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HomeMy WebLinkAbout70-06 Oversized PlansAR AM AM Ila IL 1 1112 UTILITY/ MUNICIPALITY CONTACTS A, City of New Bern, North Carolina Planning Department P.O. Box 1129 New Bern, NC 28563 (252) 636-4077 phone Contact: Annette Stone, AICP B. City of New Bern, North Carolina Engineering Department P.O. Box 1129 New Bern, NC 28563 (252) 636-4004 phone Contact: David A. Muse, P.E. C, City of New Bern, North Carolina Public Works Department P.O, Box 1129 New Bern, NC 28563 (252) 636-4025 phone Contact: Danny Meadows D. NCDENR—Div. of Water Quality 943 Washington Square Mall Washington, NC 27889 (252) 946-6481 phone Contact: Bill Moore & Tom Steffens E. NCDENR—Div. of Coastal Management 151—B Hwy. 24 Hestron Plaza II Morehead Cit,. NC 28557 (252) 808 28-8 Contact: Ted _yndall & Stephan Lang; F. Buried Cable L.,cotion ULOCO (800)632-4949 G. NCDOT Division 2 1704 N. Greene St. P.O. Box 1587 Greenville, NC 27835 (252) 830-3490 phone Contact: Wayne Nottingham CRAV N COUNTY 101 1 11DD MARCH 10, 2005 f New St. r �- Broad St. 55 17 �- — Pol to o lock St. o QCj W z 1277 v Njos Tryon P010ce Dr Sheraton UniOn Point SITE TRENT RIVER VICINITY MAP (NOT TJ SCALE) NOTES 80 1, THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. J D A V I S.},1� �.. 2. ALL UTILITY WORK THE PROJECT SHALL MEET THE STANDARDS AND SPECIFICATIONS OF THE CITY OF' �` -'` NEW BERN. 510 Glenwood Ave. Suite 201 I Raleigh, NC 276031 tel 919.0.15001 fax 919.835.1 b'; PROJECT DATA NAME OF PROJECT: NEW BERN SKY SAIL CONDOMINIUMS PREPARED BY: McKIM & CREED, PA 200 MacKENAN COURT, SUITE 200 CARY, NORTH CAROLINA 27511 PHONE: (919) 233-8091 FAX: (919) 233-8031 CONTACT: Michael D. Dydula, EIT EMAIL: mdydula@mckimcreed.com PROJECT MANAGER: Grant Livengood, PE EMAIL: glivengood@mckimcreed.com ARCHITECT: JDAVIS ARCHITECTS 510 GLENWOOD AVENUE, SUITE 201 RALEIGH, NORTH CAROLINA 27603 PHONE: (919) 835-1500 CONTACT: Neil T. Gray, AIA DEVELOPER: NEW BERN RIVERFRONT DEVELOPMENT, LLC 1120 S,E. CARY PARKWAY, SUITE 201 CARY, NC 27511 PHONE: (919) 719-1010 FAX: (919) 719-1011 CONTACT: Dicky S. Walia, Chairman of the Bo(,-_ =C DRAWING INDEX SHEET NO. DESCRIPTION G-1 COVER SHEET EX-1 OVERALL EXISITNG SITE PLAN PR-1 OVERALL PROPOSED SITE PLAN P1 WORK PLAT AND CROSS SECTION —GROUND LEVEL P2 WORK PLAT AND CROSS SECTION —MAIN TERRACE LEVEL C1.40 EROSION CONTROL PLAN Z Z O U Z W 00 Z v&CREED 200 MacKenan Court, -iuite 200 Cary, North Carolina 27511 FOR REVIEW ONLY Phone: (919) 233-8091, Fxx (919) 233-8031 Website: www.mckim(reed.com NOT RELEASED FOR CONSTRUCTION 16-OCQ t r� i i QI F, x 1 i iN82V4'47-W 49.67' END CAS1M z VX2( IRF U f1 1L �✓ I� DI j RIM $.14 INV, -0.28 % IP NC GEO. ONU. 146A' 1J 49843 .258' f. 25855 .1n. A -- } 60.00' _ SOUTH 60' R /AWE, S CaT - ,YI 82 _ DINV it �r W.C. & B.T. ANDERS t ' D.B. 1028, PG 245 I-"Wvxs _. 0 a 4 R.E. & C.J. CLARK E ! D.B. 945, PG. 433 J(-J i� �j �( f jj HARVEY t fII i tf MANSION tf � µ - 1 lPr- CITY of NEW BERN 11 0 ra 5 f..