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Home My WebLink AboutSW8970927_APPROVED PLANS_19980625STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 9-1092"t DOC TYPE ❑ CURRENT PERMIT tE APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE Mg s olD2-5 YYYYMMDD GENERAL NOTES 1. ALL DIMENSIONS, ELEVATIONS, AND COORDINATES SHOWN ON THE CIVIL PLANS ARE GIVEN IN METRIC UNITS; WITH THE EXCEPTION THAT PIPE DIAMETERS FOR EXISTING UTILITIES ARE GIVEN IN INCHES. 2. ALL METRIC DIMENSIONS, ELEVATIONS AND COORDINATES SHOWN WITHOUT A DECIMAL POINT ARE GIVEN IN MILLIMETERS, AND ALL THOSE SHOWN WITH A DECIMAL POINT ARE GIVEN IN METERS, UNLESS OTHERWISE LABELED. 3. ELEVATIONS ARE INDICATED IN METERS, AND REFER TO THE STATION VERTICAL DATUM. (0.00' = N.G.V.D. (1929)) 4. THE VERTICAL AND HORIZONTAL LOCATION OF UTILITIES, AS WELL AS THE SIZE AND TYPE OF UTILITY, INDICATED ON THESE PLANS ARE BASED ON ABOVE —GROUND UTILITY STRUCTURES (i.e. MANHOLES, VALVES, ETC...) AND AVAILABLE UTILITY MAPS. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL PERTINANT UTILITIES PRIOR TO CONSTRUCTION. 5. NO WETLANDS CURRENTLY EXIST ON THIS SITE. SYMBOL LEGEND KEY (SHEETS Cl THROUGH C14) XI TIN DESCRIPTION NEW APPROVED a NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION Q ❑ DIVISION OF WATER OUALOY Dmz5jo 3 14 PsMNo 89�042� �X ,AQ�Ri BUr:D�MC �S_ zaz .) i i -5 0 �Pn �ss zja� ,xOp�' B-4 C2C9 S B-3 NEW AVIATION -1 MAINTENANCE * REFER TO SHEETS 8-1 N II ,pe AND B-2 FOR BORING TRAINING LOGS AND NOTES. FACILITY z n �y c11c9 FF=4.900 '0 —2 ♦ B-6 B-7.� B-1 ELM _ z5 It DPV6 SWEET P -gym SITE PLAN — SITE SECTION LOCATIONS AND SOIL BORING LOCATIONS SCALE = 1:400 C� OCO BENCH MARK PK NAIL AND CAP HUB AND TACK DECIDUOUS TREE CONIFEROUS TREE SANITARY MANHOLE POWER POLE SHRUB CATCH BASIN ■ STORM DRAIN CLEANOUT 0SDCO FIRE HYDRANT WATER VALVE N POST INDICATOR VALVE SANITARY CLEANOUT *CO SOIL BORING LOCATION AND REFERENCE NUMBER HANDICAPPED ACCESS RAMP AT CURE — PAINTED HANDICAPPED PARKING SYMBOL PAINTED PAVEMENT STRIPING LIGHT DUTY BIT. PAVEMENT T m HEAVY DUTY BIT. PAVEMENT 0 CONCRETE PAVEMENT 0 BUILDING —ESAN—ESAe>ESAN— SANITARY SEWER SAN SAN — EWEWEW— WATER LINE —WWW =ESQ—ESD—ESO— STORM DRAIN—SO—SDSD— EOHSTM OVERHEAD STEAM LINE EAGSTM ABOVE GROUND STEAM LINE UNDERGROUND STEAM LINE EOHE OVERHEAD ELECTRIC LINE X X CHAIN LINK FENCE xx XX CONCRETE —LINED DITCH CENTERLINE OF UNPAVED DITCH CONCRETE CURB 3.456 SPOT ELEVATION 3.456 ..... 4.5..__..........