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HomeMy WebLinkAboutSW7041107_APPROVED PLANS_20050104STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW DOC TYPE ❑CURRENT PERMIT f� APPROVED PLANS C ❑ HISTORICAL FILE DOC GATE c"2_Y)�D%O6 YYYYMMDD mQP 1 �-7 it. O`V'ERAL SITE LAYOUT F' I T� li A T A I IWNFR: PHILLIP D. DI_INN & t INA B. DUNN DBA BRIDU TC)lid ivilll 'STORAGE, INC. 520 HALF MCIi)fd P(-)AD NEW BF RN, NC 28_`60 (252)t� 3 3-4577 SITE ADDRESS: BROAD CREEK ROAD NEW BFRN, NC 28'562 SITE ZONING: NONE SITE AREA: 13.01 ACRES TOTAL f P0JVT AREA: 158,858 SF, 3.65 .ACRES TOTAL. RUILDINU AREA: 20,500 S-F C'F�IFFAL NOTES- 1. FLEVATIONS APE BASED ON NCVD 88 DATUM. 2. FIRM #3720640800.I, FFFECTIVE DATE JULY 2, 2004 3. BOUNDARY INFORMATION WA.S TAKEN FROM A SURVERY PREPARED BY DENNIS FOPNES & ASSOCIATES, DATED MAD Cf1 14, 1991, ENTITLED "RESURVEY FOR EDWIN J. CLIFFORD A.I_ICE 0. CLIFFORD" PRAlA�IlrJr, INDEX I - OVERALL SITE LAYOUT 2 SITE GRADIL� , & UTILITY PLAN M STORMWATER RETENTION POND PLAN & DETAILS QNLPAL NOIFS: 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES IN THE AREA OF WORK, 2. UNLESS OTHERWISE NOTED, THE LIMIT OF CLEARING AND GRUBBING IS THE PROPERTY LINE. .3 ALL DISTURBED AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE PROJECT VEGETATION PLAN. SEO�UENCE OF OPERATION: 1. SECURE PROJECT PERMITS. 2. CONDUCT PRE -CONSTRUCTION CONFERENCE. 3. INSTALL GRAVEL CONTROL ENTRANCE. 4. INSTALL SILT FENCING. 5. CLEAR AND GRUB SITE. 6. INSTALL STORMWATER RETENTION POND 7. CONSTRUCT SITE IMPROVEMENTS. 8. SEED AND MULCH ALL DISTURBED AREAS/ ESTABLISH VEGETATION. 9, REMOVE GRAVEL CON IROL EN IRA,NCE. 10, REMOVE SILT FENCING. MAINTENANCE PLAN: 1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL EVENT AND IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL DEVICES IN THE OPERATING CONDITIONS INTENDED. 2. ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED AS NECESSARY AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 3. ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC ROAD SHALL BE REMOVED ON A GAILY BASIS. 