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Home My WebLink AboutSW8040213_Approved Plans_201410177TM d saki 9 \ i i \ h f Zw♦ 0 ,\♦ \51 r♦ v o\ i �' ♦b = t" I T� i � \ ^� ♦ � a— r r. y STONES BAY PROJECT SITE TLZ KITE A a -� COURTHOUSE BAY DIXON ,_,�� _ ^\\\ SNEADS--- �. — FERRY RD RIFLE RANGE RD. SNEADS FERRY RD. AREA MAP NOT TO SCALE INDEX OF DRAWINGS SHEET TITLE NAVFAC GENERAL INFORMATION G1001 TITLE SHEET 60015553 CIVIL CS002 POST OVERALL STORMWATER PLAN — TLZ KITE 60015555 CS104 SITE PLAN — TLZ KITE 60015559 CS105 SITE PLAN — TLZ KITE 60015560 CS501 EROSION AND SEDIMENT CONTROL NOTES 60015561 SURVEY NOTES KITE} 1. TOPOGRAPHIC SURVEY PREPARED BY C. ALLAN BAMFORTH, JR., ENGINEER— SURVEYOR LTD., DATED JULY 2014. 2. THE EXISTENCE, SIZE AND/OR LOCATION OF UTILITIES ARE NOT GUARANTEED BY THIS SURVEY. UTILITIES SHOWN ARE BASED ON ABOVE GROUND STRUCTURES AND STATION PROVIDED GEOGRAPHIC INFORMATION SYSTEMS DATA. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. 3. ELEVATIONS ARE IN FEET AND REFER TO NORTH AMERICAN VERTICAL DATUM (NAVD) 1988 AND ARE BASED ON CAMP LEJEUNE AND NORTH CAROLINA CONTROL, AND ESTABLISHED WITH GPS. 4. COORDINATES SHOWN REFER TO NORTH CAROLINA STATE PLANE COORDINATES (NAD 1983/2007) AND ARE BASED OFF CAMP LEJEUNE AND NORTH CAROLINA CONTROL AND ESTABLISHED WITH GPS. 5. TEMPORARY BENCHMARK (TBM) IS AN IRON PIN WITH CAP (AS SHOWN ON SHEETS CS002 & CS104), ELEVATION = 7.11, COORDINATES: N307595.7426 E2487209.1295 LEGEND: EXISTING (E.) NEW SPOT ELEVATION xN4T 14.20 CONTOUR -------/0------- -------14------- EDGE OF WATER EDGE OF WOODS GRAVEL GRAVEL TOE OF SLOPE (T.O.S.) — — T.O.S. — — TOP OF BANK (T.O.B.) TO.B. Goldsboro Kinston Dover ew Berm Tusprora Trenton OAK GROVE Seven iCHERRY POINT Mt. Olive Springs Pollocksville r Havelock � tw � /( HIAk Comfort Maysvllie L r aufo Rlctdands t rt J (( Warsaw Jb orshead City Beula\dNe / Jacksonville \ �/ NC?A MagnoNa Verona Rosehtll CAMP LEJEUNE E Dixon O G Wallace Folkston Hot idge Burgaw Words Corner N Hampstead .� Scott HUI P v Acme Delco Wilml on Leland Q; •" Bolton� ♦ VICINITY MAP NOT TO SCALE 2u o 5 � UZI DRAINAGE AREA 6A AREA = 0.20 TBM ELEV. = 7.11 '>r� TD "D" TP n SKIMMER PIPE c2 " " tF r k . �M B TD t t \� w SF TPor � 1 TSB `IN nA" TD "C" TD TP SF TP \ > ` I / DRAINAGE AREA 1 ' AREA = 1.86 SF TP v SF TP ., A It i° DRAINAGE AREA 68 AREA = 0.31 At TP j DRAINAGE AREA 5 AREA = 3.22 DRAINAGE AREA 2�. I \ AREA = 1.44 \ v V r { is I \ \ \\ \\ 'TD #2 ` f ► i- t tll ,•a �.I SKIMMER PIPEPE' 1D SF TP #3A DRAINAGE AREA 3A AREA = 0.29 a'a ' ` -` vv �w_ , I�%'� 1°= DRAINAGE AREA 6C AREA = 0.14 "H" TD Qr I I #313 TSTTP V \\\ v„�. _T•. I %° \ = TSB #5 "LA T® DRAINAGE AREA 38 AREA = 0.76 \ i i \�� (a SKIMMER PIPE DRAINAGE AREA 4 AREA = 0.3210, #4 TST 000 ti 'M" TD DRAINAGE AREA 6D AREA = 0.16 SF TP LAYOUT POINTS NORTHING EASTING ELEVATION DESCRIPTION 307563.88 2487211.34 7.50 PT1 307314.02 2487262.81 11.50 PT2 306957.93 2487472.11 9.60 PT3 306761.58 2487546.97 8.40 PT4 306615.83 2487602.53 8.40 PT5 306479.39 2487654.54 7.96 PT6 307513.00 2487206.10 3.70 PT7 307459.13 2487217.19 3.70 PT8 306894.12 2487327.21 3.30 PT9 306898.44 2487336.23 3.30 PT10 306790.43 2487377.89 2.30 PT11 306774.61 2487390.12 2.30 PT12 306749.86 2487448.03 2.20 PT13 306748.58 2487498.02 2.20 PT14 306518.46 2487566.91 2.50 PT15 306490.68 2487578.23 2.50 PT16 306620.88 2487685.22 2.30 PT17 306555.40 2487709.98 2.30 PT18 306808.63 2487640.95 6.69 PT19 306588.86 2487745.44 6.10 PT20 307424.41 2487173.29 7.20 PT21 307472.50 2487282.09 7.80 PT22 307228.32 2487313.18 10.55 PT23 307137.79 2487201.81 8.82 PT24 307319.52 2487419.05 8.90 PT25 306805.35 2487357.08 6.00 PT26 306737.23 2487409.54 5.50 PT27 306557.33 2487514.81 6.80 PT28 FOR LAYOUT POINT LOCATIONS, SEE SHEETS CS104 & CS105 GRAPHIC SCALE 0 50' 100' 150' 200' 1"=50' NOTES: 1. THE PROJECT DRAINS TO HOLOVER CREEK, CLASSIFICATION SA, H QW. STREAM INDEX 19-41-3-1 2. NO WETLANDS EXIST WITHIN THE PROJECT LIMITS. 3. AREAS SHOWN IN ACRES. EROSION & SEDIMENT CONTROL MEASURES: SF SILT FENCE (NC 6.62) ® TREE PROTECTION (NC 6.05) TSB TEMPORARY SKIMMER SEDIMENT BASIN (NC 6.64) TD TEMPORARY DIVERSION (NC 6.20) CE TEMPORARY CONSTRUCTION ENTRANCE (NC 6.06) 1 `"� y y h N { TP TD DRAINAGE AREA 6A �i AREA = 0.20 TBM All ELEV. = 7.11 $ w b� ' `� TP SF TP -C TD nD" ar / •xis,.. i OUTFALL #1 d 'I ' j 7.60 .B. TD SKIMMER PIPE° i TP SF ~ I /1 `t1 t its t \', A. IV i �t 03� \ib / T t t PZa tit 1D \ i TP \ 2w _ PT21 NO NEW WORK TO EXISTING `h I l.