- - 1AF � VENT PIPES FARMERS MARKET - �ti ' g cu's T�i i•131 � g' -- �tor GAS + j TANKS WACHOVIA BANK a 07°4� 47 5V ,` — S__'9 38 _ 4.40' �1i3.38 and TRUST CO., N,A, 1 �- -^--`_`-'-- SOUTH FRONT OFF ST iCC cM 82'p8' (OFF) TRENT RIVER LAND + �-'----iL1,9F -171 and CATTLE COMPANY, LLC `t -- f4/D' 3 eRSEA4EI, _- \` BRtCi< tbNti_.0 119 MIDDLE ST 4Z'0? �0" E. _-__ )H VgRrE.S a IPF DIST, `w a yam_ IRF FIRST STATE INVESTORS 2105 LLC \ - j 90.13' 375 SOUTH FRONT ST O R IRF j � rp � DB NT t ( V n PARKING LOT AI,L. Faj,'Op F 1 i P o J3' 132 EASEME r cf?i �CcL a c NA - `: P aopv f 5C r S1UE LG .9R4FJ7 �' LIDS for PK raj -- _l9 SO4 jl4t' L`A5EA_lEVj RIMN604 CITY OF NEW BERN o �% ,4C(., 4 Gr` P.4RhlA! EA s % cv z ' NV. :0 6-4 y - 1 D.S.1526, PG. 465 D J3 ES A'/!L.tLL S7RF GAS TANKS Y �^ (irp) S INV. -0.82� W F'CJRTIC)fJ (7f�0(47.S 1$1 ET i c STEWART H. SMITH ! > - _ T - o WILLIS SMITH CONDOUINIUUU ) _~V t _.-'r _ 3 117 MIDDLE ST 1 ti �L� — --a S _ �, i2,3 RIM 5.49 DOLE a INV. 3.21 S O 31 STOR / E 51: it j P� -- R/ R E) r . PKF 0 ' , RfCli 1 •-- -� S_- _ UTlLl7 " GRAVEL o { %l S 8%' 081 t " E_ - x-w - ! (J � Q CRAVEN COUNTY ASPHALT PARKING PARKING EASEMENT �- F --__ _ __ '� CONVENTION CENTER SITE c DB 1321, Pg 601 ! I ! L43.50- (x - - F 3S a '1 r STEWART H. SMITH J 24 Cp i hA"�'-_-.---.~•��` SS 7r e D.B. 1588, PG. 79 WILLIS SMITH CONDOMINIMUM a jj a / - EXISTING ( CB X PK 115 MIDDLE ST _ n 3 STORY 1 RIM 5.53 j (( IN 2.10 �D jY a X X S 82'(?8'J7" c~ \ s PKF e S 82.08135` E c ( T 1STOR � f h DDL E.-Sf BUILDING I j! Rd t'0 _ �\ ~-1 t t Q a' r {7 SID 5 I'J�U iJ- _°Q.U1' IF_ i I \ ALL PkoaERPARCEL J��9 v/ zr WEST SIDE OF AgIDDLE STREET ~— 5 9gg Npy 8 N71NO EASEMENT fJ$' SD 40 4 � 2 091 ACRES DI , GE �FfA1ENT ' 93.1 g, D8. 1305, PC. 7g RIM 5,86 - POR11 korASPHALT PARKING INV. 2.11? RIM 5. LLJ 8, C 122 1 INV. 2.0 # - TRENT-NEUSE HOTEL, LLC 101 MIDDLE STREET ' APPROX. LOCATION �Fp F 2.09 acres EXIST N CASINGFEEOER 9 y\ k ASPHALT PARKING 4 4 ' u 1 4 i 1 1 t 1 1 1 1 � 1 /A r a FUEL DGCK / �/ / EASEMENT AREA DOCKS A, B, C, D, F and FUEL DOCK for NEW BERN HOTELS, INC. DB 1669, Pg 824 -n Y ' MANHOLE r RIM 5,64 j INV. 1.26 w NV. 0.24 TRENT-NEUSE HOTEL, LLC 100 MIDDLE ST s- J SOIL \SS ASPHALT PARKING INV. 1.1 CON PUMP?. - Ca 4 R;M C �)-. i•-"�������� PIAD 4.34 STATION a w . NV. 0.78 �O --'r✓.,- --�.."', MANHOLi: RIM 5. 1 INN. s�/f„!-_-•'""- _ .-..-- _ INV0. 1 INN.. 1. 1 ' -""" `---"'I-•-`r '`"" ..- l..r•• .�"-' �,.--��.;:-".'- / •. f \' 61 t 10' FLAG POLE I 7- -` �, % ( f E1 PLAQUE - w/CONCRETE P- 88'00 W / MONUMENT 176.93' R iD3 34 IP ese S86 Ot 80:t CMF RNA 37-- _ --- IWALr `— r _� N 88'00'OI" 'tM : �40.57' Tot,,, --._.�----_-�.—_ �� ✓ -.— Nw 1"34-- ..- --—.--BREAKK NV. OUT -0.36 B `e.` — OX BULKHEAD —� - PLANE w/CONCRETE-TYP.LAG _.STY Of NEW BERN MONUMENT 3- FLAG POLES ALL AROUND DB 1079, Pg 845� EXISTING METAL PILING TYPICAL t C. a w l J! a' ( Cw SD s b Cyl OftDP INLET 88'15' 17' am x[ L CASEMENT �2d` THE INN �I � I I I I � i ; •" 1 ' S 111 ,I , � \ �t � , , e ! t � 1 � 1 5 EAS£Ar SHERATON HOTEL COVERED I � 5Q' ;,� � D.B. O6' PG. 605 � /i � ; i n DECK ` -- ^�Co N POOL Retaining tVo11 „D., DOCK — EXISTING I a 0 v M�- I&CREED 200 MacKenon Court, Suite 200 Cary, North Carolb'na 27511 Phone: (919)233--8091, Fax: (919)233—E AA0002567 E1300066191 4-10 SIDE 411A! K f/ PAT10 ti — D.B. 1127, PC. 947- -_ - D.B. 1079. PG.