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Home My WebLink About20001449 Ver 1_Site Plan_20060110 G~ 10' 10' 10' 10' - - - I --I PROPERTY ~ ~ LINE , I I i ~ ~ Imo' lil„~ =1 I II ~ I 1-i 11-1 j -i N O N -II i • -II ill I 00 N 18" X 18" X 5-3/4' CANC. , H 4 PVC PLUG CaLLAR (W/6 ~ QLE) WATER LINE (RECESSED CAP) CPAINT WITH LATEX PAINT) n o z FINISHE GRAD ~~--SEWER LINE WATER LINE WATER LINE- t+R N 0 C4 CURB d L rn / ~ ? ~ 10' 10' VR E PAVEMENT ° ° . q• q • / / . Dl DIP or CIP o b CENTER ONE JOINT R SEWER LINE u U ING AT CROSSING SEWER LINE WATER MAIN STAMDA D SEWER LINE nF PIP JOINTS cn Ln o . 'p ~q . ' • ' • • 6x6 WELDED WATER LINE 10' 10' EM.y 47 ' ' ~ • ~ - . WIRE REINFORCED DIP or CIP °a SPECIFICATIONS) (SEE TAP PLAN VIEW FOR WATER LINE UNDER SEWER LINE PLAN VIEW FOR WATER LINE AVER SEWER LINE W/LESS THAN 18' CLEARENCE a= LESS THAN 18' BOTH WATER AND SEWER LINE CENTER ONE JOINT SHALL BE WATER MAIN STANDARDS CJOINT) OF PIPE AT CRaSSING FERROUS METAL PIPE (DIP), FOR 10' EACH SIDE OF CROSSING zoo rrn ADDLE 4' PVC-DWV- • TAPPINGS ASTM 2665-68 TEE N • ' WATER AND SEWER LINE SHALL BE pR SCH-40 (TYPE i) (SQLVENT CEMENTED JQINTS2'-•• <JgINTS) FERROUS METAL PIPE (DIf INS SHALL BE WATER MAIN STANDARD a= AVER i8' REGULAR MATERIAL STANDARDS SHALL APPLY :TAL PIPE (DIP), FOR 10' EACH SIDE aF NOTES SEE STANDARD SPECDIFICATIDNS SECTIDN 2.12 WYE WITH 1/8 HnR. END 1/8 BEND ~ • CRQSSING. ®NE JQINT QF WATER i" DR PLUG UNTIL HaUSE ' AT THE PAINT QF CRQSSING. T flF WATER MAIN PIPE SHALL BE CENTERED N T.S. OSSING. 4 CI SGIL PIPE SERVICE CQNNECTIQN . • IS MADE 5I TWO LAYERS flF FELT WITH GRAPHITE GREASE REQUIRED $ETWEEN PIPE AND as ~ PIER, ' fERNCCI DUNUT REQUIRED • •IS'' ' • • • A .D. • W/USE iIF TEES &SCH. 4o Pvc BARREL QF PIPE Tfl 2' .D~ i6' MAX, HT. CORPORATE . EXISTING 45' REST UN UNDISTURBED SAIL 1 _9. 14` MAX, HT. NOTES A N CQMBINATIQN LANG • M I • • SEWER SADDLE TURN PATTERN BY 1'-~6' PILES ARE FOR USE ON ALL 12' MAX HT. PIERS WHERE A SOLID NATURAL s +ltittl 1 rr/ • AND 1/8 BEND .D• 8 'Il• 8' 1._3~ ~ FanTING CAN NOT BE REACHED TWO LAYERS OF FELT WITH 10' MAX, HT. C TY MAINTENANCE PROPERTY OWNER`S N~TE~ I GRAPHITE GREASE REQUIRED 1' BETWEEN PIPE AND I'IE 8` MAX. HT. WHEN A SADDLE IS USED, THE RESPQNSiBILITY RESP~NSiBILITY HALE SHALL BE INSTALLED BY CARING. NOTES IN NO CASE SHALL NOTE; THIS DIMENSION BE LESS THAT (D+4) PILES TO BE DRIVEN Tfl A BEARING OF 15,000 LHS. AS FIGURED BE THE NGTE~ ~ A m SEE STD. SPEC. SECTIi)N 13,20 FQR SLIP BY THE FULL LENGTH QF THE SERVICE DITCH SHALL - FOLLOWING FORMULA: #4@i2' ac. ~ A HUB ADAPTER f ClR PVC SEWER MAINS, a Q BE COMPACTED IN 6 LAYERS WITH MECHANICAL TAMP, 1/2 OF A GRINNELL 112' X 2' SOCKET CLAMP P= WH T CLEANUUT LQCATIUN UNTIL ~ GUARD STAKE REQUIRED A 600 OR ~ ~ S+0.7 FOR GRAVITY #4 @ 1~ 5 HAMMERS MYERS PIPE STRAP FOR OTHER TYPES E - LANDSCAPING IS CdMPLETED #6@6 O.C. CHOT DIP GALVANIZE OR ~ ~ SEE CITY ENGINES 'PES - 11"64 INEEP COAL TAR 'OD` COATED) P=BEARING IN POUNDS W=WIEGHT tIN POUNDS) OF STRIKING PARTS aF HAMMER 'RIKING !N. ,.•ttfl gg H=HEIGHT OF FALL iN FEET 6° 3000 PSI CONC, S=AVERAGE PENETRATION PER BLOW 6' ~ 5/8' BOLT ~ FOR LAST 5 TO 10 BLaWS BLOW N T.S. ~a Q 0 ¢ w Q 3• 2• 3' MIN. z N #6 @ 6 d.C, ~ f q ~ I~ 1J PRECAST MANHOLE, SEE STANDARD DETAIL 71B-4, 5J ® IPS THREAD RED BRASS PIPE AND FITTINGS. ~ a d ~ Q 2J ® AIR RELEASE VALVE W/ VACUUM CHECK UNIT. 6.) TRASH HQQD. ~ Z ~ ~ z ~ ~ FOOTING TO SOLID 0 0 ~ 3.) © GATE VALVE. 7.) PIPE CAP. FOUNDATION L? ' 4' MIN, MIN. 4. a CQRPQRATIQN STQP Ci.e. MUELLER H-10045), 8J GRt1UT, 1/8' Y-0' MIN° MIN, SLQPE TD DRAIN 8'~ D}6 8.qy ~ ~ ` TYP. flN ALL D + 6 6' 6' s1nEs ?N ALL ES 5' DIAMETER MANH[ILE W/2' A,R.V• PILES ARE FOR USE ON ALL PIERS WHERE A SOLID NATURAL ~ ® =1 FC1R 12' WATER LINE AND SMALLER. 4' DIAMETER MANNgLE W/1' A,R.V. CREQSQTED FOOTING CAN NOT BE REACHED. 4 ;REOSOTED FOR ROCK CONSTRUCTION FOOTING 6'd #ta @ 6' Q.C. ~ ~ ~ a =Z' ALL WATER LINES LARGER THAN 12° WnQD PILES b OOD PILES SHALL BE EXCAVATED THEN DRILL ON A ANGLE a 4 2' DIAMETER HOLES IN TO THE ROCK ' z FRONT ~/IE1 A MINIMUM aF 18` DEEP, GROUT 4 ~ i' DIAMETER ~ ~ p ~ p NOTE.• , ANT VIEW (MINA-No,B) KEBABS WITH 'GILCfl EXPANSIDN ~ ~ ~ GRt1UT' aR APPROVED EQUAL, AS INSTRUCTED o 4 i ~ t ~ A•R.V. shall be Mode! p-10 • ' : • svifh vacuum check be Cris in ~ • 3 P BY THE FIELD ENGINEER ' or approved equal. v 5 , CQNC. ENCASEMENT FOR SANITARY SEWER (N,T.S,) 1 , 8~ FOOTING TO ` ~ 4 o~ 2' A.R.V. shall be Mode! P-20 $ ° 4 SOLID FOUNDATION with vacuum check b Cris in E r al. Y P G~I4 R. or app oved equ 4 PJ:I:S. SIDE VIEW 0 5 E > , 52 R SS -WATER MAIN 4 PEE G1,P o MANHOLE RING & COVER ~ ~ 12 d VENT ELEV. v ~ T,~. a_ 2' ABQVE 100 YR • ~ CQNC• BOTTOM NOTES: i ~ POUR iN PLACE ~ $ DUCTILE IRAN WELD FLOOD ELEV. Q <SEE STD. M.H. DETAIL) ~ o w 3 COURSES OF 1. MANHOLE TO CONFORM WITH ASTM C478 24" EXCEPT AS MODIFIED BELOW. BRICK MAX. 2. MANHOLE BASE SHALL BE 3600 P.S.I. CONCRETE 7" MIN. a 1•s 4 4 4 Q 4 4~ RIM ELEV. o' v• v• A o• 'IM ELEV. PLACED ON UNDISTURBED EARTH AND MAY BE PLACED AGAINST SHAPED BANKS IN LIEU OF 7 ~ / I \ ~ ~ ~ 4 ~ 4 ~ 4 ~ ~ 4 ~ 4 i SOLID CITY STl \ 4. 4. o ~ ~aLID CITY STD. FRAME & COVER R I FORCING TO BA A MINIMUM OF ~ 467 COARSE AGGREGATE - fi' DEEP FORMS. WALL E N • ~t V o ° ~ I i ~ CNO HIILES) ~0 00000 ~o 0 0 / ELD ~ i ~ ~I ~i NO HOLES) 0.32 S . IN. PER LINEAR FOOT. EITHER TONGUE x ~'p z EXTEND 25 EACH SIDE OF BANKS. Q a 2 ~ AND GROOVE OF JOINTS SHALL HAVE REINFORCING ~ F J s \ o a 6' DIA. DRAIN o I I~i~l~ir o 24' DIA EQUAL (N AREA TO MINIMUM OF WALL SECTION. io ~ \ o / \ 0 `'~----12` CCIMPACTED #67 STQNE-.~ o o 3. ALL JOINTS SHALL CONFORM WITH ASTM C443-63 ~ N I 1 ~ I 1, ~I + II~IE~I 4. STEPS TO BE PLASTIC. I iE~I~Ip IETIE~IE d~ o0 0 0 0000 00 5 DIA SEAMLESS \ oca 0 438 Q3 0 0 0 0/ 1 ASPHALTIC SEALER ~ / STEEL PIPE r~ ~ . ALL PIPE OPENINGS TO BE NO GREATER THAN I I I I I I~II~IIgi~li~~~, 5 i ~ f 3" LARGER THAN O.D. OF PIPE AND ADDITION- ,101NT-- ' '~'~il I I ~ i,~ip"-"' W FOR CUSHIUN ~ ~ ~ ~ ~ ~ ~ ~ ASSEMBLY ALLY REINFORCED Wil}I A MINIMUM OF 0.20 `~itHl 1 I V J °,z UNDISTURBED SOIL C3 ~ SQ. IN. OF STEEL AT 90 DEGREES. PIPE TO MANHOLE STEP ~I~E~I 1 I~ w w ~ BE CENTERED IN OPENINGS. _ ~ i~ 6. ALL SURFACES SHALL BE SMOOTH EVEN TEXTURED ~ ¢ I~iE~I I~il• STANDARD ®s c: uj WI A MINIMUM OF HONEYCOMB FINS AND > hl~l I Ir FILL WITH STANDARD ~ ~ STRAIGHT WALL OF M.H. ~~IE~I 11=11 ~r RIP RAP ROCK OTHER INPERFECTIONS TO BE tOCATEO OVER ~I I ~IE~ ' ROCKr 7. LJFi1NG HOLES SHALL BE PLUGGED FROM OUTSIDE INFLUENT PIPE i I i ~ f II I PIPE SIZED TO CARRY NOF PRIOR TO BACKFILLING ~ TO CARRY NORMAL FLOW N.Z.S. z e . ~ .v 'v 8. INVERTS IN 5' DIAMETER MANHOLES TO BE 3600 PSI w N I I~IE~I~ WHEN FLOWING HALF F!,' ~ w DUCTILE IRON, CMP, OR F LOWING HALF FULL USE RON, CMP, OR RCP ONLY. N . o.•.• cj• READY MIX CONCRETE IN LIEU OF BRICK 4 -0 OR 5 O ~ a , , ' 0 O R > 25' SEE SEWER PLAN ANT} f 9. STEPS IN 5 DIAMETER MANHOLES T BE VE DER PLAN AND PROFILES co t 1 , 14, WIDEST SHELF. A A ,n hi i l1hCnAtC~V A!(1GThL~ cunt ~ n~ O!1{~T1 6NE1 r'-~ C) n I m"w iu. nL-L. mnwi•m+ ,r+v+,+ro, VI1 ~L4 u+ +vn,~n+•v CEMENT 1 : 3 MIX. LIVE STAKING OF SILKY DOGWOOD 11. CARE MUST BE TAKEN TO FORM A SMOOTH 5" MIN. _ Q ~CO~N~T~ONUA/) FINISHED TROUGH FROM ENTRANCE PIPES TO ? EXIT PIPE, AND IN CURVED MANHOLES THE • SEE STD. MH DETAILS TROUGH MUST BE A SMOOTH CIRCULAR ARC N TANGENT TO THE INSIDE WALLS OF THE PIPES = AT THEIR ENDS. N TOP OF BANK 12• RAMSET MASONRY TIES EVERY 12 INCHES. ' . f..' ' • : RIP-RAP 13. JOINTS TO BE THOROUGHLY SEALED WITH - RIP-RAP ^ r SEALANT TAR PUTTY TO PREVENT INFILTRATION. u i~ ? 2 MIN LLl 1. MANHOLE FRAME AND COVER AND VENT INSTALLATID SEALED WITH BUTYL RUBBER AND NON-SHRINK GROUT TO BE ONCRETE COLLAR ~TALLATIQN ' ' INK GROUT, 4 (TYPICAL) z Cs£OTEXTILE FABRIC 2, ALL VENT ?UTLETS ARE TO BE POINTED DOWNSTREA ELEV AS NORTH AMERICAN GREEN 3. STEEL VENT PIPE SHALL BE 5' I.D. 0 SCHEDULE 40 PLACE ON UNDISTURBED EARTH OR COMPACTED FILL MATERIAL SURFACE FLOW DIVERSION OWNSTREAM . Q ULE 40 ED U Z SHOWN ON SC159 BN. OR EQUAL (14.62 LB./FTJ AS SPECIFIED IN ASTM A-139 DR LA o • r SLOPE TOP OF ° 39 OR LATEST CONCRETE BASE 5 MAX. PROFILE 4 REVISION TOWARD TROUGH SECTION OF PRECAST MANHOLE BANK HEIGHT cL uL OO + 4. INSIDE ?F VENT PIPE SHALL HAVE A 3/32 INCH CO LINING ACCORDING TO AWWA 203 ?R LATEST REVIS NORMAL S. OUTSIDE OF VENT PIPE SHALL BE SAND BLASTED T WATER. ,J O et` COMMERCIAL STANDARDS AND HAVE ?NE COAT OF ZII INCH COAL TAR ORIGINAL STREAMBANK ~ d,a a ST REVISION H -ASTER TO STREAM CHANNEL af w c~. ]AT OF ZINC CONCRETE COLLAR STONE APPROAC STONE APPROACH SECTION 0 LEVEL J CHROMATE PRIMER APPLIED ACCORDING TO FEDERAL 5:1 MAX. SLOPE FEDERAL 5:1 MAX. SLOPE ON ROAD L!J JJ SPECIFICATIONS TT-86A ?R LATEST REVISION, THE GEOTDLTA.E FABRIC VENT PIPE SHALL HAVE TWO EVENLY APPLIED CAA LION, THEN THE . , • . • STONE OVER FILTER CLOTH :'LIED COATS OF 4. FILTER CLOTH - ~ d, d . TN Z t2! ~1A1RAF17Q0X OR. EQUAL RUST INHIBITING ENAMEL PAINT, EITHER KOPPERS G ~O NO, 501 ENAMEL (LIVE GREEN), SOUTHERN GATING RUSTALOY NO, 0537 ENAMEL (GARDEN GREEN), ?R EG OPPERS GLAMORTEX O iIf 'D I COATINGS a NOTES: Y• • t ? 1. SLOPE APPROACHES TO CROSSING 2:1 OR FLATTER. O OR EQUAL. 2. SPILLWAY LENGTH =BANK TO BANK WIDTH OF STREAM RlP RAP 6. 2 GALVANIZED STRAPS WITH STAINLESS STEEL BOLBE USED IN LIEU ?F CONCRETE FOOTING FAR VENT TEFL BOLTS MAY OR AS SHOWN ON PLANS. 3. PIPE TO EXTEND COMPLETELY ACROSS PERMANENT FOR VENT 7. ALL SEALED MANHOLES SHALL BE VENTED TO 2' ABI RIGHT-OF--WAY AND 1° BEYOND lJkifTS OF RIP-RAP. 4, CROSSING TO BE REMOVED UPON COMPLETION OF TO 2` ABOVE THE V~O`~J ~ iu FLOOD ELEVATION CONSTRUCTION. RIP-RAP STONE TO BE USED TO 8. A THREADED COUPLING MAY BE USED IN THE TAP 18 iE TOP 18" TO AID RIP RAP BANKS OF STREAM. CfMEK SED IN ALIGNING THE VENT DOWNSTREAM SECTION A-A SECTION B-B TEMPORARY STREAM CROSSING j O >cn co 0 O ds l~ © m g N.T.S. Ln co FiiP RAP AND STREAM BANK RESTORATION VENT FOR MANHOLE DLE PRECAST MANHOLE INSTALLED OVER FE)"ou"SMING PIPE~ Ie N.T.S. l ~ U m~_i ~ LLLI o LiJ N.T.S. N.T.S. 71B-4A aW~Tu - 6c _ oooU(YLArL ul 8 C r 3 SEE DETAIL FOR C.I. FRAME & OVER ~ ~ W N~TESi N r R/W a 4'-0' VARIES OD N 1. All castin s to be free fror? sand holes & 1'-0' 9 no lu in will be allowed. MIN. ~ P 99 9 a Z .o N 2. Cast with the use of alur~inum patterns. ONLY WHEN WATER MAIN IS LQCATED TQQ CLQSE 3. Gray Iron castling Shall be supplied With TQ THE R/W TD KEEP THE FIRE HYDRANT INSIDE M O N nQ alnt. THE R/W THEN THE FIRE HYDRANT SHQULD BE P LQCATED QN THE PRQPERTY LINE QR AN EASEMENT L M ~o 4, Covers used for storr~l drain r~anholes shall SHQULD BE OBTAINED uo DETAIL C--C have "storr~ sewer" cast on them, 4) LL u PVC 5, Slight draft allowed on straight faces, L in N *0 SDR-35 TOP OF COVER D.I.P., or 6, Two vent holes re uired unless s ecif ied q P otherwise on approved plans, EM N VCP 7, Standard letters unless otherwise secified. / ~ - .t C7 M ~ 1/2'R p /i / / a~ 'R / / / \ \ 8, A roxlr~ate wei ht / / / \ o PP 9 \ \ \ \ I i / / / BQTTQM QF COVER 1/2' \ \ \ \ \ \ R ~ \ \ / / / / / / q / of FRAME 190 lbs. / / / / , 9 / / / i ~ ,rr, A / / ~ / / / 4 . / / / 4 \ \ \ \ \ _ zM vJ M W ~ 1'R W / / \ \ Approxlr~ate weight I 5 5 i / \ i\ > ~ \ o \ N 412" of cGVER - 120 lbs. r"~` 5 Z \ \ /i / H / / / \ \ 1 1 ~ \ / I I ~ \ \ W / 1/2 A roxlr~ate wel ht ~ \ PP 9 / / 1 I ¢ / / ~ N \ - / / of TdTAL 310 Llbs, / / / FH v \ w~ ~ / 1 I Q \ \ \ R/W / ~ \ ~ / / a \ \ ~ a~ n ' --I © \ \ / \ \ \ \ T f l w m s and Co ers r~eets these _ \ / / g, he al o Ing R g WATER MAIN • , 4 / / / / / / / ~ \ BQC \ o 4~ 4, Q \ \ \ \ \ \ ~ / / ~ S eCifiCatlon5~ 4 i \ \ \ P / / - ~ / \ ~ ~ \ ~ \ / . /i / / / i / \ ~ V BRICK OR 2`-1 1/4` ~ CONCRETE e Bro , nc. MH RCR-2001 \ \ ~ . Dewy s I ~ \ / / DIP DIP p'' ~ ~ PLAN SHQWING LATERALS i'-11 3/4° ~ ~ HEIGHT OF CHANNEL TO BE 3/4 • SIDE 1 ll 1/2 Vulcan Foundr Inc, V-1384 ~ ~ ~ + a. ' y, i , Q . , , a . \ 84) \ ((a) Locking 23 BQC ~ / a • o A ~ ~ CORPORATE 2/3 DIAMETER IlF SEWER / / / ~ , / / / 3000 PSI ' / / / - ~ ~ / 3/8 Ennis Enter, MH"GRE 24 4 4 4 ~ \ \ ~ ~ ~ \ CQNCRETE PAB PAD D.I.A. 1' 3/8• 1 F7. PVC ~ US Foundr & Mfd. Cor . USF 669 ~ ~ / y p WASHED , ~ ~ ~ ~ ~ / ~ SEAL • Q' 1 Pia sDR~35, or NOTES VCP 1. INVERT SHAPING FQR PIPES UP TQ 12' MAY BE MADE BY / / / / STONE ~ \ \ \ \ 10. Clt logo required where available from , \ \ Y \ i.. ~•+~t-~--ELEV. AS SPECIFIED PLACING FITTINGS THRIlUGH BQTTQM QF MANHOLE ANIJ BREAKING IlUT UPPER SECTIIlN AFTER CONCRETE HAS 2 1/8' 2 3/4 the r~anuf acture, 4 3/4' 7 1/~" ON THE PLAN/PRIlFILES. 112 1-~---i BEEN PQURED AND GAINED INITIAL SET. 3 ___.Z 3000 PS CQNCRETE 3 3/4' 2, FIlR DRIlP MA'VHOLES THE INCOMING PIPES FQR ONE JOINT (a) For watertight r~anholes see plans ABIlVE THE MANHOLE, TEE, AND IlTHER FITTINGS 1'-10 7/$' 1/2' for required locations. 8• r-o' 1'-4' i'-o' 8' 6' DIA, NECESSARY FQR THE DRIlP SHALL BE CAST IRAN, DUCTILE IRAN, QR VCP. 4 3/8` 2'-0 1/2' ' MIN. MIN. LATERAL STRAIGHT IN DRIlP MANHIlLE 3, FOQTING SLAB FOR IlUTSIDE DRIlP SHOULD BE USE WHERE DIFFERENCE IlF INVERT USE WHERE DIFFERENCE IlF CIlNTINUIlUS WITH PRECAST MONIlLITHIC BASE M,H, 2'-9 1/4' ELEVATION IS LESS THAN 2'-b' INVERT ELEVATION IS GREATER 4, DRQP MATERIALS TQ BE SIMULAR TO MAIN THAN 2'-b' LINE MATERIALS, 11'64 N.T.S. *g Mal N.T.S. '~J~11?t~~~t~~,, N6 {1 N.i.S. NQTE: WATER METER AS MANUFACTURED BY HERSEY CITY STANDARD METER BQX 430 AMERICAN NEPTUNE TRIDENT 10, BADGER W/ 11' x i5' IRQNCRETE TQP NQ. I E tFQRD METER CQMPANY) ' SQUTHERN METER BQX CQ.,INC.,QF ALEXANDRIA, LA, CQNCRETE BQX RECQRDALL BRQNZE MQDEL 25 &RQCKWELL S.R. NQ.S/8'X3/4' WITH 15°DEPTH WITH CAST IRUN METER READERS IN ACCQRDANCE WITH 'fHE STANDARD SPECiFICATIQNS FQR WATER BISTRIBUTiQN. ALL FITTINGS TQ BE LID ND. TH, QRDER NQ. TH x 3/4°-15', CQNCRETE METER BQXES NQTES~ FQR STANDARD DETAIL QF CQMPRESSIQN JQINT TYPE AS APPROVED BY T'HE WITH CAST IRAN CQVERS NQ. 36-15-HI AS MANUFACTURED BY FRAME & CQVER SEE SHEET CITY ENGINEER. BRQQKS PRQDUCTS, CQNCQRD, NC. e 1i/i6 5/8 1. b' MIN, CONCRETE SLAB TO BE POURED w+~ R/W CITY STANDARD CANC. METER ° o w 8' 24' STREET SIDE ~e~ BQX WITH STANDARD LID, INC. METER RD LID, TO GROUND CUT. 'Q' RING J[]INT ASTM C-443 i 2. INVERTS TQ IN & OUT PIPES T4 BE BUILT 8 24 8' x~ _ $ ¢ MINIMUM TAP SPACING SHALL BE 2' Q.C. t l~= 1 ~ t ~ t t s 1 AFTER MANHOLE HAS BEEN SET. 3. MANHOLE TO BE LEVELED & ASSEMBLED a , ~ I~--~1~..... ~~-._--11t X11. , t~---lt r ~ + r PRECAST ~ ' 11~ MAY BE PURCHASED FRQM~ IlR • 8-3/4 SO AS TIl EVENLY DISTRIBUTE WALL BEARING o 1-3/8 ,o LOAD. ~ ( ~ ~ ~ c\u 3000 PSI CANC. ~ . ~ TRIAD MASQNARY MATERIALS ) FROM: IATERIALS APPROVED ~ ~ 4. SEE DETAIL 71B-2 FOR REINFORCING BUTYL RUBBER • 5/g ~ r~i DETAILS AND STEP DETAILS. ~ w ~ a 3/4 x 5!8 _1t GREENSBQRQ, N.C. ~ ~ x ro ~ ~ a METER 4~.. APPRQXIMATE WEIGHT 80 LBS. HT 80 LBS. SEALANT 2-1/2 1' MIN. STEEL REINF, T MEET 5. 6' MIN. EXTENSION BEYOND EXTERIOR WALL ~ • _ Il ~ ,n iv r t l z ~ f1_ ~ _I ASTM C 478 Q ~ OF MANHOLE. ~ ~ ~ , ~ ~ 6. PRECAST MANHOLE JOINTS TO BE SEALED a F ~ T ? ~ r ~ LQCKABLE ~ v ~ GPTIgNAL CNNE FER ZWO VALVE 18' c~ w w W 1-- ti WITH O RING JQINT-ASTM C-443 QR w w ~ W TH APPR V TY U R ALANT. ~ ~ + 1-i/4 co ~ I O ED BU L R BBE SE ¢ ~ ta~aN - r FLOW ~ 3/4' x 18` SHALLgW MANHOLE x a ~jj_ a ~ X11- y- ~ ~ £ z ! ~ ~ CRIMP WATER SERVICE SERVICE ~ 7. CONCRETE SLAB SHALL EXTEND A MIN. OF n. a ~ , 3 ABOVE BOTTOM OF FIRST MANHOLE o ~ ~~oa a 11 , z z w 1-1/2 ~ rl~ 2-i/2' SECTION. ~ ~ ® ~ z 8, ALL LIFT HOLES TO BE SEALED WITH TAPERED -~~~0 i'~I• ~tl y n ~ r BACKFILL, TAMPED IN 6` LIFTSr; fl + o ~ ~ ~ NEOPRENE PLUGS IlR OTHER APPROVED ° ~ z a ~ u 4' _ t t t==~ 111=~11'''"-~"1. ti'--'~• ~ ~ 11; W - - ll _ ll.--..... + ~ ~n ~ • 1/4 EQUAL LIFT HOLES TO BE SEALED FROM o 0 ~ ® ~ QUTSIDE. a! ~ I IL...- ~ A . _ _ ill 1~' 4 0 I 1_ l • PS;..- ~ ~-Wo - ~ - ~z~ ~ ~ 1-~` , t r .111- . N~ a GJU«,rI 5 © <Step as Mnnu~a~tur2d by m ~ ~ M,A. industries or npproved Y ti A rWXUZ r' + ~ Q Q til Q .'`I , _ t-~ ~ ii l I-"' ~ ~'---:r 'r`•..-ti"^ r^ t i,^"".i,-i,.. ~ r t ~ 1• ~ Z d E N ~ 1 M^^ I t t } ~ t•~^" . ~ -^'t ! t ~ ~=1,,,,t j equnt.I ~ w r ~za a ~ _tt~1~ , CQMMQN BRICK • •s K , d \ REINF. STEEL DETAIL v33 3000 ' 4'-10' 3/4' x 5/8' x 7' CAPPER METER SETTER 3000 SI PS-1-45 ~ SCALE: 1'=2'-0' ~ a N T `0 s UNDISTURBED SQTL HAYS NQ. M23-7 CJ X CJ a• - - a, o. o, - a. o DjP 3/4' TYPE K SOFT FQRD NQ. VB72-7W-44-33-G r it/lb'° ~ ,r- SELECT MATERIAL CAPPER PIPE A.Y. McDQNALD NQ. 22-207W X 2233 95% PRQCTQR MAIN N 5/8 C ~ CQRPQRATIQN STQP QPTI~NAL ' 0 1 v- _ <; M~Nn 4 4 a FQRD NQ. F-1000G MgNNLITHIC BASE 4S ~s q ~ o - 1-3/8 5 WALt ~ HAYS NQ. 5200 CF 4~ S 10 A.Y. McDQNALD (MAC-PAK) .M111111111 ~ 9 4 ~ ~ ~ USE BRICK NQ. 4701-22 _ N MUELLER NQ. H15008 5/8 ~ ~ R BLDCK TQ LEVEL HALE MANHOLE AT 3 OR 4 IN N M HALE TQ BE CUT W IN MANHQLE AS CAST IN PLACE a a r.irr. V) p ~ PQINTS AROUND 9 T BOTTOM QF MANHOLE , N D RUBBER SLEEVE 5` > ~ 3/4' QUIKTAP DRESSER EE ED ~ r ••~F-- CQRPQRATIQN STQP STYLE 193 REQUIRED = ~ ~ 4-1/42 5-1/2 ~ ~ 12 } ~ ;m ~ PVC/ \ + z'~ ~ MUELLER SADDLE/RQCKWELL {SMITH-BLAIR) ACP < . o. ~ 1-1/4 ~ ~ i/8 A A J? v MAIN 6' PVC - N0, H-10484/#311 QR 313 MAIN 4 4 ~ ~ N N Q i ~ ~ h + 5' r ~ 8' PVC - N0. H-10488/#311 QR 313 SELECT z ~ ~ 2' PVC -QUIKTAP DRESSER E D i ~ f MATERIAL ro n ~ STYLE 294 QR FASTAP 95% PRQCTQR ~ NQ. 5261-17-2506 (SEE ACP DETAIL) 1/4 LEVELING PLASTIC MANHOLE BLACKS STANDARD FQQTING AS SHAWN TYPICAL STEP INSTALLATION STEP DETAIL AT LEFT Ttl BE USED. 6 MIN, SEE NQTE #i ~ DO NOT PLACE WATER METER BOXES IN SIDEWALKS. 