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Home My WebLink AboutSW8960120_APPROVED PLANS_19960809 STORMWATER DIVISION CODING SHEET POST-CONSTRUCTION PERMITS PERMIT NO. SW8 4'6p/�2� DOC TYPE CURRENT PERMIT 2 APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE Ifith or 'oK YYYYMMDD FT1 O 0 Ul n T m I.y C �I 4 M d a I I N e I ry N „ N_lI. a :{i'I:I ;.IY:'::I ..j, {" JiL rI m S.I,I.il - _-__ -_.. ......__ - - - - ---- 11g1 FRONT STREET .. V IT II -------- -------- ----- --------- G+ —I j r W' a-rrr dnr; it33:rw:» p r n 1 i I III s'r V'. i 1 I 1 11 } I l —_._ _ --. - r -i 1- - 11 A �l 12 i I I 12 // l F I .-q I � � x L fin . j � C-I " I FF £ vim- O _ I :,, ..X v, -t + I'r 'I / 1\.,. •'� r ��7 ,a_. �',5 IS^: ' /' rj xy T'. :rT, ,', `n Rjrly :C inLly ?' ZT 1' A i � -x'I 1 o O L O ..1 II .ia" F a II "��/ ♦ \) rr Urn !1i Fi" .. I i_'.1 '..j I' r, I ^ 1 .. 14 y 1-Y r1➢:1 y -,`I•X 1. A;'- �� _ � �.• _I I � Si II �� I II � I h 1' � \� - 5 / �: � 11! b g '�! 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I va i II _ \ v I{{I I it ry ' III IIII Q r17 y ', 1 II II �I II II s' I ( II III I I'I 1, .�L'Jfd1PYT,N 3.:, ur)) IlClfilld r II - - Ju-Hl., III II II . ld 2I .fie III �tq.wJl�la I I I 07 , _ 313f.[i73s �I II ® M I I I I II I I i I 7 I I I IIr I I I 11 II r , o �u II II n \ /. =f m —r . • m � I D X . . \\ ��ddnrltN� m A o o g o uN ° .7 vV vV t7V Z s w 4 - c A O I ° � m 03 O O ° CoR ® � � Drn = � �_ � � _TZ D wLLJ N �n Nm � Oct E D D � D � � m � � .. _� 1 2 3 4 5 6 7 8 9 10 11 12 Revisions: SITE WORK NOTES: 1. THE CONTRACTOR SHALL VISIT THE SITE TO VERIFY AND BECOME FAMILIARIZED WITH ti IxFIELD CONSTRUCTION CONDITIONS. 2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF h �\ � WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS `\ z A TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS. ()\ / �L� �M^ k o 0 BRUNSWICK 3. CLEARING AND GRUBBING: REMOVE ALL TREES, EXCEPT TREES TO BE SAVED, (SEE k LANDSCAPE PLAN) STUMPS, ROOTS, SHRUBBERY, ASPHALT, CONCRETE, STRUCTURS, \ ( \� `�� L1 BURIED UTILITIES. STORAGE TANKS, ETC. WITHIN LIMITS OF CONSTRUCTION. V BURIED UTILITES WHICH DO NOT CONFLICT W/ CONSTRUCTION MAY BE CAPPED X OU AND ABANDONED IN PLACE. X 4. STRIPPING: BEFORE EXCAVATING OR FILLING. REMOVE ALL TOPSOIL 5t" JT rF c�AI1r (�� \� /rV 1 �lSl ® SITE W� WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL 1 FkE pQI Spr, ,"-0'KE{ MA �\ �� k \� t'r1 COMCPZT 5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING -� raL F �O k GRAC BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE PH SPLIT `Lfbar ELEVATIONS WITH A CLEAN SELECT-FILL COMPACTED AS SPECIFIED. i c� CW nwE.�fff�p�Nr y 1 ��Cry1 �� n �� k PRE rNUT J'$M 6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL BE c ,ANaMARS`*F� r!ntt+ �i REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL ,E ?YVVENTe€arN MANHoj E nn�t�k� k x �Nll N �. APPLICABLE LOCAL AND STATE CODES. rINYNL � hgLEVATXON ✓� �D� �'J \ j k 7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL IF LOCATION MAP REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED WITH BORROW OPERATIONS. 0 ` A x' t ( /� 8. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO 111 J j \ ( /! (1 ✓ 1 �� () 1 C �CP 0 L B CONSTRUCT HIS WORK. / / �1 �ll l . 1 c�� 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ll /% ' 1 ( ;' I x N �L '� `�X 2pplJ(� I �� EXISTING UTILITIES THAT REMAIN DURING CONSTRUCTION. t _ / ls3c 10. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY : � '1 ' lr r � t/ J _l.� � \� � / �C X MCKIM & CREED AND PROVIDED BY OWNER. 1 i J )1 lI / l �1 (\ }' / A FI 11. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE. `i - r 1 /\ 12. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE / AGENCIES AND AUTHORITIES, 1 G _ 4 � � 11 R < < � � 13 NCDOT STANDARDS.ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO EXIST. I I J it /' Ex�TNG CHpNLINK FENCE \ E�5TEN5 STREET AE EXI5TING ( EXIST.TO I I�v 7 �/ _ GRADE FOR SMOOTH TRANSITION �\ F H. = L , l 2�14. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND . .. ExISnNc caNcrt wux \ STATE REQUIREM NTS PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL `� \\ \tTRET 15. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. 03 f PROTECT EXIST. HA OVER EXIST. RETAINING WALLl ; F.H. FROM DAMAGE C9 �) 16. SEE GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS. -- I / C 17. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK CONDITION. SEE SPECS FOR UNDERCUT ALLOWANCE. 2(2 1 18. REINF. CONIC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR "RAM NECK. INSTALL PER MANUFACTURER'S REQUIREMENTS. 0 \.` ...` '^-., � '-- �T7_"" _.�9`---'for h- ram~ _ - _--45 'P,EEEJl,E �,� ,r-.`�!^`..Y••1,�'•-•�� -_ ... F--•.j's-\ram_.-. .-,.��_� l �^r 19. USE WHITE LANE MARKING PAINT OR ALL PAVEMENT MARKINGS. PAINT _. / _ _,�_.. ... ........__.._. _`----._.�__ ----- `-• '-� �_--- --._- . ,. _ _---- -- - - �. - . "l - ---r�e+�.ti _ `�'`'._;�r'?'�� ''- _- az_` i __�-_--__ ` ✓ , SHALL 8E A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, �- ---- 3-_ _._ - _ - -- ! �__-� _ N8 46 45 t 362.95 u_.. - - - - ----------------- FACTORY - - - - - - - MIXED, QUICK DRYING, NON-BLEEDING. '-- -. •,, 3F l i - - -` - �---� '"_-_=...-_. - -;� � _ - _-,. -- _ _ _ _ _ z -'--__-'�'"" 1 . 20. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO ' , ; , ru : � .�.- •, �; ,.- -� t �.- �__ - __�_,,k _ _ /� `/' ;��_-_-_-_ _ _ -_ _t-f-- `\ '\ i, I,l � ,i 1 , 2 HORIZONTAL ,I V, f r� \\\ a• r..;\ \ 3\ \ \\ t, off; 21. ALL DISTURBED AREAS SHALL BE GRASSED WITHIN 30 DAYS OF / I ' 1 'ice ✓\ _ '��'•-✓ - d DISTURBANCE. i 1 � (� i -_" . �� ., ., ,, 1 _,-.._ a, ---�-.� �� _ �' , r --` i l 't "I I � I i 7-1 IL 22. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE {� j \ r` ' \ STAIRS PROJECT IS COMPLETED. f ( ,`\f ;, \ ;r \� \.. \ \\ ALTERNATE #64 I- SEE SHEET C5.1 23. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE w: ( 4` -_ SHOWN ON THIS PLAN ARE NOT EFFECTIVE. 1 '! '.• \ \` \\ \� \ ; �\ - 1 24. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR ! r ' \ \ \ \ \ \\ - �\ \\ _ - - - -•'-- - D AS SOON THEREAFTER AS POSSIBLE. F 1 `•, \ \ ` \ --- - --- -- -- - 9 --- Z: 25. CONSTRUCT THE CURB INLETS WITH PROTECTION TO ACT AS A SILT BASIN G_` _ DURING CONSTRUCTION. L` I , - yr: 26. MAINTAIN ALL MEASURES UNTIL THE PROJECT IS COMPLETE. REMOVE t 1' !l /' - ~' ` \\ EXISTING STUDENT PARKING AREA =^Y��-` ACCUMULATED SILT AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY. �� Cam_ �`, �` 7 y ' TO REMAIN'�IN U5F� AT ALL TIMES / 11 \ \\\ _ !; 1 \ \, ONCRETE FLUME V CONCRETE FLUME 3O5 L 305 30g _ \ 27. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL ! i i t __,- PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE- / __-_- , Ij - -_- - �- OUT. RAMP C ,� - j • _ ____ �., Q, m - 28. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF NEW t / -- - 0 3p35 NOTEL_-RRA5E II IMPERVIOUS SURFACES HAVE BEEN 2 WASTE AND WATER LINES. __ 1L - - _ ACCOUNTED FOR IN CALCULATIONS AND PERMIT IN m _ - � \ 29. SEE PLUMBING SHEETS FOR LOCATION AND INVERTS OF CONDENSATE __ _ GO TI Q7� - _ N.1l1NG ON WITH PH _ 30.1 WASTE AND WATER LINES. ---- _ -- PHASE L / 1 �� >- - - _ - 30. SEE PLUMBING SHEETS FOR LOCATION AND INVE OF CONDENSATE , / ��TT55 i SILT E \ �� 29.4 _ �mm 29.q 30J DRAINS. THE GENERAL CONTRACTOR IS RESPONSIBLE TO CONNECT THESE ' t LINES TO THE UNDERGROUND DOWNSPOUT DRAINS AT THE REQUIRED DEPTH ___ \ ' TO DRAIN. ALL UNDERGROUND DOWNSPOUT DRAINS SHALL HAVE A MINIMUM j 1 ------- FOR c I SLOPE OF 1% AND BE SCH 40 PVC PIPE SIZED AS FOLLOWS: USE 6" PIPE __ ---'- / 1 1 a `r• _ - .1 �. FOR UP TO 4 DOWNSPOUT CONNECTIONS, 8" PIPE FOR 5 TO 8 DOWNSPOUT \ \� I ID�k ssoos�os(ne E CONNECTIONS AND IT PIPE FOR 9 OR MORE CONNECTIONS. PROVIDE BOOT ' �',�- _~- •`\ `� I ' , gO.T �n , _ _ OF 5UFFIGIENT SIZE TO RECEIVE ROOF DOWNSPOUTS. ALL UNDERGROUND ;- DOWNSPOUT DRAINS SHALL BE CONNECTED TO THE PROPOSED STORMDRAIN -- SYSTEM. -GRATED- FLUME ✓ __ L _ _ _.� 31. THE FINISHED GROUND ELEVATION AT THE BUILDING PERIMETER SHALL BE / ` S5F r ;; l I j" FLUME \ ( C' ) A MINIMUM OF 6 INCHES BELOW THE BUILDING FINISH FLOOR ELEVATION ; crrE r{. EXCEPT AT ENTRANCES AND ENTRANCE TRANSITIONS. / - - GfONSTRUGTION STAGING �/ M ALL ENTRANCES SHALL BE AT A FINISH FLOOR ELEVATION OR AS DETAILED a cr_-- :-=" AREA \.= ___ ON ARCHITECTURAL PLANS. - ;' /`, ✓ t wo r' --- -;_ --" +- OF NEW.51TE WORK - �/ i- -- ------- LIMIT _ - = --- -- - _ C�OddC�C�C� NEW WATER 4 SEVER TAPS, COORDINATE WITH I 1- ,- j =t'; _ - , ___- `•\ - ; ,J _ _ r -v r- - 1 - _� pL1 ru' 00 CITY OF WILMINGTON 1 t Y t ' - L`- _ _ - - _ �_ 9s PHASE ONE REPAIR 5TREET AS A~ - t=� "=i. GLEAN OUT k� b. l_ i �• I - I --D---- -- ✓ .-._. �.%' , -�`� `'• _.•.- TOP GRATE 28.60 // - REQUIR87 ----- ---T -- - ` 1 T r ri �� } N TEMP. GRAVEL \ 1 - , , i r, -I A cN F ENTRANCESTRIIGTION IOLx 5' RIP RAP _ __ -D 30.1 J�f - 4 - - Z `\ rn .. � -'.,_:- � �✓--=_, :y.. F�UhE = � p F1B.D ' rn EXIST'N6 24' j _ - -- - _ / 4 _ = 30.0 -Ef05TIN6 Fi•1 DEPTH TO v/ 50.0 _ - j - _- l }' - i _ -- '� DETERMINE CONFLICT EXIx 5T5 !' ' °1 r 2T.10 = - 3069 EXI5TIN6 DRIVE TO I I ' r c Me gAPA �- BSE LOSW.I DRIVE FOR -"' _ g0.69' "Mt�`i - TEMPORARY CONSTRUCTION I I ' / I FF STRUCt10N r� `~ - WORKPORpuCt 10 �c_� = _ - - __ - ENTRAW LIGHT CO�i51u�G guIWMG) k r, a.-� ♦ . - Id GATE ► _ - _ - --- AT END OF PRO.PCT INSTALL -_ NEW CURB 4 GUTTER TO MATCH EXISTING. PROTEt.T EXIST. EXISTING 8" I� '1 ��-;D__Y - - a. •; _ a '/ _ O J J YF S` ! ~ % RETAINI`. _ _ N6 J -- WALL 1 -- _ SANITARY 5EEWER te.,ca f z, - �_! _s FROM DAMAGE FIELD VERIFY - _: t� p _5�3� Fd EBAY A A C H I I E C T U R E t� LOCATION I ' II - GtW x J g66I656"T!`� F.E.S. WITH 10'x15' RIP RAP ' WNl tpryoTl� \ r \ j i / ENERGY DISSIPATOR \ I NE1 Sc cow - r - ' �\ _ 9 II a- - Aa02� Nye, r'f INV.=22.0 _ G 8 � -30A 0 i : ' / (SEE DETAIL) �Il EXISTING 5" r'~ i WATERLINE Uw FIELD VERIFY +`\i+\ 2a ° Q�F,.L'•a':_-�_` ~l FLOOD POOL LOCATION , _ �_� +' I,acva.. _ \\\�` A� - ELEVATION = 21A NEW WATER 4 SEWER 1 H I! TREES TO BE SAVED xA .`ew,F 19 _W; • a RETENTION ' AND PROTECTED g5' S1007 s n cT; /` al /P TAPS, COORDINATE WITH I , - d 577`5+ POND I/ 50. , _y;- 5-'73 1 : ,� BOTTOM ELEV. = 160 CITY OF WILMINGTON R � ;} ��_-�- �`�• W , REPAIR STREET AS I� CH►t , i ' Y /� 75' 157.32: " - NORMAL POOL REQUIRED 3C WE • •` ,1 , 1R+ RCP 31 41 W 13 CURB INLET 7 32`, M ELEVATION = 20A (/ 1 _ ' so 5?T ... TOP GRATE=28.0 �� /• v- "tCRVM , INV.= Y / ; - 'S �}res CTIME o INTERIOR ESIGN S � ARCHITE OR D CITY OF WILMINGTON a i : II' � \s_.,.___ F.E.5. / / �RAP �1 C�PVnIC>�{YI2/1 NEW COMMERCIAL DRIVEWAY , ��(� '' 4 4 \ INV. = 26A ! ENER6YID1551PATOR L' I.W• = �.{•o 131-A 1�1TMY CUTOFF ROAD, YVh'*-04 % NC 284M EXIST. 420'3SW ..'4�:5T- -_`t12�_� 4.14 FPS. Phone 9102W 700 FAX 9102M M 1 INV. = 255 H INV. = 25.0 NEW STORMDRAIN - � =`" TOP TO GRADE MANHOLE {i --_--_- LIMIT OF NEW SITE WDRK EL GE1�ID INV. = EXISTING 24' - DATE PRINT ; PIPE INVERT FIELD VERIFY INVERT / -- EXISTING CONTOUR WORKFORCE BEFORE BEGINNING ANY STORMDRAIN E C E ` V E D 1111 1 19` 6 TRAINING WORK AND REPORT / �®-- PROP05ED CONTOUR TO ENGINEER O 30.o PROPOSED SPOT ELEVATION D E M PROJ # - CENTER PROP05ED PAVEMENT 950,34 t ANDRE & KU E SITE PLAN ' e A' NOTE: THIS PROGT IS NOT LOCATED WITHIN THE 100 YEAR PROPOSED CONCRETE �� INC 1 1 L A \ ROOD PLAIN" TRACT 15 IN ZONE G OF FLOOD IN5URANGE •, _E ' .wA�SN M N. SCALE 1" 30" MAP GOH4N1TY PANEL NO. 3901"11 0056. AREA OF T5F 4u haFd• r- - SILT FENCE t tilt ` MINIMAL FLOODING,.DATED NOV. 4, 1981. \ ------ D ROOF DRAINS GHAINLINK FENCE sef crr = SEAL °"' ELW JPN SITE PLAN 1 (9 11966 C/) GRA55ED 5WALE 5J03 9CoUIZO ACTIVE ` LL1P '\ 5/24/96 > /,rrrinnl{�� cO CaPY►w=5 am"mdael* ,PA 1 2 3 4 5 6 7 8 9 10 12 Revisions: SITE WORK NOTES: 1. THE CONTRACTOR SHALL VISIT THE SITE TO VERIFY AND BECOME FAMILIARIZED WITH FIELD CONSTRUCTION CONDITIONS. 2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS v A TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS. 3. LNG AND GRUBBING: REMOVE ALL TREES, EXCEPT TREES TO 8E SAVED, (SEE M� 8RUNSWK LANDSCAPE PLAN) STUMPS. ROOTS, SHRUBBERY, ASPHALT, CONCRETE, STRUCTURS, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN LIMITS OF CONSTRUCTION. BURIED UTILITIES WHICH DO NOT CONFLICT W/ CONSTRUCTION MAY BE CAPPED AND ABANDONED IN PLACE. 