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Home My WebLink AboutSW8980915_APPROVED PLANS_19990305 STORMWATER DIVISION CODING SHEET POST-CONSTRUCTION PERMITS PERMIT NO. SW8 gFeIVS DOC TYPE El CURRENT PERMIT Ld APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE [yn 0305 YYYYMMDD N REVISIONS Certification Requirements No. Do 0 Description BY Lf) The following certifications shall appear on all plans: (1) Designer's Certification "I hereby certify that this plan has been prepared in 7 the accordance with the latest Wilmington Standards and SpecCodeaof Or astions for Stormwaterh Ci Ma fnagemeWilmington."nt and Chapter 20 of HIPYAR O Printed Name and Title: TrippP.E. Date: 09/04/98 RegistraCfon Number: 17374 N.C. 12) Owner's/Developer's Certification ILL STATE 0 "I/Wehereby certify that any clearing grading, construction • Li PORT or development, or all of these, will be done pursuant to CL this plan and that the applicable Stormwater Management conditions and requirements of the City of Wilmingtnn, the State of North Carolina and the federal Government and its agencies are hereby made part cf this p.lan." Signature:_ (_N4, A /, Printed N a apj Tille! V alfffrev Zimmer, Member/Manager VICINITY MAP NTS Date: JC4.jD_j I q_j C9 U. S. HIGH WA Y 421-4m 100 RIW (PUBLIC) EXIST. CURB CUTS EXIST CURB CUTS EXIST. CURB CUTS C> =0100. Zi ��; �7 T 41 <) '�� 'r TO BE REMOVED. EXIST. SSMH TO BE REMOVED. TO BE REMOVED.---— ---- 4z- q 4Q TO 0.3 �-/— ��J==moo INV. 43.59 Cz. (FIELD VERIM IIIIIIIIIIIIIIIIIIIIIIIINIIIIN.A� EL Ic E E E E OVERHEA E E T OVERHEAD ELECTRIC E/ E E E 0 77! 3'. E 00000 _�.7 ; .. , . - I' -��26-0t��-' �V �� 1 S --TON 7. S 4-;F�W 4.44. � —��v . - �-4 d . t Ac.P i 99.dr— OOO�/ ONOWS gly z ASPHALT N 26*05'47 �AF EXIST. SSMH (50.52 (301.8 TOP 50.6 S�Eff-Y INV. 44.66 CONC. 1-4 V ry, RGN 8 BE VED LO (FIELD VERIFY) f EXIAR 0 To W,ki6NiFl/ $XIST.SGN ASPHALT To K REMOVED TO BE REND PA # Q, 0 EO-4 :'ONCRETE WALK:ZI�ORCH 0 LJ L .4 (V F— IA-) TRAILER qD z EXISTING E IST. �EJRB)kU S 1 STORY EXIST. WOOD FENCE W/ EXIST. TO BE EMO S MASONR yr TIEW PC EL FILLER XIST. z rO WE REMOR�� /FU E y F.F. 53.5:t /�j Z TO BE REMOVED BE elor �q f -"' I 1 0 0 A. E BUILDING Ex%rz-/ AND VALVE 0 0 TO E-i C? �52 TO SAE z 0-4 /' ` ' / / t C4 EXIST. CONCRETE V, C4 AD % FUEL n�/ P M UE z V"6 JLz 7 Y CPI BE REMOVED /�}v / / V /'TO Do as 0 VC ff EXIST. CONCRETE IN TER PAD REM VM -5 1 IMPREMOVED 7 0 -:j EXI T. CU B C 7 /—bo TCY BE MOVTD., 00 C5 LN2 EXIST. CAR WASH % Z Ldi TO BE REMOVED _j 4E / / �MOVED��4/ / I T. LIGHT 1-4 EXIST.FIE L0 M BE r E L51 -- — I 1 0 RMMD ;_4 155:.O� MOON. BE�EMOVb./ APr j 4" W L)td to N 2712'Or NORTH C ITAL VAN;.,. 0) DIVISION �' . 0) 0 IVI OF WATER OULITY z " 4 0 cr) W 1_104 r-1 CO DW aL6je_�I(Iqjj ;_1 Lo Lo 0 1 z cr) co CO Ez N 26'05'45" W z j C 199.0, In 000 0z N 27*52'0�r_W ' h 0 U 9 P5 2 24" 0 R.C.P. -7 `WATER 4) 24: 0 R.C.P. 10 Jr o R.C.P. STU P-101 ECEIVE 0 E..1 C) 4 cd co C), 61D Lo 1,; /�, -;�- MAR 0 5 1999 evy, CIO /� / pn,!'��V° ,��U # IS OWNER: h C) Jp A, A Z-1 COMMERCIAL PROPERTIES, L.L.C. ` / / / ; \, z / O �� f J 111 PRINCESS STREET 'L IN T901N,. N.C. 28401 W M PHONE? 763.4669 CAR ` — co 0� S E A L / �` �,: �� `��. / �/ / ��/� _ ='8- — ....10 17374 6,91, LEGEND • EXISTING CONTOUR Ikk EXISTING SPOT ELEVATION+ 4Nhl / N; A DATE 9-29-98 DESIGN PGT SITE PLAN CS �-Z-,z- DRAWN WH SCALE: 1*=30' ONO WETLANDS ON SITE" -3 I DATE PRINTED C 1 MAR 4 41999 IWO-: —\T EXIST. SHEET 1 OF 5 7 98066 71 or N REVISIONS Certification Requirements / a{e Description By The following certifications shall appear on all plans: % ./ 0 In (1) Designer's Certification PROy(1UE NEW SIDEWALK / \ 7 AROUND TRAFFIC SIGNAL / �0 "I hereby certify that this plan has been prepared in CO TROL BOX accordance with the latest Wilmington Standards and Ar POWER POLE Specifications for Stormwater Management and Chapter 20 of / EXISTING OWER POLE Y 1O�4�J R� the Code of Or ces the Ci y of Wilmington." HIPYAR Signature: Printed Name and Title: 11 Tripp, P.E. Date: .09/04/98 Registra on Number: 17374 y � (2) Owner's/Developer's Certification 4TROL EX{STINFIC N•C• G "I/We hereby certify that any clearing grading, construction w PORSTATE y R6thisor eplanpandtt or all of these,that the applicablewill be done pursuant Stormwater-ManagementtoSIGNAL BOX O �OIv�JP• conditions and requirements of the City of Wilmington, the / state of North Carolina and the Federal Government and its PROVIDE HANDIC/AY ACCESS U �J� agencies are hereby made par_ cf this plan." RAMP. RAMP TO COMPLY WITH Signature: \ CITY OF W INGTON SPECIFICATIONS " / Printed N e Ti =frs., Zimmer, Memter/Manager VICINITY MAP Date: c�d?