3000 P NO SCALE 3000 PSI CQNCRETE N.T.S. F=o r J N.T.S. N.T.S. i mohma o'- Z _ Q Cd _ to uu -"I 4=J cis~ STANDARD THREADS FOR - R /W 2' MIN. (95% STD. PROCTOR) - (SEE STD. SPEC. SECTION 13.20 >u DISCHARGE ASSEMBLY ATTACHMENT I - FOR SOIL CLASS REQUIREMENTS.) METER BOX MAY BE USED FOR BEHIND CURB INSTALLATIONS ROADWAY THE GRADE WILL HAVE TO BE ADJUSTED UP TO A DEPTH gooj~,oj~Jo~ ;oo +.•o, ° .o• a°°og c ° o$ p o °p.... a O SUITABLE FOR WATER METER BACK TO BACK CURB MAY USE NATIVE SOILS OF _ ASTM 2321 CLASS II, III BOX DEPTH. (OR CLASS IA OR ID) ABOVE THE z - SPRINGLINE. H W - CAREFULLY COMPACTED BACKFILL ' - 95% STANDARD PROCTOR DENSITY U z STANDARD cv - (TAMPED IN 6' LAYERS) z TAMPED BACKFILL VALVE BOX a u w w m 4 W o' o N - W z 1~ n LU a 9 _ W - Ln r HAUNCHING #57 WASHED STONE 3 SPRINGLINE- IV GRANULAR MATERIAL 95. STANDARD 'D w tit a 18n a L PROCTOR DENSITY 18 1/2 D l L a _ v CL 0 4 l l y Y'`-~ Y' 1 IIj'~~~~ \ 1/4 D (4' 1111IN.) LA cn 4 / 4 3 Z VALVE CONCRETE BLOCKING 31 TIE RODS 0 S/8' OR 3/4' O ~a " " " " " " " " " " (SEE 71B-9A) 3/4' SIZE UP TO 4' MAINS (0 TAP MAY HE USED) 2' SIZE 4'-16' MAINS 3/4" TYPE K SOFT COPPER PIPE CLASS B MECHNICAL PLUG (GALVANIZED STEEL PIPE AND GALVANIZED IRAN FITTINGS SEE STD, SPEC. 14.12) CONCRETE BLACKING G ~ SEE STD. DETAIL 7' COMPACTED GRANULAR BEDDING SEE 71B-9 METER, METER BOX RETAIL 71B-20 FOR TER BOX & TAP DETAILS. LOAD FACTOR 1.9 00 m V) `n o op Ln 00 Ln TICAL WATER TAP DEPTH DETAIL TYPICAL BEDDING DETAIL FOR PVC zzw < **40 i G N.T.S. %.011,%L BLOW OFF ASSEMBLY N.T.S. N.T.S. 7IB-21 78-5A aj0 UrmUi!9 ~W~=v Q w O00Uocn (7) s Y~ s ~r , C~ N O 1 N co N f Z .p y'- 1 ~ M 0 cV / PROPOSED FI HYDRAM' ' ; ~ ~ STA 4+56 UO ~6 ' E ~ M M PR SE - ~ x x 6 TEE / i , ILL 0 co Ln Cc ~ N3l° 3'03 T ~ WC Pt (SpR 35 ~ w i \ S A +3. ~ ` w '~~z, E en IA s- )77;13 8 ~ ® 0 i _ I M r- 0 N ~ - ~ _ ~ z „ t+? rrw' ~ \ ~ s~ \ ~ m eq ~F. oV KJ ~ N,~S, 3 UTy 4g~ ~R~y*.` 7 l f F~ ~ R --S lifill, • ~ e~ 4i titi S _ i t. POP ED -IB ~ !AT ~ NIH " A 162.02 6 ...,.,:..,....,.a:;.,, - R~ 4.75 :n,.},./,~:;e:}}... ,{f.=~'ti ,'s'I,.vyi:7:i:,=iiiii:;iiin~.~.~ii: .j~r~~) iii5nvy`:ini.~i: ~e::... .:....:....::i:.. V' _ _ _ f CORPORATE - - - - - - - - a ~ _ - - - - - - T a ~ ti t~ ry _ _ ~ LAT < w LAT ~ r ~ i+52 _ •b~ _ - - - - r%v - S AL.- _ - J - _ - - - - r - _ - a _ _ _ _ _ _ _ 0. ~ (TYP.} WA S ~tYICE \ .~;t.s; _ _ _ - _ _ _ i:J.: tai(>~: S SEE DET :J:l.-.: 0 l t111ilil{11 - - - 4 - _ - ~ ~m - - _ - - - - - ~C - - - - - ~ - - - - - - - - r - - i<-t'Yi: 7 n~ .t, . Tr \ t a r~ E+oi ~oi - ~ ~ ~ lAT h 8 / ~q. ~ ~4. C== • r 4+93 ~ ~ ry 'V /tAT { / o ry .~+15 f ~ n~ ~b t `b fi • t J J 4 211 ti ~ ~l ~ o V k`` ~ r ~ ~:'~a k , _ ~ 1 ~ r LAT - 'r,. ;r '0+53 t 1 ® I ~ ~ 3 ~ ~y ~ T 4~. I 25.77 a+s3 f 0 SED b GAT Al. _ G / ~ STA 0+ (FROM n ~ 3~• PRO 8 x DUCER ~ ~ STA O+i 4 ~f ~ ~ i~ ,314 ~ ~ ~3 ~ r ~ ~ , ti r ~ ~ ~c• ~ ~ \ ; PROPOSED " "x9 ' A 0+00 8+98 ' ~ ° • ice. 5,7~ A 1 5,~, r',~,, r •dd' t P OPOSED SMH- r` TA 0+00 = 3+20 6 / J~ / R!M 636.67 ~ / ~ ~ r r~ S ~ ~ ~ 1 \ S P OPOSED FIRE DRAM' ~ _ / w A 8+83 a ~ r ~ .~`'a .j U. 0 Lim bb0 660 o z LLJ ! F- > < 1 aa~~ PROPO ED- ...BADE- ....PIPE G C~1~ER (A od EXIST! C-GRADE OV R_PIPE,.~.....~ b5Q 650 V) E 0 m N_.....__..._... ............~l..._..._-_._._... ~ i ---m ~ a ~ m Q~ ~~n _ _ v _ • - --rt---_.........~ . ~ a = N C~ Q~ N MME • Q ATER D E E L ES T U T1 F LL ~ WN~,O LINES U r,,,~ - - F ± ~ ~ SHALL BE IN STRICT ACCORDANCE WITH THE "STAND "STANDARD MLJ L LU G3 ~C Z Z_0. N O ~p 0 + rn E- E- E- a Q-,D.a2 01° a ~ Z SPECIFICATIONS AND DETAILS FOR CITY OF GASTONI n. u,a_ ASTONIA w Q~> > > ~t-- n. PUBLIC WORKS ~ CIS cd~ 640 640 Notes: WA'IEt TAPS AS PER 71B-20 & 2L SEWER TAPS AS PER 78-19. u C~ u PlACE WATER METERS AND SEWER CLEANOUTS I W C84iFR OF BIDGS. TO 91M@dATE DRIVEWAY CON-LCTS DO NOT PLACE MET9i BOXES IN SDEWNKS. CONTRACTOR TO COORDINATE WMi DEVELOPER ON LOCATIONS. LU COYER GOVE0. z Q 6 PT.i vq~ AZIuNI/ U Z w I 15" RCP SD H Ln 630 630 w A w tn co 24 RCP SD ~ Q~ Q1 BEFORE YOU D101 Z O 0 ~G CALL 1-800-632-4949 Qp N.C. ONE-CALL CENTER rrS THE LAVA NOTE: GRAPHIC SCALE IN FEET FEET CONTRACTOR SHALL ADJUST LOCATION OF EXISTING 46 o ao ea 80 120 > AND PROPOSED WATER LINES AS REQUIRED TO AVOID co V C ° 0+00 1+00 1+62.02 CONFLICTS WITH STORM SEWER AND OTHER UTILITIES. HORIZONTAL JCL _ C3 a PROFILE 8'fi SEWEF EWER REFER TO SEWER AND WATER CROSSINGS DETAIL. 4 0 4 $ 8 12 0 7?r ° ~ C) CO o.zz~ RAMSHEAD WAY NAY VERTICAL G LtJCJ~Su~°~W, w 8 QW z~ 2 Q0auatna- Ul) g \ n PROPOSED 6 GATE VALVE 2K BLOW-OFF ASSEMBLY ~ & f • ~ 2g and STA 5+58 - .F a 6~ rvM1 N O r ~3 PROPOSED SMH-b / Q ~ ~ ~ ~ N co N ~ 6•Q~, ~ POSEDF RANT ~9 Q \ 5TA 2+21.b7 ~'a G' STA • RIM 347 _ F~~? ~ r Z .o ,,,1 ~T ~9sa • R PC~E 6 GATE V - ~ z+sy ? STA :v . M ON sJ ! tAT J F~ l e....~..d f 2+~ f , / • L M m M ~ \ / ~ ~~"o ~ PR POSED b 5 `4'. lAT ~ ?Q A X+XX 1 f U ;z ~ 3+05 •F _ / ~ '`eY ~ \ visa • PROPOSED b A ~ " b A VE ~ ~T STA X+XX f ~ LLL v Vf Ln 1 N31'° 5'03 f ,,`+~s Q`~vc C.4 . ~~ln3R 3~ ~ ~ F,F l9 .I$ !AT ;r~° - ~ ~ M = _ / F,c 8 l 8 .F M rr G ,11 \ ~Q7 ~r t n ~s ~ PRO SS LF b WM ZO M ~ ~t 1, • FROM WY 0 BLOWAF ' ~y, 3' MIN. CO R ~ ' . _ _ _ - ~ ~ ~ ' /s jr, 4+42 _ \ 4+55 ~a 6 _ = t c$ ~ - PROPOSED SMH-7 s so - ~ ~ gar Is \ LAT F.~' ` ~ \ ~ _ RIM 636.85 ~ . T: .r _ l , sso ~ ~ tAT ' l 5+16 / F~9 ~ \ 0 0 _ _ ~ \ ~ ~ 69i tar Ar ~ CORPORATE S. ~ - ~ 5+48 ~ ~ la t .F ~ s° ~ 1ga ~ .2 'cb Q VALVE ~ 1g ~ PROPOS D b GATE F ! . SzAL col - ~ \ ~ , 0 FIRE HYDRANT FF 2 STA 0+ 4 - a• _ 7 ~ s STA X+XX LAT ' ll!!lJtllillii fir,..,,: x ~ ~ RIM 636.85 ~ t;-~ = . ~R3 6+2! F~ \ sJ LaT ~ ~9 i ~ - ~ tAT s t*~ ` WATER 5ERViCE x+xx x+~ a \ _ _ PROPOS H•5 - _ EE DETAILS c~ . STA I +05.30 r ~ T ~ - - $ 6+65 ~ i . °o~ ^ ~ RIM 633.50 PROPOSED 4S° BEND - Li GY ~J~ • •Q ES ,/j~~i c~`. ~ x ~ N ~ ~ ~ ~ ~S ° ~i i TS ~ ' \ \ o 3 ,ti, ~b - [~FZ~, . ~.7 .,,4 a r ~ T ~ 0 t x+ ~ I g 211-64 FF ~6 ~ :y a ~ ~ s30 ~ ~rs3o • m `G~ ~i '•~NG IN E~. `Z ~ ~ ~ .F ~ ~lltJtittiti~l ::tw ~ ~ ~ F~ $ / ~i ~ ~ b _ ! ~ 5.77 ELEV. b2 - ~ ~ ~ it ~ PROPOSED SMH-8 G~ ~ q'~ ~ 4J = ~ 1 ~ " STA 6 98.84 PROP05E GA fE VALVE ~ RiM b47.58 & 2" BLOW~OF EMBLY A~ R ~ - ~ 5 13 ~ \ 7 rr ~i + , S1A2 !9 o ,A5 s t~ ti ,3 . ~ - ~ ~ . ° ~ ~ PROPOSED $ X8 )Cb 1~"k - . ~`;a.~. S '}'4{I = 2+05 ° ~ s _ ~ r A - \ ?Zj \ • / /r ~ / , , ~ - = - I PROPOSED SMH-I 7'` ~r ~ \ 1 t. \ w STA 0 0 = 2+09.99 / \ M \ ~ s~ ti U. r \ ~ ~ - \ ~ ; ' . j) ~ - 1 !f \ { _ 0 •-•.1-~ 1 - ~ / 6 t'. - ~ _ • L.L. CL cz z 1 s bb0 ' i ~ 660 E E l ES R ~ A TRIJ Tf cc GS is UV1TH THE STA DAR CE TRI T A C LL BE TA ~IDARD t {A TY F T OR CI F A D DETA NS F~CATI PE l roNA uloe i 3( i i' ~ ORK . ~C P L ? - 0 t ~ ~ ' • ~rr¦ t ~ ~ ~ Wr.~nO 3 _-_`T'- \ Q0 f- ~ / ~a~~ W Q~' ~ -z a~~c_ 1 ' i i W p_ L1E / h ~ 650 E E- b50 V N ~ / w j j W ~ M N ti..+ W i ~ ~ _ 0~~-~ s r 0. ~ ~ O W W ' ,~d£» E ` - - cn 1 F W ~ W .~ZQ W co J Z r. a. rL fn Mama u aaN a y a~d~ ~ ~ZZ w- f a ;4- fn C, / 3 MIN. -74 OVER ~@Zb c~ _ v Lij 640° ..D~ o W ce fie ^,Q'O~ oat""" Ji 640 j C w Nohs: 3,31 U U U 04E111 3 +m~~" WATER rars AS PER 70-20 & n -19 3.19' 1~~ PE ls~~ SEWER 7 -P PLACE wn~~ r,~s 718nw SEWER CLEANOLITS s" P! CHJiBt OF BIDGS. TO 81MWA7E DRIVEWAY CONHJt.'iS. DO NOT PLAN METER, 807 5 IN SIDEWALKS. CONTRACTOR TO COORDINATE WITH TH IDEVELOPER ON LOCATIONS. ui Ope- u z i Q \5695 C Rips L U Z g i Cl- w V) 630 P~~ LSD Q NOTE: 630 Of, LIJ n ~ 2.6 as p~ - CONTRACTOR SHALL ADJUST LOCATION OF EXISTING n1ple AND PROPOSED WATER LINES AS REQUIRED TO AVOID ~ Li, "C - - ~ G p14E ~ 3 zce- CONFLICTS WITH STORM SEWER AND OTHER UTILITIES. o 3 qqH 8 ]REFER TO SEWER AND WATER CROSSINGS DETAIL. cam;- oo-°ss z~4s N.C. ONE-CALL CENTER 3 ITS THE LAWI GRAPHIC SCALE IN FEET FEET 3'C~ Sptt3 ~ At - QvG ao o ao so 80 120 > i N PI, HORIZONTAL co Ln C) ca Ln o+oa i+oo Z+oo a+oo 4+0 PROFILE SE WE CREEKSTONE TRACE 4+00 5+00 6+00 6+97.43 4 0 4 a a 12 o m o o p co Z EWER VERTICAL MACE ~i.iC3Q>Ur°~~i, Qwda: = u5n~ (n s s ~ I - m I ~ A m / i m m 0~ - ~ _ _ / CONT CTOR TO IN TA11 TEMP. LV£ & B.O. A Z T ~ - i'i"! PHASE L ~ ~ N O N - W.~ (ROAD A b+8 ) ,`r~ •4 W N C ~ -z _ _ ; . - tT PROPOSED 392 LF B" PVC WM / r EJCISTI G ~ ~ ; - Z .o !!1 N FROM TEE TO BLOWOFF f ~ N 3 MIN. COVER . _ ~ PHASE IAA 1 t.r'' M o cy ~ ~ 1 " o ~ P $ GATE VALVE g ~ 1~ \ \ ti\'' PROPOSED 122 LF a PVC WM ~ tr - \ y, Vo - & LO -OFF ASSEMBLY Bl. G, `i' 2 2 F - ~ ROM 0 TEE ~ E"'•' STA 0+2 W 45 44 = . ' 9 PROPOSED 8" GATE YA 4 \ 3 M1N CO R STA 0+65 r ~~w L 4j (n Ln fin _ - fEE ~ _ W ~ F.F.EIEV. LEV• T ~ • PROPOSED 8"x 8"x 8" E r~tso ~stso A ~ - PROPOSED 8 GATE AL _ ai M i - _ R . M - L _ STA 0+18 ~ ' ' ~ ~ ~ - - _ _ _ _ _ _ . _ M PROPOSED FIRE HYD . n " / ~ \ PROPOSED a"~ a x a - - - - - - =a-~>: W PR POSED AIR RELEAS - _ - - E - - ~ - - ~c,• _ _ _ _ _ _ _ _ _ _ _ Vy STA X XX " ~ PR P05ED 8 GATE VALYE ~ STA 5+08 = 0+00 ~ _ ST 5+59 ' MUM Z o ti. r. - - :-3~° - - - - - - VVV ~ ~ .:e y N cV - = - s - 4 B CONTRACT T IN F>: D ~ _ - ~ ~ ~ ~LAT U1T . - S; llTilfTY FASEMEiJT _ 4+7b 5 - r a q - HI V a~ros t: o F N 1 1 AT PHASE Li E \ i _ . - , Aso FF / \ ROAD CL S A 43 ' ~ ~ ' ( ) Asa I _ _ . r~ - - _ ~ l ~ Soso 5 ~ _ _ o ~ " = - - 3 b E is E. ~ - s - v~ - / 227.06 ~ - _ - - - - / N5 °49'27"E s• Svc o~ ss ~ 1 cAr ~ / ~ STA 0+00 / / PROPOSED 8 WATER MAIN WATER MAIN ; \ _ } •f®i ~ _ a+ss _ / a"Xa"Xa" TEE CONNECTIO / N :ONNECTION CORPORATE . t _ ~ ~ ~ is ' ~ I ~ I ~ _ . gar ~ ~ TO EXIST. S" WATER MAIN r s+~ , < , VATER MAIN LAT ~ LAT ~ LAT 5'LJi'I EASEMEtzt' ; ~r AFTER SUCCESSFUL t N " CHLORINATION AND TESTIF X10 y / SFUL IN AND TESTING ' : 2+b8 2+98 3+30 ~ + 9 lAT LAT 1 ~1~>~=i;'_s ~ 3 3 3+80 4+45 ~ 4+79 5+49~`'"'~`5+30 ~ t ~ ~ LAT ~ ~ lp'f ~ _ 6+~ b+e6 UST 7,3~ PYC q _ _ 7 54 7f65 5 f e, AT£R SERVICE (7YP.) " O, P OPOSED $ G TE VALVE E / i JJ j~JJtlltltiitil,` / S DETAILS B~.DG, p 4 ~ ~ S A b+59 r ~1 ~ , 49 50 51 52 53 ~y PROPOSE SMH•3 / ~ STA 7+14.0 = 0+00 - _ / ~---r "d F.F. Et.EV• F,F. EIEV• F.F ELEV. F.F. ELEV. $ F.F. ELEV. BL . R ~ 05/1 • 638.08 636.00 638.00 e4o,o0 ~ 7 63a.a _ R M ~ \``{,+`1111111 JJI •q' !kti ~ a ry 54 55 55 5 r~ 5• ~ !r y~ F.F. ELEV. F.F. ELEV. F.F. ELEV. FF S~, PROPOSED FIRE H~`t}RANT DG - Y.,.._ o ~ tip./~, PROPOSE SMH• I A 64z~ .ELEV. cn ~ } PRO SED SMH-2 s~zao s+zoo 64z0o ~/~t STA 3 20. 6 W F.~ S9 STA 4+a I ~ 0 T 9T ~ F~ E~ F.f. ElEil, 60 6I W ~l.oo f~ acv, b2 e ~ ~ qT S ~~.oa F.F. A , F~ C- l 9,F~ SGT C= e •ty ~ ~0~ STA 4 34.20 RIM 636,6 " " ~ 9.22 b TEE Hl.OQ F.F. FEEN, ~ ~PF a+t.oo PROPOSED 508 LF 8" PVC WM A F SCi 9 t/1 OS /y ~AR~C o~~,~.9CF - E = / ~ STA6 3a =0 PROPC} D 6 GATE V VE N ~ FROM TEE CONN. TO TEE T 9T F 9 W STA 0+ ~ ~ F~ 6 C'F F 9cF F~ S~ 1164 W PROPOSED SMH-4 ~ 3 MIN. COYER 9T S ~ I~ ~ 9 to D FR ~ ~ STA 9+2 L57 ~ $ ' S 629 F q r I 1 PROPOSED 5MH•I r ® RIM 636:T1 ~ G~, 9C ~ q~ ; '~q F ~ C FC STA 2.09.99 = a+00 ~ RIM b33.b4 ~ ~ c 6 F F~ G ~ F~ ~n ~ -r, • rS FY -n . 9 F~ ~ 1 r 62 73 , CONTRACTOR TO l ALL o ~ m < { TEMP. 8.0. BEHIND V YE - EXISTING SEWERMANHOLE _ _ } s._ AT PHASE LINE _ ~ a ~ oo + ~ / -------..T_ M ~ ~'n3 - ~ . INV IN b08.83 8 DIP SS / - (ROAD CL STA 0 43 • _ ~ N ''fir N 157iNG SEWER = - app ~ /1 51 ~ 7F hA.l { iNY IN 611.3~n EX. 20"DIP ~ ~ a - ~ t EK } ,a.: . l ~ ~ ~ !NV OLIT 1I609.9a £X. 20"DIP N q ~ / «""""i C7 / ..--.'i'ce / a` : 4 a 4 ~ V' (p• V ,i~ryA,: 7/ Oh ~ /y i~ P~. ~ \ ~ / s _ ~ . . ~ ~ ~ a/ _ ' a--~, Z,0000~ LU A . Ir 'P / . ` C~ . k. / r l U. pRf 1 ~ ~ A wq T O I t r ! ~St . FR ce. W PRt PROPC~S D GRADE R PIPE J E 06 N ~ h cc~/ m ' ~ ~ G~) TE. Q EXISTIN RA E 0 R PIPE G D V z ~ ~ _ = E ~ W ~ , L S F- D EW TRU TI WA AN S ER L S INE O = n• ~aDN .INES ~ ~ rnNh ~N ~ N~ ~ ~ If S T LL E ! TRI A ®DA E ITH T R E T D. o ~ ~ ti "STANDARD CL I3C . t W~•N?0 ~W~ oa N ~ In to ~ ri ri ~ ~ I- E II ~+M ~ In~n_ to N~ © IF[ T1 ADD AaS FOR ITY 4F A T E S ET IA N d U ~ ao E`H n p / kSTONIA 0C ~ E Woa.~~Q ~ -~Z UR to L6J . ~ Q :>`i ~ Q tlf = 0 F- ~ 1- F-1-• ~ ~ O+rn ~ _ . n -m_np Q 3 I W ~ ©ME...1...1... ~~d ~ O+M~ a~ ,o w +~t~LL~~ ~I--ZZ • N Q. > O d t~ ~ Z a.~aW.. ~ r I b40 I ce 3' MIN. CO R w E " 0 p ~ ..r b W R ~ P f„ r 0 r 0 za" sD _ w 24"R PSD r` SLVY 207.38' TO P.L 30 LLJ 630 a0 If RCP SD n 24" R nn me A Mt6-Rtp~.( 5 CPSD Piprm (Sr)r, 24" RCP SQ AL F qlT _AL SLOPE @ 0. 0% 3 O *Nam C~ M NOTES: WATER TAPS AS PER 78-20 & 21 j ca 113.69 I~~ SD 3 gem i= o~- Z Z p / p?AL pop V-1 ENTIRE 1A-EN~i TU, LENGTH OF [SE ER IN OADVIEW E)CrENDING TO SEWER TAPS PER 71B-19 IN CIIN7IIt OF BLDCS. TO ElMNATE DRIVEWAY [STING SEWE TO HE CO NSTRU TED AS PART OF COM9ICTS. DO NOT PLACE MEiBt BOXES W iilu~i,~-rZZZ q THE EX TING - SDEWNXS. CONTRACTOR TO COORDNAIE WITH DEVELOPER ON LOCA'nom. PiPE lSDR I A ~ IAI B (w V z ~ I NOTE: u 620 620 z CONTRACTOR ACTOR SHALL ADJUST LOCATION OF EXISTING g AND PROPOSEI tOPOSED WATER LINES AS REQUIRED TO AVOID w / 3q3 ` CONFLICTS WI 54° e~ REFER TO SEW CTS WITH STORM SEWER AND OTHER UTILITIES. ollf w a "O SEWER AND WATER CROSSINGS DETAIL. _ z O V) Z~ BEFORE YOU 010d O EXI NG 14 ~ SEVJQtFM CALL 1-800-632-4949 N.C. ONE-GALL CENTER 17'8 THE LAWI ~ GRAPHIC SCALE IN FEET -EET 61 , 1 610 40 0 40 80 0 120 > HORIZONTAL 0 cn a in Ul 9 g=ll r. IA cn = o i a o a a 3 12 c mom °Q p m SZ BRBACN ~ VERTICAL f ~ULJz En- (j " O ~ W 0+00 1+00 2+00 3+00 4+00 5+00 )0 6+00 7+00 a+oo v+oo 9+21.57 ~aC~U(Q'cUn~ c=n g s s s ~ I ~ ~ ~ C~ t 1 N O • ~ ..--r N co N " PROPOSED 2 GATE VALVE e ~ r>4 - U ~ & 2" BLOW-OFF ASSEMBLY Q STA S+II • Z~ \ 0 e ® r,,,.,.-~~ . ~ - to i N M ~'R/y WATER SERVICE {tYP. F ) r EXISTING SEWER MANHOLE (9/ R . t , ~ O N L M 0p`~~1,q SEE DETAILS L b 14.54 ~ Y 4/ . RlM E ( } ~ e ~q Sq • r ~ M Uo ENV IN 60$.$3 $ DIP SS ~ .S, " ~ - rI'1 • , ~ E ENV IN (bdb.83} EX. 2d DIP 6~ 1 n 1 lNV OUT 606.73) EX. 20 DIP ~~t. ~ ~ t lJ~ ` L 0 V 7'~ ~soo , a i a' ~,p - ~ • (n N,to M ~ 73 FF' S~ a b3 . 8 4 M Q / 5 P ~ ~ ~ .SO v e ~ 7 633 b ~ ~ ~ D a ~ ~ gti s P OPOSED b"GATE VALVE ~ ~ ~ ~ PROPOSED F{R S 0+57 " STA t97 PROPOSED 8 G T - M"D M ~ ~ ~ 7s 63354 b 6395fl A E VALVE 2 ~ > STA b+59 - = • l _ " za~ ~ FF o0 0 F~ o ~ ~ 5 63'L 7 63e5 u+ 34 PROPOSED b GATE VAL ~ a• 4~' STA 0+54 M N. ~ti ~ ~ F 6b0 ~ ` LAT 63 ~ ~ ~ PRQPOSEDS"X$"Xb"TEE t•F ~ t C~ STA O+Oa = 6+30 4•'" N '~j ~ 2+47 1` 1~ lAT 5 • ~ m ~ PROPOSE SMN•9 ~ PRO 5 BEND ~ ~ 4+00 L + t A a+4b • G. sTA 2 2b.7 , Q Fk. ~ ~ RIM b49.25 ~ ~ ~ti ,~t~ 278 LAT ~ • \ ~ ` lAT 1 3+69 6 At t ~ ~i' " " \ ~,,'tttltl111// XQ 3+55 .I t i ~ , J• ~ ~ FY. ~ PR POSED 8X8 b - Al ST 2+05 x0+00 - SI ~i~'' t+97 t i ~ A3 F.~' F ~ , F ~ ~ ,l i~ ' LAT 8~ ~ w °DIPI CORPORATE 8 140 8°b1PP~ ~ 14a.~1 ' 9 2b ,.r _ ~ - b PR ' POSED B" G V .4T 8' PVC PIPE {SDR 35) 5 1 _ ST 5+59 _ ~ SEAL..* * t ~ ~ 3 r - r g ~ su ~F 3+92 ~ ~ " ; PROPOSED !78 LF b PVC 1 lyp ~ g t ~ ~ ~ 9 I L~F/ lpT LAT 3+62 FROM TEE TO FHTEE -~'"~T ~ _ - ~i"'~ ~i . plPiPi t ~ ~ 3' MIN. DOVER ~ LAT J ,`'111,11 t t~, Ott``' • ~ + ~J Jay 3+9b 3 32 -'1 ~Q ~a F ~ t 65 0 ~ ~ ~ ti FG\ Ca l 1...._ /SLAT _ ;z ' 6 15 PROPOSED SMH•3 i+n ~ ~1 • - ~ ~ STA 0+00 - 7+12.40 _ ~ 5, ,j • s .0 o , 63 DG BL b4 F.F. 63 RIM b38.82 ~ ~ ; ; t - ~ t i _ PROPOSED SMH•!0 65 F.F.E~• b38,00 STA 1+44.00 PROPOSED MH•11 bb F.F.• b38.~ b38,00 _ - 1 / LAT ~ ll S L TEMPORARY CREEK CROSSING ~ ~ + 67 F.F.E~• 63b~ R1M 623.00 STA 2 5b.4 F.EL~• 63b•~ • PROPOSED SMH•12 s -~•'LAT ~ . 9 o+*ai Cpl IL 211'64 ' 25 2-48" CMP RIM 631.74 F' 4s~ ( ~ ~ - 63 STREAM BANK RESTORATION ;:;~f:<<:;,.r;-'=-_-_<. STA 4+05.18 0 G~ ~ . ~ RIM b3b.91 ~ t ~ ti a D3 \ xvl5' a Ti. SEE DETAILS SHEET U-6 PROPOSED 3 LF 2" PVC WM - i td::~t. 1nry.. 4 e~?oo ~F•~• ~FNGINE~~.• FROM FH TE TO BLOW-OFF -~~t3~~'=s~'u. 8 ~toa PRO 8X8 X8 TEE 1 FF•~• PROPOSED 8" GATE V 3' MIN. C4 . l is .B STA +aa =5+08 C7 ~90~ " D F•~' & 2 BLOW OFF MBLY 'B~I? F ott ~ 1//tlrlt~itt PROPOSED FIRE HYDRANT STA 1+7$ b ~5 STA 2+i 9 f~ 0 b" PLUG, 2" TAP S OF TEE tJ1 S ~5•cA 4 ~ e 33n PR SED 219 PVC WM 0 ~ oa PROPOSED "GATEV FRO OBLOWAFF STA 0+18 5 ,y-~-" 3' MIN. COVER y~ a a~ 1 Uu a~ .3 ~ 1 J . ~g 5 2~ ~d •V U. ~l 0 • ~3 ' ~ 0~ . 1.r`~ -o ~ Zg 9 5 0 ~ x .0ti ,ay cn ~ Z PROPOSED FIRE YDRANT N STA 4+81 n : ~ V `Q is a ~ ~ D y 4~ ~ -i •y tWn i e II f?1 z TE ES uu ~ 1, b40 i t^i E DA E THE ST I T TRI D I~ TANDARD - _ ~ PR4P0SED SMN-12 _ ~ STA 4+05.18 E IF# 0 1 T IL F !T F AST DE IA roNIA i RIM 63b.91 U~LI RKS . v,~ o;N / INV OUT 628.91 c ~ _ LtJ fV t/)~~~p LLN ce l"" ~ Z Z PROPC+SED b"WATER 0 W ~ ~ ~ ~ - - UNE CL 900 x~w ~w _ ~ + 40' RfW , 5 U11UlY 5 UT1LI' ' EASEMENT " EASEMft w 5' UTJUTY . now EASEMENT > V i ~ ~ - p ~ e 3 MIN. 20 -0 20'-0" " 14'- " •~----14'- " '-0" 6 0 0 0 6 ~ ~ © p SD rn ~ gC o .5 I ~ ° ~ ? w 2'-D" 2'-0" 2'-0" 2'-0" 2'-0° 4'~0" 30 W _ M / ~ SD ~ ti~ ~ l ~ 1P , 3 9 C 15 RCP SD $ ~ _ ~ 'd sFA i __.._WW___._ rn ~ _ fV 3' MIN. tL ~ p e}• COVER 3 € - -'i ~ ~ , I GOP / S ~ ; H H / x.71 t~ PR i E OV R PIPE W N 4" THICK QPQSE BRAD ~tV Op ~ CONCRETE 0 • trsw~rr LL f ` _ 3 ~ ~ ~ 18 LF D!P N PROPOSED ~ SIDEWALK a ~0 ~ WATER LINE 4-6 PROPOSED 8" SEWER Q~~ ~ ~ f ® 1. p~ ~ Z SEE PLAN & PROFILE EXI TIN RA,DE QVE PIPE ~ _ S ~G V ~ ~ Q 3 _ SUPERPAVE PAVEMENT SCHEDULE + / Q~ i _i .t ~ r~B t.5" SF9.5A ~ fi~l ~ i~ o na ~ U 3 N I r o` ,~p~ J 09 m 650 Q 5" COMPACTED AGGREGATE BASE COURSE W ~H 2'-0" VALLEY GUTTER J tWii °0•.bdd •vo ~ ~ oo R c7oo~~vj 4 1. ~ 0 TYPICAL CROSS SECTION CIO 1~ /1 62(~ m CL 40' WIDE R/W N.T.S. 03 Ic. Earn E / mmN 1 NOTES: 1 / WATER TAPS AS PER 713-20 & 21 LIJ V! W ,,o %o COYER SEWER TAPS AS PER 78-19. > U co p p / 0- PLAa WATER METERS AND SEWER CLFANOUTS Q F IN CENTER OF BLDGS. TO ELIMINATE DRIVEWAY CONUCTS. DO NOT PLACE METER BOXES N a0t;at - ~ SIDEWALKS. CONTRACTOR TO COORDINATE WITH DEVELOPER ON LOCATIONS. w ~Q fp~'~Q~G 8 "MECH- TK' RESTtiAINED JOIN o~° r U ~RCIPGIfFN I E PRODUCTS OR APPROVED 640 z Q I1---- - - - ----Ee ~eI NOTE: AS PER MANUFA RERSSE_R;eCONMMEND IONS CONTRACTOR SHALL ADJUST LOCATION OF EXISTING 1L ' U I z 610 ~ TO STABI Ze AND PROPOSED WATER LINES AS REQUIRED TO AVOID t5" RcP-Su 1~ C CONFLICTS WITH STORM SEWER AND OTHER UTILITIES. w t-- REFER TO SEWER AND WATER CROSSINGS DETAIL. r 1ti tit CK u ~ r SL u CL w W 18 L I$ LF DIP Q w UO EXISTING 14" PIERS AS PER CITY SEWER FM ~ STD. 71&14 & IS 18 LF DIP z~U> O s BEFORE YOU C3lGd 4 OUTSI E CALL 1-800-632-4949 o DROP N.C. ONE-CALL CENTER rrS THE LAWS CREEK CROSSING i SEE SHEET U-13 630 24" RCP S® GRAPHIC SCALE IN FEET FEET 40 0 40 80 80 1 20 > HORIZONTAL 0+00 1+00 Z+Oo CD~ 0+00 1+00 2+00 3+00 4+00 mm = a 4 0 4 8 8 12 om m a~r)m It k PROFILE 8" SEWER PRIC.)FILE 8 %%JEWER VERTICAL ~ C*4 U-1 BIGHORN WAY Z ~ wUw VISTA COURT :E:D U d cn s n _ / \ \ \ ~ e / ~ \ f ~ ~ ~ PHASE 1A UNDER CONSTRUCTION ~ ~ I / 9 ~ e ~ ~ 184 e C~ ~ % / e ~ ~ ~ ~ / 1 ~ ~ REFER TO PLANS PREPARED BY ~ ~ ~g NOTE: .,!X..