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Home My WebLink About20010654 Ver 1_Site Plan_20010427~i I I i 1 i ~ 1 i i i i I If i f I [ 4 I I " E ~I I E I i ~ f O 4 " i ~ ~ I ; ; ~ 4n +T i y a,~c~ i i i t i COVER SHEET I E 1 I > C-1 SITE P LAN I r ~ i j C-2a GRADING PLAN I I I I ~ i C-2b GRADING PLAN i ~ i f i C-3a UTILITY PLAN A - - i " i - - C-3b UTILITY PLAN E w, " i ~ ~ I ~ E C-4a EROSION CONTROL PLAN I ~ ~..6 'r _ _ i - _ _ f I - - ~ _ 4b EROSION CONTROL PLAN i ~ _ i I f = _ C-W WALL PROFILES C-5 STORM SEWER P ROFILES o " s i i C-6 SANITARY SEWER PROFILES I I ~ ~ ~ 1 I C 7 DETAILS i C- ~ - - 8 DETAILS I f4 C-9 DETAILS i I i c I ( DETAILS ~ i C-11 DETAILS I I I ~ I i ~ ii " i C-1 Z DETAILS I R - i C 13 DETAILS ~ I " I " 1 - DETAILS C 14 I 7 E j ~ j r ( ~ ~ LANDSCAPE PLAN ~ I j I LA-2 LANDSCAPE PLAN I ~ ~ ~ I i I i ~ ~ 1 i i 1 I I i i ~ i i t i i ~ it ;k F ~ !L~-~ K~ . . y..,, j - I ! I 1 t _ i ~ i 1 ' D~ I 1 I i ~ J - I ~ ~ i i i i ~ i r, -a i -~4 I I ~ f E 1 { i ~ _ _.x.. xI ~ a • I ~ i i I i t r I i c.~. i i ~ r`.L'_ ~ lE: f n I - rs y ~ . ~ ~ ~,NTlCIPATED ACTI'~i!TY SCHEDULE E _ _ i at: 3 r +h;a~ . MONTH ~i >~;CTIVITY - - - " 1st 2nd 3rd 4 i ~ { ~ th 5th 6th 7th 8th 9th 10th 11th 12th f I INSTALL SEDIMENT 11 t i I CONTROLS i CLEARING AND ~ ' 2 - i 0 i GRADING STORM DRAIPv I ~ N p E m 3 INSTALLATION N p ~ Qi SANITARY SEWER x m ~ 2 A " INSTALLATION ~ ~ RI O < N I I - - - ' ~ GRASS - ~ 1 I ' 5 (TEMP.) (PERM.) N ~ I skw 7 m i - U TI L, TY _ _ N } I -i 4 6 I - INSTALLAT ON LONG SHOALS R 4~ ~ ~ r MAINTAIN EROSION 7 r+i f i CONTROL i " BLDG. CONST. i 8 D f Z I s AND PAVING SITE ~ ~ _ rn E FINAL 9 i S f LANDSCAPING i t ~ l ~ , VICINITY MAP ~ - ~ n ci Fay i ~p (NOT TO SCALE) NOTE: THE INSTALLATION OF EROSION CONTROL MEASURES V AND PRACTICES SHALL BE INSTALLED PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTI VITIES. a Err •1 18' 26' 18' CROSS-HATCHED INDICATES ~ ~ O O ~ STRIPED ISLAND ~ ~1 4 TRIPLE LINE INDICATES i o ~ ~ ~ CONCRETE PAVING N w ° ~ CURB & GUTTER , rn 3 ~ 0 ~ ~ 8' (I D N = d ~ ~ o (1,1 D , ?A~ Z 'I~ 8 . j HEAVY DUTY ~ ~ v 9' ~ ~ O ASPHALT PAVING ° m ~ ~ { n HANDICAP SYMBOL AND SIGN g' IPF i I ~ C~ F F F INCLUDE VAN ACCESSIBLE SIGN ai p, NORMAL DUTY LONG SHOALS RD w ~ ~ 8 F F AT LOCATION INDICATED ON , ASPHALT PAVING ~ t = °D ~ ~ ~ PLAN 6 ~ F Fri-CREEK ~ W F, F I Z ~x , c 1 F 3 WIDE ACCESS D.O.T. PAVING ~ ~ ~ LL ii D V m SITE ~ N 62' AISLE F F F ° F IMPACT GUARDRAIL, TYP. " ~F~- _ TYP, m W O 17 F F F\F F ~ ~ F F F F F ~ ' PARKING LOT STRIPING TO BE YELLOW N ~ v ~ to I ~ \ ~ HANDICAP SYMBOL TO BE BLUE WEKL~N F F F ~ F F F VICINITY MAP ALL STRIPING TO BE 4" WIDE 5 TRANSVERSE JOIN F F F F F F F I o~ (NOT TO SCALE) ~ c F F F 20' LONGITUDINAL JOINT IMPACT GUARDRAIL ANL A AN W ODEN z ~ LL! 4 ARDR IL D 0 0. PARKING LOT SLOPE TO BE 2% MAX. „ F F 7 CONC. SLAB ON 6X6 SCREEN FENCE, TYP- IN ALL DIRECTIONS AT HANDICAP IPF 10 10 W.WF ON 4" AGG• :NCE, TYP. ~ 4 F F ~ / SPACES W 0 ~ I A Q t ~ - - a VE F R S - - ~ ~ d 1 90° PARKING 2 WAY ~ ~ W z C-1 SCALE: NONE CSP-D4A ~ F ~ H. IPF . : W fx rs ~ ~ : ~ • % " ' ' ' ' • 1. ALL WORK AND MATERIALS SHALL COMPLY WITH BUNCOMBE COUNTY REGULATIONS AND ~ ~ ~d ~ ~ GATE O ~ ~ ~ - CODES, AS WELL AS ALL O.S.H.A. STANDARDS. /M~ • W BURTON F+' tl; . r + • i 48C 558 * • ~ + • ~ ; ~ t, may' *p. a .•j . • , 2. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY SY o~ ' ' ~ ~ ' HUTCHINSON-BIGGS, LAST REVISED 01-09-01. ~ . i° ' ' ~ + ' . ~ 3. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED, OR 1 , •.•.••F• 4,.. T ~ IPF , ; RELOCATED AS INDICATED ON THE PLANS AND iN THE SPECIFICATIONS. .z~4~. • r. . N A PERMITS BEFORE CONSTRUCTIO BEGINS. 4. CONTRACTOR SHALL OBT IN ALL ' •,9~., . . 5. BUILDING DIMENSIONS SHOWN ON THIS PLAN ARE "LEASE" DIMENSIONS. FOR ACTUAL DIMENSIONS ~ N IONS TO CONC. CURB & GUTTER ARE TO "FACE OF CURB". SEE ARCHITECTURAL PLANS. DIME S y' F,. F. F. . . .F~. K•~••~.•,•,•,• BOLLARDS IPF ' • • • •~C,,,•~ 6. TOTAL LAND AREA IS 13.511 ACRES. F•' F•'•'••~• BOL . ''~P . ~ - AT1 VIATIONS. BOLLARDS ~PF 7. SITE CONTRACTOR SHALL FURNISH AS BUILT DRAWINGS INDIC NG ALL CHANGES AND DE ' ' ' • ND IMPACT GUAR RAIL ONSIB E FOR WORK TO WITHIN 5'--0" OF THE BUILDING. • • • • • 8. SITE WORK CONTRACTOR IS RESP L K. .F.. F. . ' ' ' ' - BE PERMITTED THROU UNCOMBE COUNTY ~ ~ ` • 9. CONSTRUCTION TRAILER U~~D ON SITE SHALL GH B ~ ~ . F ~ F. • ~ • • PLANNING AND ZONING DEPARTMENT. F F .F..F.. F, .P A OD HA . , , . , • 10. THIS PARCEL OF LAND DOES NOT LIE WITHIN A SPECI L FLO ZARD AREA PER IPF , „ 2 F .F ~ F.. F. .F ' ~ FIRM MAP 37021C0456C, DATED MAY 6, 1996 ACCORDING TO HUTCHINSON-BIGGS. ' END WALL AND IMPACT GU RDRAIL EXTEND WOODEN SCREEN F NCE T R W F F _ ' .F, . F. , F • •F, • • ' ' ~ . , 11. PROJECT LOCATION: ti'~ F F F F F. . F. , x . ~ P.. " SOUTH SIDE OF LONG SHOALS ROAD NEAR INTERSECTION OF THE FOREST, PIN: 9644-06-37-0080, ( ' ' ' ' ' ' Markets Incorporated F F F F . F., p ~ F F, ~d • • ~ MO ULAR WALL 9644-06-38-2096 9644-06-38-2550 & 9644-06-38-4424 I F F F F.. '.F.• V ~ ooY . BUNCOMBE COUNTY, NORTH CAROLINA) 12. OWNER S ADDRESS: (lNGLES MARKETS INC., P.O. BOX 6676, ASHEVIILE, N.C., 28816, GORDON MEYERS} tl"~ x~p 2 ~ ~A~'.ST AGE ANK _ » , , . NO PARKING FIRE LANE WARP ASPHALT REINFORCED .RP ASPHALT FLUSH WITH ~~e a; ;Q,; ~ ' • • • • SIGNS TO BE MOUNTED SIDEWALK FOR EN CONCRETE WALL o~~ EWALK FOR ENTIRE LENGTH , . , • • . THIS AREA ONLY drb o - ' • ON BLDG. 50 O.C. OF STORE (1:12 N STORE 1:12 MAX SLOPE , f ( ) TO END - 252 LF ~ ~ °z . ~ 324 on • . Q 14. ~ _ Q Z ~ ~v.~~~~c~ss~~ ~ ~ ~ -THRU . , • . . . r5 .r ~ z o .............'.2.5..,................ tag?/2~2 - R! ~ 4~ ~ v F: _ ~I ~ M c Q y= S~ 4 ~ :d 9.5 , TYP. 18 , TYP. TYP. _ ~ Z -3e~ o _ ~ W ~ J Q E,;,;,. ; . . . ~ w j' . Z ~ J ~ Ntx ,a 20 20 22 20 2e c o a . _ 22 22 , , 52 ~ ~ > Z ~ _ ~ , ~ ~ • $3.$ • • 62 62 62 62 r~ - 62 62 '66 43 Q W ~ ~ 1 - . . G Z Q ~'j•• _ I o Q Q Z - v Q WOODE SCREE FE CE o ~ . ~ ~ _ . , • • , , • _T ~T ~T ~T o ~ ~T ~T , A ~ DOT EASEMENT INFORMATION PROVIDED BY HUTCHINSIN-BIGGS I ~ a~ INSIN-BIGGS SURVEYORS E- I~ CP&L Co. r INFORMATION BASED ON PRELIMINARY DOT PLANS GAS , ' ' ' ' ' ' ' H END WALL -EXTEND WOODEN pEV14StON8 LD ZONE ~r ~ ~ 1169/407 , , , ~ aN ~ NO BUILD ZONE sicN PYLON ~ ~ ~ • • • T ,r u r•'• SCREEN FENCE TO R/W OWNER COMMENTS TBM 2-NAIL IN PP - w CP&L SfNQ " CD 27CC G ~ ELEV.=2176.44 \ I IPF s " ' NEW FOOTPRfNT ~ ,,.ar 2 S SIGN fi ~PK c»~ 10-16-01 r~ `i'~~_ 1; 1. THIS PLAT MEETS THE REQUIREMENTS FOR A CLASS 'A' TOPOGRAPHIC - SURVEY AS DEFINED IN THE "STANDARDS OF PRACTICE FOR LAND ~ SURVEYING IN NORTH CAROLINA." 2. CONTOUR INTERVALS EVERY 2'. 3. COMBINED GRID FACTOR 0.9997805. ti 4. ALL BEARINGS SHOWN ARE NC GRID BEARINGS; ALL DISTANCES SHOWN ARE ~ GROUND DISTANCES, UNLESS OTHERWISE NOTED. TBM#1-FIRE HYDRANT 5. TOTAL ACREAGE: 13.511 ACRES D.M.D.. v~i - ( ) W ELEV.-2173.46 U ~ 6. REFERENCE TO UNRECORDED PLAT BY CARTER & BEARDEN ENGINEERS, PROPERTY 0 OF W.C. HICKLIN, DATED JUNE 24, 1955, DRAWING C-211. 7. ALL LOCUST HUBS FOUND ARE 2X2. 8. SUBJECT PROPERTY DOES NOT LIE WITH?N A SPECIAL FLOOD HAZZARD AREA PER FIRM MAP 37021C0456C, DATED MAY 6, 1996. H 9. SUBJECT PROPERY LIES WITHIN THE LIMESTONE TOWNSHIP AND IS ZONED R-2. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY V1 10. ELECTRIC SERVICE IS PROVIDED BY CAROLINA POWER & LIGHT; BREVARD RD, TITLE COMMITMENT !D: 00-A17609, EFFECTIb'E DATE APRIL 20, 2000 ASHEVILLE, NC PHONE: 1-800-452-2777. SCHEDUI F _~_~:,__E XCt°TIC)P1S. R F R N EEECE 11. WATER SERVICE IS PROVIDED BY THE ASHEVILLE BUNCOMBE WATER AUTHORTY; 1. SPRING AND WATERLINE EASEMENT D~ 501, PG 396 -NON SPEGFlC. DB 1856, PG 720 PHONE: 828-259-5617. DB 760, PG 564 DATE 2. TIMBER CONTRACT OB 766, pG 421 -NON SPEGFIC. DB 1430, PG 397 41.02.41 ~ ; 12, TELEPHONE SERVICE IS PROVIDED BY BELL SOUTH; PHONE: 704-780-2800. 3. EASEMENT OB 872, PG 233 -NOT ON SUB~CT PROPERTY. DB 1298, PG 338 4. CAROLINA POWER & LIGHT EASEMENTS OB 704, PG 381, DB 712, PG 404, OB 1176, PG 509 ~ ~ 13. SANITARY SEWER SERVICE PROVIDED BY METROPOLIIIAN SEWERAGE DISTRICT, AND DB 1663, PG 294 -NON SPEGIFlC. P6 34, PG 141 ~ 65 000 S.F. PROJECT NUMBER ~ lNGLES > oun~ir. cnQ_o~~_e~a~ ~IIVIY L. ULU-LVI- T/V1. 14. NATURAL GAS PROVIDED BY PUBLIC SERVICE GAS CO.; PHONE: 828-258-6528. S~ SCALE. 1 „ 50 , PARKING 325 SPACES 00 . 16 9 = N, 15. INFORMATION ABOUT MANHOLE MSD # 28837, (LOCATION, TOP, & INVERTS) WERE PROVIDED s BY METROPOL111AN SEWERAGE DISTRICT; RATIO 5.0 SP/MSF SHEET NUMBER 8 PHONE: 828-251-4781. 50 50 0 50 100 150 FEET PARKING SITE AREA 13.51± ACRES IS o~ Z0 ¦ AS 02 F` fS 111 '111 1 ~ ! I ~ ` \ \ 111 11 \ 11 \ l 1 1 1 1 1 11 1 1 1 1 ~ 1 11 X11 ~ 1 ~ 111 \ ~ 1 1 \ vvA\ 1 11!11 ~ ~ ~ / , ~ ~ ~ ~ / 11 1i 1 \ 1 \ ~ , ~ ~ \ e ~ \ 1 11111 ~ ~ ~ 1 ~ \ CALCULATIONS FOR \ \ ll 1 ~ \ \ STORM SEWER DESIGN COMP. BY: DATE: PAGE. \ \ 1 ~ 111 1 1 \ \ ~ ~ ~ ~ p ~ p \ \ \i\\1 11 ~ ~ \ \ ~ \ 0 \ a t ~ PROJ. No. LOCATION: CHEKD BY• AVA 1 ~ 111\1 1 \a 111 ~ ~ ~ V A i0 ~ ~ ~ p ~ a~ DATE: OF ~ I t 1 i I L\ t \ 111 1 1111 i 11 1 ~ \ . \ ~ 1 ~ I 1 ~y 1 1 1 A ~ 1111t~ (111 1 `s i 1 T t v FROM PIPE INLET TO PIPE OUTLET ~ 1 t\ ~ I ~ ~ , ® \ ~ ~ ~`''~--120 -p-~--•---- EXISTING CONTOURS 6 1r`,~ III ~ 1 ~ E \ \ \ FLOWIINE FLOWLINE A CA TOTAL Tc i Qd PIPE SIZE Qfuli 5 ~ ~ \ ~ \ \ 1 ~ 1 \ ~ ~ \ LOCATION ELEVATION LOCATION ELEVATION ocres C CA miss. in, r c.f.s. - SLOPE LENGTH 1 ~ iNV.~to2 ~ \ \ ~ ~ acres /h . n-(o.o~~j c.f.s. 1 ~ - - ~ \ ( \ \ S \ z ~ JB 3 ~ i 120 - PROPOSED CONTOURS 0 s ~ = 42.0, ~ ~ ~ W ~ I \ DI#1 a 68.64 JB#4 68.17 0.31 0.95 0 5.0 ~ \ \ \ I \ \ \ r .29 0.29 0 9.10 2.68 15 in. 4.95 0.50% 92 ft \ \ ~ ~A ~ 1 \ \ \ \ ~ \ \ s ~ ~ INV = 26~ ~ ~ ~ W \ ~ ~ ~ 0 JB#4 68.18 YI#1 67.90 0.00 0.9 \ \ I I 1 ~ 1 1 ` t \ \ \ 5 0.00 0.29 5.00 9.10 2.68 15 in. 4.99 0.51% 55 ft \ \ \ \ ~ ~ ` , ~ \ \ \ \ + 2 EXISTING SPOT ELEVATION . ~ ~ UT)=25.8 ~ ~ < ti DI 1 \ i I I \ \ \ \ \ \ # b 68.78 YI#1 67.90 0.90 0,95 0.85 0.85 5.00 9.10 7.78 18 in. 7.79 0.55% \ \ \wv. ztoz I I 1 \ \ \ ti ~ is ~ O ~ ~ ' \ ~ + 20.50 F- ~ ~ ~ ~ I ~ PROPOSED SPOT ELEVATION i ~ ~ YI 1 160 ft \ \ \ \ \ 1 \ \ \ \ \ \ \ # 67.90 EXHW 64.70 0,10 0.95 0.10 1.24 5.00 9.10 11.32 15 in. 16.16 ~ F 1 1 1 1 \ \ + s 5.33% 60 ft ~ \ \ \ \ 1 ~ \ ~ \ \ \ ~ YI ~ W c~ ~ # ~ oc DI#2 65.62 DI#3 64.62 0.70 0.95 0.66 0.66 5.00 9.10 6.05 i8 in. \ F \ 1 1 \ 1 \ \ \ \ 10.50 1,OO% 1ao ft \ \ \ \ ~ ` \ \ \ 1 \ ~ ~ ~ ~HROR~T = 45.5 PROPOSED STORM SEWER < ^ ~ 4 = ~ DI#3 64.42 JB#1 63.18 1.12 0,95 1,06 1,73 5.00 9.10 15.73 24 in. 19.61 1.00% 124 f 1 ~ 1 \ \ ~ ~ \ \ \ t ¦~~¦~~I~~~~~rN~ 1 Lei yr \ JB#1 62,gg DI#5 60.26 0.00 0.9 SO ~ ~ ~ INS OU = 40.39 ~ ~ a 5 0.00 1 J3 5.00 9.10 15.73 24 in. 19.61 1.00% 272 ft \ 1 F \ \ \ DI#5 60.06 JB#2 59.62 1.28 0.95 1.22 2.95 5.00 9.10 26.80 30 in. 31.37 1 1 \ \ \ \ \ ~ m ~ EXISTING STORM SEWER W ~ ~ ? ~ < x DI 4 1.00% 44 ft \ 1 ( F ~ \ ~ 2 \ \ # 63.00 JB#2 58.58 1.85 0.95 1.76 1.76 5.00 9.10 15.99 18 in. 16.15 2.36% 187 ft ~ 1 ~ \ 1 = 4Q.1 ~ ~ ~ ~ ~ a ~ 1 1 \ JB#2 27.83 JB#3 26.00 0,00 0.95 0.00 4.70 5.00 9.10 42.79 36 in. 48.17 1.00% 1 LL~ ~ ~ ~ 183 ft 1 ~ \ \ = .1 ~r ~ ~ EXISTING STORM SEWER u. ~ ~~l~~l~>l~ a ~ fog ~ ~ \ V \ F OFF` F \ \ ~ Os JB#3 25.80 JB#5 16,00 0.00 0,95 0.00 4.70 5.00 9.10 42.79 36 in. 101.67 4.45% 220 ft 1 \ \ \ (TO BE REMOVED ~ \ ~ ~ 9 l~F CMP 1% Os ~ a ~ ® ` J N 1 \ { JB#5 2,115.80 J8#6 2,085.00 0.00 0.95 0,00 4.70 5.00 9.10 42.79 36 in. 164.22 11.62% 265 ft ~ \ " 1 ~ \ i 1 \ \ 1 ~ 1 \ ' ~ \ I r ~ I r ~ ~ 1 LR 1 CMP ®8.89% PROPOSED RETAINING WALL JB#6 61.94 HW#2 61.00 0.00 0.95 0.00 4.70 5.00 9.10 42.79 36 in. 48.17 1.00% 94 ft 1 1 1 \ \ F F F ,c . K ~ ~ ~ \ \ ~ ~ ~1 1 1 1 l > 1 1 1 ~ (f ~ ~A , t y \ 1 \ \ / ~ ~i/ \ rn~ ~ w WO 3 , ` B 9 ~ ~ 1 1 1 1 1 F K F / ~r ~~IN.= 8.1 2 ~ ~ 0 =64.0 ~ ~ ~ t ~ ~ m ~ I~lV IN) = 39.9 p / / ~ / / / 1~ 1 1 1 ~ 1 ~ F / / / C7 ~ ~ ~ r ~ ~II~V OUT)= 39.7 < p I ~ 1 1 F F Z ( ~ IF / / ~ W 0 L / NV. 2146.1 ~ I 1 1 1( I I / I- 20 N ~ VEI20~EE B F E~ ~ ! v ~ 4 i ~ ql 4 # I FIF ANT1gPATED ACTIVTY SCHEDULE ' ~ ACTIVITY APR YAY JUN NOV Q q0 I B~E I I JB~2 / ~ NSTALL sF ~ a ! ~ / ~o ~ ~7to I I ~ (I ~ / TOP 677 a~AreNC A~ W Z INV( .o ~ II ~ ` If~V I -A = 59.08 s 0 ~ I ! 1 x'67. / i / I 1) / ~ / ~ - 1 I! / / /ff - ° I~IV - = 58.58 ~ ° / yN 3 4VSTauAnaN - fr . _ NV OU = ~ 27.83 SArNTARY sit I 1 / ~6X / f ~ ~ / - 4 NSTAlJ.A110N W ~ , ~ ~ CA _ / f / q ~ ~ / ~ LCULATIONS BASED ON A XX YEAR STORM I - X.XX Wd 9 ~ / / ~ 68.E - ~ ) 1 / a ° s PEfMI. / urR,tY p A - ~ e RISTAt1A710N m r-----.; ~ DI#5 ~ ca a ~ ° • 98 LF 30 M ,-(~.1 Z. _ _ - i inc. IlI f ~ F/ / / / ~ - J 8 ! / / / / / i ~"r - - F F ~ TOP = 67.0 8 AID PAVWG ~ r ~ INV IN = 60.26 FilAl. /=J6$. g8 / / / ~ ~ / / I F / , / / / / ~ N d ~ 25 7 / / / / / ~ ? 158.'9 ) 9 _ _ - ~ ~ INV OUT)= 6 _ TOP = 69.x' / I / / r r ~ io aFAN ~ - AFET~i~E E/f0 E IN ALA _ / / / / / / `PF/, INV- ,3?'6 8 / ~ / / , ~ - - ' FOR ~4LL S 2 AN OVE P. N01E s ~ r ~ ~ . + F!~ ~ / / / / ~ wm uJ~ o~n AcnvtlES. / i " ^2180-..,.,, / / <~+zr' / / ~ / - ~ti .w.. ~ ~ / / / + ~ / / / / f ~ / / / N , . ,~~'r~,: h ''e r- it A~+i / ~ i i d t t I I ~ ' ~ ~ / F ~F F FIF/ I I / / / / / / / / ~ I - - - ~ OR LL CTIO • " EE f / / / / ~ ' F . ` F F ~ F / / f / / / / / / / / / ~ ~ 1 ice. ~ e y , SHEE C-W TYP. ~ ~ . 