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Home My WebLink AboutSW8040619_APPROVED PLANS_20200101STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW�O�6 DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYMMDD STORMWATER DIVISION CODING SHEET .10INSM.E. PERMIT NO. DOC TYPE ❑ FINAL PERMIT ❑ MONITORING REPORTS ❑ APPLICATION ❑ COMPLIANCE ❑ OTHER DOC DATE ❑ YYYYM M DD e LIST OF DRAWINGS CIVIL Cover C1 Existing Survey C2 Demolition Plan C3 Layout Plan C4 Utility Plan CS Erosion Control Plan CS Grading and Drainage Plan C7 Erosion Control Details C8 Site Details C9 Site Details SITE LOCATION MAP Jacksonville, NC Sept. 10, 2004 DWQ Comments BULLA SMITH DESIGN ENGINEERING 1347 Harding Place Suite 201 Charlotte, NC 28204 OO 704*333.3 122 T7043318252 t NORTH CAROUNA ENVIRONMENTAL NAAAAGF3%'TNT COMMISSION Topographic Survey of Proposed "Burger King Site; Camp leseune N.C. For: Bulla Smith 1351 East Morehead Street Charlotte, N.C. 28204 Phone: (704) 333-3122. Fax: (704) 333-8252 CHAS e He SELLS 9 INC. CONSULTING ENGINEERS, SURVEYORS. AND PHOTOGRAMMETRISTS 128 OVERHILL DRIVE. SUITE 105 MOORESVILLE, NC 28117 PHONE: 704.662.0100 FAX: 704.662.0101 WWW.CHASHSELLS.COM Tax Parcel Number Drawn By ate of Field Survey Field Book Job No. 000 LDS June 2. 2003 000 036173 Checked By Date Drwg. No. File Name LDS June 3. 2003 1 of 1 036173 Wooded wooded co \ \ \ 1 1 I 1 , 1\ \ / '0 \1 \ \ \ woodeb 1 \1 1 \ \ 1 \ // wooded \ \ \ \ \ \ \ EXISTING R RELEAS ELVES \ i2 M a 0A 0` W Rim = 3817 \\ I \\ \\ \ \ \ \ // / \\ 1" Oak --- _-__ � at" TreepCj AMV" Oak ��' 1.E. = 33.70 �' 1 I I \ \\---� 2/74ee `\ I volleyb „ \------- - _ _' ice/ // I \\ �/ 9��/ ice' // \ 33 - / Q 1 Oak i _ _ _ \ I /Volleybol ICourtrl / /// I _ }� / - f----� 2" Tre Q �' _ _/ 1" Oak ___��/ // \ �� 1 \ \ ---- 0 `-/' \\ Net II // / I Electrical �i �( "� _\----35- a 2 Oak �2 --_ // \\ tine si T \ �� t" ell \ Outlet J \ / Propane- \ Tank \\ volleyb l j // // \l I /r �i� Court / / / / / _ ` y I 9. 9 1/ /Concret / / Concret 2" Oak �" l // Fire Protection Brick / / Siamese Connect l.E. = 33.80 Storage / - \ x Building Mog NoiI Set lI I \ \ r��i/ /) I Elevation - 36.68 Lift Station/ fa AE�JJ Asphalt \� /I „ Tree /--- C. J // s � Concret / Concrete Generat O � I I I„ POP la i M N I I C.O. ' 31.9 A/C I / Pad ro I I I I I M M 57.0 r v, I I Oak 24.6 Power Transformer \ 11 I I I Concre t 6.6 6 7 III II II II w 1 Story I Brick I I I II I I Fire 6 Emergency Service Division Station ,a5 I I I I I I I Finish Floor - 37.08 'I24.7c S.Oa 2 {� Q 1 Pop /- Asphalt _\ / O 8. 7 1 7.4 I / Pork i ng L t y \ 1 \\ \ \\ \ Roof Drain - - �_- �' \` a 32.0 I // Q. \ I 1 \ \ \ \ \ 2 " Oak \ \ \ \\PVC 2" Mople \ , / 4orkers I I Sanitary I I \Sewer L if a2, W J / W I.E. = 30.87\ W - \ V V�� \ �ct� I' P I 1.29 �� 1 \ 2" Oak \\ \ 1 \ 2" Oak Concrete Or i e \ Cotch Bosh-1 \ 1 i ) \Rim = 33;.45 \ wood \\ I--/ Mork Nrary ot, Ben nn -� ^� v I I.E. = 31.45 y� / Wood Pow pole ----- l l ► I �` /Sign I Elevation = 37.67 \� / HP OHP OHP OHP /l O P " - OHP P ' i vHHp O� OHP OHP / / r -------------� ---_32_--/ / / `�� Signal Light / ` 1 Ma _____------ _1_ Ma - _ Ma Grovel Path > 2 ree \\ `\ ---- \I -a 1 I I \ \ I I OAP II "' \1 I NOTE: SANITARY SEWER FORCE MAIN LOCATION PROVIDED BY CAMP LEJEUNE AND LOCATION SHOULD BE CONSIDERED APPROXIMATE. W Cvcrete 1 Mog Nail Set / 1 I i / \ Elevation - 33.93 1 / \ 'S'Y� / r \ p I / I 24" Piri�llr11\\ \\ (3) 15" Oak I p 1 Ir 1 Woods 8 Brus l I I e de one N� eqe of p I 19 M( I / / 1 /^y / / Y TraffS;gnI Boa xl HP OHP Gas Steam \ vent \ ti Ma t Yellow Line _�� r�' ;!� --------- - - - - - - - - - - - - �rl �I1 c HugA d Yellow Line \ WV M yV� Mog Noil Set / Elevation - 36.73 / Telephone OPedestal Concrete Monument Pub I i c Works" Elevation 39.99L I I Curb A Gutter Ma \ Rim = 3 .71 O nianhol Plugged(' - P.K. No i l Found = L / Elevation - 36.89�° zmzuj w0LU Lu 0 w / s`---s SS --S Cage or ruvG- wyi� Rim 67 I.E. In &Out M28_ Original Troyer a Asphalt Nail #x2 n Curb &Gutter yY0 Elevation - 33.� Gos Steam Curb & Gutt -- VW31S WH31S t NV31S - WV31S -----OJ--------------------03-----------------------03---------------------------------03--------------------------03---Gos-fit vo„+ WV W T- Concret 36 Pod I \ Or g n I Tr o rse \ ------ Elev iCb7— 36.40- ---- - LEGEND FEATURE NEW EXISTING STRUCTURES UNPAVED/GRAVEL ROADS BITUMINOUS PAVEMENT 7 CONCRETE WALK/PAVEMENT CONIC. CURB & GUTTER (STANDARD) CONC. CURB & GUTTER (PITCHED) INDEX CONTOUR (5-FT) ��600•►� INTERMEDIATE CONTOUR (1-FT) _ -597-1` CHAIN LINK FENCING —xx— MANHOLE • CLEANOUT •c.D. CURB INLET OR CATCH BASIN so DITCH --------- STORM DRAINAGE LINE —so— ROOF LEADER RL—� FOUNDATION DRAIN - - -FD- - - SANITARY SEWER LINE ss WATER LINE W WATER VALVE Wv ►' FIRE HYDRANT FH 4( WATER METER POWER LINE (OVERHEAD) POWER LINE (UNDERGROUND) TELEPHONE LINE (UNDERGROUND) "! POWER POLE GUY WIRE LIGHT POLE TELEPHONE PEDESTAL FINISHED GRADE 259.9 FINISHED FLOOR ELEVATION F. F. ELEV. TOP OF WALL GRADE TW 258.50 TOP OF PAVEMENT GRADE TP 258.50 INVERT EL. OF PIPE OR DITCH ENV. EL.