- \ x_� GRAVEL ROAD INTENDED TP SF'Imo. 7.20 � ' �� vN 7 ! \ AC " / DRAINAGE AREA 1 v v AREA = 1.86 \ TP SF / 8.90 \ O �. / r / 10.90 v vv f i j/ `sf PT2 \PT25 \\ _. 111 1\ 4 -\ 20' FROM EDGE OF 1�v t� vv GRAVEL ROAD TO SWALE TYP ., 1 Aa \ \ rj X> \ )el 10.55 i - \ O TP SF t V _ PT23i t LIMITS OF DISTURBANCE / DRAINAGE AREA BOUNDARY A.. i ;` W w- t y ! `-8.53 t „ $ \ § $ ; `� ��1'- o _ TYP. 20' FROM EDGE OF _ WOODS TO TO SWALE TYP. _ i \, i . � � � � i v � NO NEW WORK TO IXISTING GRAVEL ROAD INTENDED o \\- 8. I PT24 \\ ;'� � �! `�, '�.Lrv� �� .e'` \� i ` � �, �� , , i ;� � I ,�' \� P a�•.1 7.67 `1 xis \~tip &8 1 \n TP ( '�," ..u'�`a�\ `?�- �z°`�'i -; `n^`*:"'' i4� \\ 1 ,i`rx,. g. P-• S ,. ._—m �� --� � #�'"�. �l � � 0�� `� •fit nSs t� i �� ?`✓� 1 r r �` �� g �•{�g` ,_ DRAINAGE AREA 5 AREA — 3.22 RAATrw I INF SNI=ET CS105 DRAINAGE AREA 6B AREA = 0.31 s ARM GRAPHIC SCALE 0 25' 50' 75' 100' 1"=25' NEW WORK NOTES: 1. FILL DEPRESSED AREAS FROM GRADING ACTIVITIES. 2. GRADE TO FINAL ELEVATIONS. 3. STABILIZE ALL DISTURBED AREAS. NOTES: 1. REGRADE THE AREA TO FINISHED GRADES INDICATED. 2. DEPRESSED AREAS PONDING WATER SHALL BE PUMPED TO REMOVE ALL PONDED WATER PRIOR TO FILLING / GRADING ACTIVITIES. DISCHARGE PUMPED WATER TO VEGETATED AREAS ADJACENT TO THE DEPRESSED AREAS. 3. THE CONDITION OF THE TLZ AREA IS SUBJECT TO CHANGE WITH EACH TRAINING OR RAINFALL EVENT. THE CONDITIONS SHOWN ON THE PLANS ARE BASED UPON CONDITIONS PRESENT AT THE TIME OF THE SURVEY. THE CONTRACTOR SHALL BE RESPONSIBLE TO EXAMINE THE SITE AND MAKE ALL ALLOWANCE NECESSARY TO BRING THE SITE TO THE ELEVATIONS SHOWN. 4. PROVIDE TOPSOIL AND SEEDING FOR ALL AREAS WITHIN THE LIMITS OF DISTURBANCE AND ANY AREAS DISTURBED BY CONTRACTOR. 5. UP TO 100 CY OF EXCESS MATERIALS RESULTING FROM GRADING OPERATIONS AND MEETING REQUIREMENTS SPECIFIED FOR SATISFACTORY MATERIAL SHALL BE DEPOSITED IN A 40'X40' AREA ON THE PROJECT SITE AS DIRECTED BY THE CONTRACTING OFFICER. THE MATERIAL SHALL NOT EXCEED 2.5 FEET IN HEIGHT. MATERIAL IN EXCESS OF 100 CY SHALL BE DISPOSED OF AS SURPLUS SOIL MATERIAL. 6. THE PROJECT DRAINS TO HOLOVER CREEK, CLASSIFICATION SA, H QW. STREAM INDEX 19-41-3-1 7. NO WETLANDS EXIST WITHIN THE PROJECT LIMITS. 8. THE WORK AREA HAS AREAS WHERE AIRCRAFT BLAST OR TRAFFIC HAS RESULTED IN TOPSOIL NOT BEING PRESENT. BASE BID ON THE DENUDED AREAS COMPRISING 15 PERCENT OF THE TOTAL WORK AREA. EROSION & SEDIMENT CONTROL MEASURES: SF SILT FENCE (NC 6.62) ri TP TREE PROTECTION (NC 6.05) TP TSB TEMPORARY SKIMMER SEDIMENT BASIN (NC 6.64) (JD)TEMPORARY DIVERSION (NC 6.20) TD CE TEMPORARY CONSTRUCTION ENTRANCE (NC 6.06) NOTE: REFER TO SHEET CS002 FOR COORDINATE CONTROL DATA ON LAYOUT POINTS MATCH LINE SHEET CS104 " _� NO NEW WORK TO EXISTING i \ ' ' 1 , ° _ GRAVEL ROAD INTENDED , DRAINAGE AREA 2 8 �w AREA = 1.44p 20' FROM EDGE OF GRAVEL ROAD TO SWALE (TYP.) TP SF _. 7.47 9.46 I � \ PT3 ji \ pNx \ ter• � "."//.��\ � `\ B � ` 4� .. � '� v s�MT v IA r< TP LIMITS OF DISTURBANCE / DRAINAGE AREA BOUNDARY (TYP•) p ,,gib NO NEW WORK TO EXISTING n ��.d� , r t T - TI) T;.,- ` " `�,..., `` = e I ,.% tt I ' R . GRAVEL ROAD INTENDED E D „ G n \ I t PT19\ OUTFALL2 O� W° n _ _ I 6� al �\ _ _mac \ TD Kn\ r I •a, \ All Y \ #3A TST \ \ \ \ _ - _ - 3_ - PT4 i `. ,o xTw = I Pr14 Hill Ip _ ' DRAINAGE AREA 3A�� — I LL. _ —II AREA = 0.29 rLl , T I --- ----- "H" TD I TO _ �F'F27 i J , OUTFALL 13 - 5.37 TP I TD) V / IIN,� t J SF TP 7.49 DRAINAGE AREA 3B 6.65 — — — — — AREA = 0.76 il TP i x 20' FROM EDGE OF WOODS TO SWALE (TYP.) \\ \.\ �V\OVA DRAINAGE AREA 4�> v AREA = 0.32 �� v 'v` ' 6.70TD t 10, "M"low NEW WORK NOTES: 1. FILL DEPRESSED AREAS FROM GRADING ACTIVITIES. 2. GRADE TO FINAL ELEVATIONS. 3. STABILIZE ALL DISTURBED AREAS. NOTES: 1. REGRADE THE AREA TO FINISHED GRADES INDICATED. 2. DEPRESSED AREAS PONDING WATER SHALL BE PUMPED TO REMOVE ALL PONDED WATER PRIOR TO FILLING / GRADING ACTIVITIES. DISCHARGE PUMPED WATER TO VEGETATED AREAS ADJACENT TO THE DEPRESSED AREAS. 3. THE CONDITION OF THE TLZ AREA IS SUBJECT TO CHANGE WITH EACH TRAINING OR RAINFALL EVENT. THE CONDITIONS SHOWN ON THE PLANS ARE BASED UPON CONDITIONS PRESENT AT THE TIME OF THE SURVEY. THE CONTRACTOR SHALL BE RESPONSIBLE TO EXAMINE THE SITE AND MAKE ALL ALLOWANCE NECESSARY TO BRING THE SITE TO THE ELEVATIONS SHOWN. 4. PROVIDE TOPSOIL AND SEEDING FOR ALL AREAS WITHIN THE LIMITS OF DISTURBANCE AND ANY AREAS DISTURBED BY CONTRACTOR. 