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HomeMy WebLinkAboutSW8960507_APPROVED PLANS_20101119STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 9l0 O5"0-1 DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE Zol o I 1 I YYYYMMDD TOP -54M IiE- 49,22 0 I 11 I �7 VAL VE — — TOP 47,43 Rly 477 45 1,E. 39A7 STREF"' B LADEN 11E. 4445 T 47,3q F" 07-R UNE RCP T , — i T it it fa, K Inn- j agi.1- Ilk L, X9 BLADEN 8 r , STORY FRAMi7. '1 30 LF'�, 24RCP S'Lt�, 5-.5 i sj�Ry DREUING i 4 V�Z46 ZTRIJO, 25 'TUR, , �----C)U`LE' S E � 5 fff i CARLOS PEREZ 4 YU L -r1ETENitrICtIN1 POND b) OR 8AjNK 5010 ------ TC) R-OfDD -7'C`0L 49,0 '01-;Y�� I , �` t, I ", I d F DOD -0 R M Al1 Po"Il 46. 7 RI �70 it F 0' t 'A - b I BRICK Ld W I J!, 514 2.,-S�Qc) 1oj 1 7-2-M:10 "MNEM211 it IN ek 4 0 0 ft g Lj �J OR -,C)p 5­2r T Z I CFiY OF W11 MINGI"ON COMMERCIAL 00114GRtE"E DRIVEWAY" I la INV. 46',fj± FIELD VERI R, l b ,, 1- i I H, JE I -)ET 'it SITE DATA: WfE s TOTAL AREA 2.25 ACRES ZONING CBD EXISTING BUILDING AREA 15,930 SF EXISTING ASPHALT AREA 27,672 SF EXISTING CONCRETE AREA 2,869 SF TOTAL EXISTING IMPERVIOUS AREA 46,471 SF PROPOSED BUILDING ADDITION 582 SF PROPOSED ASPHALT AREA 0 SF PROPOSED CONCRETE AREA 296 SF TOTAL PROPOSED IMPERVIOUS AREA 878 SF CONCRETE TO BE REMOVED 352 SF TOTAL EXISTING & PROPOSED IMPERVIOUS 46,997 SF LOCATION MAP NOT TO SCALE .0 9 ( :, 4 rb 7 Fe APPROVED NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DIVISION OF WATER QUALITY 54r I (- I "I - 10 P%ECF,IVED NOV 16 2010 py_-__� NOTE: SEE THE ARCHITECTURAL SITE PLAN FOR SCOPE OF BID WDRK. THE CIVIL SHEET DELINEATES A COMPOSITE SCOPE OF ORIGINAL PROJ AND NEW WORK UNDER THIS PROJECT. NO REVISIONS z E---q �4 z �D z 0 0 > E—i z- z z z 0 E—i z Z C) 03 C\2 Z co 1-�co 0 cd zQ) Q) 00 4 4 4-) '-' c"D CO ,-q to Lo Z4-1 0 Z 1 1 20 CCLO ffi wg 4--) 0 � 0 1--i 01) 0 N 4 cd Q CARG�, s R, s 111z-%*�/ S E A L t 17374 DATE 11-16-10 DESIGN PGT DRAWN EJB Cl SHEET 1 OF 1 10032 P ` I'-61' K I'.O I x AXiO 5117. ALUM. / �y A ren 1 58r ♦ GM( OF WII.MING fON ►Iwd�ICArrAlaNu slay PLMI FOR P!'C SITE WORK NOTES:' �� b 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING fOR�Av11E>�RVEGP/MXNGI q�� J 024r.OLM am MINIMUMI.AW5CAM MQUIMACW5 CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. >, i n RESERVEDWIMIDCN;1rKItTI0N1 0=11;t �olt,roWD'r05fW/5/el p 2 SHALL DESIGNATED ONREMAGN VEGETATION WITHIN LIMITS MAW NUM, Apl,* 6 WA RS," I- - -i - - PARKING ❑ �- -- - -I TIa.L" PI�'SL°ItVAI IONI MlrsMUM 15 li>6QLAICD I1�E5 PeR /. § ql, XI �„ a.CA909tGAl� I J 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,' 11 H �. I J VEG-TATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC f rO51 y/e„ I I 9110rtYAWe NYNIAAWR64X=Nr4MFOR 9\4w00V.I'I= MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION. PLAICG NUf$. �pb15 4 WI>,9#KS (-- 8 r1• N F I%W OR S FLOVAMNG TIES 5 rf N HRI6W AW 6 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL , CA9W11 REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS. " 4'1 x I I O a .O®O $1G