCRETE AND ASPHALT rrrr/////// r°°\ - .LIr�F.gCC 2: ASPHALT g Z: �, \ \ \ SURFACE 3: COMPACTED GRAVEL SURFACE`S SURF -ACE 4: GRASS AND DIRT SURFACE 5: WATER /SURFACE 2///r PROPERTY AREA ELEVATION ON VP OFBU\IIEAD4d' \ \ \ \ z LAND: 148,922f SF (3.418 AC) WATER: 81,709± SF (1.876 AC) rPHAS,Er1 BOUT` II)ARY SURFACE 4 /\ \ \ \ o SURFACE 1 /!////////// '///// :. \ Z -- r///r//////r1 EXISTING IMPERVIOUS a; SURFACE 1: 9,000f SF (0.206 AC) Q SURFACE 2: 56,607f SF (1.300 AC) OLD FARTHEN JETTY SERVICE \ �,, ':h I- SURFACE 3: 12,503± SF (0.287 AC) STATION BUILDING ///////// APP D SURFACE 3 NOR'11'i�AR('�t� RONMENTAL EXISTING PERVIOUS /rrr / / / / SURFACE =� MANAGEMENT W&lQN — \ems OF OLVA" SURFACE 4: 70,812t SF (1.625 AC) \ \ Dace ± POLLOCK STREET THIS DRAWING RE —ISSUED 06-07-01 IN RESPO,iNSE TO A DWQ REQUEST FOR 2 SETS OF PLANS THAT IN(..LIJDE THE DWQ REQUIRED REVISIONS PREVIOUSLY SUBI.IITTED SEPARATELY DURING SEPTEMBER AND NOVEMBEP\ OF 2000. 0 U - � e r 4`.� rjf. •f S SHEET 1 OF 3 7 RONT STREET DEVELOPERS, LL( EXISTING CONDITIONS AT OLD HOLIDAY INN SITE TOWNSHIP NO. 8 CITY OF NEW BERN CRAVEN COUNTY DATE: _?AARCH 24, 2000 R O B E R T M. CHILES, P. E. JOB NO; 99093 ENGINEERS AND CONSULTANTS SCALE: I" = 40* NEW BERN, NORTH CAROLINA �" 1 ! �� i � ..,Ir ... .... ........ �..r .5`�- r� i,•:r') i:I�S ,'�.' �.�'- e'I.� � 1� �iil i ..:� .,ii.<ik'�e!ael,'17'i.,�k�r,. . .a: 1 ,:r-i- I _ sue._; _. ._:.+ .. .. r 't.- 31 t ;•i ..;_(_ ,. _.._ : Y:ii,�i_ a J_, +.1 61 +21 -a 0 CM POLLOCK STREET 60' R/w LEGEND E1P — EXISTING IRON PIPE IPS — IRON PIPE SET 0 CM -- CONCRETE MONUMENT '_O, — POWER OR UTILITY POLE OS — SANITARY SEWER MANHOLE OH — OVERHEAD WIRES CB — DOT STANDARD 840.02 CONCRETE CATCH BASIN OH --- --id CITY OF NEW BERN * THESE DISTANCES DIFFER FROM DEED DESCRIPTION TO CORRECT CLOSURE ERROR. * 505.01' TOTAL (DEED 504.9') ° 223.�1' \ \FACE OF CONCRETE BULKHEAD AND HIGH WATER LINE SAND FILTER BMP DESIGNED IN ACCORDANCE WITH NCDENR DOCUMENT "STORMWATER BEST MANAGEMENT PRACTICES" DATED NOVEMBER 1995 o ° —OUTLc`T INVERT 2.0' (TYP) ry ° ° O ° ° W N Q V ° � Ln in � � W (V M M z 1a1 4i Y M Q � a � o ° * tn o a w a w ,ELEVAnON ON TOP Ld OF EIUb,HEAD 4.8 SAND FILTER BYPASS z "--(SEE DETAIL THIS PAGE) ~ Ir '' ELEV. 2.92' ROOF DRAINS (AS NEEDED) p S 82'07'24" F S 75'06'23" E Ld z 147.12' 39.60, ____ -- �1�+� cc ART1 N y.fETTY..__________ ir 0' a I PROPOSED RE TAURANT o n SPACEOSCD i0 SO FT. F. io,5 I 4200f Q.FT. 0 - C? W 00 F.F.E. 10.5' { N PILINGS} Y ------ 101.76' 32.00' + N 80'58'21W N 83'21'12" W OR IN NEIED) I 16123' S 08,13*58" w 25.34' 0.38' 175' CAMA LINE NOTE THERE ARE NO JURISDICTIONAL 404 WETLANDS GR .OASTAL WETLANDS LOCATED ON THIS SITE. THIS DRAWING RE —ISSUED 06-07-01 IN RESPONSE TO A DWQ REQUEST FOR 2 SETS OF PLANS THAT INCLUDE THE DWQ REQUIRED REVISIOIIS PREVIOUSLY SUBMITTED SEPARATELY DURING SEPTI_AIBER AND NOVEMBER OF 2000 2 1 1- 01- 00 REWSE