4. SEDIMENT SHALL BE REMOVED FROM BEHIND CHECK DAMS OR SILT FENCE WHEN IT ACCUMULATES TO A DEPTH OF ONE FOOT. 5. SEDIMENT SHALL BE REMOVED FRO'lJ THE STORMWATER DETENTION POND WHEN IT ACCUMULATES TO A DEPTH OF ONE FOOT. ADDITIONAL WORT( ITEMS: 1. SEE ciAc3 FOR TYPICAL PAVEMENT SECTION lI -------------------- YRAUI �N RkIFRN[PIIIfYIII NCSR 1600-BROAD CRFFK ROAD ■� � i4i ■ if � i ■m ■ ■ m ■ �■ ■i 1■ ■ Inns nnllll SEE ENLARGED VIEW THIS AREA /' 1 f / / 0.25 ACRE EXISTING GRAVEL DRIVE I / f I � / I / / I � fi f m I G ROTHENBURGER f , �DB 1097• PG 747 I .75 ACRE ON -SITE BORROW \ AREA I � 13 1 VATHROw I 08 867, PG 707 II I,l r POLO DB 1166, PG 961I / tt f / / APPED NC--' C,.A•70UNA 1MNME^" / Date —- • 2CL_?S Stormwater FermA w7 o4 i1 f / j I � / B OVERALL SITE PLAN f , Cl Cl SCALE 1"=100' I --- 44 sue. DEC 13 20004 v Q-V A O GRAPHIC SCALE 100 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. 400 1 120 1 ����H"•ss R� �• o�� K6iim �F- I .--i Q Q'� 0 E� ol��wE, I--�-1 UJ Q Q co U-) U Co Ln CV Qo Q I Q0 (D U N ry LLE I+i X o L Z Z 00 �+ cj� o m 0 > o I C: W w LLJ Z Q0 Ln "'�' u o x !� O o W Q 0 E-� O O '~ � o 04109.DWG /lo-7 - _. .rritI?At Null': I IFiE CoNTRACIOR SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES IN THE AREA OF WORK. 2. UNLESS 01HERNI F NOTED, THE LIMIT OF CLEARING AND ("RUBBING I S THE PROPERTY LINE. 3 All DI7I.1PBED AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE PRO,JFCT VEGETATION PLAN. SFQIIENCE OF OPERATION: 1 SECURE PROXCT PERMITS. 2 CONDUCT PRE -CONSTRUCTION CONFERENCE. 3. INSTALL GRAVEL CONTROL ENTRANCE. 4. INSTALL SILT FENCING. �. CLEAR AND GRUB SITE, 6. INSTALL STORMWATER RETENTION POND 7. COId f ERUCT SITE IMPROVEMEN iS. 8 SEED AND MULCH ALL DISTURBED AREAS/ ESTABLISH VEGETATION. ,T PLMUVE U'RAVEL CONTROL ENTRANCE. 10. RFM(--)VE SILT FENCING. MAINTENANCE PLAN: 1. AIL F ROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL EVENT AND IN NO CASE LESS THAN ONCE EVERY WEEK, ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL DEVICES IN THE OPERATING CONDITIONS INTENDED. 2. ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED AS NECESSARY AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO ESTABIISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 3. ANY '�EDIMFNT TRACKED ONTO THE ADJACENT PUBLIC ROAD SHALL BE REMOVED ON A DAILY BASIS. 4. `iEDIMENT SHALL BE REMOVED FROM BEHIND CHECK DAMS OR 911 FENCE WHEN IT ACCUMULATES TO A DEPTH OF ONE FOOT. S. SEDIMENT SHALL BE REMOVED FROM THE STORMWATER DETENTION POND WHEN IT ACCUMULATES TO A DEPTH OF ONE FOOT. aC2C2 TE GRADING & EROSION CONTROL PLAN ALE 1 "= 30' io P' LEGEND SILT FENCE G C2 C3 rr, CHECK DATA H `d C2 C3 11 GRASS SWALE I C2 C3 INI.ET OUTLET PROTECTION K C2 C3 x 28.75' EXISTING SPOT ELEVATIONS PROPOSED SPOT ELEVATIONS NOTES: 1. REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE NTH THE PROJECT VEGETATION PLAN, SEE DETAIL F. SHEET C3 2. GRADE EVENLY BETWEEN SPOT ELEVATIONS SHOWN. GRAPHIC SCALE 30 0 t5 30 60 120 ( IN FEET ) inch = 30 ft. N CAR AL V'I5�3 l�ti'�l oQ O � Q o� O Z .. Z Ix Q �iJ�QUQ co � � O U7 CV CD Q I o� Z �y _ LO O r Q N Lli _ I— x W 0 o � � z a� QD w O _ m CD > l n LLJ rr� C .