•256,50 TEMPORARY BENCHMARK ® T.B.M. TREE LINESw� TEMP.GRAVEL CONSTR.ENTRANCE TEMPORARY SEDIMENT FENCE ■ INLET PROTECTION El On �hk �h 0114 /a::' �lr BULLA SMITH DESIGN ENGINEERING 1347 Harding Place Suite 201 Charlotte, NC 28204 OO 704.333.3122 (t704.333.8252 Date: ON%to• 00 :)mittal Date: y 24, 2004 Permit Review vision Dates: Burger King Camp Lejeune Marine Corps Base Jacksonville, NC EXISTING SURVEY :i 20 0 20 40 60 60 1" = 20' C1 NEW TREE LINE J Rill IN! �Ii: 'I it 11 til tl Hi EXISTING GRAVEL PATH TO BE REMOVED, EXISTING TREES TO BE REMOVED I 00k EXISTING SECTION . . ..... OF 15 "fill RCP TO BE REMOVED, EXISTING TREES 2 00k TO BE REMOVED EXISTING TREE.. TO RF PFkk0V9n Win .. .. .. .. .. ... ...... ..... .. .. . .......... .. Nir. .. . .. . .. .. .. .. .. .. .. .. ..... .......... .. ... .. .. .. ... .. .. ..... .. ...... �r p .. ... ... .. .. .. .. ... .. .. ... ... .. ... ... ... .. .. .. . .......... .. . ..... ............. .. .. .. .. .. .. .. .. ... .. .... ....... . .. . .. .. . . ...... .. . . 11 'J I UtmVLmVrq ur iurvz) SECTION MUST FOLLOW CONSTRUCTION: OF NEW CONCRETE QRIVE. ? V 4: 1';!:., iL 11iJ �� ..... . ...... . .. . .. .. .................. .. ... ... .. .. .. ..... .. .. .. .... . . ..... .. . ........ ................ .. .... .. . ...... ........... .. ... .. ... . ... .. ..... i P I 11 ............ CLEAR AND GRUB:..".:,:,. EXISTING VEGETATION r WI , I FP NEW TREE LINE '10 ...... .... ..... .... .. .. .. ........... 1.1 A EXISTING SECTION OF CURB AND GUTTER TO BE REMOVED PROVIDE TEMPORARY TREE PROTECTION. USE ORANGE SAFETY FENCING AND METAL STAKES. PLACE AT DRIP LINE OF TREES. 1INX111hi FEATURE NEW EXISTING STRUCTURES UNPAVED/GRAVEL ROADS BITUMINOUS PAVEMENT CONCRETE WALK/PAVEMENT CONC. CURB & GUTTER (STANDARD) CONIC. CURB & GUTTER (PITCHED) INDEX CONTOUR (5-FT) INTERMEDIATE CONTOUR (1-FT) CHAIN LINK FENCING —X—X— MANHOLE CLEANOUT 40cio, CURB INLET OR CATCH BASIN DITCH --------- STORM DRAINAGE LINE SD ROOF LEADER RL FOUNDATION DRAIN —FD-- SANITARY SEWER LINE —SS WATER LINE W WATER VALVE WV FIRE HYDRANT FH 4( WATER METER POWER LINE (OVERHEAD) .. .. .. .. .. POWER LINE (UNDERGROUND) TELEPHONE LINE (UNDERGROUND) POWER POLE GUY WIRE LIGHT POLE TELEPHONE PEDESTAL FINISHED GRADE 259.9 FINISHED FLOOR ELEVATION F. F. ELEV. TOP OF WALL GRADE TIN 258.50 TOP OF PAVEMENT GRADE TP 258.50 INVERT EL. OF PIPE OR DITCH INV. EL.-256-50 TEMPORARY BENCHMARK -4 TRW TREE LINES TEMPARAVEL CONSTRiENTRANCE TEMPORARY SEDIMENT FENCE ■ INLET PROTECTION [] 0 n BS BULLA SMITH DESIGN ENGINEERING 1347 Harding Place Suite 201 Charlotte, NC 28204 t704.333.3122 0704.333.8252 Date: o0v to -, is 4 Submittal Date: May 24, 2004 Permit Review Revision Dates: Al DWO Comments Sept. 10, 2004 Burger King Camp Lejeune Marine Corps Base Jacksonville, NC DEMOLITION PLAN 20 0 20 40 60 80 1" = 20' IC2 A2 NEW BURGER No 6.8 K I ........... 35. 9`_ 00 --31.2 %r !Ti is I 'W.. CONCRET TE E SIDEWAL-K. SEE 77� DETAIL A5TU: is lll�, Z!ls! to l: l: U::�L lil�f K 3. R 3, O.-,„ zi 7l �l �ll: al 'Oki . .. .. ...... R 70,5 N f;, In . .. ...... ....... 1;.., Y 2D.1 Y. i. OF NEW CURB ... ... AND GiUfTER. SEE DETA A4/C8. i Ul,N jr it . . . ......... . 1lol's'; iq Alm:, it mi liaIII 'T.EE: till ,Psi: it Ill ill, pill 11 lji;j� it h! N i j 10! j :4: Ir !!,1 c".11"ll A ,II,IIiit; f; h! ill lEx, 1, ;.ANEW ACCESSIBLE RAMP SEE DETAIL A3/C8 LEGEND FEATURE NEW EXISTING STRUCTURES UNPAVED/GRAVEL ROADS WORM" BITUMINOUS PAVEMENT .. ... ... .. .. .. .. .. .. .. CONCRETE WALK/PAVEMENT CONC. CURB & GUTTER (STANDARD) CONC. CURB & GUTTER (PITCHED) INDEX CONTOUR (5-FT) INTERMEDIATE CONTOUR (1-FT) 5 9 7 CHAIN LINK FENCING —X—X— MANHOLE CLEANOUT 0 C.O. CURB INLET OR CATCH BASIN DITCH ---------- STORM DRAINAGE LINE SD ROOF LEADER RL FOUNDATION DRAIN — — — FO SANITARY SEWER LINE SS WATER LINE W WATER VALVE WV FIRE HYDRANT FH 4 WATER METER POWER LINE (OVERHEAD) POWER LINE (UNDERGROUND) TELEPHONE LINE (UNDERGROUND) POWER POLE GUY WIRE LIGHT POLE TELEPHONE PEDESTAL FINISHED GRADE FINISHED FLOOR ELEVATION F. F. ELEV, TOP OF WALL GRADE TW 258.50 TOP OF PAVEMENT GRADE TP 25850 INVERT EL. OF PIPE OR DITCH INV. EL.-256.50 TEMPORARY BENCHMARK -0 THM. TREE LINES TEMP. RAVEL CONSTR. ENTRANCE TEMPORARY SEDIMENT FENCE ■ INLET PROTECTION [10 n 20 0 20 40 60 so 20' BS BULLA SMITH DESIGN ENGINEERING 1347 Harding Place Suite 201 Charlotte, NC 28204 (1704.333.3122 (b704.333.8252 � Date: ka . 16 .04 Submittal Date: May 24,2004 Permit Review Revision Dates: zj DWQ Comments Sept. 10, 2004 zi� DWQ Comments Oct, 25, 2004 RECEIVED OCT 2 6 2004 DWQ PRO.) # Burger King Camp Lejeune Marine Corps Base Jacksonville, NC LAYOUT PLAN IC3 - lj1�` .. � � i NEW NO. 1 �T INV. i - 31.07 `11,I Iil)IEW..5TORM WATER INFILTPAT40N BASIN Ill -REFER TO CROSS SECTION C5/C8. , - ... .. TOP OF DAM EL.- 3 ' 0G. . . .. O E00 :!SORAGE DEPTH - 3' SORAGE VOLUME - 3,153 CF .. �. , SURFACE AREA - 2,063 SF " , '...... jl:.lL , it 4ii6e.".I '..4� ", q6.1 .. - ... .. .. . .1 .. . ,. , .. 'VI: .IF .....::I.