5. UP TO 100 CY OF EXCESS MATERIALS RESULTING FROM GRADING OPERATIONS AND MEETING REQUIREMENTS SPECIFIED FOR SATISFACTORY MATERIAL SHALL BE DEPOSITED IN A 40'X40' AREA ON THE PROJECT SITE AS DIRECTED BY THE CONTRACTING OFFICER. THE MATERIAL SHALL NOT EXCEED 2.5 FEET IN HEIGHT. MATERIAL IN EXCESS OF 100 CY SHALL BE DISPOSED OF AS SURPLUS SOIL MATERIAL. 6. THE PROJECT DRAINS TO HOLOVER CREEK, CLASSIFICATION SA, H QW. STREAM INDEX 19-41-3-1 7. NO WETLANDS EXIST WITHIN THE PROJECT LIMITS. 8. THE WORK AREA HAS AREAS WHERE AIRCRAFT BLAST OR TRAFFIC HAS RESULTED IN TOPSOIL NOT BEING PRESENT. BASE BID ON THE DENUDED AREAS COMPRISING 15 PERCENT OF THE TOTAL WORK AREA. EROSION & SEDIMENT CONTROL MEASURES: SF SILT FENCE (NC 6.62) TP TREE PROTECTION NC 6.05 TP _DRAINAGE AREA 6C ( ) AREA = Q'14 TSB TEMPORARY SKIMMER SEDIMENT BASIN (NC 6.64) O TEMPORARY DIVERSION (NC 6.20) TD TP SF CE TEMPORARY CONSTRUCTION ENTRANCE (NC 6.06) � f � f, F TP TD „Q" NOTE: SKIMMER PIPE REFER TO SHEET CS002 FOR COORDINATE CONTROL DATA ON OUTFALL W5 LAYOUT POINTS TP SF 5.90 DRAINAGE AREA 6D OUTFALL #4 \ 1%. r AREA = 0.16 GRAPHIC SCALE 0 25' 50' 75' 100' 1"=25' REVISIONS NORTH CAROLINA SEEDING REQUIREMENTS (NC 6.10, 6.11 AND 6.14) TEMPORARY SEEDING RECOMMENDATIONS FOR LATE PERMANENT SEEDING NO. 1CP FOR: WELL -TO POORLY WINTER AND EARLY SPRING DRAINED SOILS WITH GOOD MOISTURE RETENTION: LOW MAINTENANCE SEEDING MIXTURE SEEDING MIXTURE SPECIES RATE LB ACRE) RYE GRAIN 120 THE USE OF ANNUAL RYE GRASS IS PROHIBITED FOR USE IN ANY APPLICATION ANNUAL LESPEDEZA 50 (KOBE IN PIEDMONT AND COASTAL PLAIN, KOREAN IN MOUNTAINS) OMIT ANNUAL LEOPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE. SEEDING DATES MOUNTAINS - ABOVE 2500 FT: FEB. 15 - MAY 15 BELOW 2500 FT: FEB. 1 - MAY 1 PIEDMONT -JAN. 1 - MAY 1 COASTAL PLAIN - DEC. 1 - APR. 15 SOIL AMENDMENTS FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. MULCH APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER SEEDING MIXTURE SPECIES RATE LB ACRE) GERMAN MILLET 40 IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LB/ACRE. SEEDING DATES MOUNTAINS - MAY 15-AUG. 15 PIEDMONT - MAY 1-AUG. 15 COASTAL PLAIN APR. 15-AUG. 15 SOIL AMENDMENTS FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2000 LB/ACRE GROUND AGRICULTURE LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. MULCH APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING" -ASP TETNG, OR A MUlLCH -. ANCHORING TOOL. A" DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TEMPORARY SEEDING RECOMMENDATIONS FOR FALL SEEDING MIXTURE SPECIES RATE LB ACRE) RYE GRAIN 120 THE USE OF ANNUAL RYE GRASS IS PROHIBITES FOR USE IN ANY APPLICATION SEEDING DATES MOUNTAINS - AUG 15-DEC. 15 COASTAL PLAIN AND PIEDMONT - AUG 15-DEC 30 SOIL AMENDMENTS FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2000 LB/ACRE GROUND AGRICULTURE LIMESTONE AND 1000 LB/ACRE 10-10-10 FERTILIZER. MULCH APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE (PIEDMONT AND COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH. SPECIES RATE(LB/ACRE)/ACRE) TALL FESCUE 80 PENSACOLA BAHIAGRASS 50 SERICEA LESPEDEZA 30 KOBE LESPEDEZA 10 SEEDING NOTES 1. FROM SEPT 1. - MAR 1., USE UNSCARIFIED SERICEA SEED. 2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB/ACRE. 3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LB/ACRE. NURSE PLANTS BETWEEN APR. 15. AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15, ADD 25 LB/ACRE RYE (GRAIN). SEEDING DATES BEST POSSIBLE EARLY SPRING: FEB.15-MAR. 20 FEB. 15-APR. 30 FALL: SEPT. 1-SEPT. 30 SEPT. 1-OCT. 31 EROSION AND SEDIMENT CONTROL NOTES 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING DESIGN MANUAL (REVISED JUNE 2006). 2. THE CONTRACTOR SHALL APPLY PERMANENT OR TEMPORARY SOIL STABILIZATION TO ALL DENUDED OR DISTURBED AREAS WITHIN 7 DAYS OF THE LAST LAND DISTURBING ACTIVITY FOR THE PERIMETER DIKES, SWALES, DITCHES AND SLOPES, HIGH QUALITY WATER (HWQ) ZONES AND SLOPES STEEPER THAN 3:1. SOIL STABILIZATION MUST ALSO BE APPLIED TO DENUDED OR DISTURBED AREAS WITHIN 14 DAYS OF THE LAST LAND DISTURBING ACTIVITY FOR SLOPES 3:1 OR FLATTER AND OTHER AREAS WITH SLOPES FLATTER THAN 4:1. SOIL STABILIZATION MEASURES INCLUDE VEGETATIVE ESTABLISHMENT, MULCHING AND THE EARLY APPLICATION OF GRAVEL. BASE MATERIAL ON AREAS TO BE PAVED. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED PRIOR TO OR AS THE FIRST STEP IN CONSTRUCTION. 4. THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES AND STORM OUTFALLS BE INSPECTED WEEKLY (EVERY 7 CALENDAR DAYS) AND WITHIN 24 HOURS OF A .5 INCH RAIN EVENT. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZATION, EVIDENT BY 95% VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF WAY TO THE TOP OF THE BARRIER. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. TO FACILITATE RAINFALL MONITORING A RAIN GAUGE IS REQUIRED TO BE ON SITE. ONCE STABILIZATION HAS BEEN ACCOMPLISHED INSPECTION RECORDS ARE TO BE FORWARDED TO THE GOVERNMENT AND ALL TEMPORARY EROSION/SEDIMENTATION CONTROL DEVICES REMOVED. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS, ANY CHANGES MUST BE APPROVED BY THE STATE PRIOR TO EXECUTION. A COPY OF THE EROSION AND SEDIMENTATION CONTROL PLAN, LETTER OF APPROVAL, AND NPDES CONSTRUCTION PERMIT MUST BE MAINTAINED BY THE CONTRACTOR AT THE ONSITE OFFICE. SOIL AMENDMENTS 5. THE CONTRACTOR SHALL LIMIT SITE ACCESS BY CONSTRUCTION VEHICLES TO ENTRANCES PROTECTED APPLY 3,000-5000 LB/ACRE GROUND AGRICULTURAL BY A STONE CONSTRUCTION ENTRANCE, SEDIMENT SHALL BE REMOVED FROM PAVED AREAS ON A LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) DAILY BASIS. AND 1,000 LB/ACRE 10-10-10 FERTILIZER. 6. STOCKPILES OF SOIL AND OTHER ERODIPLE MATERIALS SHALL BE STABILIZED OR PROTECTED WITH MULCH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT AND PERMANENT STABILIZATION FOR STOCKPILES ON SITE AS WELL AS FOR MATERIALS TRANSPORTED COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW FROM THE PROJECT SITE. BY TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK 7. THE CONTRACTOR SHALL MONITOR AND TAKE PRECAUTIONS TO CONTROL DUST INCLUDING (BUT NOT WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS LIMITED TO) USE OF WATER, MULCH, OR CHEMICAL DUST ADHESIVES AND CONTROL OF CONSTRUCTION A MULCH ANCHORING TOOL. SITE TRAFFIC. MAINTENANCE 8. EFFLUENT FROM DE -WATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED IF GROWTH IS LESS THAN ADEQUATE, REFERTILIZE IN SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY THE SECOND YEAR, ACCORDING TO SOIL TESTS OR AFFECT ADJACENT PROPERTIES, WETLANDS. WATERWAYS OR THE STORM DRAINAGE SYSTEM. TOPDRESS WITH 500 LB/ACRE 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE 9. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF ANY ADDITIONAL CONTROL MIXTURE. RESEED, FERTILIZE, AND MULCH DAMAGED MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED NECESSARY BY THE AREAS IMMEDIATELY. WATER AS NECESSARY TO PLAN APPROVING AUTHORITY. MAINTAIN ADEQUATE MOISTURE IN THE ROOT ZONE. DURING THE GERMINATION PROCESS, SEED IS TO BE 10. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE NOT TO BE REMOVED UNTIL ALL KEPT ACTIVELY GROWING. IMMEDIATELY AFTER TURFING, DISTURBED AREAS ARE STABILIZED. AFTER STABILIZATION IS COMPLETE. ALL MEASURES SHALL BE PROTECT AGAINST TRAFFIC AND OTHER USE. REMOVED WITHIN 30 DAYS. TRAPPED SEDIMENT SHALL BE SPREAD AND SEEDED, 11. ANY SEDIMENT THAT HAS BEEN TRANSPORTED BEYOND THE PROJECT LIMITS SHALL BE REMOVED. RESPONSIBLE MAINTENANCE CONTACT: NEAL PAUL DEPUTY PUBLIC WORKS OFFICER 910-451-2213. 12. ALL BORROW MATERIAL SHALL BE PROVIDED FROM AN APPROVED BORROW PIT. ALL SOIL WASTE SHALL BE TRANSPORTED OFF GOVERNMENT PROPERTY TO AN APPROVED LANDFILL. -_ _ 13: MINIMIZE THE AMOUNT OF EXPOSED AREAS DURING CONSTRUCTION. MAXIMUM AMOUNT OF EXPOSED AREA SHALL BE 23.7 AC (EMU) / 8.80 AC (KITE). CONSTRUCTION SEQUENCE: (EMU/OAK GROVE & KITE 1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS. 2. CONTRACTOR SHALL CONTACT NORTH CAROLINA DEPARTMENT OF THE ENVIRONMENT AND NATURAL RESOURCES (NCDENR) PRIOR TO CONSTRUCTION. 3. HOLD PRECONSTRUCTION CONFERENCE WITH PUBLIC WORKS OFFICER 910-451-2213 AT LEAST ONE WEEK PRIOR TO CONSTRUCTION. 4. FIELD MARK THE LIMITS OF DISTURBANCE AND INSTALL PERIMETER SEDIMENT FENCE, AND TREE PROTECTION. 5. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AND SEDIMENT BASINS. 6. INSTALL SWALES AND TEMPORARY DIVERSION DITCHES. 7. CLEAN OUT SEDIMENT BASIN WHEN THE STORAGE CAPACITY IS REDUCED BY 50%. 8. COMPLETE SITE IMPROVEMENTS AS INDICATED. 9. STABILIZED ALL DISTURBED AREAS IN ACCORDANCE WITH THE PROJECT VEGETATION PLAN. 10. RESEED AS NECESSARY TO ESTABLISH FINAL VEGETATION. 11. REMOVE SEDIMENT BASIN AND TEMPORARY DIVERSION DITCHES. REESTABLISH AND FINALIZE ALL PERMANENT SWALES. STABILIZE DISTURBED AREAS. 12. TEMPORARY EROSION FEATURES SHALL BE INSPECTED PER THE EROSION AND SEDIMENT CONTROL NOTES. 