SANI'IL TER DIMENSIONS PER DWO MLR 1 9-21-00 ADD SAND FILTER BYPASS AND DETAILS MLR N0. DATE DESCRIPTION BY 2 r W r`+ : c '. . x �•l,N. . "L 0 1277 146, NORFOLK 5 a SUPPLY VICINITY MAP PLAN �Il `��i• `15w 1`:11��' PROFILE SANDFILTER BYPASS DETAILS N TS BERN EXISTING BULKHEAD EL. 4.80'# SHEET 2 OF 3 RCS NT STREET DEVELOPERS, L STORMWATER CONTROL PLAN FOR OLD HOLIDAY INN SITE TOWNSHIP NO. 8 CITY OF NEW BERN CRAVEN COUNTY DATE: MARCH 24, 2000 R O B E R T M. CHILES, P. E. xe NO: 99093 ENGINEERS AND CONSULTANTS SCALE: 1 " = 40' NEW BERN, NORTH CAROUNA . � r 11 y■� t.1.�1..- EL. 5.50' 5.00' 4.33' 3.66' 3.00' 2.33' 10.0' FIRST BLQ( 8X$) END WALL BYPASS 301.33' OMIT SECOND BLOCK IN TOP ROW PROVIDE THREE CONTINUOUS BLOCKS AND EVERY THIRD BLOCK THEREAFTER IN TOP ROW WHERE PATTERN OF OMITTING CONTINUE PATTERN TO MIDPOINT OF WALL EVERY THIRD BLOCK MEETS IN CENTER JANL I -IL I LIK 1-'LAIV VILVV RST BLOCK (8X8 END WALL OMIT SECOND BLOCK IN TOP ROW AND EVERY THIRD BLOCK THEREAFTER CONTINUE PATTERN TO MIDPOINT OF WALL CENTER WALL: CONCRETE BLOCK, RUNNING BOND CONSTRUCTION, ' OPENINGS AS DETAILED. 10.0 4.1 3.9' SAND SEDIMENT CHAMBER CHAMBER EL. 5, 50' 5.00' 4.33' 3.66' 3.00' -- 2.33' f T Y I--" FABRIC WRAPPED 4"0 CORRUGATED PLASTIC PIPE, OUTLET INVERT 2.0' SECTION A —A C SECTION B—B (NTS) 8 FT. A36 W8X13 BEAM 15"0 RCP SEE NOTE 1 STORMWATER INLET 15"0 PIPE WA rd "a I K' w"' TOS & INVERT 2.33'--, 1-90' ELBOW WITH SUPPORT SECTION C—C (NTS) 6" I I I 6" 3 4-#4 GRADE 60 BARS 90" IN LENGTH-j!' 12" ON CENTER 6 pf 2 COVER BELOW BARS 10-#4 GRADE 60 BARS 42" IN LENGTH 12" ON CENTER 12" _ J-- 36" 10' 2—#4 GRADE 60 BARS 24" IN LENGTH FOR LIFTING SEE LIFT ACCESS DETAIL BELOW ONE BAR FOR LIFTING 36" FROM EACH END t4 UU ILt 15) OUTLET INVERT 2.0' 309.33' —S EXTERIOR WALLS OF CONCRETE BLOCK RUNNING BOND CONSTRUCTION_ HORIZONTAL REINFORCEMENT FOR CMU WALL EVERY OTHER COURSE 22"t TO FIRST BAR (BOTH ENDS) T l REINFORCEMENT PLACEMENT IN SAND FILTER COVERS (77 COVERS REQUIRED) NOTE 1: BEAM SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A 123, AND A 325 INCLUDING ALL APPLICABLE DOCUMENTS, ESPECIALLY ASTM A 385, AND THE AMERICAN HOT DIP GALVANIZERS ASSOCIATION RECOMMENDATIONS. COATING WEIGHT SHALL CONFORM TO TABLE 1, ASTM A 123-84, BUT IN NO CASE SHALL BE LESS THAN 2 OUNCES PER SQUARE FOOT OF COATED SURFACE. TOUCH-UP SHALL BE WITH A ZINC RICH PAINT (COLD GALVANIZING COMPOUND) IN ACCORDANCE WITH AMERICAN HOT DIP GALVANIZERS ASSOCIATION RECOMMENDATIONS. 