- . . .. ' L . ,:. .1 .. .. .. I .. .. . . - . .. - . .. . . 1. .. I . .. . . � - .. '. , �... I ,.I , .. I.., " ;�, .. �. 1; L I I it .1 �r�' 1; �.. ;I 7! . i " . - I 4: .. r.., ..5 1� .. "I's I I . 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EL, (IN, C1 6) - 31.97 m', � 1. .11' ..... ..� ., TR , .... :... �l . j " �, , , I I �I� INV. EL (OUT) - 32-36 , . 2 ------N-I._ .." ", ii, F.F. ELEV. L, E L .. .. .. `,, .. , "I I e :` ,�11'11 I � I IIIIIIIIIIIIIIII1717 1 'L:l It I Ir Is 1. fil r`;1;!: �F1l'jjj,, 1. � .1 "." I! 'I .I. I .. I. . . = 39 ., � I . 1. 'I I 1 l 33 .. . INV. EL. (IN, CI 7) - 32.63 1. 11 ..;.,,.I ,5 %,,�... "\ _,�T i . .,. ... . 368 , - , L : , L - 33-70 . . .. .. �,,. .. 34 - JL INV. EL. (IN, CB 1) .. .. .. . , ` � L Ifil- .- !I.", , :1 I ,.�In 1 . �I "...... .. - -; I,& I .. " 11 .1 !z I I I I. � .1 INV � EL. (OUT) - 31.87 N .,., .., ., .. - . ... \ " � L � , , Il IE It, I ... -I.,.:. . .i , i I" <�I� i .." 1. I i .. ." �:l .1- .1.1.., 00 ., ,-:. , ... Vss ,. ..... I..... . ...... Is .. .. ... ... ... ..L. . .. .1,I, I . . .I I F .. I. ',.;�.. I , ...., ... .. ..... :...,. .1 Ill ... i � .. Tb'001F� 115�'l EL. - 36.00 . ... .I.... - l I .... :--� .. _. . .. ,.. , .. ; IF- �.,�. .. 01, I. i 0C . � -%-%- . 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I I I I i!;; !! 1: BS i Llffv,II,till, Am w Im "JIM11111i --eA I BULLA SMITH DESIGN ENGINEERING 1347 Harding Place Suite 201 Charlotte, NC 28204 T704.333.3122 0704.333.8252 I Date: 10.7 .6 . to Ill Submittal Date: May 24, 2004 Permit Review Revision Dates: Q Drill Comments Sept. 10, 2004 & DWQ Comments Oct. 25, 2004 RECEIVED OCT 2 6 2004 DWQ PROJ # I I Burger King � Camp Lejeune . Marine Corps Base � Jacksonville, NC GRADING, AND DRAINAGE PLAN 20 0 20 40 60 80 1 M -AMML- IIIIIIIIIIIIIIIIIIIIIIIIIIII 0 P111111111111111111111111111111111111 __j N i" = 20" IC6 DRAINAGE AREA CURB INLET #7 UK t5 I INL t I �1 DRAINAGE AREAS. DRAINAGE AREAS: GRASS 0,005 AC PAVIN� 0.01 AC i. III PAVING 0.09 AC i2 f N, -.1 4�6 ..................... ........ .........Iw wo. V 7 n '4k 35 P, 36.00 32 33 =38 r - — - 11 rov r -(5 -OAM EL. 33.00 ..... . 33 '4' IV W W y Al. 32 W!T pac EAT 31 INAIGNEL DCRU AR R5AS: 30 4� :5• 1-1 GRASS 4 AQ 0% PAVING 0 5 C. QR B I N L �f 08 29 SDMH 02 %4 :11 INAG, : DPAAREAS DRAINAGE AREAS' ...... j1'PAVIN-G:= 0.01 AC CATCH *1 ROOF."' - 0.05 AC F6% M 5�!;�,"�..-.'j;"..��; j 0 BASIN DRAINAGE AREAS: rl I ROOF =.065 AC 31 wn 4.1 GRASS =.38 AC 32 00 7;' 7; �-7:::.:. X PAVING =.33 AC, 33 JET:. 7 1 ....... .. ... a �1, 'Y ? I .,i ii. T ihIII, II k "j11.;$.! jI.-o Yli NE: I Y If II I !�V BS A 1 1 UP -,,'Am 11F W BULLA SMITH DESIGN ENGINEERING 1347 Harding Place Suite 201 Charlotte, NC 28204 (t704.333.3122 (t704.333.8252 MW CAR Date: 0 • 04* Submittal Date: May 24, 2004 Permit Review Revision Dates: Al Dwo comments Sept. 10, 2004 Burger King Camp Lejeune Marine Corps Base Jacksonville, NC DRAINAGE AREA MAP L5 o 20 0 20 40 60 so 1" = 20' C6a 2' MIN 10, COOMPACTED PIPE OUTLET TO WELL-DEFINED CHANNEL � N.C.D.O.T. SECTION 1042, CLASS B RIP RAP F\" REFER TO PLANS FOR CHANNEL DIMENSIONS 2 1.5 O A 911A A Bs4d E MIN. M1 W M2 coo �\ 0 o°�o p° b' N-- NATURAL GRADE e 6 TYPICAL FIL TER °�o °p BULLA SMITH FABRIC Tr 4" - 05 WASHED STONE DESIGN ENGINEERING TEMPORARY DIVERSION DITCH q LAYER OF FILTER FABRIC � CONSTRUCTION SPECIFICATIONS: NOTES: (MIRAFI 140N OR EQUAL) � 1347 Harding Place Suite 241 1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND CLASS A OR B 1, BOTTOM GRADE SHALL BE 0.0/.. °° Charlotte, NC 28204 OTHER OBJECTIONABLE MATERIAL. EROSION CONTROL 2. SIDE SLOPES 2:1 OR FLATTER. PLAN 2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL STONE 3. SIDEWALLS SHALL EXTEND UP AS SHOWN ON THE PLANS BUT NOT LESS THAN T704.333.3122 �704.333.8252 DESIGN REQUIREMENTS. 2/3 THE PIPE DIAMETER. La FILTER 3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN Q� ° 24" MAX 4. THERE SHALL BE NO QVERFALL FROM THE END OF THE APRON TO THE BLANKET THE DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT. FILTER o ° o r 2 CENTER SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED moo. FABRIC ��H UNDERCUT O THAT THE INVERT OF THE APRON SHALL BE AT THE �o 4 R I SHALL BES PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND CLEANOUT. SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE 5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT SECTION A -A APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END. C3o WILL REMAIN IN PLACE LESS THAN 30 WORKING DAYS. 5. APRON DIMENSIONS AND RIPRAP SIZE OR CONCRETE THICKNESS MUST BE AS°� Q°� CA MAINTENANCE SHOWN ON PLANS. 6. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. WIDTH OF THE RECEIVING CHANNEL. SECTION A -A IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE CONSTRUCTION SPECIFICATIONS. 