�_IY�z — '�► ' NTS ENLARGED VIEW ADD NEW SIDEWALK WHERE THERE WAS --- EXISTING DRIVES. MATCH /�/�N��pACTOR-SHALL (r40ftQIN-bAIL — _..._ _.._. _-_._._ .__------....._.--.—.—.--- -.__ . .__.._-__.___ ..__. .----___._-,.CON3fiRUC'TION--flF-iiJRNWE--- ---- . _ _.... EXIST. WALK ELEVAT ONS(TYP,)� WITH NCDOT, TEMPORARY CONSTRUCTION RESET COMMUNICATIONS ENTRANCE SHALL BE UTILIZED UNTIL ___MANH9IE�.COOf3QINATE WITH --_ _-- --.----.-.. ----.__ __. - -._.._._-- _--...___....__._ 1URNING-tANr_IS COMPLETED;—_ __._ TEMPORARY NCDOT & COMMUNICATIONS � REFER TO TYPICAL PAVEMENT MAINTENANCE/REPAIR. U. S. HIGHWAY 4�'lf" 100 R W (PUBLIC) WIDENING SECTION. CONSTRUCTION SEE TYPICAL PAVEMENT / l _—.- _...-._-- --_._._.... RELOCATE FIRE HYDRANT. ENTRANCE(SEE DETAIL) WIDENING SECTIONT:�r7Rj -- _ --- -- ---` -- --- -_.- - — — - 4 COORDINATE RELOCATION -- -- — MQ1LE EXISL_DR1VE AY--. —_ .- -_ -._WITH_.C�]`[_OF WJ.Lf�IbIGTO l�_ __. _. ____ _.._ - _—_ __. ._.____. _ _-.__ EMOVE-EX'ISi. DRtVt_WAY - -��EMOV�fXIST. DRIVEWAY-- - WATER UTILITIES. & CURSING AS NEEDED. & ADD NEW CURBING, w & ADD NEW CURBING. o �� / eQc�v Q --- ----.- ----- ELEVAT — ----AND -CSPFfALT -- _-_ __._ __ __--RELOCATE PQWER_P9LES. _.-_- ._ -- _.. ._-- __._ _-_.._ ___.__. _. .__ .._-__ _ ,..._ _ -- _- AMNATCHEXISCU BINS-� 4 —( Q / MATCH EXIST ELEVATIONS R MATCH EXIST. CURBING s NEW TURNING COORDINATE RELOCATION o( e�� NEW TURNING 4 ECEPATCON� LANE WITH ELECTRICAL UTIUTIE�P.)- 2 a �� LANE 5.29 5.29' 29; _ __tee_ '� -- - _ _•_ :v::u y w ..�..,_ .ems a • ivr�i c'—,e�:mvmt :"m�:�:sa�,r. . . . . ... 1N_ ,. _ _ . ".OVERH[AD .ELE �. . . }..;. - l:q. -- E VERHEAELECTRIC `` \. - % 1• _ J E E —� S r 45. 1 di S -- -- ---� E _ E --0 N�� • r 1r °"�� EXIST."�. �� _ � � 199.0 - 0.52 /� � � � � � �..e. � � � � � �'��\ /�, � _ / n , �-4 ASPHALT' N 26 05 45 W co%j' TOP 50.6MH / J �= h 1— �, \ +� / INV. 44.66 RELOCATE EXISTING `o Nn O (FIELD VERIFY) '� g5 ACCOMMODATE TOI PROVIDE NEW SID�W`�Lft AN w 1 ACCOMM ATE TURN I / o ! �A 1 REST 5SMH TOR 0o ASPHALT `l R' / R4N IS T ACCESS WIT ITY 1 LANE. I I J I �'' A q o TYP. / OF WILMINGTON/SO'ECIFI IONS. I COORDINATE WITH NCDOT.� �m I N` SE TYPICAL PAVEMENT �.CON,CRETE 5' j WIDENING SECTION—� �' oQ TRAFFIC % g' / ' / ISLAND TYP, _._,. _ CONCRETE WALK _ _ ^ry �' -- ... rjPORCH I Cr' 2 --'--- ( i el over jI �� // �• % � Z ✓/ ) ' �� TRAILER -- -- 61 '{ [Lxl1Vt4i_ I II � P. 41.9�— rE--�I <� 'I STOP'( ( / / / / ~ z PROPOSED BUI ING / 1 �p 2607 CAROLINA BEACH ROAD 5� ! / F.F. 51.0 ' , / a 4 1 �' {� II Li J _._To C.t M % S ARCH. �, FE i ° ! f Q SHEETS FOR / �Z ! MOVE EXI/TDRIVEW#� DUMPSTER EL �,}vc� / q!�� CURBING. - / LAYOUT MATCH EX ST. URB NG U LEVATIONS. ' W i , 1 ct AND ASPHALT o i 0O 5.30' 139.94' r 00 j / 146.12 TEMPORARY nl L_ / ENTRANCE(SEE DETAIL) � '' �V / / CONSTRUCTION 1� " --N - = ' o. O6 f / r, 155.0' • R R 2 / { / _ v r �•a. o / / ' i _. _ � W + � �.� .�5• � �o / SE /`irttILARG � J Z'j N z _ r �303j` o / I ! VIFVV ABOVE / L'i O � lAA�'CH EXIST_ W � +'' � � - �} / MATH EXIST - - _ C ECEyA T N-. .l _ f �:i / } �� / Z � ce) 6 EL TION 02 0 3 �, co CD PORAR TE N 26 05'45" W ` . � FT�10E SEE / �' � — — — I T ' i ' 199.0' _ _ _ _ _ _ 0 R.C.P. 24" 0 R.C.P. - - - - - -- -- - - - — - - - = —.� - p U — — — -- — �-_ — — — — — � �' i-�! N 27�.04,1F ti�- t J �• `a�l�0 'h" -\` 1 c'o �j�� 1��\ ^.,1 ,�i •� � � � i1 FS — — — — -- — -- — -- -- — — 24' 0 R.C.P. / ` x -'' �� F_t 0 rn / b J �� j l o `�4 �� SITE DATA �o ` /Aj .;; c ` ..,�� i. w' j �l `��V ,�v�4 TOTAL AREA 1.41 f ACRES j \ �` •, j 2 %A ,;j�� l� 4 � 0 4 ZONING RB BUILDING AREA 10,125 SF c / `_ i) / o PARKING SPACES REQUIRED 51 /' r /2-, =oc PARKING SPACES PROVIDED 52 / 0eN v:` 4 �k % j 'a ��7 �� I , S �, / ASPHALT AREA 42,300 SF j c r ��, s CONCRETE AREA 1,645 SF ` ^ o LANDSCAPING AREA REQUIRED: 3590 SFCAR A / r / LANDSCAPING AREA PROVIDED: 3686 SF �� % / y j - j/ LEGEND s E A L 17374 17 EXISTING CONTOUR EXISTING SPOT ELEVATION LIMITS OF DISTURBANCE DATE 9-29-98 \ �4, / • LANDSCAPING W AREA DESIGN PGT d.. yi4 </jam w 325) / w o o , y SITE PLAN ,' � ,� 4 \ \ Q / . j DRAWN WH SCALE: 1"-30' I, "NO WETLANDS ON SITE" / i /r ° All DATE PRINCED C 2 /o MAR 44 1999 SHEET 2 OF 5 �' 98066 �• Vk REVISIONS N Certification Requirements at J e Description By The following certifications shall appear on all plans: LP (1) Designer's Certification O "I hereby certify that this plan has been prepared in Z - accordance with the latest Wilmington Standards and Specifications for Stormwater Management and Chapter 20 of the Code of Or ces the Ci y of Wilmington." 