6"0 SCH 40 PVC SCH 40 THREADED PLUG FLUSH WITH CONCRETE SURFACE #4 GRADE 60 REBAR LIFT ACCESS DETAIL #4 BARS 24" O.C_ — TER AND CENTER WALLS #4 BARS 12" 0. C. #4 BARS 12" 0. C. 24"t TO SECOND BAR 4 BARS TOTAL EACH END WALL 1st BAR 3" FROM SLAB END REINFORCEMENT PLACEMENT (BASE AND WALLS) n B F J C E H A D f G SLAB REINFORCEMENT 132"t TOTAL LENGTH EACH BAR APPROXIMATELY 309 REQUIRED P P R J� S LL OUTER WALL CENTER WALL END WALL REINFORCEMENT REINFORCEMENT REINFORCEMENT 155t REQUIRED 155f REQUIRED 12 REQUIRED 48" TOTAL LENGTH EACH PIECE THIS DRAINING RE --ISSUED 06-07-01 IN RESPONSE TO A DWQ REQUEST FOR 2 SETS OF PLANS THAT INCLUDE THE DWQ REQUIRED REVISIONS PREVIOUSLY SUBMITTED SEPARATELY DURING SEPTEMBER AND NOVEMBER OF 2000. I ARFI DIMFNSION A 1 INCH B 44.5 INCHES C 8.5 INCHES D 4.1 INCHES E 8.5 INCHES F 44.5 INCHES G 1 INCH H 6.5 INCHES J 6.5" OUT TO OUT 0 90 INCHES P 40 INCHES R 37.5 INCHES S. REMAINDER SHEET 3 OF 3 7F 50 i # • RF"D -1t f t. a o + + - _ 4)'Ti IL CITY OF NEW BERM� � 7 = � f f fACl� OF C074GR{3E BU4kHiFAp SURFACE I ILEVASION TCI — ..&. AND HIGH WATER U►EE ' - — -� APPRox E4C of AgFFIAtT - {D rn LA Foy VICINITY MA P \t/ SURFACE 4� `' LIA U] �— f LL .— �. W r - `. Ld Ld LLFF -- (1l LEGEND �k -- --- CONCRETE AND A.SPHA- � APPROX. t{)GE OF ASURFACEASPHALT�p1iAl7 ..� � l/� �� `� A� E I COMPACTED GRAVEL SLJRF L) SURFACE 15SURFACE : GRASS AND DIRT I� j•//SURFACE LLA ., f r .� ' L, PROPERTY AREA -- Li [iF 61 HCAD ' x LAND, 148, 2+- SF 3-418 AC r SURFACE 4.' WATER- 81,7fli F 1,87 A . SURFACE 1 ACE 1 r h `' EXISTING IMPERVIOUS SURFACE 1; ,000f SE 0.06 AC z SURFACE 2: , 07f SF 1,300 AC � SERMC EARTHEN JETS ti+ L�RFAC 0 87 '} T BUILDING SURFACE 3 EXISTING PERVIOUS tU } k{ .-- SURFACE 4: 70381 f SIF (1-625 AC2.f' 5� 0} SHEET 1 0 F 3 P ALL CK STREET FRONT STREET DEVELOPERS, LL 5ol CAR EXISTING CONDITIONS OLD HOLIDAY INN SITE S3 6 5 4 TOWNSHIP NO. 8 CITY OF NEW BERM CRAVEN BOUNTY its/ ,••� DATE-- MARCH f]t ROBERT M. CHILES, P.E. NO, .-_.---- -.. ENGINEERS AND CONSULTANTS - - SCALE: 1'° = 40' NEW BERM, NORTH CAROLINA � � I 0 r. L i L,J 1 V z o L� LLJ EY c LEGEND x Vk Hem 5 80'57.00- � 2.• 0 CITY OP NEW BER14 * THESE DISTANCES DIFFER FROM DEED DLSCRIPTiDN TO CORRECT CLOSURE ERROR- 50-01' TOTAL (DEED 504.9`) 21 .23' 2-47' 22 3.031 ' 7V CAVA L + � �*CE aF COhItRFt1 Bu4Kr��# VATNON CH WD Kai WRIER LnE # UULKHEAfi * a SAND FILTER HmP DESIGNED IN ACCORDANCE VATS NCIDENR DOCU P4T `STORLdWAlrR BEST MANAGEMENT PRACTiCES- I DATED NO EMUR 105 � r F _ (VfLE7 INVERT 2,4' CUP) � T Y F cr} SPiEl- QU4 CONCTILN k* TH CAP FCA— e o p iFUTURE U5E 1 4 +A"I t w Y 0 0 rti 4 v r � � wLa F o o JTM CAP JrOR ' +o FUTURE LOSE +% ua k 0 ui f i Li 0 i I OI yr Y 4' STr1B-UuC0NFJECT+Or4 I 4 p iH �A� FAR I 1FI 1 Y FX NAIL ! ELEVATION UN IOP w FOUND � F i OF Br 4 biHf-tD 4 z 10 [INV REV, 233' PHASE i �'f rl`# RCP ROOF DRAM p F r,I+r ' 147-1 ' 39. O INV. ELEV. 2. TQfiFLFVS ELEV. - - -- - --TOG ELEV 5.59d-A k �ER ErJEy Cr � _ o � - - I I PROP SED RE 1`AURA T Pi U �v �VTTr' T I I cp 5* I 4200-t SO -FT_ rah + F.0 E, 10-5' (ON P1JLINGS) E � ,- r R----------T1 32 -00* 1 t < I ROOF OR, M 80'SS'1" 1M �. ! 