13. REMOVE TEMPORARY EROSION CONTROL MEASURES AT THE END OF CONSTRUCTION PER THE EROSION AND SEDIMENT CONTROL NOTES. C. ALLAN BAMFORTH, JR. ENGINEER -SURVEYOR, LTD. NORFOLK, VIRGINIA DES. CAB DR. CAD ��' I CHK. ALB SUBMITTED BY: X DESIGN DIR. X - SE = _n 02 APPROVED: PWO OR OICC C ° X SATISFACTORY TO: 08-15-14 APPROVED CS501 DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND MARINE CORPS BASE EROSION REPAIRS, TLZ KITE EROSION AND SEDIMENT CONTROL NOTES DATE SIZE CODE (DENT. NO NAVFAC DRAWING NO. F n 60015561 soo DATE CONST. CONTR. NO. N40085.r14-B-0110 SCALE: GRAPHIC I SPEC. 05-14-0110 1 SHEET 9 OF 12 ON DEBRIS DISPOSAL SITE/ AREA FOR SURFACING STONE / i PROJECT AREA 'r puoct�s vt. J eT EME�A GF,. , o° G R.y P . P 6000 0 6000 12000 SCALE OF FEET OVERALL PROJECT LOCATION MAP US, MARINE CORPS BASE CAMP LEJEUNE) NC Goldsboro » into ew Tusc Bern � arora Trenton OAK GRDVE cA1- �s � even Springs ■ CHERRY POINT i t. Alive Potlocks0le veloc � Otwo Pink HitI Warsaw Comfort MnysMaysvilleHp Richlands 11 r _ nufor ' ehead Ci ' Beutavilte Jacksonvil Magnolia Fy, ' Vero - wansboro N Rosehitl, ): P Wallace Dixon C MP LEJEUNE O (. Folksto 1 y RidgeBurgaw Words Corn V g^A/ 1 9 SeJJH//nnpstead A\ tt MI a P Acne Delco t"*16 Bolton Leland Witnington A, i' Q' VICINITY MAP — CAMP LEJEUNE, N.C. U HAW lh� MUCT AREA "T(J COMBAT M M AZ DODO � PROTECT AREA -� SITE KEY MAP — TLZ HAWK AND TLZ DODO EROSION REPAIRS — HB, Fib, IA & IE TRAINING AREAS LEGEND EXISTING NEW - — — — — — - EDGE OF ROAD TREE LINE CLEARING LIMIT -CL- 1. DISTURBED AREA LIMIT ------- 9-- - CONTOUR 97 ABBREVIATIONS CMP CORRUGATED METAL PIPE ELEV. ELEVATION STA. STATION IBM TEMPORARY BENCHMARK TYP, TYPICAL SPECIAL ENVIRONMENTAL NOTICE AREAS ADJACENT TO THE PROJECT SITES CONTAIN ENDANGERED SPECIES COLONY BUFFER ZONES. PROJECT CONSTRUCTION VEHICLES AND PERSONNEL SHALL NOT TRAVEL ON, WORK IN, DISTURB, OR USE ANY AREAS OUTSIDE OF THE PROJECT LIMITS. INDEX OF DRAWINGS SHEET NUMBER TITLE CS COVER SHEET C1 OVERALL SITE PLAN - HOLOVER CREEK ROAD C2 PLAN & PROFILE - HOLOVER CREEK ROAD C3 PLAN & PROFILE - HOLOVER CREEK ROAD C4 PLAN & PROFILE - HOLOVER CREEK ROAD C5 PLAN & PROFILE - HOLOVER CREEK ROAD C6 OVERALL SITE PLAN - TLZ KITE C7 OVERALL SITE PLAN - TLZ DODO C8 OVERALL SITE PLAN - TLZ HAWK C9 DETAILS HMOVER CREEK ROAD PMCT AREA � l SCALE: NOT TO SCALE SITE KEY MAP — HOLOVER CREEK ROAD 90% SUBMITTAL CS VOLTS ENGINEERING, P.A. DEPARTMENT of THE RAW NAVAL MIMES ENC.REn M. cbMMANo .O. BOX 15564, NEW BERN. NC 2856 M A R I N E C O R P S B A CC' 252)633-0068, FAX (252)633-6507 CAMP LEJEUNE. NORTH CAROLINA IDES.EROSION REPAIRS - HB, HF, IA DR.R.R.R. WN CHK. J.C. AVQLIS P.E. & IE TRAINING AREAS SUBMITTED BY: DESIGN DIR. COVER SHEET APPROVED: PWO OR OICC DATE SIZE ODE [DENT. NO NAVFAC DRAWING NO. SATISFACTORY TO: DATECONTR.— — — SCALE: NOTED SPEC. 05-03-1952 SHEET i OF 10 SCHEDULE OF EROSION AND SEDIMENTATION CONTROL ACTIVITIES MAINTENANCE -PLAN 1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES WILL BE CHECKED FOR GENERAL CONSTRUCTION NOTES: 1. THE INTENT OF THIS PROJECT IS TO GRADE THE EXISTING TACTICAL LANDING ZONE (TLZ) AREAS TOTAL PRUCT AREA - 564.937 SF. 1300t ACRES 1. OBTAIN APPROVED EROSION CONTROL PLAN. STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL TO ELIMINATE THE IRREGULARLY GRADED SURFACES AND TO PROVIDE THE TOTAL AREA s 46050 SF, 1&70t ACRES 2. REVIEW EROSION CONTROL PLAN AT PRECONSTRUCTION CONFERENCE. EVENT BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED CONVEYANCE OF STORMWATER RUNOFF FROM THE SITE IN A CONTROLLED MANNER 3. INSTALL SILT FENCING. 4. PERFORM CLEARING AND GRUBBING TO REMOVE BRUSH VEGETATION 4. REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL DEVICES IN THE OPERATIONAL CONDITIONS INTENDED. TO THE SURROUNDING AREAS TO PREVENT EROSION AND SEDIMENTATION. 2. THE CONTRACTOR SHALL OBTAIN ALL OF THE FILL NEEDED TO COMPLETE THE Ham- NO SECTION S EXIST WMW 1W PERFORM FILLING AND GRADING AS INDICATED. 2• ALL AREAS WILL BE FERTILIZED, SEEDED, RESEEDED AS NECESSARY, AND PROJECT IN EXCESS OF THAT GENERATED FROM ON SITE GRADING ACTIVITIES' 6. STABILIZE AND SEED ALL AREAS NOT TO BE FURTHER DISTURBED BY MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER FROM THE GOVERNMENT BORROW PITS INDICATED ON THE PLANS. CONSTRUCTION ACTIVITIES WITHIN 10 CALENDAR DAYS OF THE COMPLETION TO ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 3. THE CONTRACTOR SHALL NOT COMPLETE ANY CLEARING OR GRUBBING OF LAND DISTURBING ACTIVITIES. 7. ADDITIONAL MISCELLANEOUS EROSION CONTROL MEASURES MAY BE ANY SEDIMENT TRACKED ONTO THE ADJACENT ASPHALT ROAD SHALL BE REMOVED ON A DAILY BASIS. ACTIVITIES OUTSIDE THE DESIGNATED PROJECT CLEARING LIMITS. 