- -__-- CONCRF-7F BOLKNEAD - ORDiNA1v CE C- ' `-`VDA4EAf r &E< 3, PG. 512 SHERATON MARM TRENT RIVER LUXURY NDOS & MARINA EXISTIp METAL P TYPICA ELECIFnC C C -r t CA,1i' i LEGEND IP= ' - - • _ =E FOUND - : J FOUND R° i =_ __ <_ FOUND Cu= MONUMENT FOUND PKF 0 PK `: - _ FOUND R/W RIGHT of WAY N/F NOW or FORMERLY DB DEED BOOK Pg - PAGE New St• — - EDGE of PAVEMENT �}�ag� BC BACK of CURB x —>— — WOOD PANEL FENCE —o BRICK WALL w/ IRON RAIL Broad St, 17 K UNDERGROUND ELECTRIC 55 _ —� UNDERGROUND FUEL LINE 0 —� UNDERGROUND TELEPHONE Vi V) U1 ---'•-- UNDERGROUND TELEVISION L— �Po110 I Sf. - UNDERGROUND WATER t _ C li r EXISTING FEEDER LINE J p 4i 4 TREE w/ DIAMETER of TRUNK Ci LIGHT POLE ° 1277� 0° 8US © TELEPHONE PEDISTAL TIYon ® TELEVISION PEDISTAL Poro c,3' br m ELECTRIC BOX�� 0 MC141TDRING WELL `� Sheroton J (-_--�[7oIOn �`--- I.IX HUBS � --- /\/''"L, [z L----•„-_—_.l� Poin t DI DROP INLET Ce CATCH BASIN RCP REINFORCED CONCRETE PIPE PUMP R 0 METER N WATER VALVE TRENT RIVER FIRE HYDRANT $ SANITARY SEWER MANHOLE VICINITY MAP NEW BERN SKY cAIL CONDOMINIUMS 0VERALL EXISTING SITE PLAN DATE: JUNE,2004 MCE PROJ. # 02768-0001 DRAWN LRA DESIGNED MILD CHECKED GML PROJ. MGR. (;AIL SCALE M&C FILE NUMBER 02768 DRAWING NUMBER HORIZONTAL: 1 "= 50' VERTICAL: EX--1 NA 2 of 6 STATUS: Preliminary Design REVISION s REV.NO, www,r-r-- �creed,cc- - 60,00, SoLrrH soRR ow SHEET , aiCi j Rio zln j j j r j I j 1 LU j jp I ♦� 1 CITY of NEW BERN Z I FARMERS MARKET i N82'04'47^W J WACHOVIA BANK j 49 gp a 'a I --� I 1 and TRUST CO., N.A. j Q 3 •T31� " w CIS 82'08 f SOUTH FRONT (OFF) ST TRENT RIVER LAND `+ - - and CATTLE COMPANY, LLC j "'1 Q~- �� t3f�ICN 119 MIDDLE ST Q FIRST STATE INVESTORS 2105 LLC 9015 375 SOUTH FRONT ST 1 END CASING (' f = �v« -1 ® In 13 91 t 1 1 � - T. _ p8 R/W t:ASEVENT h 1(3� �I EXISTING STORM DRAIN TO �I, 7q 1 321, p BE ABANDONED. EXISTING M 1 �l - �_ 9 604 u h�1V F_A Eq,fE�T - DRAIN TO TIE INTO NEW JB7 I ' J STEWART H. SMITH 1 __j S I <j WILLIS SMITH CONDOMINIMUM - _. qa SS { E jam- e 117 MIDDLE ST o + p 1 177 AVQDt fi � � IF � I _� _ _1- �` -i SS -_----- r7 e p I 30" HDPE 8 F r 1, s0 j n ! s z oa'11 " I I r F PARKING EASEMENT -�l 4 x + (TYP) O BOX 24' J a } r I I I c aj n 08 1321, Pg 601 �- TIE IN W EXISTING W L,J STEWART H, SMITH � STORM A7ER PIPES Q wiLLIS SMITH CONDOMINIMUM OUTLETING CONDO j ---S �-__j Ri I yk � � � � 115 MIDDLE ST h 3XS70>7Y RIAI 5.53 un B i1 TA4IDOLF „BBLLDtNG 1 IN 2,tD I INTERNAL BYPASS it �,+} SD Qfi Y T. BA1Ck" o d MECH NISM (SEE SD tj1 ^r DET, L SHEET) } y I RIM 3.84 _ - ING - PROPOSED 30" HDPE INV. -0.28 \ \ f -- 8_ ?ANT EgSEM fir- W I ❑ MAIN BYPASS LINE RIM 5.69 1 \38�9/ / \ `.� \ ,s\•`C= :: �,i ,c( ` �,.�.,un, �, I E� INV. 2.18 Nlv. %' 661 �\ C,aI\ .; .fna � ..h � , ,z.ec..nac,mr,,,,• ' l I � ._..— -T �'-.--_--_-_--- \ r -_' 2 - 54" HDPE WATER NC GEC. ONU. (� r ~ e � = MODULE t STORMWATER "E 146 A " G � S -- QUAU7Y UNITS (SEE DETAIL N 49843h.238' \ 2 \ Zg _ - - SHEET) I 1 \\ o \ TRENT-NEUSE HOTEL, Ll 1 a FOOTPRINT AND1- 1 / \ � �o MIDDLE STREET FOUNDATION WALL LINE \ l 2.09 0Cr85 OF BUILDING ABOVE APPROX, LOCATION r j j HOTEL, LLG EXI5T. FEEDER LINE \ - I I J j f }II�i?1 PIQi�7W `.� IN CASING „ �� DRA111RCEMICIDLE ST --" �.- 1 EASEMENT PARKING LOT CITY OF NEW BERN D.B. 1526, PG. 465 o W.C. & B.T. ANDERS D.B. 1028, PG, 245 fJ ra Q R.E. Bt C.J. CLARK jlc A D.B. 946, PG. 433 1g` � gC1 I o o m¢ �1 HARVEY a1 I MANSION r r x ` g 07'43' 17 N _ --� ? 1 38" E ya 11.3. 38~._ _�_ IAF _. ,F___ AC -_ S K�QTf1 b yR1Fg Nf E 11 ,30 r✓O a fr 11 ac.c P'ar�ET�R`�[ - g i isPF1F r, _ E�gp . _ PA.RKr 11 S5 SD -•----__ - SS __ S 81- OS -11 " E- - 1 G rr3s 40 oQ�_ �� - `s SD/ 0%gl'40" 41 -STORM-DR CR flROM SHFRATON HOTEL Nuk-ExCSTI JDSAItT�AC14 --='~ I 1 I^'KI�E�'L-JB 4� HIS�i''-f''���...--•�` 1 1 C. o I ' I i "' �-�aF WA.T�AT--C(_ D .