8'21'1' YI! 1$ $ 1 F. 61P1Gi-3' 4801 POLLOCK ST EF—T 60' Rfw CiP EXIS TING IRON PIPE IE'S - IRON PIPE SET Q CM CONCRETE MCINi11v1ENT raj POWER CAR UTILETY POLE T SANITARY SEWER MANHOLE OH - OVERHEAD WIRES B - DOT STANDARD 840.02 CONCRETE CATCH BAS114 {slr�I�STF S _ E 0513,58" w 2 5- 34' 10-3$' 175` CAMA LINE NOTE: RtERE ARE F}Q JURISWTIONAL 404 WETLANDS OR COASTAL WETLAWS LOCATfir.O ON THIS 9TE 177, - - SIT VICINITY MP SHEET 2 OF t 3 9 ..._ FRONT STREET DEVELOPERS, LLB.` STORIAWATER CONTROL PLAN } FOR - OLD HOLIDAY IKN SITE rO NSHIP NO. 8 CITY OF NEW BERN CRAVEN COUNTY o0c. VAR(Al.24, 000 O EI T M. CHILES, P.E. " ft 99093 ENGINEERS AND O01+ SULIrANT SCALE: 1- - 40• -NEW BERN. NORTH CAROLINA ---- 75-7' - - FIRST BLOCI sax{ END WALL - --- — 75. OC' -- 309- 3' a�own FIRST BLOCK kraX8 END WALL OMIT SEGOhEI) BLOCK IN TOR ROW PROVIDE THREE CONTINUOUS BLOCKS OMIT SECOND BLOCK IN TOP ROW ANIJ EVERY THIRD BLOCK THEREAFTER IN TOP ROW WHERE PATTERN OF OMITTING AND EVERY THIRD BLOCK `fHEREAF: TER CONT'INIlE PATTERN TO MIDPOINT OF WALL EVERY TH�D BLOCK MEETS IN CENTER CONTINUE PATTERN TO MIDPOIN-T OF WALL CENTER WALL- CONCRETE BLOCK, RUNNING BOND CONSTRUCTION, OPENINGS AS DETAILED, AND CHAMBER SEDIMENT HAMMER 1�ADE EL. 5,50' i 5-OLD' 4.3 3' 3 6' 3 00' -33' -' 4"0 SLOTTED DRAIN PIPE FABRIC WRAPPED 4- 4"0 CORRUGATED PLASTIC PIPE, OUTLET INVERT 2-0' ,.L EL- 5-50' 5- 00' 4- 33'� 3. 66' +3y- QO' ---- {-33' SECTION A,-- A 8 13 BEAM . Norm..... SECTION B—B GRADE 3" - 8- #4 GRADE 60 BARB - 42" IN LENGTH 12" ON CENTER 12" +- - 24FF 7 -00' 4' 8' 2-#4 GRADE 60 BARS 4" IN LENrTH—/ FOR LIFTING 5„ Et LIFT ACCESS DETAIL BELOW ONE BAR FOR LIFTING " COVER ER BELOW BARS 4' FROM EACH END 4-#4 GRADE 60 BARS 90" IN LENC7I.1 - 12" ON CENTER REINFORCEMENT PLACEMENT ENT IN SAND FILTER COVERS S i 77 COVETS REQUIRED) 8 FT. A36 WSX13 BEAM 15"0 RCP SEE NOTE 1 TORMWA7ER INLET 1 S"0 PIPE 5 I I 'F TOS & INVERT 2.33' - = 90' ELBOW WI rH IJPPC)RT SECTION —C N ,L..t BEAM SHALL BE HOT DIP GAI VANIZED IN ACCORDANCE WITH ASIM A 123. AND A 325 INCLUDING ALL Af'r'I1C:ABI-F D(K'UMENTS, ESPECIALLY AS IM A 385, AND THE AMERICAN HOT FAIR GAi VAN[7FR"> ASSOCIATION REf,'OUIIENDATIOWS. COATING WEIGHT SIP'{il CONP-WW TO TAULL I, A3fb1 A 12;-81, 13011' IN NO CASE SHAII BF LESS I l t N C,i.GARD' �LlRf'ACE. T�u�l_#l—I.l#' SHAH $f A ' 3' -.-�--�----T75.7' 37- 51 4A0 CPP (4 OUTLETS) OUTLET 114VERT .C' -' -3 0 9 3 ,' -- —--' - - — EXTERIOR WALLS OF CONCRETE BLOCK RUNNING BOND CONSTRUCTION. HORG-ONTAL REINFORCEMENT FOR Cmu WALL EVERY OTHER COURSE - #4 BARS 4" O,O, � OUTER AND CENTER WALLS #4 BARS 12" O-C- \-�'rO4 BARS 'I" Q-- 1 si BAR 3" FROM SLAB END 1 O.C. FOR END WALL REINFORCEMENT FORCEMENT BARS (4 EA, WALL) REINFORCEMENT PLACEMENT (BASE AND WALLS) 0 B F J E H A D G SLAB REINFORCEMENT 110"f TOTAL LENGTH EACH BAR APPROXIMATELY 309 REQUIRED 11 F R OUTER WALL CENTER WALL END WALL RENFORCEMEHT REINFORCEMENT REINFORCEMENT 155± REQUIRED 155-f REOUIRED 12 REQUIRED 48" TOTAL LENGTH EACH PIECE SCH 40 THRLADED PLUG FLUSH WITH CONCRETE SURFA` C[ s w r 1MIIIl LIkJI iilGli I A1NT (C010 �r{sI.VANIZIN6 f OIVIP001`JI]J iN ACCORDANC F WI III AIVILHICAN HOI LAP (,ALVANIZLRt, ASSt-KrATION RECOMM FNBATkON5. Q, 6130 SOH 40 PVC —I #4 GRADE 60 REBAR LIFT ACCESS DETAIL I ARFI. I`NMCNI- iJ N A 1 INCH - B 3-6 INCHES C 8.5 INCHES D 4-1 INCHES E �F 8-5 INCHES 32-6 INCHES G 1 INCH H 6.5 iNCHES J 6-5" OUT TO OUT 0 90 INCHES P 40 INCHES R - T 37-5 INCHES REMAINDER FRONT STREET DEVELOPERS, LLC STORMWATER COWROL DETAILS F.