7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL 8175 DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS SHALL NOT BE ALLOWED. "F F*61N AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, 1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A CONSTRUCTION SPECIFICATIONS: �`� REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND FILTER FABRIC FOUNDATION, 8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL 1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE �Y LEVEL AND APPROPRIATELY STABILIZE IT. BE PERMITTED. °°°Ap°°°64 2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL REQUIRED LINES AND GRADES SHOWN IN THE PLAN. COMPACT ANY FILL GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL BANKS. REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE SURROUNDING Date: OBE• �f� •i4" D 2 Tern orar Diversion Ditch No Scale 3. EXTEND STONE AT LEAST 1.5 FT BEYOND THE DITCH BANKS (FIGURE R1 ra Channel No SCALE UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED � - Y D 4 6.83b) TO KEEP OVERFLOW WATER FROM UNDERCUTTING THE DAM AS IT SOIL MAY ALSO BE FILLED BY INCREASING THE RIPRAP THICKNESS, RE-ENTERS THE CHANNEL. 2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED 4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE GRADING LIMITS SHOWN ON THE PLANS. GRAVEL 5' MIN. TOP OF THE LOWER DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER 3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE FACE DAM. TOP OF CURB CURB INLET PROPERLY PROTECTED FROM PUNCHING OR TEARING DURING INSTALLATION, FLOOD POO 15' 5. PROTECT THE CHANNEL DOWNSTREAM FROM THE LOWEST CHECK DAM, CONCRETE BLOCK REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND PLACING ANOTHER PIECE APRON CONSIDERING THAT WATER WILL FLOW OVER AND AROUND THE DAM (PRACTICE OF FILTER CLOTH OVER THE DAMAGED AREA. ALL CONNECTING JOINTS ' 5MAX. 6.41, OUTLET STABILIZATION STRUCTURE). SHOULD OVERLAP A MINIMUM OF 1 FT. IF THE DAMAGE IS EXTENSIVE, SET STAKE AT-� 5 MIN. 6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS : REPLACE THE ENTIRE FILTER CLOTH. CLEANOUT � STABLE. 4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID LEVEL 1' 7. ENSURE THAT CHANNEL APPURTENANCES, SUCH AS CULVERT ENTRANCES DAMAGING THE FILTER, FILTER FABRIC BELOW CHECK DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM 5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE 1800 CU. FT. / ACRE MIN. STORAGE VOLUME = CROSS SECTION DISPLACED STONES, MAXIMUM STONE DIAMETER. MAINTENANCE WIRE SCREEN GRAVEL FILTER 6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD, ANGULAR, HIGHLY WEATHER -RESISTANT AND WELL GRADED. EMERGENCY BY-PASS 6° 1. INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF EVENT. GRAVEL 7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFALL AT THE END. OVERFILL 6" FOR 2°,X4�� SETTLEMENT BELOW SETTLED TOP 2. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND FILTER OVERFLOW WOOD STUD MAKE THE TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL WITH THE OF DAM EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL RECEIVING AREA OR SLIGHTLY BELOW IT. DESIGN 21" DAMAGE IMMEDIATELY, IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, RUNOFF WATER FILTERED WATER 8, ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING SETTLED MIN, INSTALL A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL WITH SEDIMENT STREAM AND PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF A CURVE (PRACTICE 6.31 RIPRAP-LINED AND PAVED CHANNELS). lr 4 MIN. a . /\/\ IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE UPPER SECTION OF qr(��u!(IIIIIIII�I��j ��-� 3. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT \/\ \\/\/�/\/\, \\�,\� THE APRON. d III III 1. DAMAGE TO CHANNEL VEGETATION ALLOW THE CHANNEL TO DRAIN THROUGH�/'/ 9. IMMEDIATELY AFTER CONSTRUCTION STABILIZE ALL DISTURBED AREAS 5' MAX. �� 3 NATURAL THE STONE CHECK DAM AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT \ �\ p \��\\ �G FILL _ GROUND OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN // / WITH VEGETATION (PRACTICES 6, 10, TEMPORARY SEEDING, AND 6.11, . , HEIGHT AND CROSS SECTION. WIRE GRATE PERMANENT SEEDING). ;'' I FABRIC 3' 1:1 SIDE SLOP�EMAX. SCREEN CURB INLET 21 n MAINTENANCE 'I MIN. SLOPE MAX. SPECIFIC APPLICATIONS THIS METHOD OF INLET PROTECTION IS APPLICABLE AT INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY I CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE OR IF STONES STONE SECTION TO PREVENT EXCESSIVE PENDING IN FRONT OF THE STRUCTURE HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. TEMPORARY SEDIMENT TRAP Temporary Block and Gravel CONSTRUCTION SPECIFICATIONS: Temp. Gravel Check Dam No Scale Curb Inlet Protection No Scale Outlet Protection No Scale T C3 4 1. AR RUB AN TRIP THE AREA UNDER H EMBANKMENT OF A n CLEAR, G D S E DE E E E ALL _-_r _ _ ____ C5 VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC MATTER AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL AREA. Submittal Date: 2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, NOTE: ONLY STEEL POST, May 24 2004 Permit Review WOODY VEGETATION, ORGANIC MATTER, AND OTHER OBJECTIONABLE MATERIAL.