1j 11 ~ / r / F F F F/ / / / / / / ~ / ODS ~ _ ~ ODDS - , ~ p 111~~ / ~ ~ / / / / / ~ wo 2164 1 1 ( / / F FIF F F/''' ~//J / I / / I 1 1 / , ~ f / , / ~ - A . F F ~ F F F / ~ 11~+2~~ F(F / / / ' 18ifz~~.ie. It ~ 1 1 W ~ ~ / / / / f • • / • / / I11 ~F F F F FI F F F~ F F~ I / / / / 1 / _ / / / / / / / / ~ 1 1 11 1 1 IF~F F'~F~. F F F G"J ~ I~ / / / / / / I / , g17 MODULAR WALL Y OTH S 1 - ~ ~ ~ / / / / / - 111 111 - - ~ ~ ~ ~ ~ / / ~ / ~ mar/ a®,q ` O 1 111 11 ~zr ~ ~ ~ /i / 1 40 ~ ~ ~ / / 3 / / n f 1 11 ~ / / / / ANOP ~ i i - ~ - ~ ONCRE WA ~fe ENV 2143.fi 1 1 _ / / / / / 1. (~E TO STQ~' .,r... ~ - - - _ _ _ _ ~ THIS AR A ON ~ d~a ~ ~ 9. END 252 LF ~ ~ 1 ~ ~ ~ J / / SE S .8TEM ~ ~ ~ ~ ~ i / / ) ~ ~ / / ~ / i ~ ~ 1 / !8 ' / 1 7.8 0 R d ~ ~ c R 72.0 72.0 72. _ ~ , ti , ~ , ~ r,# ela~c+ ~ ~ \ rrAUS ~ \ Q ~ i i i ~ ~ 2ts8 \ ~ ~ ~ / / ' a ~ i ~ PVG GAI~4P't DRAIN ~ 4 Z 9 LaAO~tc / I ~ \ Z J DI 1 i _ ~ ~ ~ / r / i J 1.0~ TIE TO R CAI~4P't DRAIN ~ °0a` i ~ ~ ~ ~ ~ t~I I t ~ J J o~ TIE TO RM ~ TOP I 1. \ I ~ ~ ~ / / ) ~ ~ ~ O Q YSTEM ~ TO = 71 ~ ~ t~ ~ ~ IN PoRC~ ~ ~ r / 7. / . 35 _ ~ D1~1~ ~ ~ i + , ~ Q INV IN = 318 1 M o INV OUT = 6 .9 ~ _ ^ ) { U ~ X I I c a! U 4 HOVE I ~ 1 ~ ~ - atc / 1 I r- 6 ~ / I V- 6~: 2 ~ ti ~ ~ o .2 Q Q 2 ea ~ = w Z 0 71. D , ~ 8 i / ~ J , ~ I- ~ I o - / I / - ~ ~1 i ~ / ~ 1 aonA ~ xJOa , (L` W DI#3,u~s ~ ~ ~ ~ M HOME 7 'z t I / J / 70 I o~ ~ 2 / / 70 _ ~ / Z ~ TOP - 69.3 ~ ~ ~ ~ SHEO \ ~ i S70RY / INV IN = 64.62 ~ ~ ~ w + 1141 , sroRr / L ) I oat _ ' ~ Z ~ _ c ~ w+oon ~taaE ® ~ l ip/ ~ C 1% INV OUT - 64 ~ ) I w ~ to 69.3! x e u / Q ~ V uw B 1 0 F 1 I ,n j~ / ~ 69.5 + „ / $ 1 C 1% ~ r~ E I D Q ,e* ~ t- W ! / I H~ EQUIV. DIAMETER 15 ( w ~ / ~ ~ + coatz ~ ~ v ~ S ~ Q i / ~ 92 LF CSP PIPE RCH ® ~ .2 ~ ~ l ~ 1 t ~P~ ~ v 1. ~ _ - = sou 632 - ~ ~ i ~ - m / ASPHALT ' MOBI H t O Q 1 ~ \ ` X ~ ~ L \ ~ ~ ~ "1 q ro[ X ~ ~ X 9'0a / PARKING ~ ~ Z \ s? GitAVEl ~ / AREA \ ~ TBM#2-NAIL IN PP - cP&L ~1 BRICK r+n ~ 25 70.6 a+s 76 7 OWNER COMMENTS/ SURVEY CD 27CC SIGN 1 PLANTER + \ ELEV.=2176.44 ~ _ 1 j ~ 1 ADDITIONS - 02-15-01 r \ ~ f 1 / \ /SIGN iNV. fi7.8 1~~~A1 S-, / / ~ f BUNCOMBE EROSION ~ ~ r - ~ - . 2 c.. i- r '--C- 5'4s ~t~~ ~ COMMENTS 03-02-Ot TOP - 70U~ \ / /JB#4 ~ ~ INV IN = 67.'~ \ \ ~ ! I 1 I I 1 r I 3 NEW FOOTPRINT / / _ / h O / / ~ TOP. - 72.05 EX INV(OUT)- ~ \ - 1 ! ~ i I f t ~o-~s-o~ / / / ~ INV = 68.1 - - _ _ _ I i~Jlt6 / / / / / / ~ _ „ / / fNV.2i64.7 ~IIV. METFR 15 ~ / y ~ 5 LF CS •PIPE CH .5~ 1 1 / TBM#1-FIRE HYDRANT W W ELEV.=2173.46 0 I~ MATERIAL NOTES 1. ALL AREAS TO RECEIVE PAVEMENT, STRUCTURES OR FILL MATERIAL SHALL BE STRIPPED OF ORGANIC MATERIAL, TOPSOIL, AND DEBRIS PRIOR TO 1. SANITARY SEWER SHALL BE AS INDICATED: CONSTRUCTION. EITHER PVC, SDR 35 PER ASTM D3034; OR DUCTILE IRON PIPE PER AWWA C150. 2. ONCE STRIPPING HAS BEEN COMPLETED, ALL AREAS TO RECEIVE FILL SHOULD BE PROOF-ROLLED IN THE PRESENCE 4F A REPRESENTATIVE OF THE SOILS 2. 6" OR 8" WATER LINE SHALL BE DUCTILE IRON PIPE PER AWWA C151. ENGINEER. SOFT AREAS ENCOUNTERED DURING PROOF-ROLLING SHALL BE 3. WATER LINES SMALLER THAN 6" SHALL BE EITHER COPPER TUBE TYPE "K" (SOFT) PER ANSI STABILIZED BY COMPACTION OR UNDERCUT. 616.22 OR PVC, 200 P,S.I., PER ASTM D1784 AND D2241. LL ° 4. STORM SEWER LINE SHALL BE AS FOLLOWS; 3. ALL FELL MATERIALS SHOULD BE FREE OF ORGANIC OR OTHERWISE UNSUITABLE LATE 9 CMP, SHALL MEET ASTM A 760/A 760M AND A 444, AS APPROPRIATE, AND IS TO BE FULLY s ~ BITUMINOUS COATED PER ASTM A 849; MATERIALS, AND COMPACTED TO A MINIMUM DRY DENSITY OF 95~q AS OBTAINED ~ ~ • O Z • O I OR ALUMINIZED TYPE II WITH REROLLED ENDS & BANDS. z BY STANDARD PROCTOR ASTM D698. FILL SHOULD BE PLACED IN LIFTS NOT TO EXCEED 6 INCHES IN THICKNESS. eenienT irr~eee RCP, CLASS III PER AASHTO M170 IN RIGHT-OF-WAY. ~~yv- rnv~v rain 5. PRECAST STRUCTURES MAY BE USED AT THE CONTRACTOR'S OPTION. 4. ALL UNDERCUT AND FILL OPERATIONS SHOULD BE MONITORED BY A 00- 169 "m 6. ALL CONCRETE TO HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P.S.I. SCALE; 1 = 50' REPRESENTATIVE OF THE SOILS ENGINEER. OWNER, AT HIS OPTION, MAY sa PERFORM DENSITY TESTS TO VERIFY THAT SPECIFIC COMPACTION IS OBTAINED. SHEET 50 50 0 50 100 150 FEET o3 Z~ 5. THE UPPER FOOT OF FILL BENEATH PAVING SHALL BE COMPACTED TO 98% OF MAXIMUM DRY DENSITY PER STANDARD PROCTOR ASTM D698, AT A MOISTURE o~ CONTENT WITHIN 2% TO 3% OF OPTIMUM. -2a U ~ / ~f} ~ ~ ra / /11 ltd, /1 1 2 ltd, ~ o 1 11~ I ~ ~ iJ / ~ 24" CMP ®1 ~ ~ ~ 1L o / / 1C / 1 t HW1 r / 1 ~ 1 f ~ / ~ - Ly lif IN . - 2060.1 y ~ I ~ i ~ ~ ~ EXISTING CONTOURS 6 t ,{l a ~ jl ~ c~c 1 CL/ ~ i ~ I . so.7 120 PROPOSED CONTOURS W o W / i ~ I ~ W ©'4 ~ / k i I +20~ EXISTING SPOT ELEVATION t ~ I SfBNTfON POND ~ o /I~ , F I ~ ~ + 20.5o PROPOSED SPOT ELEVATION w 1 I a~ 1 PROPOSED STORM SEWER .r ~ = o0 ~0,/ _ ~LOP~ / ~ FIRST FLUSH IILEVATION 1 d ~ i CAPACI'TY • 21,810 CF EXISTING STORM SEWER ~ 1 x ~ i ~ r 1 1 i~ a ~r ~ RM SEWER ~ ~ ~ EXISTING STO ~ t 1 C.BAIN--E4P}IE"F~NCE ~ 1 TO BE REMOVED ~ I ~ ~ J N ~ ~ 4 PROPERTY / r r,,, / ~ _ ~ i w 1 ~ PROPOSED RETAINING WALL ~ - N ~ W ~ ~ 1 y ~ ~ 1-- ~ \ n„ BURTON / ~ r / r / 1480 558 ~ r ~ / ~ ~ ~ < o \ ~ a W 0 ~ .c / / / ~ i / / ~ ~ w / ~ ~ ? / / / ANTIgPATED ACTINTY SCHEDULE I ~i o ` , AC11V1TY AR APR IdAY UO NOY C ~ ,C / ! J ~ ~ / ~ r / ~ i ` , 1 WSTALL SEDN~l1 d ~ W ~ z~ / r / 1 ~ / / / / ~ a,. STCRY DRA1! / I'' ~ i ~ ~ 1 / / /f0 - L I g 0 ~ / f / / / 3 lSTAW4TION _ ~ / S+W7ARY SEVER ~ / / / / / / IN 0 2661.14 r , i 4 BaSTAl1ATI0N 5 ~ a f / / ~ ~ r 1 / l / / / / i . o 1 / / ~ ~ ~ _ ~ s NbTAtU110N m MAMTAIi 1/ J f f J J/ i _ coxma _ enc. cam. 1 ~ / I l ^ 8 A1O PAWMr ~_~5~~`` tii ~ I 1 i '`w• ~ ~ ~ 1 I ~ / / X ~ ~ ~ ` 10 CLEAN l~ 1 I I I / l I I / / / J - l ` ~ ~ 1 1 s 1 ` NOTE: EROSION INSTAllEO PRIOR 10~Q ~ .J ~ ~ ~ MiI1N lAlq DIS1UR~t0 ACRN7E5, 1 1 1 1 / / / / / r ` ~ ~ ~ e s 1 III / / / / / _ _ / , \ ~ 1. ...y I III I I J / , 1 I I I/// ~ ~ / \ I 111 1 J / / 1 l I I I I( / / 1 ~ ~ j CALCULATIONS FOR STORM SEWER DESIGN COMP. BY. DATE: PAGE; l I 1 4 ( / / r / ~ 1 1 ! 1 I I I l I J / \ 111 r~ ~ r i. - A~~ 2• a~ / i- PROJ. No. LOCATION: CHEKD BY: DATE: OF I I I I I / / f 1 III I I r r r~ I~P ~It~I3T[~~tBBH BA , ` t 1 i ! / 1 11 / / / ~ ~ I t 1 Rk ~ / FROM PIPE INLET TO PIPE OUTLET 111 I / / / ~ FLOWLINE FLOWLINE A CA TOTAL Tc i Qd PIPE SIZE Qfull ` I 1 \ I I I ~ i 9 C _ SLOPE LENGTH 111 I ( i / , e?• ~ ~ LOCATION ELEVATION LOCATION ELEVATION acres acres CA mins. in./hr. c.f.s. n-(o.ot~j c.f.s. ` 1 1 I I ~ \ I I i / / ` I I r ~A •`'a~aia.a,~. 2 ~ 1 "`~+IZ--- JB 4 0.95 0.29 0.29 5.00 9.10 2.68 15 in. 4.95 0.50% 92 ft I 1 I 2 DI#1a 68.64 # 68.17 0.31 I ` \I ( I ( / III I i I ~ JB#4 68,18 ~#1 67.90 0.00 0.95 0.00 0.29 5.00 9.10 2.68 15 in. 4.99 0.51% 55 ft I ~ I I I I III I / /ow 1 I I I I e~ DI 1b YI 1 67.90 0.90 0.95 0.85 0.85 5.00 9.10 7.78 18 in. 7.79 0.55% 160 ft III I I I # 68.78 # I III I e?•~~ ~ ~ t _ _ 1 I I i fj YI 1 67.90 EXHW 64.70 0.10 0.95 0,10 1.24 5.00 9.10 11.32 15 in. 16.16 5.33% 60 ft } 1 I ~ ~ I I ( I # ~ \ 11 I III / / DI 2 65.62 DI 3 64.62 0.70 0.95 0.66 0.66 5.00 9.10 6.05 18 in. ?0.50 1.00% 100 ft ! ~ 1 1 I 1 1 # # ! .tr ~ 11 5 ill I ` - DI 3 64.42 JB 1 63,18 1.12 0.95 1.06 1.73 5.00 9.10 15.73 24 in. 19.61 1.00% 124 ft ~ \ 1 I_I 4 . I ( ~ Y # # 1 ~ 1 1\ I I Y ~ ' ^ tl'? ~ ~ DI 5 ,95 0.00 1.73 5.00 9.10 15.73 24 in. 19.61 1.00% 272 ft ti \ \ \ I I~Iy = 6 \ r o / JB#1 62.98 # 60.26 0.00 0 \ \ \ ` \ \ ~ R ~ I ~ 26.80 30 in. 31.37 1.00% 44 ft \ \ =1 1 ? } sioEw / DI#5 60.06 JB#2 59.62 1.28 0.95 1.22 2.95 5.00 9.10 \ \ ( \ pu~~ ~ ~ \ ~ \ ` ~ 1 1 I \ 1 \ to i ~ =p og DI 4 63.00 JB#2 58.58 1.85 0.95 1.76 1.76 5.00 9.10 15.99 18 in. 15.15 2.36% 187 ft \ \ 1 \ 1 \ 1 1 \ ~ ( # ~v \ V\ 111 1111 \ i l A ~ dry 0,00 4.70 5.00 9.10 42.79 36 in. 48.17 1.00% 183 ft \ \ `\I \ ~ JB#2 27.83 JB#3 26.00 0.00 0.95 \ \ \ \ Q~ \ \ \ \ \ \ \ ~ ~ ( 36 in. i 01.67 4.45% 220 ft ~ 11 I \ ~ \ \ ~ ~ , ~ ~ JB#3 25.80 JB#5 16.00 0.00 0.95 0.00 4.70 5.00 9.10 42.79 Igo `11 \ \ \ \ ` ( in. 164.22 11.62% 265 ft \ ~ 11 ~ \ ~ ~ JB#5 2,115.80 JB#6 2,085.00 0.00 0.95 0.00 4.70 5.00 9.10 42.79 36 \\\,b \ 11 \ 1 1 \ c ~ 6 in. 48.17 1.009 94 ft \ \ ~ 11 \ \ \ ~ \ \ JB#6 61.94 HW#2 61.00 0.00 0.95 0.00 4.70 5.00 9.10 42.79 3 \ o \ 11 \ 1 \ \ \ 1 1 ~ Q ~ 111 \ \ 1 ~ 1 11 \ ~ \ \ \ ~ ~ ~ z \ \ Q ~ tt \ ~ \ , \ i~ \ \ ~ Z t \ ~ ~ - \\1 1 1 \ \ \ Il ~ \ \ \ ~ ~ ~ ~ o~ a ~ \ \ ~ QO ~ \ 1 111 1 ~ )1 \ o \ \ \ ~a \ \ ~ ~ M a \ \ 1 1~ 1 ~ e\\I 11 \ ~ \ \ \ 1~ \i I 1 ~ 1 c' ~ \ 11 ~ ~ 1\i\ 1 ~ I1 I 1 \ \ ~ ,I s eye 1 1 ~ ~ a \ ~ _ do 1 1 Il` I!1\ ~ t l 1 T ~ ~ t 1 1 1 1 1 ~ \ \ \ ~z 1 1~ ~ 111\ 1 i I ~ \ ~ \ i 1 ~ ~ , \ 1\ I \ .Q 1 ~ Iwv,~Zto2. \ \ \ ? s \ # ~ ~ L+! 1 1 I \ 1 ~ \ .s ~ INV = 26~ ~ \ Z ~ ~A ~ \ \ ~ i II ~ ~ ~ ~ ~ ~ W o- ` ~ UT 5.8 (7~ ~ ~ \ w ~ ~ JI II S \ I \ \ \ \ 1 I \ ~ ~ so Z ~ _ ~ ~ i \ \ \ ENV. T101 ~ ( 1 l ~ \ \ \ \ \ ~ F F \F ` I \ \ \ \ \ \ \ \ \ ~ ~ YI ~1 ~ Q ~ ~ Ht~ CALCULATIONS BASED ON A XX YEAR STORM (I X.XX) ~ \ 1 ~ \ ~ a ~ \ = 4 .5 H E)= ~ r~ ~ ~ ZHROR~T 5 V \ \ \F 11 I \ \ \ \ I ~ 1\ ~ t ~ SO ~ ~ ~ INV OU = 40.39 ~ ~ \ ~ ~ ~ ~ ~ ? ~ u. \ I F ~ ~ \ \ _ \ ~ ~ 2 ~ 1 I ~ \ ~0 2 ~ ~ ~ ~ ~ \ ~ ) 4Q.1 ~•'C ~0 ~ . ~ \ 1 L'i d AR ~ \ 4 t \ \ F F \ ~ ~ ~ ~ ~ ~ 91~F~'"CMP®1% 1 / F` ` ~ \ \ \ ~ ~ ~ ~ ~ \ OWNER COMMENTS/ SURVEY ~ ~ _ ~ MP ~ 8.89% 1 \ ~ ~ 1 LR 1 C ADDITIONS - 02-15-01 . ` ~ ~ \ l ~j ~ ~ ~ \ \ 1 \ \ \ WETL nr~ ~ F \ ~ ~ ~ ~ W INO 3 1 B 9 ~ ~ - \ ~ ` Q = 64.0 BUNCOMBE EROSION 1 1 1 ~ \ ~ F F/ F r F~ ~ ~ I~IV IN) - 39.9 COMMENTS 03-02-01 1 \ 11 \ ~ / / 11 11 1 , ~ { / / / / / 'G ~ y~ ~ ~ ~ ~ ~ INV OUT)= 39.7 \ > > l11 I { ~ j --y ~ Kv, y~~o.~ 3 NEW FOOTPRINT ( 1 1 I IK F F I 1 1 1 1 J / II \ I I / / tO 16-01 ~ ~ ( N ~ VEEE B ~ I 1',20 ~ ~ ~ ' , # I I F 1 F I 1 } ~ ~0 BCE{ I L I I JB / I ~ ) / XO ~ 1670 l / / / T ~ 677 II o i ~ I ~ ~ 31. N r I V I -A = 59.08 I~IV - = 58.58 I I 1 F / / / Z1 ~ ~ X57. ~ / 1 / / r / . NV OU =X27.83 I I } 1 ~ f ~ / , / / ~ ~ ~ 1 I J r / ~ / ~ / 1 r 9 ~ ~ it ~ y~~ ~ I 7.V ~ ~ / ~ wc~ >r l f l ~r I .1 d ~ 0 ~ ~ ~ i ~ ~ 8 ~i~P/ A - - f _ _ ~ Dl#5 98 LF 3 M ,,~1~.__ - - ~ TOP = 67.0 _ F ~ 88:~ ~ ~ ~ f INV IN} = 60.26 JBS 1 / ~8 / , ~ ~ 1'"--- INV OUT = 6__ / l / 1 / / / / / i / i58.~ JB#7 , / / / ~ f f ~ ,7~ 3/ / / i S8.'9 _ - ~ + - AFETYi ~E E PTO E IN ALA ~ TOP = 69.E / / / ~J F ~ ~ ~ i ~ FOR ~tLL S 2 AN OVE 1. ALL AREAS TO RECEIVE PAVEMENT, STRUCTURES OR FILL MATERIAL SHALL BE ~ ~ i _ ~ / I / , / / INV.- ,31'6 / i / ~ / ~ / / r / ~ ~ ~ F r / i STRIPPED OF ORGANIC MATERIAL, TOPSOIL, AND DEBRIS PRIOR TO ~ ~ _ _ _ _ ^216lj.. ~ ~ ~ ~ CONSTRUCTION. MATERIAL NOTES / + ~ / / / / / , ~ ~ ~ ~ / 1/ /////r/ / ~r i r i; ~ F FI / ~ ~ i ~ 1. SANITARY SEWER SHALL BE AS IND / ? / f F CF F / / / / r ~ ~ _ _ _ _ _ _ N ~ 2. ONCE STRIPPING HAS BEEN COMPLETED, ALL AREAS TO RECEIVE FILL SHOULD BE EITHER PVC, SDR 35 PER ASTM D3034; OR / ~ ~ 1 / ! ~ J i / ~ ~ / ~ F ! F F I / / / / .r i / DUCTILE IRON PIPE PER AWWA C150. / ~ 3/ / / / + / i / / / ~ / / / / / ~ - _ / / / ~ ` F ~rF ! / / / / / / / / _ r - ~ PROOF-ROLLED IN THE PRESENCE OF A REPRESENTATIVE OF THE SOILS i r - - ~ _ ~ ~ - ENGINEER. SOFT AREAS ENCOUNTERED DURING PROOF-ROLLING SHALL BE 2. 6 OR 8 WATER LINE SHALL BE DUCTILE IRON PIPE PER AWWA C151. f , ~ , ~ i / i , STABILIZED BY COMPACTION OR UNDERCUT. 3. WATER LINES SMALLER THAN 6" SHALL BE EITHER COPPER TUBE TYPE "K" (SOFT) PER ANSI 616.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. I OR OTHERWISE UNSUITABLE 3. ALL FILL MATERIALS SHOULD BE FREE OF ORGAN C 4. STORM SEWER LINE SHALL BE AS FOLLOWS: 0 RY DENSITY OF 95% AS OBTAINED d 1 • a 2 • d 1 MATERIALS, AND COMPACTED TO A MINIMUM D , ~ ~ CMP, SHALL MEET ASTM A 760/A 760M AND A 444, AS APPROPRIATE, AND IS TO BE FULLY BY STANDARD PROCTOR ASTM D698, FILL SHOULD BE PLACED IN LIFTS NOT TO Z EXCEED 6 INCHES IN THICKNESS. PRO,~CT N't~18ER BITUMINOUS COATED PER ASTM A 849; F~4m OR ALUMINIZED TYPE II WITH REROLLED ENDS 8c BANDS. ~ J? ~m ~ ~,.~..r~r.~~T ...n ru ~ nnrnarit~~ic~ c•uniu n or 1~llAIITnDCII C]Y A O U • 1 6 9 g RCP, CLASS III PER AASHTO M170 IN RIGHT-OF-WAY. 4. ALL UNULKt U 1 AIVU tILL UI'Lt',AIIVIVJ JnVVLU UL tvtvi~t ivnLV L.11 n 5. PRECAST STRUCTURES MAY BE USED AT THE CONTRACTOR'S OPTION. REPRESENTATIVE OF THE SOILS ENGINEER. OWNER, AT HIS OPTION, MAY SCALE: 1 = 50 o 6. ALL CONCRETE TO HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P.S.I. N~ PERFORM DENSITY TESTS TO VERIFY THAT SPECIFIC COMPACTION IS OBTAINED. BEET NWASER 50 '0~ 50 0 50 100 150 FEET 5. THE UPPER FOOT OF FILL BENEATH PAVING SHALL BE COMPACTED TO 98% OF ag Now MAXIMUM DRY DENSITY PER STANDARD PROCTOR ASTM D698, AT A MOISTURE n ~c CONTENT WITHIN 2% TO 3% OF OPTIMUM. C¦ 03 z~O e~ FEU MH 3 TQ = 42.5` ~ INV IN 1'5.2 O O 1NV OUT = 15.0 O M S.S. PROPOSED SAN. SEWER $ ~ ~ 0 W ~ i EX. SAN. SEWER TO REMAIN w ( ) ~ W v ~a MH2 v. ~ , ry . c,~ A `ry TO - 41.0 ~ < ~ - ~ _ ~ EX. SAN. SEWER (TO BE REMOVED \ o iNV(IN) - 23.83 I ~ ~ n, \ ti _ .63 i F- a ~ INV(OUT) - 23 ! W ~ W PROPOSED WATER oc F F F. . ~ , ~ t < aD - ~ F F. - , EX. WATER (TO REMAIN) a ~ ¦i' ~~wl•~~~ 1¦II~~~w~wlA~~~~~ ~ ~m I Ll] ~ ~ ~ ~ ~ ~ ~ < F K~,. < F ' ~ /////////////i///// EXISTING WATER (TO BE REMOVED) x ~ ~ V o K F nq ~ MH MANHOLE ~ .s N ^C~ W F F 'FF" F r r CO CLEAN OUT m -,T j N 1 {,n ~ ~ ~ I ~ _ ~ ~ WE L N F I~f D~ F F ~ ~ Qs , ~ O TOP = :~7.8 ~ F F F f' IN. IN " _ -56.0' < ~ F ,K F 1NV OUT = 25:5 . ~ W 0° _ e _ v~ F .F ~ ~Qo O _ I ~ ~ o V. ` F F F I ~ t ~ ~a - 1 ~ F F - ~ W z 2 N,` (L 0 ~ H F n W _ ~ FIRE HYDRANT' 92 LF 6 DiP ®1% MINiMUM_ CO, TYP. OF a TIE`TO COMPACTOR PAD CC W G.V;I.V.B. F CENTER DRAIN ~ L BACKWATER VALVE (POINT CONNECTION BETWEEN SITE CONTRACTOR O F. F. L ITE UTILITY NOTES S ~ AND BUILDING CONTRACTOR) ~ ST MANHOLE 1. ANCHOR ca.LARS SHAD. eE FRONDED ON STORM AND SANITARY SENfR LINES WHOSE SLOPE d~ EXCEED 25X ~ F: • 1 500 GALLON 2 WATER METER AND WATER TAP SHAD. BE RAISED AS NECESSARY TO BE FLUSH MATH NEW FlNISH .a. F ~ , GREASE TRAP 3. TOPS OF EXISiiNG kIANHOIES SHALL BE RAISED AS NECESSARY TO BE FLUSH KITH NEW FlNiSH . w GRADES. F d, . F.. . - 4. CONIRAC71xt IS TO COORDWATE INSTALLATION OF GAS LINES KITH LOCAL GAS COIAPANY. CONTRACTOR SHALL COORDMIAIE THE T11NG BJ OF 9~IVIDUAL GAS METERS TO THE MAIN. '1`2 LF 6" DIP CONTRACTOR. tN CONJUNCTION PATH 1HE GAS COMPANY SHALL DETEltA1M1E 11iE AMWNT OF GAS „ UI~ NE IS TD PROVIDE OUTSIDE THE GAS COMPANYS ALLOWANCE. DIP - F F . fl ~ MINIMUM C~ 1 0. IN, -SANITARY 5. REFER TD INTERIOR PLUMBNG DRAwslcs FOR TIE-IN of ALI UilUT1ES. ,9,,,aa IIMUM _ FIRE HYDRANT F GAS SERVICE. LOCATION INV. - 65:0 6. ElOS11NG UTILITIES SHALL ~ VEPofIED s+ FIELD PPoOR TO INSTALLATION OF ANY NEW PIPE U14:S. _ W/ G. V.I. V.B, DRAwINa Do NoT PURPORT ro sHOw u.l E>osTS~LC uT1uT1ES. ~ ' ~ ~ A 6°- GREASE _ 7. THR1>ST BLOCKS SHALL BE LOCATED AT aLL WATER PIPE YALVES, YERTiCAt AIDS, AND VERTICAL u ~ ~ INV. - 65. EtBOws AND TEES, HoRaaNTU ELBOws ,u1D TEES. F6tE HYDRANTS SNAIL ~ SIZED AND 9LSTALLED ; ` ' F F F, F 8 AT F:D.. ON ~LDC " ' 01 ACCORDANCE PATH NFPA BUIlETIN N0. 