8 HIPYAR -signature: c Printed Name and Title: 11 . Tri , P.E. Date: 09/04/98 Registration Number: 17374 Sm (2) Owner's/Developer's Certification [r = G WN•C• "I/We hereby certify that any clearing grading, construction / 4 STATE O �� or development, or all of these, will be done pursuant to W PORT 90 �Q�(r P this plan and that the applicable Stormwater Management a Q J conditions and requirements of the City of Wilmington„ the U \�J�� state of North Carolina and the Federal Government and its agencies are hereby made part cf tt:is plan." VICINITY MAP signature: — — FC LncedCg ijr.�1i :fcev Zimmer, Member/Manager Date: I / NTS r / — - - -- - -- _ _.._ —._.._ — _ _._ _. ___. —... — — F- -- - ..— --- — — _...- — — —.— —_..—_, — -- ......_ EXIST. C.I. INV OF CUPS VERIFY) F�/ � U. S. _ HIGHWAY 421� 100 ' RIW (PUBLIC) C. � ~ � — — __-. LACE EXIST W/_RQPNEW NCDOT D.I. o o Q — __. —___ ..... .... ....._._.____ —_.---._.. —.---_ —.-_.._ - __ _—..-.._._ ___.__. —_.—__._ — STEELF �_ �O Q G TE. } J 2 4 Qo ) e USE INLET EROSION /Q Q Ov 4j- Ov / Qo U A �� _CONIROC(SEE DEfiAit) - t J=off50.3H__.- Qo a a 4 P NEW 25 LF 18 RC INV. 43 59 Qo _. -- -� — - _ - -MELD VERIFY � �— �p ..-._ .� _ HE— _ OYERHEAO 77777 ELE IC \. — E E E E— E--- h_ E� E FL�yE E f— E��- E E \ \ • ?1 RHEAD ELECTRIC �E W T- S t 26'OS . 7 . �E a 7S2AC 0 -- - —ir — — 199.0 0.52 PERVIO S TURF INFILTRATIO ( o '- `^ a ASPHALT N 26 05 45 W � EXIST. SSMH 0 12 Pvc 1 — CONCRETE PAVERS f EMENT Q — Qi v - ! �` 1 - —� �� / `�E78ST. INV. 39.89 -- ` Q�A�f TOP 44.66 `_ NEW NCDOT C.I \, — 1 — C.I No.4 �! \ - y 1 - TOP CURB 51.3 Uu 47.1 (FIELD VERIFY) n.. .--- � RIM 50.8 __ d ASPHALT (`^..i MU/. 47.60 4 �w 2.20 V1 TEMPORARY ' �''/ R\ CONSTRUCTION J ¢ I?No.5 \ a \ ` ' A / ENTRANCE(SEE DET�UL} I RIV 10" SD 10 C. INFILTRATION / x " INFILTRATION p' / m h •1 / INFILT�(ION \ v ! / I i, TRENCH SEE �' / �/ __ CONCRETE WALK / s % / O n� -_ —. — ----- - o '� 1 I • - �tjPORCH - __.. - .- ._- -.__-. I I - ) I h — — ° f aL) i /♦I�. iN 1 Ir p0 Okg9 q o's, : 9', ^. S O Q6 ( 5 4� E7�OST. NV�41.115(RELD,, / H '^r'. F-I TRAILER _� t; So 'S so0 1 ( NgW INV.)N y1.7t / F�1 5 ! v // 1 Q � - 21 LEADER • � ) � / , � ' � � � V Z gl ' MAjOP R,` � 1 A O / 10 .....,::....,_.. ..W. ., _ r �� .— - I \ 6r1It DIN,-; f a / PROPOSED BUILDING N /' E"� ___- - _ - - - EA / '�`� ------� 2607 CAROLINA BEACH ROAD •. ' � � / , ` / Z THICKENED F.F. 51.0 nn .. ASPHALT I ' O �,^J, \ 3 / • e $ (SEE PAVEMENT I �i i ~� R s SECT. AT L.I. No.3 / it / A ITI 1 ` ��1I FeL� ! - 1 - i' - N COMPACTOR/ • RIM 47.1 T. DROP/iNLET / �I O I i �i :: SCISSOR UFT) INV2. .OUT 42.9 T .42 ' ,3't EA$EMENTON I72 �NLLVV{gEfiT�tEROSION to / • - ♦ i TROU�(SEE DETAIL) ;'cif ■ 'INFILTRATION a a90 _... -_._._- _.___.�-r- --- _ BASIN No / �• / r 10 8" SD 90 u h° 1 LEADER 5 0 1� —L y C. PVC •� / 1 t 1 00 )NV. 643.42 TEMPORARY j CONSTRUCTION y 4i N INFILTRATION INFILTRATION I� I / / O C.I. 0.2 ! Ao v W 4 ENTRANCE(SEE DETAIL) TRENCH SEE T%EASEMENT / / i_131 __ ( m INV. 43 12 V —. - - TS TSF ,-RIM ' o / i M I / TSF X— —X— X QEIAI�-X�55.A- T TSF 2 I / F, .� , . �w U N �Jp \ N 2T 2 4 W j 31" W X / �. ... _ Al IL-4 LO Lo co co ce) CO N 26 05'45" W _ _ '`,\ '-- 1 L• �NSTRUCTION ) `` �c� V �� /�! f�A O O p i MPO E(SEE D - AI - — — — — , 24'0 R.C.P. - - - - - - - - - n _ fi 4 W \ _ / ��v� Ob�y ^ O 00 03 O a R.C.P. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - N, 2 �% - J 30' Q� b�I — — — — — — 24" 0 R.C.P. �' �' 91 _ � 4 I` / j k4h0 �• .,.•;'J !' v^^:,,. y�//J Oh /' ^i � / j ! ` �.......... ss� / LEGEND = S E A L 0 \ \ ..� - •,k ' . 2 / = S,'� 17374 -D f, EXISTING CONTOUR '. k / EXISTING SPOT ELEVATION49 1 ; PROPOSED SPOT ELEVATION -` - DATE 9-29-98 ✓' \ �\ a ./ �� / / X TSF X— -X TEMPORARY SILT FENCE DESIGN PGT f �C SITE PLAN 1 iI y/ ,�J�`4= �\ ��" \`w • / ® INLET W/ INLET PROTECTION DRAWN WH SCALE: 1"=30' /� / "NO WETLANDS ON SITE" 1 f emJ ti I /� r r STORM WATER RUNOFF C DATE PRINTED -, e0 aa MAR 8 4'1999 I o SHEET 3 OF 5 98066 7 I#, REVISIONS N IDate Description By ■ Cartitieation Recyuiraments 0 •� ■■■■11" :L1 The following certifications shall appear on all plans: O r^ r � (1) Designer's Certification "I hereby certify that this plan has been prepared in accordance with the latest Wilmington Standards and 8�V Specifications for Stormwater Management and Chapter 20 of HIPYAR the Code of Or ces aItf h Ci y of Wilmington." w� Signature: • ate > 03 Printed Name and Title: 1 Tri P.E. si - Date: 09/04/98 Reg istra on Number: 17374 G LL STATE S Q (2) owner's/Developer's Certification % W PORT y QF� - "I/We hereby certify that any clearing grading, construction /i l 0- or development, or all of these, will be done pursuant to I J�� this plan and that the applicable Stormwater Management / 0 conditions and requirements of the City of Wilmington, the � State of North Carolina and the Federal Government and its VICINITYMAP Signature:agencies are her=c, a;je par: cf this plan."Pr-n j NTS Da[etedC�� jT4,Z i _fre•; Zimmer, Me=er;'Manaaer CONTRACTOR TO COORDINATE LOCATION OF GAS MAIN AND CONNECTION TO \ WITH N.C. NATURAL GAS - ♦� _- _- _. - -H EXIST. GAS, MAIN -U. S- HIGHWA Y 421_ _ _ -_ �" 100 .9 R _l1' (PUBLIC) AL =k.9 APPROXIMATE LOCATION Q -�j _ _oJ`�00� / _I �e OF GAS LINE. CONTRACTOR CONTRACTOR TO 2 o�p v WITH N r _--_. -.. 