4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL e" SITETa WOOD. LEAVES, AND ANY OTHER UNSUITABLE MATERIAL. a� _ rEHPGR4%�y BEnirri WMN .,`' {'Ir.E ��+ISHt-:G F: D•7R 'VAr'A .f �^"CAE7E0 JT SPZhe C 5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING �' AL, BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE �y TAI'7 `LEVATZ- ELEVATIONS WITH A CLEAN SELECT-FILL COMPACTED AS SPECIFIED. PIP FIRE ODAAtrr�N � � CH 1flowER PULE 5oi 6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL SE I snNH �ANZTApy SFkEA N, t5S REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL IE ,T.1Ax er�A,N NANNc+maL INVENT I pm APPLICABLE LOCAL AND STATE CODES. ( PFINn OP ELEvnFVATIGN Pu_,Nc Z:aN 7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL IF LOCATION MAP REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED i r WITH BORROW OPERATIONS 8. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO B CONSTRUCT HIS WORK. J i 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EXISTING UTILITIES THAT REMAIN DURING CONSTRUCTION. 10. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY MCKIM & CREED AND PROVIDED BY OWNER. 11. THE CONTRACTOR SHALL VERIFY DIMENSIONS A7 JOBSITE. 12. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION 1 if { f 1 OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE i i , tq AGENCIES AND AUTHORITIES. i ! 1 f ` 7� 13. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO EXIST. NCDOT STANDARDS. F.H. ; f � / CONNECT NEW DRIVE To ( J Ex NO CHNNUNK F'EN�E \ EXISTING STREET AT EXISTING FxlsT. 14. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND DcmnNG CONCR WALK GRADE FOR SMOOTH TRANSITION -\ STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL � � � '''� REQUIREMENTS. 15. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. 16. SEE GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS. r � , j j •' ` f � � 1 }• EXIST. PROTECT EXIST. �! HA�IOVER STR ET 1• ! J ,, ! I F.H. FROM DAMAKALL GE C 17. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS _ RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK - - -- CONDITION. SEE SPECS FOR UNDERCUT ALLOWANCE. \ f 18. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR i IIIt• _ I RAM NECK. INSTALL PER MANUFACTURER'S REQUIREMENTS. --- --- `c. - _ .'-t�_-'�.;='-cry'=>- _ _ - _ N - �_"-i- T`ti.�` . _ 4• __ - „ --__ _-- - _19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A CHLORINATED RUBBER AlJ(YD, FS 1T-P-115, TYPE III, - _ - - �•�^--l^--'�' _ - - _ t.:_.. .- _ - -- ,-�, FACTORY MIXED, QUICK DRYING, NON -BLEEDING. -- - - - 20. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 2 HORIZONTAL r, ---- - M , v I i \ ' ' 1 \`. `_��--�-._-,.... - � ,•i '' 21. ALL DISTURBED AREAS SHALL BE GRASSED WITHIN 30 DAYS OF ; ) " i f ✓ 1- -_ ��=-_�,-�..� __ - -- - , , � _�. - --- -- + I; i + I ' + i` '� DISTURBANCE. 22. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE PROJECT IS COMPLETED. \' \ STAIRS \ ALTERNATE lk5k s r_ a1 v - 23. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE w { SEE 5I1EET 05.1 - _-- \ SHOWN ON THIS PLAN ARE NOT EFFECTIVE. \ ; 24. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR ___ F \ \ AS SOON THEREAFTER AS POSSIBLE. __ _ _ \ _ -< I, 25. CONSTRUCT THE CURB INLETS WITH PROTECTION TO ACT AS A SILT BASININ, -- -- s - V ,Jv 9 DURING CONSTRUCTION. ' --_ - 26. MAINTAIN ALL MEASURES UNTIL THE PROJECT IS COMPLETE. REMOVE 7 r i / ` ` `. { EXI5TIN& SITUDEk1T PARKINS AREA ACCUMULATED SILT AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY. `• 33 J1 I � TO REMAIN ,IN USE AT ALL TIMES \ ' \ ' ONCRETE FLUME CONCRETE FLUME �5 30.8 27. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL � (i - �, ,.` , ! I _ __ ---- �5 - _ - PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE- HHC, OUT. o -- --- -- 28. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF NEW - ' p ---- - WASTE AND WATER LINES. NOTEL-PHASE U IMPERVIO05 SURFAGE5 HAVE SEEN 3035 w ACCOUNTED FOR IN CALCULATIONS AND PERMIT IN 29. SEE PLUMBING SHEETS FOR LOCATION AND INVERTS OF CONDENSATE ----- 0 �I ■m - WASTE AND WATER LINES. __ GONJJNCTION WITH PHASE L , J 30. SEE PLUMBING SHEETS FOR LOCATION AND INVERTS OF CONDENSATE _r - ? _ -- r , CONCRETE FLAME _ ? t- DRAIN _S. THE GENERAL CONTRACTOR IS R P N I - s ESOSB T N T -LE 0 CO NEC THE ,SE �\ 1 SILT F 28b0 2q.A LINES TO THE UNDERGROUND DOWNSPOUT DRAINS AT THE REQUIRED DEPTH � I ` __ --<-' � � \ �• 1 �-_ • --_-__ _ --__ i TO DRAIN. ALL UNDERGROUND DOWNSPOUT DRAINS SHALL HAVE A MINIMUM j _ --- t v 29.9 O i. SLOPE OF 1% AND BE SCH 40 PVC PIPE SIZED AS FOLLOWS: USE 6" PIPE __ -- # FOR UP TO 4 DOWNSPOUT CONNECTIONS, 8" PIPE FOR S TO 8 DOWNSPOUT ` _ - E CONNECTIONS AND 10• PIPE FOR 9 OR MORE CONNECTIONS. PROVIDE BOOT _ \ i ram-- { ' 1 ; , _ + z 8�0p1�B�� OF SUFFICIENT SIZE TO RECEIVE ROOF DOWNSPOUTS. ALL UNDERGROUND - "` __ / ' �� 30,T ------ DOWNSPOUT ID�F fa8OOs1OSO1B DRAINS SHALL BE CONNECTED TO THE PROPOSED STORMDRAIN - _ , q 29.10 3pg E SYSTEM. ti 29 ' \ -T51` _ I D D 31. THE FINISHED GROUND ELEVATION AT THE BUILDING PERIMETER SHALL BE / \ . 1 , \ ED _ ------- FLUME - Q p Q A MINIMUM OF 6 INCHES BELOW THE BUILDING FINISH FLOOR ELEVATION - EXCEPT AT ENTRANCES AND ENTRANCE TRANSITIONS. -� TRUGTION STAGING 7 ALL ENTRANCES SHALL BE AT A FINISH FLOOR ELEVATION OR AS DETAILED 11� r_ ;""' , ON ARCHITECTURAL PLANS r -- - � �_ _ _ AREA _-------- _ -- _ -- - I �n�n� I11 �e�A� II V ILI�VI U o, LIMIT OF NEW SITE WORK r1Ew WATER 4 SENER - -- - ,.--- _----` -- - _� ;- ___- TAPS, COORDINATE WITH I - -` - _-` b, _ -----' - _ -- - -------- CITY OF WILMIN6TON _ _---- " _ _ _--- REPAIR STREET AS --fi j _ _ t- - GLEAN OUT - 1 6' _ i' `- - l CURB INLET `= c �j - -'`- PHASE E _ fi - r - REQUIRED I I ^.r 4 S ---- --�T -- --D----r- 1 - _ _ " _ - _- _ - 1�, 1 � _-- ��,., �- TOP GRATE�28.80 --_ - - - _- INV.-24.0 ` w- LJEw 1 T 'fig _ _ _. -- l(J ly ` '1197Mt*-rE ROOFflRIu =' --"t;� \ , ! �q TEMP. GRAVEL, GATGFJ- \ S�+L�d£a l 30.1 _ - - __ 30. `x�`• '_ ` GONSTRUGTION 1 a IN .._INVStT TA llll= RIP ----_- -_ _ eC15T11�=_ GT) - F ENTRANCE I 1 - f#ER6Y D _ J71.�-- -- - " - o IOSc15'RIP RAP - -- - z = FiUIE ENEW01551PAT0$- "r- 1?'RGP f! 4-EXI5TIN6 24' - - __- _F1Ei9 TO 2TIO - DETHil9NE IF GOIFLIGT ---- - k--' - _ --- EXIS - - �- 30.0 DEPTHTO t u =- ftl�t�E= T5 EXISTING DRIVE TO I I S - .sien Ff quMCW� � '; -� ' _ - BE CLOSED. -� 9. w,•1pi EX_`` CFNrtR ( r`- x x• --" �''- x --- t1/5E EXISTING DRIVE FOR , - = 30• NLN ` - + o� - sue- _ Ff 6 CE TRAI G ) , - .ram-= CFWN LI _ - 'c--- _- - - - a,.• w. TEMPORARY GONSTRUGTION I ' / r i\ IGHT CONUpM�) __ ?