}=' OLD HOLIDAY INN SITE >O N HIP NO. 8 CITY OF NEW KERN CRAVEN COUNT ll�#: k1ARCH24, 1 ROBERT M CHILES, P.E. `joe Nor 99093 ENGINEERS AND C014SULTANTS NONE SCALE: - NEW BERN, NORTH CAROLINA VICINITY MAP IEBEM, CITY OF- NEW BERN IPS......................................IRON PW SET IPF .....................................IRON PIPE FOUND W D8................................... DEED BOOK I P6................................... PAGE y PP................................... P0Ufa POLE f r R/W .................... .............. T Q1'' WAY I !EJ RIGH►., ! CMS ................................. CONCRETE AfONUAfEW SET CALF .................................. CONCRETE #oAVhl ENT FOUND ! $ ^ 1 1 x---------- x-----------x--------- x----- FEA42- UNE qo�. aw I Nl)c�c�o Wit 1 I, • . ......... Director of Planning of The City of New Bern, hale reviewed this survey and plat and have determined that it meets the standards �� h (V i of the New Bern Municipal Code, Section 15-15, Article(116)(i). That this survey does not a new subdivision of land as�j create arrnently defined by Section 15-15 of the New Bern City Code. , 3 ........ ��......... Director of Planning ...... i 3 -31d... -� .......... Date PLAT OR MAP TO ............. REVIEW OFFICER OF CRAVEN COUNTY, CERTIFY THAT THE :RTIFFCATFON 15 AFFIXED MEETS ALL THE STATUTORY D`C`CO REGISTER OF I)ErDS STATE OF NORTH CAROLINA COUNTY OF CRAVEN Flied for Registration at - 19 AM/Q o'clock This 5 day of A 4�12-,A4 las Ae Plat Cabinet EA Slide . -r. i -(%,r_.___ BECKY THOMPSON of Deeds/AssistwT/Depu[y R" 1. TRACT ONE IS THE PROPERTY DESLRiBEO BY DEED RECORDED AT vrEV VCA.2X e2Y1, A7-P,4EE 850 AND A PORTION O,- THE PROFEkTY DESCRIBED BY DEED RECORDED AT DEED BOOK 1103, AT PAGE 93. 1 1 1 BY DEED RECORDED AT DEED BOOR CT TWO 15 THE RFAIAIAffW PART O 1103 PAE- PROPERTY DESCRIBED 1 1 3 TRACT THREE IS THE PROPERTY DESCRIBED BY DEED RECORDED IS 8Oo57,0 1 AT DEED BOOK 1237, AT PA6E5 740 S 743 AND PART OF THE PROPERTY DESCRIBED BY DEED RECORDED AT DDED BOOK 1103, AT PAGE 93. —=56 ' 1� 11 12179,E-- 1 � � f l 0 1— - ti490°56— ,�W�t ! I I i north �Y is a/o 2l7 �/ 197-,g 1�� 5 82 °07j �e a1` exsti ctej12.37-�K s f r f f �i 1 f ?k ! J � % pO f h � O , E kheod S. 740d !