__. _.. TOPOGRAPHIC CONTOUR _----(4.Sr----_ VEGETATIVE FILTER AREA ADDITIONAL LEGEND SYMBOLS ARE GIVEN ON SHEET C-7 FOR EROSION CONTROL FEATURES ABBREVIATIONS BIT, BITUMINOUS PAVEMENT CONC. CONCRETE BOTTOM OF CURB vyv ®1/ne . „�� COC CONK CONNECTION I I%V/I�{,YVYVYV/j�11V1,/ � D.I. DROP INLET EL ELEVATION ELEV ELEVATION E C E EXIST. HDWL EAA I V E D i INV INVERT D JBOMIN MIN Box MINIMJUNCUM MINIMUM MAY 1 31998 MAX MAXIMUM TOG TOP OF CURB VEG VEGETATIVE D E M PROJ N 0 10 20 40M 1 :400 11 3 O O U z 5 Q A o = z 0 N Elf cc 0 // MPNE0T POOL ELEVATION 9 SO. PETEFS (8655 SS I FOR ADDITIVE BID 5 iO INFORMATION IN I THIS AREA, REFER TO SHEET C-11. ,S>5 4z � II GUARD POSTS (4 40.943 11,200 TRAFFIC ISLF (TYPICAL OF 19.200 8,000 WHITE PAINTED PAVEMENT STRIPE. 02 WIDE (TYPICAL)- n a 7.179 I � 8. 005 w 40,121 3,132 13.132 N 65'41'20' e R/ 24.445 0.612 3' i 2.150. m � N p O 1.250 7.408 CONCRETE PADS FORS MECHANICAL EQUIPMENT. REFER TO SHEET M-2. eUICCINC 4c, z32 �d o O 10465 12,839 1� T- 1.250 n 13_CONCRETE P 3,658 �I I'''II FOR ELECTRI .658 TRANSFORME SEE SHEET 1 m � o o N o 0 0� N 7.895 2.62D N i VNi/umKLNCCOu PPpIECi i 0-96-C-elCE nC0[Nu SiCfiuw.1EP PxplE'..',�ISv6-9109:) N[. ULE11.0 l ROR $1..OR u.x.GEUEM PoNO P[Ru.uENl PCp SIIR.KE F ' y![.. I16• e.Rlen4 n 1]165-}6..6)/}f' (3'^66�,9.5:1/} S3. > Y[F IS 1/S Levgm • '✓Cln i/] •'1e.6] :J.6 .Pa P 1/] lv,ewa)-] ' •-9r haa:•.a) 1/] • ISmo)"3 • 1.oJ ae -0, 0 1/1 0-wl) ] ' npu (1PJm a) 1/S ' I]4G0)"$ 1%7 .P4 Ib 1p lm m 1/3 µ.63 aAa LE.. .PG 19 1/: fReaLa) 3 m ♦ GaeAna) 1/: ' IJ.o00)"3 }.13 95 As_��3 C .I+0' no 0 uu In 111. (Sc.E 1.oe ..P / to+K suPEKE uL. - eoe9 O a BL1rCOr 4$_238N0 LAYOUT/DIMENSION NOTES: 7) ALL DIMENSIONS REFERENCED TO CURBS ON THIS PLAN ARE TAKEN TO THE FACE OF CURB. 07=2� 2 THE SYMBOL FOR NEW HEAVY DUN PAVEMENT HAS NOT BEEN SHOWN ON THIS PLAN FOR CLARITY. REFER Ij 1� TO SHEET C3 FOR LIMITS OF HEAVY DUTY PAVEMENT. 2.783 11?li NEW AVIATION MAINTENANCEPa N ' e52 e TRAINING 000 II FACILITY 1.307 1.0 WIDE CROSS -HATCHED AREA. TYPICAL o N a M N 12.6 FF=4.900 N 30 p p N N' 5.0 • 2.5 CONCRETE PAD, THICK o F102 3.460 5.486 o• m o0 1.141 '0 14.953 cov 1142 n n CONCRETE PADS FOR MECHANICAL EQUIPMENT. ®' 87': REFER TO SHEET M-2. o, w ¢ F/ 1.523 1,525 2.440 3.861 3.861 is _ 00 N n N 2.437 .476 pC m Z925 1.8501 o° DAVIS SiREET�o11 LAYOUT PLAN — DIMENSIONS• SCALE 1:300 5A09 0 ry 373 I � PAINTED TRAFFIC ISLAND LAYOUT CURBED TRAFFIC ISLAND LAYOUT ISLAND LAYOUT DETAILS NOT TO SCALE GRAPHIC SCALE 0 5 10 20 30m 1 :300 ,aa rn pp qq e S �S tl6a y c {C 0 o O =0� > a a�@a a m m Y 'Al Y , a o oil O o m LAJ z Y Zr Z O 3O Q_ ZJ Z N Li U W o p Z4 O Q I v z�U m p Z Z U a z - Wr PQ � o < < M : o Y O Q _ R � � i � ypj A 0 5 °. rs NOTED 4 w 465611 .o P-585 g "^ 05-96-6180 N62470-96-8-6188 ` 4368611 5 0 158 C4 r �, a �P n m EXISTING STORM DRAIN STRUCTURE SCHEDULE EM DESCRIPTION RIM EL NVERT REMARKS El MT.- 6614C. HW -DWIDPIKET 4-242 3.617 EY EXIST. 1765 1-7416 EY EXIST DROP 3J675 2.745 E4 EXIST. -DROP INLET _3.655 2.619 E5 EAST. CONIC HW 3.555 2.450 -3.3-66 - E5 MSTC 604C -HW -- . 