AL1Vd, Slid %1dM 18 MINIMUM Ar I'I.AWNG, tOw,AG 11MA) AM'PAP6PV ly#100. T l J J NOIL'I VlA DCWCYDROr. amvq 5. DISPOSAL CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE BMVkchrtectaMoc, Y; l Irl 1 - \1- �- ���� J CHIN �' 6SO0 FAMNGrI'GI-I'I'�5VNiFMJ50rfOrRIcWOFWAYIt2W5IWW REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY. , GS2O-:r/ 1,G0.tfOVW,r PA" ar�.ILIN „ 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT. MH 0/ 64 CAMP M "1W J I N.CT3' LOW DLlrl'CR 9VL1KAW9N 5NaD� MNIANJM 18 At K.AWNG. 514 Market Street , aee� NUfS, DA►t5 YVI3iCRS, rot 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED wMxWa O P Iw5}Cp J I ,,.•.. P 0,"Box�3667; i. ' ' EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND •i` �T I�!jAmyw w4'Iwrrlr0�` cow.GOLLJR FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES. Wilmington, NC;28406 '.. " w WYaeR Tel 910 762; 2621 1aHorrMPaPlt °�OtON A NIN Wi18X Or 11l9 6 iD55 PAVW AIWA5 *114" M LMpSG/J D' 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE ? Fax (910; 762^SSO6 +�►/ T*�� I oww 111a C B Ff MINIMUM FEIGiit MG 6 SHRLD516" MINIMLNA At Milolow PROPERLY PERMITTED FACILITY AS REQUIRED. MAXIMUM - q; W/swxNf 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL VAN RIN I- - F'L�N PLMMNO00=17FOR 9VRRY15FAMNGSPALC5ORFRPICtM EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS 1 L P; QYY a /mil niecnn I� "Ivor. C0140 11W P/�NG 51I AaC SFW.L INC40WORAII: IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE --II II IIJ1--1 I I L-LLI I IL-LLI I I i� GAO.�� V" �-amµK W1NP5C.AM PCNIN5ULA5 NO MORO THAN IS 5FAC95APARrA R7Ar1VV EAS'=MENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF 111-- I I ILLL ILLL TFAVEM4'Nf THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING. „ ILL=L L - �W J J = a ►ND ' fl C t;N7501` N.L P/JaCIN(a ROWS• MINIMUM 8 rTV1Al7t; MY7 I00 SF 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ V 5 � IIN AWk 5 TICS MINIMUM IMOLMP I'M INTCRIOR IS.MGS, RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH 3 =III=III=I-III o a APPROPRIATE PERSONNEL. �, s 'r E r'}at,' tHl4 AEriCJVQNLffrRDROfIONIS IMWHOP OP N.tlfrmorpcflON IS 1�e'ArPLrAwxwewsFwnnawsAls �� � PLIFM Fr� 00.= 11. EXISTING SURVEYING PERFORMED BY STUART Y. BENSON & ASSOC. AND SUPPLIED BY THE OWNER. TWIC& u r.A iL7 510N , 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE i r' , r - -r Eyr � Py .. ' plrecW *P V"M NJ OlOrAWWuPAaff 0A1ftowcwApUff O N11aft fo ' �'• r I4NCO!'aMMB'TOPRMNrCXQSAVE PooVCNfA42POh17NaNr110NE " THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER « r , radu�•Ia A D" slalcnEs Or sneLauM I=$ - 611 r AMIMUM Af FLMMNG 2 MIN, CA.. Plat" MASONRY 15 rt MINIMUM MAIM I� HEIQif PRIOR TO INSTALLATION. s n 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT ---- I WIDJION GONW1, AI�O" IN.M HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER. -C FLOW ? ,Ky rVWa=NSI•005-!56" MINIMUMArM-A TINrA 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER 611 MINIMUM MASUM WIAif AT rINAL GRADE. IJ" . l _ 15, ALL SERVICE' CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES fCSI NOrENCEOPTION -8 rtAVNIANJMNSI N17AIfIU5112W.ZONING METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY y,. I. s�9E1e"*111all%MSMNd.06415tk"5NOW 0* 6rtMIWACMP WWA.LOTFER OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS. �� ! ` fuaev 9000r51GO1JC, ,a ''•.' 