~ ~ e ~ ~ ~ ~ ~ ~ g~ CONTRACTOR SHALL ADJUST LOCATION OF EXISTI -y LANDDESIGN INC. ISSUED FOR j, \ \ ' ~ AND PROPOSED WATER LINES AS REQUIRED TO AVO EXISTING N e r ~ \ N TO AVOID ° y! ` CONSTRUCTION I = < < ~ ~ ~I CONFLICTS WITH STORM SEWER AND OTHER UTILIT ~Q / ~ 248A / ~ cRK:~, sTa ,z+6o\ CONTRACTOR TO COORDINATE RELOCATION WIT ,p~ ~ . ~ ~ \ ~ ~~g ' ~ P E WATER SURFACE ELEV. ~ 629.1 J UTl~ITY COMPANY. REFER TO SEWER AND WATER N k UTILITIES. Z,D )N WITH 183 \ ' ~t % . ~ t 1 .r \ ~ _1 e e ' ~ 171 / ~ ~ ` ~ \ ` ` ~ g:.e \ \P ST WATER FPE:F 631. 3~V. 629.3 \ \ ATER a c4 L M . t ~ ' % e ~ ~ ~ _ ~ ~ CROSSINGS DETAIL. \ \ ` ` PHASE3 ~C~.~ 7 5T 11 t75 = M /yi \ f% \ e / i ~ ~ ~ ~ FH ~ E W~R SURFA~ ELEV. - 628 3 ~a J 'PO \ ~ ~ _ ~ \ S WATE~FACE ELEV. = 628.13 U C 242 e e / ~ \ \ ~ \ ~ ~ ~:r, 63 . 4 L d' U ~ e e ~ ~ i i~ / \ / • /j ~ ~ ~ \ N r d s ~ 0 / f~' \ \ M ~ ~ / /i ? 243 ~ / o / / z / _ / • / • ~ ~ ( _ - - ~ ,i,' ~ LEGEND M ~ f`~/ o ~~/j \ \ N ~ ; / / / / / ' - - - . ~ -PRE WATER 5 ~ LEV. = \ \ y'` ~ ~ / ~ ~ 244 / \ / / / ! C \ \ ~ E ~~3 ~ ~ . ~ PROPERTY {JNE _ ~ ,,~,V..r°~ ~ . / \ i~ ~ / / / / / I ( ~ ~I?* \ \ STREET RIGHT OF WAY LINE ~,•~~~Tj SI 175 \ = DI / 2,~ / I STA0+00 I? 2'-0"COt3CRETECUftB&GUTTER ~ ~ z ~ PROPOSED 8" WA'I~R MPJ ~ CONCRETE SIDEWALK j ~f / / / f. ~ / 246 / 247 ~ 8"X8"X8° TEE CONNECTIO ~ ~ ~ ~ ~ CORPORATE CB TO EXIST. 8" WATER~IAIN~ \ ~ ~ ~ ~ CREEK CENTERLINE - \ / ~ ~ ~ ~ ' I AFTER SUCCESSFUL \ ~ PROPOSED SEWER /WATER LINE ~ / ~ ~ l CHLOItINA710N AND TING SEAL ' , \ _ ~ n 176 _ e - ~ I / ~ ~ \ ~ ` ~ SMH PROPOSED SEWER MANHOLE e ~ cB ~e ~ PRO SE / ~ ~ ~ ~ ¦ PROPOSED WATER SERVICE \ 1 / ~ ~ .F RE RANT / j PRE WATER SURFACE ELEV. = 627.7 O LAT PROPOSED SEWER LATERAL CONNECTION 'ION r/•r,ri i III till, ' / ~ ~ l . ~ \ I / POST WATER SURFACE ELEV. = 627.37 ~ o-.---a'--- ~/yS; ~ FPE: 629.37 \ PROPOSED 19 LF DI ~ e n $ / CRK: 1 STa; g ~5 I } PROPOSED FIRE H7DRAN'f PROPOSED 548LF / / PRE WATER SURFACE ELEV. = 627 3 ~ ~ H PROPOSED GATE VALVE d it +rr \ 8 WATER N \ ~CB \ ~ / ti WATER MAIN ~ ~ ~ POST WATER SURFACE ELEV. = 6 13 too / ~ \ DI SMH•9 / \ \ 177 ~ ~ ~ FPE: 629.13 (~f- PROPOSED BLOW-OFF ASSEM&.Y w \ ~ ~ ~ ~ / / \ , s, PROPO D 397 LF 21164 - \ i / ~ 6 ATE MAIN / \ , 1 ~ / ~ 178 / ~ ~ / a i / ~o. / - \ G ' FNcFE~. V~ / / eS • - / ' / tJ t, 6 / s a C TC3RT T T RT I ALL ~ / ~ ~ ~ ~/I ~ rrrrrtt ~ - a9 r o ~ t~ . - / \ / l / ~ $ PRO SED 7,,LF - ROAD C ST O+ ~ / B > ~ / f / D1 ~ / ~ / SAN. SEWE = \ CB . s ~ e / - / _ o ~ s i ~ s e s . \ / PROPOSED 'ROPOSED . CB j Sr ~i9 / / / / / / ~ J~ \ FIRE HY `9 fi ~ T ~ ~ /r iRE HY ~ ~ ~ / ~yylrF,p / \ / °w~ • 1~ _ e / q~P 9n / / / / 1 i ~ ~ x{35 , ~ / F'6?~ 4, : e 6 / CB ' ~ ~ / s~ 2O ~s / / PRO D 5 = 36 ~ f• o i ~ ~ FIRE FiylA ti / ~ , ~ ~ r 0 ' / ? _ ~ SM ~ Q` _ _ - , - J B G - / y ~ B ~~y / ~ ` / ' ® / ~ g ROPOSED 123 LF r i / i- Df P POS D' I LF / " WATER MAI _ $ - e q _ • - i e _ ~3 rah 1. / ~ - ,,r CB / / ' / / ~ / e / ~ CO CTOR TO IN ~i ~ ~ ~ ` - T P. VALVE &13.0. / PROPOSE 9 LF PHASE LINE ~ ' ~ / \ C , ® ~ (ROAD CL S +88) ~ ~ ~ cy /e ,,f , ~ = •s = ~ PRO SED 237 L ~ • 3 / . ~ / ~i. / 4. 5 ~ ? G. / WATER MAIN ~ ~ ~ f T NTRACTO TOINST / ~ / / r'~- f ~ T P. B.O. D V AT INE~ / 5 ~ ~ r t / ! I ~ ` h (ft0 C ~ W43) / / c 4 ~ ~ • v} / • r / ~ e ~ f ~ PROPOSE ~'8 L SSE ~YB~L,~- \ \ '~i , _ ~ ~ , / \ - CB \ e b W MAIiV - R S 3 6 ' ~ - A R , ,1 //~~oi \ \ \ ~ / GENERAL NOTES: v! - r ~ j ~ ` PROPOSE b2 LF ~ ` . n - ~ ° ~ e ~ 8 SA EWER ~ 'qty ~ ,zs ~ 1 lOCAT{ON OF WA18t Ate SMlTARY SEWHt 19 5 SHAM COt~ORM TO GTY OF GASTONA STMDARD TANDARD ~ 1 ~ ~ 1 _ ;r s ~ e HY I e - i e ' s 1 e M ~ ~~9 f ~ ~ `i J ~ 1 t ~ s y ,r ~ ~ cE E V. - 626?8 , 2 AU. WATER Ate SEWER LQ~S SHALL BE POLYV~IYL CFA.ORmE (PVC) IXChPT AS NOTID ON PIANS. \ , SER SURF ~E ~EV. ° , \ / JM DEPTH ~'j ~ \ ( \ k y ~ /tee 1 ~ fv \ e ~ ~ ~ , 3 cRPRE WP jER SVRFp62$•2~ 3. Ut~flESS OTt~RWISE NOIID ON Ttf PLANS, ALL WATER I.B~S SHALL BE 6JSTAIIID AT A MH~MUM D~TH ~ - ~ ~ ~ = r 56 CB CB , ~ p 'SCE \ poss W" FPE~ \ \ OF DOVER OF 3.O FFET. FlRt oR/wr 4. 17-E UT81fFS AID TFf LOCATIONS TFFREOF, SHOWN ON TT-g DRAWINGS, REF'RESEN'f TF~ DESIGt~2'S c'S q. ' ~ \ \ \ \ / UI~tSTAI~WG OF EXISTPIG tJT1.1TFS W TFE CONSTRUCTION AREA. TI-E COMRACTOR SHALL VERY TFE RF1( TI-E C8-0 / / e • ~ 5y e ~ ~ SM 2 IOCATiON~ DEPTH, AND EXISTII~CE OF AU. U771i~S (HECIRICAL, WATgt, `fF1fPHOAE, GAS, SMATARY SEWER, RY SEINER, i S -5 ~ , ,i : ~ ~ ~ ~laC ~ \ \ \ ST~tM DRAW, ETC.) CONSTRUCTION AREA WITH TI-~ OWNFR ,S~/OR 71-E APPROPRIATE UT@.ITY 1TE l)TR.lTY ~ , / ~ FES ~ ~ °y ~ A \ 106 / ` 1 COMPANY PRIOR TO BEL'It~NG ANY EXCAVATION OR CONSTRUCTION. CALL iR.000 (i-800-632-4949) 48 4949) 48 ,r / ~ ' / N. SEWER ~ , e.. ; - ~ ~ ; ~ ~ HOBS PRIOR TO DIGC~~7G. 7F~ OMLSSfON ~2 TF~ WCLUSION OF UT~1' LOCAnONSON TI-~ PLANS IS NOT 4S IS NOT • / . ~ ~ ~ .f / sM ~ ~ , \ e. \ \ ~ TO BE CONSSDH2~ AS TI-E NON-IXLSTENCE OF, OR A DEFWTE LOCATION OF IXLSTBdG lJt~iC~iOlJt~ UND CL ~ / 5 ~ s ~ ! 5 ~ ~ ~ , \ ~ \ ` / UMFS. ANY DAAAAGE TO EXIST6dG UTAITES SHALL BE REPA62m AT TF~ COMRACTOR'S EXPQVSE - • ~ / - / ~ 1 _ ti ~ d ~ 5. SBCVICE TAPS (3/4 B~CI-ES FOR WATBt MA 4 WChES FOR SAt~ATARY SEWHt) ARE REQUItm FOR ALL )R ALL • a CB ~ Q \ ~ / _ g\ ~ j ~ \ ~ 1 / ~ LOTS Bm?CAT~ ON 'Its PLANS. TI-~ CONTRACTOR SHALL COORDIJATE TI-~ EXACT LOCATION OF TI-E TAP / SEE CITY STAt~ARD 7~-20. f THE TAPS. 0 I - / ~ ~ • o - / ~ r ,f ~ r-~ .J 'ROVAL F- / / ~ ~ rf~ ~ / cB_ PROPOSED 333 LF ` 6. ALL PVC WATER PPES SHAL! BEAR TFE NAl10NAL SM~TATtON FOUt~ATION WSFl SEALOF APPROVAL t~ 2"WATER M/UN 1 I 7 IR~R FCS NAITi) ATFFRU/IGF. AI! CANTARY SFWFR MAI~&tnlF RIMS SHALL BE TF~ LOIXRJG TYPE W IN Iwo MH-1 3 `ca ACCORDANCE WITH TFE QTY OF GASTONIA STANDARD SPECIFICATIONS AND DETAILS. 8. NO MORE THAN TWO (2) DROPS TO ANY ONE 5.0' DIAMETER MANiOLE. g 9. REVIEW AND APPROVAL OF THE PLANS DOES NOT RELIEVE THE OWNER, CONTRACTOR, OR DEVELOPER YE.OPER = °1 FROM MEETING ALL TFf REQUHtFMQ~fTS OF THE DEVELOPMINT ORDINANCES OF TFff QTY OF GASTOf~A, rOMA, F F S, ~ a PUNK WORKS STANDARD SPECIFICATIONS AND DETAILS MANUALS AND ANY OTFHZ LOCAL, STATE, AND ~E, AND as -0 SMH-II R~` , F~62AL REGUfAT10NS AND APPROVALS. I "°osT ~.oTF 10. All IMPROVEMENTS OR IXTFlJSIONS OF PUBLIC INFRASTRUCTURE UNDER TFE JURISDICTION OF THE CITY THE CITY ~ r \ h ? ~FR s~RA I ' / Of GASTONIA SHALL BE IN STRICT ACCORDANCE THE ORDINANCES, REGULATIONS, POLICIES, REQUIREMENTS, R,EMENTS, U CB gSoR,c AND SPECE1CAT10NS AND DEfAA.S OF THE CITY Of GASTONIA PUBLIC WORKS. / f ca 2F.F~(f~ sT" ~ 1L 100-YEAR FLOOD ELEVATIONS SHOWN ON PLANS PER SURVEY DATA MARCH 2002 PRESENT J ~N \ 2 12. CONS7RUC710N OF UTAJTY WJFS MAY NOT BEGIN UNTIL. ALL IBS ARE PAS, ALL PERMITS ARE PRESENT / ~ X62 ON SITE AND NOTIFICATION OF CONSTRUCTION IS MADE TO THE APPLICABLE P9tMiTTiNGACf1JCES WITH i WITH i / 11fR POLICES. w I 13. ANY LOTS CONNECTING TO EXISTING SANITARY SEWER LIDS WILL BE SUBJECT TO AVAILABILITY FEES. Y FEES. U L ! z Q Cry- 42 CONSTRUCTION. CONiROACTOR TO SET A TEMP. MANHOLE JUST PAST THE PHASE LINE ON BfCf10RN WAY. EORN WAY. _ U 1 / 14. CONTRACTOR TO COMPLETE ENTRE LENGTH OF SEWER IS BROADVIEW LANE FOR PHASE t SEE W7 FOR NOTES FOR TEMP. WATER VALVBVG FOR PHASE 1 z 1~ LIJ I-- / rr ~ 1. s V) fir- y / 1 Lu CL PROPOSED 5 LF 18"SAN. Ex SMH Z O lui SMH w- a EE YOU DECd cam isoot-°s3~2 N.C. ONE-CALL CEI 100-632-4949 CALL CENTER SritqG iP SEWER _ c NOTE: ms -ire LAvVI E'HE LAW! v 1 a RF a ~ ALL CONSTRUCTION OF WATER AND SEWER LINES Ln o SMH~ SHALL BE IN STRICT ACCORDANCE WITH THE "STANDARD GRAPHIC SCALE IN FEET FEET m ((n Q oC) 100 150 0 C) co f ~ / MN rrr ~f,•RF CF FIFA s,,, ~ SPECIFICATIONS AND DETAILS FOR CITY OF GASTONIA so 0 50 goo w / O / l . PUBLIC WORKS". zZ~ .76 8 W s I 0DUa) Zn- Y3 s s :s STREAM BANK 51~. 8' MAX. STS POST Q y~ WASHED STENE WttE F>~it»!VG WIiE i~Jf.IVG w~ to ~ REMOVABLE TRAM RACK I nONAL s oP SEEDBED PREPARATION NOTES N RAQC FOR £ASE IN MAINTENANCE. FiTBL FABRIC 1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING • O ED ACCORDING TO co WASHED ST( F,~ ~ PLAN. COMPLETE GRADING BEFORE PREPARING SEEDBED. WASHED STONE 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAI A ~ " L 3ED. eq D WITH .~e FREEBOARD a o p o op ° o TOP OF DAM 00 p p 00 p 0 TOPSOIL 3 DEEP ON SLOPES 2:1 OR FLATTER. TOTAL SEEDBED " " PREPARED DEPTH SHALL BE 4 TO 6 DEEP. IF SOILS AR E SEEDBEDILABLE U » n DESIGN HIGH-WATER 400 p SPILLWAY CREST p00on000 0 0 0° Q1~' COMPACTED DURING GRADING LOOSEN TO A DEPTH OF 6" TO 8". 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOb ALL BE REMOVED 4i N A p0000000000000 OOOp 04p 0 pppooooo00000o p0a 000 000 _ FROM THE SURFACE TO PREVENT INTERFERENCE WITH E5TABIJSHMEt` 000 00 TE]P BANK AND MAINTENANCE OF VEGETATION. ESTABLISHMENT m O N r ANTI-vORTDC PLATE 0 0 OOOOp00apo00 000° 0000 0 0 0 0 000 0 0 0 0 0 0 000 ~ 4. APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. SOILS SiQLT 8' MM~lAN WITH H HiGHER THAN 6 NEED NOT BE LIMED. IF HIS NOT IONS. SOILS L- M TRASH RACK Op°0oopop0 000000 0 ~ 2 0 0 0 4 0 1 KNO ,APPLY LIME ACCORDING TO SEEDING SPECI CATIONS BELOW I rr >;>eu flF BIEtYNG 9~R'T, OF APPLY LIMESTONE AND INCORPORATE INTO TOP 4 TO 6 OF SOIL ;ATIONSTBELOW. V h } B" OF SOIL E RISER CREST L -I' 0 4 p 0 r 0 A' 0 0 0 • f5 WASF~ ST01'E MAY BE U~ 5. APPLY FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS. Ii OYBL>1,~DOWH, NO SOIL TEST HAS BEEN PERFORMED, APPLY FERTILIZER ACCORDING ENDATIONS. IF O :ER ACCORDING ~ y Y CMP PERFORATED RISER H SEDIMENT CLEAN OUT EIEY. RIP RAP ~ TO SEEDWG SPECIFICATIONS BELOW. fi. ROUGHEN 5EEDBED SURFACE PRIOR TO APPLICATION. GROOVE OR GROOVE OR M , (REF. NOTE-3, STD. NU. 30.03) WASHED STONE FILTER 15" RCP PIPE SLOPE A7 i.OX t RTBt FABRIC F~ SifAtL I£ A M~ OF 32' 18 WiYtH A~ pp~ FURROW SLOPES STEEPER TITAN 3:1. SflAtl HAVE A MNMt9N OF 6 tl~E WRES WITH }2' STAY SPAf7VG, 7. FOR TEMPORARY SEEDING OF AREAS WHICH WILL NOT BE BROUGHT H BE BROUGHT TO C} TD PROPOSED SD CATCH EASIN T RIP RAP CLEAN OU OtSCHARGE PIPE (BARNEL YitltE ~ FINAL GRADE FOR MORE THAN 15 WORKING DAYS, FOLLOW THE 2 WOYBV F>lTBt FABRIC ~ US~7 wH6iE SLT ~ LS TO REMAPI TEMPORARY SEEDING SPECiFTCATIONS BELOW. IOW THEen~ Zj2 STAKE FOR A PBpOD QF MORE Ti•UW 30 DAYS. FL78t FABRIC ~ Sft$ POST'S SIiAIL B'E 5`-0' N F~BfiTff AM <IE OF Ttf Z o BOTTOM QF BA51N sr~FASrI~ AIdQE sT>$ TYPE ~ ~ t~ WASHED sTa~ ~ ~ PERMANENT SEEDING SPECIFICATIONS - S 4. WitE FBJf2~ Si•IAIL BE AT !EAST #1D GAGE A OF WTI'EI MNMih1 ~ t=4 M cNV ' : i 4. 6 WRt~ WTII~I 1Z' STAY SPACING. ~Y LOW MAINTENANCE AREAS SIZE PIPE {FDR 2 YEAR DESIGN STnRM) ~ TURN SLT FBJCE UP SiOPE AT ENDS? coNe. ANCHOR ANT~~' ca~aRS SIZE SRf, QTY. AND SPACING VARIES 5 STEEP SLOPES 4R STONY, SHALLOW OR DRY SOILS 6. t'4RE MESIi SHWL BE MK t3 GAGE WTM MA>ah1~112' OPENN(~. 7. WRE AND WASHED STOt~ WLL 8E REQUIt~ AND I~lOT® ON PWiS wt~ DATES TYPE RATE ~~ttirttrrt~~ pq~',q BLACK ~ PIPE MAY BE LEFT AUT IF GRASSING Td BE USED AS CHECK DAM, A. AT TOE OF Sgt1PES GREAT>1St THAI'i'q FffT VEICt1CAl {r'1 StOPE1 hUUNTEdAI~CE NOTES: N'1DbR SKR7' AUG. ~5 -SEPT. 15 TALL FESCUE 100 lB/ACRE bFSIG ACRE ~ ~ s u s r " ~ PIPE APTIflNAL Tfl BE USED IF GRASSING IN P A L CE LANCER El AT DEi+IIJi~ llMTS VN•8tE AN U ~ 15 30 F;E~T g R.TSL B1AttREiS SfWI 8E t BIY THE flhMlpw,Y 8' MM~N.N~ FEB. 15 -MAR. 21 5ERICEA LESPEDEZA 30 LB ACRE OR LESS AWAY / RAE PARTY OR H!S AGEM' iMbB1NT8.Y AFl& EACH KOBE LESPEDEZA 1 O LB/ACRE /ACRE THAN 12 MONTHS, TD BE SIZED BY ENGINEER, 8. ORNJ(1Fi SAFETY FENCE IS REQt.RIT1 AT BACK Of SIT II~E RAt~ALL At+D AT I):AST DAi.Y DUIWG PROlOi+liae! RAi~FAii. CZ' /ACRE y - si' 4' 11ni B' R?' 4' 3' r tVYClttd 5 FT.1 WHEN GRADtrG 6 ADIACEM' TO SWM BtJI~iS ANY REPARS NEED® SHALL. BE MADE N~B)41TElY. GENTLE SLOPES, AVERAGE SOILS ~ t0 SWIM Eft t~,t>lBJ~. 2 SH10UD THE FABRIC DECOMP06E OX BE+OOME ~CiNE PRIOR TO THE EI~D CORPORATE OF THE E><PECIED LISAEtE Ll1r AAD' [I'E BARRY 5E116 I+t~ARY, THE • ~ ~.t'11J FAiwtIC SWW. ~ REPIAt~ FROMP'',Y. DATES TYPE RATE ~ S~l3iT DEPt>;~TS SHOI~D BE ItlBviOYED WHEN DEP06tT'S REACH APPROX. N.TS. AUG. 2S -SEPT. 15 TALL FESCUE 8D LB/ACRE ~ ~ HEXER ~ ~ ~ DI~OSDS ~ ~ FEB. 15 -MAR. 21 SERICEA IESPEDEZA 20 LB ACRE LTS. PLACE AFIBt 1FIE stx FEEIC>E ~ RE7~IdV® SHALL BE DRESSY TO co~+oRM / /ACRE ' /ACRE T °•.....-''w`~~ .ro ~ EX~fIVG ~ KOBE LESPEDEZA 10 LB jACRE eACRE /'~~~'tttltct~~t ~l.TS. . N.T,S. HIGH MAINTENANCE AREAS NSTURE, COOL SITES r r r r r r, 6~ MIN. Row TEE!. STAKES GENTLE SLOPES, SOILS NSTH AVERAGE OR BETTER MOISTURE, COOL IW pw ~ WASHED STONE {t/4' TO 1/2" GRID OPENING) DATES ts~ t 3 WASF® STOi~ "'~''°y°"~'8 "0"°~ TYPE RATE WIRE MESH CONCRETE eL.oCK AUG. 25 -SEPT. 15 BLFND OF TWO TURF-TYPE 200 - 250 LB/AC fE a~• •.oF °'s ' i p B Tnp of mD+L r M!t r ~ TALL FESCUES E;SOy) AND - 250 LB/ACRE og & = s = G~RAi. NQ1ES: Roa RIVAL wl~t Dr~csi HaH wATa~ r-o• r~* A ' w ~ TWO OR MORE KENTUG Y ' ~ BLUEGRASS VARIETIES 10%) ssuwAY ~ ~ ~ t RPRAP SQE TO BE DESi(~ BY HVtT®t. a>~sAr tW,.. s~eir S7~AC~ o CtECiC ARMS MAY ~ t~ N StOPNG DITq~S OR GENTLE SLOPES, DRIER SOILS, PHYSICAL LIMITATIONS AlAlf. y at~a LEVa ~ ~ our st s OR CJI~U~AE~I$ TO SLOW VH,OCiI'Y TO CREATE _ DATES TYPE RATE . 4 • ~ rE C= 19 112 taw etiw our war ~ ~ ~ wA~ s1,a~ , ~ S®WIB`~i' TRAPS. tl~ t~ra REAG~} AUG. 25 -SEPT. 15 BLEND OF 50~ KY-31 TALL 200 - 250 LB/AC. S~•`" FESCUE AND 50% MIXTURE - 250 LB/ACRE ''~?trrti~~i>> a ~ OF TWO OR MORE TURF TYPE eye . TALL FESCUES 0 E6 t ~ ~ 12" ~ ` N4TH GRATE 8"" U aq wo~r0• p~ ego''V~ sweo a?N6 aR4 A?1 2'-a' MIN. ~N _ GRAS5-LINED CHANNELS, AVERAGE 50ILS SECTION THROUGH BASIN AND FILTER S~eiw~Y air ~ s wASH® w IS~tI,wAY~ SPECIFlC APPLICATION: THI5 METHOD OF INIPT PROTECTION I5 APPLICABLE WHERE HEAVY DATES TYPE RATE WAY) Flows ARE EXPECTED AND WHERE ovERFtow cAPAaTY Is ~ AUG. 25 -OCT. TALL FESCUE 200 LB/ACRE OR IE LB/ACRE OR ~ ~ strt~ w~ ,WlaTH NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE S C RE. 4 - 5 LB/1000 SF 5 LB/1000 SF V,,~ ~ ~ anss s aL S row GRASS-LINED CHANNELS, DRY SOILS GUOt1' RP RAP LF 10~ MIN. ~ ~ DATES TYPE RATE SAS C# SPiLWAY • APRIL 15 -JUNE 30 COMMON BERMUDA GRASS 40 - 80 L.B ACRE 80 LB/ACRE SF OR 1 f x S~ B+l~d Sr:Ci10li r o ~ aT ~ ~aue ~°~T N.TS. 1 - 2 LB/} oo sF awlc LEYB. rMw 2 ,,L, }'iN~s~SIy~Y''t' ~'~l. :Yn,',~.•.w_T RR RAP APROtt THLft7Gti •r;; ,zt~: , ;,~:,t~" t5 WASERD STtlr+E AMENDMENTS SHALL BE APPLIED AT THE RATE OF 4000 LB ACRE OF GROU PIPE OUTLET TO FLAT AREA PIPE OUTLET TO AGRICULTURAL LIMESTONE AND 1000 LI3/ACRE OF 1O-i0-1 FERTILIZER. 4CRE OF GROUND FERTILIZER. ~ SECTK)N A-A V ~'A N - F!N HANN WELL-DEFINED CHANNEL DRY S011., GRASS-LINED CHANNELS SHALL USE 3000 LB/ACRE OF GROUND O WELL DE ED C EL AGRICULTURAL LIMESTONE AND 50O'LB ACRE OF 10-10-10 FERTILIZER. E OF GROUND ERTILIZER. MULCH SHALL BE APPLIED AT THE RA OF 4000 LB/ACRE OF STRAW. STRAW SHALL BE ANCHORED BY TACKING WITH ASPHALT. NETTING OR MUL )F STRAW. 771NG OR MULCH ANCHORING TOG;.. JUTE OR EXCELSIOR MATTING SHALL, BE USED IN GRASS LINED CHANNELS TO CALCULA"fED HIGH WATER DEPTH. SED IN GRASS 7' MIN. x..._x./~ a'r r~ N.TS. A A A A VA I N FI R • ELE TON OF BERM A D LTE 3d do W = do+0.4XLa TEMPORARY SEEDING SPECIFICATIONS - PERSPECTIVE VIEW DATES TYPE RATE AMENDMENTS :NDMENTS JAN. 1 -MAY 1 RYE {GRAIN} 120 LB/ACRE 20D0 LB ACRE GF FEB. 15 -MAR. 21 ANNUAL LESPEDEZA 50 LB/ACRE AGRICUL RAL LIM 0 LB/ACRE GROUND XUL RAL LIME- GENERAL NOTES , OR LOBE STONE AND 750 L 2 Plan ACRE OF 10 10 1 NE AND 750 LB/ ,E OF 10-10-10 t. AREA UNDER EMBANKMENT TO BE CLEANED, GRUBBED AND STRIPPED OF ANY ~ ' VEGETAION AND ROOT MAT. NOTE: FERTILIZER ~•POST Plon DATES TYPE RATE AMENDMENTS TIUZER 2. FlLi. MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER N"`~"~~ _ 'STRUCTURAL' STOVE SHALL BE ' WOOD/VEGETAnON A5 WEU. AS OVER-SIZED STONES, ROCKS, ORGANIC {CLASS "B"~ STONE FOR EROSION La MAY 1 -AUG. f5 GERMAN MILLET. 40 LB ACRE 2000 L.B ACRE GA :NDMENTS 0 LB/'ACRE GROUND MATERIAL OR OTHER 08JECnONABLE MATERIAL. TH£ EMBANKMENT SHALL BE SILTFENCI COMPACTED IN NOT GREATER THAN 9" UFT5 8Y TRAVERSING MATH CONTROL PURPOSES.'. . _ / SiLTFENCE ~51LT'FENC~~ ' AGRICUL RAL LIM _ - • ' ~ STONE AND 750 L ,!CULTURAL UME- NE AND 750 LB/ EQUIPMENT. SEDIMENT C0 } 3. 