4-378 E7 EXIST .--CONC.--HW--- 4.375 1305 ES ESO PIPE END, _ _ .........................3.276 . Eg , EAST CONIC. JBOX 4.411 1 3.411 EIO EXIST. CONIC. HW ---- - 4.443 3.539 - -- ------- Ell DUST.- CON.C. HW4.665. 3.9011 REMOVE E12 EXIST. CONC. HW 4.584 3.088 E13 EXIST. CONIC. HW` -HW_ 4.520 -4.543 3.736 Ell 4 MT. CONC. 3.937 65 EXIST. -CONIC. 4.335. 3.-9i E16 -HW-. EAST. CONIC. W- 3.86 5 1 A-- EST. CMC. HW 4.454 3.713 - EXIST. HW 3.82 6 ... .....Eli ... E19 ---4.242 -H DIST: CONC. HW 4.085 3-076 NEW STORM DRAIN STRUCTURE SCHEDULE_ DESCRIPTION RIM EL INVERT REMARKS 1 POND INLET STRUCTURE 4.250 1200 SEE DETAIL -A-, ON SHEET C-14 i MANHOLE csoci 1205 mcoof sm. 840.A.0 ----- 3- 4.250 4 -DROP-INUET ------ - DROP INLET 4.300 -3.23-9- 3.256 MCDOT SM. 18140.14-8-11- 5 DROP INLET 4250 3.302 -3.349- 14C00T SM. 840.14B e DROPINLET-i.wo- xcDof sm. 8-4-6148- 7 6ko0-iNLEY -- -- -------- - - i.i-56- 136i Nwofm. 840.14e , - -8-46.14-B 8 DROP - 4.3 - 0 , 0 3.4 - il - N , Coo T STD .- - 9 ------------------- YARD 94LET 4.300 3.512 NCOOT SM. 1940.17F -iiCDOT 10 ... DROP -- ---- 4.360 ISS9 SM.- MOAQ.7- ii ijARY-wLET -4.300 3.565 -3.125 NCDOT SM. _840.17F -K -1-2 DROP INLET ----- -------- -iJoo TSTD. 84011E `Wc66TSM. -t40.17- -- 13 YARD -INLET - --- , -iJoo -4.666 -3.4lo- 14 YARD LT -- 3.458. ACDOT-STQ.J4.0,.l ---- --- 15 - --- --- --------- DROP INLET ----- 4.300 3.506. NODOT Sm. 840.148 -STD -1340.14 16 DROPINLET4.,M 3.558 WCDOT .- 17 DROP INLET -4.-300 3.597- -1-8 DROP INLET ------- ----- - 4.-J-0-6- 3.54-4 NCDOT sm. a+o.i4a ... .... .... 19 ----- DOWNSPOUT CONNECTION - ----- ----- ---- 4.472 20 DOWNSPOUT CONNECTION --------- 4.330 ----------- -- ------------- ---- 21- DOWNSPOUT'CONNECTION 4385 -4.445 22 DOM70LIT CONNECTION -W.549 ..... . 23 Dowisma CONNECTION -- ------ - 24 DowiPouf-CONNECTION - - - 47.422 -4-560 25 DOWNSPOUT CONNECTION ------ - ------- - -28 66 CONNECTION c.46 Ic.wi - ---- ------------------ - -- v w-DUEANOUT ------------ - -4.860 -4.600 26 So CILEANOUT CV4 29 END EXIST CONC. DITCH 4.050 w PONDEFFLUENT--- - kik- -1360 SEE DETAIL �k.- CONTROL STRUCTURE ON SHEET C-14 Y1 VEG. -FILTERI-INLET ----- - 12515- ----------- -------- --- 32 3.100 -213 TIE NEW CONC. DITCH 1017 SEE DETAIL 'A-. TO EXIST. CONIC. DITCH I ON SHUT C_jO Elm 11111] a W 11:4 owl[*] V IT, E IWO 12 Uxel v;i ki z NEW STORM DRAIN PIPE SCHEDULE STATION DESCRIPTION PIPE 0 LENGTH SLOPE LOWER INV. UPPER INV. -Do-- + -DOGPDO- 91 ------------- ---- -PON-0-INLETSTRUCTURE ---- 7.62 --- -- --- 2.000 ---- 0,250% ---- --- ----- 1200 3.2015 00 + -- D02AGOO- 02 -STOR- -DRANN --- MANHOLE- I ......... . 11 ---- --- --- ---- --- ----- ------- -- - - - -- I -- - -M_- .- 76 2 1 3.