----'-=--'� C] S ' \ I-570R�-0R7iIN ER81��HEkATON�� "�- 1 1 I 1 ��' JB-6 �--� HO.IFL�OAOING_.DOt�-0N'fRgGTO�T�� MV. N 0.26 1 RIFY LENU ION- AL.NE 7fE=TN_ANDP_ !0 INV, OUT=0.,2 -/ DECK PLAQUE - l POOL w/CONCRETE 3.34 _ _0'Dt"W E ae -j f MONUMENT 88'0._�- � / �• i --- - f 1 1 175.93' Retaining Wolf ,--s�� 1peta sOi ea3o---_-�—_� FUEL DOCK ' RR' SIPEWALK� — 14 88'00'01" 1N 340.57' Toto1 J G� DOCK INNIN 0 0 PLACVE _ Box gYPICAL . CITY of NEW BERN `��P —y EXSTING 1 ' I 3e w/CO CRE EASEMENT AREA aULKHEAO MON MENT FLAG POLES AROUND DB 1079, Pg 845 DOCKS A, B. C, D, F and FUEL DOCK - - for NEW BERN HOTELS, INC. O I —T-- -- _-- _ O DB 1669, Pg 824 A ^ - OUTLET TO RIVER, (� __� VIA. NEW OPENING I 1 1 _n CCK Q [__ IN BULKHEAD 1 1 INV--0.27-_—` —� O ,IR„ O 1 I 1 � 1 1 � + l 1 i 1 1 1 1 � l 1 � 1 11 1 1 1 1 1 1 t � 1 Permitted and installed under Major Permit #114-03 D C M 114- August 2, 2005 r EXISTING METAL PIUNG TYPICAL SEAL SEAT s t % C 4i;�;ANICKM&CREED 200 MacKenon CourL, Suite 200 Cory, North Carolina 27511 Phone: (919)233-8091, Fox: (919)233-80'l AAOOD2667 EB0006691 www.mckimcreed. corn f O O E) f C�J --- --- SS 4 , Pk S 8815'17" E Nc 0.32' f 13. f<'06 P l ACRES Sfj L7Fr00 DEY S?ic'EET PORT1prJ 1 81 �, LOr 3. 4, and D g, PG. 123 C. 607 _ 20 THEINN t i 1 1�1 ` c^1SfAiEVT EP , ,,� 1� 6 0, �1COVEREDt, la C;AZBn \ 11 D.B. 1206, PC r� D-8. 1127, PG. 947 -- SHERATCN MARINA METAL PILING TYPICAL WAI.1C y _,' i CUtEkkO t _ N 8815'17" W3)_(}4 - �� ----- _�_- -_� _----- ---- _-COPCRETE stM- ALK 7079, f'G. 947 CON( ETC BULKHEAD DOCK — EXISTING LUXURY NDOS & MARINA RIVER o EXISTING (I METAL PILING TYPICAL Q C Q f__ O — - permitted and installed under Majo permit #114-03 / D C M August 2, 2005 PROJECT DATA: J DATA: 90 CONDO UNITS FITNESS FACILITIES 2,500 SF RESTUARANT 4,500 SF OFFICE/RETAIL 7,30C cc PARKING DATA: (CONDO & MARINA) REOUIREO PARKING SPACES: 323 SPA: REQUIRED HANDICAP SPACES: 6 SPA" PROVIDED PARKING SPACES: 167 SPA-__S (INCLUDING 6 HANDICAP SPACES 5 R_G . 1 VAN) PROVIDED SHARED PARKLYG SPACES:'59 SPACES TOTAL PARKING SPACES PROvF:ED: 336 SPACES I V U, { CRAVEN COUNTY CONVENTION CENTER SITE u D-B. 1588, PG. 79 y zI ri / r _ _ OR7P NIEt �� �4 N" ags)•I LEGEND IPF OO IRON PIPE FOUND IRF O IRON ROD FOUND RR 0 RR SPIKE FOUND CMF 0 CONCRETE MONUMENT FOUND PKF Q PK NAIL FOUND R/W RIGHT of WAY N/F NOW or FORMERLY DB DEED BOOK Pg PAGE - '- --- - EDGE of PAVEMENT BC BACK of CURB x---x— WOOD PANEL FENCE --� -- - BRICK WALL w/ IRON RAIL UNDERGROUND ELECTRIC UNDERGROUND FUEL LINE - UNDERGROUND TELEPHONE - UNDERGROUND TELEVISION UNDERGROUND WATER TREE w/ DIAMETER of TRUNK LIGHT POLE iO TELEPHONE PEDISTAL ® TELEVISION PEDISTAL ID ELECTRIC BOX 0 MONITORING WELL 0vX HUBS DI DROP INLET CB CATCH BASIN RCP REINFORCED CONCRETE PIPE ® PUMP METER Dd WATER VALVE FIRE HYDRANT $ SANITARY SEWER MANHOLE NEW BERN SKI' SAIL CONDOMINIUMS OVERALL PROPOSED S11E PLAN New St, aen C Broad St ----- rJrJ -~ 17 __ `w N Pollock St, 1 0 n m Lj r° 1277 4v----____-_ BUS 70 Tryon Pal®ce Dr i Sheraton �.,, Union C�n ` - -.