600R81NAF€ - EXIST. SSMH-- -..2 - - - Q ----_ -. ��2 �o - -- - ...-.. -_. - o -- -.- --- _ _... ____.__ --- - -- --- - -- -- - ..._.._- - _ .__./ J 2 -�OOBDIAIATE 0 0 04 0' NATURAL GAS. LOCATION OF ELECT. Q 4 2 4 x INV. 43.59 v o ♦ RELOCATE POWER POLE.. ._...---....._ ._._ WITH CP&L FIELD VERIFY �_ 3 o � 9 t, E I u E ._•, - E �G/. .. . . . �OVERH£AR ELE e. . - t-F-- /- :. E i VERHEAD�LECTRIC E E —+-r�_ -.-- E �p S .i �— S . . . , _ .'_ t " 26,05 Q_E r..E :7 i. _ ONE- — — _ - _ / Z EXIST. SSMH 199.0 ! 0.52 ^ ' (301.89' -��` ASPHALT/ N 26-05 45 W — 1 STREET YARD � Qoo q� J INV.TOP 44.66 \ 5' \, �2 I (FIELD VERIFY) �> \ ��,; ASPHALT i �o o�,J ' APPROXIMATE (fin / �- -1.._ 4 +( m I LOCATION to C.O. SEE I / i M ✓' OF PRO (�•) LEGEND /. ✓• � ; /' � r { ELECTRIC Ci --n� - - _ -CONCRETE WALK -- I r J� I ��• �• // �/ ap •= 4 j ORCH I I I �y /f W /' / �� • TRAILER �J J I F� E (ISTiN's __.-,,,,_• --___ .-_-_-___-_____, PROPOSED BUILpING ' F.F. 53.51 j CAROLINA BEACH ROAD o 1 / U► - _ /. .. F.F. 51.0 Il 1 I SERVICE(MIN. I 1-� 1 I . ) NEW 1 VyATER METER / - r F to ' / 3 BURY r yy BttO0CCKFPP OW /P�ECIyTT 11-4W�}LMINGTON SPEGIFICAT NS.1_.T' -- -LEI -I n-Gl /L s r7 t�` 1yATER ALINE MA�RIAL 0 Bf< / G , LINE XYYPP�� E K S9FT OPP R T4 G r ; METER LOCATION \ i w : 00 LUI cri � / �� N / / U 4 r, � a Q N2T2' 4" W � / 80n ' oo (� / w � V z / `� S' 4 Q 4 / O .� 0 co / / r•, to ci '- ^\ W orb '^ to .•.-.,..• _-- ___-- _.—...-.....—..__. ..-_•.----_---_—`--_. . r co / .. �/ N 26'05'45' W _ ..�`\ g -� `,'.N` �,` \ �\' /(j�• ` Jj�( 00 O c� — 199.0' �^ ? / N 2T52'04 W -- ,.• ;� % �` Q / /w J�� 4 .� .-� w - - - / 0 R_C C.P. — ( � 2 4"� R.C.P. — — — — — — — — — — — — —f — — — — — — — _. _ _ - o U _ 4 =41- 24" 0 R.C.P. < �F ;� 1` / V y r* �h , , / \ y`,,.,1 - U \ �" CVO �' �7 0 1 '7,r/� � Q �� r9// / �": �. / �' k ._, �� N SITE PLAN r, �$ J 44:) � / Y SCALE: 1"=30' <� f %� _' ?,fr �/ ! j/ l/ / LEGEND NO WETLANDS ON SITE ' / \ <\ a • / _- 28 _. _.. EXISTING CONTOUR A h\\ CONTACT CLARK ENVIRONMENTAL SERVICES, P.C. / / ti --<, , ( \ ti ' EXISTING SPOT ELEVATION % GRE(;QR ON MONITORIN WELLS. CES PROJECT No.9613T j �� ii, ((O� irtrllln„ CONTACT PERSON: WADE KIRBY, P.E., C.P.G. �-�E) APPROXIMATE LIGHT POLE LOCATIONS PH0NE.910.256.889�` / -�-}-, CONTACT NORTH CAROLINA NATURAL GAS 1 .� ~C.:� i l `T (BY OTHERS) _ ;DATE 9-29-98 FOR LOCATION OF GAS MAIN. 'DESIGN PG CONTACT PERSON: ALEX PEARSON DRAWN WH PHONE:910.343.8058 / J oe CONTACT CAROLINA POWER & LIGHT Co. FOR ELECTRICITY. CONTACT PERSON: BENNY SIMMONS DATE PRINI7W /� PHONE:910.256.7261 L.L. 8 1999 �CV..// 1 v M MAR 4 ' / o �• / / SHEET 4 OF 5 SITE WORK NOTES REVISIONS NOTES Description B V-6" x 1'-0" x 080 STD. ALUM. SEE PLAN NOTE• 1. SIDEWALK THICKNESS SHALL BE 4- UNLESS NOTED OTHERWISE, 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING Dotey HANDICAPPED PARKING SIGN USE "TURFSTONE" SUPPLIED BY 6" COMPACTED (100% MODIFIED PROCTOR) 2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH. CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. TO READ RESERVED PARKING" ADAMS PRODUCTS COMPANY. USE 3. THICKEN SIDEWALK TO 6' AT DRIVEWAYS. 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS RESERVED WITH IDENTIFICATION SYMBOL. o 2" R 1 4" FT 8" �rVSALIE T OTo/�TpER PRODUCT' BUT GRANULAR (SAND) BASE COURSE 4. THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS PAVEMENT OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN. BOLT TO WD. POST W/ 3/8" CANDIUM / B1' DESIGN GTINEQR. WITH No CURB. 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, PARKING PLATED NUTS, BOLTS & WASHERS. I OF LOPE A SUBMIT INFORMATION PRIOR TO ORDER. CONCRETE TURF/STONE PAVERS 5. 1/2" EXPANSION JOINT (E.J.) REQUIRED AT 50' MAX. AT SIDEWALK VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC "a 9" x 1'-0" x .080 STD ALUM. SIGN 1 3/4" R� r --` ° i� AS APPROVED BY OWNER'S REP. JUNCtIONs, AT STRUCTURES, AND As NOTED ON SITE PUN. MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION. TO READ 'VAN ACCESSIBLE" 6. PROVIDE A LAYER OF 15/ BLDG. FELT BETWEEN WALK AND ADJACENT BOLT TO WD. POST WITH 3/8" CANDIU I PARALUNG CURB OR STRUCTURE. 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL ® ° ' 2" ASPHALT ° ` ?. 