5EDIMENT SHAD. BE REMOVED AND TRAP RE5TORED 70 IT ORIGfNAL NTRO 'STONE SHALL ACR£ OF 10-10-1 . ~ FERTILIZER !E OF 10-10-10 TILIZER DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATI=D 70 1/2 THE DESIGN ~ BE NO,S OR N0.5; STONE, • DEPTH OF THE TRAP. THIS DEPTH SHALL BE MARKED IN THE FlELD. ' ' .t.;;s,.. ~ 0 - o a . , a DATES TYPE RATE AMENDMENTS NNDMENTS 4, REMOVED SEDIMENT SHALL 8E PLACED 1N A DESIGNATED DISPOSAL AREA AND PROTECTED AGAINST EROSION. o °o ooooao oao d - ' • • ~o o e e o 0 0 °a AUG. 15 -DEC. 30 RYE (GftA{N) 120 LB ACRE 2000 LB ACRE GA o / 0 LB/ACRE GROUND • 5. THE W7:7R MUST BE CONSTRUCTED LEVEL. AND TO GRADE TO ASSURE DESIGN • 6. STONES SHALL BE MACHINE PLACED AND SHOULD BE HARD, ANGULAR AND 21 SIDE • AGRICUL RAL LIM . STONE AND 1000 TOP VIEW FILTER FILTER ACRE OF 10-t0-1 'ICULTURAL LIME- NE AND 1000 LB/ WEATHER RESi5TANT, SLOPE MAX. CLASS B EROSION CONTROL STONE • 7, EMERGENCY SPIU.WAY SHALL BE DIRECTED TO NATURAL, STABLE AREAS , . , BLANKET BLANKET . FERTIuZER f OF 10-10-10 • T}UZER 8. ALL CUT AND FlLL SLOPES SHALL BE 2:1 OR FLATTER. 2:1 SLOE ~ SILTFENCE 9. ALL DISTURBED AREAS 5HAU. BE STA$IUZED IMMEDIATELY UPON COMPU:TION OF CONSTRUCnON OF 1]iE BASIN. WEIR LENGTH SLOPE MAX. Section AA Section AA 10. TRAP SHALL 8E INSPECTED REGULARLY AND AFTER EACH RAINFALL WITH SILTFENCI REPAIRS MADE AS NECESSARY. - ' . ~ MULCH SHALL BE APPLIED AT TH£ RATE OF 4000 LB ACRE STRAW. / SILTFENCE SILTFENCE;,' ~ ~ STRAW SHALL. BE ANCHORED BY TACKING WITH ASPHALT. NETTING OR MULE i I STRUCTURE N0. Do Vo ZONE LENGTH WIDTH STDNE ANCHORING TOOL ;TRAW. 7TING OR MULCH 1~- "MIN. CLASS t~FtERAI NOTES: W ~ ~ I//% 2' MIN. I } ' ~ FES 14 24" 6.63 2 12' 7' i t. La IS THE LENGTH OF THE RIP RAP APRON. • Z d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 18" GRADED SLOPES AND F1LL5 -THE ANGLE FOR GRADED SLOPES AND FILLS :S AND FILLS ~ i ~ ~.0 1 . " ~ i i `,.w , . " , 3. IN A WtZ.IrDEf1NED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO A AN THE ANGLE WHICH CAN BE RETAINED BY . FES 22 18 4.35 1 6 6 t AN ELEVAnON OF s" ABOVE '141E MAXIMUM TAILWATER DEPTH OR TO 7F~ TOP VEGETATIVE COVER OR OTHER ADEQUATE EROS{ON CONTROL DEVICES OR - OF THE BANK, WHiCHEVLTt 15 LESS. STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED SHALL, VJIIHIN 3a WINED BY rEVICES OR 3 MAX. iii " 4. A FILTER BLANI~1' OR FILTER FABRIC SF[OULD BE INSTALLED BEiWWfEN THE WORKING DAYS OF C MP ON F ANY PHA F RA IN • , _ . - FES 37 24 7.41 2 12 7 1 R!P RAP AND SOIL FWNDATION. D LETi O SE 0 G D G BE PLANTED OI AEPLNT30 ED OR M t ~ ill sEDIMENT ' ~ ~ CONT ROL STRUCTURAL . STONE ~ STONE ~ ' ' S. COMPACT ANY REQUIRED FILL. TO DENSITY OF SURROUNDING UNDIS7URBID OTHERWISE PROVIDED WITH GROUND COVER, DEVICES OR STRUCTURES • Mp~AL, SUFFICIENT TO RESTRAIN EROSION. ICTURES¦~ GRAVEL FACING ' ~ ' . 'cRas~ ' • ~ I iLg• MiN, i ` ~ ~ • ~ ~ ~ FES 41 18" 4.32 1 6' 6' 1 6. RIP RAP MAY BE FIELDSTONE 4R ROUGH WARRY STONE AND SFtAlL BE HARD. . ~ ANGULAR AND WELL-GRADED. s~cnoH FlLTER FABRIC UNOISTURB@ SOIL Q Q} ' 7. CONSTRUCT APRON AT ff~t0 GRADE TOP OF RIP RAP SHALL BE LEVEL. YATH FRONT• THE RECEI4ING CHANNEL OR ~lGH7l.Y LOWfR. GROUND COVER -WHENEVER LAND DISTURBING ACTIVITY iS UNDERTAKEN Oi & ALIGN APRON MATH RECEINNG CHANNEL OR STREAM. ASSURE APRON IS ISING MORE THAN ONE ACRE, IF MORE THAN ONE INDERTAKEN ON r ONE STRAIGHT THROUGHOUT ITS LENGTH, CONTIGUOUS ACRE IS UNCOVERED A GROUND COVER SUFFICIENT TO 9. END WIDTH OF APRON Ta BE EQUAL 10 WIDTH OF E~CEINNG CHANNEL. RESTRAIN EROSION MUST SE PLANTED OR OTHERWISE PROVIDE WITHIN 15 TO WITHIN 15 KEYWAY 00 n /•1 r'1 WORKING DAYS ON THAT PORTION OF THE TRACT UPON WHICH FURTHER ACTIVE CONSTRUCTION IS NOT BEING UNDERTAKEN, PROVIDED THAT THIS f FURTHER THAT THIS r C.,~ ('II Y ~yJ STONE CROSS SECTION SHALL NOT APPLY TO CLEARED LAND FORMING THE BASIN OF A RESERVOIR LATER TO BE INUNDATED. ' A RESERVOIR /'r? ' SPILLWAY WIDTH gcp FLOW 0 J #57 WASHED STONE STONE OUTLET RIP RAP APRON FOR FLARED END SEC11ON Z LEVEL APRON 12" THICK MIN. N.T.S. N.TS. O qo 46' MINIMUM 5' MIN. 4mJ SPILLWAY 1.5' CREST ELEV. C 2 3 s LRCM AS A<SSARY W RAP & WA%W STCM SE xmw PIT TO GO 7HW DIRE FI.M EBtM ROCK ABUTMENT ROCK APRON AT TOE OF DAM 1 CLASS 1 EROSION CONTROL STONE (CARD STD X0 PPE u W U t s 1,5' MIN. ~-5' MIN. 100' MIN. T MK REMOVE SEDIMENT AT 2' DEPTH PUBLIC STREET 2 PIT REM FIPE Ir DIA. Nwamm a PLAN VIEW EXIS' EXISTING GROUND FILTER FABRIC 1 3'11 UNDISTURBED SOIL ' If SOIL STABILIZATION FABRIC STAB a it a KEY WAY MIN. UNDER #5 WASHED STONE TIE DOWN AT EM Dw OU ROCK DAM DETAILS CLASS B EROSION CONTROL STONE a ~ 0&40 4 CROSS SECTION 100' MIN. 4' omm 0) ~Q w r O -U z cn Z DRAINAGE DENUDED SEDIMENT BASIN VOLUME BASIN 10 YEAR SPILLWAY FREE- DIMENSIONS ELEVATION AREA AREA AREA PROVIDED PROFLE ' "IV LU ~LUC (ACRES) (ACRES) (CUBIC FT) DEPTH RUNOFF (CFS) DIMENSION BOARD BOTTOM TOP SPILLWAY LJ 0L TST-1 0.93 0.44 2,916 3' 3.27 10' x 1' 20'X30' 32'X42' 639.0 DESIGN TOP WIDTH 2'-0' ° EARTH DIKE Rt~RAP APRON R , • ° , ; U n_ cn TST-2 0.74 0.74 5,148 3' 2.60 1o' X it it 24X50' 36'X62' 627.0 4' FREEBOARD m • AT I S$ THAN wA Siff * , ' a > U.j m r) r) FLOW 10% SETTLEMENT DAENT , ° Y 001 TST-3 0.17 0.17 1,512 3' 0.60 10' x 1' 1 10'X20' 24'X32' 629.0 T TO EDGE OF 2 i 18' MIN. ;..fib PROTECTED TST-4 1.65 1.65 18,600 3' 5.80 10' X it 1' 40'X128' 52'X140' 627.0 RQU41UM ' ' ' ' ' AREA fEC1ED Z TRD-5 9.48 7.29 32,616 3' 33.32 11' X 1' 807X120' 92'X132' 627.0 1. A STABILIZED ENTRANCE PAD OF #5 WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET O Lo Lo o o •a CONSTRUCTION SPECHCATI®NS. 2 FILTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. co o~ o 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT t Tlf TOP OF 7K EARTH DKE OVM TM N.ET WE ALA? THOSE 4, THE KX AROLM AM LTA T}E NET PPE AM DMAN E ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL DM CARRYING WATEIR TO THE PPE giALL BE AT LEAST I FOOT SECTION SFW,L BE HAND TAMPED IN 4' LFL'S TO THE TOP OF F I~o•- f NOTES: TRD DENOTES ROCK DAM. STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. THE TOP OF THE NJET Lit AT ALL POINTS THAN THE EARTH DID ALL SEDIMENT SHALL BE REMOVED FROM ROCK DAMS AND SEDIMENT TRAPS AND PROPERLY F ONCE NOTES: DISPOSED O CE CONSTRUCTION IS COMPLETE. BUILD RIDGE HIGHER THAN DESIGN AND COMPACT WITH WHEELS OF 4. ANY SEDIMENT FILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. 5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN 2 THE PPE SHALL BE FLEXI)tE VMH WA7W TTaiT COWOM S. FOLLOW- F f4WE EIM AW ANY ICE M MANIENANU SHALT Ai.L TRAPS DESIGNED TO ACHIEVE A SEVENTY PERCENT EFFICIENCY IN REMOVING SUSPENDED SOLIDS (SURFACE AREA REQUIREMENT CONSTRUCTION EQUIPMENT, COMPACTED RIDGE MUST AT OR ABOVE DESIGN SIDE SLOPES OF SEDIMENT TRAP SHALL NOT EXCEED 2H:1V. GRADE AT ALL POINTS. WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN BANDS. FLEME PPE SHOLW BE STAM ON fflM SM BE PERFORMD AFM EACH STORM BY THE RNANQALL.Y RFS E APPROVED SEDIMENT BASIN SEE STD. NO. 30.11B. PARTY OR H!S AGENT. 'ALE TRAP VOLUME PROVIDED = BOT. WIDTH X BOT. LENGTH + TOP WIDTH X TOP LENGTH /2 X 3 DEPTH (EXCLUDES INTERNAL BERMS) CHANNEL MUST BECONSTRUCTED ON DESIGN GRADE. 6. SOIL STABILIZATION FABRIC (AS SPECIFIED BY THE DESIGNER) SHALL BE USED. I A RP RAP APRON SHALL. BE PROVIM AT THE OUTLET, F 00 cn Z - E Ln C) 4 FT. DEPTH TO TOP OF SPILLWAY + 1.5 FT. MIN. TO 2 FT. MAX. TO TOP OF DAM. 7. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 do 10.25) TO EMPTYM NTO A DL5T11UM AREA. b. OUTLET PPE 5F1D= BE TAKEN OVER OR THROUGii ANY SILT F04M ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE. TAKNG CARE NOT TO VOLD THE EffCllVEbIESS OF THE SIT F04M FENCE `~m 9 O © ert LEAVE SUFFICENT AREA ALONG DIVERSION TO PERMIT CLEANOUT AND REGRADING. is l` wwftl Ao% %..*m"ON ENTRANCE FLEXIBLE PIPE SLOPE DPAIN Qi: 0 nIt I Qb SEDIMENT BASIN DETAILS TEMPORAR"'T" DIVERSION DITCH ozZ u w (.9 1'u al low N.T.S. N.T.S. N.TS. N.T.S. cn w U O w o00Ucyin 3- s i~ s s ; t / ~ , t, ' , CONSTRUCTION SEQUENCE NOTES: ~ 1 7 t ~ 6 8 Q 4 / xo 5 / ~ r ~ 18 . r ' PHASE 1A UI~ER CONSTRUCTION ` f l I ` , ~ rl~ / t r' ~ ~ ~ / - , ~ ~ p~p ~p , ; ' ~l 1. OBTAW GRADWG PERMIT Ate ALL O7}iER APALICABLE PERMITS PRIOR TO ANY LAND DIS7URBW nGfGlt TO /11"PROYLV ERO.SIVI`I ~ ~ ~ . AC77VITY. DISTURBING N 0 .t N co N .184 ` / ~ CONTROL PLANS PREPARm BY ~ ` ` ~ ~ 2 SCHEDULE APRE-CONSTRUCTION CONFERENCE WffH THE OWNFR, ALL CONTRACTORS FOR LAN RS FOR LAND Z f.' J / _ LANDDESIC~I WC. ISSU~ FOR - ,4p ~ \ ` ' DISTURBANCE AND/OR EROSION CONTROL, AND EROSION CONTROL AUTHORITY PERSpNNEL TO 4NEL TO N ~ M f / 1 4 ~C ~ ~ ~ CONSTRUCTION i ~ ~ DISCUSS Ttf PROJECT AN TI-E EROSION CONTROL PLAN. ~ N L M 1 / 1 ~ t ~ - S / ! ~ ~ ~ ~ ` 3. RAG TI-ff CONSTRUCTION LIMITS AID MARK ANY TREES, WETLANDS OR EXISTPIG STRUCTURES i` / ~ ~ \ / ~ ^p ~ \ ~ ` NOTED TO REMAW. fRUCTURES o R .rte ,l / } _ ~ ~ t ~ _ r, 17U - I r a~ - ~ / _ , 1 r i 0 183 _ ~ , 10 - r } v P E waTek suRFacE, iev. 4. STABILQE CONSIRUCTiON ACCES5ES, WSTALL TEMPORARY STREAM CROSSNIG AT CREFIC, a: o u . - / 11 ~ ~ / ? / ~ 1 f Y `1 ~ ~ e ,'r P ST WA7~R SURFp1C~ Ef:~V 1 ~ ~ ~ \ _ T ~ ~ CONSTRUCTION ROUTES AND EQUPMENT PARKWG AREA WITH GRAVEL AND TEMPORARY VEGETAT ~ ~ \ O \ 1 f / ~ E W R ~SURFgC ELEV. EEK, cn L ;Y VEGETATION. M ~ t'.~ r \ . r _f f , r / / ~ ~ ~ ' ~ ~ ~ ~ ~ ~ ~ 1P~ Aga FntE, ~v: 5. WSTALL TEMPORARY SEDIMENT BASW, TEMPORARY pNQtSION DITCHES, PQtMANEM' SWALES, RO SWALES, ROCK ,a d ~ ~ ~ ~ - , ~ ~ ~~3 DAMS, SILT PENCE AND ANY EROSION CONTROL MEASURES AND DEVICES AS NIDICATED OH PLANS. ON PLANS. Z \ E ! ! 1 ~ - - - I~ ~ 182 1:~ ~ i ~ ~ \ ~ ~ ~ ~ ~ _ _ ^ . ~ TEMPORARY SEDIMENT BAS~1 SHALL BE SEEDED W(iWN 15 DAYS. / ~ M ~ - I i _ ~ , } t ~ f / \ ~ o i / t - { ~ ~ ~ ` ~ . ~ ~ I ~ ~ ` } ~.i -.~w ~ 6. CALL FOR ON-SffE INSPECT10N BY BJSPECTOR. WHEN APPROVED, WSPECTOR ISSUES THE GRADIN 2~ ` ` ~j~ ~ ~ /1 ~ PERM( AND QEARWG, GRUBBWG AND GRADING MAY BEGIN. fHE GRADING _ ~ ~ 1 s 2 / ~ ~ ' I t • ~ ~ i \ r ~ j -....LL4~~~ ~ ~y `t _ ~ 7. NO ENCROACHMENT OR WORK IS TO 8E DONE Wlil-UN 77~ CREIX BUFFEK AS WDICATED ON P ' RK: t I ,yyyJlllJllJj~~ ' it / + ( f I r 0 ` _ _ ~ ^~PRE IyATER - I.EV.' ATED ON PLAN. SI c7, t J ~ . I : - / / ® ~ - r~ ( ~ ` ` / - - ~ ~ ~,f ' ? 8. COKfRACTOR SHALL INSTALL ANY ADDfffONAL EROSION CONTROL MEASURE REQUES'IID BY TH 2~ ~ ~ _ _ / ~ I ~ i ~C~ ~ i J INSPECTOR TO ACCOUPfT FOR ANY FlELD CONDIi70N ENCOUNTIItm. r STED BY THE ,y • i~ } ~ F b~' ; r i ,r ' h~ ; ~ . ti ~ r CORPORATE " t r 1 '-RAP ON ALL E~ 175 1 _ . TST~ / ' Y ' 9. APPLY TEMPORARY AND PERMANErff STAB~IZAl10N5; SODDNIG, MULCHWG, AND RIP-RAP ON A N 15 DAYS : O • ~ / ~ i1• t f F ~ i / 3 ~ ' i ` ~ ~ ~ s'' ~ I'' ~ ~ I\ \ DISTURBED AREAS. GRADm SLOPES, PA.I.S AND FLAT AREAS ARE TO BE STABILIZED WITHW 15 DAYS 6 ~ 247 r - ~ ~ ~ f , oNC.~ connr~. .D~/~ ~ 0.93 AC. ~ _ \ t ~ / f' ~ t / ' ~ ~ ~ f DENUDED = 0.~ , C. ~ ' ' ' +J ' ' \ ~ ~ 10. STAB~QE ALL OPEN AREAS, TOPSOILS AND LAI~SCAPE WffH TREES, SHRUBS, SEEDPlG, Et'C. C i ~ f 1 / ~ I r OM HEY: 636.0 ~ / ! ~ l /I ` t' ; \ 1, 1~,;~ ETC. 176 ; 1 / - i ® ~ I C~IGY SPLLWAY HE1/,t,639.0 _I_ ~ ' ' ~ `fit, ~ ~ ;~l\ t1. EROSION CONTROL DEVICES SHOULD BE CHECKED PERIODICALLY AND AFTER EARLY MAJOR STO ' BHtM HEK__fi40J1. ~ MAJOR STORM y, I? I J f f~~~`,,' . % ~ / \ ~5 i / ' f ~ , I ! sr EVENT. IF ANY FA~URES ARE FOUND THEY SHOULD BE REPAOtm AS SOON AS POSSIBLE. O , y, ~ ~ RE WA?ER $ RPi1CE' ELEV. . ~ J ~ , ~ sz-wad w Fac€ e«v., 72. MAINTENANCE INSPECTIONS SHALL BE PERFORMED WEOQY A~ AFTER RPJNFAlL REPA92S SHALL 4 ~ _ f ~ 1 \ ~ _ ~ 4 _ r / ~ J ~ tPE: 629.371 ER ARS SHALL BE ~ / _ - ~ ~ ~ ~ _ / ~ ~ P ~ t~ ~ , I' _ s PERFORMED IMMmIAIII.Y REFERENCE NORTH CAROIJNA EROSION ' ~ ~ / AND SFDlMENtA710N CONTROL WATE SURER pCE EL~y; . :ONTROL - AL p 211-64 / t , ~ ~ s~$ \j ; ~ 38 ~ , ~ ' ' f ~ ~ ~ ./P~ a MANUAL SECTIONS 6.01 - 6.02 FOR ADDITIONAL It~ORMATION. - ~ ~ ST WA'tE(j SURFACE EtE~ 1 ~ ? 0~ / \ 177 ~ - ~ / - \ : / ~ ~ FPE 629.13 ~ ~ 6.0 y9 , ' ~ f y ~ ~ ~ _ + 1j 13. THE COMRACTOR SHALL MAIM'AIN CLOSE CONTACT WITH THE Q20510tJ CONTROL WSPECTO ~ ~ 3 ~ , , ' ~ 6A0 - / ~ 6 ~ ~ ` , ~ _ 'l~ SO THAT PERIODIC WSPEC7'IONS CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION. Q r ~ INSPECTOR N C J E.E-* • / l r' . - !f? ~ \ e N6 "W ,TRUCTION. r J I + ® / Iti / 1 I® ~ _ - ~ / \ l . ~ ~ ~ F ..ys _ o ® ~ E~ ~ ~ , ` sva,i ~ ~ / - ~ ~ ~ ~ 14. REMOVE AND UNDERCUT AI.L TEMPORARY SEDIMENT TRAPS AFTER ALL AREAS 1-fAVE BEEN BEEN 1 t ~ \ . - - % ~ , PERMANENTLY STAB@.IZED. CONSTRUCT STORMWATER QUALITY PONDS. ALL SILT FINCES AT ~ I AT ~ / / r \ / ~ ~ - ~ ? / \ ~ STORMWATER QUALITY PONDS TO REMAW UMH. SLOPES HAVE BEEN STAB~.IZm. ~ i / ~ - r - - 'fr f. . ` ~ / - , - f ~r ~ ~ \ ~Y ~ ~ ` ~ / ~J~,--" ~ - 15. REMOVE ALL EROSION CpNTROL MEASURES AFlFR ALL AREAS THEY SERVE HAVE BEEN ti, l ~ r / ~ / / ~ ~ t - ~ I ~ / ~ _ iI ~ ~ ' • ~ / / PERMANENCY STAB~JZFD. \ y f.. r i s ~ •-,7- ~ ~ ~ 0 - ~ ~ , ' - ~ ~r~NSG _ if ~ ~ , / ~ ~ / LEGEND : ~ / / y. 'l. S 'Pn ~ ~ ~ , s*'~F ~ .rl / / DRAWAC~ SIRUCTIJRE ~ / 1. S - - _ :_1 ~ s ~ ~ ? - ~ /'`sue. ~ t'~ ~ ~ / i J .I - / s~~za"'s ~ DROP IP9.ET PROTECTION ~ 4 ~ / ~ - ~ - / s r _ - ~ - - ~ ~ r1 l~ ~ ~ - ~ ~ ' coNSixucnoN ~rRar~ce . ' ~ ~ c a ~ ~ ~ $ : r-- ~ ~ / i \ l~ d / ~ / r'• t / ~ is i ~ _ , - ~ ~ 6~8 = ! , ` ~ ~ i _ ~ ~ ~ , ~ , ~ j - $TO~ C~II~LEf CT1fPlC~U / r ~ / / WfiH BAFFLES 1 ` ~ ~ - ~ ~ k ~ / , \ ! ` ~ 1 f / / / ~j/,, _ - / ' i'EMP. SEDIMEM' TRAP TST ~ - / / : . , ~ ~ _ _ ^pROW ~SLT~ , 1 ~ \ 6 _ ~ ~ ' I ~ ~ - ~ 4 TEMP. ROCK DAM TRD ~ / - ~ ~ / o r \ 0 i r ~ / ~ ~`s ti r Y \ ~ / ` _ \ ~ ; g i ~ ~ ' i\ ~ / ~ ` i - / \ •h I / \ ~ - ~ ~i . I ~ ` ` ~ \ \ ` DEMJDm AREA DEN. ® - / \ i r ~ ~ f ` ~ \ ~ / ~ '46~'!~ FLARm EIVD SECTIOiV (FESI ~ . ~ ~ ~ A A - ~ ~ ~ ~ ~ ~ ~ P ` \ . ' ~ SsP 28 . TEMPO~RY D~IJFRSf ON ~ y. 1 ~ - v 34 ~i'' ~ ~ ~ 1 ~ ~ ~ ~ ? ~ ; ~ RF cE E~~~ , ~ Q(TCH ~FTYPICAIa ~ . / sTOr~ ~ war I ;r i E WP '.p 2 _ - F'' ~ \ 5 wP~R vE~ \ \ DOUBLE ROW Si.T FENCE I ~ s \ 1 ~ • - / , . ~ E r - / ~ / 1 l ,I ~ / / L- - - 638 - / ~ ~ ~ ® . ~ - ~ ; $ ~ f _ 0 ~ ~ I' ~ ` ~ - ~ unurs of o~snms,~ce ~J.1..~.J i ' J t l / ~ ! ` ~W~ , , .NOTE. _ (SFIADm AREA) PREVIOUSLY PQtMfTTm : ~ } ~ / ~ ' . _ % ' ~ ~ ~ ~ 3:~~FU. sio~ r~srai ~ t r ~ - - 4 F RESAY - 6 r~ l l ` TEMPO[tAR~ OTE~RON _ _ _ TEMP. ROCK CtfrCK DAM Z - \ ~ 1 / \ ~s s"'0 ~ / 4 r. ~ / ~ 1 r ` l MA'~'~~p~~ S _PER-NAG TEMPORARY STONE OURFf -i-i*--t- O ! I r 1 t 't ` A - X / 5 1 1. ~f \ \ \ 80T. EL HORSESHOE SHAPE CHECK DAM 624.0 r \ I t ` 1 TEMPORARY SLOPE DRAW -75D~ Z MH 1 _ c~ = O c s 0 1 / V FOAEBBk 4=J cd (n TOTAL DENUDED AREA =10.3 Ac. tv n3 Q ,s f 411 u W - FORE6AY / ~ DEVH.OP6i: NOTE: 60T EL' 624.0 ACED ON A Q _ CATAWBA F¦LS LLC ALL PERMANENT CUT AND FILL SLOPES PLACED ON 'RUCTED AT / - ; SHARON ~W SUITABLE FOUNADTION SHALL BE CONSTRUCTED A .~Ap, 3:1 (HORIZONTAL TO VERTICAL) OR FLATTER ALL C /7 TER. ALL CUT a u AE&AY /F _WITN F y yg ~v'Y~O~y NC 2821 AND FILL SLOPES SHALL BE MATTED WITH TEMPORAI I TEMPORARY i r' CONTACT PERSON -BOB DBVST PROTECTION MATERIAL S 150 PER NAG OR EQUAL PEI L EQUAL PER g < 1)2 \ t t 630. f 1 Z•/' ~ I, p ! I 704-30"M MFG. SPECIFICATIONS. wU i ~QV BOTTOM 0 - Ql 6~ cr e' . F~bREBA.Y avg. o~c~NC: zg Lli r b ~~OO v SMLWAY j 0.74 EANOESIGN INC ZED I BERM HFY: 6 o ~ ~ 1 , ~w 4f* .~EN. 223 N CRAHAM STREET DOTT." M, Uo cr- off" 11m SL T~4 NC 28202 CHARLOTTE s? u: A CO r ; ON - KEVN \~VO/~,CC~~~1.. NTACT P9iS cn cn - (TYP o /g 16-5 AC. Z O ~ooo MENUDED 1.65 AC. SURYEYM BOTTOM E". 624.0 t CAROLNAS DESIGN GROUP, PLJLC 11.74 l co 01% YOU DICE A SE'Q1fiAY B"; 627.0 TST 3, j . BERM ELEV. 62&0 201 WEST SECOPD AVBJUE GASTONA, NC 28052 41. Olin CONTACT PERSON - GEitALD SOSEBEE cau. aoo-°ss2°- l N.C. ONE-CALL CEN t0-632-4949 ALL CEN77ER ~ ~ y f TH.I 704-854-9328 rrs THE L-,ovM iE-= LAW! co /S CROSSNG can Cl 0 / - TTOM EI.EV• 626. AYW GRAPHIC SCALE IN FEET / C-QNmcTm CONCORD BULDERS, NC =ELT L _ o now~ 204 BRAIVQiVEW DRIVE so 0 50 i 00 C] O W ~ 00 150 m `o r o p m 11 1 0 ztli / 1 ~ .~"ter CONCORD, NC 2W25 U I u i COMPACT PERSON -DAN DUNGAN Q~~~U Q Uj Lij ---.c • oR / f iEU 704-782-7417 a =W a0uOVC vi s m el^ SA r N O N co NOTES: N z 1. PL~W'f)IVG 508. BED TO BE A MWIMUM OF 4 FT, W DEPTH. 508. MUST BE SANDY LOAM, LOAMY SAND OR LOAM TIXTURE WITH A CLAY CONTENT RATfIJG FROM TO T4 T5 PERCENT. TI# S0~ MUST HAVE AN N M 8VFlLTRATION RATE OF AT LEAST T WCH PER HOUR AND A PH BETWEEN 5S AND 6S. W ADD>PON, O N L M THE PLANT)NG SOIL SHOULD HAVE A i5 TO 3 PERCENT ORGANIC COMENT' AND A MAXIMUM 500-PPM S M ' CONCENTRATION OF SOLUBLE SALTS. Uo h 2 THE MAXIMUM PONDWG DEPTH W TT-8: BIO-RETENTION AREA SHALL BE 6 TO 4 BVCHES. 3. A MULCH LAYER SHALL BE PROVB?ED CONSISTWG OF 2 TO 4 81CHES OF COMMERCWIY AVAB.ABLE L LL: U FBVE SHREDDED HARDWOOD MULCH OR SF~BtEDDED HARDWOOD CFBPS. t/s Ln 4. THE I~lDERDRAN COLLECTION SYSTEM SHALL BE EQUIPPED WITH A 6-WCH PERFORATED PVC P8'E W E s 0 Q AN T2-BdCH GRAVEL LAYER. THE PIPE SHOULD HAVE 3/8-WCH PERFORATIONS, SPACED ON 6-WCH M td CENTERS WITH A MWIIMUM OF 3 HOLES PER ROW. THE P8'E IS SPACED AT A MAXIMUM OF TO FT. ON CENTER, AID A SUM OF 0.5% SLOPE SHALL BE MAINi'AWED. A PERMEABLE FB.TER FABRIC 1S mom M ~ z o PLACED BETWEEN THE PLANTWG 508. BED AND THE GRAVEL LAYER. m h 5. TILE F8IBERM/OVERFLOW WEBt SHALL BE COMPACTED TO 95% STAt~3ARD PROCTOR WfTH S08. TNtIT N ~ LS NOT FBGHLY PERMEABLE OR WHICH DOES NOT EXHBCf SfGI~TCANT SHRWK SWELL OR DLSPER510N PROPERTIES. 6. PERMANENT C~tOUND COVER SHALL BE ESTABLISI~1 ON THE BERM WfIH A PERMANENT EROSION CONTROL MATTWG BEWG tIfB.LxED, 7. A RIP-RAP APRON SHALL BE ESTABLSHED AT TFB: FLARED END SECTION DISCHARGING TO THE B10RETENTION FACILRY TO REDUCE VELOCITY AND PREVENt EROSION. 8. SLOPES SHALL BE GRAD~7 NO STEEPER THAN 2i. v 9. STRUCTURES OR FLARED END SECTIONS AT ALL WLFfS AND OUTLETS OF ALL P8'E SYSTEMS iN0 CMP - CORPORATE OR NDPE FES ALLOWED) ISWDM 63.9 T0. MWIMUM 2' COVER ON PIPES. EAL... Tl. R8'RAP FOR ALT. PIPE OUTFALLS i0°/o SLOPE, MW. L=TO', MW. DEPTH=16" 1CMLD5 ~ 20231 2" - DOUBLE ' DOUBLE C Ng HAMMERED HARDW( UNDE6~DRAIN COLLECTION MULCH RED HARDWOOD POI~B+IG AREA 6" - 9" MAX. SYSTEM b" PERF. PV CLEANOUT {TO BE { Cl INSTALLED EVERY SOl CONSTRUCTION SE UENCE. ill f' 111 M AMMENDED 508. CONSISTS THE CONTRACTOR SHALL FOLLOW THE BELOW CONSTRUCTION SE UENCE R IS ABSOLUTELY RE URED A&In ° Q Q OF 80I° CREEK SAND AND 20°lo COMPOST. THAT ONCE ThIE PLANTB+IG 508. !S WSTALLED NO SEDIMFMATION BE ALLOWED TO CONTAMB~IAT7: THE - iT0 BE CERTIFIED FOR T YR.