�o 147 -14' 1 r v O 24 p j 6 S �ilese `s 9°� • 55 q�-RES H (UP 4 D ! f �REq wa (LIMde6. "41-conslyt►co font 4,4e41 (1) -� h pO<<O�"� N80°s7r�.,W Al,! lox 7b, ! a Q J 13R78, Mean hq,h Wa er More Rir�. -_ J 32 00, 'rh BOUNDARY SURVEY J- RECOMBINA TION OF EXISTING PARCELS FOR FRONT STREET DEVELOPERS, LLC 300 EAST FRONT STREET NEW BERN, NORTH CAROUTNA NUMBER 8 TOWNSHIP, CRAVEN COUNTY SCALE: 1 " = 40' MARCH 29, 2006 l I 40 :1 121, 95PAPI-IIC SCALE I, DEMOS A. FORNES, PROFESSTONAL LAND SURVEYOR, DO HEREBY CERTIFY THAT TWS SURVEY IS A RECOAI BIINATION OF PCR710N5 OF PREVIOUSLY SUBDIVIDED AND RECORDED LOTS. IN ACCORDANCE WITH SECTION 15-15, ARTICLE(116)(1), TWS SURVEY DOES NOT CREATE A Sl/BDIVISTON OF LAND AND 15 NOT SUBJECT TO THE SUBDTVISTON REGULATIONS OF THE CITY OF NEW BERN THERE ARE NO NEW STREETS CREATED BY THI5 SURVEY, AM ARE THERE ANY CHANGES TO ANY OaS W9 STREET. 174"W4.,A ................ SURVEYOR DATE"., � � 0 3 iii?z� .......... . Dennis Fornes d �•��pQ`� E E S S p��`' SEAL l L-3042 ; s oQ y/f rH►1r1 A. i i ti 1%Mttt�� Professional Land I, Dennis A. Fornes, certify that this plat was drawn under my supervi,Tion fJWia n tual survey made under my supervaion (deed descripition recorded in gook.... !I {�P .41e4e !! , page .................; thckt the b nl#arjes not surveyed are clearly indicated as drawn from information found i Book. A.; ![dP.f........ page ......................: that the ratio of precision as calculated & 1 -,X9j OOP E ................. , ; that this plat was prepared in accordance with 6.5. 47-30 amended Wit a my original signature, registration number and seal this ..... Z 1 . .... day of....�!G!i ........ , A. D. 2006. Surveyor.... a.-4wi . nom........................... . Registration no... L ^.? ?............................. PO Box 12947, New Bern, NC 28561 Tele., 252. 249. 0488 F i -- i ;`.�- - :: t `-' - -�-- �r -� - [ t jr �� .; f i ' 1. T 'r' �,+ i 4 7.'T . 'f S ' ' ;4 �i i�'� i r1� `'�tt -i k -, J a rf I it � i lJ: �i rr.i " Y f�'r ,G'•�' �'$ �.�ia, :' r •�k}}'• 1, � .. � i t .. .1 �. 1�.�..4..t,.,,_:SJ.-.. .... .. .......... ..... ... ,... ... .,,..,-, 55i:l. a. N�.1•LJI�11.;iti.�A�414�.L,x�:ICl ."t:4L.f�,Si # � VD $ R an 7 K2 §� % q § , m ' \� ■ §� � 7 � C■ � � n H $ % C) q 2 � § � \ , WATERFRONT REST. & GALLEY STORE || |E| 2oPO±oKSTREET 42q NEW E,NC ||�| , # Ua msNmOP m£G RNEC O D OCT 0 4 Z006 I i I k k I +V. ELEV 2.33'- I I DUMPSTERS 1 ELEVATION ON TOP OF BULKHEAD 4,8' SAND FILTER BYPASS 1 (SEE DETAIL THIS PAGE) 1 ,,�-INV. ELEV. 2.92' S 82"07'24" E L I1 I.I—_�� — 147.12' II —L� --- _ ___ — ��------------ ------ --------==------ -------- I I 1 II I I EfIRTH1=N; JET-r�, I 1 ,I I I--JI II P POSED l 1 RETAL SPACE ii PROPOSED RESTAURANT 1000_ SQ.FT. I; ' F.F. 10.5' fi F.F.E. 10.5' (ON PILINGS)I 'o I I � I I I I 20 0 10 20 RAINS (ASNEEDED) ASk PLAN SCALE � - 105.92' J ( IN FEET' ) PORTION OF FRONT STREET DEVELOPERS, LLC STORMWATER CONTROL PLAN FOR OLD HOLIDAY INN SITE, SHEET 2 OF 3, DATED MARCH 24, 2000. REVISED TO SHOW SAND FILTER BYPASS. DETAILS SCALE DETAILS SAND FILTER BYPASS TOP VIEW SHEET 1 ❑F 1 FRONT STREET DEVELOPERS, LLC