24, SECTION 96, PARAGRAPHS 9605. 9606. AND TABLE ~ A ~ t F F F F F: - g505 o t ~ ~ y~ & SANITARY SEWER LINE SHALL BE OF DUCTILE IRON PIPE AT ALL LOCATIONS WHERE SANITARY LINE ~ I' t. r ~ 2-1 /2" WATER: l F F F F F F~ / CROSSES ABOVE OR BELOW A STORM SEWER LINE w~` -~i".a r %1';:r " - ~ F F F F F ~ 9. WFIERE wAIER PIPING CROSSES THE SANITARY SEWER L9iE, T1~ WATER SERNCE WITHIN lEN FEET 4 t Jr ~ _ OF THE POINT OF CROSSNNG SHALL BE AT LEAST 12 INCHES ABOVE THE TOP OF THE SEWER L91E ,rr " F F F F F' s;% THE SEWER LINE SHAM BE OF DUCTIlE IRON WITH MECHANICAL JOINTS AT LEAST 10 ~ ` FEET ON BOTH SLOES OF 7Hf CROSSING. c~~'~ F F F F F F F 10. LArES UNDERGROUND SHALL BE INSTALLED, TESTED ANO APPROVED BEFORE BACKFlWNG. _ OD - F F N 11. EIfISTING DRAINAGE S1TtUCNRES TO BE INSPECTED AND REPAIRED AS NEEDED AND E)aSTING . W ANDS _ _K I ~ F F F F F F F F' F`~ F.- F F - - _ ~ T ' PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. ~ 12 CONTRACTOR SHALL 8E RESPONSIBIF FOR ANY NECESSARY RELOCATION OF EXIS1kIG UTILITIES SUCH AS _ - F F F F F F F F F F F.-e N . ~7 I POWER ANO TELEPHONE POLES AND THE COORDINATION OF SUCH MATH THE PROPER UTILITY OWNER. m FF R .F F F F F ; 1- a ~ r" i _ ~ Z z OTES a~ MATERIAL N a ~ m ~ . , 1. SANITARY SEWER SHALL BE AS FOLLOWS: ~ Sa - EITHER PVC, SOR 35 PER AS1U D3034; OR C~~ a.o. oo: t>;= DUC11lE IRON PIPE PER AWWA C150. `ta FIRE HYDRANT - BE DUCTILE NTON PIPE PER AWWA C151. 2 6' OR 8' WATER LINE SHALL T ii w c.v.l.v v } / 1 3. WATER tNiES SMALLER 1HA1T s' SHALL BE AS FOLOWS; COPPER TUBE TYPE 'K' (SOFT) PER AN5 812222; OR j . - P.V.C., 200 P.SL, PER AS1M D1784 AND D2241. 4. S1T7RII SEWER LRE SHALL 8E AS FgJ.OWS: Q ~ r _ C.M.P., SHALL MEET ASTM A 760/ A 760M AND A 444. AS APPROPPoAIE, AND IS TO BE Z ` ~ i FllLLY BINMiNOUS COALED PER AS1M A 649; < _ a ~B ~ J OR ALUM9lIZED TYPE N 1WTH REROLLEO ENDS ANDS, Z O x R.C.P., CLASS III PER AASHTO M170 01 RK~IT-OF-WAY; OR VJ _ ~ (~1 - . r- _ = HD.P.E, CORRUGATED EXTERIOR WITH SMOOTH 91TERIOR, PER AASHTO M294, TYPES ^ J p ^ Q 5. PRECAST 5TRUCTUtZ£S MAY 6E USED AT THE CONTRACT'OR'S OPTION. Q ~ d U -X B. ALL CONCRETE TO HAVE A MIN6IUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P.Si. ~ ~ M M ° - n ~ ~ .p. - s; ' 8 FIRE` ~LII~E: ~ ' ` ~ - - 'r U H 2-1/2~ WkT~R; ; N J . ° ~ _ THRUST ° O - I EXISTING 6 LINE ~ Z BLOCK, TYP. H I- _ N ~ 'o°' ~ 'I J FIRE FLOW DATA o w Z ~ J - rn ~ _ - ~ 0 - ~ - - - _ ; < ~ m z A. ~ STATIC PRESSURE = 96 P.S.I. aj ~ ~ Z ~ _ . ~ m: ~ _ r RESIDUAL PRESSURE = 45 P.S.I. w ~ N O Q . _ a , . FLOW - 1352 GPM ~ E••I ~ cue _ _ ~ if! Q k z . , v ~3.,Y~ - M P . a Z - ~ v. x ~ s:v ra~._ 2 M€TER ACIfftOW-PREVENT~ . ~hl~f'REVENTER',~_ _ Z.. _ r. c- __~w_ W/ BFP - OWNER COMMENTS/ SURVEY ~ f TBM#2-NAIL IN PP 9R~CK - ~ ' PLANTER 1 aDDi~noNS - 02-15-01 . CD 27CC s < _ ~ NEW FOOTPRINT . _ - ,r. ELEV.=2176.44 - ` _ ~.r . , uel~ , 5~~ SIGN _ -S'dJ S'd~ a GAS!: LINE - . GAS LINE EXISTING UNDERGROUND ,EXISTING 6 WATER LINE ~J- TELEPHONE ~ _ 8"x6" TAPPING s , SLEEVE AND VALVE HO1FO , ir~~ , T8M 1-FIRE HYDRANT ~ ELEV.=2173.46 WW O ~ 1 rar~~ QATE 0 01.42.01 as z o~ ~ PROJECT NUIi 4 N ~ nn.>I~o r ' v v a v i ' N~ t 50' SCALE. 1 50 0 50 100 150 FEET O vv T 7r I 03 ZO C¦ s~ ¢7S C U ~G MH 6 TO = 50t O INV IN = 45.27 t) NEW MANHOLE APPROX. INV OU1' = 45.07 O O ~ ) TIE-IN LOCATION FIELD VERIFY INVERT AND PIPE SIZE a? TO EXISTING ~ < A 50' TEMPORARY ~ S NITARY LINE ~ ~ CONSTRUCTION , S.S. PROPOSED SAN. SEWER V~ EASEMENT i ~ \ ~ ~ CPdcL W EX. SAN. SEWER (TO REMAIN} w PROPERTY - / \ ~ / W as 20' OFFS TE ~ ~ I EX. SAN. SEWER (TO BE REMOVED) ~ ° H I ~ ~ a~ SEWER EASEMENT i ti \ a rti~ W PROPOSED WATER w ~ . ~ a 't ao ~ - EX. WATER (TO REMAIN) s!. TOP 2051.2 : ~ _ 83 LF 8 PVC ®:12.59%, ; J ~ 1 W ~ ~ //////i///////////// EXISTING WATER TO BE REMOVED 0. x ( ) 1 as Ooh % ti _ ~ a ti V ~ J / / / MH MANHOLE n ~ J N CP~tL / ~ i PROPERTY ~ 2 " ~ W ~ MH 5 2{~~ CO CLEAN OUT ° 1 m N 0 2064:5 I (IN) .56,0 p ~ 1 ~ V OU - \ _ ~ euRroN IN T) - 55.8 ~ f - . r• t~so/aye ~ < ~l, ~ 3y om 4 . W 0° . ~ , ~ ~ ~ ~ GQ ~ ~ . 0 - ~ . i W - ~ o ~ _ „ , - - ~ ~ o - ~ - r ~a _ W z MH 4 , t ~ 0 TO _ .2103.8; INV(IN} _-2082.4 F ° - - W INV(OUT} 2081,8 _ E>r - SITE UTILITY NOTES a 1 W. w 0 1, ANCHOR COLLARS SHALL BE PROVIDED ON STORM AND SANITARY SEWt:R UNES WHOSE SLOPE ~ 1 - EXCEED 25$. {t t , 2. WATER METER AND WATER TAP SHALL BE RAISED AS NECESSARY TO BE FLUSH W11H NEW FlNISH ~ - ' ° GRADES. 3. 70PS OF EXISTING MANH0IES SHALL BE RAISED AS NECESSARY TO BE FLUSH N1TH NEW FlNISH 1 20 SEWER GRADES EASEMENT = - 4. CONTRACTOR IS TD COORDINATE INSTALLATION OF GAS UNES PATH LOCAL GAS COMPANY. - _ - - ~ CONTRACTOR SHALL COORDINATE THE TYING IN OF INDIVIDUAL GAS METERS TO 1HE MAIN. fdSO 28937 ~ CONTRACTOR, IN CONJUNCTION WI1N THE GAS COMPANY SHALL DETERMINE THE AMOUNT ~ GAS UNE HE IS TO PROVIDE OUTSIDE THE GAS COMPANYS ALLOWANCE 'COP ~ 075.3 i IN'J ?rd 20?0.1 (12t IRGNj _ . . 5. REFER TO INTERIOR PLUMBING DRAWINGS FOR 11E-IN OF ALL UTILITIES. !NV GUT 2063.6 (UNKNOWN PIPE SIZE) ' ' .z - , (SEE NQTE 15) ! . i i _ . _ 6. EXISTING U11UTiES SHALL BE VERIflED IN FlELD PPoOR TO INSTALLATION OF ANY NEW PIPE UNES DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING U1IUTIES 7. THRUST BLOCKS SHALL BE LOCATED AT ALL WATER PIPE VALVES, VERTICAL BENDS, AND VERTICAL j - ELBOWS AND TEES, HORIZONTAL ELBOWS AND LEES. FlRE HYDRANTS SHALL BE SIZED AND INSTALLED IN ACCORDANCE WITH NFPA BULLETIN NO. 24, SEC110N 96, PARAGRAPHS 9605, 9606. AND TABLE I 9605 s f; - & SANNTARY SEWER LNJE SHALL BE OF DUCTILE IRON PIPE AT ALL LOCATIONS WHERE SANITARY UNE CROSSES ABOVE OR 80.0W A STORM SEWER LINE rI ~ 9. WHERE WATER PIPING CROSSES THE SANITARY SEWER UNE, THE WATER SERVICE WITHIN TEN FEET _ OF THE P091T OF CROSSING SHALL BE AT LEAST 12 INCHES ABOVE THE TOP OF THE SEWER UNE ~`e, 'O ~ q, 1HE 5EWTIt U1~ SHALL BE OF DUC1Hf IRON IMTH MECHANICAL JOINTS AT LEAST 10 / y; 9m ' F ~ f ~ FEET ON BOTH SIDES OF THE CROSSING. `F ' E 10. UNES UNDERGROUI~ SHALL BE INSTALLED, TESTED AND APPROVED BEFORE BACKFlWNG. i 11. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED AND EXISTING I PIPES TO BE CLEANED OUT TO REMOVE ALL SST AND DEBRIS i I 1 CONTRACTOR SHALL ~ RESPONSIBLE FOR ANY NECESSARY R0.0CA110N OF EXISTING UTlU11ES SUCtI AS 2 POWER AND TELEPHONE POLES AND lliE COORDINATION OF SUCH W1TH 1HE PROPER U11UlY DWNER. - I' - BOAS ~ 1,TA.NK(~ l ~ MATERIAL NOTES q ~ 1 I dNp 1. SAT;+TARY SEWER SHALL BE AS FOLLOWS: 1D n EJ'iT~ER PVC, SDR 35 PER ASTM D3034 OR DUCTILE 9tON PIPE PER AWWA C150. ~=q t 2, fi' OR WA1ER UNE SHALL BE DUCTILE IRGN PIPE PfR AWWA C151. R~~ Lrq 3. WATEP UNES SMALLER THAN 6' SHALL BE AS FOLOWS: _ ` COPFr: t TUBE TYPE 'K' (SOF1) PER ANSI 812.22; OR P.V.C.. 200 P.SL, PER ASTM D1784 AND D2241. \ 4. STORM SEWER LINE SHALL BE AS FOLLOWS: ' C,M.P., SHALL MEET AS1M A 760/ A 760M AND A 444, AS APPROPRIATE, AND IS 10 BE FULLY BITUMMTWS COATED PER ASTM A 849; 4 ,1 3 H ~ OR ALUMINIZED TYPE N 1W1H REROUFD ENDS d BANDS; OR Q R.C.P., CLASS RI PER AASHTO M170 IN RIGHT-OF-WAY; OR Z TO , _ 42:5 ` , ,INV I _,..1,5,2 H.O.P.E, CORRUGATED EXTERIOR WI1H SMOOTH INTERKIR, PER AASHTO M294. TYPES Q J ~ INV OUT 15.0 5. PRECAST STRUCTURES MAY BE USED AT THE CONTRACTOR'S OPTION. ~ Z ~ J pp~ i. 6. AU. CONCRETE TO HAVE A MINIMUM 28 DAY COMPRESSIVE SIRENGiH OF J000 P.SI. ~ ?t Q ~O ~ U a M D Q = ~ ~ ~ ~ •U a ~ ~ \ ~0 ` _ ~z ~ ~ ~ ~ 0 ..,F .g MH 2 O w ~5,:'` F, TO = 41.0 - ~ ~ Z o- w ',l, iNU IN) = 23.83 ~ > w ~ ~ ` F F, F " INV OUT =2'3.63 Z ~ _ f , OW F i ~ r1 Q Q ~ F~ ~Q - (IIIIIII, III IIIIIIIIIII''lllllllll, .IIIIIIIII, 'llllllll, IIIIIIII,'- IIIIIIII, II¦ IIIIIIIIII~ IIII¦ 11111111111 IIIIIIIII, IIII~ ~ VIII. I~ IIIIIIII, F _,F \ ~ ~ C \ ; ~ K F JT - . ~ ~ Q F~~ F • V'. I~ v " r r OWNER COMMENTS/ SURVEY ' ~ ` - ~ 1 AOOITfONS - -1 -01 02 5 F F F~_ F _ N~1' O WETLQ n _ Co o F _ TOP = X7..8 " l ~ ` . NEW FOOTPRfNT F F ~ IN IN = 56.0' - c I 2 10-16-Ot ; n, F F F IN OUT} _ 25:5 , _ a- i.5 - F, F F ~ - / ~ - ~ _ =r . ~ . - , , F F Jd a ~ i~ - - ~ ~ 2 r . ~ ry J - - r~~" ~t E~ - .,,,r f. y ~_F. ~ q. _ - iIII, FIRE HYD~ANT~~ i.'1 ~ ~ ~ 97 LF 6 17~MNdl~lll~ ~ TIE'T0~ COMPAETOR'PAD IYI K`N . / f- ' CO, TYP. _ _ _ _ BACKWATER; VALVE POINT OF W/ G.V.LV.B: (lF EENTER DRAIN .L - L "CONNECTION BETWE N SITE CONTRACTOR F. . } .AND BUILDING CONTRACTOR - ~ ~ F` EST' MANHOLE - . K ' ~ 1500 .GALLON F ~ .T GREASE TRAP - _ _ H F _ - ~ ~~n F; ~ `125-Lf 6 DIP 1 " 6 DIP M'~i .5- Lf „ 1% MINIMUM 1% MINIMUM 6 SANITARY FIRE HYDRANT F F; G ' S RVICE' OCAT10 INV. = 65.0 n W/ G.V.LV.Bt _ ...6 - GREASE F F F - INV. = 65: :D:C. ON;BLDG ` n • /nil Trn DATE 0 CG ~l•~~~~~ Q 3 V z pV ~ PRO~CT Wb ~ _ _ _ _ 88 SCALE: 1" = 50' ~GHMTo~ 6 9 ~ $3 N/ 50 ~8 50 0 50 100 150 FEET E~' oil z; Cm3b o/ } 1 111 1 ~ 1 111 11 \ 11 \ 1 i 1 1 , 1 1 SEDIMEIJ' ~ ~ 1 11 111 1 ` ` TYPE C SEDIM ~ T BARRIER TEMP \ ~ ( ~ ~ ~\i 111 11 1 1 1 ~ ~ 111 111 1 ` 1 TYPE C TYP, ~ / m \ ~ ~ 11 11 1 1 \ ~ ~ 11 111 1 ~ l ~ ~ \ EROSION CONTROL o ~ L1. o ~ ~`1 1 11t 1 1 \ \ ~ ~ ~ ~ \ SYMBOLS LEGEND o i0 ~ \ \ ~ M \i\ \ ~ 1 t1 01 ~ ~ ~ ~0 \ \ 1l\~\\i11 i \o \ ~ ~t \ \ \ \ ~ Co CONSTRUCTION EXIT tTEMP.) i ~ ~ 1 \ 11 ~ 11 1\ 111 111 ~1 ~ \ ~ ~ \ ~ ~ \ ~ 1 I t l )1 1 4 ~ l 111` 1111 t ~ 1 1 t l\ i~ 1 1 \ \ ~ - x - Sd1 SEDIMENT BARRIER TEMP. \ \ \ SEDIM~N 1R P' Sd2 \ 11L Ipp / 1 I I ~ 1 1 ~ \ t I ~ ~ \ \ ; f Sd2 SEDIMENT TRAP (TEMP.) 0 \ W W 1 \ 4NY.~1102. 1., ~ 1 ~ p. ~ ~ ~ ~ ? \ \ \ t~ \ ~ W ~a \ \ \ ~ ~ Rt RETROFl1iING (TEMP) ~ 1 ~ ~ \ I \ ~ \ ~ ~ \ ~ CAI {t ~ ~ e ~ ~ \ \ E., o ~ \ \ ~ \ \ St STORM OUTLET RIP-RAP ~ ~ I \ \ \ Z ~ 1 ~ ~ II ~ a \ L \ \ ~ ~ i \ OWNDRAIN STRUCTURE TEMP W N ~v v F F F111 '1 V~ \ v ~ \\F 1,1t\ ~ \ 1 ~ ~ \1 \1 \ ~ \ \ + \ ~ Rd ROCK FlLTER DAM ~ ~ \ 50 \ \ ~ \ i 1D + ~ 1 W { ~ 1 11 1 ~ + l~ ~ ~ \ , Cd CHECK DAM v 4 F ~ V v 1 ~ ~ \ 1 { ~ ~ ~ ~ \ \ ~ \ \ \ Su SURFACE ROUGHENING ~ ~ { L~ ~ BAR ~ ~ 1 ~ $ ~ \ \ \ ~ \ ~ ` \ Dst DISNRBED AREA \ ~ STABWZA710N (MULCH) W 1 ~ F 'Sk. F \ ~ 1 \ ~ ~ ~ ~ \ \ ~ ~ Dal DISTURBED AREA ~ \ ",I ~ r ~ ` STABILIZATION (TEMP. SEED) N ~ \ C ~ i DISTURBED AREA ~ v , ~ { a ~ ~ , ~ ` ~ Ds3 I ANON PERMANEN ~ ~ - ~ ~ t STAB UZ ( T) ~ ~ 4 \ 1 1 \ \ WETL n ~ "'~~1 0 < 1 1 , \ \ F F J~'R S ~ .°°'R+' X''r F ` Ti~~ l st ti \ 1 \ \ / - /i r \ 1 1 ~ ~ ~ F / F F y / / / ` I / St \ \ ~2 , t D ^ 1 , 1 1 \ ENT BARICfER TE r / / / ~ t e~ <o / / ` \ i W 0 11 11 1 ` 1 I S~dt _ / xX i \ t 1 I F r / I 1 1 I ! / g~ / ~ > > ~ ~ / Y, 2144.1 ~ ~ 11 ~ { I I F F F / ~ I 1 I i 1 { I i ~ / ' ~ I I 1 \ w , s~Dl EN T~AP+~ffMP ~ / I I 1~ / / ~ l i a ~ ~ a 4RIR F1F /r ~ st I I ~ ~ ~ ~a p I p ~ ~ ~ 1 EROSION CONTROL NOTES Z _ ~ - / i l o I I i / 11 I / f j j 1. CONTRACTOR IS TO ADHERf TO THE BUNCOMEE COUNTY EROSION AND SEDIMENT CONiROI I" I i ~ , ~ / REGULARONS, AND THE 'MANUAL FOR EROSION AND SEDIMENT CONTROL' FOR NORTH CAROLINA. / 2 EROSION CONTROL PRACTICES FAgU11ES, STORM DRAINAGE FACILITIES AND DETENTION W I i ~ ~ / ~ ~ DITCH ~ - / / ! BASINS SHALL ~ INSTALLED PRIOR TO ANY OTHER CONSTRUC110N. ~ 7 I I / r / , Tom` 1 , J ~ 1/ / /rr / ~ - / / j 3. ALL GRADED AREAS SHALL BE STABA.IZED tMMEDIAIEIY YA1H A TEMPORARY FAST- i - / GROWiNG COYER AND/OR MULCH. o / f /!0 ~ / / / / l / F.. ~''i / / / 4, CCNTRACTg2 SHALL BE RESPONSIBLE DURING CONSTRUCTION FOR THE CONTINUOUS m / i MA1NiENANCE OF EROSION CONTROL MEASURES AS CANED FQR ON THE ~ l '~//r sr// f ~ti5o Z / / DRAMANGS AND IN THE SPEdFlCAlIONS I l l F~ / / s r / ! 