} DEVICT:, IF CONTAMWAITON OCCURS THE CONTRACTOR W81 BE RE UBtED TO REMOVE AND REPLACE THE Q T 6" SOLD PVC DISCHARGE • PIANTWG 508. A HLS COST. 1164 _ END OF RIP RAP LE SHOWN ON PLAN CHANNEL S'-0" OR B10RETENTION 1 2 & 3 ONLY ROUGH GRADWG. • !F } 1 PROVE A 5'x3'xb" RIP-RAP 2 EXCAVATION OF RETENTION AREA. ~ ~ ° ° ® ° ~ APRON AT All PVC SUBDRAW NON-WOVI NON-WOVEN , 3. NO ADDITIONAL WORK W8.1. BE PERFORMED IN TI-~ CONSTRUCTION OF TF~ REIiI:NTfON AREA UNTL FILTER FABRIC . , ~ ; . BED ;.s~ . ya~ t ~,i + 4 r t,~ ~ s L Y ~ , Y LATERAL SAND COMR>$U11NG DRABJAGE AREA L5 GRADED AND STABIL1Zm. OUTLETS. FtI.TER FABR ; .~_:r : ~ Ts fBIORETEMTON FAGS 4. ~ RETENTION AREAS ARE USED FOR SEDIMENT AND EROSION CONTROL DURING SITE CONSTRUCTION BERM/OVERFLOW WERt :tier.: yi~.'rx`.. :.1'.;'j.' i ;t'X:.r.o-~c.~ S B 0 ACTNfF~.S, AND AI=fER THE SITE 15 TABILIZED, THE RETENTION AREA SHALL E UNDER CUT T REMOVE ALL SEDIMENT. GRAVE #57 SC ~gVEL, LAYS S. FBVAL GRADBVG AND EXCAVATION OF RETEMION AREA. #57 SIZE STONE 6. UI~ERDRABd P8'B~IG AND GRAVEL. INSTALLATION. 8" M~ MAXMUM 7. GRADED SLOPES AD CfM TO RETENTION AREAS SHALL BE TREATED WCIH POLYECRB.A~G}ES TO 1A UNDER UNDERDRAW STA68.IZE SOIL, EROSION CONTROL MATTBVG WSTALLED AND SLOPES SEEDED. O COLLET P NDED AREA b" PER i COLLECTION 8. 8~1STALLATION OF ENGWEERED 508. W RETENTION AREA. i6" PERFORATED P8'E? OF LANDSCAPWG AID MULCH. 9. eVSTALLA710N LANDSCAPING: SEE SHEET C-16 FOR BlORETENTlON LANDSCAPCNG NOTES AND DETAIL. S I RETENTION FACILITIES OPERATI01~1 A D I TE NCE AGREE~r~NT: B O N MAN NA THE HOMEOWt~RS ASSOCLATION LS RESPONSIBLE TO PERIOtT1CALLY CLEAN THE fACB~'TY REMULCH HARD SURFACE LEVEL SPREADER AND REPLACE DEAD DYWG OR DISEASED PLANT MATERIAL [ NO CIRCUMSTANCES W8L T1FIfltE L3E TO IXTE~ APPROX. 1 ENCH ABOVE ~ i GRADE TO DETER EROSION OF BERM. • ALLOWED TO HAVE ANY SEDIMENT OR EROSION TRANSPORIID TO 1T-~ BIORETENTTON FACBIITES OR ANY OTHER ~i.UENT WHICH MAY CREATIr AN`'~R~PEItMEABLE LAYER oN THE FACM.CIIES. ' ~ I SUGGEST bx6 WOLMAMZED TIE ANCHORED WC1H 4' LONG REBAR ly i SECTIONS ON 6' 3 CIFIVTERS THE BIORIETENTION SYSTEM LS DEF~D AS Ti-~ REICENI'ION AREA (PONDBVG AREA), MULCH AND 4 LANDSCAPBVG WffWN THE RETENTION AREA, AMENDED SO)L OR PLANTING 508. SUBGRADE AND SUBDRAN w'i1H GRAVEL BED AND FlL11:R FABRIC. STABlLZE Fill. BERM W! -RAP APRON {LEVEL) PE~tMANENT MATTING 5150 FOR THE F8t5T COUPLE YEARS, PLANTS AND TREkS MAY NEED WATER UN11L THEY BECOME ESTABLISHED. RIP RAP PONDING AREA PER NORTH AMERICAN GREEN ~ " ESTABLISH GRASS PER FROM CUL-D b E-SAC o SEEDNG SPECIEICATEONS • MAWTENANCE ACTIVf11£S SHALL BE PERFORMED AS FOLLOWS: I 6" 1 I ~ o t AFTER EVERY SIC~V~-1CANT RUNOFF PRODUCING RAWFALL EVENT AND AT LEAST MONTHLY: =1i I~ ~ ~ A. VISUALLY INSPECT AND REPABt ANY ERODED AREAS, REMOVE TRASH AND DEBRfS. B. RE-MULCH ANY V081 AREAS BY HAND AS NEE[?ED. -11 I~ II f1=11~i~ _~11~I~l~II~I! C. AFTER RAWSTORMS, W~'ECT TIC RETENTION CELL AID MAKE SURE DRAWAGE PATHS ARE CLfAR 4 ~~-~II~II~II>=41~ . I l ~~1 cif "i 1 3 AID THAT POND~lG WATER DISSIPATES OVER 4-6 FURS. KEEP W Mf(VD, THE BfORETENTION CELL IS NOT A POND. R SHOULD NOT PROV83E A BREFDWG GROUND FOR MOSQUITOS. MOSQUITOS BERM/OVERFLOW WEIR NON-WOVEN • ~ • • - . };..:...;.y:Y... ~ i,::''::..,:: COMPACTED TO 95°/a FILTER FABRIC t~ ~ , , ~ ~ NETT) AT LEAST ~ DAYS OF STAI~IG WATER TO DEVELOP AS LARVA. D. WEED REGULARLY, F NEEDED. Q ' • z t: t~,,~,~, ~~_..~..:~~:~F.=~->.~ -<t~;?.,v v~,~tL , STAImARD PROCTOR 2 EVERY fi M' 3tVTHS: 1' LATERAL SAt~ BED ~ ~ ~-.,,.a'~,: CLEANOUT A. ADD A FRESH LAYER OF MULCH A5 NEEDED. TIC PREVIOUS MULCH MAY BE REMOVED AND DISCARDEDTO AN APPROPRIATE DLSP05AL AREA OR RETAU~D ~ IT IS DECAYED. THE MULCH SHOULD BE PLACED TO DEPTHS NOT TO IXC® 3". SEEDED GROUt~ COVER OR GRASS AREAS SHOULD NOT GRAVEL LAYER RECEIVE MULCHWG. #57 SEZE STONE 8" MII~OMUM B. VISUALLY WSFECT VEGETATION FOR DECEASE OR PEST PROBLEMS, ~ TREATMENT 15 WARRAM333 [lAtf~FRllRA1N 6" SOLID PVC USE LEAST TOXIC APPROACH. REMOVE AND REPLACE ALL DEAD AID DECEASED VEGETATION /•'l111C1IlLT]Ctl DCV~"IAIR TDCAT?ICAFI' COLLEajok - %.V1NJIUA\W DGI vra! 11%LJ-%l NULL 1. (V PERFORATED PIPE) 3. ANNUALLY: A. CHECK THE pH OF THE PLANTING SOIL. APPLY AN ALKALINE PRODUCT, SUCH AS LIMESTONE, J Z cn LU IF NEEDED. B. PRUNE EXCESS GROWTH. TRIMMED MATERIALS MAY BE RECYCLED BACK IN THE REPLENISHED t'C3 MULCH OR LAND FILLED IF THERE IS A CONCERN OF HEAVY METALS ACCUMULATION. C CORE AERATION OR CULTNATING OF UNVEGETATED AREAS MAY BE REQUIRED TO ENSURE ADEQUATE FL TRATION. SECTION TYPICAL D. THE OVERFLOW STRUCTURE SHOULD BE INSPECTED TO ENSURE: THAT IT IS FUNCTIONING. 0 ACCUMULATED TRASH AND DEBRIS SHOULD BE REMOVED AS NECESSARY. > Print name: Title: Address: L Phone: U Signature: Z Q Date: v z The ~ i~.gtlil}+ respo n,:.-Ible party Should not rt be a ho rn~c.~;°• ' `'.,rr ws.~ ^yic ~lotion sIi;ic;:~r '50%, ~T ~ Edot=v: tft0lt": than J 1 CL the its have been sold and a resident of the, subdivision hos ;}eery mimed F?:e President. U.j I-- 11 a Notary Public for the State ......m_,a County of r.L do hereby certify that ~:vrsantali,, oppeored w before me this--day end acknowledge the due execution of ',he forgoing Lu V) t [wetlan~J; detention basin maintenonce requirements. Witness my hand pond offlc cl seal, Z O f i 1 C) m~ (D S L o ° My commission expires cn ~ ao I I ~ . ~ ~ LL ~j Lij m J o LIJ Q a0C)UCYv)Cll. ~ s Y3 M CLASS B CONCRETE TO BE USED C}PERATIQN AND MAINTENANCE BRICK C~ MUTY BRICK Y MK ~ ~ S~DBED PREPARATION NOTES N cuss oR MEE~AN s+~ OF BERM AND ts~GTH, wtmi ANp t~''Itl of APRON TO BY THE evc~t. WSPECTION EVERY MONTH TO WCLUDE Tl-'CE FOLLOWWG: t CHECK AND CLEAR THE ORGFICE OF ANY OBSTRUCTIONS. 00 N 1. SURFACE. WATER CONTROL MEASURES TO BE WSTALLED ACCORDW 2 Ri'RAP 5HOlRD EXTI~VD UP BOTIi SDES Or~ T!1•E APRON AM? AROUND TFE END PLAN. COMPLETE C~tAD~lG BEFORE PREPARWG SEEDBED. :D ACCORDWG TO D. 2 CI-f£CK TIC WETLAND SEDE SLOPES; REMOVE TRASH AND REPA~t ERODED AREAS BEFORE T}-iE NEXT , u OF TEE Pff OR CULVERT AT TEE D~4IARGE Otl1tE1' AT A MAXWItJM Si.OPE OF 2 AREAS TO BE SEEDED SHAD. BE R~'PED AND SPREAD WITH AVAILAE 3 MTH AVAILABLE RAWFALL EVENT. z 2rt AND A EE~•I'Y NOT f~ THAN TWO TEEtD5 Ttf PQE DIAA+lE6ER OR TOPSOIL 3" DEEP ON SLOPES 21 OR FLATtER. TOTAL SEEDB® PREPARED DEPTH SHALL BE 4" TO 6" DEEP. ~ SOILS ARE SEEDB® WSPECTION EVERY 3 MONTHS TO WCLUDE THE FOLLOWWG: M TEE APRON TO COMPACTED DURNG CdZADWG LOOSEN TO A DEPTH OF 6" TO 8" Sw THERE SHALL ~ NO OVERftOW RtOAS TFE END OF THE ~ t WSPECT 1NE COllECTION SYSTEM (LE. CATCH BASWS P~WG, GRASSED SWALE5) FOR 12" RCP OFb"T08". ' PROPER FUNCilOi~NG. CLEAR ACCUMULATED TRASH FROM BASW (MATES AND BASW M A CP o tV L M sutFACE OF TEE RE(BNtVG GFiAMB. TEE AREA TO BE PAVED OR RPRAPPEti 3. LOOSE ROC~CS, ROOTS AND OTHER OBSTRUCTIONS SHALL. BE REM{ ~ SHAH. BE UNDBtCUT SO THAT TEE NYBtI' OF TEE APRON SHALT. BE AT TEE FROM THE SURFACE TO PREVENT WTERFERENCE WITH ESTABLISHMEI' EiAll. BE REMOVED (W TERTIGHTI 'ERTK;HT) r Vo SAt~ C~tADE q~USED YVtIEE TEE SURFACE OF TEE RED CEIMt~B~. TEE AND MA9~ffENANCE OF VEGETATION. ESTABLISHMENT BOTTOMS, AND CHECK PPWG FOR OBSTRUCTIONS. 2 Ct~CK VIfECIAND WLET PPES FOR UI~ERCUTTWG, REPLACE RPRAP, A~ REPAEt BROKEN PEES. 0.75" DIA. WQ APRON SiiAlt HAVE A CUTOFF OR TOE WALL AT THE DOHrirISTREAM EPD. 4. APPLY LIME ACCORDWG TO SOfl. TEST RECOMMENDATIONS. S0~ ?T]ONS. SO~,S 3. RESEED GRASS SWALES TWICE A YEAR AS NECESSARY. REPAY ERODED AREAS UvtM®IATELY. RELEASE IS NOT WSPECTION EVERY 6 MONi'FIS TO WCIUDE THE FOLLOWWG: LL o THE WDTH OF TEE ~D OF THE APRON SHAtI. BE EQUAL TO TEE BOTTOM WITH pH l-$GH~ THAN 6 NEED NOT BE I.UvIED. ~ pH IS NOT WoTH OF TEE Rl:{BVNG a~ MAXW{UM TAPER TO REC'HVNG c><iAN~I, Sit KNOWN, APPLY W4E ACCORDWG TO SEEDWG 5PECFlCATIONS BELL ~ATIONS BELOW. t CF~CK SEDIMENT DEPOSITION DEPTH AT VARIOUS POINTS W THE WETLANDS. IF DEPTH LS 6" OR ~ N ~r- APPLY L~'NESTONE AID WCORPORATE INTO TOP 4" TO b" OF SOS. ~ ALL ~titAE)E FOR STRUCTURE To BE GOMPACfFfl TO 9596 OR GREATER. 5. APPLY FERT~.TZErtt ACCORDWG TO SOIl. TEST RECOMMENDATIONS. O b" OF SOS.. GREATER, SEDU~ENT SHALL BE REMOVED AND VIfETLAND SHALL BE RESTORED TO 0~ DESIGN 6. THE PlACNG OF EITHER LOOSE OR COMPACiEt) N TEE RECBVt~G NO 50~. TEST HAS BEEN PERFORMED, APPLY FERTB.CZER ACCORDWG 1EIVDATiONS. ~ ACCORDWG DEPTH. M C th (d PLAN {}~,g gam, ~ BE ~0~, TO SEEDWG SPEC~fCAT10NS BE10W. 6. ROUGE~N SEEDBED SURFACE PRIOR TO APPIJCAT10N, GROOVE OR 2 OWNER IS RESPONS~LE FOR PROVIDWG A PUMP TO DRAW TIC POND Aim FOREBAYS FOR ROUTWE GROOVE C!R MAWTENANCE AND CLEAN OUTS ~ NEEDED. Z B 7. NO BEND OR CURVES N TEE HOREZONTAL AI1C~1M9~tt OF TEE APRON W11. FURROW SLOPES STEEPER THAN 3;t 3. OWNER L5 RESPONS>SCE FOR TREATWG THE POt~ WITH POLYACRYLAMI<7E PER NIANUFACTIJRER M ~ t ~ 7. FOR TEMPORARY SEEDWG OF AREAS WHCH WILL NOT BE BROUCr} IT BE BROUC~f1' TO CATIO S AND C A THE PRl R SPECIH N ONT CTWG CCtY OF CHARLOTTE EROSION CONTROL OFFICE 0 TO ~1.LOW THE N ~ {RY FWAL C,'RADE FOR MORE THAN 1S WORKWG DAYS, FOLLOW THE TEMPORARY SEED~iG 5PEC>FICATIONS BELOW. DRAWWG THE PCNVD FOR ROUTWE MAWTI:NANCE AID CLEANOUTS. 4. AFTER A RAWFALL E1JEM, WSPECT STORMWATER WEItAI~}S TO ENSURE THAT THE BASW 15 OPERATWG AS DESIGNED. 5' W GRA»E 5. WISPECT WERAND SIDE SLOPES AND REMOVE ANY WOODED VEGETATION. \`,~VVtttl!!ff III - MAIrITENANCE AS REQU~tED: COAT W51DE & OUTSIDE - PERMANENT SEEDIN G SPECIFICATIONS PS ~ RP RAP = - , PS t MOW THE SIDE SLOPES ACCORDWG TO TI-~ SEASON. MAXIMUM GRA55 HE1G!-fT WIT.L BE b". OF BRKC RISER WEIR TYPE "S" WATER PROOF CEMENT ~~E SIGN H ~y E i LOW MAINTENANCE AREAS III SIRttCIURE O-fLOW IAMElER ~ OUTtEi' APRON APRON APRON SIGWE 2 TI-~ OR~TCE IS DESIGh~D TO DRAW DOWN THE POI W 4-b DAYS. ~ DRAWDOWN 15 NOT ~ ~ ACCOMPLISHED W THAT TIME, TI-~ SYSTEM MAY BE CLOC~D. TIC SOURCE OF THE CLOGGWG • CORPORATE (c~1 PIPe ?~r.otxtr t~rrG>}t ~tQn~ ~ttctrrress IYASS STEEP SLOPES OR STONY, SHALLOW OR DRY SOILS (~1 (~~1 (~1 (~1 ftN1 DATES ~ TYPE solLS / MUST BE FOUND AND ELIMWATED. - RATE RATE 3. ALL COMPONENTS OF THE STORMWATER HIETI.AI~? S STEM MUST BE KEPT W GOOD WORKWG ORDER. / / Y a / TOP C?F WER 6255 SEAL.- WET. 1 9.33 1 4.54 20 12 12" 2 AUG. 25 - SEPT, 15 TALL FESCUE 100 100 LB/ACRE 30 LB/ACRE 4° #S WASEH} STONe " FEB. 1S ~ MAR. 21 SERICEA LESPEDEZA 30 WET. 2 1.16 1 4.45 20 12 12 2 KOBE LESPEDEZA 10 LAY~t OF RTER fABRlC 1 o LB jACRE 1 ACKNOWLEDGE AND AC~tEE BY MY SK~NATURE BELOW THAT I AM RESPONSIBLE C, NDTEc hW{4~M Fh2/3 DID GENTLE SLOPES, AVERAGE SOILS 6" DIA. OR>FlCE FOR THE PERFORMANCE OF THE MAWTEhIANCE PROCEDURES LISPED ABOVE. I 1 !l~ffft1111tiVt~\ DATES TYPE RA SECTION ~ AGREE TO NOTIFY DW OF ANY PROBLEMS WC(H THE SYSTEM OR PRIOR TO ANY 1 RATE Q AUG. 25 -SEPT. 15 TALL FESCUE $0 CHANGES TO THE SYSTEM OR RESPONSIBLE PARTY. $0 LB/ACRE ~l V iiitllf FEB. 15 -MAR. 21 SERICEA LESPEDEZA 20 KOBE LESPEDEZA 101 20 LB/ACRE Print name; 0J5" DIA. WQ 1o LB/ACRE HIGH MAINTENANCE AREAS i I , 624.0 RELEASE t c, GENTLE SLOPES, SOILS WITH AVERAGE OR BETTER MOISTUf :TTER MOISTURE, cool sITI:s Address: PE~tMANENT 623.25 GATE VALVE DATES TYPE RATE POC}I. 3 3 i 3 i i AND L~"i' Phc~; ; : GROUT WATER - s _ Tr WATER ©g 164 : - . AUG. 25 -SEPT. 15 BLEND OF TWO TURF-TYPE ~ ROD ~ POND BOTTOM = 6225 t~iT F-TYPE 200 - 250 LB/ACRE aigrtat~,are; r I V I I ~ TALL FESGUES (90%) AND AND ~ 3 IN TOP OF DAM ELEV. WEIR ELEV. TWO OR MORE KENTUCKY BLUEGRASS VARIETIES (t0%) :S (i 0~) 6" FLG x PE WAIL ~ 12" RCP 'eta WETLAND #1 &31.50 629.90 GENTLE SLOPES, DRIER SOILS, PHYSICAL UMlTAlIONS TAlIONS Nptr~: The I~ olly res ansiliic: c~rtV shpuld rcpt ~C a hnmE:pwr•~f{r's asspcigtian unless rnprF: than ~0 o pf P~'E -GROUT {WATERTIGHT? ~ ~ ~ ~ 620.1 /!//ft1t141tiVV~ 1T) L l DATES TYPE WETLAI~ #2 Ei28.00 b25J5 . RATE the tats have beer? said and a resident of the subdivisipn has E1een narr~ed the pre,ident. WATER TIGHT AUG. 25 -SEPT. 15 BLEND OF 50% KY-31 TALL t 31 TALL 200 - 25 LB A R ~ 0 /CE , , FESCUE AND 50% MIXTURE OF TWO OR MORE TURF TYPE IXTURE Ip a No~ary , srblra fclr the State of Ca;~nty ref 620.1 URF TYPE : Z. i ~ s ~ ~ ~ ' ~ ; do hereby certify thct Isersprrc3Ey c~peored ~ ~ ; ~ -.,4 TOP OF DAM VAR TOP OF DAM TALL FESCUES befare me this..._,.day o#__..-.._..___._......_...,._______.., and a_k,.a~rl~dge the due ere,.ution of ~h~ ~.,r~_r:~~ ' ~ PLAIN ° GRASS-LINED CHANNELS, AVERAGE SOILS N i~ p ~a cents. r ss my and grid Gf c,al •I, , ~ " 3 ~ ® ® DATES TYPE \ 3 RATE 4~~::t ~~rrctit,r~Jj detGriti n sin mc:intuncr.^.; rer;~irr~rr '`dt^,~ fi _ ~~a~ ~ 12 \ AUG. 25 OCT. TALL FESCUE 1 ~ /i~//\//\/ 1 3~ GRASS-LINED CHANNELS, DRY 5OELS 4 200 LB/ACRE OR 3 Y-O" 4 - 5 LB/1000 SF ` ~ ~~i//\/ I DATES / ~ TYPE RATE € . EMERGENCY SPILLWAY APRIL 15 -JUNE 30 GOMMON BERMUDA GRASS E GRASS 40 - $0 LB/ACRE OR ' r\ \ 1 1 - 2 LB/t000 SF AMENDMENTS SHALL. BE APPLIED AT THE RATE OF 4000 LB ACRE ~ AGRICULTURAL LIMESTONE AND 1000 LB/ACRE OF 10-10-10 FER11L 00 LB/ACRE OF GROUND •10-10 FERIIUZER. N.T.S. ORY SOIL, GRASS-LINED CHANNELS SHALL USE 300D LB/ACRE OF ~-PIE~Gv1A~NT EROSION AGRICULTURAL LIMESTONE AND 50D ACRE OF 10-10-10 FERT1Li. LB/ACR£ OF GROUND , LB/ C®NTROL MATTWG MULCH SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE OF STF l0-1o FERTILIZER. CLASS B CONCRETE NACRE OF STRAW. TO BE USED JNCRETE STRAW SHALL BE ANCHORED BY TACKING WITH ASPNAI_T. NETTING ANGHORING TOOL. JUTE OR EXCEL510R MALTING SHALL BE USED IP tLT. NETTING OR MULCH _L BE USi:D IN GRASS LINED CHANNELS TO CALCULA11:p HIGH WATER DEPTH. ~ t .L LaIL 1' BRICK N.T.S. P~4~a anrnmi;~s3Gn eXuir.~.5 TEMPORARY SEEDING SPECIFICATIONS S S 0 E~ GENERA. N T DATES TYPE RATE 3, _ AMENDMENTS JAN. 1 - MAY i RYE {GRAIN} 120 LB/ACRE t HOMEOWNER'S ASSOCIATION SHALL BE RESPONS~LE FOR ROUTS OPERATION AND MAWTENANCE _B/ACRE FEB. 15 -MAR. 21 ANNUAL LESPEDEZA 50 LB/ACRE .B/ACRE AGRICULTURAL LIME- Z CONTRACTOR SHALL ESTABllSH GRASS ALONG THE 1~~E?LAND BANKS A5 SOON AS GRADWG OPERATIONS " STONE AND 750 LB/ 5 12 F !Gn RC OR LOBE DICTATE. SEE PER;NIANENT SEEDING PEC~ICATIONS FOR SEEDWG SCI~lULE. ACRE OF 10-10-10 j (WA' FERTTIJZER 3. CONTRACTC~t SHALL GOORDWATE WITH TF~ OWNER AND TIC OWl~tt S LANDSCAPE ARCh1fTECT (WATERTiQ-IT} DATES TYPE RATE FOR THE SELECTION OF PERMANENT A ATIC PLANTS. " AMENDMENTS ~ ~ DIA: W MAY t -AUG. 15 GERMAN MILLET 40 LB/ACRE 4. Tt~ GOVERNMENT OFFICE HAVWG ~JRISDICTION FOR WATERSffD PROTECTION AND THEGR RELEASE ~/ACRE AS'.i~NS SHALL HAVE RKJHT OF ACCESS TO TF~ PERMANENT POND FOR WSPECTIONS AND AGRICULTURAL LIME- • STONE AND 750 LB NiA~~1TNANCE FNFORQEMEM. ACRE OF to--90-10 FERTIIJZER DALES TYPE RATE AMENDMENTS 4 LU AUG. 15 -DEC. 30 RYE (GRAIN) 120 LB/ACRE .B/ACRE AGRICULTURAL LIME- STONE AND 1004 LB/ Q ACRE OF 10-10-10 FERITLIZER MULCH SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE STRAW. NACRE STRAW. 5' STRAW SHALL BE ANCHORED BY TACKING WITH ASPHALT. NETTING ,LT. NETTING OR MULCH E ANGHORING TOOL. GOAT WSIDE & OUTSIDE 0 GRADED SLOPES AND FILLS THE ANGLE FOR GRADED SLOPES ANI SHALL BE NO GREATER THAN THE ANGLE WHICH CAN BE RETAINED D SLOPES AND FILLS OF BRICK RISER WITH TYPE BE RETAINED BY "S" WATER PROOF QEhrtENT' W VEGETATIVE COVER OR OILIER ADEQUATE EROSION CONTROL DEVICE' VTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED SHALL, WITNI~ WORKING DAYS OF COMPLETION OF ANY PHASE OF GRADING BE PLI SHALL, WITHIN 15 / 'ADING BE PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER, DEVICES OR STRUCIUR€ SUFFICIENT TO RESTRAIN EROSION. )R STRUCTURES / TOP OF WEIR .629.0 \0 c GROUND COVER -WHENEVER LAND DISTURBING ACTIVITY lS UNDERI A TRAt:T rnt~PRtSiNf: FAnRR TuaN nn~F arR~ !F AAt1RF T'3adA1 nn« 'TY lS UNDERTAKEN ON •n.r e n~ nn« AM, I CON'i1G0005 ACRE IS UNCOVERED A GROUND COVER SUFFICIENT TO SUFFICIENT TO ~ I 72" MA. ORF7CE w U) RESTRAIN EROSION MUST BE PLANTED OR OTHERWISE PROVIDE WI1H WORKING DAYS ON THAT PORTION Of THE TRACT UPON WHICH FUR ACTIVE CONSTRUCTION IS NOT BEING UNDERTAKEN, PROVIDED THAT PROVIDE WITHIN 15 N WHICH FURTHER OVIDED THAT THIS SHALL NOT APPLY TO CLEARED LAND FORMING THE BASIN OF A RE LATER TO BE INUNDATED. 4SIN OF A RESERVOIR 13" DIA. WQ W WETLAND #1 WETLAND #2 bzao 60; RELEASE PERMANENT 52325 GATE vAve POOL AND LIFT GR OVERFLOW (BROADCRESTED) WEIR TO PASS TOP OF OVERFLOW 629.9 625.75 POND BOTTOM, - 6M R°° na~ e... GROt.JT WATER TIGHT THE 50-YR STORM (SEE PLAN VIEW FOR WEIR ELEVATION DETAIL) 6" RG x PE WALL ~ OUT 12" RCP 12° RCP (WATERTK;FM 15% OF TOTAL 70% OF TOTAL 157; OF TOTAL TOP OF DAM 631.5 628.0 PIPE - GROUT 6220 twn'rm7I ELEVATION WAS n°HT w SURFACE AREA SURFACE AREA SURFACE AREA STAB![ZE FILL BERM W/ PERMANENT MATTING 62zo 0 (FOREBAY) (MARSH) (MICROP00!) S150 PER NORTH AMERICAN GREEN ' 5,;: z Q ESTABLISH GRASS PER SEEDING PERMANENT POOL / ,:~.''•5;~ +.•..4 ORIFICE INVERT ELEVATION 624.0 624.0 35% OF TOTAL 35% OF TOTAL SPECIFICATIONS N 5. Z SURFACE AREA SURFACE AREA (9" TO 18" DEEP) (0" TO 9- DEEP) TOP OF OVERFLOW WEIR ORIFICE DIAMETER 1.5 0.75" w Bob low in STORM ~ BERM/OVERFLOW PROVIDE A 5x3'x6" RIP-RAP w DRAINAGE /WEIR COMPACTED 623.25 623.25 ~y a w cn CTVRE ° PIPE TO 9P OCTORDARD OUTOLETS.T ALL PVC ORIFICE HELEVATIONIGH WETLAND #1 OUTLET STRUCTURE vi L>u PERMANENT POOL /ORIFICE INVERT N.T.S. MARSH LO ELEVATION 622.5 622.5 Z r~ 0 N_ 0 IAN ~ HIGH MARSH LOW MARSH BOTTOM FOREBAY / 621.5 621.50 BOTTOM FOREBAY / MICROPDOL MICROPOOL ELEVATION S;xx CO RIP-RAP APRON (GRADE FLAT) o CA Q UO (14 z m j j rn w z STORMWATER WETLANDS TYPICAL CROSS-SECTION LijU UmJw, 8 E- w L/) Q C} L S Qw~= 6 s N.T.S. O Q U a cn a. cn s s N _ 0 N r _ i i co _ - . .1-- ~ 7 _ ~ ~ ~ % ~ Z +o ~ ~ ~ . r4 1..,, f . -V N ' ~ ~ c~ _ I t I _O N ~ 1~ I , ~ / s r ~ ~ ! ~ t 1 i , 1 , r1 4 V O 1 ~ iI i a.r L LL 0 t t _ f i ''.J r t 1 c%4 1 ~ 1 ~ f t 377s L/ ~ ~ ~ E in POLO ACCA ~ , t 1 .zoo . 