4. ALL AREAS WITHIN THE PROJECT BOUNDARY NOT COVERED WITH GRAVEL SHALL REQUIRED WHEN DEEMED AS NECESSARY BY THE CONTRACTING OFFICER OR THE NCDENR'S LAND QUALITY SECTION. 3. ANY SEDIMENT TRACKED ONTO THE PAVED ROADS SHALL BE REMOVED SHALL BE PREPARED, SEEDED, AND STABILIZED IN ACCORDANCE WITH THE 8. REMOVE SILT FENCING ONCE VEGETATION IS 95% ESTABLISHED. ON A DAILY BASIS. 4. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING PROJECT VEGETATION PLAN. SEE DETAIL C, SHEET C9. SPECIAL CONSTRUCTION NOTE: WHEN THE SEDIMENT ACCUMULATES TO A DEPTH OF SIX INCHES. 1. THE EXISTING FLOODED AREA SHALL BE PUMPED DRY TO ALLOW GRADING TO BE COMPLETED AS SHOWN. PROVIDE DISCHARGE TO EXISTING SWALE IN AREA OF NEW FLASHBOARD RISER. EXISTING VEGETATION TO REMAIN LIMIT OF DISTURBED AREA EXISTING BANK FILL AND FORM SLOOPE 1 /�!/��'/�, �\ �/\\//\�/ , //x//x j NEW FIIJiSHED GRADE /�A/AA/�Aj�AA/V��Aj/VA/� /V N—,-"vV�' s�,&-iO A \ v A \V �\%\/�/%�//%\//%\ ��//ice//%�// EXISTING GRADE BANK REGRADING BANK AREA SFF 0 NOT TO SCALE �1005�� H7S 104 � �\ t PROJECT LIMITS �- • � 0, BA NK AREA w/ o i I j EXISTING VEGETATION/ U, G tiRO��O ij. % 9g �\ 1 �XiS �/"� - \ \ \_ ._.__, ` / SNE�� IO f Ei REMOVED THIS �/0 \ REGRADE j\N�x - ` REGRADE fXlSTI \S 1 ` l _ AREA. \ �� 9� ':K AREA StiE ' „� ,_� ��.��_vs✓-'L...azt- 1,xuv i 1 �{ __..,,.e ,..1 / A_ i �_t, t EXISTING-VEGET Tee BE REMOVEDD TkJIS / f PROJECT LIMN REA. 9� o \\ Off' Z� \� \ YYYYYYYYYYY YYYY YYY EXISTING VEGETATION T PROJECT LIMITS REAE REMOVED THIS - r XISTING VEGETATI� BE REMOVED THI Jill 30' VE TAON BOFFER H /.�°s� � � TO REM r EXISTING FLOODED -AREA - SERE SPECIAL. -CONSTRUCTION NOTE 1. t �� EXISTit� VEGETAT �C c �� 1� —� TO B REMOVE.0000, THIPAREA. / J �� r CLEARINGlAMIT �.. 30' VEPE ATION BUFFER �� - ;_�►� j TO -REMAIN EXISTING DIRT /GRAVEL PROJECT LIMITS �� -, �/ TRAIL TO REMAIN. NO WORK TO BE PERFORMED ON TRAIL. FLASHBOARD RISER I rA SILT FENCE C1 C2 360f LF 1 C6 C9 INLET / OUTLET PROTECTION E C6 C9 REVISIONS EXISTING DIRT TRAIL TO REMAIN RpgO TBM - MAC NAIL IN EDGE OF PAVEMENT ELEV. = 99.55' APPROVED EXISTING OUTLET SWALE VOLTS ENGINEERING, P.A. °E"»`"T"E"T OF THE NAVY HANK cAcanrcs 0+0PIEEmNc cow.Arro P.O. BOX 15564. NEW BERN, NC 2856 MARINE CORPS BASE i 252)633-0068, FAX (252)633-6507 CAMP LEJE N RT N DES. EROSION REPAIRS HB, HF, IA DR. R.R. WNS & IE TRAINING AREAS CHK. J.C. AVOLIS P.E. SUBMITTED BY: GRAPHIC SCALE DESIGN DIR. OVERALL SITE PLAN - TLZ KITE 50 0 25 50 /0D 20D APPROVED: PWO OR OICC DATE SIZE ODE (DENT. NO NAVFAC DRAWING NO. A SITE GRADING & EROSION CONTROL PLAN C3 C3 =50' � F 80091 *�*** * SCALE 1" _ _ 1N FEET SATISFACTORY TO: DATE ' i" = 50* SCALE: NOTED SPEC. 05-03-1952 SHEET 7 OF 10 = 795,150 SF, 18.25± ACRES ED = 269,800 SF, 6.2± ACRES NOTE: NO SECTION 404 WETLANDS EXIST WITHIN THE PROJECT BOUNDARY. 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'r,��:, ,&',,�, 11�1_111,V'11`1�'l - llll'.;_�,11,11'110 I N 31310W ,* oms 1"M � , � _, " , . �� , � I , 1 - g, , _ " � �, �� ,V I _, , I , �l 't, . _4 _ "I "I - I I , �� .11 �, I � ', , , " , - 7 - "" , ,� " , '. - I , , - , , � ' "" �, , -, _� � ,, , W , ,; I ........ 11 ,, I . , 1% - ,�, * , .- r) ; �`, , . I I , 1, .1 ... r, , '"' , i " , � �_� -w - - 0 _� � ,�, � �11111111 ��,�� r, , �',�,,$�-',�� , -� "�,w,;� i M-I "' ,�A"',',,',%,w � - P w, ,.;-,, I'll, 7' " - 11 ,,�",�,��',�,��,,�.-'-.-,'��,��x �� I, ,r . I 1, , � ,t, 'r � "'t , , r ,�, .� , " _ - I " � (Z) OVERALL SITE PLAN - TLZ DODO _1 \\� IV, SCALE: 1"=50' GRAPHIC SCALE �o ? 2� 50 '100 no ( IN FEET ) 1 inch = 50 ft REVISIONS GENERAL CONSTRUCTION NOTES: 1. THE INTENT OF THIS PROJECT IS TO FILL AND GRADE A PORTION OF THE EXISTING TLZ DODO SITE AND TO ESTABLISH A PERMANENT VEGETATIVE COVER ON BARREN AREAS. 2. NO TREES GREATER THAN 2- IN CALIPER SHALL BE REMOVED WITHIN THE SITE. THE CONTRACTOR SHALL NOT COMPLETE ANY CLEARING OR GRUBBING ACTIVITIES WITHIN OR OUTSIDE THE DESIGNATED PROJECT LIMITS. NO AREA OUTSIDE THE PROJECT LIMITS SHALL BE DISTURBED IN ANY MANNER. 3. ALL AREAS WITHIN THE PROJECT LIMITS INDICATED TO BE VEGETATED SHALL BE PREPARED, SEEDED, AND STABILIZED IN ACCORDANCE WITH THE PROJECT VEGETATION PLAN. SEE DETAIL C, SHEET C9. EROSION CONTROL NOTES: SCHEDULE OF EROSION AN SEDIMENTATION CONTROL ACTIVITIES 1. INSTALL INLET / OUTLET PROTECTION. 2. PERFORM FILLING AND GRADING AS INDICATED. 3. STABILIZE AND SEED ALL AREAS NOT TO BE FURTHER DISTURBED BY CONSTRUCTION ACTIVITIES WITHIN 10 CALENDAR DAYS OF THE COMPLETION OF LAND DISTURBING ACTIVITIES. 