� Qo1Ln Ln ;> 1n c� x w m O O n W � rxoo a o � w o 0 0 � U� 04109.DWG - - - - - - - - - - - - - - - A - - - - - -I---T-"� 3 OU ET STPUCTURE / 1 k� , _k, I � / ! , 1 3.5 1 NO P R ANENT PO L L l0 1 II i I o' o d p O � 30' ! / i ' Q / I � 1 i I I � I o I / 1 4.0 1 ENLARGFD PLAN VIEW-STORMWATER DETENTION POND T C2 C3 11, =10' / �' / , / L_-.-_ - - - - - - - - - -L-�- �/ _ ._.� _- - - -_-_ _� �., AQUATIC BENCH 4.0 ELEVATION=3.0' 1 3 1 6 6' 1 �_ 3 l STORMWATER RETENTION POND CROSS-SECTION NOT TO SCALE 1 1 /9" TYPi 1-9 ACPHAI T _ I I—ICOMPACTED SUBGRADE NOTE: CONTRACTOR SHALL PROVIDE 95% COMPACTION OF SUBGRADE AND STONE BASE. SUBGRADE SHALL BE PROOF ROLLED AND PASS SATISFACTORY IN THE PRESENCE OF THE ENGINEER. A NEW PAVEMENT SECTION G 1 C 3 NOT TO SCALE 2 0 -� 0 U0 U0 oDoOo 6" LAYER OF COARSE AGGREGATE 0 0 0 0 0 OVER 12" LAYER OF STONE BASE 0 0 o COARSE 50' 000°0 0 0 D00o0 10' o o °°o o°0°0°0 D1Q EDGE OF EXISTING ROADWAY PAVEMENT (__BGRAVEL CONTROL ENTRANCE C2 C3 NOT TO SCALE PERMANENT POOL ELEVATION =_ 4.0' FOREBAY ELEVATION-0 0' - —� 1 3 5' ELEVATION=3.0 1� 3 SELF ANCHORING METAL POST @ 6' O.C. MAX 12 GUAGE 6 X 6 WIRE MESH 3' FILTER FABRIC 8" FLOW 3' : :E)_S_lLT FENCE C2 C3 NOT TO SCALE POND BOTTOM ELEVAPON =O. N •o 4' 12" LAYER NCDOT #57 STONE ON UPSTREAM FACE O \1 5 4' 00 000� �00 O 0000 ° OOa O 00 \ 0 °Docp' o 000 000000 Too o\ O\\O D O 0 0 OO,, 0 0 0 0 O\oO'\O°\\ °o\O�° 00696 ° \o\O \00 0 0°0 oo°O0 0° 00 D CHECK DAM C2 C3 NOT TO SCALE � 1 NOTES: 3 1. PROVIDE GRASS SWALE AT ALL OUTLET DITCHES 2. VEGETATE IN ACCORDANCE WITH VEGETATION PLAN. E GRASS SWALE C2 C3 NOT TO SCALE TOP OF RISERZCREST = A WEIR = B 24" CMP RISE INVERT 1 1/4' ORIFICE = C (PERMENANT POOL ELEV TOP OF C NCRETE = D INLET PIPE = E a ° • d • e ° a HARDWARE CLOTH AND :� STAINLESS STEEL STRAP A ° ° TOP OF FOOTI - F d d 4 q d 4 a d dC - e da 00 a d �-- a 4 a d c4 d Q PROVIDE FIRM AND STABLE PLAN TRASH SCREEN #3 REBAR @ 6" O.C. E.W. 3" WIDE x 1/4" THICK METAL STRAPS 24" O.C. ANCHORED IN CONCRETE 12" MIN. 1 , (TYPICAL OF 4) 6" DIA, INLET PIPE CONTINUOUSLY WELDED TO RISER ANCHOR 24" CMP