2" ASPHALT 7. REINFORCE w/6x6-10/10 W.W.M. REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS. PLATED NUTS, BOLTS & WASHERS �=�';: .:;� � ��' ': . �`�+� -�' � � 5 BE a DISPOSAL: CLEARED GRUBBED STRIPPED OR OTHER WASTE MATERIAL SHALL s" x t'-o:' x .080 STD ALUM. SIGN �o CURB so' MAX. SPACING REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY. TO READ 'MAXIMUM PENALTY $100, 6. FILL AND 1 . t_?" _; WITH zo/8' cots To RID. D � \ �/mac// � �/�� /�� //� � �� STONE CRUSHED STONE-,CRUSHED 7. THE CONTRACTOR COMPACTION SHOULD HN NOTE THAT THEWGRADINGPLAN GEOTECHNICAL MAY REPORT. REPRESENT A BALANCED f•DL(IRS WITH 3/8" CANDIUM PLATED " LEGEND AND BORDER - GREEN NUTS, BOLTS & WASHERS. FINISHED 40d SPIKE TYP BASE +. ,`,BASE _; •, � ,, EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND WHITE SYMBOL ON BLUE BACKGROUND GRADE SURFACE COURSE FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES. BACKGROUND - WHITE PRESSURE TREATED 4"x4" POST. - ' BASE COURSE 70OX <' 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF-SITE -- MIRAFI (D PROPERLY PERMITTED FACILITY AS REQUIRED. -1/2-R( , ,-,/2"R(TYP) Z FABRIC 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL MAXIMUM _ MONOLITHIC CONCRETE ISLAND ON No. 57 WASHED STONE EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS VAN I- III L= (SEE INFILTRATION DETAIL) IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE P;,OOTM /8"(TYP) ACCESS] /8-(TYP) -III-III III-III- ASPHALT/CONCRETE PAVEMENT PERVIOUS PAVEMENT SECTION EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF I I-III-� �=III=III I NTS THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING. III-III- III-III- M1 NTS 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ LEGEND AND BORDER - GREEN LEGEND AND BORDER - GREEN -fir= RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH BACKGROUND - WHITE BACKGROUND - WHITE -III III I III =III=III==III SEE PLAN APPROPRIATE PERSONNEL. TYPICAL HANDICAPPED SIGN DETAIL BLDG.-STRUCTURE 11. EXISTING SURVEYING PERFORMED BY SH ALL DI B. CRIBB AND ESITE.SUPPLIED BY THE OWNER. 2 ' TYPE I-2 (NCDOT) PLAN 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE 1/8-R TOOLED 1/4"xl' DEEP w/AN THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER NTS 8' ABC STONE (NCDOT) JOINT 1/8TR TOOLED JOINT PRIOR TO INSTALLATION. 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT V HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER. -"-Sr = g= H: eDD NO. 57 WASHED STONE 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER 70OX MIRAFI FABRIC y . AT FINAL GRADE. 0 15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES. ELEV. 46.5 METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY 1/2" EXPANSION OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS. -III-I11= F( V. .75 JOINT MATERIAL 16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING III-III=1 - 3.5' EXPANSION JOINT (E.J.) CONTRACTION JOINT (C J.) WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS VARIES 10' MAX. OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT DIR. BY NG. PAVEMENT SECTION ELEV. 43.0 TO MAINTAIN SAFETY AND TWO WAY TRAFFIC. z SIDEWALK JOINT NT DETAILS 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT ,_, NTS ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE STEEL OR WOOD POSTL SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES. 11.4 WIRE FABRIC NTS 12" PVC STAINLESS SCREEN WIRE 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS !!!"""''�'��I T FRAME & GRATE: USE NEENAH FASTENED TO UNDERSIDE AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. O \MIN. FILTER FABRIC R-1878-A10L & R-1878-A10G POORRTION OF DROP INLET 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A 12-1/2 GAL o W / 2-PIECE LID (1 SOLID/1 GRATED) /INTERMEDIATE WIRES] U. NOTE: SEE DIMENSIONED AhrPROX. WEIGHT 45 LBS. OR CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING, ~' GRADING PLAN FOR APPROVED EQUAL. CURB & GUTTER NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR AII 8 0 SCH 40 PVC(SOLID) NIGHT REFLECTING. } 2" TYPE 1-2 (NCDOT) DIMENSIONS OF W/ 12"x8" TEES AAS SHOWN ON PLAN 20. DUCTILE IRON SHALL BE CLASS 51. T/•\ INFILTRATION BASIN 8" CORRUGATED, PERFORATED 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE LJ 1 10" ABC STONE (NCDOT) (7,700 SF x 3' DEEP) PLASTIC PIPE. LAY FLAT STRENGTH OF 3000 PSI 0 28 DAYS - AIR ENTRAINED. 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR o as ASCDRECTEDHOR RIBY ENGINEER NO. 57 WASHED BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE W E-I M o - INFILTRATION DETAIL STONE INV. 46.5 , PAID FOR BY THE CONTRACTOR. 