1 l / l L. ~ / / / r r ~ I ~ l F/ r r r I l ~ / / / r / r ~ r / 5. EROSI~1 CONTROL DENCES SHALL NOT BE REMOVED UNTIL ALL CONSTRUCTION IS COMPLETE BA$IN # ~DIMENT,eARPoER TEMP. ANO UNTIL A PERMANENT GROUND COVER HAS ESTABLISHED. / / / / / / / • ? r ~ ~ s c TO ~AI Sd1 6. ALL OPEN DRAINAGE SWALES SHALL BE GRASSED AND RIPRAP SHALL ~ PLACED A5 16 CY ~ 6~ - - - ~ _ REQUIRED TO CONTROL EROSION. / / / / / 1~ ~ ~s ' ` ' ~ \ 7. A MINIMUM OF 10 SQUARE YARDS OF 50 POUND STONE SHALL BE PLACED AT ALL 1 Sdi SEDII~EN BA I P. / 1F / / / ! + ~ - , ~ / / DOWNSTREAM HEADWALLS ~ ~ / / B. SILT FENCES SHALL ~ LDCAIED ON SITE TO PREVENT SEDIMENT AND EROSION FROM LEAVING i _ / THE PROPERTY LIMITS. / 9. SOR.S ENgNEER SHALL CERTIFY THAT ALL FlLL AREAS ARE TO A MINIMUM 85x COMPACTION. ~i / / / r / / / / / / / / / / / ~ ~ Y ~ "'216Q~, ~ / 10. ADDITIONAL ERO90N CONTROL OEVgCES SHALL BE USED AS REQUIRED. / / r r / / / / / / / ~ ~ 11. SU.T FENCE SHALL ~ CLEANED OR REPLACED WHEN SPIT BUILDS UP TO WITHIN ONE FOOT - OF TOP OF 5LT FENCE. ~ / r / / / 1/// / / / / / / ~ / ,r / / / / ~ / ~ - ~ ~ ~ X ' ~ X 12 MAXIMUM EMBANKMENT SLOPES ARE TO 8E AS FOLLOWS a ~ r / F/ / / / ~ - ~ CUT AREAS - 2:1, Ful. AREAS - 2:1. ~ ~ ~ ~ ~ / ~ r 13. DURING ANO AFTER CONSIRUC110N, DETENTION PONDS AN6 DETENTION POND OUTLET ~ / / r / ~ % / ~ / / / / / / j / l r / / / / / / / / / / / / ~ ~ _ / f S1RUCIURES SHALL BE CLEANED ~ ALL DEBRIS ANO EXCESS SEDRdENT. BOTTOM OF PONDS ~ - . / SHALL BE BROUgiT TO ELEVATION AND SHAPE AS SHOWN ON SITE GRADMIG PLAN. /may l / l / ~i / / / / / / ~1 F F/ ~ ~ ~ / / ~ / / - ~ 8 "TQ A _ / ~ 14. SEEDS FOR gTASSED SLOPED AREAS USE BOTH TALL FESCUE GRASS AT 30-40 LBS./AC. ~ ~ ~ / F//// ~ / / / J// ~ / ~r/ / / / / / ~ „r _ _ MID CLEAN, COMBINE-RUN VIRGATA OR SERK~A IESPEDEZA AT 60-75 195./AC. ~ ~s ~ S - - -r , ~ 15. ALL CUT AND FAl SLOPES MUST 8E SURFACE ROUGHED AND VEGETATED MATHMI SEVEN {7) DAYS IV 0 0 D ~ aF THEKt caNSTRUCtION. r,. ~ 1 ' 1 ~ / / ~ / Fi F F / / / / / / / / / ~ 2184 ` t ~ / / / ~ / / / / / / - - 16. ~ FULL BiPLEMENTATION Of THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSKIH . ~ ~ - CONTROL, ADDITIONAL MEASURES SHALL BE HWLEMENTED AS NECESSARY. ~ , 1 1 / rl 1r F F / I / / / / _ 1 ~ P K F \ • • • • - ~ ~ - - - - 17. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY TFLE INSTALU71tkL OF ' ` " EROSION CONTROL MEASURES AND PRACTICES, PRIOR T0, OR CONCURRENT W1TN, 1 1 / ,4 ~ / / / / / r F F F F F~ F F/ / / / / I / / ANY LAND DISiURBING ACTIVITY. 217 --i / / / / / / / / ~ / / / / / r. F' F F F F ~ r i / / / / / / / / / / r ~ ,y~ _ 18. THE CONTRACTOR SHALL KEEP AND MAINTAIN ONSTE A LOG NOTING THE DATE OF ALL RAINFALL ,r ,1 EVENTS, THE AMOUNT OF RAINFALL RECEIVED, DURATION OF RNNFALL EVENT, INSPECTION NOTES, 1 1 1 1 F F F F F ~ / / / I I / / / / / / 1 / j / / / / / / / / / / / \ ~ AND ANY REPAIRS OR CLEANING OF EROSION CONTROL DEVICES 111 111 - ~ / / / ~ / ~ ~ 1 1 ~ / ~ / / ~ . ` \ 19. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AT LEAST ONE EVERY n - - - SEVEN DAYS AND AFTER ANY RAINFALL EVENT. ALL SEDIMENT AND ERASION CONTROL DEVICES N 1 111 11 ~21~_~ ~ / / / ~ / / / / - SHALL BE MAINTAINED UNRL FlNAL STABIUZARON HAS BEEN OBTAINED. ~ U~ % p / ~0 2166 1 1 ~ / / / / / ~ ~ ~ r ~ - - I ~ 20. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICAL, IN PORTIONS OF THE SITE S je \ \ WHERE CONSTRUC1i~l ACRNRES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT R1 NO CASE, o~o / ~ - / / \ MORE THAN 14 DAYS AFTER THE CONSTRUC110N ACTIVITY IN 1HAT PORTION OF THE SITE d~p ~ ~ \ \ HAS TEUPORARILY OR PERMANENTLY CEASED, UNLESS ACTIVTY WITHIN THAT PORTION INV 2143.6 1 1 ,p ~ / / / / / ~ / i ` / / ` - - - - \ ~ OF THE SITE WILL RESUME WITHIN Zi DAYS. ~ / \ \ ~ 21. SLOPES WHICH EXCEED EIGHT (B) VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC OR 1 ~ ! / G R 72.0 72.0 72. vEGETAnVE MATS, W ADgnoN TO GRASSNC/HYDROSEEDNG. / / ~ i ~ / / / / / elodc+ \ ~ ~ wALls \ Q I ~ / / / /ry / ~ \ r / / / ~ ~ FERnuzER - (10/0/10) 300 -400 Les./ACRE Z / ~ MULCH (WHEAT STRAW) 2-1/2 TONS/ACRE D:? Q J \ / / -71x86 / ~ 71.1 ~ ~ ~ / / / ~ / 71.86 ` / ~ i 71.71' 71. LOAMNG / \ ~ Z O .86 Dodgy 1 ~ T BARRIER TEMP - ~ 2168 ~ 'f .,2 / / / / / ~ i' t ~ ~ "'r' \ tt4tz ~ ~ DIMEN ~ P.EBtdBdEdI ~ J o ~ r r \ / ( I FERIILI 12 12 300 - 40o u3S. ACRE O tl ~ ~ ~ zER - (6/ - / O U ?J i X I MULCH (WHEAT SiRAWj 2 1/2 TDNS/ACRE DaS ~ M ~ h \ I PORCH ' 7 . r / ~rr ~ / ~ 1~Q C ~ ~ LIIE 2 TONS ACRE 2 / ~ sEDR1ENT"TRAP T[f~P.) / + / / SHED SHED ~ . U o ~ ~ ~ o / ~ / / / ~ / ~ ~ X ~ Oz O T TRAP (TEMP.) i rZ Z s / 218x2 ~ H H- HOME i ~ / ~ ~ / 1 I ~.~08 / 3Nr~ I ' ~ ( I / I / ~ ~ aooW a xx>ti 1 O ~ clots I Z ~ J ~ I ~ I / / \ 7.2 ~ ~ J 70 I w o- ~ ~ > HOME 2170 ~ ' r ~P np~P 1. ~ + 1171 l ? f ~ ~ w ~ z NW / ONSTRUCTION EXIT TEMP, + 1 Y ALL ~ ~ W U1 ~ SEDIM ~ T 8 1 Off, ' ~ / I giEO ~ / x i STORY TYPE , I O ~ x B-os< ' f p Q ~ 1MO00 FRAME x RFA GHENINO ~ ~ ~ ~y~GS / ( H Ey ~ - i , oN ES >n p ~ I + / r,.. l ~ / ~ ~ 1 + c4BLZ 1 ~ ~ ~ ! / f g/ P .2 ~ \ ~ 1. 1 ~4 _ ~ i \ M 2 SE BAS ~k4 ~ » x ~ » / A~RKING ~ tR X q / P ~ - ` 67 CY TY - TO TAIL O c~A~ pD~{ - L ~ 1 ~ TR. St ~ r GRAVEL SEDIMENT ARRI ~ \ _ f RI:I~IONB r i SIGN \ R 7Q6 i ~ D1T _ _ pJVE SI ~ ~ ti WN R COMMENTS SURVEY / f O E j 0__ a 74. 7 E ~ 1 ADDITIONS - 02-15-01 TBM#2-NAIL IN PP cP&~ 1 Bwcrc m - - - N O PLANTER i a r ~ f C(] 27CC SIG 1 + I J / BUNCOMBE EROSION ELEV.=2176.44 ~ ~ ~ 1 / \ S r ! ~ - - - - 2 COMMENTS {)3-02-O1 /slcrz - s~.a ~ ~ \ r - - \ $ = 1 ---e.., -C-` 9 991 ~ aY4t ~ ~,ee _ - .w ~ s SEDIMENT TRAP (TEMP.) - r ~ \ ?j r ~ I ~ ~ ! 4 NEw FOOTPRINT / / / ~ \ \ \ ~ ( 3 - - ~ ~ ~ l ~ 1 10 16 Ot ~ f / / h \ H~1:G ,ti / / / , i i~ ~ / ~ / / i \ \ ~1 ~ TBM#1-FIRE HYpRANT v L V.=2173.46 W EE W O 4. ANTICIPATED ACTIVITY SCHEDULE ACTIVITY APR MAY ,uN SEP OCT rrov c Fm RuTAU sEll 1 CONTROLS CLEARNG AND 2 GRADNIG STORM DRARI 3 NSTAttATKIN SAlNTARY SEWER 4 W5TAUa710N 5 PERM. uTtm DATE 8 MISTAU.ATION 0 c T~~ 01.42.01 BLDG COfST. d`i v Z 6 A!D PAYNG a'u ' 9 ~ PROJECT n~ ~ ,o aEAH ~ n n . t ~ o 00 I I L --l I I / V Y a Y i ' ~4 lb~, ~c - ' ~Q AM PRACIIM SCALE: 1 50SH&L BE MTAUMPRM TO OR 50 0 50 100 150 FEET CONCUMtMT Sa N 3 ^ b 5 0 Oppp L% C 03 20 C.4a c ~g FE l~ / r~~ ~ ill ~Il l ! !il CONTROL m t 1, EROSION o ~ / 11 11 1 f ~ l/ 11 i ' ~ SYMBOLS LEGEND 11 li o ° /ll l ~ / 11 i r ( , l1 i I , Co CONSTRUCTION EXIT (TEMP.) 1/~ Ii ~ d 1 t ( / d 1 ~ i1 / RETR ~ ~ C - x - Sdt sE1NMENT BARRIER (TEMP.} RETR N(~ Rt Li ~ / I 2 DETEN1i0N POND TO CONSTRUCT@ Sd2 S@MIENT TRAP (TEMP.) i FIRST AS A TEMPORARTY SEDIMENT POND W / f ~ / f ~ DURING CONSTRUCTION W Rt RETROFlTiING TEMP ~ d' / / ( ) ~ ~ I BTBNTIO1~t FOND < ~ D Aj// St STORM ounEr RIP-RAP ~ F Q f ?A61.0 ~ 4- a / t Dn1 DOWNDRNN STRUCTURE (TEMP) O W ~ ~ < _ Rd ROCK FILTER DAM _ I am ~ - ~ _ 1 W ..I Cd CHECK DAM < ~ -SED~ I 1 ! l 4i ~ j 0 r _ 1 Su ~1RFACE RQUGHENING ~ TO _ t J N I Ds1 DIS7URBED AREA ~ , sTa~uzATta+ (MULCH) ~ p PROPERTY ~ SE IMENT'~ARAIER r Sdt i Ds2 DISTURBED AREA ~ STAB0.JZAliON (TEMP. SEED) , N r r ` \ DISTURB@ AREA v ~ ~ ~ Os3 STABLUZATiON (PERMANENT) BURTON ~ / / ~ O DOWNDRAIN 1 ~ ~ 1480868 ''f ~ r r , r r- STRUCTURE 4 4 1 f, i' r / r / r ~ _ ~ W 4 r°• \ ~ ` ~ ~ L / .r o ~ ~ 1 0 - d~ ~r / 1 , /rr ~ ~a ~ ~ EROSION CONTROL NOTES W z ~ , o ~ 1. CONTRACTOR IS TD ADHERE TO THE BUNCOMBE COUNTY EROSION AND SETAMENT CONTROL F' / 1 / / / / / / / / ~ i ~ ~ REGULATIONS, AND THE 'MANUAL FOR EROSION AND S@WENT COPITROL' FOR NORTH CAROLINA. ! EROSION CONTROL PRACTICES fACiLt STORM DRAINAGE FACILITIES AND DETENTION W `i 2. ~ ~ BASR15 MALL 8E INSTALL@ PR{OR TO ANY OTHER CONSTRUC710N. ~ 1 / l / ~ / / ~ / / + r 3. ALL GRAD@ AREAS SHALL 8E STABA1gD AdMEDIATELY MATH A TEMPORARY FAST- n' GROWING COVER MID/OR MULCH. Q s / t / / / 1 / f ~ 4. CONTRACTOR SHALL BE RESPONSIBLE DURING CONSTRUCTION FOR 1HE CONTINUOUS ~ 1/ l/ ~ / / / /r .a _ 1 / l / / / / -o DRAWINGS~MIO IN 1HOE~fCIFKTR ~SEASItRES AS CALL@ FOR THE th IM ~ ~ i ` - _ , 5. EROSION CONTROL DENCES SHALL NOT BE REMOV@ UNTIL ALL CONSTRUC110N IS COMPLETE ` _ AND UNTIL A PERMANENT GROUND COVER HAS BEEN ESTABLISH@. 11 S r Ill _ _ _ _ , 1 1 I / / / / / / r ` ~ 6. ALL OPEN DRAINAGE SWALES SHALL BE GRASS@ AND RIPRAP SHALL BE PLAC@ AS y,~ REOUIR@ TO CONTRCi EROSfON. 1 I I ! I T ARRIER / _ x''~"„Zf, ....'may, 7. A MINIMUM OF 10 SQUARE YARDS OF 50 POUND STONE SHALL BE PLAC@ AT All. 1 I I 1 / ~ / f ~ ENtl ENAV " ~ DOYMSTREAM HEADWALLS SL S ~ ~ 1 8. 51LT FENCES SHALL BE LOCAI@ ON SITE TO PREVTTIT S@IMENT AND EROSION FROM LEAVING 1 1 I ~ / / / sl s 1 i i / / / / / 3 i - ..r~.. _ THE PROPERTY LIMITS. \ 1 ,„a 9. SOUS ENGINEER SHAH CERTIFY THAT ALL F1LL AREAS ARE TO A MINNdUM 95X COMPACTION. i I /I~/ / r~. r ~ 1 f- \ 10. ADDITIONAL EROSION CONTROL DEVK~S SHALL ~ US@ AS REQUIR@. i III I I ~ / - I I I I / / ~ r / , ~ ~ ~ 11. SILT FTiti(~ SHALL ~ CIEAN@ OR REPLACED WHEN SILT BUILDS UP TO (THIN ONE f00T ~ OF TOP OF 5LT FENCE I 111 I / / / , t I I 1! ~ 1., 12 MAxIMUM EMBANKMENT SLOPES ARE 70 BE AS FOLLOWS 11 I l 2 I I I ! / i CUT AREAS - 21, FlLL AREAS - 2:1. ; 13. DURING AND AFTER CONSTRUCTION, DETENTION PONDS AND DETENTION POND OUTLET ,e 1 111 / + i t I I ~ ~ r 1 Itl ! / r 1~l UA~+H ~ STRUCTURES SHALL BE CLEANED OF ALL DEBRIS AND IXCESS SEDIMENT. BOTT~A OF PONDS " r~ f SHALL BE BROUGHT TO ELEVATION AND SHAPE AS SHOWN ON SITE GRADING PLAN. / ~l` 1 1 Pp't1E I / r 1 it 1 / / ~ i' ~ OPED AREAS USE 80TH TALL FESCUE GRASS AT 30-44 LBS AC. r ' / \ 14. SEEDS FOR GRASSED SL / ~1~~ ~ ! 1 1 Rb ~ / ~ ~ AND CLEAN, COMBINE-RUN WRGATA OR SERICEA IESP@EZA AT 60-75 LBS/AC. 1 1 1 i I I ~ i~ e 1 1 I I ~ / / , 9t' ^ ~ \ 15. ALL CUT AND FlLL SLOPES MUST 8E SURFACE ROUGH@ AND VEGETATED WITHIN SEVEN (7) DAYS ~ \ ~ r.. ~ Of THEIR CONSTRUCTION. 111 ~ ~ I I I / / 'f 16. IF FULL RAPLEMENTATKkI OF THE APPROVED PLAN DOES NOT PRONDE FOR EFFECTIVE EROSION 2 CONTROL, ADDITIONAL MEASURES SHALL BE IMPLEMENT@ AS NECESSARY. . 1 1 1 s r ou ~ / ~ 2 ~ ~ I ~OS(Zr- ~ 17. THE ESCAPE OF SEDIMENT FROM THE 5tE SHALL 8E PREVENTED BY THE INSTALLATION aF 111 0 ~ 1 1 ! xI ~ I 8?.'t'~ , ~ ( EROSKAI CONTROL MEASURES AND PRACTICES, PRIOR T0, OR CONCURRENT WITH, l ANY lAl~ DISRIR&NG ACTINTY. i i 1 i f ~ 111 i 1 l 18. THE CONTRACTOR SHALL KEEP AND MAMVTAA4 ONSITE A LOG NOTAVG THE DALE OF ALL RA~ALL EVENTS, THE AMOlR1T OF RAAVfALL RECEIVED, DURATION OF RAINFALL EVENT, INSPECTION NOTES, ~ 1 11 1 i 111 / 1 1 111 111 I I ANO ANY REPAIRS OR CLEANA4G OF EROSION CONTROL DEVICES o t 1\11 1 \ 111 ! r ~ 1 ~ 111 111 1 _ ~ 1 1 11 1 1111 y 1 ` ~ 19. ALL SETlA~PIT AND EROSION CONTROL DEVICES SHALL ~ AVSPECTED AT IEAST CNCE EVERY h~* 1 SEVEN DAYS AND AFTER ANY RAINFALL EVENT. ALL SEDNAENT AtR3 EROSION CONTR01. DENCES ~ ` \1 ~ \ 11 111 l ~ / 1 111 1111 1 I sf#w I MALL ~ MAINTAIN@ UNTIL Fk~tAl STA~IIATION HAS BEEN 08TAIN@. $ ~t ~ I SfDEW f i - - 20. STABILIZATION MEASURES SHALL BE WIIIATED AS SOON AS PRACTICAL, IN PORTIONS OF THE SITE ` \\I Ill ! \ / 1~ 1111 I l 1 1` v\ \ 1 1 t 111 ~ WHERE CONSTRUCTION ACTINTA:S HAVE 1DAPORARILY OR PERMANENTLY CEAS@, ~1T IN NO CASE, ~r~ ~ 111 111 t11 11 \ ~ 11 1 1 / MORE THAN 14 DAYS AFTER TIA: CONSTRUC110N ACTINIY W THAT PORTION OF THE SIZE d i~ / HAS TEIAPORAR~Y OR PERMANENTLY CEASED, UNLESS ACi1NTY WITHIN THAT POR110N ~p \\11 ~ 1 1 \ ~ \ 1 r ~ I OF THE SITE WILL RESUME WITHIN 21 DAYS ~ ~ 21. SLOPES WFACH EXCEED E1GHT (6) VERTICAL FEET SHOULD BE STAB81ffD WITH SYNTHETIC oR I p 11 1 11 1 \ 1 1 ° 111 1 ~ I ~ VEGETATIVE MATS, AV ADOI110N TO GRASSMG/HYDROSEEDWG. ~ \ ~ 111 1 2 + I 1 111 1 1 1 1 \ 0 111 111 1 1 ;11 \ 1 1~6BY 1 1 t1 \ 11 \ 1 1 smw \ 111 7111 i 1 ~ \ \ \VA1 111 11 1 1 1 r+~ 1 ` T BARRIER (TEMP Q ~ TYPE TYP. ~ FEFtTNJZER - (10/0/10) 300 -400 Les./ACRE ~ Z \ \ ~ 111 1111 ~ 1 ~ 11 1 11 1 1 1 ~1 G{ ~ MLA.CH (u+~AT smaw) 2-1/2 TONS/ACx=E Q J \ ~ Z b O 11 11\ l ~ ~ } \ \ \ ~ ~ J \ 1 111 1 1 . \ \ y 1 \ ~ ~ \ \50 1 \ \ ~ FER11L1ZER - 6 11 12 300 -400 tBS./ACRE ~ d Q ,FQ ~ ~ Ds3 Q iw MULCH (WHEAT STRAW) 2-1/2 ACRE a \ \ t 1111\ ~ \ 11 \I1\(1 \b ~ \ 1 1 1 1 \ ~ ~ uME M o \ 2 TONS/ACRE Q 2 1 1~ 1 1 1 ~ 1 1 1 1 yy } i ~ \ ~ U ~ ~ ~ ~ a~ 1 1111 ~ 111\ t 1 1 1 1 \1 I I ~ 11~ II1 / \ i I \\i ~ sEDr>~NN TaP. _ ~ O \ \ ~ \ 4y ~ Z ~ i ~ ~ ti 1 ~ ~ ~ I \ ~ ~ ~ ~ ~ ~ ~ ~ \ ~ w 1 ~ Nu.~noz \ \ ? ~ ` ~ \ 1, 1 ~ ~ l \ ? ~ 1 ~ \ O J + ~ \ \ Z J \ ~ `'~o l 1 \ \ \ ~ ~ III 11\ ~ ~ ~ ~ \ ~ 0- \ ~ I I \ ~ ~ \ ~ \ ~W \ \ ~ \ \ Z 2 \ 1 \ \ ~ 1 1 \ \ \ \ F F F, 11 { \ \ \ \ ~ ~ ~ ~ ~ O W ~ UI ~ ~ \ '1: Q ~ ~ ~ i ~ ` H ~ ~ ~ ~ ? ~ ~ \ 1 V 1 1 ~ Sp ? ~ \ i t/1 Q ~~~~ww~.~~r~. \i~i \ 1 ~ \ \ \ \ ~ ~ ~ 1 ~ 1 \ ~ ~ ~ ~ \ ~ ~ ~1 \ ~ ~ ~0~ ~ ~ ~ 1 L~ AR 1 Q q ~ \ ~ ~ ~ ~ \ \ ~ ~ ~ ~ \ ~ ~ ~ 1 1 11 ~ F ~ \ \ \ F F SIC F~ F 1 , \ \ ~ \ ~ ~ ~ \ OWNER COMMENTS/ SURVEY ADD S 02-15 01 ~ ! ~ 1 \ 1 1 1 1 \ WETL n ~ 1~1 V~ 11 1 ` \ F F ~4rS' /°'^"'F..r ll F ~ ~ / S ~ t ~ ~ ~ ~ ~ 1 St \ ~ ~ BUNCOMBE EROSION S \ 1 \ \ / ` ~ rj / \ ~ i ~ ~2 ~ ` 2 - ~ ~ y COMMENTS 03-02 01 1 \ 1 1 ~ ~u T BARER / / / / xx / ~ 1 \ 1 1 1 F r r i-~~ 1 1 I I I / 12 i i l i ` 1 1 1 F F F I / 1 > ~ I ` v. 2140.1 3 NEW FOOTPRINT 1 c y 1 1 I !1 I~ / + , ~ 10-16-01 1 1 1 1 1 ~ i~ 5~1 EN 1BAi'~1lEI,IR'~ / i { 11 ~ ~f er 1 ~ ~ i M I F IF ~ / / r st I I I ~ / f / / l I I ~ III f / / / II ~ s / I I i / / ~ ~ ~ I I ~ / 1~1 ~ / ~ ~i orfa+ ~D11`CFI ~ I ~ 3 ~ - I I / / / / ~ ~ ~ , ~ / 111 / i/ / / / ~ / / / ~ i ~ / 1/l 1 / ~ / l / 1 l r . ~ / / , 5Q i ~ _ i ' l L r r / it / F r i / / ~ i ~ ~ i i / / / 1 /L~ i / / / / / ~ / F/ ~ / / / / / j~ 3 T,BARitlER TEMP. / / / ~ / / / / ~ ~ f / / / / / / i TO DET Sdt 16 GY - - i _ 1 9 / P F ~ / / + ~ i ~ \ + - ~ / ~ / e. ~ 3/ / i ~ ~ _ i~ / ~ ~ / / / / / / 1 / / / / / r i / ~ ANTICIPATED ACIIVTTY SCHEDULE ~ ~ ACTIVITY APR MAy aIN SEP OCT NOV c FEB / / - r. ,.,.2460 ~ ~ ~ / NSTALL SEfX#~N ~ / 1 CONTROLS / / ~ / / / / l / / f ~ ~ / / / ~ / ! / / / ~ i / s / T F/ / / ~ ~ L~1 -~x ~ 3 NISTAL1A1xM! / / / / / / / / F / / / / / / / / ~ / ~ / ~ / ~ SANITARY SEMA:R / - _ - I . ~ r ~ I r. ~ _ + MfSTALLATK4l s~ TEAS. PD'2Y. L~,rr DATE $ BlSTALIATKxI MAMTARI ER09 01.0 2.01 0 C BLDG. CONST. Q ; V z, 6 ANO PAWIG E~ ~ s w'~OSr~INC PROJECT LIMBER ~o aEAH iw n (1 . 