- 788 0.1540 X 3.20 5 3.239 06 --�-015JBS- -03 STORWI-DRAMDROP'INLET ---- ------ --- - --- ----- --- - -- - --- - --- - -- ----- - ---- --- -- 610 25,000 0,250X 3,239 3,302 06 404-0.798 05 STORM GRAIN DROP_ INLET 457 25 .000 06 -1�065.788- -07 -STORM- DRAIN DROP -INLET - ---- - -- -0.250X. -3-.-302-.-.-3.364 457 . 7 18675 CL 25 0 X --- 3.364: 1411 00 -�-094463- -08- -STORM DRAIN DROP- INLET ------ ---- --- ---- - - - - --- - - - -- - ---- 381 -1 -- --- ---- 40.476 ------- - ----- 0.25OX --- - - ------- 3.411 ---- - - ----- 3.512 1 124939... 09 --STORM-DRAIN- DROP, INLET ---------- -1 1—- . - 305 -21- 600 0.250 X 3.512 1565- - oc STORM-- DRAIN -,--DROP INLET--..-,---..,... ------- ------ - - -- ---- 00:1�000.000 -03- -STORM- DRAIN DROP INLET -- --- ---- ----- 305 ------- --- 18.675 -- - -- -- 0.25OX ---- --- ------ 3.239 ------------- 3.286 06---�-018.675 04- STORM DRAIN DROP INLET' --- --- - - - --------- 00 + 000.000 05 STORM--DRAJN- DROP -INLET ----- - ------- - ---- -------------- -------- ------- ------- --- ----- - - 305 - -- - - - ---- 18,675 ---- - ------- ........ 0,25OX -- --- --- 3,302 - ------- ---- 3,349 06-4:010.675-- --STORM- DRAIN- DROP; INLE T----------- -- - - ----- -- ------------- -------------- -------------- ----------- 06--+-000.000- -09- -STORM -DRAIN DROP INEET-------- ------------- ------------- ------------- --------------- ------------- - - 305 �!2.706- 6.26ax -00-± 022.700 10 ------------- STORM-STORM-NUE-1 ----------- -- --------- - ----- - ---- - - ------- - ---- - ---- ----- --------------- - ----------- - 00--.j:-OOO.00o'- 02- STORML DRAIN MANHOLE ---- -- ----- ------ - - 610 47.801 0.25OX 3.205 3.325 00-+-047.501- -12- STORMDRAINDROP INLET ------------ - - --- -- ----------- ------- --- ----------- --- -- -- ------ -- -- - 510 34.330 --- 0,25OX 3,325 -- 3,410 00--v-082.131 -13--- STORM -DRAIN DROP INLET - -- --- ----------- - ----- -- --- -- 1 ------------ 1 4 ---- ---------- --------------- 41 ------- L ---- ------ - 4 -14- - -STORM DRAIN DROP INLET - -- -------- -------- --- - - ---------- ----- -------- -- ------------ ---- - - 457 19 224 0.- 250 X 3.4 58 3.506 00 + 120.579 15 STORM DRAIN DROP INLET ----- -- --- ---- L -------- 457 20.000 0.25OX 3.506 1556 DO + 140.579 16 STORM DRAIN DROP INLET .. ........ -- --- - - ------ - ---------- -------- --- - 457 16.400 0.25OX 3.556 1597 00 + 156:979 - 17- STORMDRAIN DROP INLET--------- -. - -- , 305 20.000 0.2 3.547 00 + STORM DIDROP -ILE- MRANRINLET -- ---- - - ---- -- -- - - -- - ---- - ---- ----- ------------- ----- ------ - ----- - 00 + -- 000.000 15 STORM- DRAIN DROP INLET -------- - --------- ------ ---- ----- ---- --- ------- --- --- -- ------------ --- - ........ ... -19.310 --1 5.00OX 3-506 4. 