RISER IN CONCRETE SLAB. PLACE CONCRETE INSIDE OF RISER TO ELEVATION D SUPPORTING AREA FOR RISER AND CONCRETE ANCHORAGE 4' SQUARE 4CO31T TENTION POND OUTLET STRUCTURE TO SCALE VEGETATIVE SEEDING AFTER COMPLETION OF GRADING ACTIVITIES AND THE CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL BE SEEDED TO THE FOLLOWING SPECIFICATIONS: SEED BED LIME 1-1/2 TON PER ACRE FERTILIZER 1/2-TON PER ACRE SEED RYE GRAIN 50 LBS PER ACRE TALL FESCUE 100 LBS PER ACRE MAY THROUGH AUGUST: CENTIPEDE 5 LBS PER ACRE PROCEDURE STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL INSURE APPROXIMATELY 75% COVERAGE OF THE SEEDED AREA. THE STRAW AND SOWN SEED WILL BE LIGHTLY DISCED INTO THE BED TO GIVE IT FURTHER RESISTENCE TO BLOWING AND WASHING. THE CONTRACTOR SHALL GUARANTEE A FULL STAND OF GRASS OVER THE ENTIRE DISTURBED AREA, IF NECESSARY THE CONTRACTOR WILL WET DOWN THE AREAS TO ASSIST IN SEED GERMINATION OR AID IN GROWTH IN TIMES OF EXCESSIVELY DRY WEATHER. A STAND OF GRASS WILL BE CONSIDERED ACCEPTABLE WHEN THE ENTIRE STAND OF GRASS IS AT LEAST FOUR INCHES HIGH AND HAS ACHIEVED AT LEAST 95% COVERAGE OF DISTURBED AREAS. RESEEDING WILL BE REQUIRED AS NECESSARY BY THE CONTRACTOR TO OBTAIN THE SPECIFIED STAND OF GRASS. IFVEGETATION PLAN C2 C3 3 1� 1 RELEASE FOR PERMITS JKA 1 10/13/04 NH, IDESCRIPTIFIN I BY I DATE Revisions rrM Anc nw" n /- en, flu f_R zn it id' run niirlrT nunr PROVIDE 4.5' DIA. ANTI -SEEP COLLARS CONTINUOUSLY 30 LF 18" CMP OUTLET PIPE WELDED TO BARREL ® 20' 0. C. I I I I I 4 Is a p A ° a p p a A 2' WIDE x 18" THICK CONCRETE ANCHORAGE FOR PIPE SECTION OUTLET STRUCTURE ELEVATION CHART A B C D E F POND 5.8 5.8 4.0 3.8 3.0 2.0 O O � � 0 0 C)ODO 0o0 O O 00 0 O oo O� ODO O O 0 °° RCP 00O ° Ooo000\O 00 A OO A00\ D Do ,� o0 O W 00 0 000 o° �O 0O 0 0 \ ° 000 O Q 000 °0 O\p00 00 ��00 00 PROVIDE 2x12 BOARD(S) ACROSS 1/3 MIN, HEIGHT OF INLET FACE OF PIPE TO PREVENT SEDIMENT FROM ENTERING PIPE. REMOVE REMOVE AFTER La RIP RAP - FILTER FABRIC SECTION C-C NOT TO SCALE Do Lo W AVG. RIP RAP SIZE MAX RIP RAP SIZE APRON THICKNESS 18„ 6' 8, 6„ 9" 14" NO'E: 1. FLACE STABILIZATION AT ALL CULVERT INLETS & OUTLETS UNDER ROADWAYS IN ACCORDANCE WITH THIS DETAIL. 2. EXCAVATE BELOW CHANNEL AND WIDEN CHANNEL TO THE FEQUIRED DEPTHS, 3. "LACE FILTER FABRIC ON PREPARED BOTTOM AND SIDES. GVERLAP ALL ,JOINTS 1'-0"- 4. PIP RAP SHALL BE 6" IN DIAMETER (AVERAGE) AND FLACED IN TWO LAYERS. G I'1LET OUTLET PROTECTION C2 C3 itiOT TO SCALE GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. 