1 9 og ' v v + v i t ff - ! NOTE EROS~II CONTROL MEASURES AND PRACTICES ~a SCALE: 1 50 SHALL BE PETALLED PRIOR TO OR CONCURRENT WITH LAID DISTMI)IM ACTIVITIES SHM NUMBER N~ s~ 50 50 0 50 100 150 FEET aS. n of z~O C¦ o/ _ G C O LL Q 80 80 _ w IMPACT... 80 w u.a o ~ GUARDRAIL SCREEN:FE CE IMPACT - GUAR4RA~~ SCREEN FE GE - ~ iMPAC:T ~ o IMRACT . CUARQRAII SCREEN : FE CE:: GUARDRAIL SCREEN F NCE 2 a? w~ . ~ ~ d^ 0 70 ~ 7 0 a < J 60 60 60 60 a : 4 6 0 0 W °g: . . . 50 ~ 50 50 50 ~ 4 W 0 h Q.............. . t v o 9 40 40 _ . 40 40 - z 4 ~ o 40 r~ W i a o 3p 30 30 3p 3 _ 30 _ i _ _ . is 20 2p ~t.,, _ ,A~ S CTIO A-A ~ w E. TT N B B ma . , ,fit' ~ t d~ : r., _ . ::SCR N: FENCE . . . SCR N FENCE. . ~p 80 80 I 80 80 80 gp -f ID N _ xp~.p m =O IMPACT . ..IMPACT :IMPACT GUARDRAIL: ::SCR~l: NCE.: ~ N d q ........REI ORCED..... REINFORCE : ~ GUARDRAI SCREEN NCE GUARDRAI ' : . SCRE€N F NCE CONCRETE . 7Q 7Q 70::: 7Q ~Q 7Q 7 Q Z Q - ~ . _ MODULAR: _ . . D. J p ~d C ~ Nv Q . U ~ _ 6p 60 ~ 60 60 60 ° O . . . H F- Z O 5~ ::..50 50 50 50 5p. J . Z ~ _ W Q F V ~ Q . 40 - 4~ 40 4D 40 4~ 4 s . ----30 _ 30 30:: 3p 30 3p . . _ _ . _ SECTI N E- SECTI:.N F-F: ECTI.Q G ~'i:: _ _ . H _ _ _ _ _ _ _ _ _ _ a _ _ _ _ E . . . . DATE Q1.02.0I ~s CT M~l6ER .w-0 . . . . . sr ry . SCALE;. V R.T....1.... ply 1' ~ gyp. - I 00.169 I _ OHM ruA*ea a % g 2 $ C . . . . . CMW i . ~p . 1. . p a.. .ao:ao:............. N..,......... 0.......... ..0.~. 0 LL . .......d.....,....... ~ W W . N.............. Op........ ..cp.......,....... ..41.00.............. ......SD ~ r.~Np...... N 0............. .......IfLtn.............. ~ N ~ ......t~tD ~ tOtp ~ c0 N N...... N... r r. I. II. I. r . ~ p t h rn rn Ir N Ir ~ . ......o~....,......... ......acv n ~.4.m . N W ~ o .-.II. H r...l~l-...... H............. I. I.............. N ^ N N Z^, N.Z. N Z il. ~ ~ . . . . p. N . .p. GO .p. ? 0...... .II _ 0............. N B._._. : t ~ 3z _ a ~ Z' Z Z Z Z O Z Z: m O:Z.Z. Q.1- _ . ~.1- ~ O k- . W ~ a.. E . , PR :POSED _ , a:::::::: . h b G::::::::..... O .1 N ~ ::RX~S'1'I Ct: C~RADB , , , ~ t W p A. ptfj . ...o~ ...O.N ~ tD O _..__..J____ ~ ~ . O N f . N.c.l c0 ~ r- .N... _ ~ N ~ ~ ~.h............. .II... ~ ~ N N l N _ O ~ ~ "'"""?.w . ~ N Y . ~.II'.'~ t..N r.ll .8..wa~ER ~ N NZ~.. N. .=O.. G tit n N ~ ~ O '9 . a.~ 7......... a > 4 O ...mo ...................mo Z W 0 ~ }-Z's J~........ o zz ~-zz ~ r• ~ v . .ioa.18~ a .00~ 12 :L:F :?4. $ . CMP 1 a P ®1.0096 ~ a W ::::::.::::::::::::::27 : LF. ~4 , , . , z 0 . to w a p . . . Na aRADB..... ~ . 1'. PRO gg B . k ..o. . ....ao....,....... o ao:: r ....OO o...................... .....,............oc3, o. N ~ ~ rn r.. ~:1~ ~ ~ N ......oo ~ N .......0 co.. t0 N.. ~c~ MP ~ ' n..... r.. r.......... r. ...................C1..a~ . ~rt o IL. O N II N u cv.;~, r N ............r,. ^ ..................h Dd.. h N .II h- ~ .Il F- r., s~Q 1~1. N r.p N ^ 0 N N N Z z ~ Z Z . . .220 LF 6'0'..... : . m _ 0 p _ 0 ................4..µ. ..14 _ 3 D I ~ III w K w ..PRO D t3 CMP 0:.:45:.:::::: ~ - O Z Z . Z Z......... ....0. ~ Z ..............m. H Z Z.. ..p O ....w Z Z - - O f-__. :01 ~ ~ n M N . .........Oil) N ~ m N 'Il..........,....... i Cj N N . ^ . IR JI. JL F.................. . ......N N ~ I o H Jf .N Z ~ ~.Q^ .JL _ p EQ :Il.r a : :PR POSED: B::::::: I ? a.~y . o . ..........~.~z . , TrI~(~ ~ F., z . .....N O \ ~N Z A ~p..N. _ D i~ o d~~ , GATE : E I5T{ G : UTILITfES . . . o.. ~ :.:265.1. :36 ~ . . a Q ~ CMP.. i~ .t1. 2~ Z Q - J ~ ~ ::::::::::::::::8 . N~.. _ b ~ . act p . ro ` ° Q . ~ tl H F~ EL' e U PR POSED ~ E .M N h p t7 Q . . ~a o.... ~ U .p p :Z:.......... O p . o ~ ~ r .t. EX~ ...3> , 92.1.E : .O . 5. ~.15M~. ~ Ao 2 M Z r ..160 L6.1 . SP 0 0:5071; . a . . r.~. tV. M~1 H i1 . . » . 60 Cf 15 . IV LEtJT ....15 E. .IVAIENT, . , , ..EQUIVALE T . 18 EQU . N.O.. ~ N ~ W ll.k- O ~ . .....PIPE. CH CH .......CMP..4.5 33X.:::::::::::::::::::: W::::::::::::.............. . PIPE. ARC IPA AR ~ N^O . \ . . .................N o Z o . a . w . z W ~ to . a......... .t~ L~- ai ° ~ Q att Q w::: ~.30n~ p 1 94 L~' :36 ~ 2 ~ S My~-~/ p ®.4.50...... . 0... o p~:::::::::: ~ o ~ Cll. ~ :1:.00% ;.y{ M W . . . . . . . . A . . . O M ~ t~ N . ~'N y., r.. 1` ~ : A~ . . 1 r . . r M : p o ~ ~ . ~ ~c a 5: LF::3fl ~ '...N N _ 0 CMP ~4; 0~ . r.. so. O O N N Z N . r- Z i?3 . _p... ...2 LF 18 ~ o > p > d ~ m 11. . 11; . Z ,...,.....3.Z U > > . p . .Z Z Z : . o_ ~ ? :::::Pa0P0 BD~ aRAD PROPOSED E . . 0 . 20 t87 . . . .....CMP~O 2.3696...... 20 0 . . a . _ DATE o .....r' aa In _ dl a2 0~ 60,LF 24 . . . . . : o~ . ~S Q CMP :®:1.: 0~..... . _ ~ Ea . PRO~CT . U4.1 N i b "o ...T....~...._..1 V E0 1 SG LE. . 213& 0 N . C/ . o: Cm5 ~ O M 0 . . W W o _ . _ g = aD a~ W J ' k ~ 1~L ..........o ~ ~ u~':::::: ~i~' :o . p..... ~ J m................. :o:~:...... oo:' .N ~ ~ to c S ~ ~ , N , _ _ _ __;k ___....i_ . ~ ~ ~ p N N g - . 'd' .p II O Q (I ~ ~ tli ~ ! ..N.II... ~ ~ N It.'. ~ ~ 1.......... ~o. . . _ . M tV H ~p N ~ ~ G~ O.II,,.r.... . o . II O .I~ F- ~ h i ~ ~ ~ ll . .111-....... r...p.~... r. . . . M ~I.? r...... iYZ NZ~....... m .cV ..-.11 v.0........ ..............NIL : II ?.0.......... N I~ _ O. O d .ice'' O a>> = Off, = O>> ~ W Q 1• ~ ~ z 2.. z z z:. O, ~ r_ ~ t-__ _ ~ e m _T_._, a W z CL~ _ o _ W ' PR PQ3BD: Q B . a . o 04.......,.......... a . . o~ . _.w,_~_~µ_ . . ............::...:PRQ ED~a B D~ t- ~ k` ? r BXI3TIN .C ~J~IS'TIN :aRADB ~~F . . . . . _ o 1~ . . . tlNN ~ ~I V x w ~ ~t~ 167. F. 8.~ . . ::'.:::PVC :.:1.009b::::: d ...~a9. L~':8.~ Z . . . . . . d J Z . ~ d - a ~ G ~ 2~ 0 ~ a . o o _ ~ Z H I-- . Z ~ J . . . i p Z q = LI-U .L~ vNY~... . i.______ . W Ul r 0, p d H ~ . . _ d FIEYfSI0N8 . . . . . ~ 1 ~ ~ . . 2 10.16.01 . ~ . . . ..2zo ~ ~ . . ~.f . _ FBI ~3:LF: : Pir'C : ~ ~.69~ : . . DATE . ~ 1 O1•~2• 9 o~ I PROJECT _ _ nn_t~a a m $ 3 . sir nuueEn N W p $ SS Z O4 C-6 , IEU IQ O O 4 O 18' 26' 18' NOTE: PAINT SYMBOL BELOW W ~ ONTO PAVED SURFACE WITH CROSS-HATCHED INDICATES (2) COATS OF HANDI-GAP SLUE W ~ STRIPED ISLAND PAINT. MANUF. AS PER DEpT. CONC. DOME TOP " t ~ TRIPLE LINE INDICATES OF TRANSPORTATION SPECS. 1-O o " EXPANSION CURB & GUTTER EXPANSION JOINTS REQUIRED ~ " ~ AT ALL STRUCTURES AND " 2 _O 4" as NOTE: AT ALL STRi E 8 NOTE: PROVIDE ADDITIONAL "VAN ACCESSIBLE" CURB RETUI 1. ALL SIGNS SHOWN SHALL CURB RETURNS. s I.D. sTEEI. sTD. pC FLLLED WITH CONCRETE ~ t < ~ 'I ~ 8' CONFORM TO U.S. MANUAL SIGNAGE AT LOCATIONS REQUIRED BY CODE PAINT VHTH YEt1.OW = h MAXIMUM DI SPECIFICATIONS. AND/OR AS INDICATED ON DRAWINGS EXPANSION MAXIMUM DISTANCE BETWEEN ° REFLECTIVE PAINT. 1'_O" a ~ I 33 W J EXPANSION JOINTS 40.0. ~ SPEC• 4 9 " ~ axo HANDICAP SYMBOL AND SIGN ~ 2"0 GALVANIZED STEEL PIPE ~ ~ ~ ~ 8 2. ALL SIGNS SHOWN SHALL N PA T 8 " ~ " Fl ISH VEMEN GRADE + ~ ~p INCLUDE VAN ACCESSIBLE SIGN rn ~ BE REFLECTORIZED TO R R 5" Q'P° E ~ dl~ 8 0 0 AT LOCATION INDICATED ON SHOW THE SAME COLOR 6Y I I I I PLAN 6 NIGHT AS BY OAY. ~ ~ I i " 1" R. , i 0, \ 2" R. ~ . w o u 8 ~b STEEL PIPE W/ CONCRETE • 0 i- _ I 24 DIA. N FILL. PAINT YELLOW . 3. ALL SIGNS SHALL BE o . 1" F'T. ,r•. ~ CONg2ETE PIER I LOPE' ~ ~ 3 WIDE ACCESS SECURELY MOUNTED ON I ` AISLE M N •t• ~ S ~ IM~ 1 . S N 0 1,~A"" Q W p 62 GALVANIZED STEEL CHANNEL a • ' • ca \ i 24" DIA. '97 4 POSTS. ~ FINISH PAVING ~ . A ~ I W 0 h • •A ~ ~ ~ ~ 4. INSTALL QUANTITY AND AT • PARKING LOT STRIPING TO BE YELLOW s - ~ v • r 'e s ~a HANDICAP SYMBOL TO BE BLUE LOCATIONS REQUIRED BY 24 24 IN R.O.W ALL STRIPING TO BE 4" WIDE CODE AND/OR AS INDICATED = ~ • ' PLAN SECTION e OF PARKING SPACE ~a ON DRAWINGS. CONFIRM AlL ~ 'r ~ HANDICAPPED SIGN GE I ,I ; . If PARKING LOT SLOPE TO BE 2% MAX. A I J IN ALL DIRECTIONS AT HANDICAP CODES. SPACES a~ W INGLES HANDICAP CONCREI CONCRETE CURB & ° 2 PARKING SIGN DETAIL 3 GUTTER 1 90 PARKING 2 WAY 4 GUARDPOST DETAIL 5 HANDICAP SYM60L o GUTTER DETAIL m - SCALE: NONE CSP-26 C-] SCALE: NONE SCALE: NONE CSP-10 C-] SCALE: NONE csP-ti SCALE: NONE CSP-09 SCALE: NONE CSP-04A C ] 10'-0" a~ ~ F ~s r"~ { x p ()a 0 ~ 35 i" .s`t ~ q*\a~ 1'-6" DffORMEO BARS 4' LONG ~ ` ' ~ ` 0 2 O.C. PERPENDICULAR TO SAWED JOINT. : ~/g" SAWED JOINT 2" DEEP, FILLED WITH JOINT SEALER. ~/8• SAWED JOINT 2" DEEP, FILLED 1MTH JOINT SEALER. ' . . • _ ` b •'fi :~'.f. .2x4 KE'f~:t . I y , .i.. O 'F"F'. i' GRAVEL BASE • GRAVEL BASE • • . . ~ d~a GRAVEL BASE ~ PAIN'1• TO MATCH NOTE: STRIPING CQLOR THIS DETAIL APPLIES TO THE FlRST SCORE LINE IN FROM EDGE OF TRUCK SLAB OR DRIVE, ALONG Q ENDS AND BOTH SIDES OF DRIVE. Q Z Z 6'-4" V!_ ,~o ~J Q dQ ~v PAINT TO MATCH Q o= STRIPING COLOR 0'-g" U o~ _ °O ~Z H F- 6 TRAFFIC STOP & BAR DETAIL 8 CONSTRUCTION JOINT DETAIL 7 TRAFFIC ARROW 8 SCORE DETAIL 9 JOINT DETAIL ~ w O ~ C-] SCALE: NONE CSP-13 - _ SCALE: NONE CSP-15 C 7 scALE: NONE csP u CSP-18 - SCALE: NONE CSP-17 Z SCALE: NONE C ] o - Z W ~ t~ W p Q V ~ Q r f~ 1 02.15.01 ,r 11~'R ~ DIA. HOLE Z STEEL POST TOP AND BOTTOM ~ W6x8.5 'n BLAq( "P' OR N 3' HIGH W6x9.0 ASPHALTIC q( BORDER TACK COAT CONCRETE ~'TYP. 0.5' TACK COAT RED gRgF dt BAR FILLED 1M11i JO!!T SEALER 3 ~ "R STROKE ,MpI O~MIM " ¦ • 3 3 " ii F ' ~ :i. ':.iii}.•.i ' ':i: .f. .;v 't~ ~ O 2 2 ~ a°. " ~ , • ~ 6 8 ° ' co WHITE BACKGROUND 'i' • :~i •f• • C • 1 • • O.• r • e s BITUMINOUS ITUMINOUS 'lift''F:`f.•f'';.}.{?:::f:'•i~:'.;;,k,:~!':`~~''•:f ~i • ~ PRIME •.o ~ ~ . • PRIME GRAVEL BASE RED LETTERING ~ 5'-O' AGGREGATE ALL LETTERING BELOW NOTE: BASE N R VIOLATC E LINE TO ~ BUq( 1HICKEN EDGE AT FACE aF DOCK AND WALL VIOLATORS WILL B HEAVY DUTY •r NORMAL DUTY wED ~ TO TOWED AWAY AT *r OWNER; SIGN MATERIAL TO BE OWNERS EXPENSE zo cACE sTEa II II ~ II II II ~ II II II II II cA. oooE -3 I II II II POST SPACING 'r' cA. oooE c.~•s. i it II II II II ~ ~ II II II II II u U U U U STEEL POSTS SHALL W 1~/2 DIA. POST: b BE 5'-g" LONG. °a o , ANCHOR IN CONCRETE FOOTING n o~ I 1'-O" x 2'-O" DEEP DATE ~ 11 GUARDRAIL DETAIL NO PAVING DETAILS o 13 FIRE 14 EXPANSION JOINT DETAIL 0 1 • 0 2 • 01 13 FIRE LANE SIGN m C-7 ScatE: Nom CsP-2s E° C-] SCALE: NONE CSP-26 SCALE NONE CSP-20 ~ C-] SCALE: N CNO ~N SCALE: NONE csP-21 PRO~CT NUMBER Cl V V • l o y ~c N~ SHEET NWABER b O z5 C¦ s~ C FW iQ O TABLE #2 TABLE ~1 GRATE TABLE SHOWING MIN. THICKNESS IN INCHES OF CORRUGATED STEEL ~ ~RUGATED STEEL PIPE as TABLE SHOWING MIN, CLASSES OF CONCRETE PIPE OR THICKNESS IN INCHES OF CORRUGATED S1 _ AND CORRUGATED ALUMINUM FOR VARIOUS HEIGHTS OF FILL ABOVE THE TOP OF THE PIPE PIPE ARCH AND MAXIMUM HEIGHTS OF FILL ABOVE TOP OF PIPE ARCH. liE PIPE . 2 #5 BARS t~ CONT. TYP INIMUM HEIGHT OF FILL IN FEET ABOVE TOP OF PIPE ( ) PIPE pIA. M MIN. THICKNESS IN, ~ > PIPE DIA. SPAN RISE ~ ) MIN. COVER MAX. HT. IPE TYPE - - - -40 z (INCHES) OVER (IN. 1-10 10-15 15-20 20 25 25 30 30 35 35 _ _ INCHES) INCH INCH COR ST. 1 COR ST. 2 INCHES FILL (FT) - - - 0 70 70-$0 60 90 ~ W -35 35 40 40 50 50 60 6 ~ 12 III III IV V V V V ~ CONCRETE V V V V V .064 18 13 W V GRATES TO BE BY NEENAH COR ST. 1 12 .064 .064 .064 .064 •tx;4 .064 .064 12 .064 .064 ,064 .064 .064 .064 15 17 13 < I` >4 ~ Q ~ FOUNDRY CO. OR EQUAL- z „ „ ALU . I 12 .060 .060 .060 .060 .075 .075 .075 75 .075 .075 .075 ,075 .075 .075 w- TYPE C R4840 HEAVY m m Iv v v v v - o A CONCRETE 12 V V V V V V .064 18 12 W Cry o! DUTY TRAFFIC BE RING. Q ~ 15 COR S : 1 t2 .064 .064 .064 .064 .064 .064 .064 34 .064 .064 .064 .064 .064 .064 18 21 15 t a~~ = h > ~ U M. I 12 .060 .060 .060 .060 .075 .075 .075 15 .075 .075 .075 .075 .075 .105 4, 18 10 W ~ w CONCB TE 12 III III Iv v v v v V V V V V V ,064 ~ „ 18 COR ST. 1 12 .064 .064 .OS4 .064 .064 .064 .064 8 8" BRICK OR POURED CONCRETE 64 .064 .064 ,064 .064 .064 .064 21 24 18 ~ ti 75 .075 .015 .105 .105 ,105 .105 b „ ~ A UM, I 12 .060 .060 .060 .060 .075 .075 .075 6 4 -0 DIA. V V V V V V .064 18 9 ~ N CONCRETE t2 III m Iv v v v v MIN) NOTE: STD. C.I. STEPS .064 .064 .064 .064 .064 .064 .064 24 28 20 ~ 64 .064 .064 .064 .064 .079 ,079 W O ( 24 COR ST. 1 t2 REQUIRED FOR .05 .105 .105 m 75 .075 ,105 1 Q " ALUM.) 12 .060 .060 .060 .075 .075 .075 .075 4 -0 DEPTH OR CONCRETE t2 III m Iv v v v v 1e s 3 a v v v v v v .os4 as ~ ~ GREATER. 30 COR ST. 1 12 .064 .064 .OS4 .064 ,064 .064 .064 .079 .079 aos .1os 30 35 24 ~ ~ ~ 64 .064 .064 ALU M. I 12 .075 .075 .075 .075 .075 .105 .105 D5 .105 .105 .135 .135 Q ~ CONC. BASE W/ t2 III III Iv v v v v ;,;~,T. ter,,. ~ CONCRETE v v v v v v 42 29 .064 1 s 7 s o 6 W 0 r• ao #4 ~ 12 O.C. EA. WAY 12 .064 .064 .064 .064 .064 .064 .064 COR ST. i 164 .064 .079 .079 ,109 .109 .138 3 tt 40 31 .079 to 12 t 38 COR ST. 2 t2 .064 .064 .OS4 .064 .os4 .os4 .064 I64 .064 .064 .079 .079 .109 .t09 ~ ALUM. I 12 .075 .105 .105 .105 .105 .t05 .135 D5 .135 .135 .135 .135 49 33 .079 18 7 ~ ALUM, 2 12 .060 .060 .060 .060 .075 .075 .105 75 .105 ,105 .105 .135 42 18 12 ~ d v 46 33 .o7s v v v v v 1,.V z CONCRETE t2 III III Iv v v v v 1 DROP INLET DETAIL D.I. t2 .os4 .osa .os4 .os4 .os4 .oea .os4 4 .064 .079 .109 .109. .138 .138 57 38 .109 t 8 7 ~ 0 6 ~ COR ST. 1 64 .064 .138 48 12 ~ C- $ SCALE: NONE COP-~ 42 COR ST. 2 12 •064 •064 .064 .064 .064 .064 .064 53 41 .079 18 ~ 64 ~ A LU M. I 12 .105 .105 .135 . i 35 .164 .164 .105 .135 .135 43 .109 18 7 a 05 .105 64 ALUM. 12 .060 .060 .060 .075 .075 .105 .105 CONCRETE t2 III m w v v v v v v v v v v 54 0 C0R ST, 1 t2 .064 .064 .064 .064 .064 .064 .079 60 46 .079 18 12 ~ i64 .079 .109 .109 .t38 .138 .168 ~t COR ST. 2 12 .064 .064 .064 .064 .064 .084 .064 .tQ9 .109 .138 .138 7 ,13e t8 7 ~ i84 .064 .079 71 4 ALUM. I 12 .105 .105 .135 .164 .164 ..164 64 60 66 51 •079 18 12 ALUM. 2 12 .060 .060 .060 .075 .075 .105 .105 05 .105 .135 .135 .164 .164 CONCRETE i2 III III Iv v v v v v v v v v v 77 52 .tsa to 7 COR ST. 1 12 .079 .079 .079 .079 .079 .079 .079 .138 .138 .168 66 )79 .079 .109 73 55 .a7s 1s 15 54 COR ST. 2 12 .064 .064 .064 .064 .064 .064 .079 164 .079 . t 09 .109 .136 .138 .168 ALUM . I 15 .105 .105 .135 .164 .164 .164 s4 83 57 .Ise to s 72 05 .135 .135 .164 .164 .079 18 15 EXCAVATED TRENCH WIDTH ALUM. 2 15 .060 .060 .060 .075 .075 .105 .135 81 59 v v v v v v CONCRETE t2 m m Iv v v v v 109 .109 .109 .138 J6e COR ST. 1 t2 .t09 .tog .t09 .109 .tog .tos .tog FINISHED GRADE 60 COR $T. 2 12 .064 .064 .064 .064 .064 .079 .079 .138 .t68 .168 78 'I 179 .079 .109 .138 .079 18 14 r ALUM . I 15 .t 35 .135 .164 .164 .t 64 .164 87 63 a ; , 164 Y ALUM . 