2•CONIR�I rION.11mmCC-L)a'AaSriWAdMrAy"%DIF6 16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING *1� ,. " 0. 11'IO12N WrANLKfO611 AR111HVCIN". VISION C"CNZ/WGY.1 NO PL.MITMAMM#4. OVER tO" IN THC5C AREAS. WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS 4. *I=N 9VrA61"K f0 611 N LAOr & VMS 1f A011IS FAM'CMCNf x o OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT � ' 0. 1/211 CW*4510WJOWC9_0 At001 MAXJWJV9VW K TO MAINTAIN SAFETY AND TWO WAY TRAFFIC. r WIIM N0 artaP. MV=TION rWM VMICUL.,M TRAFFIC MWVII W ARMW A A. PLMK MAtl;R1N. <CLIaSING. GR055 TES. TIMPERS, EtGJ �a PWPFOO I= yi�Y Mg S,Hy ,IpRppl lggl, 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT AS�1211 6. rltavuCALA�sRtrls«plpa,re; perwesNWNKAfpApyceNr ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE QN rARMAdNa all®aR s1xilGfus. tA&MNANO IM OWNER 6 WSPONIDLE FOR MA1WrNMICC OF SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES. (Y %. k Y 7. RRpKaIeCi w/6a6-10/10 W.W.M. LJJJ5CM'ING t0 CN5LW 1HE I'LMff AMTCW/L LNCS, 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKEIED JOINTS ? n A) AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS, 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A„ eeG oA1 r►rH rele eFvlaalle : tol�rcrlaNnowplscrlor+GwM�,a�eurowlc�MNrleeraactMmwa cma r'raecaales 2. 611 a . Gl". Lam, e000 „ ow. Jr. . 1 ' ,ram • L.__ .. �9 ; ACRD c, *O� � C. Q 211 ak�t v ."�' ery �,� ,III `sl�'niiN °' _ \ OLDG,91141CI11¢ ,�,,, JONF 1/4"d" WWw/AN t •i P1 i0w I/ d"R 7 ASNPALT 1Y1E 7r 1 `. ` , Ir'v1+ �I I. EXISTING rC= SPEC. R' .. I • ,. '�pq `�,}j -;o : �� PAVF4 ti.. EXISONG '. .., • ;' .^ II •: 19�I Itl, •.�' '\ / PAVEMEM .,' . . r. , r1E'/O 4" M W41a c { I 11/ 21 JW 1!2 Ilp Pn Aw c CGMPACfED IMR� e,.sE G Iidcvo� NN el Aw• r'MN „OO 1r fi I/2 g0��M1510N 't N•p1 ,1 ---------------- ,f 9 1a OWN45M X-AW(OJJ COMB/ I110N JOWfCC.JJ CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE 111, FACTORY MIXED, QUICK DRYING, Wi -w NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR q NIGHT REFLECTING. a, 20. DUCTILE IRON SHALL BE CLASS 51. 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE STRENGTH OF 3000 PSI 0 28 DAYS - AIR ENTRAINED. "` 4 Ply v,'• 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY'PAID FOR; BY THE OWNER, FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE PAID FOR BY THE CONTRACTOR." 23. SEE GEOTECHNICAL REPORT NO. DATED BY FOR ADDTIONAL REQUIREMENTS.f CONSTRUCTION SEQUENCE} Sisk i s I 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).1' 21 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BEL. QONTROL4ED µti` 1. J I, INCLUDING SIDE S40PES DURING AND AFTER CONSTRUCTION.a��� 1. 3. IF APPLICABLE, CONSTRUCTPROPOSED RETENTION POND TO. 