40 `\\�\,aanl�.lntmrrrrlluq/ ��` ............ zz 9< EAL 'vim F'vGIt� Q`f'j co /�'��1111(ffllillllll111� � o E- oz� 4�y 0 Q0 r- Ln CD ca Ln C11 QD Q I C O Cfl Cr C Q [V — U � rs 1---I C _ ly W I�--1 X W o � C= Z �z� CJ ' �1y O LLJ CD V m 0 > I c -3: r'-) W LLJ Lj ' z Cfl U� ° Ln (0 L0 > Ln� O xw C� O O aCl- - E- w w � Q N w � Q 0 0 I o w w �o E_ C 0 3 04109.DWG lu i�' 1- `;'�i,• .e. ..ITI - .. 1 .., kyl i ,-'�i�`•4!n.' - � � - � . _ ti .� �.r . a �. � _ .. _ _ -! :. _ .. ._ .• '_ �_ - i e.- __ ... -.. � � ._ . — — - - - - lSq sw 70V11J-7 RELEASE FOR PERMITS1 JKA 1 1 /1 / 4 I VICINITY MAP NOT TO SCALE I EXISTING PK NAIL IN CENTERLINE PAVEMENT ELEVATION = 10.94 101.00' 15'R I hom EXISTINL DRIVE TO BE REESTABROADSIr - 28J00 SITE DATA: OWNER. PHILLIP D. DUNN & LINA B. DUNN DBA BRIDGETON MINI STORAGE, INC. 520 HALF MOON ROAD NEW BERN, NC 28560 (252)633-4577 SITE ADDRESS: BROAD CREEK ROAD NEW BERN, NC 28562 SITE ZONING: NONE SITE AREA: 13.01 ACRES TOTAL PROJECT AREA: 39,600SF, 0.91 AC TOTAL BUILDING AREA: 11,600 SF GENERAL NOTES: 1. ELEVATIONS ARE BASED ON NGVD 88 DATUM. 2. FIRM #3720640800J, EFFECTIVE DATE JULY 2, 2004 3. BOUNDARY INFORMATION WAS TAKEN FROM A SURVERY PREPARED BY DENNIS FORNES & ASSOCIATES, DATED MARCH 14, 1991, ENTITLED "RESURVEY FOR EDWIN J. CLIFFORD ALICE 0. CLIFFORD" N87'010 32'E NCSR 1600-BROAD CREEK ROAD 147. GENERAL NOTES: 2 MOD ESIGN IKA 10/13/05 ``�� uAA0<-'��,, 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES IN THE AREA OF WORK. 2. UNLESS OTHERWISE NOTED, THE LIMIT OF CLEARING AND GRUBBING IS THE PROPERTY LINE. 3. ALL DISTURBED AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE PROJECT VEGETATION PLAN. SEQUENCE OF OPERATION: 1. SECURE PROJECT PERMITS. 2. CONDUCT PRE -CONSTRUCTION CONFERENCE. 3. INSTALL GRAVEL CONTROL ENTRANCE. 4. INSTALL SILT FENCING. 5. CLEAR AND GRUB SITE. 6. CONSTRUCT SITE IMPROVEMENTS. 7. SEED AND MULCH ALL DISTURBED AREAS/ ESTABLISH VEGETATION. 8. REMOVE GRAVEL CONTROL ENTRANCE. 9. REMOVE SILT FENCING. MAINTENANCE PLAN: 1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL EVENT AND IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL DEVICES IN THE OPERATING CONDITIONS INTENDED. 2. ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED AS NECESSARY AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 3. ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC ROAD SHALL BE REMOVED ON A DAILY BASIS. 