4. RE -SEED AS NECESSARY TO ESTABLISH FINAL VEGETATION. 5. ADDITIONAL MISCELLANEOUS EROSION CONTROL MEASURES MAY BE REQUIRED WHEN DEEMED NECESSARY BY THE CONTRACTING OFFICER OR THE NCDENR'S LAND QUALITY SECTION. 6. REMOVE SILT FENCING AND GRAVEL CONTROL ENTRANCE ONCE VEGETATION IS 95% ESTABLISHED. MAINTENANCE PLAN 1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL EVENT BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL DEVICES IN THE OPERATIONAL CONDITIONS INTENDED. 2. ALL AREAS WILL BE FERTILIZED, SEEDED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ANY SEDIMENT TRACKED ONTO THE ADJACENT ASPHALT ROAD SHALL BE REMOVED ON A DAILY BASIS. 3. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING WHEN THE SEDIMENT ACCUMULATES TO A DEPTH OF SIX INCHES. WEML awaffikwL HIM AREAS ADJACENT TO THE PROJECT SITES SPECIES COLONY BUFFER ZONES. PROJECT CONSTRUCTION VEHICLES AND PERSONNEL SHALL NOT TRAVEL ON, WORK IN, DISTURB, OR USE ANY AREAS OUTSIDE OF THE PROJECT LIMITS. � 90% SUBMITTAL C7 AVOLIS ENGINEERING, P.A. WARTWENT Of nW MVY WAL FACUM 0lWXMKG COMMMO P.O. BOX 15564, NEW BERN, NC 28561 MARINE CORPS BASE 1(252)633-0068. FAX (252)633-6507 CAMP LEJEUNE, NORTH CAROLINA !DES. J.K. AVOLIS, P.E. EROSION REPAIRS H8, HF, IA DR. R.R, DOWNS & IE TRAINING AREAS CHK. J.C. AVOLIS, P.E. - SUBMITTED BY: DESIGN DIR. I OVERALL SITE PLAN — TLZ DODO DATE SIZE ODE IDENT. NO NAVFAC DRAWING NO * ******* SATISFACTORY TO: DATE CONSTR. CONTR. NO. N62470-03-0-1952 . SCALE: NOTED I SPEC. 05-03-1952 1 SHEET 8 OF 10 REVISIONS SYM DATE A PROVED GENERAL CONSTRUCTION NOTES: 1. THE INTENT OF THIS PROJECT IS TO STABILIZE EROSION IN THE EXISTING TLZ HAWK SITE BY ESTABLISHING PERMANENT VEGETATIVE COVER ON BARREN AREAS. 2. THE ENTIRE TLZ HAN AREA SHALL BE VEGETATED TO THE LIMITS SHOWN. NO CLEARING, GRUBBING, OR GRADING ARE REQUIRED ON THE PROJECT SITE OTHER THAN TO SCARIFY THE SOIL SURFACE FOR SEED BED PREPARATION AS SPECIFIED IN THE PROJECT SPECIFICATIONS. 3. ALL BARREN AREAS BETWEEN EXISTING VEGETATION AS WELL AS OPEN BARREN AREAS SHALL BE VEGETATED. 4. NO AREA OUTSIDE THE PROJECT LIMITS SHALL BE DISTURBED IN ANY MANNER, 5. ALL AREAS WITHIN THE PROJECT LIMITS INDICATED TO BE REVEGETATED SHALL BE PREPARED, SEEDED, AND STABILIZED IN ACCORDANCE WITH THE PROJECT VEGETATION PLAN. SEE DETAIL C, SHEET C9. EROSION CONTROL NOTES: SCHEDULE OF EROSION AND SEDIMENTATION CONTROL ACTIVITIES 1. STABILIZE AND SEED ALL AREAS. MF mw !;g W �A 2. RE -SEED AS NECESSARY TO ESTABLISH FINAL VEGETATION. Kit w I �l _0111 & 3, ADDITIONAL MISCELLANEOUS EROSION CONTROL MEASURES MAY BE K, hef" o �t, 4v �;N Nll�t AM '-w'"r v',�,; vfI �l REQUIRED WHEN DEEMED NECESSARY BY THE CONTRACTING OFFICER OR ."Aa I-N _w, I -�mnn 0 mw7 wk 5 e 'Mg `0 s Lh, g 110A THE NCDENR'S LAND QUALITY SECTION. r 2e a 4w, �Rlll 11-1, 1 *N� - �rA MAINTENANCE PLAN N Fl, ALL AREAS WILL BE FERTILIZED, SEEDED, RESEEDED AS NECESSARY, AND 19, q, Al 1� V0, AllW� �7 J, N';y"',F,�vj�o,,, - TO ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ANY SEDIMENT TRACKED ONTO THE ADJACENT ASPHALT ROAD SHALL BE A C q; ;,� V IV f y MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER wY 0" 74 01, e REMOVED ON A DAILY BASIS. 'oa 6 11A, R 'AN Opp SIR s A '6_ RIMA, MR �AANN, w COURTHOUSE BAY TRAINING AREA SUMMARY. t TOTAL PROJECT AREA 4,104,420 SF, 94J: ACRES N - "r, f�V NOTE: All", NO SECTION 404 WETLANDS EXIST WITHIN THE 210, p- "o PROJECT BOUNDARY. A 40 BE VMAIM tAQ - "', , . i �,f, A Z4,& , , __ , " , " _�;, -, 1�� W , - 1. � , � 1�, - "',- "', I vi, NO VWEMTAW % Al, '10 10 OF,& SW e'A 0 ze low" P'W� -4; LUT WQETAfkAEft4 WK —NO METAM WIN OF DOM; SAND M" g LIM gm--- - 4�1;, r 41.-1 40 2(f OF MAU! ROAD No 7, low zy, ol T� !00� � ie,4 t5, W, 4P" V�- % P MIAltu '/AREA TO BE lot-` 1W Frff I � — —1 _�k, --- --m � -A 4T A of" m 101141� GMM ROAD 441 4T AIN gg' gly! "W Wl,"I"42 W 0 R p em.n "g w 'o 40 , rSk Awwo A, WTA7M .N gl __ AD OF SAKO 1PIM 0 A. q. w If W& 'A ;g-o ll,wllll of 1, w', o 0, %*w- 'A R+� ir-0 IRA. R 0, 'gr Vb �4 *w` 90% SUBMITTAL C8 AVOLIS ENGINEERING, P.A. DEPARTMW OF THE HAW NAVAL FACX=S ENGOMEMM COMMAND P.0- BOX 15564, NEW BERN, NC 28561 MARINE CORPS BASE (252)633-0068, FAX (252)633-6507 CAMP LEJEUNE, NORTH CAROLINA DES_ J.K. AVOLIS, P.E. EROSION REPAIRS HB, HF, IA OVERALL SITE PLAN DR. R.R. DOWNS & IE TRAINING AREAS CHK. J.C. AVOLIS, P.E. SCALE: 1"--200' SUBMITTED BY: W GRAPHIC SCALE DESIGN DIR. OVERALL SITE PLAN TLZ HAWK 20D 0 100 200 4W wo I APPROVED: PWO OR OICC DATE SIZE ODE IDENT NO NAVFAC DRAWING NO. mmmm_ mmmm� (IN FEET) F 80091 CONSTR. CONTR. NO. N62470-03-B-1952 I inch = 200 ft 1,.SATISFACTORY TO: DATE -El SCALE: NOTED I SPEC. 05-03-1952 SHEET 9 OF 10 LIMITS PROJE PLAN EXISTING VEGETATION TO REMAIN VARIES RESESTABLISH VEGETATION THIS AREA A TYPICAL CROSS SECTION-HOGPEN ROAD C2 C9 NOT TO SCALE C3-CS SELF ANCHORING METAL POST @ 6' O.C. MAX 12 GUAGE 6 X 6 WIRE MESH 3' FILTER FABRIC 8 FLOW 3' i B SILT FENCE C2 C9 NOT TO SCALE C3-05 VEGETATIVE SEEDING AFTER COMPLETION OF GRADING ACTIVITIES AND THE CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL BE SEEDED TO THE FOLLOWING SPECIFICATIONS: SEED BED (JANUARY THROUGH DECEMBER) LIME 1-1/2 TON PER ACRE FERTILIZER 1/2-TON PER ACRE TEMPORARY SEED (JANUARY THROUGH DECEMBER) TO BE PROVIDED IN ADDITION TO OTHER SEEDS LISTED RYE GRAIN 50 LBS PER ACRE SWITCH GRASS 9 LBS PER ACRE APRIL THROUGH NOVEMBER: ATLANTIC COASTAL PANIC GRASS 8 LBS PER ACRE EASTERN GAMMA GRASS 8 LBS PER ACRE BROWNTOP MILLET 5 LBS PER ACRE DECEMBER THROUGH MARCH: LADINO CLOVER 3 LBS PER ACRE PARTRIDGE PEA 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. C VEGETATION PLAN C2 C9 NOT TO SCALE C3-05 PROJECT WORK AREA FILL AREA -VARIES VARIES RESESTABLISH GL OF IMPROVED ROAD VEGETATION THIS AREA 20' ( TYP. ) TINTING THIS AREA 3 LIMITS OF DISTURBANCE PRJECT LIMITS -SEE PLAN 00 \% \- 8" THICK RECYCLED STONE SURFACING COMMON FILL TO ELEVATE ROAD BED AREA TO STONE SUBGRADE ELEVEVATION PROVIDE COMMON FILL THIS AREA TO LEVEL DEPRESSION/RUT TO BE LEVEL WITH NATURAL GROUND LEVEL ON ALL SIDES. SEE PROJECT PLAN FOR APPROXIMATE AREAS. f-- 2D -'1 opopo 0 0000 o ° 0 ° 0 6" LAYER OF COARSE AGGREGATE o ° 0 ° OVER 12" LAYER OF STONE BASE 00000 COARSE 50' 00000 0 0 0°0°'0 10 00000 O O O°o°o°0 _ 10' EDGE OF EXISTING -� SAND/GRAVEL ROAD NOTE: PROVIDE IN ACCORDANCE WITH THE NORTH CAROLINA SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL. D GRAVEL CONTROL ENTRANCE C2 C9 C5 O 0 Op °pp°0060 CMP O p 0 po 000 0 0 0 Op pp00 0 00 0 O 0 06 O°O°0O 0p00 0 A 00 °o Do - AS INDICA oo O o W oo RIP RAP 0 �o 0 00 0 0 0 00 00 0 0 00 ° oOOp 00 O 00 000 O o0 00 00�°00� 00000 PROVIDE 2x12 BOARD(S) ACROSS CMP 1/3 MIN. HEIGHT OF INLET FACE OF PIPE TO PREVENT SEDIMENT FROM ENTERING PIPE. REMOVE AFTER VEGETATION IS ESTAB (SHED La D0 AS INDICATED 6" RIP RAP-\ FILTER FABRIC o000o p oo oo0oop�oo°oo SECTION A -A 14" Do La I W AVG. RIP RAP SIZE I MAX RIP RAP SIZE I APRON THICKNESS 15"-18" 6' 8' 6" 9" 114" NOTE: 1. PLACE STABILIZATION AT ALL CULVERT INLETS & OUTLETS INDICATED. 2. EXCAVATE BELOW CHANNEL AND WIDEN CHANNEL TO THE REQUIRED DEPTHS. 3. PLACE FILTER FABRIC ON PREPARED BOTTOM AND SIDES. OVERLAP ALL JOINTS 1'-O". E INLET/OUTLET PROTECTION C5 C9 NOT TO SCALE t 25' 6X6 W4.004.0 WWF /lr n� aQ a. . p . • - • ^ SLAB CROSS SECTION A -A CL PIPE CROSSING AND CONCRETE SLAB WC9NOT NCRETE SLAB AT PIPE CROSSING CTO SCALE C5 I-iMii OF DISTURBLD AREA 2' MIN COMPACTED '-',Of[ — z Ei' l YP. CONSTRU' ON NOTES: 1. SHAP- )IVERSION DITCH AND BFRM TO DIMFNSI SI]OWN. 2. JIAIN DIVERSION DITCH ON SITE UNTIL 95% MINiT VLGUAIION COVER HAS [3EEN LSTABLISIILD. 3.REGRADE DIVERSION DITCH TO NATURAL GRADE AND VELETA IN ACCORDANCE WITH PROJECT VL' EA110N PLAN AFTER SITE VEG, !ION IS FSTABUSHED �DIVTRNON DITCH C1 C9 NOT TO SCALE C2 96" O.C. 1" CHAMFER (TYP.) 8X8 SPT WOOD POST 0.8 PCF CCA RETENTION 00 PAINTED TRAFFIC YELLOW f- 2500psi CONCRETE gC9HTRAFFIC DETERRENT POST NOT TO SCALE C2 SURFACING 12" CORRUGATED METAL PIPE `o 0000000 12" 000000000°0 0000000 000000v PLAN ao000o00 oa- 000o., 00o0o0oaaooao0o 0000�� RIP RAP OUTLET PROTECTION INV. OUT=88.5 FILTER FABRIC TO 10' N r SQUARE 12" 12" TOP OF GRAVEL TRAIL 24" CORRUGATED METAL PIPE FLASHBOARD RISER SEE ENLARGED PLAN VIEW BELOW S RIM ELEV. = 93.0 1 1 --*- II I MAX. WATER LEVEL 12" CORRUGATED METAL PIPE PROFILE 3/4" x 3/4" x 1/4" TUBING (FRICTION WEDGE) C 3" x 2" x 1 4". TYPICAL TOP AND BOTTOM OF FRAME. W 6" x 4" x 1 /4" C 3" x 2" x 1/4". TYPICAL BOTH SIDES. 2" x 4" TREATED WOODEN FLASHBOARDS 2.0 CCA RETENTION CORRUGATED METAL PIPE CONCRETE BALLAST tivvtrci = aa.v 3' 1 CONCRETE BALLAST 4833CORRUGATED METAL PIPE L&O//TH SIDES//-1/4"' TYPICAL (FRICTI4' xON3WEDGE)1/4" TUBING 2" x 4" TREATED I WOODEN FLASHBOARD /) 2.0 CCA RETENTION C 3" x 2" x 1/4". TYPICAL TOP AND BOTTOM OF FRAME. NOTE: CONSTRUCTION IS THE SAME AT BOTH SIDES. TUBING 12" CORRUGATED J - METAL PIPE 24" CORRUGATED A METAL PIPE CUT WELD IN HALF \ NOTE: ALL WELDS ARE CONTINUOUS PLAN 1 /4" FILLET WELDS. FLASHBOARD RISER C6 C9 NOT TO SCALE C2 ' 6 SECTION A -A A