'ACT,`AS A. SEDIMENT BASIN gill v O I DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW' PROPER JIr. i � 1 FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE _.COMPLETION -GE -CON STRUCTION, .;a; PAW Lf 4. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS .t,; � w ;•,, .;:,. �.:.. Q, j DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM Y�'' g b W(� , ENTERING STORM DRAIN PIPING. 5. INS''ALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING W g, BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC1> IN5 ALL ALL EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTERBEGINNING CONSTRUCTION. �e 6. A 4' LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED," O 7. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS7f" ='' 1 SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE. 8. MAhNTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE. 9. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS a x r I PLAN PROVE TO BE LESS EFFECTIVE. 'w 10. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION,' ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. I '•- Sir;-. �y/yr/ r ��(//� A� J�//�/�� A�I � �i"' t ' fi • !�3 1,4 '41' PPE �I�/ „ �./�/ I' \ , E/ �/ C L.5 AA1��11L^ LIeLt eyw, Er' `" ' 1, , a• t.J '.. r ' ' NOTE: lo'MMLKar of �111 J1T-, xI6A,'u�^ aC • 91CXFlLL W BE INSTALLM N K L615 (ANXIMUM AIn ( S�iY1LXAlIrA �IgN�NG UPON rleLn CONI7ITION�. �aNc BnIEMGD T. ° wErlgF i-vo• INEB ss�wl c srrav If AV WW 5b`CTION MAY VAN W •,/ CUT- ��T/OJ�B�E�PE� 11iD AFTER 7REIlCH C0 4 11i µ.Yk °�1M"11rNawm 10 Phi , , SMAS `� A•� .1"•wi//�" � r r I1. `•+'�i�' v PAVCMENf RCIION, 1 �1A'J�i Al - AY1iw A/ILI A/a1Lt is 9 V , ■V R . + _ +. .• ;; ,:, \ pC4fi1pY'14 4tI' iAAE rLOOv POOL .r ,,� ,w , •77I � NOIiMN. POOL I �''',x°�"�,,, ^; , '"I• � 1 "1 si•P, JIM 'ate : o I a,�� p ' t 45.0 rOIEPAY S 1 woo L h , IV I f' C/.sd MN w�y rA40AN WW 6 MN POOL \ A eArwvacly avrua JOB NUMBER ., 1A, MOW MNN MI NK2Z W IAIV _ w/SPLLWAY e�wRav uwvr VOM1�CR�d'� NIS . ImAirm. fO/ f0 M A6 NMW ON PLANS ON U"•A w IE%4m rlepvve E" WM OM I.P AND AMONIWW N WOW Ilv W t 'fry=�' Rdd :, -• � ,, 'k l •401, I MKa+ae 11PS 1 4 'r MMi101'C N ALOAmMK¢ i" MN. W"1Hk3g4W b p J, - wmiAalMc PM4111>tA:sAlm Iy Y 611 MN. WN'L'IHOQ" ,- I �4 PIA: ArARL Ro1vvJOINT i. 417 I. p+a� eae ae�weu �e I v;� Fq1 hti j�j, }• Ww"all, Now 2oogoo I n ,I 00000� Pep"rpu.nAf10N 1 qqO °o°ooq°o°o°o°o° °ago°oaoaog0000°o°o°o°a 0.a•a 4.4x4}•Vr+1aF•e.P-°xa.9� IasPFllawxr 11 ' 611 gfICHbL'V l.r MOIJOLMIrJWLyCAIr `asa !'< ,: ` k ` MAr �Of1Ar <Wl'IR17W Ndr NOT' �"'' MMQIpP rrJR MMiGI,✓1! � a' nerr� t v ` - ' � y fiBI' • MAW= FNL9•EG AtN�F 77/8" ���` 5 9 7/ NO. GLINT111-00 4" FPO 4"-4s• Is,I NPPLE a a4 `w aw 411 Wye SrAWAv QzANOUr N 7, I VELttATNC I /)C�yy A 5HU.F yl M A - DRAWN BY �241 I241L65Z1 I MLH ISOITOM r,4' m o' rnss/Afwa 1cr s•O tit CHECKED BY >r 6 15/ 16 \ L Mwnv 11nn a ¢Y w /: H FOMPAY 5�G 10N DATE : p �E.� ✓naAeEr �-.'