472 00-�+-019.310 19 D , O%NSPOUT ---------------- --------------- ----- -- --- -------------- ----------- ------- ---- - - -- --- ----- -- -- - - - - - - - - - - - --- ----------------- 00 -15-- STORMDRAINDROP -INLET -- . ..... - - - .10 0 ----- --- 4.00 0% 3 5 56 3.920 00-4-009.106- 278 WYE ...... ---------------- - - 152 1 0. 240 4. CCOX 3.920 4.330 00---� -019.344D -20- -DOWNSPOUT -- - --- ---- ---------- -- -- ----- L --- --- -------- -- ---- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------ 00 278 WYE_--- ------- -- ------------ --- ..... . . . . . . - - - - - - ... 152 5.-29-0-- O-X 3-A�O ------ - DO -F 005.290 t -219.- ---------- . - -- DOWNSPOUT SPOUT - - --- ---- - - - - --- - - - - - - - - - - - _5-Do, ---- - - - - I - - - - - - - -- - - - - - - - - 005. 290 21 - WYE - - - - -- ----- -- ------ -00 -- - --1 5- 2- ------4---0--0--0--% 7 1020 4.228 00+ - -- - --------- WYE. --�+ .-.-...-..-.--.--. .. .700- 54204.000X 4.228 4.445 Dov DOWNSPOUT - -------- - --- - -- - - ------- --- DO +A1,18:410- 27KI . . . . . --WYE- - - - - - - - - - - - - - ---- --- -- - - ----- , ----- - ---------------------- f52 (IOC 3.000X 4.228 4.366 Do + - 023010 27 So CLEANOUT - ---- --- -------- - - - - - - - - - - ------------ ------------ -- ---- -------- ---- - - - 152 6100 IOOOX 4.366 4.549 C DOWNSPOUT - -- -------- ---------- - - - - - - -------- ------------- ------------- - - - - -- I ------ ---------- +7 000.000 is S STORM DRAIN DROP INLET -DO- - - - - - - 152 10.090 4.000% 3.647 4.051 ocl-:�-010:090- -28A WYE -------------- - ------ ----- w -- ----- ----- ------- -10.770 -4.482 152 4.000X 41.051 -DE ---- -------------- I ------------- --------------- ---------- ----- ----- ----------- Do 74� 000.ow 28A ------ --- -- ----- - . . ..... - - - - - - - WYE - - - - - - - - - - - - - - - - - ---- ---------- ; 8.900 .. 3. OM-------- L 318 �-- 004008.900 28B WYE ---- ---9----------------L-------L---- -- -----4--6--5-1- -- - --------------------152 - 152 -6.070 -SDOOX �DO -+ 014. 5- DOWNSPOUT- ------------- - -- . . . . . . . . . . . . . . . . . ----- - . .. . . . ------------ - - - - - - - - - - - - 00 4�-000.000- -28B --- -- ----- -- -- -- -------- WYE 7 --- w - - - - - - - - - - - - - - - - - - ---- ------------- - - - - - - - - - - - - - - - - - - - . . . . . . .. .. 'L . .... . . - 152 2,800 2-000X 4.3189 4.3794 00 -- + - 002.800 - 28 -- SDCLFANOUT --- ------ ----------------- - - - - - - - .. - - - - -- .... - - - - - - - - - - . - - - - - -- 1 9 - I100--- - - 4.374 4.422- -00-+-005.200- 24: - - - 9" DOWNSPOUT 9 1000% 0 c FL iG B ZU zr c Z=3 w- 'd z Z 1 0 � > 0 In < w A [N624;9:9; GRAPHIC 5CAL 1:200 0 5 10 20m T. ■ WITH CONCRETE I PM1:Lpf1 TWGPIS4 SAWED TRANSVERSE OR LANGRUDINAL CONTRACTION JOINTS wmw JGI.IIVl1 A — A SECTION B - B A7 Soo 1800 600 EXPANSION JOINT - SLOPE IV:12H WAY I HANDICAP RAMP DETAIL•: LOCATION �VIP. Uk'PfFZ-_VK-V",TJACFtr To CURB PAINT 100 WIDE ALTERNATING BUCK e: YELLOW STRIPES. 