\{ ~ WORKfO N CStRUCnoM /, - - - - - _ - HFftAr IO.p- - 1�6ATE1 ' _�`x�� - _ a. -------- ENTRANCE) - AT END OF PRO.ECT INSTALL I L 1E0 - - - - NEW CURB d GUTTER TO I , (RENovA pclsr \ 10' MATCH EXISTING. EXISTING 6" - V' -B-O� 1 - - - ___- - - - -- PROTECT EXIST. - - - RETAINL_ N6 WALL I SANITARY 51B^!ER _ --" _ - - - ' /( ' - - _ - r., - - - FROM GAM- - - AGE F IF _ r FIELD VERIFY _ _ , _ - _ F�REBAY LOCATION _ _ - LOG ON I _ _ - J _ - - e _ QQ N f' • � --- - - - " cyva�� _ _� �-- - 5�^N�� F.E.S. WITH 10'x1S' RIP RAP VOL)- ApRpl�\ � =l:.p,p,;_-_ - r� _ x - _ -- - � � %'g66"7•b J \ s w�NRI SCREEN _ _- / _-.` _ 0 _ % ENERGY DISSIPATOR G EXISTING 5' ' 1" % ------__ = 30.0 �/ti i _ - o _ s6 � (SEE DETAIL) WATERLINE I / __ -- FIELD VERIFY ' 1 _ --- r i - �- - lllK tQ§1 =' FELEVAD POOL TION LOCATION I ' j = 21A NEW WATER ! SE ER I MEnP.r - TAPS, COORDINATE WITH I AND TPROTWTED *m m<r Sp.95' _ Sj35100!'N .J \ - ' RETENTION CITY OF WILMIN6TON I Fp1C£ « „ _ S7z `J'� F1EV. = 16.0 _ POND RREE UIRESTREET AS I ' ` . I 1 ;1 Y - t3 35' -`- 15'42'l6,W _ - NORMAL POOL / ■ ! 18" RCP - - 5773�.41 W TOP GRATTEE-28.0 7.32 ELEVATION = 20.0 'timcm INV.- CITY OF WILMIN6TON ;: - ;. �; , _ c w . 3 --- - F.ES. // j1 vent f�C�v! C��, - ARGFiITECTURE WTERIOR DE3KaN NEW COMMERCIAL DRIVEWAY i '\ s= _ INV. _ 26.0 / IO'xIO RIP RAP 14"E ENERGY D'rISSIPATOR S14'4.A EXIST. � 7420'3SW �4T5i - -�`� 4.14 F.E.S. 1K?<I-A I�JTARY CIIrOFf ROAD, Miirlirlptor� NO 28A00 --�� INV. = 255 Phorw =25 ArM FAXs 910.2Sa.1M H NEW STORMORAJN `;I _-- TOPMANHOLE LIMIT OF NEW SITE WORK LEGENp DATE PRI1dTEU TOP TO GRADE -----_ INV. = EXISTING 24• - PIPE INVERT FIELD VERIFY INVERT / BEFORE BEGINNING _--- __,, ._- EXISTING GONTOUF: E E JULE f V E D JUL � �yy6 ANY 5'dORMDRAIN WORKFORCE TO ,REPORTND / -- PROP05EDCONTOUR 031996 TRAINING O 80.0 PROPOSED SPOT ELEVATION PROJ #_ CENTER PROPOSED PAVEMENT 95034 SITE PLAN NOTE: THIS PROJECT 15 NOT LOCATED WITHIN THE 100 YEAR PROPo5ED CONCRETE ANDRE & K E CONSULII ANC FLOOD PLAIN. TRACT IS IN ZONE G OF FLOOD INSURANCE wa",NcTI N, p nq.a• SCALE 1» = 30* MINIMAL F pDIN6,DATEOD.NOV,4 10�. AREA OF T� SILT FENCE J -- D --- ROOF DRAINS 4 _ cP Ess1 CHAINLINK FENCE S E A L ELW Cho*" J P N GRASSED SWALE 11966 SITE PLAN . a- 5 /2 4/9 6 cv �/CLIP O tea+=5 S1-w .Arditck .,PA - --- .- - - - �.. �► I 1 2 g 4 5 6 8 9 10 v 12 Revisions: WIRE SCREEN CONC. BLOCK CURB INLET NOTE 3.0' CLASS A CONC. A SEEDING MIXTURE i. BASIN, FRAME AND GRATE MAY �R SPECIES' PATE OD/aael VARY IN NONESSENTIAL DIMENSIONS. ASPHALT PENSACOLA BAHIAGRASS SO YR. b COMOON BERMUDAGRASS 11LESPEDEZA 0 MM 2' X 3' PRECAST CONC. BASIN ; 4 I GERMAN MILLET 10 W/ KNOCKOUT PANELS .. - ...' lb '• . GRAVEL FILTER TALL FESCUE 50 ALL 4 SIDES `� 1�8"R.'. ..... A WIRE SCREEN CONIC. BLOCK SEEDING NOTES GRAVEL FILTER 1. WHERE A NEAT APPEARANCE O DESIRED, OMIT SITES CURB S E C T I O N 2 USE COMMON BERUDAGRASS ONLY ON ISOLATED SITES WHERE R CANNOT BE— COME A PEST, BERMUDAGRASS NAY BE REPLACED WITH 5 lb/acre CENTIPEDEGRASS. NITS SCREEN FILTERED WATER �4 STEEL REBAR GALV. OR ASPHALT COATED) PLAN FILTERED WATER OVERFLOW SEEDING DATES 14 STIn R AT 6'� O.C. EACH WAY T C PLAN OVERFLOW RUNOFF WATER APRIL 1 - Iulr 15 RUNOFF WATER mm w/SEDIMENT IN TOP OF BASIN w/SEDIMENT-� mm SOIL AMENDMENTS ` APPLY LINE AND FERTAJZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 lb/acre B SEDIMENT DROP INLET w/GRATE SEDIMENT 4 GROUND AGRICULTURE LIMESTONE AND 500 lb/acre 10-10-10 FERTILIZER. ATTACH SCREEN TOP WIRE SCREEN CURB INLET Gay LAGg WEDGE , , �, .C,ux'k`5* '4','Slk ELEV. 21 00' 2x4 WD STUD MULCH ANCHORS x1,xx�X x tx x71Kr TYPE 1-2 (NCDOT) I SPECIFIC APPLICATION APPLY 4,000 lb/acre GRAIN STRAWOR EQUIVALENT COVER OF ANOTHER SUITABLE I { `r 1/2' OPNG. GALV. OR x K Er ABC STONE (NCDOT) SPECIFIC APPLICATION MULCH• ANCIiOR BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMPING ALUMINUM EXPANDED WITH SE A MULCH ANCHORING TOOL A DISK Wfhi BLADES SET NEARLY STRAIGHT CAN BE 1S DAl OUTLET I � METAL. SCREEN �rx .,��Y�� THIS METHOD OF INLET PROTECTION IS THIS METHOD OF INLET PROTECTION IS USED AS A MULCH ANCHORING TOOL x APPLICABLE WHERE HEAVY FLOWS ARE APPLICABLE AT CURB INLETS WHERE AN Z x�< EXPECTED AND WHERE AN OVERFLOW OVERFLOW CAPABILITY IS NECESSARY TO EXCESSIVE POND NG ROUNDCAPACITY IS NECESSARY TO PSTRUCTURE MAINTENANCE ^x aK x`, REVENT PREVENT EXCESSIVE PONDING IN FRONT 3/4 I.D. INLET PIPE INLET ELEV. 20.00' OF STRUCTURE I GROUT IN PLACE X` �( r,'„ (`" ') REFERTRIZE THE FOLLOWING APRIL WITH 50 lb/acre NITROGEN. REPEAT AS GROWTH DOT. ELEV. 19. 10' IW. ELEV. 20.00' f, r.Scx`i�c'�{ .* `•t, DOT. ELEV. 19.00' I I—III—I 1I- E R O S I O N CONTROL AROUND INLETS REQUIRES. MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERK:EA AND NOW AS OFTEN AS NEEDED. TEMPORARY GRASSING DETAIL ONLY nnnnnnnnnnnnn NITS SEE SPECS FOR FINISH SEEDING COMPACTED SUBGRADE OR Ir samr- CRUSHED STONE NOTE: PAVEMENT SECTION MAY VARY SECTION DEPENDING UPON FIELD CONDITIONS. C ELEVATION CONTRACTOR SHALL COORDINATE w/OWNER k GEOTECHNICAL "°�S DETENTION POND OUTLET STRUCTURE ENGINEER TO DETERMINE 1. SIDEWALK THICKNESS SHALL BE 4' UNLESS NOTED OTHERWISE. ACTUAL PAVEMENT SECTION. 2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH. NTS 3. THICKEN SIDEWALK TO 6'6' AT AST 3' WERE DRIVEWAYS. PAVEMENT SECTION 4. THICKEN SIDEWALK TO IN LAST 3' ERE ITABUTS PAVEMENT WITH NO CURB. O�pP 5. 1/2" EXPANSION JOINT (E.J.) REQUIRED AT 50' MAX. AT SIDEWALK NTS JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PLAN. G 6. PROVIDE A LAYER OF 15# BLDG. FELT BETWEEN WALK AND ADJACENT QJOJ PARALU NCDOTNG CURB OR STRUCTURE. EROSION CONTROL �, 7. REINFORCE w/6x6-10/10 W.W.M. STONE TYPE CONTROL taN, x o m m 1/6'R TOOLED JOINT 00 CURB I 50' MAX. SPACING 0 3 A A Y COARSE AGGREGATE � I ° m z r ° FRAME AND GRATE Y • ° DEWEY BROS. MODEL CH -BN-2001 • �: '4 :• '. OR EQUAL 1/2' EXPANSION TEMPORARY GRAVELLED JOINT MATERIAL GROUT EXPANSION JOINT (E.J.) CONSTRUCTION ENTRANCE 15' NTS �� 1/4 x1' DEEP w/AN 1/6'R TOOLED JOINT CONCRETE 777 BRICK BLDG.