� Pain t TRENT RIVER VICINITY MAP O04 SCALE M&C FILE NUMBER 02768 000, i_RA HORIZONTAL: DRAWING NUMBER MDO 1 "=50' VERTICAL; PR-1 GML Gr+AL NA 3 OF 6 DATE: JUNE. 2 MCE PROJ. # 02768— DRAWN DESIGNED CHECKED PROJ, MGR, STATUS: Preliminary Design REVISION � J 1 IREVISED PER CLIENT REV.NO. PLAN VIEW 3-10-2005 1 SEAL SEAL 44 e MCKM&CREED 200 MacKenon Court, Suite 200 Cary, North Corolino 27511 Phone: (919)233-8091, Fox: (919)233-81- AA0002667 E80006691 CROSS SECTION AT A -A SCALE: 1 '_ 5' NEW BERN SKY SAIL CONDOMINIUMS WORK PLAT AND CROSS SECTION GROUND LEVEL JUNE. 2004 [DATE: NICE PROD. # 02768-0001 DRAWN LRA DESIGNED MDD CHECKED GML PROJ. MGR, GML SCALE HORIZONTAL: NA VERTICAL: NA M&C RLE NUMBER 02768 DRAWING NUMBER P1 4OF6 STATUS: Preliminary Design RENSION www.rr,creed.com PLAN VIEW SCALE: 1 "=40' SEAL SEAL S4 402A A TM & (21 E W 4w 200 MccKenon Court, Suite 200 Cory, North Corolino 27511 Phone: (919)233-8091, Fox: (919)� - - -8031 AA0002667 EB0006691 www.mckimcreed. cc-n S�/ LUXURY CROSS SECTION AT A -A SCALE: 1 "= 5' NEW KERN SKY SAIL CONDOMINIUMS WORK PLAT AND CROSS SECTION MAIN RAISED LEVEL DATE: JUNE, 2004 MCE PROJ. # 02768-0001 DRAWN LRA DESIGNED MDD CHECKED GML PROJ. MGR. GML SCALE HORIZONTAL: N/A VERTICAL: N/A M&C FILE NUMBER 02768 DRAVONG NUMBER PG 5of6 STATUS: Preliminary Design REySION END CASING G New St ao� i Broad S 55 ti (� I ----- Pollo �- lock o 4 St. ` 1 YI o o v Li o 1� 277� � � U7UOS Tryon PI alm . Dr 1 I ---St ''r a t o n TRENT RIVER L iJ 9J' / , T/ V • i R\v�R a I N 49843q.258\ \ � i ,y � s _., .,. fi , .,...,. ,,.. � � ,/ • E 258555 .179 , AP / I KOX. ILOCATION— EXIST. FEEDER LINE i IN CASINGV114 \. , i i - , , 9 — ., fif i 1 �i 1 , EXISTING\ )0' Rt ,� , �i ,., ;, 4 � X IQ °, 1 I ,i _. Cif I(„-;. � ,,y < ... ... ... , 1 i I �, , , ,. \ 0 ' ,., �,�,: A1. F :1 , I ,1 it k� ve VE , c� _ : � It � ' 'I !1 ,' � 'i sTa ; � _ ,, -1_i- t m --410 PROPOSED CONTOURS LIMITS OF DISTURBANCE/WORK AREA FIR, EXISTING DRAINAGE AREA BOUNDARY MENEM PROPOSED DRAINAGE AREA BOUNDARY EXISTING DRAINAGE AREA PROPOSED DRAINAGE AREA FOR REVIEW ONLY NOT RELEASED FOR CONSTRUCTfON a v z 30' 0 30' 60' SCALE: I "=30' (Horiz.) v w rn W z L.L. a U Q o ui o �00 z N O N CD 0) r _2 r' U of Q x > QLO — � Gl o lL 0.r5 O co I- CR � rn z O U — 0 CD z x a r tQ z CV O Cn J 0 W to z [� w — N � T rn o N W W S z �I z v z 9 psi m O F- W [C L)- Z) O x t- t-- 0 0 O W z c`7 < W W Q O r w x / F- a ewea� 0 z O 0 z C > z LLJ W > O L. A01 LJLJ z i..O 0 o W O \ 0 W `f z O O W O Lu z a ua U 0 �a' Q W U p ui W W lA m o x 0 o z W Q z I W W m lu F- J a W (1) W m N z H :L O fY W IL W ou W z O a zQ, F- M cD IL O ci J z O O U f2 0 0 — '•JrI C1 �� a`� p,FiCHIT��T� QQ` �tGI�TEpA7jg� �f CERT. NO. 51208 DATE PROJECT: WI.11-03077 05-2-04 REVISIONS: DWQ SUBMITTAL 8/06/04 DRAWN BY: MDD :NECKED BY: GML CONTENT: DRAINAGE AREA PLAN .31 Q'- BEGIN SILT FENCE TEMP. { NCE To GO - { A ONG i ` ! k _ I , TEMP. CONSTRUCTION i P OPER LINE < o 00000po°000pp o:. ENTRANCE #2 W/ GATE __ _ [, o o c o 0 0 0 0 0 0 0 0 0 0 __may sr - 0,0c),001 0 0 0 0 0 0 0 0 I AGE t �._ \J OG°OOOOOOOOa000 iyp f i -_ Olip 1 � �� CONSTRUCTION SEQUENCE -- PHASE I 1. CONTRACTOR SHALL ARRANGE PRE -CONSTRUCTION MEETING WITH THE OWNERS REPRENSENTATIVE, ENGINEER, AND NCDENR REPRESENTATIVE, 2. OBTAIN LETTER OF PLAN APPROVAL FOR SEDIMENT AND EROSION CONTROL AND GRADING PERMIT, PERMIT MUST BE KEPT ON SITE FOR DURATION OF PROJECT. 3. CONTRACTOR TO INSTALL SILT FENCE, CONSTRUCTION FENCE, AND INLET PROTECTION PRIOR TO STARTING ANY CONSTRUCTION ACTIVITY. 4. PROTECT EXISTING INLET STRUCTURES WITH MIRAFI DANDY POP VERTICAL INLET PROTECTION OR APPROVED EQUAL, REPLACE AS NEEDED TO MAINTAIN DESIGN PERFORMANCE, 5, CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING UTILITIES TO AVOID CONFLICT DURING INSTALLATION OF SEDIMENT AND EROSION CONTROL DEVICES, 6. SEDIMENT AND EROSION CONTROL DEVICES TO BE INPSECTED BY ENGINEER, FOR COMPLIANCE PRIOR TO COMMENCMENT OF GRADING OPERATIONS. 