--•---2"x4" WOOD FRAME STAKE EMBEDDED 18" DEEP WILL ' PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES AND MACHINE COMPACT _T BE ALLOWED, IT. OVER FILL THE EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT. 1.5' FABRIC 3. CONSTRUCT THE OUTLET SECTION IN THE EMBANKMENT. PROTECT THE MAX.:; Revision Dates: CONNECTION BETWEEN THE RIPRAP AND THE SOIL FROM PIPING BY USING 1 _ COMPACTED FILL FILTER FABRIC OR A KEYWAY CUTOFF TRENCH BETWEEN THE RIPRAP ---L STRUCTURE AND THE SOIL, 3' - PLACE THE FILTER FABRIC BETWEEN THE RIPRAP AND SOIL. EXTEND f � � � MIN. � „- - THE FABRIC ACROSS THE SPILLWAY FOUNDATION AND SIDES TO THE BACKFILL MIN 8" TOP OF THE DAM: OR THICK LAYER OF - EXCAVATE A KEYWAY TRENCH ALONG THE CENTERLINE OF THE FRAME gA6RIC GRAVEL 1411 FILTER FABRIC SPILLWAY FOUNDATION EXTENDING UP THE SIDES TO THE HEIGHT OF DROP INLET THE DAM. THE TRENCH SHOULD BE AT LEAST 2 FT DEEP AND 2 FT IN CHANNELS, ROLL OUT STRIPS OF NETTING PARALLEL TO THE �,. WIDE WITH 1.,1 SIDE SLOPES. DIRECTION OF FLOW AND OVER THE PROTECTIVE MULCH. WITH GRATE77n-r�-n -T 811 4. CLEAR THE POND AREA BELOW THE ELEVATION OF THE CREST OF THE I El I T SPILLWAY TO FACILITATE SEDIMENT CLEANOUT. I El I I EI I 1' EXTENSION OF FABRIC 5. ALL CUT AND FILL SLOPES SHOULD BE 2,1 OR FLATTER, GATHER EXCESS El I IEI I I MIN AND WIRE INTO TRENCH V-TRENCH 6. ENSURE THAT THE STONE (DRAINAGE) SECTION OF THE EMBANKMENT HAS AT CORNERS A MINIMUM BOTTOM WIDTH OF 3 FT AND MAXIMUM SIDE SLOPES OF 1:1 THAT I IEI I IEI I FILTER FABRIC EXTEND TO THE BOTTOM OF THE SPILLWAY SECTION. 7. CONSTRUCT THE MINIMUM FINISHED STONE SPILLWAY BOTTOM WIDTH, AS 8'ti NOTE, ONLY STEEL POST SHOWN ON THE PLANS, WITH 2:1 SIDE SLOPES EXTENDING TO THE TOP OF �- 4EMBEDDED 18" DEEP WILL THE OVER FILLED EMBANKMENT. KEEP THE THICKNESS OF THE SIDES OF THE �$" BE ALLOWED. SPILLWAY OUTLET STRUCTURE AT A MINIMUM OF 21 INCHES. THE WEIR MUST OVERLAP BE LEVEL AND CONSTRUCTED TO GRADE TO ASSURE DESIGN CAPACITY. CONSTRUCTION: 8. MATERIAL USED IN THE STONE SECTION SHOULD BE WELL -GRADED OIN STRIPS BY ANCHORING ANCHOR METTING IN CONSTRUCTION SPECIFICATIONS: 1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA King MIXTURE OF STONE WITH A d50 SIZE OF 9 INCHES (CLASS B EROSION 1. AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF NYLON, POLYESTER, STRENGTH SYNTHETIC FILTER FABRICS. Burger CONTROL STONE IS RECOMMENDED) AND A MAXIMUM STONE SIZE OF 14 AND OVERLAPPING. A 6 INCH TRENCH, OR ETHYLENE YARN - EXTRA STRENGTH (50 LB/1 INCH MINIMUM) - THAT INCHES, THE STONE MAY BE MACHINE PLACED AND THE SMALLER STONES CONTAINS ULTRAVIOLET RAY INHIBITORS AND STABILIZERS. FABRIC SHOULD IN ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 18 WORKED INTO THE VOIDS OF THE LARGER STONES. THE STONE SHOULD BE BE SUFFICIENTLY POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE INCHES ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.) HARD, ANGULAR, AND HIGHLY WEATHER -RESISTANT. TEMPORARY SEDIMENT POOL. BURLAP MAY BE USED FOR SHORT-TERM 3, CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE 9. ENSURE THAT THE STONE SPILLWAY OUTLET SECTION EXTENDS APPLICATIONS. IT MUST BE REPLACED EVERY 60 DAYS. LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, Camp Lejeune DOWNSTREAM PAST THE TOE OF THE EMBANKMENT UNTIL STABLE CONDITIONS 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS, SECURELY FASTEN THE FILTER CLOTH ONLY AT A STEEL SUPPORT POST WITH ARE REACHED AND OUTLET VELOCITY IS ACCEPTABLE FOR THE RECEIVING INSTALLATION OF NETTING AND MATTING: 3. FOR STAKES, USE 2 X 4-INCH WOOD OVERLAP TO THE NEXT POST. Marine Corps Base STREAM. KEEP THE EDGES OF THE STONE OUTLET SECTION FLUSH WITH THE WITH A MINIMUM LENGTH OF 3 FT. I FABRIC I T SURROUNDING GROUND AND SHAPE THE CENTER TO CONFINE THE OUTFLOW PRODUCTS DESIGNED TO CONTROL EROSION SHOULD BE INSTALLED IN 4 SUPPORT STANDARD STRENGTH FILTER AB IC BY WIRE MESH FASTENED STREAM (REFERENCES: OUTLET PROTECTION). ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. ANY MAT OR 4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET A MAXIMUM SECURELY TO THE UPSLOPE SIDE OF THE STEEL POSTS USING HEAVY DUTY WERE �pP4 2-3 COARSE BLANKET -TYPE PRODUCT USED AS A PROTECTIVE MULCH SHOULD PROVIDE OF 3 FT APART, AND SECURELY DRIVE THEM INTO THE GROUND, STAPLES AT LEAST 1 INCH LONG, OR TIE WIRES. EXTEND THE WIRE MESH • I ��G AGGREGATE 10. DIRECT EMERGENCY BYPASS TO NATURAL, STABLE AREAS. LOCATE COVER OF AT LEAST 30/. OF THE SURFACE WHERE IT IS APPLIED. APPROXIMATELY 18 INCHES DEEP, SUPPORT TO THE BOTTOM OF THE TRENCH. Jacksonville, NC Q BYPASS OUTLETS SO THAT FLOW WILL NOT DAMAGE THE EMBANKMENT. 5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH 2 X 5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM Sp- AS 11, STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE 4-INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW AREA AT A OF 8 FT APART. STEEL SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE REQUIRED SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER 1. APPLY LIME FERTILIZER AND SEED BEFORE LAYING THE NET OR MAT. CONSTRUCTION (REFERENCES SURFACE STABILIZATION). IF OPEN -WEAVE NETTING IS USED, LIME MAY BE INCORPORATED BEFORE MAXIMUM OF 1.5 FT ABOVE THE DROP INLET CREST. GROUND TO A MINIMUM OF 18 INCHES. . SHOW THE DISTANCE FROM THE TOP OF THE SPILLWAY TO THE SEDIMENT INSTALLING THE NET AND FERTILIZER AND SEED SPRAYED ON AFTERWARD. 6. PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND 6. EXTRA STRENGTH FILTER FABRIC WITH 6-FT STEEL POST SPACING DOES NOT 12 8" MIN 12, SOW LEVEL {ONE-HALF THE DESIGN DEPTH} THE PLANS AND MARK IT 2. START LAYING THE NET FROM THE TOP OF THE CHANNEL OR SLOPE AND BACKFILL THE TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE OR 12 REQUIRE WIRE MESH SUPPORT FENCE. STAPLE OR WIRE THE FILTER FABRIC UNROLL IT DOWN THE GRADE. ALLOW NETTING TO LAY LOOSELY ON THE SOIL INCHES OF COMPACTED SOIL. DIRECTLY TO STEEL POSTS, IN THE FIELD. BUT WITHOUT WRINKLES - DO NOT STRETCH, 7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE 7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES LONG �� MAINTENANCE: 3, TO SECURE THE NET, BURY THE UPSLOPE END IN A SLOT OR TRENCH NO OVERLAPPED TO THE NEXT STAKE. DEEP ALONG THE PROPOSED LINE OF STEEL POSTS AND UPSLOPE FROM THE BARRIER TEMPORARY CONSTRUCTION ENTRANCE \ti LESS THAN 6 INCHES DEEP, COVER WITH SOIL, AND TAMP FIRMLY AS SHOWN 8. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND (FIGURE 6.62a). 1. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT IN THIS DETAIL. STAPLE THE NET EVERY 12 INCHES ACROSS THE TOP END ELEVATION DOWNSLOPE FROM THE DROP INLET TO KEEP RUNOFF FROM 8. BACKFILL THE TRENCH WITH COMPACTED SOIL OR GRAVEL PLACED OVER EROSION CONSTRUCTION SPECIFICATIONS: RAINFALL. REMOVE SEDIMENT AND RESTORE THE TRAP TO ITS ORIGINAL AND EVERY 3 FT AROUND THE EDGES AND BOTTOM. WHERE 2 STRIPS OF NET BYPASSING THE INLET. IT MAY BE NECESSARY TO BUILD A TEMPORARY DIKE THE FILTER FABRIC, 1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN SIDE S AR E LAID SIDE BY ON THE DAWN SLOPE SIDE OF THE STRUCTURE TO PREVENT BYPASS FLOW. OTHER OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT. DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE � THE ADJACENT EDGES SHOULD BE OVERLAPPED 3 9. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES. CONTROL DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE INCHES AND STAPLED TOGETHER. EACH STRIP OF NETTING SHOULD ALSO BE MATERIAL FROM WITHIN THE SEDIMENT POOL MAY BE USED FOR DIKING. 2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON GRAVEL FACING. STAPLED DOWN THE CENTER, EVERY 3 FT. DO NOT STRETCH THE NET WHEN MAINTENANCE: THE PLANS, AND SMOOTH IT. APPLYING STAPLES. MAINTENANCE 2. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. 1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH DETAILS3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MAINTENANCE., 1. INSPECT THE FABRIC BARRIER AFTER EACH RAIN AND MAKE REPAIRS AS NEEDED. RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SUITABLE OUTLET, MINIMUM OF 1.5 FT BELOW THE LOW POINT OF THE EMBANKMENT. INSPECT ALL MULCHES PERIODICALLY, AND AFTER RAINSTORMS TO CHECK FOR 2. REMOVE SEDIMENT FROM THE POOL AREA AS NECESSARY TO PROVIDE ADEQUATE SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR 4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE RILL EROSION, DISLOCATION, OR FAILURE. WHERE EROSION IS OBSERVED, STORAGE VOLUME FOR THE NEXT RAIN, TAKE CARE NOT TO DAMAGE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REPLACE BURLAP EVERY 60 FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE. DESIGN GRADE. ANY RIPRAP DISPLACED FROM THE SPILLWAY MUST BE- APPLY ADDITIONAL MULCH. IF WASHOUT OCCURS, REPAIR THE SLOPE GRADE, UNDERCUT THE FABRIC DURING SEDIMENT REMOVAL, DAYS. MAINTENANCE: REPLACED IMMEDIATELY. RESEED, AND REINSTALL MULCH. CONTINUE INSPECTIONS UNTIL VEGETATION 3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, 2. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT 3. AFTER ALL SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY IS FIRMLY ESTABLISHED. REMOVE ALL MATERIALS AND ANY UNSTABLE SEDIMENT AND DISPOSE OF THEM VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE, TAKE FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC STABILIZED, REMOVE THE STRUCTURE AND ALL UNSTABLE SEDIMENT, SMOOTH PROPERLY. BRING THE DISTURBED AREA TO THE GRADE OF THE DROP INLET CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. TOPDRESSING WITH 2-INCH STONE, AFTER EACH RAINFALL, INSPECT ANY THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY AND SMOOTH THE COMPACT IT. APPROPRIATELY STABILIZE ALL BARE AREAS REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. (REFERENCES: SURFACE STABILIZATION). AROUND THE INLET. BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. TRACKED ONTO PUBLIC ROADWAYS. TEMPORARY GRAVEL CHECK DAM Temp. Construction Entrance No Scale Temporary Sediment Tra No Scale Channel Protection No Scale A4 Temp. Drop Inlet Protection No Scale Temporary Sediment Fence No Scale A Al A2 3 A P P Y P p Y SEE DETAIL C4/C8 FOR FRAME AND GRATE, 0 SECTIONAL PLAN TOP PLAN HARD BURNED CLAY OR SOLID CONCRETE BRICKS GRATE BED FRAME ELEV.7 IN MORTAR 2' 811 6" THICK MIN. INVERT CONIC, BASE SLAB ELEV. ..::' 6" MIN. PROVIDE HEADERS EVERY FIFTH COURSE BELOW 8'-11F1 FROM FINISHED GRADE, USE 1211 WALL. FALL _ %2" JOINT FILLER 5' - 0" TYP - bo _DEPRESSED GUTTER LINE 51-011 TYP . .. .