2 15 .060 .060 .075 .105 .105 .135 .135 35 .135 .164 .164 ` CONCRETE 12 III III IV v v v v v v v 84 v v 95 67 .109 t8 12 F~ COMPACTED COR ST. 1 12 .138 .138 ,138 .138 .138 .138 .138 138 .138 .138 .188 .168 BACKfI BB COR ST. 2 12 .064 .064 .064 .064 .064 .079 .t09 PROPOSED .109 .138 .168 .168 )79 .t09 90 PIPE ALUM. I 18 .164 .164 .164 .164 .164 103 71 .tog 24 tt ALUM. 2 18 .075 .075 .105 ,105 .135 .135 .164 35 .164 .164 CONCRETE t2 m m Iv v v v v V V V V V 138 .13e .138 .168 TABLE 2 -NOTES COR ST. 1 12 .t38 .t38 .t38 .t38 .t38 .t38 .138 109 .109 .138 .138 .188 AVING ° 0 0 ~ PIPE 72 12 .064 .064 .064 .064 .079 .109 .109 °o°o° 0 0 o COR ST. 2 ALTERNATE SPAN -RISE COMBINATIONS FOR PIPE ARCHES, H 000000 00000 BEDDING ALUM. 18 .164 .164 .164 .164 .164 000000 0 0 „ MATERIAL 18 .075 .075 .105 .105 .135 .164 .164 EQUAL PERIPHERY TO THAT SHOWN, MAY BE SUBSTITUTED IF LISTED x~ ~ 164 .164 .164.. TO M-36 GR AASHTO M-196. ~i~ IN AASH 0 0 0 0 0 00000 4 ALUM, 2 o°o°o°o°o o°o° 0000 CONCR TE t2 III III Iv v v v v V V V V i~~ 00000000 COR S . 1 i5 .168 .the .ts8 .ts8 .the .tse .ts8 I68 .168 .168 ! 78 t 5 .064 .064 .064 .064 .079 .109 .109 109 .109 a3a .lea ,1sa NOTE: COR S . PIPE BEDDING SHALL BE 12" MIN. ALUM, 2 21 .075 .075 .105 .105 .135 .164 .164 164 .t64 CRUSHED STONE OR ROUNDED 18 MAX. CDNCRE 12 III III IV V Y V Y V Y V V Q GRAVEL BEDDING MATERIAL 84 COR ST, 1 15 .168 .168 .168 .168 .168 .168 .188 SHALL HAVE 95X PASSING. A 168 .t89 .168 Q Z J 3 4 SIEVE AND 95% RETAINED COR S . 2 15 •064 .064 .064 .079 .079 .109 .109 109 .109 .138 .168 Z b O ON A No. 10 SIEVE. LOAD FACTOR ALU 2 2t .105 .105 .105 .135 .135 .164 .164 164 .164 ~ J ~ Q TO BE L9. CONCRETE 12 III III ORMAl10N ONLY ~ ~ ~ TABLE 3 (INF ) p..~ ~ ~ 90 C0R ST. 2 18 .064 .064 .064 .079 .109 .109 .138 NOTE: 109 .138 •136 .188 SS E UIVALENT GAGE Q ~ _ COR METAL THICKNE Q U ~ NO RECOMMENDATION IS GIVEN A UM. 2 24 .toy .toy .t35 .t35 .t64 THIS DETAIL IS TO BE USED IF .064 16 0 ~ _ ~o .ALSO A STRONGER BEDDING CONCRETE 12 III III BY A GEOTECHNICAL ENGINEER , ~ ~ z 109 a38 .16s .079 14 E RE UIRED FOR CERTAIN SITE CONDITIONS. 9B COR ST. 2 to .o7s .079 .079 .079 .1os .109 a38 MATERIAL MAY B Q ~ w ALUM. 2 24 •105 •105 .135 .135 .164 CONCRETE t2 IN ~ 109 12 ~ ~ J Z ~ ,J 2 STORM DRAIN BEDDING 102 24 .079 .079 .079 .tos .1os .tae .13e COR T.2 ~ ~ a3a .138 .tse .138 10 w C-$ SCALE: NONE COP-16A ALUM, 2 24 .135 .164 .164 z .168 8 w ~ ~ CONCRETE t2 III ~ ~o Q ~ 108 COR ST. 2 24 .1os .tog .109 .109 .1os .tae .136 ,13e .138 .168 Q ALUM, 2 24 .135 .164 CONCRETE 114 COR ST. 2 24 .109 .tog .tog .tog .tog .138 .1s8 ,138 .168 ALU . 2 24 .164 .1s4 CONCRETE .138 .168 120 COR ST. 2 24 .1os .1os .tog .109 .138 .t38 .1se 1 02.15.01 ALUM, 2 24 .164 .164 COR ST. 1 OR ALUM. 1: oENOTES 2~2/3~ X t/2" CORRUGATION „ OR ST. 2 OR ALUM. 2: DENOTES 3 X 1 CORRUGATION (OR 5 X 1 FOR STEEL PIPE ONLY) C :AM (HEUCaL) coNStRUCnoN. + ALL STEEL AND ALUMINUM PIPE SHALL BE LOCK-SEAM OR WELDED-SEAM (HELICAL) C + MINIMUM COVER VALUES APPLY TO HS-20 LIVE LOAD. MINIMUM COVER NEEDED FOR C NEEDED FOR CONSTRUCTION VEHICLES MAY BE 1" ~ GREATER AND IS THE RESPONSIBWIY OF THE CONTRACTOR. P T - T MTL CAP + TRENCH CONSTRUCTION IS REQUIRED FOR ALL INSTALLATIONS. 8'-0" O.C. 8' 0" O.C. + FOR CONDITIONS TO RIGHT OF HEAVY LINE, CONCRETE PIPE REWIRES IMPERFECT BACI IMPERFECT BACKFlLL ACCORDING TO SPEgFlCATIONS AND THIS STANDARD. m I REQUIREMENTS STMPSON ~IiU4 E H ~GER OR APPR QU 3 FOR PIPE CULVERTS 0 ~ 6 X 6 P.T POSTS C-$ SCALE: NONE 0D 1 X 6 CEDAR BOARDS 0 6" O.C. I~ 0 4 X 4 P.T. BEAM ' TOP. MIDDLE, do m BOTTOM I I I I 1 1 I I o I I 6 X 6 P.T POSTS I I I I o I ZI I I VIII -II II ~ a I I CONCRETE I I I I I ~ I LJ I ( I rte. u DATE ~ ELEVATION SECTION 0 w u 0l•o2.O1 ~m v ~o cg PROJECT t~JMB R 0 ~ ~ n'-n" ~r.RFFNING FENCE DETAIL 00.169 N°i C-~ SCALE: NONE CSP-24A ~o SHEET LIMBER C O~ N p) mpp. 0 Og D% 18 C¦ OJ Z$ AC C U F4I ~0 X ~ o X ~ X V'a - 0 W 0 , . IJJ a ~ PUMPER CONNEC110N ~ " " X ''A ~ v w \ < FACE TO CENTER UNE 8 TAP NG OF STREET R STEPS EVE & VALVE ' o /2 ouTLErs A , q R.:' II r W r ° ~ A ~ ~ • ~ . , B < cv cv WORD "WATER" ON COVER ' FLANGE " X 3" ABOVE HYDRANT TO HAVE BREAK-AWAY ~ gFp GRADE SECTION OR REMOVABLE BARREL ~ ~ R 'r ~ . r.. '.v ti+; p;t' . r v C NOTE: CONCRETE TO HAVE A C V n SEE LANS F SS O=DEPTH MIN. 28 DAY STRENGTH OF D=DEP ~ N TH \ p ~ D 4 3 "TEST I UNE SIZES ~ ~ 3000 PSI ~ W o a H ~ BURY UNE HYDRANT SHALL BE A PLAN COCKS VALVE BOX w R "MUELLER CENTURION" UM N M OR EQUAL RE DEPT. CONNECTION BLOCKING DIMENSIONS ~ . r• w X A B C D o m 6" DIA. GATE VALVE I I CONCRETE THRUST i ACCESS DO W < 8 10 2 -3 3 -3 2 -0 ~ ~ ? BLOCK r t~ ANCHOR COUPLING ~ ~ I NOTES: GV FP BFP GV ,r W 0 12 12 3-0 4-6 3-fl ~ Qo (SEE NOTE N0.2) m t w Q o 0 1. FlRE HYDRANT CONNECTIONS MUST BE FACING CITY STREET M " " I 8 10 2-9 4-fl 2-3 ~ , 2. 6 D.I. PIPE AND 2-3/4 THREADED RODS WI1H 4 DUCTILE • ~ ~,;F, , LUGS MAY BE USED IN LIEU OF ANCHOR COUPLING. A °p " " , " ~ " , " GC d 12 12 4 -3 6 -0 3 -3 ~ ~'~r::"+ 3. USE RETAINER GLANDS WHERE CONDITIONS WILL NOT PERMIT ~JMp IPE STAND R (2) TYP USE OF CONC. THRUST BLOCK. INSTALL M.J. GLANDS WITH TORQUE WRENCH TO 90 FT. S. SECTION A-A 6" DIA. D.LP• ~ NOT7=S: 8" 10" 1'-6" 2'-6" " ~ 2 0 y 12 12 2 -9 4 -3 2 -6 RETAINER GAANDS 4. CONTRACTOR SHALL VERIFY THAT THREADS ON PROPOSED 1. ACCESS DOOR - BILCO ALUMINUM DOUBLE LEAF (JD-2AL) 4'x4' HYDRANTS MATCH THREADS ON HOSES FOR LOCAL FlRE 2. COVER - 8" STEEL REINFORCED CONCRETE ~ " o a (SEE NOTE N0.3) DEPARTMENT. 3. WADS - $ R STEEL REINFORCED CONCRETE (6 -6 MIN. INSIDE) w N 10 1 -0 2- - C VALVE DRAIN INTO 4. STEP$ - 12"IMDE S1EP EXTENDING 4 FROM WALL AT 12 VERT. 5. BOTTOM - 4 CONCRETE SLOPED TO GRAVEL SUMP ON 4 OF m ~ 1 ~ 3 CU.FT. OF STONE N0. 57 COMPACTED STONE. DO NOT BLOCK DRAIN 12" 12" 1'-9" 3'-0" 1'-9" N DOUBLE CHECK N 1 FIRE HYDRANT ~ A B CKFLOW PREVENTER ~ 8" 10" 0'-6" 1'-4" 1'-0" C-~ SCALE: NONE CUP-05 - SCALE: NONE - C 9 CUP 07 12" 12" 0'-6" 1'-9" 1'-6" X= DIAMETER OF PIPE TO BE BLOCKED NOTE; BLOCKING SHALL BE CONSTRUCTED AS PER AWWA STD. 0600, SECTION 12.3 OR LATEST REVISION r®..~ 3 BLOCKING DETAILS (;-9 SCALE: NONE CiIP-09 mQm. p^pNA tlU N p%Zptl mitl O d~~ XIBLE MANHOLE " NHOLE PIPE EMBEDMENT ~ EMBEDMENT IPE EMBEDMENT 6 FLOOR DRAIN EYE QR MATERIAL MAiERl+4l 12°BLOCK WALL (8"REIN. TO PARK TRANCE - ~ MATERIAL CONCRETE IF UNDER LNG LOT N OR GRAVITY DITCH J01 T , ~ , Q TRAFFIC) FILLED W/CONCRETE Z B a MIN. DEPTH = 5'-0" ~ t I I 10 INSIDE " iA ? o CENTERIJNE OF ~ 6 MINIMUM J b ~ INLET PIPING IS , ~ • p e Q NOT ALLOWED IN ~ • • ~ . • , a tY ~ U EITHER QUADRANT ' ~ a ~ ADJOINING THE MANHOLE ~ w U ~ MANHOLE MANHOLE ~ W z c ~ STEPS A . • . ~ ~ A = O UNDISTURBED STEPS SECTION B B • , Q FlRE LINE MANHOLE z W Z o f © OF © © ® © CAST IRON FRAM do COVER . ; , : STEPS • : • o a ~t > A ® ~a W _ ; ~ M-W _ BRICK • ' ~ ` ' N ADJUSTMENT • , ~ ; ~ FORMED CLASS Z CENTERLINE OF : + • - ~ INLET PIPING IS ' ~ • , ' • , ~ ~ A CONCRETE " ~ ' ~ ` ' ~ NOT ALLOWED IN ' ~ ' ' ALL 2 PIPE - . ~ • ' ~ ~ • EITHER QUADRANT •`.;~?;.t~.';:~.,• TO BE COPPER Qj ~ 2 1/2 ' • - ~ ADJOINING THE MANHOLE ~ , ~ SEWER oMESnc ouTLET. • • PIPE K L J C C 0 ® 0 E RVICE , C ~ MANHOLE STEPS J MANHOLE STEPS a 10 ` o SECTIONAL PLAN EXISTING A R AIN MIN' ' ~ w W TE M • " - ~ FLE)p DROP CONNECTIONS NOT 1 1/2 BY-PASS ~ ;•i MANH ALLOWED ON SEWERS LARGER 3 ~ ~ : SLEEVE OR 1HAT 15 DIA. EXACT LOCATION OF TEE ~ TO BE SET IN FIELD BY 0 ~ % DETAIL v, ~ SECTIONAL PLAN 0 , PLAN STANDARD ALL PIPING OF DROP CITY OF SHELBY • i' 4'- 0' A ' ~ ~ ~ . CAST IN PLACE MINIMUM a ~ GROUT ; ~ ~ JOINT FEATURE MALL BE D.I.P. MANHOLE 4 REINFORCED ~ ~ INSIDE ' ' • OR C-900 PLASTIC PIPE ~ , N IF SEWER PIPE INTO DROP CONCRETE TOP ` ~ JOINT IS O.I.P.- DROP SHALL ..i -BUM • ' ~ ~ BUM ~Z a RUBBER RUBBER ~z BE D.I.P. - ~ a ~ , SEALANT ~ ~ ~ SEALANT ' ~CHEDULE• U F- ~ , s. 0 8x8 TEE AND 8 VALVE - 2 SQUARE I 2 1/2 SADDLE AND TAP M H U~ , W~ OPERATING NUT W/VALVE BOX & COVER VE OR ~ c~w ~ J 2 1 /2 x 2 1 2 TEE =INSTALL NT ~ ~ a, , ~ „ „ ,.I ~ ~ . . ~ : . ~ j B 8" VALVE IS END OF CITY MAINTENANCE THREADED ST PLUG . ~ DETAIL A Q , A ~ M ' "i ; ' ? UNDISTURBED TRENCH " W) TH MIN.,, , ~ Q 8 OS&Y VALVES ®2 1/2 HEAVY DUTY -HAND OPERATED , MIN' PIPE EMBEDMENT VALVE ' ` 2 MATERIAL • ~ ; CLASS B CONCRETE D WATTS 709 DCDA -DOUBLE CHECK W ETECTOR ~ ' 2 SENSUS TURBO METER , , ; ~ • , • : ; ~ , • 'T EO 8x4 TEE MODEL W-120 DRS (PURCHACE FROM CITY) • „ 6" PIPE D~IBEDIIENT F 8 - CL52 D.I. PIPE WATTS 0o7QT DOUBLE CHECK VALVE MATERIAL SECTION C-C 6" PIPE EMBEDMENT MATERIAL © 4" -CHECK VALVE ®BILCO JD-3AL 4'x6' ACCESS DOOR PIPE EMBED ENT NDISNRBED ST M ANDARD DETAIL NDISTURBED STANDARD DETAIL [L 77 -CENTER DOOR OVER METERS MA'~TtIAI Metro olitan Sewera a District )><stMet P ~ H 4 - RISER W SIMEASE CONNEC110N Metropolitan Sewerage D>tstrict ~ / SECTION A-A or QO ACCESS LADDER Bunoamb~ Count North Carding SECTION A-A or Buncombe County, North Carding 4, Y• a i DATE 0 DROP MANHOLE CoNNEC1ION NOT PERMITTED TYP E i R • D OP CO NNECTION E v°, FOR SEWERS OVER 15X ~ 1 ~ 2 4 GRADE APPROVED: XX)000( I MSD-i I MSD-i APPROVED: XXXX)OO( ~ MSD-4 PROJECT trUMBER s 00- 169 4 METER PIT DETAIL W/ DDCBFP + ~R C- 9 SCALE: NONE dIP-13 MET Nu ea+ 09 C-9 ...o~ iA O O M NOTES: 1, WYE CONNECTIONS ARE STANDARD FOR NEW SEWER MAIN CONSTRUCTION. 2. FOR ~XIS11N6 MAINS (12" OR DIALLER) WHERE WYES ARE NOT AVAILABLE A SEWER TAP SHALL BE INSTALLED BY MSD PERSONNEL Q LL ~ W ~ I 3. FORCE MAINS GARBING DOMESTIC WASTEWATER FROM SANITARY W CONVENIENCES WITHIN A SINGLE BUILDING, MAY 8E CONNECTED NO SERVICE TO BE TO A 4" MSQ GRAVITY SERVICE LINE PROVIDED THAT GRAVITY FLOW < CONNECTED IN THIS QUADRANT , • ' ' , , WILL BE MAINTAINED DURING PROPOSED MAXIMUM DISCHARGE RATE O ° FOR THE GRINDER OR EFFLUENT PUMP(S). I °•o•, MANHOLE ~ ' I I < ~ t ~D ' ' ~ ' ° SEWER SERVICE 2' MAX. UNLESS OTHERWISE INDICATED , COMPACTED FILL ti I • ° J ~ t ~ COUNTERSUNK PVC PLUG 0 ~ ~ I li. V ~ I J N Flow • W 0 F Q I N CLEANOUT BOX I to ~ EXISTING GRADE ~ ~ INSTALIID ON 8" OF o EXISTING GRADE COMPACTED PIPE I w ~ O ~ O EMBEDMENT MATERIALS j i I ~ W 0 x ~ ~ 5EWER MAIN ~ IWo IN-UNE WYE ~ .I ~ M ELEVATION a SEWER SERVICE 0 2.00 I a BEND SEWER LATERAL CONSTRUCTED • W z AT 2X GRADE UNLESS ~ o ,5 MIN ~ CONSTRUCT SERVICE UNE AT OTHERWISE INDICATED. 3/4 DIA. OF SEWER MAIN OR HIGHER ° • ' I aooooo EXCAVATE DITCH AFTER FlLL a 0 0°0°0°0°0°0°0°0°0°ooo°oaooa°o°o 0 0 ooaooo°oQOaao°o°o 0 0 0 0 0 ~ ° CONNECT TO EXISTING SEWER 3 ' ° ~ SERVICE WITH APPROVED • ~ ~ , o°c 1 MIN. COUPLING' OR INSTALL PLUG 3' MIN I ° ~ , • ° ' , ° • ' ' • , o°°o oa°o° FOR FUTURE SERVICE. o°o° o°o° WHEN REQUIRED BACKFLOW °o°°°o°o °o°o°o VALVES SHALL BE INSTALLED ENI UNDISTURBED EARTH PORTION OF LATERAL TO 8E MAINTAINED BY PROPERTY OWNER. EXISTING GRADE PROPOSED PIPE PROVIDE STONE BEDDING UNDER WYE (OR TAPPING SADDLE) AND PVC RE IRES BEDDING BEND ~ SECTION LL LENGTH OF SERVICE TRENCH SHALL ~ BE COMPACTED BI 6' LIFTS it J j /i. V~ ,a _~`;3,. + STANDAR D DETAIL STANDARD DETAIL STANDARD DETAIL Metro olitan Sewera a District • • Metro olitan Sewera a District Metropolitan Sewerage District p g of P g of Buncombe Count North C°roli Buncombe County, North Carolina y, na Buncombe County, North C~dina SERVICE CONNECTIONS SANITARY SEWER SERVICE AT MANHOLES SEWER MAIN IN FILL ~ m~a APPROVED: XXXXXX MSD-13 xzp APPROVED: XXXXXX MSD--6 APPROVED: XXXXXX MSD- i 1 0 d~o + ~ Q Q Z Z ~ V~ _ b O ~J +~Q l~ ~U M ~ ~ Q o= U o~ a~ 2 ~Z H~ ~ ~ O ~ Z J_ ~ ~ UNDISTURBED EARTH EXISTING SOIL EXISTING SQL Z ~ _ W ~ • Fa p Q t2 OF FINE LOOSE EARTH FREE V ~ + + FROM LARGE CLODS, STONES, DEBRIS, Q + + + VEGETABLE MATTER, OR OTHER ¢ OB,ECTIONAL MATERIALS. O 6" MIN~IUM +t Y. TRENCH BACKFlLL MATERIAL COMPACTED TO 85X STANDARD CLASS I PIPE EMBEDIEDIT MATERIAL + + PROCTOR IN 6• LIFTS FOR ROWS REY1810N8 85X IN I2• UF1S FOR EASEMENTS. ORY UNDISTURBED INI11Al BACKFILL EARTH ~.o' SEE TRENCH DETAILS. SAW CUT EXISTING PAVEMENT 2" OF BITUMINOUS SURFACE COURSE IF REQUIRED 6" MINIMUM BY NCDOT COMPACTED TO 96X OF MAXWIIJI~I i -O LABORATORY DENSITY. RENCH BACKFILL IN EASEMENTS & RIGHT of WAYS T EXISTING PAVEMENT 811UMINOUS TACK COAT 6' OF BITUMINOUS CONCRETE EXISTING EASE COURSE ' , ; ~ • ; g~ER COURSE IN TWO 3' LETS ~ COMPACTED TO 96~ MAXMUM MP LABORATORY DENSITY. STAINLESS S1EEL CLA STING GRAVEL ' ~ ~ : , , • , • ~ ~ . 