7- INSTALL SILT FENCE ALONG SOUTH SIDE OF TRENCH WHERE NEW STORM WATER QUALITY UNIT (SWQU) AND NEW DRAINAGE PIPE WILL BE INSTALLED FROM EXISTING GRATE INLET #1 TO CONDOMINIUM SITE. 8. INSTALL INLI JRECTION AROUND ALL INLETS THAT RECEIVE STORM WATER RUNOFF FROM CONSTRUCTION AREA. 1 9. ALL GROUND CTO BE ESTABLISHED RIOR TO REMOVAL OF SEDIMENT AND EROSION CONTROL DEVICES. 10, ALL OF THIP WMUST BE COMPLETED AND APPROVED BY THE ENGINEER AND TOWN OF NEW BERN PRIOR TO STARANY CONSTRUCTION ACTI TY ON THE CONDOMINIUM SITE (SEE PHAE it CONSTRUCTION SEQUENCE. 11, ANY DEVI TIONM THE NCDENR APP OVAL'LETTER AND THE CONSTUCTION DOCUMENTS WILL BE CONSIDER D ACT VIOLATION of T E NORTH CAROLINA SEDIMENTATION POLLUTION CONTROL ACT OF 1973. END CA ING- ' ' + 0 0 o0 o°0o 1�C"a. i)� °p°¢�j 0oOp °°oo 0o° °°a00° Ooc30000° °ao- O o�°Oo° °o10 °0000000°O° oO oao O 0' OOoo° Ir - - , R-" %WEg°ap� 'T 1'Z 1 P] - ro to EXISTING STORM DRAIN TOSE ENT' - j �DB 1321 PBE ABANDONED. EXISTING g 604 IrPIRAsr q cnoN o 0 a r°of 0 o � -TEMP. DIVERSION 0°00o00 00a o o a° BEGIN SILTDITCH (TYP) - ' FENCE - � U -------- TEMP. CONSTRUCTION �I n.: \ E 1r j --._ __. - o' FENCE TO GO ALONG ' II $ -' 1!( 'jf t l TEMP Cl1f�B INLE / r 0 o I t - , ssgcf ! � ooe _ PROPERTY LINE } r ���1114T ! - T''c� SE01 j E � - I -- w SD C I ` I. P 8INC - _- , 1 _.`._ ,l r { t t' PARKING EASEMENT I I 6 �f DB 1321, Pg 601 TIE IN T�O EXISTING i; Q ' �,.. STORM � ATER PIPES 4'RCP li ETA G CON D � 0 RIM 5,53 , 1 �... `. J I RAMP UP FRO . ,�I��C � INV. 2.10 J t /N _ �;c -_ I MIDDLE STREE l r!-��?1 ,' J 4 -- - - I , I r m .� L ^� • I ! r t NEW DI o i n �,p• = , TEMP. "DANDY PO i GRQUf D EV�L _r� _ , t , ,' VERTICAL INLETI DI 3 \ t \ c! �' p'PARKI�IG. REq ! 11� lJ ', 1 PROTECTION - - RIM 3.0 28�°�.Lr.�� INV. SS DRAIN TO TIE INTO NEW JB tNAL BYP SA S SD IANISM ( SEE IL SHEET) \ � ;`� ,� ;•. c � },�., J , f�,-/ , - _ � ®_.._ n J ray a PROPOSED --' Z DI 1 30" HaP _ J MAIN BYPASS U� RIM 5,66 'S�i 6`'19 '5v' .}f" \/' '-�1_\ f ��-J. �I ( _pj �,.:> ,dam, °`*.,wt » DI = �S'/ %r • , INV. 2.18 AC EA opi p> W7 L.ESa°opo�pOOv�poOpv�p o°.�p. o0�0OoQ°ppt cl„µ� _ _�` t I f O O° o° a NEW CB ... 1 p - - 2 54 HDPE HANCOR NC GEO. ONU. -;p C = = (- ! - i� ._ I _ TEMP. -----_,' -- MODULE I STORMWATER E 146 AZ" CONSTRUC �/ - L_ QUALITY UNITS (SEE DETAIL ENTRANCE 1 ' N 49843k.258' W GATE SHEET) E 258555$.179'-\-'�'A/ 1 1 ; TEMP SILT BAGS' -- ' (TYP) `` 50 PART TYP \ �� \�`�` FOOTPRINT OF I W / APPROX. LOCATION \ \ ,\ , ( i 1 , EXTERIOR WALLS J/-- - - .. - -- EXIST, FEEDER LINE � i , � 21 j fE IN CASING v j 1 ( ! \ ! FOR ABOVE LEVEL I co I STRUCTURE j W16 -- -- �\ [ I o TEMP. CONSTRUC ON - I T FOLLO _ 1 FENCE 0 _ �.., ,,, WORK AREA „y `. u J EvvLj ■ 2FEMENT ATE s DRGE �MP. SILT -� �I j l ( FENCE I � _� E CROSS p } TEMP. ROCK `� fA ING 1 CHECK DAM ❑ f I �!uJi1 __ _-'\ -J' ,�i i [ EXISTING STORM DRAIN FROM T 1 , OM SHERA ON O I - r__ HOTEL LOADING DOCK.CONTRACTOR TO _ I ELEVATION AT NEW TIE-IN AND ~ - _ \ r ._I- I TE I VERIFY - $ oR4 .`� _ t - -� j /+ �+ /� I NOTIFY ENGINEER. (p ® ( C NSTRUC110�1 `$ Q LIMITS OF- �jL \ - - 1 .._ _._ _ = 1 J FENCE TO j DISTURBANCE %1 - - f _ _ �. _j,� L _ FO LOW LIMN I vi a n WORK AREA (TYP) 9/G ��� t ` ,j ! -� AssF WORK / ! 2.33 ACRES y� 2 ° , �f V ..d r TEMP. ( j �%rEA 1 1� o \ DITCH .(TYP} saREn�K(Fu ND j V.