� . .: n 811 MIN L c 811 MIN i'S.. i _ U �.. MINMIN B SECTIONAL PLAN 5 11 12" 13/sll 1/8E' %' I FILL 1 • • •.` 4�r 611 SECTION B-B ' MIN = /e = ' 3/. 111 PLACE BOTTOM SLAB HARD BURNED CLAY OR 6" THICK MIN. ON UNDISTURBED SOIL SOLID CONCRETE BRICKS CONCRETE BASE GRATE 341/411 N SLAB 11 411 A -A SECTION B--B 4011 1%4" 37/$11 1211 1 SECTION 11 CZ CATCH BASIN C:�+Y PT 2X6 STAINED DARK GREEN I/2" JOINT FILLER — DEPRESSED GUTTER LINE ELEV OF CURB FOR STREET GRADES OF 2% OR GREATER PROVIDE HEADERS EVERY FIFTH COURSE CONCRETE GENERAL NOTES: ,6 ALL CURB INLETS OVER 3'-6" IN DEPTH TO BE PROVIDED WITH STEPS AT 1'-2" ON CENTERS. 6" TH, COMPACTED ALL MORTAR JOINTS ARE TO BE %211 +/- %$11. ABC STONE FORMS ARE TO BE USED FOR THE CONSTRUCTION OF BOTTOM SLAB. JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" SOLID CONIC, BLOCKS MAY BE USED IN LIEU OF CLAY BRICK. FOR 8'-0" IN HEIGHT APPROXIMATE WEIGHT OF FRAME = 210 # SECTION FOR 8'-0" IN HEIGHT OR LESS USE AN 8" WALL. OVER 8'-0" IN HEIGHT USE 12" WALL BEGINNING 6'-0" FROM TOP OF WALL, APPROXIMATE WEIGHT OF GRATE 240 C.I. FRAME, GRATE, AND HOOD--DEWEY BROS. FIG. NO. CH - BN - 2001 OR EQUAL. GRATE TYPE SHALL BE AS INDICATED ON PLANS. PLAN AT CONTRACTORS OPTION, PRECAST STRUCTURES MAY BE UTILIZED IN LIEU OF THE CAST -IN -PLACE STRUCTURES INDICATED. THICKNESS OF PRECAST WALLS SHALL NOT BE LESS THAN 6" AND SHALL BE APPROVED FOR H-20 LOADING, STANDARD CAST IRON CATCH No SCALE STANDARD MASONRY CURB INLET NO SCALEC4 C2 BASIN FRAME AND GRATE NO SCALE PT 2X6 STAINED DARK GREEN PT 2X8 STAINED DARK GREEN W/ JOIST HANGAR GALVANIZED 4" x 4" FRAME W1 8" x 8" x%" GATE HINGES GALV. REINF. ANGLES (INTERIOR EA. CORNER FACE) —� �-- 1/2" GALV. SAG ROD :3 GALV. CANE BOLT PT 2X6 STAINED ' I a a 4 DARK GREEN I' • � n 0 I 0 0 A , 0 A 0 r 211 611 o a o D Iv AN. Alla a 6!! #A lip a 6" CONCRETE SLAB. SEE DET. • b „ Al/C8. D D D D D D D D • ° ,1 6X6 GROUND CONTACT e 3 -0 , v , o , o , v a , A. , b , v 3'-0 PRESSURE TREATED 6" CONCRETE 6" CONCRETE POST D SLAB A 8.SEE DET. Q D D D 1'-6" �I 1!_6„ 6X6 GROUND CONTACT 24 0 PRESSURE TREATED POST B 1 Dumpster Pad And Screen Wall No SCALE 14' 4 I"��.T w• I,y`,+fit .r./`��I L•I.+,-��r *-I,4t�� }•I.�- �.`.p;�•w';,ri�. */t �w+� •� �,r -�'�. •tww�w_l1i r• •/t*.a rii •,w�4•/'i.f�wi...4 . .' • �� ! � i.w �.\w=.\Li l;r \�Sr:\�\►.c.\.w �Z�\� \I�.� AF'.1.w t.l i 1■ 1 ` 1' 1119m,1 1 1 1 Ir ! 11 1 - CUT ALTERNATE r REINF, BARS AT MIN• CONTRACTION JTS. 1/ " THICK EXP. J6INT FILLER CONTRACTION JOINT EDGE JOINT MAX. JOINT SPACING - 25'-0" PROVIDE 1" EXPANSION JOINTS Q 50'-011 0.C_ W/1" DIA, x 24" SMOOTH ROD C 12" O.C. T'Pica' Reinforced Al oncrete Pavement No Scale r•- N TUMINOUS SURFACE COURSE - TYPE 1-2 TYPE "B11 \--.. CRUSHED STONE AGGREGATE BASE COURSE. TYPE "A" OR "B" BITUMINOUS SURFACE COURSE - TYPE 1-2 EXTEND BASE COURSE 9". BITUMINOUS BINDER COURSE - TYPE H PRIME COAT TYPE "A" CRUSHED STONE AGGREGATE BASE COURSE. TYPE "A" OR "B" Bituminous A2 Concrete Pavement No Scale A3 Handicap Ramp Curb Cut RADIUS 3 RADIUS 44 � a 4 4 N i° a a a 4 a a a 4 a �° a a 4 a 4 4 _� rr �B RADIUS N NOTES, 1. CURB AND GUTTER IS TO BE CONSTRUCTED IN 10' (NOM.) LENGTHS. 2. %2" THICK EXPANSION JOINTS ARE TO BE PROVIDED AT 40.0' MAX. SPACING. 3, PROVIDE 10' LONG TRANSITIONS BETWEEN STANDARD GUTTER AND PITCHED GUTTER UNLESS OTHERWISE NOTED ON GRADING POW. No ScaleA4 Standard 1'-6" Curb and Gutter No Scale SAW CUT EDGE OF EXISTING PAVEMENT (TYP.) EXIST. PAVEMENT EXIST. BINDER ----► EXIST. STONE �o$° EARTH BACKFILL TO BE PLACED IN 6" LOOSE LAYERS AND COMPACTED AS INDICATED TACK COAT 2" BITUMINOUS CONC. SURFACE COURSE - TYPE I- 2 2" COMPACTED CRUSHED STONE - TYPE CABC D 5 PAVEMENT PATCH NO SCALE TOP OF DAM STORAGE ELEV. ELEV. - 35.00 W 34.00 5.00` VARIES 116' t L1i11W;'1%1% Mk I A kaVa IM, 4.00 3.00 �1 3 3 3 BOTTOM ELEV. = 31.00 GRASS LINED INFILTRATION BASIN Infiltration Basin No. 2 C,5 Cross Section No Scale TOP OF ELEV. - DAM 33.00 STORAGE ELEV. - 32.00 8,00, VARIES 160, hkrki6V�ahlkk _ I fx11>I. 4.00 3.00 3 5 5 BOTTOM ELEV. 29.00 GRASS LINED INFILTRATION BASIN Infiltration Basin No.1 B5 Cross Section No Scale NOTES: 1. ALL CONCRETE WALKS SHALL BE A MINIMUM OF 4 INCHES THICK UNLESS NOTED OTHERWISE ON PLANS. 2. WHERE CONCRETE WALK ADJOINS PAVED AREAS NOT ENCLOSED BY CONCRETE CURB, INCREASE MINIMUM THICKNESS OF WALK WITHIN 4 Ft. OF PAVEMENT TO 6" TOTAL. 3. CONTRACTION JOINTS SHALL BE 1" DEEP MINIMUM, AND SHALL HAVE 1/4" RADIUS TOP EDGES. MAXIMUM SPACING BETWEEN EXPANSION JOINTS. 