1 . 553st r ,F--~, 1 ~ ~ PAVi ~ ~ ~ ~ ~ ~ r ~,.J ~ ~ ' ~ ~ 461st 1 ~ l ( ~ 132sf 307st PEVI i $Al.A .l$ ? "1 4 ~ s1Olw i - ~ 0 ~ ~ ~ tip- - - ~ i . r J O ` f ~ ~ - , / - J O y%~ _ r O . Jr ? ~ ~ t r•'= . CORPORATE FC?REBA t ~ r ~ ~ ` ; f'~ - t 'f J tJ EAL 1 \ ~ ~ I ~ r~7g ~ ~ - ~ . D p ~ , F: ~ , D p D D c~ ~ r f D ~ p p > J ~ D - 1 l ~ D ~ ~ 4~ p D > p p _p ~ 1 1 I"filltttittl~~~ D p D p p D - 1 0 D p r~ / p D p p ~ D D 1,1111 t 1 U 11!!1//! 1 D p p - DS ' ~ 152sf D D ~ p p D D ~ a~su D p D r r ~ ~ r 787sf ' D D ~ p ! _ 245sf 205sf 25s~ 282st:~ t , ° 4 Qocx~ D ~ ' p ~ ~ 535st ACCA " ,tFF SAf~ PEVi #303 =e _ o -~o p t ~ D , l~Ost p D V ~ ! ALSLI ' r ! t I MICRt7PaUL p , sAC~ p p ~ ~621.~4} D t ~ ~ IQSst - D , _ _ _ f • / V71 o °OpooooooG° °°o b41Sf t ~ SALA • F '.4~.~.+.. rr.+r ' I .y..~,ti ~ ~ - . ~ 215sf _ ' - ' D 0 O 't!!lI1I tltit 1 f hY, 14 ~ ~ ACCA POGO f 477st D ~ ~ D p D © ~ ~ p ~ - ` 3E~2st SAGE x 0 s AN^d. i ~t D 2250' - - _ , K ~ 45sf .-~~r _ 9 j i r t ~ , t AL~1 ~~D o Q ~ .p " MtCROP00L a3aaf - r t ~3 0 0 D~ ~ ~ pp pD ' 2 CGS 621.50 Porn _ - - _ • _ } .f _ aaau ~ d~ p ~ p 15 sf _ - 1 ~ ~4 0 0 - ~ 5 c0 - - - ryo ~ - 60 sf r r ~ ~y~: ! t~ , f l x ~ ~7 ~ 0 r. . ~ i f r ,I ~ ~ ~ FOREBA o r~ OREBAY - f i 4 (621.50) . . r / _ 621.50} o ® 0 0 , ® 3 : - , - r o Q ~ 302sf 143st . - t _ - t~i . ~ 15Usf rrroo ~ 1 i52st / P 300sf ,r„ ACCA >52st ~ - f ~ r - , 1 ~ ~r/' ACCA ~ 4 120st i (2,At. ~ . s , , . . AN(,~. • . _ _ ~ ~ ~ ~t ~ ~ . 54 st 135st'~ ,-n,' F i - PAVI F i , i 1 ~ [ iif F L ~ - . ~ . `+.J , l N.D , . F . . i ~ ~ - j r ~ _ ~ i ~ ~ - f sr i`f 0.. ~ ~ . J r ~ - 270 st t ~ IVRS ~ - f 'a Cam..! ' ~ ~ ,'s -j i' - " i~ 187 sf . f t ~ i r' , PAVI F F 'i 3 . t F ? ? . f - U.~r ! _ ; F F y S , r • ran - It - f y _ 5 ~ T Z tai ~ , -'r / rwF i 123 sf, r r . ~ ~ r r - r f% r' ~ ,f s tlttlll~ C. ~ i A r ~ _ - - - 123 st f C) z t i t - 1 ~ I33 sf ~q . - + 7 ' ; PAVI _ 'a a~ 0 -13 i , ,t _ ~ r .1JVl ~ - - f ` -Y ~ , ~ . t ~ f - - ~ - i - V ' Z , ~ .r . , , +.l ~ a'~. i ~ ~ ~ ~ ,r 1 2 i f ~ - 'yJ ~ j _ ~ / u t /r .i..~ w ! / . ~i / \ . r--'`~ / - 1 ~ _ _ ~ o ~f / ~ ` , ~ l i f= ~ _ , ~ e t ~ i i ~ f C ~ i - y + .t' . ! i { f ~ f~ ! r Q t tY Y ~ ~ 1 w 1 V t r l/ r 't t : Not=& V l / t F Yi F ` ~C) e • • + fir.- ' %0 7~ 4- w Joe • ' f i t r r.. \ \-A -01 c O PLANT SCF DU_E~ EXTENDED )ET IQN WETLAND ~2 VETLAN ;;2 PLANT SCHEDU EL B10RETENTION ul V) PLA WED E? EXTENp I WETLAND Ul TREES WGH MARS14 PLANTS NIGH MARSH PLANTS Symbol Code Quantity Scientific Name Mme Common Name Size Comments Symbol Code Onty. Scientific Name Common Name Size Comments Symbol Code Quantity Scientific Name Common Name Size Comments ACRU 2 Acer rubrum Red Maple 3" cal. min. Matched Specimen ANGL 120sf Andropogon glamergtus ANGL 362sf Andropogon glomeratus Bushy Bluestein 1 gal, . min. 3' o.c. glomeratus Bushy Bluestem i gal, min. 3 0.0. . z D JUEF 330sf Juncus effusa JUEF 450sf Juncus effusa Common Rush 1 gal. min. 3' o.c. 3 Common Rush i gal. min. 3 o.c. BF.NIH 3 Betula nigra River Birch 3" cal. min. Matched Specimen - • ' . PAVI 135sf Panicum virgatum PAVI 703sf Panicum virgatum Switch Grass 1 gal, min. 3' o.c. JuvI 7 Juniperus virginiono Red Cedar 6-7' ht. min. Matched Specimen atom Switch Grass 1 gal. min. 3 o,c. 1CW 8 ZIA ' PEVI 282sf Peltranda virginica ginica Arrow Arum 1 gal. min. 2-2.5' o.c. SH12uBS z 0 PEVI 970sf Peltrarda virginica Arrow Arum 1 gal. min. 2-2.5' o.c. • 5ALA 150sf Sagittaria Iatifolia Arrowhead I got. min. 3 o.c. Symbol Code Onfiy. Scientific Name Common Name Size Comments ifolia SALA 888sf Sagittaria latifolia Arrowhead 1 gal. min. 3 o.c. • ` . SACS 767sf Sauruuus cerr;ws zoos Lizard Tail I gal. min. 3 O.C. CLAL 7 Clethra ainifolia Summersweet Clethra 4' ht. min, Full, Matched Specimen, BEB, 6 !men, BBB, 6' o.c. • ' . SACS 307sf Sgururus cernws Lizard Tail I galr min. 3' ac. 0 ILGS 14 Ilex globs 'Shamrock` Shamrock Inkberry 3' ht. min. Full, Matched Specimen, BEB, 4 !men, BEB, 4' o.c. I F- LOW MARSH PLANTS IVJD 2 Ilex verticillata 'Jim Dandy' Jim Dandy Winterberry 3' ht. min, Full, Matched Specimen, BEB, sE imen, BEB, see plan zz LOW MARSH PLANTS Symbol Code Quantity Scientific Name Symbol Code Quantity Scientific Name Common Name Size Comments Mme Common Name Size Comments IVRS If Ilex verticillato 'Red Sprite' Red Sprite Winterberry 3' ht. min. Full, Matched Specimen, BEB, 4 Men, BEB, 4' o.c. a_ ACCA 397sf Acores calamus nos Sweet Flag I got. min. 3` o.c• VIDE 4 Viburnum dentatum Arrowwood Viburnum 4' ht. min. Full, Matched Specimen, BEB, 8 !men. BEB, 8' o.c. 0 w ACCA 711sf Acorus calamus Sweet Flag I gal. min. 3' o.c. ALSU 770sf Alisma subcordatum srdatum Water Plantain I gal. min. 3' o.c. ALSU 370sf Alisma subcordatum Water Plantain I gal. min. 3' o.c. • ° . NYOD 610sf Nymphaea odorata I-32BACEOUS GROUND COVERS dorata White Water Lily I gal, min. 3 o.c. z ` . NYOD 1,250sf Nymphoea odorato White Water Lily I gal, min. 3' o.c. POCP 430sf Pontaderia cordata Symbol Cade Onty, Scientific Name Common Name Size Comments :ordata Pickerelweed I gal. min. 3' o.c. O L C) POCO 1,379sf Pontaderia cordato Pickerelweed I gal. min. 3' 0-c- DECG 235sf Deschampsia coespitosa'Goldstaub' Golden Hair Grass 2 gal. min. Full, 2' o.c, 0 ~ o r ` . PAVI 320sf Panicum virgatum Switch Grass 2 gal. min. Full, 4' o.c. VIMA 507sf Vinca maior Large Periwinkle 18" o.c. z 0 0 Q I~ ~ 3: w o ©}-Q); p® w o 11 ~r¦A ~ to N [ s GRAPHIC SCALE IN FEES' LLJ CP% ZED 20 0 20 40 60 g cuU V~~- tTj LLI I=~ 6 a Q( V sU N O N r~ J _ - - ~ T ~ c 't ~ r i - i i ~ co 11 N ~ - . ~ ~ ` ~ 4 rrrr~ rr~ ter.. r ~ ~ ~1^ U ~ 1 / - - - - ~ - - - - ~ ~ Z .o N ~ i i ~ ~ ~ r .'n M O N WETLAND #I SPILLWAY (50-YR EVENTI ! ~ / I ~5 ~ I i ~ ~ ~ C z i L M M M TOP OF DAM ELEV = 631.5 r ~ ao m o?,. U O TOP OF SPILLWAY ELEV = 629.9 ' • - ' ~ LENGTH OF WEIR = 20' , / - - ? om ~ - < i-~ E C JL: U **RlP RAP APRON AND SPILLWAY TO BE `~z ~ ~ - ~ ~ _ _ t 1 - ARMORED WITH d50 = b" STONE 1 .1 1 l ~ . N 4 NUN W. N d C Q APRON DIMENSION MIN. 10'L X 20'W X I'D _ ~ t B - / ~ ~ i ; ~ 3 ~ ~ ~ ~ \ 46 47 i ~•t ~ i ~ ~ I ~ j ` to ~ t y cu Zo~ M h s F.F. ELEV. F.F. ELEV. F.F. ELE . ~ F.F. ELEV. N N> ~ ~ \ F.F. ELEV. `F.F. ELEV. ~4 _ _ t~ r f i f ~ ~ ~ ~ ~ \ _ ~ 638.00 ,638.00 638.00 644A0 640.04 '64.2.40 ~ ~ ~ ~ f C? m t ~ , - ~ S y _ . 3 ~ ~ f ' / ~ t _ i ' t`J / . ~ - ~ f - - , v CORPORATE - ! I W - ~ - ~ f ~1 - ~ - = I71 Q~ All 3:1 SLOPES ON OUTSIDE BERM OF = ~ ~ ~ FOREBA - - ~ T p N WETLANDS & BIORETENTIOf~f AREAS / / J / / ~ (62150) ~ ~ _ ~ SHALL 8E REINFORECED WITH NAG SI50 G l \ ~ ~ ~ i f ~ ~ ~ OR APPROVED E UAL / ~ ~ I / 6~iso ' I ® ~ f r~ flltiitto / / I , 6 1 ~ 61415 \ , _ ~I - t ~ ~ = _ - ~ ~ ~ ~ ~ ? W 0K. - / j~ ~ ~ boo ~ ~ ~ ~ m ~ i _ i _ ~ m ~ AL ~ ~ J ~ ~ ~ _ ~ . ti ~ i ~ , _ ; . ? ~4 - ~FNCtN L~ 99 j ~ ~ 1621.50) 1 WETLAND #I OUTLET STRUCTURE ~ • i ~ - - - 3`X3' BOX ;TOP ELEV = 629.0 - - - - - 12" ROUND ORIFICE; INV ELEV = 627.0 ` ~ I I ~ I.5" WQ DEWATERING PIPE; ELEV = 624.0 4 ` \ ~ / l 623 ~ TJ _ f ~ x ; 'n ` 6" PERM. POOL DEWATERING PIPE WITH ~ ~ 1 \ ~ ` / / 6~4~J5 I I I ~ ~ - ~ 62254 ~ ~ry ( Ly . •..r.i. t GATE VALVE & LIFE ROD; INV ELEV= 622.5 \ \ ~ ® Syr i - - - rr~i x _ _ = Q t ~ \ ho/ 1 ~ ~ 1 ~ T - f _ - _ _ _ f / ft f f I Q~~ \ ~t ' 63].50 / f t - i ~ ..r~ ~ 4 ~ FOREBAY r~' ool 1 ~ FOREBAY , ~ , ~ / - - , _ _ - ~ - _ ~s r~ f / \ J' ~ ~ ~ ~ ~ ~ J i ~ ALL 3:1 SLOPES ON OUTSIDE BERM OF / • ~ . WEfLANDS & BIORETENTION AREAS ~ I t++a E-` J ~ 1 ~ ' ~ ~ ~ ~ _ J ~ SHALL BE REINFORECED WITH NAG SI50 ~ OR APPROVED E UAL - ~ v r J _ ~ n ~ t~ y, y .r \ i }ti / ,t ~ T4',= • ~ ! 1 ',i i' WETLAND #2 OUTLET STRUCTURE 4--' ? r/ - . _ ~ , 3'X3' BOX ;TOP ELEV = 625.5 . ~ ~ i?" ROUND ORIFICE; INV ELEV = 624.5 _ f 1 r s~~ ~ ' / 0.75" WQ DEWATERING PIPE; ELEV = 624. l ~ ~ ~ o i ~ 6" PERM. POOL DEWATERING PIPE WITH { - _ f y , t - /f Fr. ' ~ ~ ~ t ~J r\ O \ ~ GATE VALVE & LIFE ROD; INV ELEV= 622.5 . F i ~ - HARD EDGE LEVEL SPR o i o r ~ _ E LEVEL SPREADER 0 . - . f ~ _ 0 f. / - ELEV : 628.4 r' x t f ~ Qr ~ f ~ I ~ r ~ LENGTH = 70 LF t i J ~ ' ~ f t - ~ 70 LF * ~ ---r- 60' - 12" RCP AT 1.00% SLOPE WITH FES; \ l f'' ~ 7 ( maw - M ~r,~:~ - 20'L X 12'W X I'D RIP RAP APRON pt \ 0 ~ j (SEE DETAIL) \ ~ ~ ~ w - - ~ ~ i o ~ ~ ~ ,ter`` F ~ o m ' i 1 - .r - Z `,i~ / ~ 60' - 12" RCP AT I.00% SLOPE WITH PES; t I O' WIDE 0" CURB FACE 20'L X f 2'W X 1'D RIP RAP APRON I ; ~ ~ . _ - i ~ r- - '0 t / ~ ~ \ ~ FL ELEV. 63 I.64 / (SEE DETAIL) = 0 n~ ; ~ ~ ~ UNDERDRAIN SYSTEM FOR _ t - C~ . ~ ~ ~ ~ ~ BIORETENTION .r-''' 3 Y ! ~ ~ ~ • - ~ . (SEE DETAIL ON C-17b) t ~ . _ I = a ~ / r ~ ~ e '~Y = - , ff`-,1, f ' ~ 1 ~ ' _l~~j~~ S~ , WETLAND #2 SPILLWAY (SO.YR i > ALL 3.1 SLOPES ON OUTSIDE BERM OF ~ AY 50 YR EVEN _ ~ 1 ~ 1' , / WR,-1 0A11'1C SL R((1RCTRAITI~'1~I AR~DC - 1 .n ~ TOP OF SPILLWAY ELEV = 625.75 7 y SMALL BE REINFORECED WITH NAG 5150 EV = 625J5 pOR APPROVED EQUAL / D SPILLWAY TO BE LENGTH OF WEIR = 10' **RIP RAP APRON AND SPILLWA ARMORED WITH d50 = 6" STO APRON DIMENSION MIN. 10'L X MAINTENANCE REQUIREMENTS ~ ~ c~ C _ ~ _2 0 = 6" STONE i` cp 71N. 10'L X 20'W X I'D cO f- i' U 1. WETLAND WILL NEED TO BE CLEANED OUT WHEN SIX (6) EXTENDED DETENTION WETLAND #1 EXTENE INCHES OF DEPOSITION HAVE ACCUMULATED. (ENDED DETENTION WETLAND #2 BIORETENTION #1 2 SEDIMENT REMOVAL MAY BE ACCOMPLISHED WITH A u z PORTABLE MACHINE SUCH AS A MUDCAT OR BACKHOE. THE TOP FEW INCHES OF SEDIMENT SHOULD BE STOCKPILED REQUIREMENTS (BIORETENTION #1): Q SO THAT IT CAN BE RESPREAD OVER THE SURFACE OF THE PERMANENT POOL REQUIREMENTS (EXTENDED DETENTION WETLAND #1): PERMANENT u WETLAND AFTER SEDIMENT REMOVAL. NANENT POOL REQUIREMENTS (EXTENDED DETENTION WETLAND #2): z RE UIRED PROVIDED 3. REMOVE TWICE (2) ANNUALLY DEBRIS THAT HAS I" COLLECTED W THE WETLAND. REQUIRED PROVIDED REQUIRED PROVIDED SURFACE AREA: 769 SF 1,861.59 SF Of W 0 4. INSPECT THE WETLAND ANNUALLY AFTER A RAIN EVENT SURFACE AREA: 81886.24 SF 91055.84 $F SURFACE SURFACE AREA: 1179071 SF 31977.24 SF uj V) TO INSURE THAT THE FACILITY 15 OPERATING AS DESIGNED. z~ 5. THE FOLLOWING ITEMS SHOULD BE INCLUDED IN THE HIGH MARSH PLANTS: 31110.18 SF 31200.25 SF HIGH M) o~ INSPECTION: ' HIGH MARSH PLANTS: 626.75 SF 1,397.25 SF ~o CLOGGING Of THE OUTLET OR TOO RAPID A RELEASE, LOW MARSH PLANTS: 3,110.18 SF 3,175.54 SF LOW M EROSION ON THE BANKS, c_ LOW MARSH PLANTS: 626.75 SF 11395.95 SF EROSION AT THE INLET AND OUTLET, MICROPOOL: 11332.94 SF 11386.38 SF MICROP( SEDIMENT ACCUMULATION AND THE NEED FOR REMOVAL, MICROPOOL: 268.60 SF 600.55 SF z CONDITION OF THE EMERGENCY SPILLWAY, AND D 0 WOODY VEGETATION W THE EMBANKMENT. TEMPORARY BENCH MARK a- ~ ~ ~CL o O z GRAPHIC SCALE IN FEET NAIL IN POWER POLE OO m m O 2 WEST OF COLVARD DANE a z z u~ - b 20 0 20 40 60 ELEV. 659.89 w (D U cm LIJ Lj ~ QWtY=t} .~~O 0n0UCQ'cUr~a c=n s SEE SHEET C-3 FOR LOCATION S 1 M 8 / ~ _ J -u"~6S / _ 1 tl ~ `~~\4+y. ~ ~ / ?e rah / / :•f~t:' ~ ~ t~ ~ \ f j ~ ' ~ 1. _ 1 .l ~ , / ~ , J. ~ BENT. ~ e , ~ - ~ 1 i ra -f ' - i} \ \ 'Vi'i., 1 ~ ~~?r~ / `:.,a; 1 ' ~ . / - I ~ 190- ` ~ i J - J %Ilk . - ! ~ I t O r r' / . 1 ~ i / \ \ div. \t1.. ~ s ~ \ - , / CD N 18g . \ , ; % • , / ` 11 204:= f ~ r . ~ - \ . ~F . f,:~./ Z .o , ~ fi s` ~ M O cV 'f I / ' z - i/ ~i v~ x 'j y j ~4 \ ``~i:. ` _ (C.~.Vyr r / r . .~~e= 4 ~ I r r ~ \ ;J ~ \ ~ \ \ \ U ci. u 245 _ . r ~ ~ ~ ~ ~ ,TAY- 1 - r 1 _ ~ _ r \ \ ~ I: o a ~ l / Ln N •y trs v _ - A I ~ ; '•::rt\ ~ `\~:L'~,.... " ~ ' t i y 634. 1~ 63Z, ~5 , / \ ; . r j - ~ 187 / \ ~I' 6 - 186 ,r ~ \ / z / r" r. = l • D `Dp ; ? ~ 185 ~ ~ / ii , 4 1 • J f \ N ~ l _ . - ~ ~ 184 ~ _ ~ ; , '1 ~ - 1 Q \ ~ J / \ / / \ ~ , / it i ~ / ~ titttttt~ItrrJf~ SIG* 1 cORRORATE • • = ~ Vii, 1 ~ ~ ~ / ` `\\x•11 /~Q - i , ~ ~ ~ 1 ` t I - _ is D 9; 1 / \ S l 3 J /,~'~~i rim. \ j \ \ \ - _ ) \ / d i m ~ \ {y~~ i , 183 i /w i' } i f 208 s _ t / ~ % / 24$A f ' c~ic::i ~ ~ ~ sTA>' 12+ o ~ ~ / ' 1 y ~ • \ ~ j ; P E WA ~ SURFAirEf LEV. ~ • b29.13 f ~ ~ ; l / ' / `N\ \ : \i ~ f , \ k \ ti \ ~ \ ~ ~ f : 1 ~ l 1 \ \ . i \ l - ~ ~ ~ 17i ,1 ~ r . 1 ~ , ( 1 ~ ~ ' ~;k ~ ~ • ~ r P ST WATER SURF; CEV. r ~ ~ / \ J \ \ ~ \ ~ \ _ ~ # 629.13 ~ ! ~ i ~ ~ / / ? ; ? : \ ~ \ ~ ~ wt'~'~•r,. ~ 1 ~ 1 E w" SU. - C 628.73 Y I / ' t \ ' I / qT / ~ / G / ~ \ C "''"~.,A,,._ 628.13 ~ ~ / ~ \ V,r~ '~L•~ .Wi'Y:('y1•aW~1AR~J.4'YU•.Altfiil ' ~ ' t: l ~ \ \ ~ ! ~ ~ ~ 1. l 1 ' i ~ \ it Q.tJ CN F ~ ~ / ~ , y` v. i 4 ~ - s oD ~ F < ~rK ~ ~ J ti r- - _ . i_ ~ tt t~111t 181 , / r / e y ~ \ ~ ~ t tea-<_~.~o I ~ ~ • S Jai .-t ~ x , ~6 ; ~ ' 174 - 1 ~ - _ { \ \ `'n ~i`.. ~.P,RE ATER S V. ; f\1 is \C r ~ h f ~ ' l \ \ tilt - i"64 - i i / " 17~ 3 ~ is I 18~ 1 0. T 1 1 1 ( c % ~ , ~ y e~ , , N ti~ ' ~~/Irrrrii1wtt '3 ~ / ~ ~ .1 ~ , , . - _ ' . i _ • _ , • --'PRE N!ATER RFACE' V: 7.74 ~ \ . X 9 ~ \ i \ ? l SURFACE LEV \ - - - - - - \ ~ ~ • FPE: 6Z9.. 7: i ' i~ ~ \ ~ . , / - - _F • . " , _ , \ 1 . _ i i ~ f Eta. _ . ~ \ ~ _ SAC --•l 34.29 ~ _ ~ ~ \ PRE WATER SURFAC~ELEV. S z . - ~p - ; • - ' OST,WATER SURF L~'E , . 7.13 ~ . - f a _ _ 177 1 ( - ~ . 629:13; ~ ` • r. _ _ • i • ~ - - i l , r i - • + _ = ' = s : ' ~ ~ \ r / \ `T ~ 1 E r. ~ \ i , / ~ ~ ( . ~ rte'\`~1 \ .rJ J f - ~ Vic- ~ / \t I \ , . - • ~ = _ ' r / rw _ . ~ . - ~ - A:, . _ \ f _ . ~ ~ ~ ~ acres _ . . , , f -l. .1 o • - - ~ - , / _ . 1 _ , ~ ~ , . ~ ` . f . 4j _ - i - h K .]ys • \ I ~ ~ J _ ~ - f , \ ~ , . r . r , . ~ - .~•ti f . I \ \ LU , - F Y ~ ~ ~ - .-r A T i r'~ I 't` ~ . l ~ _ +f l { \ 'tin J , ~ . 3 , 'a~ / t ~ ~ - - - - / , 5 ,fir • % \ - t ..s - j.. . ~ ' , r' ..r " , \ \ ~ . . / r \ \ : \ ' ~ \ / ' ~ ~ 1 _ . \ - ; - t ,'y / t` t 1\ . \ ~ / . ~ A<:. / ~ , ~ 5 ~ ~ ~ _ _ W.D. FORD, s.F: D.E FORD, \ ~ • ~ . . ' ( / ~ r EF. R~ NID J.F. FORD- \ • i \ / / { ~s' 92i-424 - - ~ IN. . 4 - i , t 4 / / t ~ / f / G t ~ i / f ~ ~ , ~ \ ~ ~ I t' ! ~ ~ 1 ~ > o s 1 I ~ I rr r ~ ~ T f ~ t ''T 1 r ® . t I ~ _ . I , ~ I r tf I , ~ \ ~S 1 .a ~ _ , t _ r S' , 1 ti, 1 T~ i 1 \ /r i' ( ~ 6 ( ~ \ i ~ , ro • ~ ~ t ~yRF,, t~EV• ~ T 1 C~K VIA R~ ~ ' 8 ~`'3 ' 1" t. / Q , I i I ~ ~ \ \ / \ , .6 ~ I 1\ ~ 1, '-.y .y . `I ~ i~ 1 v ~ - ~ t I • `y I f el L - ~ n 4~ - S , t •i ~ t , 1 - } `s ~ ~ ~C . • , _ ~ i 1 J :t r _ ~ ~ , t 1-w Q ~ ~ t t \ f.a `:1~ ? ~i 1 ; _ ~ ~ ~YT~l~II'1Cr1 C1CTCi~iTl L.Z% I L.1 N L. W# LM Lof V L I L.I N 1 i WETLAND r t 5 - 1 5 ~ ,~'l l t - E 1.93 i t - acres d~ acres to u n - 9l i i t, 1 r r" / BIORETENTION #1 DA 0.74 r b / 1 r c/ f acres / AF q F .:jj:t f TEMPORARY BENCH MARK AARK w NOTE: ! / t• NAL IN POWER POLE r r z NATURALLY TREED BUFFERS SHALL WEST OF COLVARD DRIVE DRIVE t~ W s - REMAIN UNDISTURBED. V ELEV. 659.89 z 40. SEE SHEET C 3 FOR LOCATION A110 V l ! 1 LEGEND w UNDETAINED / /V 4 PROPERTY LINE I M/ / e tn AREA M ~1 7 STREET RIGHT OF WAY LINE cn Z 2.96 1 632 r' • acres - l , 24 VALLEY CURB & GUTTER 0 I, B . •ti f I, : r-~ DRAINAGE SWALE cn CD • E i CONCRETE SIDEWALK r , I f , , / CREEK CENTERLINE BEFORE You Dtc CALL 1-800-632-4. c YOU DIC%l id-632-4949 54 BUFFER LINE N.C. ONE-CAL.L CEN ALL CENTER -?t.,, ! a '+.•..e, _ - / J/ f t` t\, ...r ~ _ ITS THE L.AWI ppgF r.' , X SETBACKS iE L_AWI FPE 668.0 FLOOD PROTECTION ELEVATION -dor Ln E; cn co un co - '41 GRAPHIC SCALE IN FEET r c Ft sr"~. FG FINISHED GRADE ELEVATION r 4 FF~FLa4 FEET `f' L ,~m - 60 0 60 120 180 20 40 1 • s a FL FLOW LINE ELEVATION ON `uz~ 4 z FS FINISHED SURFACE ELEVATION VOL Q~~=U n p w w C~C~G~UC)'c c=n ~ rr s I I IFll11 ¦ s s" t'? N SEE STANDARD DETAFL FDR O N C.I. FRAME & COVER CD N A POROUS BEB OF STONE 12' X 12' X 4'-U' A , V Z .o TOP OF CURB FIIR SUBGRAQE llR O• a ASPHAiT 25 9/i6' ~ .a L~~L' PLASTER ~ M N o cv xQ J a ~ " ~ ~ 4 PROJECT(t • ~ PROJECTION C M s t V® 1 3/4' 1 3/4' E u" u 35-5/!b' MIN, ~ 25 9116' MIN. ~ ~ 1Z` a4e6'ac.-~.w. a~ ~ s a OPENING IN V/d.i M ~ a APPROX. 4 ~ > , Z a rr.r,r r.~ ~ +r;r,rrr,? ~.r.r +rr,®~ + CS ~~-W \'r r:r + r.; ~ +:r,+ 4•r r; r,r tj 1 ~•rr: \ ? r;'r•r'pia rr,i.'°+.:~r\ rw? O M C ~~pv ra; r,rrsr4 ? r+:r r'®'; !+'Sr.r b. .p .rr~~ rr. a:'rr r•~ Ir,\. •r+~~ rr>~• rn N W Z o M 15' QR 19' Q, W 7 W J O N nuMET~R y w ~ D=4' FDR PIP 30' DR LESS t ii2' W D= 6` FDR P E GREATER ?;?,•1; :'J' •:i•y1'}M~ .1;4.~ • 14 ,.:Y~:•:r::i; Y .t • .!i•.:{l7.i: ~:~',.y; •/~:'::y.: 'Stl~.:!• " THA 30` a ~ C~ :f{ } ti ! `';1 L !}~;tt••~ y•..~1~ .l•~..';1 It` '7'S;y.1•; 'St•..;•~•«i, A lMr.,.,y. e• LS.L t !r;}r t' 1 i.ti"~' `~i { . ?1:~~.Y.. w S.: ^'ly.. {j'y' ~ 11":.l•y.:.l:+ :};Y.tt td . , J; • ,{:•;.r i :};C ~ ~t L.! w ~ E ..t•..., ^t.}••4:~ ..:IS i••!t. r, t'. I~:i }i• • ;:!'~•:•~t.: :4-r'titi~ ; r.;,f .r•c:- w,~.r•ts` {'Est •r..'s ' ::~'•:rt: ~:t •.:t ~ J ~ t'- A ~ 1 3/4' 4t 3 W ~ Q N A ~ 011111111111, 3000 PS[ CONCRETE U > >2' w nW. ~ 24' AhA UP AIAMETER ~ ~ w Q ER~NT VIEW SECTION SECTION A-A 33 ~ t CONC. ~ BRICK • CORPORATE - ~,i.,~ ~ PLAN SHOWING LATERALS Either brick rTasonry or Class 'A' concrete I~ay be used to construct catch basins. SIDE OF CHANNEL TD BE •rr ~ ? rer. \ ! rrr ; r ~ rr• r rr.• ri, arr•r r ;r ;r rra '.r r SLOPED 1'/FT Concrete walls are to be 6' thick & the floor 6' of 3000 PSI concrete. s,? '':r rr. q' rr;a rrr; +r;r ys.;' +':r rr. ;'r r.r,+ r. 1'® r•+., ' ~ ~r 1w,, rr~r 1!,` ,ar;. ®r.; I ":r err; r'r;e,~ f. ;'r r;r,r a. +:r + r,? ,0 rat ..r;r rr,q ,r,;r r.