� FENCE t n t t '�" - � � , I ! � , �v`'''� ' , � j� TEMP. SILT _� I FENCE w LANDSCAPED GARDEN y AREA W,/ SIDEWALKS _ sr RACF \ 1 10" FLAG POLE-- y l 0 i r, ' •\ �\ O i - r-_ -� ^-=f -__ _ ( I PLAQUE j \� 1 1 n TREE PROTECTION / - \ ' I W/CONCRETE 1 06 FENCE (TYP) MONUMENT t \ _ >Gf DI 2 - -- -� II PJ �'&°DO'01 " W 340�;?' c tal F --InrV: its �:34. _. _ R PLAQY1 TIYPICAL CITY of NEW KERN Q / , ,j, INV. OUT -0.36 BULKHEAD h -- -BOX "i` _ MW/COONIJ T FLAG POLES ' - ;30�\ST1J Z , / r LL AROUND DB 1079, Pg 845\) (7 1 ' 2-TE)AP. SILT BAGS SURROUND W/ GRAVEL TEMP, ROCK �/ CHECK DAM OUTLET TO RIVER, --1 ---- ----- VIA. NEW OPENING NOTE: -- - --- - - - ----- - �---- - _ _--- - - 1 TEMP. "DANDY POP" CONTRACTOR TO PROTECT - - --_ IN BULKHEAD 1 t VERTICAL INLET EXISTING INLETS ON -SITE 1 PROTECTION NEAREST CONSTRUCTION OF O 1 NEW 30" HDPE PIPE O DOCK EXISTING -TEMP. SILT FENCE v� �J INTE MEC DET I R'e, irrijft N New S t i Broad St. 55 00 V) coco , - Pollock St, UI o of w c i 1277� BUS 70 Tryon P01OCe Dr----- Sheraton TRENT RIVER 17 O 0 N 7 O X 0 a. r' rn � 4) N 00 00 00Z z (N C-4 04 0 0) LOC,4 PON EROSION CONTROL GENERAL NOTES 1, NO SITE DEVELOPMENT ACTIVITY INCLUDING CLEARING & GRUBBING AND DEMOLITION MAY BEGIN UNTIL CONSTRUCTION PLANS AND ALL TREE PROTECTION FENCING INSTALLED, INSPECTED, AND APPROVED BY CITY OF NEW BERN, 2. FOLLOWING INITIAL SOIL DISTURBANCE OR REDISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED WITHIN 5 CALENDAR DAYS FOR THE SURFACE OF ALL PERIMETER SLOPES AND 30 DAYS FOR ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE, 3. ESTABLISH GROUNDCOVER ON GRADED SLOPES AND FILLS WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS, WHICHEVER PERIOD IS SHORTER, AFTER COMPLETION OF ANY GRADING PHASE, ODDITIONAL SEDIMENT AND EROSION CONTROL MEASURES MAY NEED TO BE INSTALLED IF DEEMED NECESSARY BY EITHER ENGINEER OR CITY OF NEW BERN INSPECTIONS DEPARTMENT. 4, ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAIN AND AT LEAST ONCE A WEEK. IF REPAIRS ARE NECESSARY, DEVICES SHOULD BE REBUILT TO MEET PLAN, DETAIL AND SPECIFICATION REQUIREMENTS. 5. TEMPORARY SEDIMENT CONTROL MEASURES (SILT FENCE, INLET PROTECTION, ETC..) SHALL BE MAINTAINED UNTIL ALL CONTRIBUTING AREAS ARE GRADED AND STABILIZED, 6. SEDIMENT WILL BE REMOVED FROM SILT FENCE, SITL BAGS, AND INLET PROTECTION DEVICES WHEN STORAGE CAPACITY HAS BEEN FILLED BY 507; 7. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT REACHES 4-INCHES DEEP, 8. THE CONTRACTOR SHALL INSPECT, REPAIR AND ADD STONE TO THE CONSTRUCTION ENTRANCE WHEN IT BECOMES SATURATED WITH MUD TO INSURE IT FUNCTIONS AS IT WAS INTENDED, 9.I17 THE MAJORITY OF MUD OR DIRT IS NOT REMOVED FROM CONSTRUCTION TRAFFIC, CONTRACTOR SHALL CONSTRUCT VEHICLE WASH AREAS AT CONSTRUCTION TRAFFIC EXIT POINTS, MUD AND DIRT SHALL BE INTERCEPTED AND TRAPPED BEFORE WASH WATER IS ALLOWED TO BE DISCHARGED OFFSITE. RINSE -OFF WILL NOT BE ALLOWED OUTSIDE THE PROJECT CONSTRUCTION LIMITS. 10. DUST CONTROL ON SITE SHALL BE MINIMIZED BY SPRAYING WATER ON DRY AREAS OF THE SITE, THE USE OF OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION IS STRICTLY PROHIBITED. CONSTRUCTION SEQUENCE -- PHASE II ��VSE R,v�R **"PRIOR TO ANY ONSITE ACTIVITY STARTING, OFFSITE DRAINAGE MUST FIRST BE DIVERTED TO PERMANENT STORM WATER MANAGEMENT DEVICE LOCATED OFF -SITE (SEE PHASE I CONSTRUCTION SEQUENCE). WHEN SYSTEM HAS BEEN INSTALLED, INSPECTED AND VERIFIED FOR PROPER OPERATION, ONLY THEN CAN ONSITE CONSTRUCTION ACTIVITIES BEGIN. CONSTRUCTION SEQUENCE: 1. CONTRACTOR SHALL ARRANGE PRE -CONSTRUCTION MEETING WITH THE OWNERS REPRENSENTATIVE, ENGINEER, AND NCDENR REPRESENTATIVE. 