40.0' MAX. 40.0' MAX. TYPICAL TYPICAL IiWll IIIWII "W" = MAXIMUM SPACING BETWEEN CONTRACTION JOINTS WIDTH "W" SEE PLANS _9C; 2 Q 1/2" WIDE EXPANSION JOINTS AT WALK INTERSECTIONS AND AT LOCATIONS WHERE WALK ANOINTS STEPS OR OTHER STRUCTURES. Jr Concrete Sidewalk No Scale IBS Lq Ah rr ;. _ BULLA SMITH DESIGN ENGINEERING 1347 Harding Place Suite 201 Charlotte, NC 28204 OO 704.333.3122 It704r333.8252 Date: )mittal Date, y 24, 2004 Permit Review vision Dates: Burger King Camp Lejeune Marine Corps Base Jacksonville, NC SITE DETAILS cs 1014 D D D CONCRETE - ° WALL D D • p 4" D _ D A p p p P POLYPROPYLENE PLASTIC SOLID OUTER SHELL POROUS MASS No.3 DEFORMED STEEL RODS SECTION A -A D 1 MANHOLE STEP NO SCALE NOTES; 1. A MINIMUM OF 24" FROM OUTSIDE DIAMETER OF PIPE TO SIDE OF TRENCH MUST BE ALLOWED FOR COMPACTION OF FILL MATERIAL. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE IS LAID. THE FILL AROUND THE PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED 6'. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN PLACED. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL TAMPS ONLY. EACH AND EVERY LAYER OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED INTO PLACE. 2. ALL BACKFILL MATERIAL SHALL HAVE AN IN PLACE COMPACTED DEN STANDARD PROCTOR. THE FINAL 2' BELOW FINISHED GRADE SHALL 3. ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS. 4. BACKFILL MATERIAL BENEATH ROADWAY SHALL BE SELECT BACKFILL STORM AND SANITARY SEWER PIPING. CZ PIPE BEDDING DETAIL NO SCALE GENERAL NOTES: 1. ALL CONCRETE TO BE 3600 P,S.I COMPRESSIVE STRENGTH, 2. MORTAR JOINTS SHOULD BE BETWEEN 3/8" AND 5/8" THICK. 3. ALL CATCH BASINS OVER 3`-6" IN DEPTH TO BE PROVIDED WITH METAL STEPS ON 1 ' -2 " +/- CENTERS. STEPS SHALL BE IN ACCORDANCE WITH STD. 20.12. 4. CONCRETE BRICK MAY BE USED IN LIEU OF HARD COMMON CLAY BRICK. _ JUMBO BRICK WILL BE PERMITTED. 5. FOR 8'--0" IN HEIGHT OR LESS USE 8" WALL, OVER 8`-0" IN HEIGHT USE 12 ", USE 1 2 " WALL TO 6' -0" FROM TOP OF WALL . AND 8 " WALL FOR THE REMAINING 6' -0". 4 LOCK BOLTS REQUIRED @ 900-- SEE NOTE BELOW, 4 - 1" DIA. VENT HOLES TO BE PROVIDED WHEN VENTED MANHOLE IS NOT USED EXCEPT THOSE INDICATED TO BE SEALED TOP OF COVER �1" DIA. HOLES IN __FLANGE @ 90° BOTTOM OF COVER �F' I MINIMUM AVERAGE WEIGHT 125{/�11 RING 190 Ibs. COVER 1201bs. 'a" 23%4" : 310 Ibs. 231/2" 1" 3/8" 21I/2 ri Y 2 z'3411 11 I ` n 3 4 221/4" 4% 24'/," NOTE C3 C.I. M.H. F 331/411 LOCK BOLTS SHALL BE McGARD INTIMIDATOR LOCK BOLTS OR EQUAL. RAME & COVER NO SCALE DIMENSIONS OF BOX AND PIPE PIPE SPAN WIDTH HEIGHT W 10 -) D A B MIN. H1 LENGTH 15 " 3 -0'� 2' -4 " 2' -G" 2' -1 0„ 1 8 " 3' -0" 2 , -4 " 2' -1 0" 2' --1 0„ 24 " 3' -0" 2 -4 " 3' -4 " 2' -1 0„ 6. ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK EVEN WITH THE INSIDE WALL! GROUTED AND BRUSHED SMOOTH. OUTLET EL. = 29.49 8 „ 8 - BYPASS GRATE EL . = 33. 90 OND OUTLET OUTLET UTL T • a ° • 9 din A_WE I R WALL Q0 EL. = 32.00 @12" E. W. OUTLET EL. = 31.50 SECTION Y-Y � SECTION X-X CATCH BASIN N0.1 8„ OUTLET ' EL . = 31 .7 S FINISHED GRADE ELEVATION N � PRECAST CONC. GRADE RINGS 811 241 r P I � I 6 Uj I � � i a A W U j 4n 5" 48 a "fDlA. 6" 60"'DIA.I V - p j P ! i, I ° STEPS �0°OFF INLET ON SIDE -- ' z OF LARGE�T ANGLE P P � G COVER AND FRAME SEE DETAIL C3/C9. :zj:2 $" �i - ao G o O v d P �N n o 511 o 611 o w CAST-IN-PLACE-J(3) *4 BARS L-TOP OF CAST -IN -PLACE CONC. CONC. INVERT EACH WAY INVERT - BOTTOM OF CHANNEL SHALL BE CONTOURED TO MATCH DIAMETER OF PIPE. CAST -IN -PLACE WATERTIGHT FLEXIBLE PIPE SEALS OR 4" THICK MIN. COMPACTED SLEEVES TYPICAL ALL PIPE CRUSHED STONE LEVELING OPENINGS. COURSE (N.C.D.O.T. No. 78M OR EQUAL). SECTION ON GENERAL NOTES: 1. ALL MORTAR JOINTS TO BE ��/2" +/- I/8" 2. ALL CONCRETE TO BE 3600 P.S.I. 3. FORMS ARE TO BE USED FOR CONSTRUCTION OF THE BASE. 4.PRECAST MANHOLE COMPONENTS SHALL MEET REQUIREMENTS OF ASTM - C-478. 5. MANHOLES GREATER THAN 14 FEET IN DEPTH SHALL BE 5' IN DIAMETER. 6. CONTRACTOR MAY PROVIDE CAST -IN -PLACE STRUCTURE IN LIEU OF PRECAST. C4 Manhole NO SCALE 8 „ BYPASS OND OUTLET OUTLET UTL T .. •.. a • s 9 -8 WEIR WALL EL. = 34.00 SECTION Y-Y EARTH -FINISHED GRADE 11-611 x 11-6" x 8" STOPPER CONCRETE PAD 00 _ 00 ' CLEANOUT r I , 90" ELBOW P.V.C. OR D.I.P. CLEANOUT IN EARTH AREAS ELEVATION FINISHED GRADE BRASS SCREW (PAVED)---,, Y__TYPE STOPPER P.V.C. D.I.P. o < CLEANOUT (FOR SIZE, SEE SIZE PLANS) N --- 61, C.I. PIPE TO _ SURFACE 0 12D 21-0" x 2'-6" x V-0_�_l CONCRETE PAD 21_�11 CLEANOUT IN PAVED AREAS ELEVATION D.I.P. (FOR SIZE, SEE SITE PLANS) -� ' STOPPER (SEE WYE OR DOUBLE 4__ ELEVATION VIEWS) WYE BRANCH DUCTILE IRON PIPE PLAN C 5 CLEANOUT DETAILS NO SCALE 6" MINIMUM TH. CONCRETE SLAB SLOPED WITH GUTTER. - 7 56 ----�--- � - _� o� ° I o OUTLET EL. = 33. 50 CURB INLET NO.2 @12 " E . W. 0 w 8„ Flo ':�Fr.TTnNi Y-Y 6" CURB 12 GUTTER MODIFY GUTTER _ TO TIE INTO SLAB. S /1\ �r �dw BULLA SMITH DESIGN ENGINEERING 1347 Harding Place Suite 201 Charlotte, NC 28204 704.333.3122 d704.333.8252 I Date: )mittal Date: y 24, 2004 Permit Review rision Dates: DWO Comments Sept.10, 2004 Burger King Camp Lejeune Marine Corps Base Jacksonville, NC SITE DETAILS FAI Al STORMWATER DISTRIBUTION STRUCTURES No Scale C9