100 DIAMETER - SCHEDULE 40 STEEL PIPE 25 CROWN � GRADE SURFACE CONCRETE FOOTING FINISHED GRADE /50 RAD. (SEE NOTE) p URFAC N ♦ � ev vovavevv ' av�Er: aov CONCRETE COAIpgCiEO SUBGRA NOTE: THE STANDARD NCDOT CURB SHAPE MAY BE SUBSTITUTED PROVIDED THAT TT MEETS THE MINIMUM WIDTH AND HEIGHT DIMENSIONS PROVIDED ABOVE. �uJ SEE DETAIL A 300 DIA . MIN e e GUARD POST NOT TO SCALE PLASTIC COATED DOWEL BAR CONSTRUCTION JOINTS NOT TO SCALE SECTION A - A SECTION B - B CURB NOT TO SCALE 6 DETAIL A LIQUID JOINT SEALANT 3 MIL, 13 WIDTH NON -REACTIVE TAPE BOND BREAKER 900 1Mllmm SMmm tnnn,.,m NEW CONCRETE DITCH SECTION NOT TO SCALE 900 300 /4' CONTINUOUS i4' ANCHOR AT 300 ON CENTER, _ WELD TO ANGLE tsoxtsoxlo _ _ S /4' DOWELS AT 300 ON CENTER 15OX15OXW1.4XW1.4' /200 L., i WELDED WIRE FABRIC 100 / "GUSH BAR AND WIRE SIZ SECTION A -A 4 EACH GUARD POSTS 0 750 IODO BETWEEN POSTS 36 A O a .— F,ill II111111 ,I$a m ! d S ES W zV 7 C B IT* m 4 4 4 d zr u 4 u 4 BODO d . N + ! z7 19 SIDEWALK .d ..y VA F V j 4 4 4: e d a .. � 4� d 4 4 d z C3 a . `Oz e s d4 . 04 a .e a e Zar . -. a 4 d a 4 , Qa 4 � 1 4 d e .2 r K 3 STANDARD CONCRETE CURB A do� e PLAN - P—me 9 teeCURB FOR DUMPSTER PAD =°=NOT PC TO SCALE -l2 NEW LIGHT —DUTY BITUMINOUS PAVEMENT TYPICAL SECTION NOT TO SCALE NEW CONCRETE PAVEMENT SECTION NOT TO SCALE CURB OR CURB AND GUTTER --i I L—————— I NEW BfNMINOUS — SURFACE COURSE NEW AGGREGATE BASE COURSE NEW HEAVY—DUTY BITUMINOUS PAVEMENT TYPICAL SECTION NOT TO SCALE F��ii'..NM-., 500 MIN 300 AND LARGER PIPE 450 MIN 250 AND SMALLER PIPE a MIN m SECTION X—X PIAN R ELEVATION BENDS R TEES PLUGS Sli ♦ mail omhAl Mosl TEES PLUGS A B A B A B A B C 1 2.5412 2 150 200 250 300 2 525 2 32 32 200 325 400 725 2 b50 425 350 425 250 325 400 500 350 900 52 52 27 450 500 1025 BI 47 550 575 1200 95q675j52j67j3OqWqWq75O 500 1350 THRUST BLOCKS NOT TO SCALE EXPANSION JOINT MATERIAL SEE PLAN FOR WIDTH I `COMPACTED SUBGRADE CONCRETE SIDEWALK HOT TO SCALE . e R SEE PLW MR1WDTLR SLOPE TO OPAN WIDTH : 46H a •\ COMPACTED SUBGRIDE CONCRETE SIDEWALK NOT TO SCALE r 0 1 NU I bUALL I 4 CONCRETE BLOCKIKI NG PLµ 900 MIN FROM EDGE OF ROADWAY SHOULDER OR LURB. 2100 MAX 115 PUMPER 500 MIN FROM SIDEWALK CONNEC710N 2-55 HOSE OUTLETS FACING ROAD T r FINISHED GRADE I MIN DEPTH OF BURY W 750 COMPACTED OR �� UNDISTURBED i GROUND 700 CONCRETE BLOCK 450 CAST IN PLACE GR 11 FIRE HYDRANT NOT TO SCALE PROVIDE 150 DATE VALVE WITH CAST IRON ROADWAY VALVE BOX FOR EACH HYDRANT CONNECTION GOO SQUARE X 102xi52 ECCENTRIC 100 THICK REDUXZA CONCRETE SLAB (IF NOT IN .