-STRUCTURE I F I E PLAN < SECTION A - A FILTER FABRIC DCC# 801-8 r 1 ID# 68008108018 I SIDEWALK JOINT DETAILS CONTRACTION JOINT (C.J.) ENERGY DISSIPATOR C�apC o G I�QG3 I � NTS NITS rn �V] �OL7L7�� NCDOT CLASS B #4 ® 12" EACH WAY COCN. FTG. VEGETATED SHELF EROSION CONTROL PHASE ONE 6:1 SLOPE STONE TOP OF BANK TYPICAL CURB INLET 30.00' -I 11 I I I=� 3 24" CURB AND GUTTER NTS F -11 M1 I I - = 1 11 II III 1 1�11 -7 • CV —I I ( ° • FLOOD POOL 21.00' —=� • • I I_R _ JT • S CUT OR TOOLED —1 I wo 0 0 0 0 0 0 0 0 o 0 0" 0 0 0 0 0 0 0 0 22,0' _ '' JOINT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° OOOOOOO ° NORMAL POOL 2000 -1 I I=PEP-9iq—°ri I-°iqT°-PI =qiP=°I-19-°TPr°-1ST°-Fri=9iq=l I I— 1 1=1 11=1 11=1 11=1 I I-III I i 1=1 11=1 11=1 11=1 11=1 11=1 11=1 = - � 'I I�, 3 Oil of -III—III—I 11=1 11=1 11=1 I III—III—I 11=1 11=1 11=1 11=1 t 1= �- _11— _J1 19_11_— � y � 3" MIN. COMPACTED STONE BOTTOM 16.00' 1— II 1=Till "LI~TIT 6 III —I INV,=22,0' INLET PIPE 4r'` MAX. SLOPE ALL 'SURFACES 1 IN 12" -III-111;�11�11� ,111_=� FOREBAY - CONCRETE FLUME- NTS p � C �IB � � C � � � [� � /� C. P i POND SECTION A A EXPOSED CON AGGREGATE ON RAMP G NITS EXPANSION PRIVATE' DRIVE_ JOINT TYP. VARIES 10 MAX. ( ) AS DIR. BY ENG. r, SIDEWALK OR ; STEEL OR WOOD POST SIDEWALK AREA SIDEWALK SECTION s � WIRE FABRIC e \ MIN. 12-1/2 . BROOM FINISH PERPENDICULAR GA .0FILTER FABRIC INTERMEDIATE WIRES ' TO' PEDESTRIAN FLOW DIRECTION -� M EXPANSION JOINT 1/2- PLAN PLAZA DRIVEWAY APRON PLAZA ARCHITECTURE ° INTERIOR DE31( 1'-6' x 1'-Or x .060 STD. ALUM. 4" SIDEWALK HANDICAPPED PARKING SIGN 3000 PSI TO READ 'RESERVED PARKING o ANCHOR FABRIC SKIRT \ 6" WITH SYMBOL. a AS DIRECTED BY ENGINEER CONCRETE CUT OR TOOLED + -A �'��Y �tda1 NO 284C RESERVED BOLT TO WD. POST W/ 3/6' CADMIUM 1= F) $ JOINTS �I 1 4 1/rR Phone' =2582700 FAX M25Qfl21 PARKING PLATED NUTS, BOLTS W' ' 3 � EXPANSION JOINT 1/1' CURD RETURN OVAN AC ESSIBIJ'UM. SIGN a ��t ' / /CURD ? • ,a ; ° H TO READ °. ® BOLT TO WD. POST WITH 3/6' CADMIUM L= Zv.. III- I I= I IJ I I=� (I- _:: �:;... .. 1t 8 .e MIN RESIDENTIAL PLATED NUTS, BOLTS WASHERS 1& 14.0m1 MIN. OTHER � •� o NOTES: PAV MGNT 9' x 1'-0" x .DSO STD ALUM. SIGN o 1. FENCE FABRIC SHALL BE A MIN. OF 3Y IN WIDTH AND EXPANSION JOINT V7• A EXPANSION JOINT va 6x6-10/10 W.W.M. COMPACTED p WORKFORCE TO READ 'MAXIMUM PENALTY $100, rw 1r �j GS 20-37.1 . BOLT TO WD. POST SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12' STAY PLAN SUBGRADE -I - cALQes WITH 3/6' CANDIUM PLATED SPACING. LEGEND AND BORDER B - GREEN NUTS, BOLTS & WASHERS. H PLAZA 4" TRAINING WARE SYMBOL ON BLUE BACKGROUND FINISHED 2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF FINISH PLAZA GRADE RACKGRO1' e• 3�0 4" 1/4 PER T O" a O" S E C T I O N uND - wNrrE TREATED WOOD 4'x4 POST. GRADE 36" IN WIDTH. FABRIC SHALL BE FASTENED L ,,` s i .F.. ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE CONCRETE SIDEWALK CONTROL JOINT CENTER --- -- ENGINEER. exPANaION JOINT *'�"�� * ' 3. STEEL POST SHALL BE 5'—O" IN HEIGHT AND BE OF THE SECTION A-A NITS MAXIMUM ==AC Iw111_ I- SELF-FASTENER STEEL ANGLE TYPE 950 ,34 PENALTY #100 Vwv"I '"'°"I -I I—i I III=III- 4. WOOD POST SHALL BE A MIN, OF 6' IN HEIGHT AND 3' vARIAeLe TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED ��E K III—I I I I=1�I—I�I TO WOODEN POST WITH NOT LESS THAN /9 WIRE STAOLE III—I I III—I 1= , 1/2' LONG WXMNG K N.C. INC LEGENaACKG AND BORDER - GREEN LEGEND AND BORDER - GREEN =I I I—I I I I=I I I ee SECT11lOEN D-!! a,, �e]euC nph�I• w�• J BACKcaouND WHITE B,GxcRa,lo - WHDE =I I I=I I I=I=I I I � (}• RQ� ,1�r TEMPORARY SILT FENCE STANDARD DRIVEWAY DETAIL '=:NTYPICAL HANDICAPPED SIGN DETAIL NTS NTS DETAIL SHEET = = I.6e� J �—' Cho*" NTS - ✓�y�•;N61N�}Q''��`.` ow DETAILS AND NOTES - — PHILLtP N.•° 7/ /96 orarlBan dll'N - - --- O Cbpyr6 811vPw Aldia."MrN,PA _ - _ _- 1 2 1 3 4 5 6 7 8 9 10 11 12 Revisions: WIRE SCREEN CONC. BLOCK CURET INLET NOTE 3'0' CLASS A CONC, SEEDING MIXTURE 1. BASIN, FRAME AND GRATE MAY , A VARY IN NONESSENTIAL DIMENSIONS. ASPHALT SPECIES RATE (ro/acre) R PENSACOLA BAHIAGRASS 50 �I SERICECOMMA LE RMUDAA 30 2' X 3' PRECAST CONC. BASIN ., ' 4 : •. •� COMMON BFRNUDAGRASS 10 0 .. . .. (� FESCUE 50 ALL 4NOCKOUT PANELS CIATALL }� 1 (g R:•. SIDES GRAVEL FILTER—•E� - WIRE SCREEN CONC. BLOCK SEEDING NOTES GRAVEL FILTER 1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA CURB SECTION 2. USE COMMON BERUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT BE— COME A PEST. BERNUDAGRASS MAY BE REPLACED WITH 5 lb/cue CENTIPEDEGRASS. NTS WIRE SCREEN FILTERED WATER OVERFLOW FILTERED WATER SEEDING DATES 14 STEEL REBAR GALV. OR ASPHALT COATED) TACKWELDED AT 6� O.C. EACH WAY LAID PLAN OVERFLOW RUNOFF WATER --_� APRIL 1 - duLY is IN TOP OF BASIN RUNOFF WATER w/SEDIMENT — w/SEDIMENT I i I- SOIL AMENDMENTS ' I I •• APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 Ib/acre B SEDIMEN GROUND AGRICULTURE LIMESTONE AND 500 Ib/acre 10-10-10 FERDUZER. TOP DROP INLET w/GRATE ATTACH SCREEN WITH SEDIMEN __ WIRE SCREEN CURB INLET GALV. LAG & WEDGE k^<' xx ,, xx x; x ELEV. 21.00 ANCHORS t ,x x 2" TYPE I-2 (NCDOT) 2x4 WD STUD MULCH . * x� APPLY 4,000 lb/acre GRAIN STRAWOR EQUIVALENT COVER OF ANOTHER SUITABLE 1�2' OPNG. GALV. OR x ,<X �4 { , KK Er ABC STONE (NCDOT) SPECIFIC APPLICATION SPECIFIC APPLICATION MULCH. ANCHOR BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMPING ALUMINUM EXPANDED WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE ..t THIS METHOD OF INLET PROTECTION IS THIS METHOD OF INLET PROTECTION IS USED AS A MULCH ANCHORING TOOL 15• UTA OUT Ef M�� SCREEN i x x� xx.XN APPLICABLE WHERE HEAVY FLOWS ARE APPLICABLE AT CURB INLETS WHERE AN EXPECTED AND WHERE AN OVERFLOW OVERFLOW CAPABILITY IS NECESSARY TO `. 3/4' I.D. INLET PIPE x x INLET ELEV. 20.00' CAPACITY IS NECESSARY TO PREVENT PREVENT EXCESSIVE PONDING IN FRONT MAINTENANCE GROUT IN PLACE ( x < x k EXCESSIVE PONDING AROUND STRUCTURE OF STRUCTURE SOT. ELEV. 1900' INV. ELEV. 20.00' xx', " x ,�x DOT. ELEV. 1900' II—_III—_III_ REQUIRE . THE E MOWED APRIL WITH 50 Ib//am NITROGEN. REPEAT AS GROWTH REQUIRES. MAY 0E MONIED ONLY ONCE A YEAR. WHERE A NEAT APPEARANCE IS EROSION CONTROL AROUND INLETS DESIRED, OMIT SERICEA AND MOW AS OFTEN AS NEEDED. TEMPORARY GRASSING DETAIL ONLY NTS SEE SPECS FOR FINISH SEEDING COMPACTED SUBGRADE OR Ii CRUSHED STONE. NOTE: PAVEMENT SECTION MAY VARY DEPENDING UPON FIELD CONDITIONS. SECTION ELEVATION CONTRACTOR SHALL COORDINATE w/OWNER & GEOTECHNICAL RMINE 1. SI DETENTION POND OUTLET STRUCTURE ACTUALEPAVEMENTR TO ESECTION. 1. SIDEWALK THICKNESS SHALL BE 4' UNLESS NOTED OTHERWISE. 