\ 'r.•r r,; p r;.,~ r r;r,~ I r ~ r, rir. '+r.• rrr; '4•r ~s.® .rr„r rly '+r•r r.r r.g r r, r~ PLR Brick walls are to be 8' thick & the floor 6' of 3000 PSI concrete. 3000 PSI CONCRETE Steps required where depth exceeds 4'-0' NDTES~ i, INVERT SHAPING FDR PIPES UP TD 12' MAY BE MADE BY ~jJi~lftitltl x PLACING FITTINGS THROUGH BQTTOM OF MANHOLE AND m 3000 PS CONCRETE BREAKING OUT UPPER SECTION AFTER CONCRETE HAS w till It BEEN POURED AND GAINED INITIAL SET, 6' DIA, N.T.S. s = s N.T.S. _ SAL _ 11'64 N.T.S. ~ 'jlllJltEtitt~t~~ V 1 Cr- AN3 COVER taWtL NOTES: 2ND. UPB~VCi 4" Ctk~C1t£i(E "JNCRE'TE : VAR. MN. " " ~ w ~ t MORTAR ,JONI'S SElOtJ!]) BE BI°iWEBV 318 At~D 518 THQC ~ ~Q~~ COVBt ~ 2 ALL CONCRETE TO ~ 3600 P.S1 COl!~fPRESSNE SIIRENGTi'L Y 3. TE£ 6" OP~G SHOWN MAY BE NCREASED TO 8" MAX. ~ L~N!® TO BE t~CESSARY BY TEE @. 4. ALL CATCH BASH OV~t 3'-6° N DEPTH SHALL ~ PROVDED WITH STEPS s" 8 X 5. CONt1tEtE BRK3C MAY BE lE~ N LEU OF HARD COMMON CLAY ~iKK. 6. JUMBO BRKX WIl. BE PERMTrTED. f 7e ~ N f~1TA-i! ~ I.G7r7 S" wNi+ OV611. O'-{7 N 1"R~R"1! VJG IL wAU. TO 6'-0" FROM TOP of WALL, AN3 8" WALL FOR THE RFMANVG 6'-~tr'. 8. ALL ExPOSED JoNTS wu BE CfXV'd:AVE TOOLED. BACK IIF CURB LINE 9. ALL PS'E N STORM DRAN STRt1CTLJRE SEiAlI BE STRLKaC fVE~V WITH TEE y .4. NSDE wAtl, c~our~ AND BRUS'~? sMOOTHr y '4 . " . ~ 10. WEEP HOLES SHALL BE PLACED N BACK WALL WI1H RTER FABRIC e ~ 00 35-5/16` MIN, N.E? PPE OR STOi•E ON BACK SDEr Y Z H tl THS CATCH 3ASN 1S NOT TO BE t~ID WTTEN STREET RICi~iT' OF WAY LIN,ESS OTtELtWISE APPROVED BY CITY/COtJN1Y . SECTIQN Y-Y PLAN ~ Y- ~-va" ~ 8' ~ ~ N ~Q: 0~ .-r -ilil 0 U7 a Q ~Q~ ~ aMENSIONS of R>~oRCNC covER ~-7/a" e CO i ~A • Box APD PPE PIPES SPAN WDTH E®t1{T BARS - X BARS - Y OTAL D A B H~ANry LENGTH N0. L~IG"iH LBS~ F G A---? 8" i5" 3'-fi" 1' 3" 2' 7" 1 3'-~4" 7 4' 7" 26 4'-tEY' 3'-7" Q 4'-0" Y-8" 1'-tY' 2 3'-4" a 5'-t' 33 5'-4" 4'-0' 14" 4'-8" 2'-a" 3'-5" 1 3'-9" a 5'-1' 33 4'-0" 30" 4'-0' 3'-6" 3'-1P' 1 4'-7" 9 5'-T' 37 5'-4" 4-10' •t: 36" ~`-0" 3'-6" 4'-6" 2 4'-7" 9 5'-r 37 ~ 4" 4'-10" DNM01~ PATTERN W ar 4'-tl"' 3'-6' 4=t~' 2 4'-7" 9 5' Y' 37 5'-4" 4'-10" , 7'-10 518" MIN, ~ S~CT!{JN X-X 48" 4'-6" 4'-0" 5=5" 1 5'-Y' 10 5'-7" 45 5' 10" 5'-4" i~ MINIMUCvI V11FJCiI-1T i Ifal~l RNG 96 tBS caVe~ s6 Lis ~ _ PLAN VIEW s N.T.S. z-4" DIa N.T.S. - Y-ii-3/8" DiA - Y-?>'' DIA. iyY rrrr~ c C / 2-U8" 3/a" yr 314" Z PIPE Oi Na WEi. PIPE OUTLET TO AT AR A PIPE OUTLET TO E LL-DEFfNED CHANN L NO WELL- FIN HANN ~ E " DE ED C EL 4 tea _ ~ } r --,.I I.,.-11r DW ur RADIM J A A A A A I j t 1'-10-3/8" DW vi 7-3/80 DW >41 3d do d do W ; do+0.4xLo Cd z ~ 4wJ ct SECTION A-A co 0 > U V) Plan Plan MANHOLE RING AND COVER -La FOR SLAB TYPE CATCH BASIN N.T.S. 0 d o OF 0 0 oonooo 0o d d I I 0 0 I I W CL w ooaoon aooa I n I a I I > FILTER BLANKET FILTER BLANKET Section AA Section AA 7 n 4-- Naomi N M Z to w GENERAL NOTES: ¢Qp Aw., zm 1. Lo IS THE LENGTH OF THE RIP RAP APRON. 2 d - 1.5 TIMES THE MAIUMUM STONE DIAMETER BUT NOT LESS THAN 1W 4¢U r -j w MATERIAL USED FOR KEYWAY 3. IN A WELL-DEFINED CHANNEL WEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6' ABOVE THE MAXMUM TAILWATER DEPTH OR TO THE TOP CAN BE CONCRETE OR BRICK OF THE BANK, WHICHEVER IS LESS. 4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE cx z m RIP RAP AND SOIL FOUNDATION. 5. COMPACT ANY REQUIRED FILL TO DENSITY OF SURROUNDING UNDISTURBED 0 CA 8` NOTE-TO BE USED ONLY FOR MATERIAL 6. RIP RAP MAY BE FIELDSTONE OR ROUGH QUARRY STONE AND SHALL BE HARD. ANGULAR AND WELL-GRADED. 2E VARIES PIPES 36' OR LESS IN DIAMETER 7. CONSTRUCT APRON AT ZERO GRADE TOP OF RIP RAP SHALL BE LEVEL. WITH THE RECEIVING CHANNEL OR SLIGHTLY LOWER. re. EL ALIGN APRON W1TH RECEH9NG CHANNEL OR STREAM. ASSURE APRON IS STRAIGHT THROUGHOUT M LENGTH. 9. END WIDTH OF APRON TO BE EQUAL TO WIDTH OF RECEIVING CHANNEL V) Z ° ° - 1 KEYWAY FOR FLARED END SECTION RIP RAP m cn S' ° o N.T.S. N.T.S. Lr) co Lf) Co ur) wi~w tij(D>UmLLJ ui 8 Q cu Qwo~SU-' ~ C20C)UOLAa- UO s s ~3 NOTES: I. DRIVEWAYS TO BE 4" THICK CQNCRETE; WALKS TO BE 4" CONCRECE. (NOT IN SITE CONTRACT) ~ SAPEfY RAIL BY OTHERS N FRONT REAR (WHERE REQUIRED BY CODE) N t70 N 2 CENTER WALKS ON FRONT DOORWAYS FOR INTERIOR UNITS. SEE ARCH. PLANS (NOT IN SITE COMRAC~ ~NTRgC~ Z •o 3. Al.L SLOPES AT 3:1 MAX. GRADE UNLESS OTHERWISE FRONT REAR Z~" 3'R N M NOTED ON GRADING PLAN OR DETAIL O cV L 3. 4. LEAVE AREA BETWEEN FRONT OF BUILDING AND BACK 4CK -~-2%SLOPE PATIO .~C M u O 6' LEVEL AREA AROUrID FRONT OF CURB 0.25' BELOW DRIVEWAY FWISHED GRADE. h E AND SIDES OF BLDG. 4% MAX. VARIES -SEE PLAN M~ ~ LEAVE AREA BETWEEN BUILDINGS AT PLAN FINISHED J 6' "LEVEL" NKEA AROUND FRONT AND SIDES OF BUILDINGS 2% MIN. GRADE (INCLUDES 2% MIN., 6% MAX. GRAD GRADE. FRONT PORCH) ALONG REAR OF BLDGS. AT 2% MIN„ 6% MAX. GRADE MI ~ TOOLED JOINT t/f L N VARIES -SEE PLAN Q EXTERIOR ~ > N 6" DEPTH @ 18" s~0 FINAL GRADE AFTER GRADING coNrwncroR ~eav~s sire BUILDING 2% M1N., 6% MAX. GRAD GRADE ~M ~ M ~ ALONG iiEAR OF BLDGS. FROM WAlL FACE ZO FINAI. DRIVEWAY GRADE S M ~ SLOPE AT 2% MIN., I0% MAX. 99.SQ FFE = 100.00 +99.50 BUILDING N - N 5' GRADE 6„ MAN 3:1 MAX. SLOPE, UNLESS OTHERWISE 0 PATIO -SLOPE AWAY FROM NOTED ON PLAN a FFE = 100.00 ~ 2~ 99.50 99.50 3:1 MAX. SLOPE, 18" BLDG. AT U4" PER FT. 6" MIN. UNLESS OTHERWISE STREET `'1`1E SIGJ''` -lV 5' TRANSITION PATIO -SLOPE AWAY FROM NOTED ON PLAN BLDG. AT V4" PER FT. • f f CORPORATE ASPHALT PAVING GRADE BY GRADING CONTRACTOR ASPHALT PAVING SECTION -PATIO 24" VALLEY GUTTER AT FRONT OF BUIIDIf~lG TO BE A 24" VALLEY GUTTER UNIFORM 0.25' BELOW FINAL NOTE: WHERE SHOWN ON PLAN AND NOT OTHERWISE S SAL I ~ DRIVEWAY GRADE. CONTRACTOR 4'.CONC. WALK AT I/4" PER Ff. TO PROVIDE 5' TRANSITION AT TOP SEE SITE PLAN '4" PER Ff. POSSIBLE, REAR SWALE MAY EXTEND UP TO 5' INTO THE REAR LEVEL AREA. OWNER'S WRITTEN FOUNDATION WALL AT STEP -CONDITION f OF SLOPE TO ALLOW FOR POSITIVE APPROVAL REQUIRED. ION ' •.y~ DRAINAGE IF POSITIVE DRAINAGE SLOPED AREA AT 3:1 MAX. GRAD CANNOT BE ACHIEVED, NOTIFY OWNER SEE GRADING PLAN FOR STEPS. Y IN WRITING BEFORE GRADING THE NAX. GRADE N.T.S. 'JJ1Jdtit4111 DR STEPS. WHERE APPLICABLE AFFECTED PADS. TYPICAL SECTION TYPICAL SECTION PRIVACY FENCE cig SEE ARCH. PLANS s '64 A • ~j FLOOR SLAB -PATIO SEE ARCH. PLANS FOR kND NOTE: BUILDING FOUNDATION WALL AND MENTS l Fqt USE OU150E pTY UMIT$ ON NCDOT ~ ~ ~ 1~-3~ ~ 1~-3~ ~ 1~-3~ ~ 1~-3~ F.F.E. FLOOR SLAB REQUIiIEMENTS SiNEE15 ONLY. tti BE USID ONLY N1M TiE APPROYAI OF ME Cltt FN(#rvEtR I ~ a ~ 8 ~ C 4' "LEVEL" AREA 8' MIN. pFE = 100.00 FLOOR SLAB - PATlO 2% MIN., 6% MAX. GRADE 99.50+ 6 1/Y N BUILDING F.F.E ~ ~ VERTICAL CUT ~ ~ ~ ~ FFE = 96.00 95.50 ~ FACE ON CURB ~ ~ + 3:1 MAX. SLOPE GRANULAR OUTSIDE GRADE S" •i ~ ~ 4" MIN. PICAL BELOW F.F.E. h I I DEPT STONE FILL 2' GRADING ~ tIP ON CURB ~ PROVIDE C 125 EROSION CONTROL BLANKET, BY C~~P SLOPE AWAY FROM NORTH AMERICAN GREEN, WHERE SHOWN ON PATIO AT I/4" PER Ff. GRADING PLAN. INSTALL ALONG SIDE SLOPES A ~ B ~ C .'DF ie' wn. ~ o ~ z-o• N~ PLAN VIEW ^~'W' TYPICAL SECTION AT BUILDINGS TYPICAL SECTiOty -PATIO u ~ qu N.T.S. H y> ~W S'-O' ~ ROLLED 1 I r E _ _ _ _ _ - _ 0.EVATI~N OF TaP OF CURS ~ j ;o FACE ON yy urx ~'v o ~ VARIABLE 5'-4• 4. ` r STANDARD 2' { CURB 6 GU77 o~ FED. 1/2' EXPANSION JOI T ~ STANDARD 2'-6' 2' VALLEY GUl'TER ~ GUTTER LINE ~ p CURB & GUTTER ~D_~ N.T.S. ..f X-ING SIDEWALK ..iiii~~ 1/4' PER 1' I~1 -2• r 3' RAA 3' RAb. ~ ~ ~ ~ ~ stf ~ GRPSSE? AREP v~ ~ FRONT ELEVATION ' vY v2• 2~, Tf t 10' IDEWALK ~ 4 Al -s~ 7 1/2' ~ -s, 8 3/4' is ~O N~ ~4~ VHEELCHAIR RAMP 6' e e e D D i S70P HAR o- X ~ 4' 1'-9' SSED CURB N I ~ I y~ CONCRETE I~DEWALK _ 4~ nTK o"~' ~°Fr ~ SECTIDN A-A DEPRESSED CURB - - Q , . in ~ a .e. r r o i I1~1 asm~r ~ •.a •_a e:: a:ae:a' a'e d SIDEWPL~ 1 ~ •.2'-4 I/2'` e...2'-3' ~ I I ~ 2'-1 1/2' STOP BAR ll,_4, 1/{' TO I' StOPE 70W.WD CURB SECTI6N A-A SECTION B-B SECTIDN C-C 1~ 4'-0' 3'-4' 4'-0' 90' CROSS-SECTION TRANSITION IS NAT TLI BE LOCATED W7THIN THE CURH RADIUS x~REFER TD 71D-11 & 71D-34 BACK OF ~a a~4~ TYPICAL ?.~CATION OF VHEELCt~WIR RAMPS, VAR SLOPES ND SIDEWALK I~ BACK OF Q SIDEWALK JgMS CR W111tY ~ w mn,s,oam PEDESTRIAN CROSSWALKS 6 S7'~ BARS SIDEWAL TO EXCEED 12Q W ~ 1/2' EXPANSIDN J?IN7 WHEELCHAIR RAHP A 1/2' EXPANSION JUINT ~ 22Q ~ Wi~i[R NOTE 1X6 ALTERNATE PANEL FENCING CURB I ilFiIYSI 1 ION ~ Z{~V° CURB GUl?ER TO Z~~O' VALLEY GUl'TER ~~6 2X4 STRINGER vvaE. ourmxc y~ux,.~ vrt[x maxr mcE aF wale ~5 rot~v .~D,va7rt STANDARD GURB WHEELCHAIR RAM m wm ae era cF w~uc is egr~o nwn~r DEPRESSED CURB ~ m ~ euln~xc ax mSlwG cGldEtE A l/7 iEELCHAIR RAM ~J 2X6 RAIL ~D~~ 6X6 POST N.T.S. ~µg~ ~ ~ ~ `~a GUTTER LIN w~uc ,um wrnxc SmucN~sc rn~Exc w w SIDEWALK 4' 3' 4' 4'-0' SIDEWALK Wlll( ptlVtWAY Qi0Sg5 A WA11G Tff ~EWALK SXALL UTTER LIN HA~.E A uFPM Oi B' MiM 1/7 E1wu190N JpNT J ~ SECTI~I EBB TOP OF LURB uw s~ ov w~uc. TOP OF CURB ~ ~ f 1 Lu i ~.J r' LOCATION OF JOINTS a. a GRASS STRIP r r~ v, > o FACE OF CURB V 2• r 2X6 CAP Cur S Mq B BACK OF CURB ~ o $ Cld 2X4 STRINGER C~pf 1/4" . 1' SLCPC MIN / 1/2" . 1' MAX .a•ea•ea•.a•ee ea•ea .a•ea•ea e 0%'.*w'0"`*NCR1ETE SIDEWALK Sri 4. 0 Ilk. 0 DEPRESSED CURB -0 LLI w 14 N.T.S. A•e A-4 A., A'e A•e A'e A'e A'e A•e A'e A•e 7ID ~ ® ~~cn Ll A: 4' A. 1 f 'd d Q d ? e I e ? • ? e ? e ? e ? e ? e ? ? e ? e ® ? • ® e ? e ? e ? SEE NOTE 2 2'-Oe A VAR. SLOPE NOT TO 1~ 44 4. Q 2` P d d 6' d d 5V0 ° a INSIDE PEDESTRIAN PED. CROSSWALK EXCEED 1211 U > U CROSSWALK LINE (10' MIN.) 7" w° 0 1X6 ALTERNATE PANEL FENCING a d ° ° 4 d PLAN VIEW (TYPE 'A° WHEELCHAIR RAMP) q •d 1~.0u c V--6' WHELLCHAIR RAMP 0 2X4 STRINGER 4 v N.T.S. a n c SLOPE ll/'i i 'th S 4 111119911111 1H -A q 1~ p to J 4 Aq w 6x6 POST ® 6'-0" O.C. MAX. EXISTING CONSTRUCTION JOINTS A v 8II A. .d v 'a 1/2 EXPANSION JOIN' (TYPICAL) •8•1 4 u q 2X4 NAILER 3' 1 RAU 1115 - TYP, q 411 2X6 BOTTOM CAP BACK OF CURB EA Z O I -91 1 IE FINISH GRADE o { 4" CONC. SLAM, (TYPE S ! ELEVATION 6 MIN. R/W P~ 6X6 10/10 UJ11,1M W/3 MIN. COVER 12" FREEBOARD - SLd FOOTING - 3,000 PSI 13' - 21' A• I MIN. co • ' 0 28 DAYS i B/B MIN B/B MAX I~ s IIIIr- 95% coMPacrM sLBGPAM - TYP• Ir' !o NOTE• 95% COMPACTED SUBGRADE CONCRETE TO BE 3000 PSI ® 28 DAYS. Z~ om _0 '4 ,SECMN s N.T.S. N.T.S. N.T.S. 'jUm~ ~ ~ T. S. LLJ U U W oooU06V)~ t/'} 5 S 1 ~ i E ~ ~ , ~ \ ,i' ' I ° RETAINING WALLS TO BE , 1 ~ ~ DESIGNED BY OTHERS ~ F~ ..i'~'...I' / f - -l. ".-_r.r-. .J J ~t ~ _ `s ;t 1 ~ ~ y ~ i,+ DUKE POWER RIW LINE , i . _ ~ ti • - ~ _ ~ ~ j j i 1 - ii t .r 10 UN . STUR$ TR BUfE. , ,r _ ~F o ti ~ = s ~ ~ - s ~ Gb8 . ~ ~ . _ ~ o ~ 65 6 ~ .o. s o s 668 _ 6 _ _ .a r 't N _ i o ~ - . j = f ~ - 666 r 62 I ~ ~ 6 - - N - o - ~ - 6 ~ _ _ 1 Z %0 i 1 ~ _ = - - , . ~ O _ _ ~ RETAINING U1 - RETAINING WALL -SEE PLANS f ~ ~ .r - i - RIM i ' N N LV - - - ~ , l 't ~ sw,u.~ t~L ~ _ - ° r 653.00 _ _ ~ f o eq I RIM ~ RIM '~la -3sx ~o ~ - 6'3 - ~ ~ ~ , k 641).50 ~ ~ fi~- ~ 0 _ ° RIM ~ - . 0 y t ~ ~ _ - ~ . / ~y' 645.00 ° - 64 0 648 ,t~ h 0 ' 0 - s M U ~ ~ o= ° ~ ~ ~ t ~ y h / _ ~ ~ ~ ~ _ I I s ~ y ~j •F 1 E I L V I ~ ~ - i O ~ ~ ie 1ft ~ r ~ i r ~ r • N C ,t}p AMC= E O 0 ~ ti 0 _ _ - ~ - . - _ Y~ rr 1' ~ - r . - _ ~ _J • M C t, ~ _ _ f . ` - ' . - ~ ...W. _ ~ o 1 : ---r' • - ~ , I RIM - . ~ 1 Z h . ; 24 23, ~-22 ' i ~ 11 f 651.36 - J b 6 ~ ~ - _ _ --652 h ~ F.F. ELEV. F.F. EI:EV:- - F.F. ELEV. F.F. ELEV, _ - - a, .~...--.r... ~ •o F.F:•ELEV. F.F. ELEV:'~ F.F. ELEV;- - F..F. ELEV. F.F. f:LEt!,.~ a F.F. ELEV. F.F: ELEV. F.F. ELEV. F.F. ELEV. - - - ~ r 639.50 641.50 1--~ b41.50 k`' 6425D. ~ 644.40 644.00 64550 F.F. ELEV. F,F. ELEV. ,r 3 b47.04~ 647.00 b49.00 649.00 . ' 637.50. 639.50 1 . ~ _ . * ~Q 4... .....64550 ~~645.50 = DO s - / - _ s / n~ L - AO / F.-__ / ~ tip' tr .33_= ~ ~ Q _ ! ~ ~ " - _RIM _ ° ~ ~ o ~ - v...... - t-. 5 - . ~ ~ t , - ~ r= . - / - ' ~ ~ t ~ ~ - . 1 ! _ RIM _ - _ ~ ~ - E _ b$ 649.25 ~ - . FRUCTION CORPORATE f s's' t i.' ' ~ ~ e E 4• ~ ~o . _ _ , ti i ~ + - _ . / ~ y. . ~ _ _ z~..w ~ A' kRED BY SEAL. r - ~ ~ ri ~ - - ~ _RIM RIM ,i"" . _ = )ED FOR ; • :1 - ; • o ~ = 39.54 a t~ E o - a U - '}'.,644.73 _ $ 647.59 0 - _ - 4 f. i ~ 1 jtftffftllil\\\\\ - - :.--1- 6 RIM u~ AIM = ~Sr' CITY OF GASTONIA - . ~ ~ - = 6' 635.99 ~ b39,54 , RIM 6 . _ . ~b44.73 • FUTURE GREENWAY 1 ~ ~ ' F . - 'v ~ r - ~ t\\ \1 !!Ft 1t / 1 r i 75' FROM PROPERTY LINE OR ~ ~ Y '.t-„ ~ I 50 M1N. FROM TOP OFBANK _ ~ E ~ # r i - l fr_~ ~ - „ s ! x~ - 1 L, r r 1 , 7 ~ - ~ 3 _ ~ Qr ~,2 . I 1`a 2 f~ $ ~ , 11"64 t ?F ~ >1 _ t~, . r i 1 + _ ~ - - ;n - _ _ ~ y - `'t. W ~ - _ to -n tit i ~r ~ m - 9' .A ~ ' R1M t ran ~ o~W _ ; ~ - o i ~ 30.50 u, - .o.. , , - ~a m pp , • ~5 37 3g _ ~ f:F: ELEV., _ # ._--.a. I r - F.F. ELEV. ~ ELEV., F.F. ELEV. F.F. ELEV. - - ~ _ = 645.30 5.30 .645.30 647.00 b47.00 - ~V . i ~ ~ ~ 4 v - •n - ~ ~ a ~ - r ' . _ w N ~ m °'r0 ~ ~ ~ - ~ ~ ~ o,:~, \ - c5 .s E 1 - i ~ _ _ - m - 8 ` - ~ ° t'~ - 'C"' = t - ~ ~ ~ ?h 6 ~ ~ - . . • r • - ~ r co m . tA' ~ ~ r; RIM + RI : ' J' ~ 637.00 ~ d ~ r f _ - S + 0 50 _ r - ~ ~ f - g~ ~ti.. 68 ! i ~ - I V V .ice - h I, 8 - (L_ u b6. f ~ = - . r ~ - ~ a _._T. ...w n ~ ;n ' _ a• o - ? ~ ~ ~ ~ ~ ~ _ { V i C~ETENTION ~ ao~. ~ j _ ~ - r . r 6 ~ ` ' 4 WE1'I.AIVD ° RIM W,'~ . Y 1 0 fuu 5.5 ` 63 4 . - SEE RETAI S 1 ELEV. F.F. ELEV. ~ ~ ~ = ° . - • _ - - V I - ~ e _ . 64r 50 s r. ~ F ~ _ -o .W.WW 3 ft:50...,_ 641.50 1 ,p. o a - L1 0~ ..r ~ ~ . s - . RIM 63947 ~ ° Q~ ~ w ' W w - ~,m~, ' ~ - - r . g { - _ to ,f` - ~ ~ - o• N s ti ~ Yp ~ ~3 ~,f ~ - m ~a E irr V _ - ~ r ~p w ~ti = _ o ' _ ~ ~ ~ - ft fi' a 4 , ~ P _ / ~ - ~ ~ _ . . _ ~ RIM F, 5 cP = 1. r r, t: ~ / ~ _ + ~ ~ - - .V4 I t ~ ,i ~J~ t~: ® 00 0 1 _ ; 640 r ~ _ .y ~ R~ DSO F r _ - it ` % ,1~= / rr. `z+"' i fr .P G~~/ --moo z • s•1~ - ~ ~ 636. t - S - ~ ' ' i i ~ z ~ . ~ ~ F{~~ ~ ! t Y i ~ ` ....w.r n!. M. - i . ~ - .a i ~~„n..n h -i 7 f~ ~ f • saw. waww ~ ' sir. ~.MYY. p ~f ~ ~ 1.., .e J..... ~ 1e : t ` ~Y LE V 5Q Igo 0 t - 2 ~ of ± ~l • • f ~ fin, ~ t s : ~ ~ i r _ : - ~ ~q RIM - ,I - ~ ~ 636 0 RIM /634.08 ~ 63$.20 ~ M - - . _ _ 3 _ RIM ~ o 00 i- - - I - - b38.44 ~ RIM - ' ~ V-~~,,. r _ - - ~ 637.92 : ~ ~ _ - . V a` a ~ o r~ 4_ a ~ c o ~ 6 n RIM 6' ~ RIM Q ~ IM RIM f 634.08 638.za i = X i" 0 _ r r A~ 637: ~2 ~ ~ b37.30 z _ - - ti_~ _.l ~ 1 ~ D - - ti ~ . rr _ i r _,A ' r .f _ F t It - :I.. ( - ~ _ _f . _ ti~ } ~Jr S r z ~ 1 . ,t N~ ~ / , . 640 f ~ f f d` / ~ f _ ~ . , - ~h I ' ' ~ ~ RIM / - ~ b3628 J. ~ ( = ! t, I ~ ~ -_r- ~41 ~ _ ~ _ o i ~ o _ - ~ ~ ~ _ - RIM - - i ' ~ ~ 636.28 = i~ o _ - ~ , i ~ 3. ~ . ! ~ t~ a ~ "~t • - ct3 Z w y 47 48 49 ``5Q f 9, 46 f 5 54 WMLJ F.F. ELEV. F. ELEV. F.F. ELEV, FA ELEV. F.F. ELEV. _ N, F.F. ELEV. ,F. ELEV. ._.,_F,F. ELEV. y = F.F LEV. F.F. ELEV. 56 _ ti F.F. ELEV., 57 - - , FF. - 58 636 36 - S b .0 F 638.00 638.00 638.00 640.00 640.00 &42.00 --641W _ -64200 _ 90 b42.00 F.F. ELEV. F.F. ELEV 59 641.00 h - F.F. EL 641.00 F F. L 634 641.00 I 641.00 634 `f 632-- (9 1 = A _ 3 3 - 67 _77- Lu cro U t1~ y 1'! 1y 638 y ~y 1 636 ~qy 3ay s"p f = wr f = - a~ a\ 640 a~' k~• = ' h h z. 640 6 638 638 638 a RIM _ 637.32 /634 _ f I i 638 f _ 632` RIM RIM d 4p TEMPORARY BENCH MARK 637.32 637.00 t, f AARK W I's = 630 RIMS , - NOTE: I 63.40 F' NAIL IN POWER POLE m '+a _ Q . _ - - i 628' i` WEST OF COLVARD DRIVE CJ% NATURALLY TREED BUFFERS SHALL DRIVE _ U - - 0D Ln REMAIN UNDISTURBED. N r O? r I ELEV~ 6%89 r p~ i z DE7ENTIQN / 8 f} - SEE SHEET C 3 FOR LOCATION 8Q 1~VET~.AN #2 ti CITY OF GASTONIA ""A'nON KE DETAILS s. FUTURE GREENWAY LEGEND J t~ / c?~ ?5 FROM PROPERTY LINE OR 50 MIN. FROM TOP OF BANK W ! 0~ A u~ go m b3 I 1 µ i / 05 -n t m PROPERTY LINE 0 ui V) ° I ON ;G STREET RIGHT OF WAY LONE - .?Q.0 'Y 628 ?a° z~ o, 6 24 24 VALLEY CURB & GUTTER US o DRAINAGE SWALE m ;n 5 2 00 t'A r ~a cy. j W ;!1 r j m CONCRETE SIDEWALK in y a, o, t t~ $ N ! I CREEK CENTERLINE BEFORE YOU DIC YOU Diad 1 CAL. 1-800-632-4,4 - 50 BUFFER LINE N.C. ONE-CALL CEIS 504*2--4849 :ALL CENTER 6 2 -sz _ 0. ITS THE L.AWI SETBACKS HE LAWl z ~ CO NOTE: r . 6 ~ E N 3a FPE 66$.0 FLOOD PROTECTION ELEVATION o r 3:I FILL SLOPE - INSTALL GRAPHIC SCALE IN FEET ° 634 w FED m , m 1 633.00 TEMPORARY PROTECTION ;y 633.00 d,- rn 0% FG FINISHED GRADE ELEVATION ~s o w o r 1 30 0 30 60 O CD m 1- ~ c3 60 90 rn m o fllN 9 m m 11 is , MATERIAL S 150 PER NAG ti N I I FL FLOW LINE ELEVATION OR EQUAL PER MFG. SPECS. -RIM .r FS FINISHED SURFACE ELEVATION A17 ;7 (TYPICAL) Qw~=U Q 0~~ v)a u U CY~n cn s FOR CONTINUATION SEE SHEET C- 10 g t 4 u. ~ t _ ~ ~ ~ ~ ~ , _ _ ~ , I ~ ~ - ~ _ ~ ~ m ,~~y ~ ~ f aaf• o ~ ~ ~ f= r _ + ! + 1, .y F - ~ t t ~ [ t '.ti l 1 ~ , N O ~ `s + ao R35 'TI + _m - 4b . v 1, t\ , _ / Z ~p ~ c , o 36 37 ~ 38 ~ 35 - _ OCR _ ~ I fig ...-F r' ~ fl O rr,,,, , F.F. EL F.F. ELEV. F.F. ELEV. ` F.F: ELEV~ - b45.30 + b45.30 647.00 647.00 - . r ` ' ~ r - J ~ M t .C V `tel. S ' ~ ."r ~ ~ ~ . t U O 1 4 ~ ,a .x - ~ 1 5 E r . • - k t. \ S t ~h7 W i r O ~ : ~t i , \ ,t \ M1y ~ - , • . ao N _ O " : k i My / % h ti ti~ + ~:.-y - ~ i 1~` / t~ l~` ~ i` h j y,` ti : 7 T 4 Z 6 - ~ ~ ~ i 9 ~ ~ ~ ~3 rr n DI + ~ ~ ~'J ~ .I \ \ i~' \ ~ wmV - ~i + w E ~ o ~ ~ RIM \ ' o b3 40 _ 50' - . ~ o ~ ~ k~• ~ 4 + ~ ' ~ ~ - ~ ~ ~ ~ + - I 1 - i; - - B3 - 6. . , ~ ~ ~ - _ 6. . , ~ ~ . sic 0 - ~ J - - _ - 13 ~ w ~ W ~ p ~ ao m Va m Q~ ~q' ~Q. j _ i ~ o tiv ~ may., w ~ - ' - CORPORATE ~ 635.54 R ~ = ~ fj, . - - F.F. ELEV. F.F. ELEV. ~ - / 6 4 W - o ~ `~s - a 64 L50--~..._ 641.50 A SEAL.