� PAVEMENT) 152.152 WYE PIPE FL ?'' S2/ FLOW j PLAN VIEW �1EXISTING GRADE 020 REMOVABLE THREADED PLUG THREADED FRTING SOO SQUARE • IO2z152 ECCENTRIC 100 THICK �r. REDUCER CONCRETE SLAB R (IF NOT IN PAVEIWDM 152E 152.152 WYEJ PIPE .SECTIO STORM DRAIN CLEAN= DETAIL NOT TO SCALE 600 SQUARE a '�?..-. 100 THICK /�� CONCRETE SUB • y (IF NOT IN PAVDAENT) SLAB PLAN 1020 REMOVABLE THREADED PLUG 7 FLOW FLOW FROM—�C BUILDING 1020 2/ PLUMBING PIPE PIPE SYSTEM. SEE SHEET P1 PLAN VEIN EXISTING GRADE 7102E REMOVABLE UG 1020 THREADED PLUG 600 SQUARE a 100 THICK CONCRETE SLAB l .:LI:.h AAI Milil 2QUoillmai: yeil� Bsioff dSS C COUCRCTE ORCw' RIP RAP BED FOR EROSION CONTROL AND ENERGY DISSAPAIIOu, METER LONG. 2,t EIEIS WPE, n.3 METERS DEEP G0.PSS DG�"' F/O rALL "GO R Ai /^ VEG ETATNE °V EMBERS FILTER _ •I" ' RESSUPED WM'nER DIMENSIONS 6NEI.... SIDE VIEW MILLIMETERS • Ea • ",.'-' NOT TO SCALE c°ss �� ..`c+`S� •.��,�' FLOW SPREADER DETAILS . _ NT'. .. . _ . FLOW SPREADER ISOMETRIC VIEW NOT TO SCALE UNPAVED SURFACES PAVED SURFACES POSTS If€�S6A�3€Pg14, 150 INIC✓ OF ,OAR SE (50 TO 75 NOTE: LOCATION OF ENTRANCE MAY VARY DURING EONSROCTION PERIOD. A ]DOD MIN EDGE OF ENISIING ROADWAY PAVEMENT TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE THIS OETAIL APPLIES TO SHEET CJ SEC110N A -A BASIN PROTECTION (BP) OR (IP) NOT TO SCALE REFER TO SHEET O FOR SUE LOCATIONS. PERMANENT POOL JE2mm 5 EACH. SA FRONT ELEVATION (3.300) PIPE FACE ONLY BOTTOM OF FOREWY - \ � ELEVATION (2.7D0) ^ ^ ua5mm Lw 1.5M 0°000 0 0 FRONT ELEVATION 11 ° c°uPAGTED zuecaaDE BASE C ONE BASE COURSE EROSION CONTROL STONE. NCOOT CLASS B. 460— MIN, HEAVY OUTV SOIL REINFORCING FABRIC SECTION A —A B c D 6 C D PLAN ELEVAT %01�� ION (3.562) SECTION B—B ELEVATION (3.331) ]acmm o c 0 0 SECTION C—C ELEVATION (2.70) SECTION D—D 5 G 3 2 1 DATUM ELEV 0,000 BTNTmPLA1 TRASH BAI E L 20— DIAMETER HOT DIPPED GAVALNIZED ROD! NUTS, AND WASH RODS 750— LE TYPICAL (5 TOTAL FRONT VIEW NOT TO SCALE ns31 c TOP OF BANK ELEVATION VARIES - FOPEBAY (PERMANENT POOL SURFACE AREA 805.9 SCUAP.E METERS) TOP OF BANK SIDE SLOPES 3:1 T . ELEVATION VARIES \ EYCEPT WHERE INDICATED DESIGN STORAGE POOL '_.E1 ELEVATION 2.700 3 ELEVATION }_DO0 ELEVATION i.J00 ELEVATION i ELEVATION 3_300 PERMANENT POOL ' ELEVATION 3.}pp ELEVATION ].t ]]-, 1 t ELEVATION 3.300 / 26--------------- SILT ELEVATION 2.]00 L-L000 WIDE 6:T n J y(yl(( POND BOTTOM VEGEitTNE SHELF ELEVATION 2.000 - 1 000 WIDE E:1 -1/// 24200 VEGETATIVE SHELF STONE CHECK DAM PROVIDE JUGE OR SYNTHETIC CLASS D EROSION EROSION CONTROL MATERIAL CONTROL STONE. FROM ELEVATION 3.000 70 ELEVATION 3,133 BOTTOM WIDTH OF 1.200, A.300 ELEVATION OR TOP OF BANK, TNP. LENGTH OF 19A00, AND SIDE SLOPES 29. POND SECTION � . NOT TO SCALE C13 CIL 0+000 0+020 