�`" 05 �03� 96 Nilss„ t GN.V. PM atAItNG - I" x I/ 811 OrARM PARS. rASICN NMN :. , , REVISIONS F , it 1WJc"05.A1TACH1V1-1/411x1-1/41'RI/411GNVAN7aG AafAGNGNVWfd! 4 AJG�"C � MORTOR MtAw TO tOr pr OUILrr 51AJGM1�' • Q"OM C44q. n lANREDvIAAeEtex �tneNv s �, � 7 bl OI�AICL C8 AESH o201N/EC)4, fjrogEZA� ?EL �� rLO1or'POOl4v. 5rrANPAIM PRIVFWAY 12PorAL .� J rLOOt7 FOOL 41.-I �'4yk NOW.4%. POOL. 46 4 F IN1/, 46 11 rsx �1 2„ -Sill �IIL 4,-011 �,,(j 11L COARSE ArAClP.GAfE � K.A 1#•µaay-,y1�, � � ,> . s•�x \\\�\\\ II111///,,// t 5:cn74A-A IS01YOM4I.7 ;° �\' °`� � STOCKS & TRIPP, P.C..: , 9'eMI°O�2w GZAV� AXP E A L SURVEYING AND ENGINEERING N110N pONn OU'CL�1' S�C�I,IG11,f �N„�`"c� = - �1 NO s1; 17374 211 North Fifth Avenue Wilmington, North Carolina 28401�1 y Phone 910-763-8124 Fax 910 762-5772 1996 STOCKS h TRIPP, P.C. s&T 9616 " .• 4O'l I ra, F '3 r,s1' gvp.'. ti "4t�{p��sl k:iy j,5 r tl wiw¢ z,s,l ° 5 � w FT1f`zs,°,'�, T[�a -IT .li 11 !k r / lylw �71 , r ' ` p t W p 1 t r I M1 4 `t 4�1�111' 111 L w',+�11xt,ii'11�'�" I 11 , nlr,. I L {I , 11r , M 1,• 1 1 rl Y RF W FRi1M{ 1 ^rP ws 1°r I I I I I I rS. I W I UjI I I I I TOP 5492 — — I.E. 49.E VALVE TOP 47.43 RIM 47.45 I.E. 39.87 -�--a - I - - - - - - BLADEN STREET 4 - I.E. �''� - I- q 8" WATER LINE _ _ �- -----r -I-------4. 9,— e-286'o2.oR —_--_----- --- 7 1� _ 30 RCP I # I PAVEMENT FOR FOR REMOVE TILITY EXISTING CONSTRUCTION (® L — — — — — — —V L — — — — — — — — — —$ — — — J L_ - - - — - J - - REPLACE 12" RCIP J RESTORE TO ORIGINAL GRADE & CONDITION 1 I I ----------------- ------�-e4xa!Da E---- -46"OL WI HH Z4 RCP - - - a — -- ---Fryl -- -- --_7 0I I fVIL 1 I STORY FRAME i R P 1 I I I MATCH EXISTING 7\7 00 LF 24 INV. 44.3 I RIM 47.50I 311 BLADEN ST. iL I E�(b'I STORY FRAME R 1 . DNE.UNG ,� I yI I 125,OUTLET STRUCURE 5,(SEE DETAIL) 9-54.5 CARLOS PEREZ /E 4,.r 1 1 1 I LIT � DETEN ON POND 9 01 TOP 0 BANK 50.0 1 l i I \ 00 FLOOD OOL 49.0 (CITY) I I I I Itffil+ SHED FLOOD OOL 47.7 TATE) NORM BOTTOM POOL 41.7 4+ p T 46.5j I I ` I 3 5 .2 NV, F E.5 S. ( I K 8 O` I � i a96 I I d .N- h5' I 9 o ) (200) aD II r I: I I I I1 1 STORY 1 I 5 ,� 11 1 BRICK 53 _ o� 2 R)I- 1 Lj w w l ILLIw� l i �` PDU AD STE ( D� hog a I, I .. 51 a:) III I I I f- I %ol/ zp S 84"23.00" W 17.00' CONTRACTOR SHALL COORDINATE w/CITY OF I I - I sFmnr.F ✓ w< I C I 1 0 ° 1 I I Z WILMINGTON FOR LOCATION AND TYPE OF MATERIAL _ o (2 5) 1 I 1 . FOR CONNECTION TO EXISTING WATER. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TAP FEES, IMPACT FEES, MATERIALS, LABOR, ETC. SAWCUT & REMOVE EXISTING PAVEMENT FOR UTILITY CONSTRUCTION. RESTORE TO ORIGINAL GRADE & CONDTITION. }} =r rrrt,l I . r rr� ' ALL ROOF DRAINAGE SHALL BE CONN STORM DRAIN SYSTEM AND BE DIREC' ` 1 DETENTION POND. e, ll \ , '� �ilTv'n: ALL EXISTING WATER AND SEWER SERVICES THAT WILL NO LONGER BE IN SERVICE SHALL BE TERMINATED AT THE PROPERTY LINE. F EX 50' GRAVELLED I SID CH IK CONSTRUCTION I ELE�VATIPN ENTRANCE (SEE DETAIL) -I 1 1 CITY OF WILMINGTON COMMERCIAL CONCRETE DRIVEWAY (SEE DETAIL) TOP 52-98 I.E. 46.66 /� ®) N a-fI � I (Q C; c �Lj I I I I I I I ON, 10�n I D.I.I }l0. 