4. SEDIMENT SHALL BE REMOVED FROM BEHIND CHECK DAMS OR SILT FENCE WHEN IT ACCUMULATES TO A DEPTH OF ONE FOOT. 5. SEDIMENT SHALL BE REMOVED FROM THE STORMWATER DETENTION POND WHEN IT ACCUMULATES TO A DEPTH OF ONE FOOT. 15'R NEW 40LF 18" RCP &(2)18;FES______- --r 15R 15'R 0 251�BS � r r J CL DRIVE fr 24V 24W mw IM N I x ii N r o p z r N 0 I on �� LLJ I CD� mm p[19 .e ly y y I � y I I I I I V)Iin MI 0 8 _ o S 7g • o w �55 E y W y 14, W y l ,p404 WETLANDS + . e DO NOT DISTURB 'to W W y lL w ,Y ADDITIONAL WORK ITEMS: I. SEE @ FOR TYPICAL PAWMENT SECTION 270. ZONE AL (ELEV. t. . I,- - -- - �� UPLANDS UPLANDS c'j w v� / ,v S ti LIMITS OF DISTURBED AREA , N87°57'39�W .1 �S 1 39,600SF, 0.91 AC._S84 li 2 �,W 308' 51.86 57 7.5=23. �'v� v. •►� .�. ,v •r• .�. w .�. .� . 4, Z rl �� 1 UPLANDS �? '•' 4f 79,941 y lk Nk y 'lie 404,yETLAND�, DO NOT DISTURB �+ l I � � ,li *Y �Y �Y ,V ,l+ ,V �Y �Y -,Y y 4, 4, ,y! g I I klo lie C) / ,y i I .oto 404 kTLANDS' / �•� � QO NOT DISTURB �y lk 1 I 1 I Ji ,li f r l j/ I W w w it n l 30' DRAINAGE EASEMENT POLO DB 1166, PG 961 i PHILLIP D. DUNN & LINA B. DUNN DBA BRIDGETON MINI STORAGE, INC. 520 HALF MOON ROAD NEW BERN, NC 28560 Revisions •!il�Irl i! a��lilia a ! !il��li . wr m jm �a Im 4ME / ARE10_ NO WORK THIS AREA / II I SEE ENLARGED VIEW THIS AREA / k iI NO WORK THIS AREA I / / I � I / � I � { I� I NO WORK THIS AREA 11 I \ ROTHENBURGER / NDB 1097. PG 747 I � � *THROW I / / DB 867, PG 707 I NO WORK THIS AREA I � / / rB OVERALL SITE PLAN I Cl C1 SCALE 1 "=100' GRAPHIC SCALE r+ 100 p 50 100 200 A OVERALL SITE LAYOUT C1 C1 SCALE 1"=30` ( IN FEET ) 1 inch = 100 ft- GRAPHIC SCALE 30 0 15 30 fi0 { IN FEET } 1 inch = 30 ft_ - � r . . � � •�^ - <_ - - -�. -r-.y it•+,.r.•� i•�• •.►T �7•iw ,ser 'r :�. 1-r -at' - - - 400 120 0. FESS/0'-. 9 AL " 15738 GINle: o co � • Ln CD 00 U-) • C'4 CO a + CT Z_ � J � L O (0 N Li � ly- x Wao� W � z E z °Q °LLJ 0CID o Ld w -0 z CD C 1-11 C � LQ �> Ln� d U x w O Z C1� O 0 LL EL W � 124 c) C) = E- I� Q 0 0 �4 E- C::) E, V1 U � C_ 04109.DWG Sw7a y//,17 h GENERAL NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES IN THE AREA OF WORK. 2. UNLESS OTHERWISE NOTED, THE LIMIT OF CLEARING AND GRUBBING IS THE PROPERTY LINE. 3. ALL DISTURBED AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE PROJECT VEGETATION PLAN. SEQUENCE OF OPERATION: 1. SECURE PROJECT PERMITS. 2, CONDUCT PRE -CONSTRUCTION CONFERENCE. 3. INSTALL GRAVEL CONTROL ENTRANCE. 