0+040 0+060 0+080 0+100 0+120 PROFILE THROUGH STORMWATER MANAGEMENT POND IIr-- __ 1680mm asl nmm 19001 830mm 1200 TOP OF TRASH BAFFLE ELEVATION (3.662) — 650mm WIDE x 15mm THICK STEEL PLATE TRASH BAFFLE — PERMANENT POOL ELEVATION (3.300)� 300mm 36mm SCHEDULI 3.e0D TOP OF WEIR WALL ELEVATION (3.611) I INVERT=3.300 IT a0 0 300 m OC EW 1200, BIDS— MIN.I MIN. 120Dmm SECTION F—E E$Ao z Z Z f s ¢ w !n E � > J 4 W w z U K Z} o Q H Z Z 0 Z J 0 '^ U ti Q4 � U Z:xo W JEA�Z ZZQ V' O p S cS a;� < a Y O Q h p V (r —64 DOWELS g G w O TWicGi m o.c., > VI POND INLET STRUCTURE DETAIL NOT TO SCALE POND EFFLUENT CONTROL STRUCTURE DETAIL NOT TO SCALE PERMANENT POOL ELEVATION (SA=806.9 SQ. METERS (8685 S.F.), ELEV. 3.300) VA 11 4.28 2 of 1P� 7 on 10 ORMWATER o z A, r. • E pAA4'S LANTFAVFACENGCOM PROJECT #N62470-96-C-6188 NCDENR STORMWATER PROJECT 4*SW8-970927 AREA CALCULATIONS FOR STORMWATER MANAGEMENT POND PERMANENT POOL SURFACE Pond 5ubArea SubArea Equation 26 I AREA #1 Ave. Length x Ave. Width ! AREA #2 '/z Length x Width A� FEA #3 '/z Length x Width AREA #4 '/z (Radius)' x Angle (radians) AREA #5 Length x Width AREA #6 '/z (Radius)' x Angle (radians) AREA #7 Length x Width AREA #8 'k Length x Width AREA #9 Yz (Radius)' x Angle (radians) I AREA #10 Length x Width AREA #11 '/z (Radius)' x Angle (radians) PERMANENT POOL . SUB -AREA CALCULATIONS SCALE=1 :100 (1 :200 WHEN PLOTTED ON 11 "x17" PAPER) 5ubArea Calculation 1/2 x m/ x 16,02 1/2x4.28.16.62 1/2 x (3.000)' x 1.03 3.000 x 13.62 1/2 x (3.000)2 x 1.57 3.000 x 9.05 112 x 14.67 x 9,05 1/2 x (3.000)' x 2.12 3.000 x 17.18 1/2 x (3.000)' x 1.06 TOTAL SURFACE AREA = 5ubArea 5urface Area ZC square meters) �?#� 524.7 34.7 Y 1. a 35.6 < rcf — 4.6 40.9: 7.1 27.2 66.4; s 9.5 51.5 gg 606.9 __ m GRAPHIC SCALE 0 1 5 10m 1:100 C CONCRETE DITCH RIP —RAP BED FOR EROSION CONTROL,AND ENERGY DISSAPATION, 1 METER LONG, 2.5 METERS WIDE, 0.3 METERS DEEP ! I �•• _ . . _ . _ _ GFtP`'�'�d?6 i.SQP N4 ` loll I ::.:.:.:.:.:...:.:.' � . - - - - - • ` • • FLOW SPREADER ISOMETRIC VIEW •+ -+- NOT TO SCALE 41 z z 0 a � 2 w 1 DATUM ELEV 0.000 ALL MEMBERS ARE PRESSURE TREATED LUMBER SIDE VIEW NOT TO SCALE VEGETATIVE T FILTER IL N DIMENSIONS GIVEN IN MILLIMETERS FLOW SPREADER DETAILS FRONT VIEW NOT- TO.- SCALE OUTFALL STRUCTURE, INVERT ELEVATION=3.300 LLL POND BERM CONCRETE DITCH g 0 RIP RAP BED FOR EROSION CONTROL AND ENERGY DISSAPATION, [i 1 METER LONG, 2.5 METERS WIDE, 0.3 METERS DEEP FLOW SPREADER, INVERT ELEVATION=3.250 E VEGETATIVE FILTER g S s! BEGIN CONCRETE DITCH, ELEVATION=3.110 r TIE CONCRETE INTO 0 ELEVATION= 3.03 ETEH D EXISTIG TCH, I iI ic 1_=w 0+000 0+020 0+040 0+060 PROFILE STATIONING IN METERS 0+100 0+120 N W a vD C B �lA SCALE=1 :100 (1:200 WHEN PLOTTED ON 1 1 "x17" PAPER)