'I~ • E)aS11NG GRAVEL EXI + + 12" MINIMUM (TYP.) ~ + + + + 8' OF A.B.C. COMPACTED lb t t I2. OF A.B.C. COMPACTED TO + 100X STANDARD PROCTOR } + t 100% STANDARD PROCTOR IN 4 LIFTS. IN 4' LIFTS. •.5 't5 1RENCH BACKFILL MAIERIAI TRENCH BACKFlLL MATERIAL COMPACTED TO 95X STANDARD COMPACTED TO 95% STANDARD PROCTOR IN 6" LIFTS. PROCTOR IN 6" LIFTS. DRY UNDISTURBED EARTH 2.0' H IW11AL BACKFlLL DRY UNDISTURBED INITIAL BACKFILL SEE 1RENCH DETAN.S. EARTH 2.0' SEE TRENCH DETAILS. PAVEMENT REPAIR FOR NCDOT ROADS GRAVEL SURFACE REPAIR APPROVED FLEXIBLE PIPE COUPLING NOTES: 1. EDGES ARE TO SAWED WITH A CONCRETE SAW TO A NEAT SQUARED EDGE, AND GROOMED CLEAN OF DUST PRIOR TO APPUCATiON OF TACK COAT. DATE v 01.02.01 o NOTE: ONLY ONE TRANSITION IN PIPE ~ MATERIALS ALLOWED BETWEEN ANY TWO g MANHOLES PROJECT NUMBE~ cmAT~rneun n~meTt. ~TAATT16RT1 TIFTSTT. n n ~ ~ n ;5TABDAND DETAIL N-4 i &-"I L/ L1i vi/ L a.r A A iaL I V V I V 7 ' Metropolitan Sewerage District of Metropolitan Sewerage District Metropolitan Sewerage District 8 Buncombe County, North Carolina of Buncombe County, North Carolina Buncombe North Carolina 81$T NILU6ER County, a FLEXIBLE PIPE COUPLING TRENCH BACKFILL E PERMANENT PAVEMENT REPAIR E 0' APPROVED: XXXXX MSD - 15 $ z / APPROVED: XX)O= IJMSD97-19 APPROVED: JANUARY 19, 1994 MSD-20771 Colo oa 1- U N! O O p ~~/~j t p ~ + _ BACKFlU. iN 12 LIFTS & COMPACT TO 92x STANDARD. ~ » ~ t>C BACKFlLLIN 6 LIFTS & COMPACT TO 95X STANDARD 0 MANHOLE COVER dt RING WHEN IN PAVED AREAS OR ON ROADWAY StiODU}ERS. ~ NEENAH R-1648 j~ i0 UNDISTURBED EARTH ~d GRADE ROUT ROUT t" MAX. W r BRIq( ~ p BRICK WATER 11GHT SEAL 12 M PRECAST CONC. ° ~ t = NON-SHRINK GROUT • . TANK J ~ w 3" AIR SPACE 3 U 3 LAYERS (MAX.) v ti INLET 6' 6 INITIAL \ MIN. MIN. e W p TEES TO BE VISIBLE FROM MANHOLE IBLE ( ) ( ) BACKFlLL F PIPE SPRING LINE OD ~ ~ '3.. t ~ W ~ '3 BAFFLE t OUTLET ~ ~ ~ h s• I 6 ORIFICE ;n O fn PI < EMBEDMENT ~ ~ Q / MATERIAL ~ \ ~ r iv 4'PVCI TRENCH FOR PVC PIPE 15 DIA. AND LESS - ~ iv 4' PVC (SCH. 40) 4 NOT TO SCALE ! ' ' oc a •.~.r •r' ^ . L W Qy "~'T D t 4 P Or-Ora 12" CRUSHED STONE NOTES: n' 10'-0" BEDDING 1. PVC PIPES REQUIRE CLASS I PIPE EMBEDMENT MATERIALS. p m SECTION 2. WHEN TRENCH IS SUBJECT TO INUNDATION, EMBEDMENT MATERIALS MUST EXTEND SECTION PIP N.T.S. PRECAST CONC. TO TOP OF E N.T.S. TANK , 3. NO BOULDERS OR STONES IN EXCESS OF 4 WILL 8E USED IN INTIAL BACKFltL E..:: ti, 4. THIS DETAIL IS VALID FOR PVC SEWER PIPE INSTALLED AT DEPTHS ~ UP TO 20 FEET. ~y 4' PVC (SCH. 40) IG) is ~ s . 5. PVC PIPE NOT ALLOWED WITH LESS THAN 3 -0 COVER. BAFFLE ° I 4" PVt 4 PVC (SCH. 40) 4 •I 7 ~ t R ' ; ~ PLAN PLAN N.T.S. N.T.S. STANDARD DETAIL Metropolitan Sewerage District of Buncanbe County, North C~ollna W PIPE CH FOR P C TREK o n~ 1500 GALLON ~ GALLON GREASE TRAP aPPROVED: xxxxx MSD-zs x~' 1 ~i~ ~ SCALE: NONE NONE ~ - d ~i~ f ~ Q Q Z Z J b0 ~J ~Q ~ ~U o Irl ~ w Q ~ ° o: e~NF a o 58'4 LIFTING BAR TYP. F = Z / ( ) ~ ~ H F- o ~y ~ w q ~ ~ ~ ~ s~wruRir .c Z ~ ~ COVER o o p~ ~ 5 s~ z ~ w _ w R 5/8 4 LIFTING BAR (TYP.) V N. C. Q CONCRETE ANCHOR BOLTS (IF REWIRED) ~ COUNTERSUNK PLUG N O 2'-0" MATCH FRAME TO EXISTING GRADE FOR LANDSCAPED LOCATIONS a~•is•ol ~ ~ =~Q 2" MIN. N coy°z 2'xi/4" BUM ~g ododod°d°do op aodaodododo odo, i°o° °o°o°o°o°o°o°o ~°o° °o°o°o°o°o°o°o ooo°ocododo do oddOddo°ooo d°o, CONCRETE ANCHOR BOLT o°ooo°o°o°o dog9do°ododo°o a°o, 000000000 ~°0° °0°0°0°0°0°0°0 °0°0°0°0°0°0°° odododododo d0dpd00000d°d0 Odo, PRECAST MANHOLE THREE (3) MIN. 0 0 0 0 0 0 0 0 0 0° 0 0 4 ~~o„ „o„o~o„o„o„o~o o°o°d°o°o°o °o°a°d°o°o°o°o °o; A A A A A A A A A A A A FRAME SET IN NON-ROADWAY LOCATION 11.7500 6" EMBEDMENT MATERIAL MACHINED SURFACES ,t' 1" MAX. AVEMENT GROUT M"~ S. SEIPER ~ - --3 LAYERS (MAX.) , . , , BRICK r%~%` 12'(MAX.) . ; ~ ~~rr 2"X1/~" BUM PRECAST CONCRETE GRADE RING W PRECAST MANHOLE NOTE: t~EANOUT BOX SHALL BE i A CAST IRON VALVE OX AS MANUFACTURED BY FRAME SET IN ROADWAY LOCATION ~ RUSSELL FOUNDRY, OPgLiKA FOUNDRY, OR EQUAL. DATE STANDARD DETAIL Q 1.0 2.0 l ~8 STANDARD DETAIL Metropolitan Sewerage District E o Me Metro ohtan Sewerage District of p Buncombe Count North Carolina PRO~CT LIMBER MN s..__-_~_ u..u. ~...,~w„ untt. •ucn nc a~iurnuac rc~iurv" rn y` _ _ ~N DYIIGN imm VWII{y, mm ul V A V Nqw mvv 1 m APPEAR ON COVERS ONLY WHEN THE SEWER • ~I ~0c SYSTEM IS TO BE MAINTAINED BY MSD STANDARD MANHOLE FRAME & COVER go CLEANOUT BOX 8FEET LIMBER . N APPROVI 8 APPROVED: XXXX MSD-12 APPROVED: XXXXX DMSD-7A a% 5: Z $ ¦ G~ L7 / F bi 0 L1.. DUCTILE IRON PIPE PIER FOOTING ai PIER ~ - 0 tom. W W ~ Initial back>i1l p " ~ ~ O ( Light/y Compacted ) C r Maintain Trench width f M ( t -0 ,C to 12 above top of Pipe ~b a~ W k • • " . \ 4{ PIPE SIZE A H " ' ~ flr C V ~ 8" - 18" ~ ~ » I~ •A. 2 -4 6 -4 3 -0 J N ~i 18 - 24 3 -O 7 -0 4 -0 W O . » *30' - 42' 4'-6' 8'-8' 5'-0' H 48' 6'-0' 11'-0" " N 6 0 (f3 ~ ~ Pl a Inv ' ~ ' 54" 6'-8" 12'-0` 7'-0' Cl 1 Embedment ~ b R : SEE CHART AT RIGHT 80" 7'-O' 13'-O' 8'-p' p ~ FOR DIMENSIONS A,8 & C Material = 2 -0 ~ W 0° L ~ ~ Y AL EWER TRENCH t i DUCTILE IRON PIPE 4' (MIN} 4» 6» D.l. P/PE STRAP & ANCHORS SEE DETAIL M - ~ ( SD 11A) ~ a CUPS 32 Fr & LESS W a i p„/ o I~ sl-- --la ~i TIES 0 9" O.C. ~ I I i cDNC~EETE PIER a 0 _ _ m TOP OF FOOANG SHALL i ( VARIES p~ 8E 2' BELOW MAX. ( I I 2 ~6 s 0 9 O.C. ANTICIPATED STREAMBED -i- r -Ia NOTE: SCOUR i ONSIRUC110N JOINT I I I) OF CUT OR PIP SI S GREATER THAN THOSE SHOWN ON THE TRENCH DETAILS RE IRE - ~ I r 1• ~ ~6 s 0 i2 O.C.E.W. DESIGN AND BMI AL OF DESIGN DATA BY THE ENGINEER. QU 2) 0 CH DETAILS ARE FOR TRENCH INSTALLATIONS ONLY. SEWERS INSTALLED IN POSITI a ( i _ i TOP do BOTTOM OF FOOTING r r r ~ El; 11 PRO~CIING U11N0 CONDITIONS REQUIRE SPECIAL DESIGN AN ~ a---$ -~-+a_ ~ DE~CN DA A ~Y THE ENgNEER. D SUBMITTAL OF ~ -----r ~ ~ , . -6 i I PIER FOOTING EXCAVATE IN ROCK PLACE ~6 REBAR TO SUITABLE DOWELS 18" INTO R - ' NOTE: _ FOUNDATION ~ 18 I • O.C.E.W. GROUT DOWELS Wj 2 CLR. COVER TO ALL ; , t APPROVED CHEMICAL GROUT BARS EXCEPT AS NOTED. _ ~ - b brs STANDARD DET AIL ST ANDARD DETAIL SECTI~1 Metropolitan Sewerage District Metro NaTES: pohtan Sewerage D~strl:et Buncombe Co of u ty, North Carolina 1. CONCRETE SHALL ATTAIN A COMPRESSIVE Buncombe Count STRENGTH OF 3000 PSI WITHIN 28 DAYS, y, North Carding 2. SEE CROSSING DETAIL AND STAP f ANCHOR ~P~i~. ~H DETAILS FOR ADDITIONAL INFORMATION. C DUCTI.E iiON PPE (4" ~ 6'~ r o r APPROVED: XXXXX DMSD-24 APPROVED: XXXXX MSD-8A " ~ ~ x~ + $i~ -;S `~4 Q Q z_ Z J bO J ~ Q ~Q I~~ Initial back>~Il Q U ~ i=- ( Lightly Compacted ) o~ _ °O Maintain Trench width H~ ~Z to )2 above top of Pipe O w Z > _ ~3 Z W ~ t/1 „I ~ Q v ~ a ~ Z Pipe /nv. ~ ~ti~.t?..:•`,•:',d, CC 1 Embedment _6. ~ R s Material `0 ~ Q2.15'O1 TYP/ AL SEWER TRENCH 8" D.l. PIPE CUTS 25 FT. & LESS Initial backEll Compacted To 80% Standard Proctor - c Maintain Trench width to 12 above top of Pipe ~ ~ z H Pipe /nv. CL 1 Embedment ~ : Material - - TYP C L SEWER TRENCH " D.l. PIPE CUTS 25 FT TO 32 Fl: § NOTE: 1) D PTH3 OF T ~ PIPE SIZES GREATER THAN THOSE SHOWN ON THE TRENCH DETAILS REQUIRE o~ S ECIAL pE GN AND SUBMITTAI OF DESIGN DATA BY THE ENgNEER. a~Tr: E? 2) ABO 1RENCH DETAILS ARE FOR TRENCH INSTALLATIONS ONLY. SEWERS INSTALLED IN POSITIVE Ol.02•Ql ~N OR EGATIVE PRO,~CTING LAYING CONDITIONS REQUIRE SPECIAL DESIGN AND SUBMITTAL OF b ev DESIGN DATA BY THE ENgryEER, N O fYR1 / 1TT1 1 T1T\ 71 T'7171 1 TT D 1 AJN I)AAJJ UL 1 AIL PROJECT NUMBER s; Metropolitan Sewerage District N b of 9 Buncombe County, North Carona 00.169 8 MEET NLNABER WTAL FOR g i5 DLICTM IM WE 0r) 09 APPROVED: XXXXX DMSD-25 C-12 ~~Oi 36" WELDED WIRE 70' 14 GUAGE 2"X4" SPACING SPECIES BROADCAST aesal~cE AREA P1ANiINO DA1ES > BROADCAST RESOURCE AREA PlAN11t0 DATES ~ ~ REMARKS SPECIES ~ Aar ~ REMARKS PER10005.F' JfYAMJJASOND STEEL POST , ~ , eA~J:r OND JFMAMJJASOND ®6 O.C. ~ (Ha~oE1n1 ru.cARE) M-~ 4/ . QD 14,000 SEED PER POUND A, COMMON 1,787,000 SEED PER POUND. r Q ~ P PR ~C~YE SON.& ~ ~ SEA p QUIOK COVER. LOw GRUMAHO ~ AND SOD FORMN1a FULL SUN. _ ALONE 10 LBS 0.2 LBS C GOOD FOR A1HLE11C FWIDS z 36" LINQ GTF 180 FABRIC ~ ~ ' 144 ~ o ~ OR APPROVED EQUAL STONE PAD o ~ 24 LBS. ae t8s. 1M1H OTHER 8 LBS 0.t LBS ~ ~ ~ M JFYAMJJASOND ON D PERENNIALS J F MA M J J A S ON D W M o0 e• ' ~ U~EDEZA, ANNUAL 6 X6 TRENCH. FlLL W GRAVEL ~ N o tLA SiRIATA) p uAY ~YDDD ~ ~ ~ I PLANT 1MTH wwTER ANNUALS AFTER PLACING FABRI . ' ` ' Ata~ ~o tss, a>i tes. ~ ~ ~ SEVFRAI. YEAR,9 UNHUUFD S® PLANT MATH TAIL FESCUE uSE NAOf~KaNt EL w/ TEMP lu a2 Las. P t ~ c ~ tnXnxrES 1o us, a2 us. c KITH OTHER 6 tBS. al LBS ~'e J fMAM J J ASOND 'OND ~ JFMAMJJASOND W r ~ NOTE: ~0~~'"~o ~ 1,500 z ~ (EaAACROns axtvuA~ p MAY 1,300,000 SEED PER POUND CENTIPEDE OROUGHT ~ ~ MAY LAST fOR YEARS. MIX PARTIAL SHApE EFFEEFFECTIVE ADJACENT t ~ ~ STONE SIZE TO BE C4 wni ALONE 4 tJ3S a1 t9S. 1MiH SERICEA ~ p4~gppEg P = ~ BLOq( SOD OF~Y fLOW~ Aft Ni CONCEN1RAlED d. P ~ R-2 (1.5 TO 3.5 INCH STONE) c MIXTURES z tas. aa6 tbs. 2 JFYAMJJASOND C UNTN. FlA.IY ESTABIlSt#D ~ W ~ O N D J F M A M J J A S O N G PLANT NEAR PASTURES K NOTE: OVERLAP FABRIC AT ENDS 70' 1~tFr, ~ M-L t~,o A MINIMUM OF i8" FASaa~nAn p DQ1S I ~ PCINq. ~ CROYAdVEIECH M-L 100,000 SEID PER POUND. DENSE J ` PRDMN)E ~aau vARU v m AL01~ 40 t9S. ai L9S ~ M~UC1~1 WRAP WELDED WIRE INTO N1 MIXn1RES 10 ~ MUCH cAMPETITION N ~ p GROwBi. DROUGHT TOLERMIT AND FIRE ~ RESISTANT. USE FROM NORTH ATLANTA i SEEDED AT IMGN RA r ~T ALS 13 LBS a3 LBS ANO NORTHwARO. ~ J N GRASSES 4 ~11 C OND JFMAMJJASOND F Sd~ fiXfi TRENCH BEHIND FlLTER J F Y A u J J A s o N D FABRIC ROAD RYE ~ a~ laoo cow P MMr1E T TpB~RIiN ~ FED TARNCNACEA ~ 227,DOD SfID PER POU1~. USE ALONE ~ ~ W N 'MNIERHMDY. ~ p ONLY CN BETTER sITES. NOT FOR ~ ~f ALgiE 3 BU 3,9 l9S ~ GEQTEXIILE UNDERLINER MIN. 8" THICK 0.° ALONE 30 IBS i.i tBS ~OUGHn' SONS. NOT FOR tEAV'Y USE h PROVIDE CONTINUOUS MAINTENANCE OF SILT FENCE UNTIL THE MIRAFI 500X OR EQUAL J F Y A M J J A S O N D w OTHER ~ ~ 0 N D / 70 LBS a7 iBS Q ~ JFMAMJJASOND W © ~ PROJECT IS VEGETATED OR ACCEPTED. FABRIC SHALL BE STONE PAD R REPLACED WHEN IT HAS DETERIORATED TO AN EXTENT THAT IT ) taw 227.000 SEED PER POUND. DENSE LESPEDEIA M'{- ~ GROw~iS 18T0 NVCIES ~ ~ iatutall~i~M~ M-L 227,c REDUCES THE EFFECTIVENESS OF THE FABRIC. p NOT' ALONE 4D L9S Asa tbs. c COVER. VERY COMPEii11VE ANp IS AYBRO VA6ATk) 4 ADVANTAGES NV URBAN AREAS MI% w/ ~ NOT TO BE USED N MDCIURES, p 80 1.4 LBS P WFFPWG LOVEGRASS, COMMON SERMIA C BAINA. TALL FESCUE, OR MMITER Q JFMAMJJASONO UNSCARIFED 73 LBS f.7 LBS AN?WALS NVOCIKAIE SEED w/ EL _ t ONO J FMAMJJASOND NVOCIA.ANT. ~ IL 1 SILT FENCE DETAIL TYPE C 2 CONSTRUCTION EXIT DETAIL W z C-1 SCALE: NONE ~p_0J C-1 SCALE: NONE ~p_05 ~ o M-L REPRESENTS TO YOUNTAIN; BUIE RIDGE; AND RIDGES AND VALLEYS YLRA'S W M-L REPRESENTS TO MOUNTAIN; EILUE RIDGE; AND RIDGES AND VALLEYS MLRA'S ~ C REPRESENTS THE SOUTHERN COASTAL PLAIN; SAND HILLS; BLACK LANDS AND ATLANTIC COAST. FLAT1 P REPRESENTS THE SOUTHERN PIEDMONT MLRA. a iC COAST. FLATw00DS MLRA'S C REPRESENTS THE 50UTHERN COASTAL PLAIN; SAND HILLS; EILACK LANDS; AND ATLANTIC COAST. FLATINOODS MLRA'S ~ AGRICUITURAI LIME SHALL BE APPLIED AS INDICATED BY SOIL TEST OR AT THE RATE OF ANALYSIS OR EQUIVALENT N TYPE OF SPECIES YEAR RATE TOP DRESSING 1 TO 2 TONS PER ACRE. N-P-K RATE 1. ~ a-12-12 lsoo h,./oo. so-1oo a./oo,1/ 2/ i. Mahtmma 1o-o-io'10 looo w~./a~ - ~•1' 40o b,,/ae. ~o DISTURBED AREA 4 , ~ ~a~~. 2. cod Fl"t a-12-12 lsoo o_~o u 3 STABILIZATION TEMP .C~ ~ >K~ and S~cand o-1a1o 1000 a./~. « Maht~nmce 0-10-10 goo b,./oc. - C-1 SCALE NONE ~p-Og Ds2 ~P-os Dls TUBBED AREA a. t;ramd cowre Flnt to-io-lo 1300 ba/aa 3/ soma 10-10-10 laoo w./aa a/ - 4 STABILIZATION PERM ' Ds3 4. srm,b vr~t o-10-10 roo ac. SCALE: NONE CEP-f0 a Md.t«wx. 0-1o-10 700 tba oa 4 / / 0 a, Tyr F»t 10-10-10 Soo ro~/ac. 30 Ib./oc. a/ p'~ cover w.e.d am. ~I & warm Neon Fht a-12-12 1500 ac. 9?m~ Swaid 8-12-12 t00 Nn./ac. 0-10Q p~/ao. p/ 0 i / 100 na II Maht«wro~ 1o-to-t0 ~ h,,/,~, ~ / / 7. ~ $-12-12 1500 bt./aa 50 D1./oa q/ grauro and Smond 0-10-10 1000 b~./oo. ~M Mahtmann 0-10-10 d00 b,/aa Q 1 h MULCHIN_ G RATES: ~ J~ Q Z Z J 2 At~Y h ~ ~ Maim h 1, DRY S1RAW: 2 TONS PER ACRE. 3/ APP1Y h ~ 1tPPT~ ~ Iqh rota m• uMd. ~ T/! _ b o J or 4/ kPIY~m~anbappN~~ 2. DRY HAY: 2-1/2 TONS PER ACRE 5/ kaY to a ~ , 3. FOR HYDRAULIC SEEDING USE WOOD CELLULOSE MULCH ~ ~ B/ APd9 whe~nb~ toYu h t OR WOOD PULP FIBER AT THE RA . / Apa1r r+h yrow dqh 012 to 4 hcha. TE OF 500 POUNDS PER ACRE. ~ h dv FERTILIZER AND MULCHING • ~ ' ~ U 5 REQUIREMENTS , • ~ hry o~ ' = Dp Ds1 •r~ ~ • ~ Z ICI F-- C- 1 SCALE NONE CEP-13 ~ J z ~ ~ /-f o - ,ss~ 3• MINIMUM ~ ~ GROOVING IS CUTTING FURROWS Z _ ALONG TH W E CONTOUR OF A SLOPE. N IRREGULARIITES IN THE SOIL ~ ~j ~ Q SURFACE CATCH RAINWATER AND V ~ PROVIDE SOME COVERAGE OF `Z UME, FERIIUZER AND SEED. LL EACH LIFT OF THE FILL IS COMPACTED, BUT THE OUTER FACE OF THE SLOPE IS ALLOWED TO REMAIN LOOSE SO THAT THE ROCKS, REV~8ION8 PIPE I~Dnn ~TM ~aRAa ~ METAL POST, TYP. FABRIC W WIRE BACKING 2 X 4 FRAME FASTEN FABRIC MEDIAN d X 1.5 DIA.(d) 3d La W=3d+La d5o d„,~ TO 2 X 4 FRAME CLODS, ETC. REACH THE NATURAL ANGLE OF REPOSE" ~ 03.02.01 12" 3,0' 6.0' 9.0' 4" 6" 18" 4.5' 9.0' 13.5' 8" 12" 24" 6.0' 12.0' 18.0' 10" 15" a co 30" 7.5' 15.0' 22.5' 14" 21" I 36" 9.0' 18,0' 27.0' 16" 24" " ~ ~ ~ " " GRA 42 10.5 21.0 31.5 18 27 ~ 48" 12.0' 24.0' 36.0' 21" 32" ~ DEBRIS FROM SLOPE ABOVE BURIED IS CAUGHT BY STEPS 54" " FABRIC 13.5 27.0 40.5 24 36 STAKES TO BE 2 X 4 METAL 60" 15.0' 30, 0' 45.0' 27" 42" " i STAKE tMTH A MIN. LENGTH OF 3 -0 . - _ ~ 72" 18.0' 36.0' 54.0' 30" 45" _ ~ ~ ' ~ ' DRIVE STAKES 18" INTO GRWND AT A o ~ D ~ - ,i.