4. INSTALL SILT FENCING. 5. CLEAR AND GRUB SITE. 6. CONSTRUCT SITE IMPROVEMENTS. 7. SEED AND MULCH ALL DISTURBED AREAS/ ESTABLISH VEGETATION. 8. REMOVE GRAVEL CONTROL ENTRANCE. 9. REMOVE SILT FENCING. 1 1/2" TYPE 1-2 ASPHALT 6" ABC BASE COMPACTED SUBGRADE f I i I NOTE: CONTRACTOR SHALL PROVIDE 95% COMPACTION OF SUBGRADE AND STONE BASE. SUBGRADE SHALL BE PROOF ROLLED AND PASS SATISFACTORY IN THE PRESENCE OF THE ENGINEER. A NEW PAVEMENT SECTION VC2 NOT TO SCALE 0 0 o o°o°o o o 0 5" LAYER OF COARSE AGGREGATE o ° o ° OVER 12" LAYER OF STONE BASE 00000 COARSE 50' 00000 0 0 o°oo0 10' O O o O o o000000 10' EDGE OF EXISTING PAVE'0.1T EL C01`JTROL ENTRANCE 70 SC , LE e Y. EXIST;G PK 'SAIL IN CENTERLINE PAVEMENT `- --��-- - --� ELFVA :ION - 13.94 94 LEGEND SILT FENCE C CZ C2 ® CHECK DAM D c' C2 3:1 GRASS SWALE E GRAVEL CONTROL B r M n __--r---"� 1n�raNr.F r.� r� 4`-rR �OOJ"-BROAD CRFFK Rnan 3' 3' C SILT FENCE C2 C2 NOT TO SCALE SELF ANCHORING METAL POST @ 6' O.C. MAX 12 GUAGE 6 X 6 WIRE MESH FILTER FABRIC 8" FLOW \�K 12" LAYER NCDOT #57 STONE ON UPSTREAM FACE FACE 00tY� pro 0V O 1 !_N,' 4 _I_ 4 _! •• ••• ••• •• • • ••• •• ••• • • rD­­'�CHECK DAM C2 C2 NOT TO SCALE NOTES: 3 1. PROVIDE GRASS SWALE AT ALL OUTLET DITCHES 2. VEGETATE IN ACCORDANL E WITH VEGETATION PLAN. E GRASS SWALE C2 C2 NOT TO SCALE lam S 1 ELEASE FOR PERMITS1 JKA 1 10/13/04 OD ESIGN I JKA 1 10/13/05 N❑, IDESCRIPTION I BY I DATE Revisions VEGETATIVE SEEDING AFTER COMPLETION OF GRADING ACTIVITIES AND THE CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL BE SEEDED TO THE FOLLOWING SPECIFICATIONS: SEED BED LIME 1-1/2 TON PER ACRE FER T ILIZER 1/2-TON PER ACRE SEED RYE GRAIN 50 LBS PER ACRE TALL FESCUE 100 LBS PER ACRE MAY THROUGH AUGUST: CENTIPEDE 5 LBS PER ACRE PROCEDURE STRAW MULCH SHALL BE APPLIED " T INSURE APPROXIMATELY 75% ARE, .--.-'HE STRAW AND SOWN SEA` DISCS ,:N'0 THE BED .TO GIVE IT L'-r TO E-,O*NC AND WASHING. THE GOINTRACTOR SHA-' GUARANTrF - "~ t A'-q EN ti"JER r T, : DISTURB 5�`P C'__R W° �,i'FT DOW1[' =HE ` A E'ON AID iN GROWTH I Ifr � =R. A STAND OF GRAS� W WHEN THE ENTIRE STAND -CY = ,'.-C I INCHES HIGH AND WAS R- RE r w �-,TAIN PLAN Do I La I W I AVG. RIP RAP SIZE MAX RIP RAP SIZE APRON THICKNESS 18" 6' 8' 6" 9" 14" 01111 tl1►►fly. 'CN CAF�O SEAS. 15738 = :cq IN ale i c •— C) L a u� �- a f— X < C/) n LQ > �n CN 0 6j X m O O a- W � Q � Q4 O O C I� = E— N 0 Q Q � 0 0 P4 > E_ w o �D � c) o z Q � � C 2 04109.DWG