23. SEE GEOTECHNICAL REPORT NO. 31000-8-1065, DATED AUGUST 20, 1998, BY "LAW NTS _ > ENGINEERING & ENVIROMENTAL SERVICES,INC." FOR ADDTIONAL REQUIREMENTS. O ELEV. 44.74,r-- Tn CONSTRUCTION SEQUENCE �I�j Oy CO CRETE N(IER zF�-iNOTES: III-III ELEV. 43. w/ 4 @ 12 O.C. E.W. 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). If�ll 1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND III-III- CONC. SIDEWALK ' ' ' 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12 STAY w/6x6-10/10 W.W.M. 3' 4'x4' PRE-CAST INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.SPACING. MIRAFI 700X FILTER CONCRETE BASIN 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING 2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OFPAVEMENT SECTIONr4" FABRIC ALL AROUND BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE CHECK DAMS, ETC. 36" IN WIDTH. FABRIC SHALL BE FASTENED EAR THE INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING O ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE DAM CONSTRUCTION. ENGINEER. OUTFACE PIPE E'I 3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE AT I N F 1 LT RAT I 0 N BASIN c0 SEE PLAN FOR SIZE, 4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN. TT � ASPHALT INVERT AND GRADE. SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL. V SELF-FASTENER STEEL ANGLE TYPE. NTS " ll- I 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN n Z 4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3' _ ° L•L•I TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED 1 ! DURIIJG CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER �."I I� TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAOLE g" FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. 1 1/2" LONG 6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS �4 4. 3'x3' FRAME AND GRATE READILY AVAILABLE FROM DURING CONSTRUCTION. REMOVE ACCUMULATED SILT WHEN HALF FULL TO PREVENT SILT FROM n " 'ENNI$ LOCATED AT LELA{VD NC. GRATE IS CAST IN TEMPORARY SILT FENCE 4 8 CONTRACTOR'S PLEASE NOTE: TWO (2) PIECES: (1) 18 SOLID SECTION x 3 ENTERING STORM DRAIN PIPING. r, I� 1. SEE "SITE PLAN' FOR ORIENTATION AND INVERTS. (1) 18 SLOTTED SECTION x 3' 7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. W^ '^ I'--I 5. EQUIVALENT FRAME AND GRATES MAY BE AVAILABLE BUT 8. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS I-•-i V 2. THICKNESS OF ASPHALT = 2" AND ABC STONE = 10" FOR ARE SUBJECT TO APPROVAL BY DESIGN ENGINEER. ^ NTS PAVEMENT SECTION ABOVE INFILTRATION TRENCH AREA. PLEASE SUBMIT SHOP DRAWINGS PRIOR TO ORDER. SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE. TURN DOWN SIDEWALK 3. THICKNESS OF ASPHALT = 2" AND ABC STONE = 8" FOR 6. SUBGRADE BELOW PAVEMENT/STONE SECTIONS AND 9. MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE. PAVE ENT SECTION IN OTHER AREAS. DRAINAGE STRUCTURES SHALL BE FIRMLY COMPACTED 10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS I1 1 _2 I-2 ON 6 ABC STONE FOR FRONT AREA IN ACCORDANCE WITH SITE WORK & GEOTECHNICAL J 3" TYPE 1-2 (NCDOT) NTS CAR PARKING ONLY), REPORT NOTES. PLAN PROVE TO BE LESS EFFECTIVE. r 2X4 / "DOD OR E 10" ABC STONE (NCDOT) - INFILTRATION BASIN, INLET DETAIL 1 i ALL10PERMANENTVE ALL MMEASURESPORARY S EROSION BE WELL ESTABLISHED OL MEASURES PPRI PON RIOR TO PROJEETION CT COMPLETION. ION. U .L -.i R/V STANDARD WATER VALVE BOX NTS L COVER NARKED CA PERMANANT GRASSING DETAIL GTON CITY OF WILMIN w SIDEWALK CONC. CURB L GUTTER SEEDING MIXTURE C��2 R/sEDM NT WAIR I. MINIMUM LANDSCAPE REQUIREMENTS w 0 BZ Y '?)";•::• SPECIES RATE fib/acre) OOOO SEAL CLEAN IT /_ SEGMENT DROP INLET STACK ./DUET TAPE PVC OR CIP I/8' BEND PEN �5Pm8A¢AASS TREE PRESERVATION: MINIMUM 15 REGULATED TREES PER ACRE. Z w70ROlTE _ _ (SEE NOTE 2) SERICEA I III-III - COMMON BERMUDAGRASS ,0 N •r-I BURET FABRIC slUrTr 30 INI GERMAN MLLET ,0 STREET YARD: MINIMUM REQUIREMENTS: FOR EVERY 50 LF, 1 TREE W 14 ^ AS DIRECTED BY ENGINEER III-III- �- PVC OR CIP SEVER MAIN TALL FESCUE 50 O PLUG ./W SINGLE TEST 8 FT IN HEIGHT OR 3 FLOWERING TREES 5 FT IN HEIGHT AND 6 w $.I PAVEMENT SECTION C T I O N PLUG /WWG MIT A TAPPING ADDLE " L) U (SEE TOTE 2) TEE S COED EYE SEEDING NOTES SHRUBS 18 MINIMUM AT PLANTING. , I. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERK:EA Iv 2. USE COMMON BERUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT BE- PARKING FACILITIES WITHIN 50 FT OF RIGHT OF WAY REQUIRES 1 ROW Z Co C 4 NOTES, COME A PEST. BERMUDAGRASS MAY BE REPLACED WITH 5 Ib/acre CENTI'EDEGR/SS. n AT C 0 M PACTO R SCISSOR LIFT 1.0 SEVER TAPS TO BE PERFORMED BY CITY LOW BUFFER EVERGREEN SHRUBS MINIMUM 18 AT PLANTING. :~ }1 0 CREWS EXCEPT WHEN TEES OR VYES ARE US 11., 0 Lo U INSTALLED IN NEW MAINS LAID BY THE O 1 I a 4 , CONTRACTOR. SEEDING DATES INTERIOR: m� 2. THESE ITEMS SHALL BE INSTALLED WHEN APRIL 1 - JULY 15 MINIMUM: 8% OF THE GROSS PAVED AREAS SHALL BE LANDSCAPED. Z a D z m co DROP INLET BURIED FABRIC SKIRT NTS / NO HOUSE CONNECTION IS MADE AT CA co CD w/ATE GZrLIACS fW STAN W40 CLNEA6taff SOIL AMENDMENTS 1 TREE 8 FT MINIMUM HEIGHT AND 6 SHRUBS 18" MINIMUM AT � � Z` Z NTS PLANTING REQUIRED FOR EVERY 15 PARKING SPACES OR FRACTION V2 0 1 I z APPLY LIME AND FERTILIZER ACCORDING TO SOIL 7FSIS, OR APPLY 3.000 Ib/acro Q Q Q w GROUND AGRICULTURE LIMESTONE AND 500 Ib/aco ,D-,C-IC FERTILIZER. THEREOF. CONSECUTIVE PARKING SPACES SHALL INCORPORATE a (D a �- LANDSCAPE PENINSULAS NO MORE THAN 15 SPACES APART AND AT THE W U o THER MULCH THE ENDS OF ALL PARKING ROWS. MINIMUM 8 FT WIDE AND 100 SF ICI ry ^ pEXCESS WHERE RUNOFF IS DIRECTED FH AT CORNERS AWAY FROM CURB, GUTTER '- " 4' P I APPLY 4,000 lb/acre GRAIN STRAWOR EQUIVALENT COVER OF MOTHER SUITABLE IN AREA. 5 TREES MINIMUM REQUIRED FOR INTERIOR ISLANDS. 04 � ,_,,, o SE MULCH. ANCHOR BY TACKING WITH ASPHALT. RONNG, OR NETTING OR BY CRIMPING O •� A 0 c) SHALL SLOPE AWAY AS SHOW 1 '-6" 6" 2" 1-2 (NCDOT) WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE EI LO � NOTES: USED AS A MULCH ANCHORING TOOL. BUFFER YARDS: HEIGHT REQUIREMENTS 1. AS SYNTHETIC FABRIC. USE A PERVIOUS SHEET OF NYLON. 5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION. FRAME WITH • EXISTING PAVEMENT 2' H-BINDER I POLYMER, OR MWENE YAW-WRA STRENGTH 2x4-INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW CLASS A CONC. M(63 18/ IINCH MIN.)-TINT CONTAINS ULTRANOLU RAY AREA AT A MAXIMUM OF 1A Fr ABOVE THE DROP INLET CREST. _ _ _ 1/4" PER FOOT _ - INTORS MID SrANU EIM FABRIC SHOULD BE SUFFICIENTLY c� - '� _t " _ - - - - - MAINTENANCE TREES - 8 FT MINIMUM AT PLANTING 2 MIN. CAL. POROUS M PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY 5. PAGE THE BOTTOM 12 NICHES OF TIME FABRIC IN A TRENCH AND ASPHALT . Pool 1 MAY USED �RSHORT-TERM �WIUL Cw��AT� 4 INCHES of CRUSHED STONE Sr QPE 3 3'FZ p sLCPr I 15 FT MINIMUM MATURE HEIGHT MOUNT APPLICATIONS. IT MUST BE REPLACED EVERY 80 DAYS A. I REFFRTILIZE THE FOLLOWING APRIL WITH SO V.acre NITROGEN. REPEAT AS GROWTH e' ABC STONE �I II- REWIRES. MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT APPEARANCE IS r 6� 2. CUT FABRIC FROM A CONTINUOUS ROLL To ELBINATE JOINTS. 7. FASTEN FABRIC SECURELY TO THE 5TN(FS AND FRAME JOWLS MUSE BE ; 4 : •_ DESIRED, OMIT SERICFA AND MOW AS OFTEN AS NEEDED. EVERGREEN SHRUBS - 36' MINIMUM AT PLANTING 3. FoR STAKES, USE 2x4-INCH wOOD(PREFERRm)OR EQUIVALENT °�"LAPPE° TO THE "°R STAIM 1 /8'..'R • L4 NOTE: 6" MINIMUM MATURE HEIGHT ° I. PAI RIPING s FENCE OPTION - 8 FT MINIMUM HEIGHT INDUSTRIAL ZONING " METAL WITH A MINIMUM LENGTH OF 3 Fr. 5. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND (� NJ SSTT rrpo ggEE ELEVATION DONMSIAPE FROM THE DROP INLET TO KEEP RUNOFF FROM DONE BY NCDOI' FORCES. 4. SPACE STAKES OF 3 FT A AROUND THE SECURELY RI OF THE INLET Byp THE INLET. R MAY BE RfMESSTRU TO BUILD A TEMPORARY A E GROUND. of 3 FT APART. AND SECURELY DRIVE THEM Wr0 DI,� C, THE SOE OF THE sTRucnU TYPICAL PAVEMENT WIDENING SECTION TEMPORARY GRASSING DETAIL 6 FT MINIMUM HEIGHT ALL OTHER '"E °R°""° "PP"°'°"'A'�`Y " "' °�' DRAINAGE AWAY FROM CURB \x111111 SEEDING MIXTURE VISION CLEARANCE: NO PLANT MATERIAL OVER 30" IN THESE AREAS. I 'v, \`\�� ` �Rp TEMPORARY FABRIC DROP INLET EROSION CONTROL � .••�;••�� SPECIES RATE fib/acre) ': NT5 Rye (grain) 12o PROTECTION FROM VEHICULAR TRAFFIC PROVIDED AROUND ALL PLANT ' r-a„ MATERIAL (CURBING, CROSS TIES, TIMBERS, ETC.) _ SEA L 1 '-6" 6" AV70 e a SEEDING NOTES MAINTENANCE: THE OWNER IS RESPONIBLE FOR MAINTENANCE OF ,�; 17374 '�- L YATER KIERS ARE TO S PRLTVaG lT TA[CTTF III R/Y MTN PfiPAII7S MOUNTAINS - AUG. 15-DEC. 15 CLASS A CONC. 2AU V��TaM7£RSAWTJFLMTOV17/0PMX COASTAL PUN and PIEDMONT - AUG. 15-DEC 30 LANDSCAPING TO ENSURE THE PLANT MATERIAL LIVES. %�t'�' .E?1GINE�`A RMT-Lr WAYS AiSW EASYICMS LAMB CAST IROV KIER XV ASPHALT 3 T .2"R - N aP/VEYAYS SIRrNr14LK '''/ CRE(CII �\N�'\ OPE - SOIL AMENDMENTS // Un11110 6" CONC. 4000 psi pOP `1f� \G p SL •� YA�R A[TEIPS,SHELL AO/Ar L1CA7F9I FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL 6"x6"xW2.9xW2.9 WELDED p0 e - .I LIMESTONE AND 1.000 LB/ACRE 10-10-10 FERTILIZER. :SATE 9-29-98 WIRE FABRIC REINFORCEMENT Q O' 41N. r 1/8"R° °�p ESIGN PGT o MULCH I p APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, DRAWN WH ~ v 6 MI DRAINAGE TOWARD CURB I OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE . . USED AS A MULCH ANCHORING TOOL. 2- - 3- �\a COARSE AGGREGATE ,,1, TTAr x'SETT CO°PYR TU1/AG MAINTENANCE ABELLER N-I�72C 5 CURB S E C T I 