SAND FILTER BYPASS LOCATION AND DETAILS FOR THE 300-BLOCK EAST FRONT STREET SITE TOWNSHIP NO. 8 CRAVEN COUNTY NEW BERN, N.C. DATE: September 21, 2000 ROBERT M. CHILES, P.E. I0� „(} 99093 ENGINEERS AND CONSULTANTS SCALE: AS INDICATED NEW BERN, NORTH CAROLINA WAVE ATTENUAT❑R 207'-3' Edge of Dock System to be on Riparian Line T3 Four Temporary Tie -Up Slips - 264'-6' T4 T5 T5 50 T 2 2 77'-9' - 75' 0 i T I 3 61'-I1' PUMP❑ T� 4'-6'x20' GAN WA e Q e a T7 T8 r Two Temporary Tie -Up Slips - 120' 104'-6' 3 /L r 10 9'-la' I I V '"T 80' - �' A ° ! ! 17 5 '+ - 42' 12 18 6 36' ° I � � 36' 12l'-6' 55' , 19 _ o 45' 45' —�- 7 1A 20 ° 4'-6°x20' GANGWA 8 F7 1 ✓ 21 p T I EXISTING STORM WATER YSTEM 10'TYP 345 6' — 6' Wide Wooden 6' Wide Wooden Slatted Sidewalk Slatted Sidewalk Existing Bulkhead Existing Bulkhead HARBOR LINE OF THE NEUSE RIVER In Co L lL a I v 3 U 41 m f' LA x L,J 4'-6"x20' GANGWAY -6' BOARDWALK 4'-6'x20' GANGWAY 6' Wide Wooden Slctred Sidewalk XISTI'NG BULKHEAD 6' tB❑ARDWALK 3'-6'k20' GANGWAY Riparian Line i5 drawmej Con Ins proprietary Information which 15 Comments. pate: Code: Red:ilarold50nPropertie5Pha5efl Scale: I :40 the property of 50UND Propo5al Layout 03 311 5107 52101 GO 10214 Drawn 6 : T.S.Garrett Fi ure 3. T MARINE NC. and Shall not be y 9 Additions have been made to plat and labe{�ng by Land Management A N copied, reproduced, or made Group. Inc iw purposes of regulatory pcnmtt+o that ray e not I N 4 I I I � p responsible for any surveynng or engineenng worE tier maybe available to third partle5 repre5entad on this plat. XCEPTIOi�lAL Y IDESIGIV without prior written perml5ion )i� r-� hAR�LDSON PROPERTIES 118 Portwatch Way ' Wilmington NC., 28412 910-395-9345 www.sovndmarine.cam from SOUND MARwr INC. FIGURE 3. PROPOSED DOCK LAYOUT 212,40 n --------_ r r a � FLOATING DOCK (WAVE 10 )UATOR)' 8 ----------.------ 80.25 l— — — j- —�— — i 42.00 F.00� — 36.00 �. r r r �45.00 r t A PROPOSE[) FLOATING DOCK 4'-6'x20' GANGWA 0 + + + \+ + + + + + + .+ + oLA R] + `o ru a N a, V co .II o Q o C. O O O C] O d o WAVE ATTENUATORS Additions have been mde to plat and labeling by Land Moraacment Grcua,?rc for purposes of replatery pemirlim only. LING is not responsible for arty surveying or naineering work the nay e represerted on this plot- Im I\ n Plan View PROPOSED FLOATING DOCK 36,00 121.50 t '-G'x20' GANGWA 0, SCALE: 1"=30' EXISTING FLOATING + + + + + + + + + + + + + + + 0� V co �0 00 W a Ln 0 V Qi 10 M W a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Actual Piling Depths not Shown Cross Section VERTICAL SCALE: 1"=15' 0 7.5' 15' 30' 0' HORIZONTAL SCALE: 1"=30' General Notes (1)Typical cross section NOT FOR CONSTRUCTION FOR REFERENCE IN m ENVIRONMENTAL X ASSESSMENT ONLY (n (2)Hydrographic survey performed by Robert M. Chiles, P.E. Engineers and �ZZ Consultants (3)Original drawing of docks by Sound Marine p (4)bepths based on NAVD 1988 