3 TOP �io.1 INIr7.6 I TOTAL AREA BUILDING AREA ZONING PARKING REQUIRED SPACES PARKING PROVIDED SPACES ASPHALT AREA CONCRETE AREA LANDSCAPING AREA REQUIRED: LANDSCAPING AREA PROVIDED: s i IY § BMS Architects, PC,, 514 Market Street P,O, Box 3667 el, k Wilmington, NC 28406 11 Tel (910) 762-2621' Fox ,_ (910) 762-8506 A 11 s W 1` I I r cX _ ) ifieatirn p.a,,,i,a.{r� . fit' eYrdti{ s ! r. the following certifications shall appear On all plans: (1) Designer's Cectiwfimtim ` Y'li ''r� , r7° 1 'k' '�' : i + < , i "I hereby certify that this plan has been prepared in a¢nrc'ance rith rs4kr l �y -°° ryg'a , .. , x �: the latest Wilmington Standards and Specifications for Stormva ter{,�^ Management and Chapter 20 of the Cade of Ordinances of the City of W{13i "ton t M M W Signature Printed Nr and Titl _ I- "-P.- i % Ih= T'.'^°i DatRegistration tmter: ]7974 (2) Owner's/Developer's Certification "I/We hereby certify that any clearing, grading, construction or to this and �.,'Z develcptent, or all of these, will be c1c>c ^ rsuam plan that the applicable "^^^water Ma�ment caditicrs and ren,tix�arts of W , the City of Wi\mlrrjtm, the State o Nm'th Carolina and the Federal :Y.t '! ; "°Lis,$ Govezrment and its made of thin Signature: Printed Name and T e: Han1 Ott_ i, M➢ Bo rd Chairman ; i r = , W w I ' NOTE: DETENTION POND IS DESIGNED TO MEET CITY AND STATE REGULATIONS. THE POND IS DESIGNED FOR 46.0% IMPERVIOUS COVER FOR THIS SITE FOR FUTURE F p "'S. CURRENTLY, THIS SITE IS AT 47.4% IMPEIVIOUS COVER. 0,00- 2.25 ACRES 15,930 SF CBD 80 80 27,672 SF 2869 SF 2444 SF 3165 SF i LEGEND —51 — —EXISTING CONTOUR PROPOSED CONTOUR y� PROPOSLD SPOT ELEVATION p ® DROP IN -ET w/INLET PROTECTION jl IR, NJ SD MH NO. 1 I I 30o LANDSCAPING w/AREA ? IINV.P 50:9 I I I I STORMWATER RUNOFF DIRECTION 45 �II L5- TOP 49.30 '— -- I.E. 44.8 OUT —1.E. 41.8IN —5 'GRAVELLED ZVA1,yE `,--INSTALL SANITARY CONSTRUCTION SEWS M&HQLE — — — — _ _ ENTRANCE CITY OF WILMINGTON TOP 51.7 CITY OF WI MINGTON �EE DETAIL -—� COMMERCIAL CONCRETE INV. 46.0t FIELD VERIFY COMMERCIALCONCRETE DRIVEWAY (SEE DETAIL) - - DRIVEWAY (SEE DETAIL) — CONTRACTOR SHALL COORDINATE w/CITY OF 3 REMOVE EXIST. CONC. CURB WILMINGTON FOR LOCATION AND TYPE OF MATERIAL CUTS AND APRONS ALONG FOR CONNECTION TO EXISTING SEWER. HARNETT STREET. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL INSTALL CURING AND NEW TAP FEES, IMPACT FEES, MATERIALS, LABOR, ETC. DRIVEWAYS AS SHOWN (TYP) SAWCUT & REMOVE EXISTING I PAVEMENT FOR UTILITY CONSTRUCTION. RESTORE TO ORIGINAL GRADE & CONDTITION. I SITE PLAN WI------------ _ =O`0, W 9 Zr l ?.V Z.� ` Y p r F,, I40 JOB NUMBER, DRAWN BY MLH -JULi 17�1 CHECKED BY u 5,�179(o0YJ7 PGT/SMH, ; a? DATE x 05-03-96 REVISIONS P1 eEY15ED (DWF,5` AND NCrf� �� E C E I V E 4� IIMH JUN 141996 D ; PROJ # G50- I w \�\1111 IIIIIII, �h.. STOCKS & TRIPP, P.C. S E A L , SURVEYING AND ENGINEERING 17374 211 North Fifth Avenue C 1 I Wilmington, North Carolina 28401 { CREGO�`\ Phone 910-763-8124 Fax 910-762-5772 1996 STOCKS & TRIPP, P.C. S&T 9815 ,•