0 N KKR ' ylle � Repair and rn Mar h damaged areas immediately. Topdress with co 50 ey acre DAZE PRINTED 4" ABC STONE TEMPORARY GRAVELLED f°P' �� of nitrogen in March. If it Is necessary to extend temporary cover beyond QMPSTER PAD DETAIL CONSTRUCTION ENTRANCE � Jane 15, a�raced wi)h sp deacre Kobe (Piedmont t Carly Marc Plain) MAR 841999 NTS r r p or Korean Mountains les edez0 in Tote February or ea March. SHEET 5 OF 5 NTS 1 112 OR 2 Id?SJ? AaDINIlE MIS 98066 _ - - - - -_ - - - - REVISIONS NNo Date Description By � � Certification Requirements m The following certifications shall appear on all plans: O (1) Designer' s Certification R "I hereby certify that this plan has been prepared in y ��J accordance with the latest Wilmington Standards and BQ� Specifications for Stormwater Management and Chapter 20 of HIPYAR - the Code of Or as the Ci y of Wilmington." _LLJ � -Signature: 03 Printed Title T rpE tra SI meDate 09/04 Regis 17374 G Lj STATE 50 Q�' (2) Owner' s/Developer' s Certi tication PORT O �� "I/We hereby certify that any clearing grading, construction aor development, or all of these, will be done pursuant to this plan and that the applicable Stormwater Management Q conditions and rda u!rements of the City of Wilmington, the State of North Carolina and the Federal Government and its _VICINITY MAP agencies ara heraL} mane pact cf C:is p!an." Signature: _ Printed N- e r Ti 'e. 'trev Zimmer, Me.nter/Manager NITS Date: C410-71 � - EXIST. C.I. TOP OF CURB 51.43 c4` T T C �IT/� ZIT,1T,1 V �/ / INV. 47.43(FIELD VERIFY) Qr,C) _v U. S. HIGHWAY WA ! 421 100 R W (PUBLIC) _.. ..._ _. L4 � _.._ /._._._._ �_.. --- -L.- -�� o - - - - W/ NEW NCDOT D II. o z�� -- .T - _ /REPLACE / _._ GRATE. FRAME.&, � ��5�2� e USE INLET EROSION o T 4i ¢� EXIST. SSMH °v z Zov Q CONTROL(SEE`DETAIL) J�o TOP-50.3' ��¢ / a a 4 z NEW 25 LF 18 RCP- INV. 43.59 �► o �� j o� (FIELD VERIFY -. ¢ Qi OVERHEAD E.E: K, sr _/S _ x i =- E T- E -- E -- -- - E. _ _ _ E E - E r e E y Ki c E -•-- E X - - E - F � �- X ERHEAU/ tLEG I - - , EK...m�e -4'- - S -- --- -- --- -- S -- _:: _ f 45+ W 54T Y ---- CON __ __ ._ _4Y _.-. 7AC 0 J _ -r ) --� - - - - - 199.0' c I-- 0.52 PERVIO S TURF 301:89' „ -%� -<- `- _ - II N 26 05 45 W EXIST. SSMH 1 1 INFILTRATIOf� ( o0 12 PVCF -^` r " ti / ASPHALT ,. ��: IJ CONC E PAVERS � EMENT ¢Q Q� 0 0. TOP >0.6 -. - ' E%IST. INV. 39.69 1� Q ¢' NEW NCDOT C.I. _ -- - - C I, No.4 _ INV. 44.66 �- ° ''' (FIELD VERIFY) TOP CURB 51.3 IM 47.1 0 RIM 50.8 ��; / V. 44.17 y / N�y ' W p ASPHALT � I -► V 4 TEMPORARY a Y - CONSTRUCTION I°` No.S [q - - - - .. o. o� ENTRANCE SEE DETAIL-' I � RIM 48.5 ( ) INFILTRATION W' ! _INV. 46.4 � 10 SD 10" C. INFILTRATION MENT � 4�' M �. N k I o.1 INFILTRATION W �["y CONCRETE WALK I I �/ a ^ c TRENCj(SEE �. O W �V :PORCH I h ° D�AIL ti ° I i 'P4tuO 4e•S ' ) ,•:' EXIST DROP-INLET FF--�� ..I. ,� TRAILER �. �._ 5:•. 0. . $. ,_ ,O 506::. S �. EXIST INV;41.15(FIELD. RIFY) F-I E z 00 � `,;.- N�4! INV.,1N 41.7� F-II Q 1 a9' 21.8 8" SID z LEADER � Q .Q 1. PROPOSED BUILDING 2607 CAROLINA BEACH ROAD { L. / THICKENED F.F. 51.0 a � ry , r I / / ro Z ASPHALT I I, 3� LL � / ' Ads 6s" SECT. AT ti I. No.3 / 1 / Q�11 �2jl ! I - CV rf. COMPACTOR/ ;RIM 47,1 % EXIST. DROP INLET 4 0 1 ` �+ SCISSOR LIFT) " INV.OUT 43.22 TOP 44.42 r� P-4 / � /y GQ� ci I�JV 42.72 W INFILTRATION (61ELD VERIFY) 13't s: EASEMENT 'f CONTROK(SEE DETAIL) \•/ W F INFLTRATION ° net f q° BASIN No ~ J 90 , h° LEADER o 2 PVC O -l- C.O. I SD 1 , C.Y. No.1 �R / � RIM 48.4 a ® , T � V. 45.32 Q / // / V � 3 / TEMPORARY jj w / CONSTRUCTION - -AT-1 - - s INFILTRON -�_ o � ENTRANCE(SEE DETAIL) ' TRENCH(SEE �' EASEMENTON e C.I. No.2 A^ � - _._ TS RIM 47.9 L0 i - _ / TSF TSF �EIA.Q Tom- - 11 o / / rW, rnv i I - X-.-x-.-X X�ar58 - X�.-f ?$F INV. 44.02 2 ! 4 4 W +' Cd N 27' 2'0'4„ W ¢O¢O,' �� N fig@ 7SLx s v �J' . I0 co I� - _... -_...a G i I ' nbv-) Z � �1 ,� TEMPORAR� {9 - i F+{__._ _..._.. � v� w;CONSTRUCTION � N 26 05 45' W 9 -- - - �r A(YCE(SEE D - AIL) 00 O w 199.0' ' �y�,/ J N 27°52'04' W �•� � / moo= 0��''� z.c.P. _ 2 �" cnR.c.P. _ _ _ _ - - -- -_ - - - ' 24 0 R.C.P. `� � ,' ,•` ). . :� '.�$`gg,, �' � "•" � e 1I rl a'��` 0 r-i 0 U / : :.� ._.. ��>' o �e BAN 1 4199� I �, C M ` rye �C� �' '. ,/•-� �� 1� �r�-� �°^�� ?O /�'�JO° h ai 'irIf 7 y',�C.ESSI .1 �; /�h� / LEGEND = s E A L �1Z/0 S 1�-_ r '// EXISTING CONTOUR Z . 17374 i Q " v•, "4 k; `� ' ti� EXISTING SPOT ELEVATION REG4 ` L / PROPOSED SPOT ELEVATION DATE 9-29-98 SF DESIGN PGT SITE PLAN /� - 9�Q¢0 -X- -X TEMPORARY SILT FENCE DRAWN WH SCALE: 1"=30' jv \g �1 INLET W/ INLET PROTECTION NO WETLANDS ON SITL STORM WATER RUNOFF C 3 4 DATE PPJNTED 2��any / JAN 1 41999 SHEET 3 OF 5 �/ \ 98066