~ RAfN I - • i-'~- i S u AGE , - PAD THICKN = MIN. OF 3'-0" AP L I I - ESS 1.5 X MAX. STONE DIAMETER (MIN, fi) AR „y NLET FRAME Z ' ' / O INITIAL WIDTH = 3 X d o' I / M- I Z PLACE BOTTOM 12 OF THE FABRIC INTO ~ i/- ,j / i ~ i • ~ I A TRENCH AND ACK ( T ~ " B FlLL THE TRENCH 1MTH .ii i i i ~ I AT LEAST 4 OF CRUSHED STONE OR 12 ~1 I I I i FINAL WIDTH (W) I aF COMPACTED BACKFILL. I I I I = 3 d+ La I I I I i ~i..ijii MAXIMUM FASTEN FABRIC SECURELY TO FRAME. ( ( I I PIPE ~ JOINTS MUST OVERLAP TO NEXT STAKE. i /~i~i iii O ~ DIAM = 1 I I I I , ETER d INSPECT SEDIMENT TRAP AFTER EACH I I I I / ~ ~ 2 St RAINFALL EVENT CLEAN OR I~ AND REPAIR I I I I / / j / / % ~ / ~I AS NECESSARY, DOZER TREADS CREATE ?DS CREATE i i ~ ~ i iii ii f ~ f APRON LENGTH (La) = 6 X d v v GROOVES PERPENDICULAI :RPENDICULAR i ~ /~~i ~ /~i ~i ~ i TO THE SLOPE TEMPORARY SEDIMENT TRAP PE ice/ r i E ~~~j~i~i 7 OUTLET PROTECTION g AT ALL INLET STRUCTURES pe ice" i ~ ~-1 SCALE: NONE _ ~ CEP-17 C 1 SCAM NONE t~P-t9 S //i ! ~ Vii! =~f~i 9 ~ i DATE //~i~ o~ i --r 01.0 2.01 <w iii ~ _ _ ~~~A A 1~ A A A A A A A A A A A A A A A A ~ A l i ~ i ~ ~ i~ i i, ~ ~ r+ Y ~.vvtirvvvvvvvv~./vV\/~/ c9'/ PROJECT NUMBER 00.169 cNp ~ I O% A TRACKING SHEET NUMBER w$ CP % O~ 6~ SURFACE ROUGHENING Cw13 C-~ SANE NONE Cm-14 L 1~ fU W O O p 4 4 0 W W dh o . STANDARD M w~ STANDARD MANHOLE ~ ~ 7.00' RIG AND C( RIG AND COVER ~ ~ np TOP OF BOX ELEV. 75.21 TOP 1 2 RISER SHALL BE PERFORATED = n W/ 1 2"? HOLES SPACED 8" VERTICALLY J ~ W AND 10 HORIZONTALLY ~ ~ >i OVERFLOW OPENING ~ ~ INV. EL. 73.88 10"x 60" OV ~ " 5 W V ~O 10 x 60 OVERFLOW SPILLWAY n OPENING OPENING t ~ ~ ~ `j N (TYP. ALL SI (TYP. ALL SIDES) ~ ~ ~ e W p ~ 2 ~ o DSfBNTtON 6" 6.00' 6" ~ ~ ~ N ~ WALL REINFf WALL REINFORCEMENT - ~ ~ ~ Reversal eloped ~ - ~y \ .t ~ ~ ~4m12'E. ~4 m 12 EA. WAY orifice to lowly ~ ~ W ~ " release stormwater ~ ' ~ D m II 11" DIA. OPI 11 DIA. OPENING RIP ~i 0 RAP (It ~ ~ O 0.66 S.F. W 0 P >r >RAIZIP DRAW DOWN o 0.66 S.F. m INV. = 70.0 INV. = 70.0 OUTLET PIPE 4 ~ R E"' A POND DESIGNED TO CATCH SEDIMENT ~ .22 DIA. OF ~ w ~ INV. = 67.0 .22' DIA. OPENING NOTES: ~ INV. = 67.0 a ~ d _ ~ cd -STORAGE = 67 YD/AC DRAINAGE AREA W z 24 Dil 24" DIA. OUTFLOW PIPE -MAX. DAM HT. IS 10 FEET; MIN 6 FEET ~ 0 t- RETENTION POND -SLIDE SLOPE 2:1 ~A -CLEAN OUT RE UIRED WHEN STORAGE CAPAC?TY W FINISH GRADE Q E>C ELEV. 2061.00 REDUCED TO 27 YD%ACRE OR SEDIMENT f3. LEVEL IS WITHIN 1 FOOT OF PRINCIPAL SPILLWAY. p -FREEBOARD = 1 F00T m lV - Sd3 12.00' BASE BASE RENFORCEMENT i~ ~ /4 0 12" EA. WAY 2 SEDIMENT BASIN 1 OUTLET CONTROL BOX 1 BOX ~ (;-14 SCALE: NONE CEP-04 C-14 Sch~.E: NONE ,r• :a ~~a.t ~ , ,Y ~ / r s _ , , .,e m V m~P t0 ~N x a O d ~a Q Q Z Z J m0 W-I ~a ~ ~v ~ Q o= U ~ o~ 2 A~ MZ tY O w Z ~ J W ~ ~ Z 3 AT 120' - 3/8" STUD WITH NUT AAp ~ ~ ~ - AND 2 O.D. WASHER " FREEBOARD ROk ~-I~i © Q 6 DEPTH _ - - - - tMA - ~Ly ~ OF FLOW Q o REMOVAE3LE TOP - 10 GA. EXPANDED METAL 0 A 2 u. d I ~ ~r ~ 3 ®120' 5/8"0 RODS 2 NORMAL ~ c ~I - T R AN U u (SUPPORTS) USE 5 SUPPOR ODS D S AND t~E'it~IQN8 I JAM NUTS FOR DIAMETERS 54" & LARGER IRGER b 3 0 120' - 1/2" NUT, WELD TO C.S. PIPE 1/2' JAM NUT, 1/2' E30LT d =DEPTH OF FLOW, FEET b =BOTTOM WIDTH OF CHANNEL, FEET A =CHANNEL CAPACITY SQ. FT. INCLUDING AREA BELOW > > TYPICAL TRASH RACK " EMERGENCY SPILLWAY 0.5' FREEBOARD AND EXCLUDING ANY AREA LESS THAN 42 0 CMP RISER CREST CREST 0.5' DEPTH OF FLOW EMERGENCY OVERFLOW W/ z =SIDE SLOPE OF CHANNEL (HORIZONTAL TO VERTICAL) TRASH RACK & ANT1-VORTEX BAFFLE ~ 2 2.5:1 OR FLATTER 1 PERFORATIONS ~0 e° o 0 0 0~ ANTI SEEP COLLAR 8 HORIZONAL & 1 VERTICAL ,;og oo eQ~ ~OLL4R DIVERSION ®STANDPIPE vovaa o00 CHANNEL d b A z NO. (ft.) (ft.) (sq. ft,) - ao°a°',°o PRENCIPAL SPILLWA Y PIPE PIPE dl 1 3.0 6.0 45 3: i 1N 2 2.1 6.0 26 3:1 CUT-OFF TE CUT-OFF TRENCH ~i STONE FlLTEA CONE 2' DEEP MID 2' DEEP MIN. TO COVER PERFORATIONS 7,000 Ib. ANTIFLOTATION PAD LOTAl10N PAD ~ STABILIZED OUTLET TEMPORARY DIVERSION TEMPORARY SEDIMENT 4 CHANNEL DETAIL 3 BASIN RISER 4 SCALE: NONE CEP-20 C-14 scAl~: NONE c~P-~s ~12 DATE 9 ~1•~~•01 o~ ~o een ~n* ~n u~eee 4 p) rnv%v-v i nvmvV-n 8 00- 169 N~ O% SHEET NUMBER 8p~p Np C L L ~ tr C¦ ~U _ ~ 1~ W O 50 O O O ~ a ~ r ~ - o N~`~ MULCH TO DEPTH SPECIFIED Oa ~ 0 4" MOUND AROUND PLANT 1 1 m u, i ~ W ~ N m D ~ Q 10 TO FORM SAUCER ~,A ~ ~ _ ~ 0 4 \ a a m ~ - m r 0 ~ ~ SOIL MIX AS SPECIFIED LONG SHOALS RD F. ~ S~ -CREEK SD ~ ''L = ~ r ~ a m rn d W ~ SCARIFY BOTTOM AND SIDES OF PLANTING PIT ~ 4 ~ x ~ ~ ~ ~ ~ 0 ~ D A N W ~~~F IMPACT GUARDRAIL, TYP. Z SITE TYP. ~ J N DETAIL NOTES: ~ ~ ~ ~ W C 1. PLANT SO THAT TOP OF ROOTBALL # ~ IS FLUSH WITH FINISHED GRADE. z Fo 60 4 - m 2. PLACE MULCH AND WATER WETLAND y r~ ~ N vJ ~ THOROUGHLY IMMEDIATELY AFTER S ~ PLANTwc. 15 TRANSVERSE JOIN VICINITY MAP ~ W 62 ~ 9D 3. PLANTING PIT SHALL BE TWICE THE DIAMETER OF THE ROOTBALL OR ZO' LONGITUDINAL JOINT IMPACT GU NOT TO SCALE ~ ° ( ) a~ CONTAINER. PIT DEPTH SHALL BE A MINIMUM 6" DEEPER THAN ROOTBALL CONC. SLAB ON SCREE - WOODEN ~ ~ ~ ~ 4 ~ ~ OR CONTAINER. SHRUB PLANTING DETAIL ~ 101o w.w.F o 4. REMOVE TOP 1/3 OF BURLAP FROM BALLED AND BURLAPPED SHRUBS. NOT TO SCALE BASE 40 - w m 1 O c ~1TE MESH W LOVEGRASS ON ALL 21 SLOPES ,3 - - - ° o _ _ , 5 - - ss 1 ¢ a FIRE HYDRANT " - - - W z - o W G.V.LV.B. ~ ~ +67.2 -TRASH + ~ IPF + 67.2 W 6 .0 TRASH GRASSED AREA + ACTOR 'OR 67.0+ GATE a CONCRETE CURB ~ 0 m 4" LAYER OF TOPSOIL AND GUTTER *~a TRANSFORMER + SUBSOIL a c~ ASPHALT PAVING 68 68.0 •T• 68.0 "r~ u~ I _ _ 68.0 68 68.0 56'25 3 + .{•'y S8. FIRE HYDRANT ~ 97 W/ G.V.LV.B. ~ 4" MULCH (SEE. SPECS.) t CONCRETE CURB 4" LAYER OF TOPSOIL AND GUTTER BOLLARDS ~~ry~ PLANTING PLAN NOTES: ~ LWV .j' SUBSOIL ~ ~ 1. THE LANDSCAPE CONTRACTOR IS RESPONS6L.E FOR OBTAMlG A COPY OF Bou r ASPHALT PAVING ~ ` ~ BOLLARDS THE PROJECT 8PEC~iCATlON3. THE PROJECT SPEC~ICATIOMS ARE A PART OF I P A1L THEE PLANS AND SHALL ~ CONIBULTED BY THE CONTRACTOR. THE t~NTR1tCTOR ~ ,1~ I . ~ 17 f~ i ~ IS RESPONSBLE FOR iiPLEM~ITNG WORK AS SPECFED ON THE PLANS AND N r ' ~ , ~y8° •'i i THE PROJECT SPECffiCATDt~. •:5.; 2 LANDSCAPE CONTRACTOR SHALL VERFY ALL W~IISIO!!8, ELEVATIONS, UTUTY iOCATgNS, AND PLANT QUANTtTES PRIOR 70 BKift~i0 YMORK. t~lFTFUICiOR ' ~ ~ ~ SNULLL NOTFY THE U1~CAPE ARpiTTECT OF ANY DANCTES PRIOR TO END WALL AND Ii~PACT GU RDRAIL - 0 BEGI~10 OR CONTi~AltYG WORK. 4 nn{ {yam} EXTEND WOODEN SCREEN CE T DETAIL NOTE: I~~LLN ~F~ V,j AI S 9. TtIE1E SHALL 8E NO ADDTTIDbS, SE~STITUTDNS, OR DELETIONS TO TfBS PLAN 1lNTEtOtfT PRIOR APPROVAL OF THE LAND6C1tPE ARCFNTECT. GRASS SHALL BE INSTALLED FLUSH - WITH TOP OF ADJACENT CURB OR AT Mastcksts Of~~d MO ULAR WA ~ ALL CONSTRUCTION SHAt.L COFFOR1i TO CTTY, STATE, CAtINTI'Y, FEDERAL d ~P SIDEWALK. NAT TO SCALE ^ 15 ~ PLAN ~ SCHEfIATIC AND DUE W THE NATtlI~ OF CONSTFUICTpN ~ R~STALL JUTE 71.25 3lDtfT FIELD IAE)D~ICATlON6 YAY f~ NEC~SSIIR1f TO MPLEl~NIT THIS PLAk ~ m 6. Atil ~ IIEEIS AND N!ULt~D ARl:J?S TO REC~1fE P!~&7'RAw rtlJ?L ~ FIRE HYt}RANT ~ ~ ra ~oPE.s AS STORAGE ANKS aNT ~ p~ °NO PARK~lG -FIRE LANE WARP ASPHALT RElNF~7RCEt} t TO 8E PLACED AT THE DEPTH SP6gFIF.tI. ~ x is ;P ASPHALT FLUSH NTH CONCRETE WALL T ALL. TTIe~ NDT LOt~tTED WTTNTSI SHRLTd ~ SNNILI RE~IVf Mupl TO THE ~ ~ aDrn >a• 00.. SEGPfS TO ~ I~At}UNTED ~ S~WALK FOR E~{ O ON BLDG: 50 O-C. OF STORE 1:12 ill WALK FOR ENTIf~ LENGTH D!~'iH SPECFffi TI{ A r RADAJS AROUID THE CENTER OF THE TRUNK. ~ o THIS AREA 4NLY ~ d~ r rn iTORE (1:12 NAX SLOPE) TO ENO -252 LF ~ Se"E PUtl~tT SCHEi1tiE FoR Pt.AI~ gATER4VL 3PACINf~, VAREn, AiD Z Do I tl 11 ~ z .2 71. 71.8 ' 324' acl~Im. 72.0 72.0 9: ALL 61FFEtiB AND TRET2 SA1~ AREAS ARE TO BE CLEARLY WRH i + f ~ + + R.AOtiNB AND OR FENCN6 PRIOR TO OOIM~BK~MENT OF ANY LAID LI6TiJEBANCE u' a 4 ~ ~ ~ PHARMACY + r a a Q j r ~ 3" WIDE FABRIC WEBBING WITH (3) 2"x2"x8' HARDWOOD STAKE. l .D (Fl _TM ~ I• • a 1B. TREE3 TO BE A MM~iNIUM OF ~ TN N~BFfT AT TALE OF PLANfNfi. Z ~ Q J ti. ALL SLOPES EQUIV. TO 2108 STEEPER SHALL HAVE JUTE i~BH NSTALLED. ~ Z ~ METAL GROMMETS OR REINFORCED DRIVE AT ANGLE TO DEPTH OF 1 p F' S4 _ Ir, ~ ' RUBBER HO 4 AND DRAW TO VERTICAL. i ~ 2. HANL~..:,~ SIGN, TYP. SE w ~ ~ _ TNSTALL JUTE AtESFI ON GRADED DRANAGE SWALES. ~T~ J ~ ~ MULCH TO DEPTH SPECIFIED. N ~ _ , o', _ ~S1U DOUBLE STRAND #12 GAUGE i T-rye - _ NSTALL GRASS SEED OR PLANT MATERIAL. WRH JUTE MESH. M+rt y Q _ .~SiOP ~ ° ~ ~ TWISTED, GALVANIZED WIRE. N ~ m ~ ry~ ~,SIU I ~T~p ~YJIVf ~ M~ ~SiOP Q ° a= FORM 4" EARTH SAUCER .~S1U TREE WRAP AS SPECIFIED. AROUND TREE. ~ O o ~ .722 PLANTING MIX AS SPECIFIED. X ~ ~O ~I A ~ 7 ~S 71. , o w 0 8 S~° H ~ ~ Z f REMOVE TOP 1/3 OF BURLAP + Q ~ ~ MIN. 6" BETWEEN ROOTBALL AND W ~ W m J SCARIFY TOP AND SIDES OF STAKES. ~ D: 72.Z,, (7 ZO Z ~ 52 w z m J Q D X18 PLANTING PIT. O z MIN. 8" MOUND OF SOIL MIX TAMPED Y (9 • ° • p w > ~w FIRM TO PREVENT SETTLING OF ~ 0 Z ~ 'D z ~ z pW TREE. H p ~ ' -C i~ ~ Q H Iz - Q Z A - WOODE SCREE FE C o W ~ ° 9 + W T/2 Q DETAIL NOTES: Z ~ 1. PLANT TREE WITH 1.5-2° OF W ~ 7 • N N ~ 2 W15~ W15~ W15~ dOIS 2 a°c o ROOTBALL ABOVE FlNISHEO GRADE - ~F- 2. SET STAKES WITHIN MULCH BED Q 3 f- a u. OF TREE. p 3. PLACE STAKES AT EQUAL 72 F- o DISTANCES AROUND TREE. TREE PLANTING DETAIL Pna, . a ~ _ CL ~ , DRAINa~ END WALL -EXTEND WOODEN SCREEN FENCE TO R/W rFloROUCHLY aF~ER P~ANTNC TREE TREES 2" CALIPER AND LESS 45 E T N PP ~ Y - - _ _ - N W F TPRlN 4.o E 00 T 5. PLANTING PIT 5HALL BE TWICE NOT TO SCALE ~ Y""' , 2' THE DIAMETER OF THE ROOTBALL. + 10-30-01 -4 ~ N2638'S8'E R;,,.;.:<.,. 11.87 PERMANENT ORaNA(~ I L PERMANENT DRAWAGE EASEMENT EASEMENT 3" WIDE FABRIC WEBBING WITH METAL GROMMETS OR REINFORCED _.lr'` Z RUBBER HOSE. 2"x2"x8' HARDWOOD STAKE O A DRIVE AT ANGLE TO DEPTH DOUBLE STRAND #12 GAUGE OF 4' TWISTED, GALVANIZED WIRE. MULCH TO DEPTH SPECIFIED. ~ TBM 1-FIRE HYDRANT THE SCALE: 1 " = 50' FORM 4" EARTH SAUCER ~ T ELEV.=2173.46 AROUND TREE. FORES . 1 U PLANTING MIX AS SPECIFIED. REMOVE TOP 1/3 OF BURLAP U~ SCARIFY TOP AND SIDES OF PLANTING PIT. MIN. 8" MOUND OF SOIL MIX TAMPED PLANT SCHEDULE W TREE TO PREVENT SETTLING OF CODE BOTANICAL NAME COMMON NAME UANTIT Q QUANTITY HEIGHT SIZE SPACING REMARKS s= LANDSCAPE CONTRACTOR TO VERIFY ACTUAL PLANT COUNT. PRIOR TO BIDDING AND INSTALLATION F DETAIL NOTES: TREES 1. PLANT TREE WITH 1.5-2" OF CL CUPESSOCYPARIS LEYLANDI LEYLAND CYPRESS 245 w 245 5'-8' CAL 8' O.C. B&B, Fuil to ound ~ ROOTBALL ABOVE FINISHED GRADE. 2. SET STAKES WITHIN MULCH BED LAG LAGERSTROEMIA INDICA 'NATCHEZ' NATCHEZ CRAPE MYRTLE 9 I 9 6'-8' 15 GAL SHOWN BbB, MS ~ OF TREE. 3. PLACE MULCH AND WATER TREE 3 THGROUGHLY AFTER PLANTING. TREE PLANTING DETAIL SHRUBS DATE m 4. PLANTING PIT SHALL BE TWICE Q NDF NANDINA DOMESTICA 'FREPOWER' FIREPOWER DWARF NANDINA 60 THE DIAMETER OF THE ROOTBALL. CONIFEROUS TREE so X 1 GAL ,a' o.c. coN, FwF 0 1 • 0 2 • 0 1 JHW JUNIPERUS HORIZONTALIS 'WILTONI' E ~ NOT TO SCALE BLUE RUG d1NiPER 198 198 ,2" WID. 3 GAL 36' O.C. CON FWF ~ ~ IVN ILEX VOMITORIA 'NANA' DWARF YAUPON Halt 101 M~ M m PLO PRUNUS LAUROCERASUS 'OTTO LUYKEN' OTTO LUYKEN LAUREL 12 101 2' X 2' 3 GAL 30' O.C. CON FWF PROJECT NUMBER ,2 2' X 2' 3 GAL 30' D.C, CON, E'WF 0 00 0 LMV URIOPE MUSCARI 'VARIEGATA' VARIEGATED URIOPE 37 37 6 X 6 a CONT. 12 O.C. CON, FWF 0 0. 1 6 9 0 00 N i LAWN CYNODON DACTYLON COMMON BERMUDA GRASS SHEET NUMB M MULCH PINE STRAW a3 oa 00 >.Q V % N p A¦ U ~ C U d / 3w f POST W O O O ~ POST ~ M D POSSIBLE GAP ti ~ ` ~ a~ ~ 14 ~ BETWEEN SUBJECT 1,y; / 0 PROPERTY AND CP&L ~ _ 2~~ ~ (n - 2 ~ ~ ~ ~ PB 34, PG 141 ; ~ ~ ~ ~ ~ o ~ C.~ ~ ~ ~ ~ 26 ~ t' ~ / / w ~ n ~a \ / k JH E T DRAIN ETENTif?N PQNI} r`• Q c ~~~i 65 , ~+s~. 34 pi A - H ' Olg Jr N 847372409' p8~ry, ~ 2 0 ~ ~ E 943214.418' \ (NAO1927) / ~ ~ ~ \ ` ~ am CONGREiE M LOCUST. ` ' HUB FOUND ` ~ 0 ~ IPF DETE tig a ~ x ~o ~ 'w iPS PosT 80 1 ~ ..J 0 ~ v n (TIE} - - cPa~L PROPERT( \ Q a z w o ~ t t o m ~ ~ ~ y ~ NN N ~ I ~ y ~ BURTON \ w f-- . ~ c °D M 1460 556 \ \ / 90 ; : ; . o ~ I Q W o ° a 00 1 e PERMANENT DRAINAGE - ~ t W m 0 c 0 0 EASEMENT ~ a W z 10 pr/ o t ~ w a 20 0 m 1 ~r c~ LO 6 ~ 30 30 JH 52 t 3~. 4 alt` Z 1 a ~ ~ 4 L 1 _ - : m 40 r t ~y . ~ . / f° > e ~ { 4 - ~°i 4 S 1C to V p O.~ ~ ~ ^O Np 1PVN o O=a ~ ~O G>b o ~ K4 • ~ ``1 Q Q Z Z ~ b rT' J ~ ~ ~ 50 p ~1.{ Q a ~ ~ Q ~ M~ N p ~ ~ ~ N O Oz rn ~ ~ Z ~ H ~ m N 2 A ~ w JH uDi I m ° ~ ~ ~ 0 ~ -i - ~ W Z J VN ~ f+l ~ - A W 6 ~ OFF n z ~ _ Q w ~ cn R TD LONG SEiOALS R ~ ~ Q n p ~ ~ CREEK SD ~ ~ V1 Q r EA EM NT m ~ ~ ~ a a D Z =p ~ IMPACT GUARDRAIL TYP. s~TE AIL, TYP. m REVISbNS ~ Ffi . ~ y \ . ~ s NEW FOOTPRINT o t 7o-3o-a1 WETLANDS 14 ~/n ~ r; , ~ ~ _ 15 TRANSVERSE JCNN VICINITY MAP 62 20' LONGITUDINAL JCdNT {NOT TO SCALE) IMPACT GU ~U WOODEN 7' CONC. SLAB ON SCREE - ~PF 10/10 W.W.F 0 - 64 BASE 4 JUTE W LOVEGRASS E ~ ON All 21 SLOPES ~ - - - - 66 ~ PERMANENT DRAINAGE g ;20' _ _ _ ~ _ _ ~ . 0. FIRE HYDRANT EASEMENT ~ ~ ~ - - ~ - ~ w/ G.v.l.v.6. +67.2 - ASH i + IPF 67.2 i 6 .0 TRASH + ~I+IPACTOR ACTOR 67.0+ GATE 1 ti°, TRANSFORMER + -gk 7 68.0 68.0 68 T 68.0 68.0 68 r~ Vl 5 ~ 8.97 FIRE HYDRANT JH .ry W/ G.V.I.V.B. 21 w J BOLLARDS LOW F 3 F I' IPF ND B GAS BOLLARDS W 8 - I P G AIL m F.F. F,1,F.V._ 2172.(1 PYLON . , ~ ~.nn n _ f ivN ~3 DATE y~ ~m 19 . 01.02.01 J 2 _ o° PLO / o PROJECT NUMBER z -Ir Mm V 00.169 Oi O OQ SCALE: 1 " = 50' 00 N j SHEET NUMBER ~9 - - - - 50 50 0 50 100 150 FEET. vo o 0 u ID I F TQ OJ V / A¦ N ~ ua C U v / 3w