2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH. NTS (III3. THICKEN SIDEWALK TO ' AT DRIVEWAYS. PAVEMENT S E C T I O N 4. THICKEN SIDEWALK TO g' IN LAST 3' WHERE IT ABUTS PAVEMENT WITH NO CURB. O 5. 1/2' EXPANSION JOIN (E.J.) REQUIRED AT 50' MAX. AT SIDEWALK TUTS �QQ JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PLAN. G 6. PROVIDE A LAYER OF 15# BLDG. FELT BETWEEN WALK AND ADJACENT NCDOT QJeJ 7. REINFORCE w/6x6-10/STRUCTURE. W.W.M. EROSION CONTROL m m STONE TYPE 'A' 1/6'R TOOLED � o JOIN LL J CURB 50' MAX. SPACING o 3 A A Y D 6' IN. w_ o N COARSE AGGREGATE •' •_ .• „ FRAME AND GRATE DEWEY BROS.z • S. MODEL CH-BN-2001 OR EQUAL 1/2' EXPANSION JOINT MATERIAL GROUT AN TEMPORARY GRAVELLED EXPANSION JOINT (E.J.) CONSTRUCTION ENTRANCE 15' TUTS 7717 • 1%:A S"R'" DEEP TOOLED JOIN _ 1 CONCRETE BRICK BLDG.-STRUCTURE PLAN < SECTION A - A FILTER FABRIC �LC' -B 4 E 1 1E * 6800810=B ENERGY DISSIPATOR n SIDEWALK JOINT DETAILS CONTRACTION JOINT (C.J.) @Qp� F9 I � TUTS �n TUTS �-�--J- C�O�.1C�M1r\n�4� @@ P-1 C�9 NCDOT CLASS B #4 ® 12" EACH WAY COCN. FTG. VEGETATED SHELF EROSION CONTROL PHASE ONE 0 6:1 SLOPE STONE TOP OF BANK TYPICAL CURB INLET III—III . •. I 30,00' 3 -I I I I I- I 24" CURB AND GUTTER TUTS . F -"� � -III FLOOD POOL 21.00' �- -I I El I I � � � , • I 1=1 I I- 22.a - I' - J� � CUT OR TOOLED —II 'o°o°o o°o°o°o o°0 0 606060606060606060606060• o°o _ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- N =PF�=9iq-°FPI-°iqT°-PI =qTP=°r19-°TPr°-19T°-PFi=��q=l I I- NORMAL POOL 2000 1=1I1=1I1=1I1=1I1=III III=1I1=1I1=1I1=1I1=1I1=1I1=1 III—I I—Ti=1 1=► 1=1 I I I—I I—I 1=1 T 1=1 1=1 I-1 I I- 1— J1 19,o 1 �=III-III-1 INV.=22,0' INLET 3" MIN. COMPACTED STONE —�I 1=III=1 _ PIPE p 4, MAX. SLOPE ALL BOTTOM 16.00' E SURFACES 1' IN 12" , 1111111, IJ �I='" II FOREBAY CONCRETE FLUME ARC HIVECTURE ° P NTS POND SECTION A A A EXPOSED CONC. EXPANSION AGGREGATE ON RAMP NTS PRIVATC DRIVE JOINT (TYP.) G VARIES 10' MAX. AS DIR. BY ENG. rT�? SIDEWALK OR STEEL OR WOOD POST SIDEWALK SECTION SIDEWALK AREA '. ... WIRE FABRIC e I c� BROOM FINISH PERPENDICULAR FILTER FABRIC ^ TO PEDESTRIAM FLOW DIRECTION MIN. 12-1/2 GA. b �� INTERMEDIATE WIRES n EXPANSION JOINT 1/24 � Lj PLAN PLAZA DRIVEWAY APRON PLAZA ARCHITECTURE O INTI=RIOR DE31G1' 4 SIDEWALK HANDICAPPED x ,'-0' x .080 STD. ALUM. 3000 PSICUT OR TOOLED HANDICAPPED PARKING SIGN �' ANCHOR FABRIC SKIRT � CONCRETE a� � �' hA MMavY CU�O�I Read, VVIFTIt1QtOE1, NC 284 TO READ *RESERVED PARKING' AS DIRECTED BY ENGINEER 1 4 1 2"R Phorwp =2WZ700 FAX 9102WJM RESERVED WITH IDENTIFICATION SYMBOL o 5 c _ JOINS / - SOLT TO WD. POST W/ 3/19' CADMIUM I n g `� /CURD RETURN �, PARKING PLATED NUTS. BOLTS & WASHERS. a ey EXPANSION JOINT 1M' 'A H Sr X ,'-o' x .080 STD ALUM. SIGN 'III�� /CURD F .• - — — — • I . . TO READ 'VAN ACCESSIBLE'. 0 a aussaa auaa ® BOLT TO WD. POST WITH 3/8' CADMIUM o Nt a MOL estoeNriAL �V III=1 I I= I I—� =III_ . 1 PLATED NUTS, BOLTS NY WASHERS o NOTES: NY 14.01N MIN. OTHER PAV MENT �• WORKFORCE eXPANlI[ON JOINT V1' EXPANSION JOINT I/1 • ..0 9• x 1'-Or x .OBO STD ALUM. SIGN o .e 6x6-,0/10 W.W.M. COMPACTED a� TO READ "MAXIMUM PENALTY $100. 1. FENCE FABRIC SHALL BE A MIN. OF 32' IN WIDTH AND PUN I� Ir GS 20-37.6•. BOLT TO WD. POST SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12* STAY I I—III—III= I' SUBGRADE SALD85 WITH 3/6' CADDIUM PLATED SPACING. VARIABLE LEGEND AND BORDER - GREEN NUTS, BOLTS & WASHERS. FINISH PLAZA GRADE TRAINING WHITE SrML10L ON BLUE BACKGROUND FINISHED 2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF -NI• 3-o" a-2, 1/4 PER r o" s.-O• S E C T I O N BACKGROUND - WHrFE TREATED WOOD 4'x4' POST. GRADE 36" IN WIDTH. FABRIC SHALL BE FASTENED ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE i`. CONCRETE SIDEWALK CONTROL JOINT CENTER — ENGINEER. °� EXPANDION JOINT NTS I-IA�eDh I-vx'n� 3. STEEL POST SHALL BE 5'-O' IN HEIGHTAND BE OF THE SECTION A-A MAXIMUM VAN I I=—III I— SELF-FASTENER STEEL ANGLE TYPE 95034 I2�a 16 PENALTY ACCESSIBLE-II _ _ _ 4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3' vARueLe 10O —III—III III-I I(— I TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED K I I I—III-I I I I-III-I I I TO WOODEN POST WITH NOT LESS THAN /9 WIRE STAOLE Nr� r•, _. I I I—III I I—III— I I I/Y LONG - n 6. CONORe - WRJelgTDAI N.G LEGEND AND BORDER - GPM LEGEND AND BORDER - GREEN —I I la I I I-I I I '+I••• BACKGROUND - WXBE BACKGROIRO - WI BeCTION D-D pepUagl O``t�i C Rp�''•. III� II-I-III TEMPORARY SILT FENCE STANDARD DRIVEWAY DETAIL TYPICAL HANDICAPPED SIGN DETAIL NTS NTS \ = 11 66 Clad" J DETAILS AND NOTES NTSDETAIL SHEET s�.= TUTS �-,,� DaW Draft sm 7 1 96 1 2 1 3 4 5 6 7 8 9 10 11 12 Revisions: SITE WORK NOTES: 1. THE CONTRACTOR SHALL VISIT THE SITE TO VERIFY AND BECOME FAMILIARIZED WITH FIELD CONSTRUCTION CONDITIONS. 2. CONTRACTOR SHALL COORDINATE WORK WITHIN NC00T AND LOCAL RIGHT OF ro WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS z m o z A TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS. BRUNSWICK 3. CLEARING AND GRUBBING: REMOVE ALL TREES, EXCEPT TREES TO BE SAVED, (SEE LANDSCAPE PLAN) STUMPS, ROOTS, SHRUBBERY, ASPHALT, CONCRETE, STRUCTURE, A rGRAC4 BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN LIMITS OF CONSTRUCTION. BURIED UTILITES WHICH DO NOT CONFLICT W/ CONSTRUCTION MAY BE CAPPED AND ABANDONED IN PLACE. SITE P 4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL, t'= T=;r�pgPr=A,r_ri �'�R!(WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERW. °?i. v uixe -H HAIk .- _5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING 'w Lr"ltli +ETFC ' j^� BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SU13GRADE .op +IFLL ELEVATIONS WITH A CLEAN SELECT-FILL COMPACTED AS SPECIFIED. C, FIR= 'L•�'`"T«'h > Ur ClCHES 6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL BE P!t 'AN:raav `wG. PRIN ESS REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL r? E;M,osA.a; Mti�♦,;d£^""-e APPLICABLE LOCAL AND STATE CODES. ( wir "op LpfL=`'U`.tTYr,=1 7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL IF LOCATION MAP REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED WITH BORROW OPERATIONS. \ 8. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO ( J B CONSTRUCT HIS WORK. 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF l f EXISTING UTILITIES THAT REMAIN DURING CONSTRUCTION. 10. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY - MCKIM & CREED AND PROVIDED BY OWNER. % t w 1" vi it 11. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE. tt J i 11 12. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE AGENCIES AND AUTHORITIES. 13. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO. EXIST. f ff CONNECT NEW DRIVE TO NCDOT STANDARDS. F.H. \ N T/ EXISTI G STREET A EXISTING ` it f �r EXISTING CHgNLINKE EXIST. x, GRADE FOR SMOOTH TRANSITION 14. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND EXITING cawcR w„Lx ` \ \ � \ � '' F�• STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL REQUIREMENTS. 15. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. PROTECT EXIST. 16. SEE GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS. { i } ` EXIST. RETAINING WALL ( HA�IOVER Ti ! ! { F.H. C _.... ____ . . _-._ _- FROM DAMAGE 17. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS ` RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK 1 CONDITION. SEE SPECS FOR UNDERCUT ALLOWANCE. / \\ \ 5 \` I ; `, \ \, `; mm rm a iJ• r� r� r� r� r� r� r� r� r� r� r� ® r� r� r� r� r� rm �_�-nor �. 18. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR • \�� } i -- "RAM NECK. INSTALL PER MANUFACTURER'S REQUIREMENTS. i` \ \ - 7 -`T - -, ..: 3d /. _ 45'' �'�'--'-- Y-- ___'�'�._--� _`�,g-''b'.-.`l, ."'a^�� v_-'•:-'vim^�.- • k+•:�� -��---�_.^:.r..�°��,- -'� ._-...,,w,,a'x.-�.•- i---...�-_ r.--•.i �2'_..�^.r'--,��-•�.�- --_ ': t 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT i = �< � -- -*--- --_ �. �- ---_ _ _-_- --� .... •+- _::.. _- _-----_�,L;�_ SHALL BE A CHLORINATED RUBBER ALKYD FS TT-P-11 P II - - -5, TYPE I FACTORY MIXED, QUICK DRYING, NON-BLEEDING. ~`- -' , , _ -/ • ` '`., 20. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO �• y = - - - / - -' � I 2 HORIZONTAL. i ,vim"', i „�`-��•�_ / , , - n _ _ _ ..t 1 ,! �., 1 1 21. ALL DISTURBED AREAS SHALL 8E GRASSED WITHIN 30 DAYS OF ; i I ' { -�-_ '- ,, . '-- � ---y✓�--'''�.^.�-� - µ � �} (' , , I ,, DISTURBANCE. -------.-,. 22. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE I, !�� <` STAIRS :c' PROJECT IS COMPLETED. \ t` �ry -�. I- h - - ' LiJ `� ,_f� % `, ` \\ ,`., \ ,_,. ` \ SEE SHEET GS 1 23. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE w: I / \ \ \ __-- SHOWN ON THIS PLAN ARE NOT EFFECTIVE. \.. -.- ._...._.- r'-' _. , \' ,`, \ - '_3 SHOWN 24. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR / p - -_' AS SOON THEREAFTER AS POSSIBLE. Z f' \ \\j�\ \ `, _- - -- _-- - , \ --- --- - _D -= \ N 25. CONSTRUCT THE CURB INLETS WITH PROTECTION TO ACT AS A SILT BASIN j I i ;' / \._ \ - DURING CONSTRUCTION. 26. MAINTAIN ALL MEASURES UNTIL THE PROJECT IS COMPLETE. REMOVE J I i (` 1' \ EXISTING STUDE�JT PARKING AREA _ 1 _ ACCUMULATED SILT AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY. TO REMAIN IN USE AT ALL TIMES 27. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL f 1 ,._ `? \` \ ' ` ONCRETE FLUME CONCRETE FLUME 30b _-- HO- PERMANENT MEASURES WILL BE WELL ESTA13USHED BEFORE PROJECT CLOSE- I 1 �' f =-- RA,MP 305 ;o- ------ -\ OUT. 28. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF NEW I'1 `' NOTES PhFAS�II IMPERVIOUS SURFACES HAVE BEEN 0 3035 w WASTE AND WATER LINES. -,. li � �' w r - _ ___-ACCOUNTED FOR IN CALCULATIONS AND PERMIT IN ` 2Bb p 3o.I ry ?.29. SEE PLUMBING SHEETS FOR LOCATION AND INVERTS OF CONDENSATE - _ -- GON.AJNGTION WITH PHASE L / WASTE AND WATER LINES. I A 30. SEE PLUMBING SHEETS FOR LOCATION AND INVERTS OF CONDENSATE - �- ^ - - E}JG , CONCRETE FUME DRAINS. THE GENERAL CONTRACTOR IS RESPONSIBLE TO CONNECT THESE Wj i _ - 1 SILT FENCE �} \ �� •4 2q. 29.4 p 3o.I D LINES TO THE UNDERGROUND DOWNSPOUT DRAINS AT THE REQUIRED DEPTH 1` 1 TO DRAIN. ALL UNDERGROUND DOWNSPOUT DRAINS SHALL HAVE A MINIMUM ! I _ _ i ° ° _ w ° �/•�.�- SIAPE OF IX AND BE SCH 40 PVC PIPE SIZED AS FOLLOWS: USE 6" PIPE 1 - -_ I .i: t ° "' { # OVI B FOR UP TO 4 DOWNSPOUT CONNECTIONS, 8" PIPE FOR 5 TO 8 DOWNSPOUT ;' i - \ ' " + I ^ Di r CONNECTIONS AND 10' PIPE FOR 9 OR MORE CONNECTIONS. PROVIDE BOOT ' %r T A - I �� 8 OF SUFFICIENT SIZE TO RECEIVE ROOF DOWNSPOUTS. ALL UNDERGROUNDf _ , j ya 28.70 29,10 �� 30b a I___- DOWNSPOUT DRAINS SHALL BE CONNECTED TO THE PROPOSED STORMDRAIN 24 _ _ --_ SYSTEM. \ % RATED _---------- I GRATEDj 31. THE FINISHED GROUND ELEVATION AT THE BUILDING PERIMETER SHALL BE FLUME FLUME A MINIMUM OF 6 INCHES BELOW THE BUILDING FINISH FLOOR ELEVATION EXCEPT AT ENTRANCES AND ENTRANCE TRANSITIONS. `� TRUCTION STAGING - ALL ENTRANCES SHALL BE AT A FINISH FLOOR ELEVATION OR AS DETAILED ! '' -_ AREA ' - -� 1 __ -- , Ll ON ARCHITECTURAL PLANS. -c ! --... t'- '- e T' Willi s 1 _ _ LIMIT OF NEYrl.nl. WORK _ ,- - NEW WATER 4 SEWER _ ,t= COORDINATE WITH \T = - _ - t i - - - ' - --------- TAPS, -- -_ ---- CITY REPAIR STREET AS _-1 �=Ct j =Y = --' CLEAN OUT _-} - b. t \I `-- - -r ___-- -= PHASE ONE It ' CURB INLET �\ r 1 = s -D- IM! 2TOP RAo�28.60 - - i REQUIRED - � •- �d=�-- t 1 50.1 'ry-- _ - _ `r �• cyJi TEMP. GRAVEL \` ~_ GBA'ST1F1 `\ _ i - 1 l 1, 11lNERt4ft�Am ROOF-Itli+?IAJ!_=�- tie E%I9 - CONSTRUCTION r f r 7 \ EBY 1]R _ F{buyN i� 11'J,k15 RIP RAP l_ F ENTRANCE I B��' ^_ a (` D15SIPAT0�3- z ~ EXISTING 24' _ _--- - ��OP -F7CISTIN6 FM DEPTH TO i LAAV K•'L�, _ RGP -�-' f - _ - 27.10 = I _ -= DETERMINE IF GONFL� I EXJ5T5. EXISTING DRIVE TO BE CLOSED. "Jill am= (USE EXISTING DRIVE FOR 30'69 `- pRCE TRaN1NG ) :` - ` r staar r 0 1= V' TEMPORARY GONSTRUGTION I ° ! CT,ON WQRKF CAN ENTRANCE) I rn , CONSTRU MG) -.. C - _ D- KY' GATE I _ -Y- = i- I U ,5 - 1 I c- AT END OF PRO..IEGT INSTALL I \\ � a�QJ�A,� Ex !� --_ L' ---- � - NEW CURB d 6UrrER TO C MATCH EXISTING. - PROTECT EXI ST. _ o RETAINING WALL EXISTING b S� �� --- --�/- _ - _- n�arc , • � / i" _ _ �a�st-. SANITARY SEWERit --- _ - - tV FROM DPPIA6E a FIELD VERIFY x -- -' tatlN E$AY 4" {��gq ��{Q� yN7� A ppry on �p{�� {ryp LOCATION F.E. U 9 II U I II II �7 U Y II _� __56>s.zg 5 F.E.S. WITH 10'x15' RIP RAP I ' \ ww Gotx � �Paoa� - -_ _ - - P `- i - ENERGY DISSIPATOR i ' 9 pA e j'` rj INV.