datum a (5)MLW and MHW determined by NOAA Vbatum software for 35.1074N 77.0355W -6' B❑A 1 USACE SETBACK5123/0- No- Revision/Issue Date Existing BuThead �iA �w 0 LAND MANAGBMHNT GROi7P me Oq LM� F05T Off iCL 50X 2522 MWINGTON, NC 25402 (9 I Q) �152-0001 J NAVE) 88 Front Street Developers, LLG. (NWL) 02-05-078 NEW BERM, CRAVEN COUNTY Proposed Dock Plan and Cross Section CAVA Pernik Appbcabon ne. I 1120r07 Figure 4. �VARJES City of New Bern PLAN VIEW V CROSS SECTION Add:W7 5 have been made to plat and labchng by land Management Group. Inc for purposes of regulatory permitting only. ih1G is not responsible for any 5urvey11c3 or enymeenng work that may he represented on this plat. --� -- - __..W----�-Area to be excavated —19905 S.F., -2,446 C.Y` 1 A Front Street Developers, LLC City of New Bern A j(1 •l } �°srs""u"tuNT II EXISTING Rur '•j FLOATING DOCK i !i,� _ .. _ aar l HORIZONTAL. SCALE: 1'r=50' t mow c '. 6ti7 I VERTICAL. SCALE: 1"=5' 0 General Not= (1)Typical cross section NOT FOR CONSTRUCTION FOR REFERENCE IN ENVIRONMENTAL ASSESSMENT ONLY (2)Hydrographic survey performed by Rabert M. Chiles, P.E. Engineers and Consultants (3)Depths based on NAVD 1988 datum (4)MLW and MHW determined by NOAA VDatum software for 35.1074N 77.0355W (5) Total dregde spoil: -2,446 c.y. Na I Revfafan/leeua l Dote ;.AND )s!<AKAGB29= GROUP otc n. 'do ry L v 11G P05T OFFICE BOX 2522 MWINGTON, NC 28402 (910) 452-0001 Front 5treet Developers, LLC. 02-05-075 NEW KERN, C12AVEN COUNTY Proposed Dredging Plan and Cross Section LAMA Fermit Application ""OW6107 Figure 5. '. r— i VARIES 1 i Neuse River Neuse River 1 Shoreline (loased on 1998 aerial photo) " j -NA I } Proposed. �' lI Marina Fj r 1 Approximately 4500' to opposite shoreline 71 t1- � 7E: +� 1: Neuse River Shoreline I . (New Bern) 400 800 Dock and Marina Structures and Drawn by, THIS NAP IS BASED [IN ORIGTANL DRAWINGS AND/OR SURVEY IN3=1][RMATION FROMi - - _-_ - R❑BERT M, CHIL_ES, P.E. Engineers and Consultants MAIZIN E New Bern, NC EXCEPTiONaL. B� oEs�cru Land Management Group, Inc. Is not responsible for the ��8 ^wi•o�cn ww' 'Y ^�^9��-. 2d. ,29:0.395-93.5 ....so�..p.y.ine,�yn nC curacy of sold InFormniloe This figure was manipulated for permitting P RELIMINARY I`L 1 i purposes. NOT FOR C❑NSTRUCTI❑ N •: a 5 :dvc = n r..sac FIZ' a ia� l 5y is is f laraae-.ehc C^ou , inc for mr'osc5 of r_oulac y per n;:ana only. U-AG i5 not Project: Date, East Front Street II/2o/0� Revision note, NA re5�'or,5:ble der arty 5;1�vN^� o; e.'L�cr=,^^;iu uo :;a.:nzy be epr•__ented cti his -aa:. ,. LM G Marina Jab Number. Applicont: Scale ef;T' Uan;Y l.c. Applicont 1'=400' 02-05-078 i En+'Post Office Boxr2522 n [s wilmingtcn, Nonh Carolina 28-G2 Title: Figure 6. Drawn ey, VLJ Sheet Numbeor x ' Telephone- 910-052-0061 Vaterbocly Detail 0 l< Q 0 "l C C (D `C NOTE: ELEVATIONS BASED ON N.A.V.D. 1988 DATUM 1 VMe=v - V1'� O fo Uti .i a a