2.OBTAIN LETTER OF PLAN APPROVAL FOR SEDIMENT AND EROSION CONTROL AND GRADING PERMIT. PERMIT MUST BE KEPT ON SITE FOR DURATION OF PROJECT. 3. CONTRACTOR TO INSTALL TREE PROTECTION FENCE PER PLAN AND GAIN APPROVAL FROM CITY OF NEW BERN INSPECTOR. 4, CONTRACTOR TO INSTALL SILT FENCE, CONSTRUCTION FENCE, AND TEMPORARY CONSTRUCTION ENTRANCES AT BOTH LOCATIONS. 5. PROTECT EXISTING INLET STRUCTURES WITH MIRAFI DANDY POP VERTICAL INLET PROTECTION OR APPROVED EQUAL. REPLACE AS NEEDED TD MAINTAIN DESIGN PERFORMANCE, & INSTALL TEMPORARY DIVERSION DITCHES WITH INTERMEDIATE CHECK DAMS, AND SILT BAGS AT INLET STRUCTURE AS REQUIRED PER PLAN. DITCHES ARE NOT TO GRADE OPEN TO INLET. DITCHES SHOULD HOLD WATER PRIOR TO DISCHARGING INTO INLET. CONTRACTOR REQUIRED TO USE PUMP TO REMOVE WATER FROM DITCH AND SEND INTO SILT BAG PRIOR TO DISCHARGING INTO INLET, OUTSIDE BANK OF DITCHES TO BE GRADED HIGHER THAN INSIDE BANK of DITCH TO ALLOW OVERFLOW DURING RAIN EVENT TO BE CONTAINED ON SITE. 7. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING UTILITIES TO AVOID CONFLICT DURING INSTALLATION OF SEDIMENT AND EROSION CONTROL DEVICES. & SEDIMENT AND EROSION CONTROL DEVICES TO BE INPSECTED BY ENGINEER, FOR COMPLIANCE PRIOR TO COMMENCMENT OF GRADING OPERATIONS. 9. GRADING AND DEMOLITION CAN COMMENCE AFTER ABOVE ITEMS HAVE BEEN APPROVED. CONTRACTOR TO GET GEOTECHNICAL RECOMMENDATION PRIOR TO FILLING IN POND OR BRINGING FILL MATERIAL ON SITE, 10. PRIOR TO COMMENCING BUILDING FOUNDATION CONTRACTOR TO INSTALL SILT BAGS PER PLAN ALONG RIVER BULKHEAD AND ENSURE DRAINAGE TOWARD RIVER. ALL STANDING WATER FROM DEWATERING FOUNDATION WILL BE REQUIRED TO BE PUMPED THROUGH THE SILT BAGS, SILT BAGS ARE TO REPLACED PER MANUFACTURES RECOMMENDATIONS. 11 W P N . NE PROPOSED ONSITE STORM 0 S S DRAINAGE DEVICES WILL NOT ACT AS SEDIMENT AND EROSION CONTROL DEVICES. SYSTEM IS ONLY TO BE BROUGHT ON LINE WHEN PROJECT IS SUBSTANTIALLY COMPLETE AND CONTRACTOR HAS OBTAINED APPROVAL FROM OWNERS REPRENSENTATIVE, ENGINEER, AND NCDENR REPRESENTATIVE ON REMOVAL OF SEDIMENT AND EROSION CONTROL DEVICES, 12. ALL GROUND COVER TO BE ESTABLISHED PRIOR TO REMOVAL OF SEDIMENT AND EROSION CONTROL DEVICES. 13. ANY DEVIATION FROM THE NCDENR APPROVAL LETTER AND CONSTUCTION DOCUMENTS WILL BE CONSIDERED A DIRECT VIOLATION OF THE NORTH CAROLINA SEDIMENTATION POLLUTION CONTROL ACT OF 1973. LEGEND TEMPORARY VERTICAL INLET PROTECTION SF SF- TEMPORARY SILT FENCE ❑ GRATED INLET -TPF TPF- TREE PROTECTION FENCE TEMPORARY SILT BAGS - DIVERSION SWALE/DITCH - - -- EXISTING CONTOURS 5 PROPOSED CONTOURS 0000000voo o�00000000 TEMPORARY CONSTRUCTION ENTRANCE TEMPORAY ROCK CHECK DAM ® ® LIMITS OF DISTURBANCE/WORK AREA FOR REVIEW ONLY NOT RELEASED :FOR CONSTRUCTION 0 U Z 30, 0 30, 60, SCALE: 1"=30' (Horiz.) J J a w a 0 U- 0 F- w W 0 0 z o_ z 0 U) C� Lu z 0 IL 0 W z 0 w m 0 W O z F- O 9 z w O 0 w 0 0 w C) w O w w m O 0 z w Ir rn w W w X. xTM s Lci rr) cq CD CD , 1-1A x •arm � CR a CD CA a� u CD N V ® Z m c y �,RGNifF��, CERT. NO. 61208 DATE PROJECT: WHI-03077 05-2-04 REVISIONS: SITE PLAN REVIEW 06-03-04 DRAWN BY: SITE PLAN REVIEW 07-07-04 SITE PLAN REVIEW 03-16-05 MDD ;NECKED BY: GML CONTENT: EROSION CONTROL PLAN C1.40