-22.0 G EXISTING 5" II% 9' `- _ ` 30.0 -/ J 0 `56�'xJ^'' f (SEE DETAIL) WATERLINE 1 If 1 ___-- y FIELD VERIFY ? ; -� I i`? o l` i - 5�0'F _ FLOOD POOL LOCATION ' ^i - / ` =1seo •, _ \�\il, 2" k2 J ELEVATION = 21A Ni WATER t SEWER I r TREES TO BE SAVED ate 19.60 W - ; �i "` RETENTION TAPS, COORDINATE WITH AND PROTECTED 50.95J"_ , _- 7351 0� s-_ \ BOTTOM CITY OF'WILMINOTON 1 fo+� j; ,�,. �= 57Z5q. „W El = 16.0 POND REPAIR STREET AS cs'9= ! , 1 ' ,,` t � 51 15.421j� f -� FIORMAL POOL REQUIRED I G� \( ( RCP ® 31,41 N 13 CURB INLET 7 32 / �- J _ _- i ELEVATION = 20D ° tip S7T-,......_� TOP GRATE=28.0 1 { },, INv.= ARCHITECTURE o INTERIOR DESIGN CITY OF WILMINGTON ° 260 / r loxlo' RIP RAP NEW COMMERCIAL DRIVEWAY i I\ ENERGY DISGIPATOR 4 s ,r~�.. 514'48'44 E 1 • > �IF•O EXIST. Jf. "' r 74 20'3S N h4'T`r}-'_`" _M1 r?L FEE. 113hA1 IYLtTARY CUTOFF �/ D, M >r�aR NC 28AOC'1 Phone= 9102562700 FAX: 9f02563121 e M �. ' INV. = 255 F.E.S. H , - Ill = 25.0 NEW STORMC7RAIN _•--'-� TT OOP MANHOLE 1 -_ __„ LIMIT OF NEW SITE WORKLEll INV. x EXISTING 24" fil FIELD BEFORE B VERIFY' INVERT / _- ---� .-- EXISTING CONTOUR EJUL 0 3i996 WORKFORCE BEFORE BEGINNING ANY STORMDRAIN WORK AND REPORT _ PROP05ED CONTOUR R TO ENGINEER �/ TRAINING G O 30.0 PROPOSED SPOT ELEVATION PROJR��CI�120 CENTER PROP05ED PAVEMENT `. 95 034 a ANDREW & KIll U E NOTE THIS PROJECT IS NOT LOCATED WITHIN THE 100 YEAR PROPOSED CONCRETE u n SITE PLAN VA:MINl N. JIN FLOOD PLAIhR -TRACT IS IN �Oh� G OF FLOOD INSURANC � �. E O :. i i MAP COMMUNITY PANEL MO. ,,lOtlt OOSG. AREA OF r` U CAL - .: .. .` _., S E 1 _ 30 -�- ._ - SILT MINIM I i t FENCE AL FLOOD hi6 FATED hOV. 4 198'I. 1 I h v , 1 i f i --- D --- ROOF DRAINS ;•' FSSi •.� '� , E A = ELW cl JPN CHAINLINK FENCE GRASSED SWALE _ N 966 UJ = SITE P LA N 5/24/96 r/'r/llllll,\t� .sue c0 CavyrW=5IhMm ArdieckrA PA I I� . I --.-- I �- ii I " I I I I " - � '� � I I ,/ ; : � I I ' ! J ' I r- , I ; A ��; i I I I ,I I il I I I I I I i / I I ; ..k ,i 4 I : ii it ! x 1 1 � i i i I I� I I � I - ; . : l f i i / I � I I j j � $: ; - i I . i . � i I ' - ; 1. I � . � \ I � I I I ,I I I I � .- T�_ I .� � i � i 1 1 i i ,'I I! i 11 I I � � I i I I I 1!�: l � I I � ;I: � , 1 � — I 1� ; � ii III - I I I I I I I . t . l _T_ 12 Revisions: l j I i I l fl,"i - I 1 I '' i 1— A � ; I I 11, ; 7F I 11 1 2 = 1 1 3 ;I';l.' f I , i � 1 1 1 :1 4 ; �11�'111' �' I I I � - -J� , — — TI- � , 1, I i � I I L_ ;5 11 Z .i � 11 6 ill- i I/ I i A, L114i — � I 1 Ai [ 9 i I I I I / i I I ', 8 9 10 , _j . - . I, I I / 11 / I I I I I ? 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REMOVE EXISTING CURB 4 GUTTER ` I " ", 1 I 1 ,�j , I I ?` -,I i0m 0-0- 0 W_ -------- - _�yll I ____��-'__ - � - -,11\Ii; I / 'l . -,_,,- 1�1 I . - _. I � ..' %I � - ___ - �*' I - ---.--- PP _____ ____ ,-,I,ii, ,i I f, 1,j� '� i i If I I I/ ,-\___ - 11 AmI __ ------_�� " ', - ___ -i I L" I f f j - Ii I - -- -, ,illm - A �ItIl.-__ � --- __ - 1 / ,I / I , I I I I '.1 " ___ i5� _"� , 1) i c I, ARCHI[TECTURE o INTERIOR DESIGII'l I 1 I,,, AA .. _" .-) i � . � TO ALLOW NEW DRIVEWAY GUT I� ; Hs , `A� , OW-0000- - .- __� - -SV1"t � --I-- ____�— - � I t I 'IF , I � ; �� ti, ,�," I 11 I . - --'- - I A - __ _ . I A I C t,'JILV � '� I �_' I 1 '* "1`9 1 � -.11"A" - - - -,I &_ ____� __ _AT 'IT() - _iit,Ac�' i ill - -, _ ,7 _N i � —__ - - A ____ I / . I ( I, 1 . 1� \I I , , I _____-aw- _AA . -- � '3' --------- I Zcl�;'�') fl 1. BASE BID SITE CLEARING AND DEMOLITION SHALL IN'LUDE REMOVAL AND DISPOSAL -1111, - - I I -1 I c M�-IM-1-1 � A , - Wal SW =_A'-"- - - , , _ I I W� I "III -3 OF EXISTING TREES, SCALPING MATERIALS, AND SOII S ASSOCIATED WITH THE Wq_RK'__1. . � _ " 4110-A Shipyard Blvd, Wilint,igton, No 284II I -WI __ - i ii: _u I , " - :� I : - 1v�lllllll� A— t,... . '�' -------�--- ____ ,fl,It - I - • - 42 __- .. - 'N - ___ �l , - � ":7 l __ a2i, 2SM,-, I __� _�`,------ `,' --- ____ ,t, 1 � '), l _: - -1 . - wx�__ ----#1 - A __ -11 I I - 0�1111111� - _�-"� ig. t - � __ NECESSARY FOR NEW CONSTRUCTION EXCEPT THE UNDER-CUTTING OF PEAT SOILS I - 910.791.2026 FAX- W.791.0156 __ - I I,--- ____ , . __,-- ; - __ : __ �____ __ -I", _ .14- Phone L_-- i. - _4 - _ - I __ I i r- " i - l I , �3-,;. // __.' vp , pr I; _�:� �" __ __ INDICATED AT THE WORK FORCE TRAINING CENTER - SEE ALLOWANCE AND UNIT I � r 1 11, � .t' 'PP l ------- _l� 11 I— PRICE FOR PEAT REMOVAL. BASE BIDS SHALL INCLUDE ALL DEMOLITION AND REMOVAL' —i * ...r4 __ _ III_ I ___ --� __ --- 'gA.IL, - �_' �s _ 'Z�', � H -f�'�'��" I� 4 __�ii,;�_ ______ -------- Al OF BUILDINGS, FREESTANDING STRUCTURES AND WALLS INDICATED FOR REMOVAL, ;;<0 V "� - '� -CE __ \ � - !i, -;"01"'i' - ------------ ------------- \' - INCLUDING ALL ASSCOIATED FOUNDATIONS. � � , ��- I _ - Z�.(N '�'�l,, . ;81 A� --_'" ___ l��i I I' ;�A �� - � ------ ___ I - A l 2. AN ALLOWANCE AND UNIT PRICE SHALL BE PROVIDED FOR THE DEMOLITION AND " -�' ___ ___ 3, ' .L - - ___ ' . 1 Q 3___ tv�of 1_1 --- __ REMOVAL OF ALL CONCRETE SLABS, APRONS AND aSSOCIATED FOUNDATIONS. .�` �� - --- - ------------- ----------------- THE ALLOWANCE SHALL BE BASED ON CUBIC YARDS OF MATERIAL AS IT EXISTS 'I ------------------ ____ IN PLACE ON THE SITE. WORKFORCE 3. AN ALLOWANCE AND UNIT PRICE SHALL BE PROVIDED FOR THE REMOVAL OF EXISTING — DEBRIS ON THE SITE CONSISTING OF LOOSE MASONRY AND CONCRETE. LUMBER, METALS, TRAINING ORGANIC MATERIALS, ETC. THE ALLOWANCE SHALL BE BASED ON CUBIC YARDS OF LOADED MATERIAL. THIS ALLOWANCE DOES NOT INCLUDE REMOVAL OF EXISTING TREES, SOILS, OR SCALPING MATERIALS. CENTER 1 4. THE CONTRACTOR SHALL VISIT THE SITE BEFORE BIDDING THE PROJECT TO BECOME 95034 FAMILIAR WITH ALL DEMOLITION ITEMS. ___ =ANDREW & KUSKE �_ __ 5. SEE STRUCTURAL DRAWINGS FOR AREAS OF PEAT REMOVAL. ��_ CONSULTING ENGINEERS. INC � - WILMINGTON. N.C. � - i SITE DEMOLITION PLAN \\\\\l1III1I1////// 1111111 0 1/n - \ I-- .qu \\\\,�X\ CAR SCALE : ,I 0� ,' tovwl / x 1" = 30' '-\*P �� . I .. - � .' I ..' -.� �2 , : = mvm Check" z . - - - � _ , - , � ,j _ --"- ' I ' " ',' �" " 4. ,," ,"' �,,' ," J__��I , �, I l i I I, ,_ 1 I ; .� l .� i I I I I ; i -' I � " - l � il , 1i i, : i i I I I 4-* I , I ��' ; ; i � I i 1� I 11 I I ; ; I � I i H I � ; cl � i : i � i : I I 'I lik !Il .I. I 'i _3 i _V - T11- I I I �' �r, l� r I jl) 11 �i_ i f "'f ; 'i�''a , - '_�'I �I`�_ I I I I I I 1, "I 'm IIIIIIIIIIIIIi mw i��&' � , K ''I- / T - . . - 11966 : U) :z SITE DEMOLITION PLAN O Copyright M5 Sharpe Architecture, PA - __ ?\\\\\'�' � __ 111110 .- .---- — C1 .1 -