-* / RIM - _ .p, 639.47 ' p ~ . f ` a• ' a w 639.47 3.V.. a - . q`' ~ ~ ~ ~ _ ~b w - ~ _ - _ ~ Q f _ i j _ ! ! i 1 ~ ~~~rrrrr~ittttt~~ - ~ r; - ~ RIM 0 I ~ _ RIM ~ _ ~ F _ r .F, _ _ b39.7b ~ ~ 4 ~ _ i ~ t ttt rrr \ - + --1 :00 ~ r ~ - ~ ~ _ 9 F = } y _ FtEy, o _ i _ ~ ~ a ~ A y ~ _ go a I key A,y : ~ A~. -640 - 2 ~ _ ~ Aso - _ _ - fiF ~ ~ ~ ter 1 ti ~ 640 - ~ r. - 3 636. 0-=- ~ . ~ ~ , .s ~ ~ ~ F F 1l 7 Quo ~ 'p' r. - - .F '1 r5. Z to ~ .v'y , '1 - - y ~ ' v a ~ _ . - - ~ ~s~- ~ - S AL w r ~ - 7 . qh ~ ~ ~ ~ 164 M - ~ RIM RIM 3 - - ~ RIM 636.10 . ~ ~ 3 _ - ~ 1 _ ~ ~ 638.20 _ r - , , / ~ - r 09 19 638.94 t ~ _ ' g j hY1 o ~ V _,r..-- ~ ~ c ~ RIM O f' .r--- ' . N' 'jI d 1l V lt~~rrtrtilllt~t ` .l 5 cP - • , 638.20 _ _ 637.92 a 637.3Q ~ - - g ~ - , - ~ - ~ a % ~ - f ` ~ _ - ~ i _ - f 638 r - _ , _ ~ I ; { ~ - --.r. ~ ~ i, I t I i ~ ~ ~ _ _ J/ y- ' I i F ~ ~ J ' ~ .1: _ a 63 ~ ~ v8 b40 1 t f - ~ _ t ~ ~ ' : v- .~.a...~... _ - RIM - - - - i ! t:_. a ~ ~ ~ I ~ r ~ { _ ( _ ~ - _ _ . - ~ 636.28 / ~ ' - • ~ . _ _ _ ~ 1 - '~~l f~ i ~ i ~ _ h ~ ~ , ` ~ - RIM . ~ _ 1 ~ r i - - 636.28 °o - 1'`~•.. ,,,,,~.•y-' ~ _ - 1 ~ , ~ ~ ~ ; ~ • ~ ~ _ , , - - . , - _ - _ ~ ~ ~ ~.48 49 '`-5~1 r . 9~ y~' 52 r~` 5 f ? 54 - - - - J S Vr a ' rY 1' F.F. ELEV. F.F. ELEV. F.F. ELEV. F.F. E ,.F.F. ELEV. _.~:f. ELEV., _.r F,F , LEV,. F.F. ELEV. ~ S6 ELEV. ~ - F.F. ELEV;~ ~7 , 58 636 ~ _ . ~ F ~ 8.00 ' 638.00 638.00 640.00 640.00 t 642,00 r64Z,00 _ r - .DO 642.00 F.F. ELEV. F .F. E ( 64!.00 - f.-,.---_~ ( I 641.00 i ~ t i .641.00 F F. EL h _ gE~ ~ A ~ F.F. f:~ - 634 - - - .fir.. - S Loo ----.w...+ _ ~ ~ bar.oo ~ -wr . - o ~ R,~ ~:o0 1.-- ~ - - 632-- - S ~ A 1 f r' { r f' 1f' - _ - o? ~ - r ~ ~ g o a . - r y F- _ rv r - ~ s ~ t - ~ ~ E ! ~ ~ _ E I W _ . _ - . X~4 y ~y ~ r ~ r ~ r ~ i g 1~ 638 k~ b40 A4. k\ ,C,, - . - ~ - ~ y ~ y t y 640 - q A - 636 3 A~• A~ A~ r y ~ . 1 63$ 638 RIM ` ~ - ; 631.3 1 634 ~ 1 638 ~ - ~ _ - - . ~ G ~s - _ i - _ _ _ , r . - 632 - _ ~ RIM 638 - h ~o A _ - _ _ - _ - ~ . RIM ` 637.32 ~ 1`' , ~ 637.00 ~ - . 630 ~ 3~ ~ - swn~ r - - . s ~ _ - - - - r a~' .~.w... ~ -~..y...~_ 1 1 RIM I 637.00 '628' ~ t _ - . - r : , - - - - ~ - - ~ . . ' - f , w ~ r 'n F ; 5 - w....... - - . - - PROPOSED WALKING TRAI! = „ - _ . _ - - rr P - - ll v _ - - --SEE SHEET' C-4 FOR DETAILS • • o~ _ _ ~ 0 , t , . r , 3 ~ ~ _ . - < _ r f ~ iV _ ; .:.:..:::'ii?: • - --tip _ - _ _ ~ ~y ~.J i ~ ~E ~ I Y _ _ - ~ _ - t~ ao ! . r ~ ' ~ rte- _ - . - C` v, ~ ~ F I . - - -.ti a ..._~-2 . Zy i / = Y . ~ . ~ , d ~ .:_y _ 6 - f _=.3 ~ ~ ~2? _ - : ' o~ Z 00 ~ 'A r ,A ~ I f ~ ~ ~ i i' ~ F~ , , f'> r- - ~ s 3 ~ ~ ~I ~ _ _ _ - ~ ..F 1! _ 5~ ! ( y V ~ 1 .i - - _ + h _ 1 f i r ~ - 3 ~ ~ - . ~ j ! r ~ ~ ~6 ~ 1 ~ f , a 1 Y t _ w ~ ~ ~ . _ N - ~ / . 3 ~ ~ - I, f W ' ~ { ~ ! r - J ~VO ~O M~ 1 1 634 - w s 633.00 m ~ ' T ~ r ~+j ~ - - --.-w._.~_. ~ _ ~ - orw - ~ ~ - ,,r~ r~ ~R~ I - cz F~ z AWk 0+ ' ® ( ; ' I 2g eV~- 6 6 2~2s, M D AIM At . NOTE: 632.5r _ p4 C. °n 3:1 FILL SLOPE - INSTALL i t3` s~ v+ nrl TEMPORARY PROTECTION 0% ()D ji! 010 E~ w a RIM w ;n o MATERIAL S 150 PER NAG 63257 m a 10000 ORE UAL PER MFG. SPECS. (TYPICAL) , << o ~ 4p W r 3~ v 6 h U to CITY OF GASTONIA ~'Q f 0000 g 3 632 0 FUTURE GREENWAY 75 FROM PROPERTY LINE OR ~ - oUMr~stE_ - - 30 4000, +~D 50 MIN. FROM TOP OF BANK TEMPORARY BENCH MARK 3 64ARK uj w tX? 16,93 b / NOTE: NAIL IN POWER POLE z ~v • w In ^rn DRIVE 4t, NATURALLY TREED BUFFERS SHALL WEST OF COLVARD DRIVE REMAIN UNDISTURBED. ELEV. 659.89 u [701.. , a Q - Y z SEE SHEET G3 FOR LOCA710N ~AMC}N LU % o+ n b_ LEGEND W o 3 >000 '0000, fl- ~ { ter: _ PROPERTY LINE 0 Ul STREET RIGHT OF WAY LINE 1 / . 24" VALLEY CURB & GUTTER Zre 0 'Z >Aga k - jJ r - DRAINAGE SWALE "ZI CONCRETE SIDEWALK ' PROPOSED WALKING TRAIL / CREEK CENTERLINE BEFORE YOU DI ~ 50' BUFFER LINE CALL 1-8~~2- N.C. ONE-CALL CE SETBACKS ms THE La)nn c YOU D3Cld ao-632-4949 SEE SHEET C-4 FOR DETAILS `.ALL CENTER 6 r / HE LAW CO FPE 668.0 FLOOD PROTECTION ELEVATION ~ NOTE: GRAPHIC SCALE IN FEET FG FINISHED GRADE ELEVATION FEET m m ~ 3:1 FILE SLOPE -INSTALL 30 0 30 60 60 90 rn °m~m °D m SC I I I o TEMPORARY PROTECTION FL FLOW LINE ELEVATION <rIA MATERIALS I50 PER NAG FS FINISHED SURFACE ELEVATION v` ~ g OR EQUAL PER MFG. SPECS. (TYPICAL) z U, w(-9 U~ I ~ ~uio=v6~ z U cn cn U s k ? ~ I ~ . ~ I ~ ~ ,.,c t 1 ~ ? , e . ~ ` i ~ , ~ i : ~sr ~ r f/ ~ ~ I\ ~ ~ ? ,1 GRADING NOTES ~ ~ - I i I ; i G~ r~ ~ ~ / • ~ ' _ ~ - ~ ~ ~ \ f ..r/ ~ ' - ' = ~ I. TOPOGRAPHIC fNFORMATION SHOWN r - ~ ~ PROVIDED BYAERO-DYNAMICS, ING 5 ~ ~ L~ ~ ~ ~ ~ I 2. GRADING SHOWN INDICATES FINISHED GRADES WITHIN STREET RIGHT-OF-WAY, LOT ~ _ INC. -OF-WAY. LOT N J ~ / /j '4 Hi ' j 1 ~ _ \ ~ / ~ / ! ~ f 't 4 ~ GRADING REFLECTS APPROXIMATE LOT GRADING AND BUILDING PAD ELEVATIONS PROI 0 VATIONS PROVIDED N co ~i ~ ' i \ i y e , , r- . ~ i ~ - ~ ~ ' FOR SITE MASS GRADING DIR \ , . _ ECTION AND PROJECT EARTHWORK QUANTITIES. FINE GRA! TIES. FINE GRADING N - .Y / ~ t 1 1 ! ! i _ ~ _ . INCLUDING SPECIFIC FINISHED FLOOR ELEVATIONS AND LOT DRAINAG SHALL BE DI ~ ' E, REC \ ~ tt - 'k t 1 . _ - THE BUILDER OR PER A FINE GRADING STUDY PROVIDED BYTNE PROPERTY DEVELOPER. HALL BE DIRECTED BY V 'DEVELOPER. Z .o \ ~ ti ~~P ~ ~ ` ' ~/v ,lye O i ~ ~ - 3, ALL ELEVATIONS ARE IN REFERENCE TO THE BENCH MARK WHICH MUST BE VERIFIED B' 1: / • ; , BE VERIFIED BY THE 4 r l - • 4 - _ • ' GENERAL CONTRACTOR PRIG TO RO _ - w. ~ R G UND BREAKING. \ \ ' ~ . / t. i ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES. O N LM ~ / ~ - y _ \ . \ • ' ~ t, 5. REFER TO SOILS ENGINEERING RECOMMENDATIONS FOR DIRECTION ON FILL COMPAC \ ~ . d FILL COMPACTION s . ~ ~ ~ r \ ~ i \ 4 , \ ~ ~ ~ AND ANY STRUCTURAL CONSIDERATIONS. UNLESS OTHERWISE NOTED, FILL SHALL BE _ \ , ~ COMPACTED TO 95 ~ A.AS.H.O. STANDARD COMPACTION. LL SHALL BE U N f . b. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHALL BE ?N SHALL BE u I' f r ~ R .I ! ~ - ~ - CONSTRUCTED AT 3:1 HORIZONTAL TO VERTICAL OR FLATTER PERMANENT SLOPES Of ~ \ _ - \ _ ~ NT SLOPES OF 3:1 ci Ln to ~ / - + e SHALL BE CONSTRUCTED WHERE MOWING IS DESIRABLE / \ ~ ~ 7. SITE CONTRACTOR SHALL PROTECT ALL TREES AND VEGETATION iNDI , CATED TO REM v ma ;ATED TO REMAIN, 4 \ • . ~ - - ~ ,CRK: ~ AND MAINTAIN ALL TREE PROTECTION BARRICADES. M ~ ~ y ~ - \ • ~ . F ; ~ ~ 9. PROPOSED CONTOURS IN ROADS REFLECTS FINISHED GRADES INCLUDING ASPHALT. P ~ : - - t ~ P E: WATER SU FA • E \ - \ r ~ ~ i ~ . _ \ • '`4., ~ _ PAVEMENT CROSS-SECTION DATA TO ESTABLISH CORRECTSUB-BASE OR AGGREGATE BA VG ASPHALT. REFER TO 3GREGATE BASE z o J i t ! , - P ST WA R SURF' I COURSE ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT. REFE -'Y=;t. ~ - RTO ROADWAY FPE• \ \ 0 ROADWAY PROFILE M rr'' , { r ~ ~ t ~ t r ~ ACRES 1' ~ 1 , \ t ~ ~ _ ~ f SHEETS FOR DIRECTION ON ACTUAL GRADING RE UIREMENTS WITHIN CROSS-SECTION Q ~ \ \ \ ~ - „ ~ ~ PROPOSED STREETS. LOSSN -SECTION OF i ~ - \ ~ ~ ;o: j l ~ ~ 1 • - - ~ - _ : _ ~ ~ 9. LIMITS OF CLEARING SHOWN ARE BASED ON CUT & FILL SLOPES AND OTHER GRADING HER GRADING / r ~ 68~ .f. \ \ o _ ~ POS ATE \ ~ - ~ ' r ; RE UIREMENTS AND ARE APPROXIMATE. ACTUAL LIMITS SHALL BE STAKED BASE BASED ON FINE ,r r _ I i 1 s. ! ~ f , ~ ~ / , / _ 'i '1 ~ ' ~ - ` - ' ~ 3 GRADING RE UIREME TS OF L / \ ~ ~,,r; . - ~ , Q N OTS OR ROADWAY GRADE AND CROSS-SECTION REQUIRE \ - ~ ~ \ ~ ~ .,,,µ,,:~,.s,~,,....Y.._..,_.:.~r:.. .,i,,,,~ _ _ _ ~ 10. ANY GRADING BEYOND THE APPROVED LIMITS OF CONSTRUTION IS SU8 ECT TO A FII TION REQUIREMENTS. \~~sstsitrrjJ,, IBJECT TO A FINE / / t - 1:..„ ~ ~ ; 1 i. STABLIZATfON IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NE+ SEEDING IS NECESSARY b S I {r j~'~~~,~ ~ ~ e ~ ® i E ; ® - J~ f~ ~ ~ ~ ' ` TO ACWIEVE EROSION CONTROL ON DENUDED AREAS AND PE I r ® ~ ES C ALLY WHEN THE ~ ~ ~ - CONSTRUCTION SEQUENCE REQUIRES IT. ALL GRADED SLOPES SHALL BE SEEDED OR LANI HEN THE j% EDED OR LANDSCAPED % f f / I ~ ~,l ~ f _ / ! , ~ ~ ~ ~ ! ' _ f'~".'::~,... ' WITHIN 30 DAYS OF COMPLETION OF GRADING. AI-L REMAINING AREAS SHALL 8E SEEDEC ALL BE SEEDED WITHIN CORPORATE . i t ..r e ~ F ,f _ - 1'^•- 1 ~5 DAYS. ~ ~ ~ ~ ~ ~ / ~ ~ / ~ ~ . I2. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES AS INDICATED ONTTH ;ATED ONT THE / _ - _ ACRES o ~ l~. ® 4 . EROSION CONT i ~ ROL PLAN. NO DEVICE SHALL BE REMOVED UNTIL THE SITE IS STABILIZED. IS STABILIZED. / ~ ® - ~ . e r . . j,, _ _ ~ ~ f ! 3. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTING GRADE. STING GRADE. JTTROL PLAN IS SUBJECT O ' . • I - r`--~ _ ~ ~ _ - _ - ~ T` ~F'RE ~ATE"~ S ; : ~ 14. GRADING MORE THAN I ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS . r / _ ~ ~ °1' TO A FINE. .ACRES . ~ f ACRES . 1 / ~ r ~ `f / `F ~ b ; ® I ~ ' , ' 15. CONTRACTOR SHALL INSURE POSITIVE DRAINAGE ATALL CUL-DE-SACS AND [NTERSE~ r,: } , -,l ti . t" ~ ~ i ' 1 b. THE CONTRACTOR SHALL f MMEDIATELY REPORT TO OWNER AND ENGINEER ANY AND [NTERSECTIONS. ,~~~~i,'' ~ • C t4 %I>>` jJrriritl ~ ti - r - ~ ~ ~ , DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION INEER ANY TRUCTION _ / _ wit f' ~ 3. ' - ? i ; . I DOCUMENTS AND SHALL WAIT FOR ]NSTRUCTION PRIOR TO PROCEEDING, 1` ti ~ i 4 ~ . r' _ _ ~ t: b h ~ y,,.. _ ~ ~ ~ G=_ I7. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOI.ITJON LANDFILL PERMIT FROM THE ~ ' . ' 1' < 0 ~ - - ADMINISTRATOR. IIT FROM THE ZONING +s s t rr rlf i ~ -~3 I f,. t . / i.: r:. ~sn . C I ~ 6 18. REFER TO SITE PLAN FOR ADDTIONAL NOTES. _ f ~ ~ ~ ~ + ~ ' ~ t C= 40 e ,r ; _ _ ~ `t 1' ~ j ; 1 't ' y. ~ , ~C~ ~ ~ ~ ~ I i , - - _ t ' ~ l ~ , S = 11 4 r ! F-~ O.a J ~ ~ ~ ~ l j CR ~ / / , I 1 / _ 5 1 > I - ! , ~1 = .'A,4 \ I ~ i \ ~ ..s . + ~ ~s' ~ ® ,r`' , /'~Q 1 ~ r 4 1, ~il~ J r 1. ~ 1 ~~B C L ' ~2. f' ~ C~2 ~ . ,d 5 _~x ~ / ® o r \ . / ~ ~ ~ AGES _ ~ ~ ~ • 5 - .,.•.~K:. ~ 1 R!6 e ~ ® x. ~ ,r ~ - ~ ~ f r 4 O bSt3* ~ - - _ s ' J . - 'PRE WATER RF~ t r ~ ~ Ip i ~ ,~1 r - ~ Qf`~ ~ . _ } ~ O ~ (A, _ • ~ ,1 4 •V • Jt f r l ~ - , - i OST- WA - SURFt .,.r ~1 r FPS; 196 - S , ~ ~1? _ - / Y ! ( 3 F'' ~ / CRK: } J.- f - .f ~ ,n ~ - ' j NORM DRAINAGE AND DEVELOPMENT AL N ' _ ' - Pj~{= WATER SURF VITAL NOTES \ t _ - f~ Y. ~ I r ~ ~ l * ~ s; ~ 7~- - f •.n 640 t _ - - - : PO - ~ ST WATER SUF 1 ~ ` s, f,. ~ ACRES I` - - - i \ t r $ _ I ~ ' ~ : _ ~ SHAL B 1. ALL CONSTRUCTION L E IN ACCORDANCE WITH CITY OF GASTONIA STANDARD $ / . ~r.___.._-~-4 D13 F , ` ~ - : - SPECIFICATIONS AND STANDARD DETAILS, IA STANDARD - - _ - x a.21: ~ ~ ~ \ , F S' ~ . - 639 . ' - ~ ' 6 ~ - ' r ` ~ 2. DRAINAGE DESIGN BASED ON RATIONAL METHOD. G A R 1 ti ~ ~ ~ ~ , - r ~ ' ~ . ~ ` , _ ~ ' ! - 3. MINIMUM COVER ON STORM DRAIN PIPE TO BE 2.0 FEET (UNLESS NOTED . r f. ~ ~3}~ . \ } \ ~ f / : / r / / / r ~r. ~ ' : 'f 4. ALL PIPE LENGTHS ARE HORIZONT L DI5 CES D ARE APPROXI / ~ A TAN AN MATE. ~N ~ i' V ~ , V - ,4 r ~ / , - , ' / ~ ACRES i ~ 4 ~ _ 1 . - - 5. RIM ELEVATIONS SHOWN ARE APPROXIMATE. UNLESS OTHERWISE NOTED, RIM ELEVATIC , RIM ELEVATIONS i~ f ~ ~ _ _ ~ , - kX' - .~..w _ - ~ F 4~' / , E ~ . SHALL MATCH PROPOSED GRADE ELEVATION. << ~ J'` • ~ _ - ~r ~ ~ b. ALL WORK AND MATERIALS SHALL CONFORM TO LATEST EDITION OF THE NCDOT - r - Fx. / / f - - ~ ?r ~ + r ,,ice - STANDARD SPECIFICATIONS UNLESSOTHERWiSENOTED, NCDOT f F, ; ~ i , ~ _ 7. ALL TRENCHES SHALL BE BACKF(LLED WITH SUITABLE MATERIAL IMMEDIATELY AFTER PIPE E 'ELY AFTER PIPE ~ ti j ~ C&29 _ _ , ' .may - - ~ h ~ ~ / l `V r , f Ss i F• / 1 ~ w: r r 'S ~ ! Q.~$, ' • lS LAID. THE FILL AROUND PIPES SHALL BE PLACED IN LAYERS NOT TO EXCEED SIX b IN :CEED SIX(b) INCHES ~ - s:r % / ~ ~ - ~ ~ . s ~ ~ - _ / a.2 i ~ • E~ r , - -ACRES ; ~ ~ AND EACH LAYER SHALL BE COMPACTED. ~ -63s ~ >t ~ _ - ' . - 8. NO WATER SHALL BE PERMITTfp TO RISE IN UNBACKFIU.ED TRENCHES AFTER PIPE HAS , TER PIPE HAS r F~ ~ - ~ ~ ` .c` ! F ~ . ~ EEN 1 3 . r ~ - • I b'~' _ ~ - ~ 9. ALL PIPE SHALL BE MINIMUM CLASS III REINFORCED CONCRETE PIPE UNLESS OTHERWISE ~ OTHERWISE NOTED. - - , ~ b t - ~ - i , r - ~ + - ~ ' ` r : ` ' ~ ~ 14. ALL CONCRETE SHALL. BE 3600 PSI. ~ f~ ~ ~ ~a~ ~ CSI s - ' ~ l - , / r _ S I I. MINIMUM G N PIPE TO BE 0.5~. C ~ AC : fig. G ; BADE OF STORM DRAT ~ . - ~ I F. ~ . F .y ,F ! 12. MAXIMUM-GRADE OF STORM DRAIN PIPETO BE 15.0%. I~ ~ ~ i 1 - ~ n a . r I , - - - ~ _ ~ . / , ` F F ~S~, , 13. CONTRACTORS} CONSTRUCTING IMPROVEMENTS SHALL BE FULLY RESPONSIBLE FOR _ { : ~ r , :)NSIBLE FOR r - ~ ~ COMPLIANCE WITH GOVERNING ORDINANCES AS INTERPRETED BY THE CITY OF GASTt i CITY OF GASTONIA, r ~ - CB-b ' ~ - , ~ ~ x y ENGINEERING DIVISION. . . . - ~,,r ; ~ 'gyp ~ I CONTRACTOR(Sj CONSTRUCTING IMPROVEMENTS SHALL BE FULLY RESPONSIBLE FOR :)NSIBLE FOR , s~~ _ _ _ _ _ ~p, E . - CRS ` ~s ` AC ES i ~ ~ - _ r Sn{ o REQUESTING LOCATION FROM THE PROPER PARTY, OF EXISTING UiILiTlES PRIOR TO TF ' r f / - a+ :S PRIOR TO THE - b ~ _ ~ . :t' • ~ ` r F:• ~ _ _ COMMENCEMENT OF CONSTRUCTION. a - - - ~ i , _ _ q~ ~ e r ~ ~ ~ ~ r•~' ' - F5. TI•IE CITY OF GASTONIA ENGINEERING DIVISION SHALL BE NOTIFIED 24 HOURS IN ADV~ I I r ~ ~ J; i ~ ? f ~ _ ~ • OF THE COMMENCEMENT OF CONSTRUCTION ACTIVf11: (OURS IN ADVANCE Q ~ - ~ ~ ~ ~ - ~ ~ y . - ' . : ~ ~ , , , ` ~ - r ~ I b, ALL FLARED END SECTIONS SHALL NAVE REP-RAP. ~ e I . - _ _ - - - r ~ 9 ( NOTE: f ~ ~ w f l~ ~ ~ " ~ I7. PSDE DENOTES PERMANENTS O D G EMENT. T RM RA1NA E EAS • #wrts ~ ~ 1 a - C&9 ~ 3:1 FILL SLOPE -INSTALL - r t!~ ~ i ~ Ir. . 4.9 9 r ~ ; ~ wi. ~ ~ • - 18. Al.L PROPOSED DRAINAGE STRUCTURES SHALL BE OF BRICK CONSTRUCTION. ION. ~ _ _ i r .23 ~ TEMPORARY PROTECTION ; ~ ' t / r ORES = ~ t r` MATERIAL S I SO PER NAG ~ ~ 19. EXISTING GROUND CONTOURS SHOWN ARE FROM AERIALTOPOGRAPHY. FES INVERTS Y. FES INVERTS / ~ i i ' , r , ~ , - SHOWN ON THE PLANS MAY HAVE TO BE ADJUSTED TO MEET FIELD CONDITIONS. / , ~ OR EQUAL PER MFC. SPECS. _ _ 4DITIONS. F _ E • ~ PICA ~ - . ~ rQ~ - . , '•y ~ t ~I r r f ~ 5 ~ E V) ~ , 8 ~ 0 / a C ES ~ r t - ~ b ` f' I , .9 5 0.1 - _ 0 f ~ ~ ~ - : , ~ ACRI r ~ RES f S ~ C r / ' ACRES ~x. S I~ F + r ' ~ < • ~ y - ~ ~ o r ~ ~ ® - e Y; ~ ii \ ~ - r + - .50 r I iJ - ~ t. ~ , ° ~ - - A ~ ~ 1 r ~ - i ~ , ACRE t ~ ~ V ' - , ' u 4 ~ ~ _ ,..r ® . t F~ 0~ 1 , ti ` ~ \ i ~ cd 2 u < S ' r W MHA 634 - - r 1 1 4J t~ x t _ c&! ti c& 1 ~Psl cd Z y C&i / , 18 \ 1 I N1% 4wJ C&3 i , ~ : - i r~ 413$ - ~ _ ('~rf \ A RE' S .4 ® 'f r r 0000 f sue.:.:.. r r r \ rr` r Ilk V / f 1 tr _.0,99 1 1 1 6 s 't ORES ~ Q~ 1,13 L • NOTE: fir. eyt • `a \ a ` TEMPORARY BENCH MARK [ARK w , f k. :25 F l A ES A ES \ f NATURALLY TREED BUFFERS SHALL ~a F t O - I DETENTION ~ 9 -40 NAIL IN POWER POLE 0% REMAIN UNDISTURBED. z WETLAND #I 1: 1 ® G WEST OF COLVARD DRIVE A, )RIVE b8 0.28 . ~ 0.31 i 1 l.. s ELEV. 6%89 z f. F 6 ! ACRES •.4~ ir ' / b3q rr' 6 i - A~ r 636 d1 C-3 FOR LOCATION SEE SHEET b ATION w / f b 00, LEGEND b3 a € ' - L 1 -b 36 0 6 A t 1 r: i w . DETENTION D C t PROPERTY LINE u bas . ~s~ RES ' ! -21 r ~1 6 . o - - r !t - Bt0 I Rk. STREET RIGHT OF WAY LINE r' yy J 4 Z kr 1 • . 3 _ - - f F7 F f A 1 u 24 VALLEY CURB & GUTTER 0N_ 3 f ST ~T { Pvq F DRAINAGE DITCH me t r an. : s . b R s / 0,42 CONCRETE SIDEWALK C~ - B- I \ S p . Fq F s ACRES / F c r . -1000, CREEK CENTERLINE BE FORE YOU EPIC! YOU DtGd 16 0.02 ,1+ ~ mss, - • CALL 1-800-632-49 ? . 0-632-4949 V. ! ~ 632 - - So` BUFFER LINE N.C oNE-CALL CEM F t'i'S THE LAW! nLL CENTER EE LAWl 630 f r SETBACKS co Ile" Q NOTE: ~ tP / FPE 668.0 FLOOD PROTECTION ELEVATION GRAPHIC SCALE IN FEET Lo o m m o a -EE1' C - :4 3:1 FILL SLOPE INSTALL v i / Nv r- - . t` ' GDUE GENERAL DRAINAGE & UTILITY EASEMENT o ~r Ln a o - - TEMPORARY PROTECTION M CITY OF GASTONIA / 50 0 50 100 IV, ~ • .r?'~=';• DRAINAGE AREA BOUNDARY )o 154 ~m~m~Ln 0% C) I ! :tt MATERIAL S 150 PER - ~ NAG FUTURE GREENWAY Q.A. DRAINAGE AREA (ACRES) U m I 8 _ r OR EQUAL PER MFG. SPECS. 75 FROM PROPERTY LINE OR - Luui a`zz~ U* 1 Q w 3 Z U 6uor~ - uju 50 MIN. FROM TOP OF.BANK u OV) CL V) s r' ' . r 9 ® i+ o~ pd~~. w ® a ~ INY OUT 631.32 INV N G3t.5;7 BUT 631.32 ~ CB-4 N f~31.57 { RI 3 .30 ' tNV N G31.Si ! N 63 I.S~~I v ~ ~ 1 w ~ ~ O N w ~A can ~ FES-41 0 0 0 IN O T 30.0 i -o I IN O T 30. 3 I I- 0 IN I 63 JS IS" 'RIM 63500 °N' m ~ IN o ~ X ~ IN~ O. T 33.5 ~ T- RIM 637.00 ~ A Z O n j ~ v o~ _ ~ ~ ~ ~ ~ ° Q ~ m v IN O T 3.5;5 I- 9 m ~ ( w tin ~ IN IN 633 75 RIM 63T !5 ~ ~ ~ a i I ®OUT 645.80 Q CB-24 ~ I N 1 64 .00 RI 64 .25 ~ ~ m ~ m O 1 ~w ~ ~ n ~ ~ ~ I N O T 46.5 i- 3 RIM 650.00 N p o IN OUT 36.5 I- 8 RIM 640.00 t~? ar? w ~ INY O W IN C~,~ O INV OUT 644.09 18" CB-27 IN IN . 4 1 R M 6 7.5 IN IN IN IN . 4 I " ~~A, ~ ~ o W ~ v ~ FES-14 O o ~ .ate ~y IN O T 6 6.7 (V w ~1 V UT 646 9 l C 26 I V I 64~ .I I RI 65 .36~ aQ UT 62 17 4" CB 13 ~ INV IN 627.37 24" RIM 634.08 N -v INV IN 630.58 IS" V r~ ! ~ ~ I i (7R IN, O~1T 49.75 ~ ~ I-2' ae RIM 653.00 z n N O ~O O tin Q INV OUT 632.51 CB_~g ~ IN IN 63271 RI 63' .32 Q I V UT 32. CB 17 ~ I V 1 63 .04 RI 63.32 -i J.,.. ~ iNv OUT 64n 10 "640.10 CB-30 ~ ~ n ~n ~M rvr vui w .c ~ ~ v~'~ O 6 0.8 18 Q NV IN 33.2 FtIM 3 ~ 0 v 6 0.8 18' B-2 ~ N IN 41.01 " y~ ~ N IN I. 51 " ~ ~ ~ IN O T 33. S I_i 41. 0 I iM . 3 I. 5 I N w n -o RIM 637.00 1 W O IN O 41 v~ a~ O~ O~ O 41.5 1-2 RIM 645.00 N w .p O O FES-22 0 0 V UT 62 .56 .o m 7d /1 n O~ L/ 0 p t~r~ INV OUT 635.39 i 8" o CB-33 ~ I V UT 27 I i~ " I- I j I V I 62 .06 I S" RIM 633 00 IN IN 35.9 1 ~ R M 6 9.5 1 tN 35. I tO v 1 V U b3 .09 C 1 V N6 6.2 RM 9.5 N o w to t~ ~ m O ~ ~ n ~ ~ n O N IN W 29199 M 32.7 w V IN IN 2919 W IN O 6 9.3 g_~ INV U 63.25 D131 RIM 632.57 RIM 640.50 nP~ o i,un ~ ' A n o~ N tT+ tT O'? w .p to ~ FES-37 C t'a U IN O 6 9.3 9.3 ~ ~ W O T 6 9.5 24' 9.5 24' 8-36 ~ -p IN W 29 5 ' iN IN 30 0IS" 0 i 5" IM 33.5 ~ Q G'~ m 0 ~ ~ C3 ~Gv~ r~ O ~ ~ Q 3> ~ ~ ~ ~ m o m ~ 7o m v ~ 0 ~ ~ rn m C~ m 0 0 = U~ ar n o~~ G~ r V wm;~ n ~~~m A ~ y m~Q-c 5 ~a c m ~~"'o ~ ~ z o ~ i v u rn 1 V U 63 .25 !DI- 5 RIM 636.50 N N O ~0~~~ ~~Q~~ RATI@ RI@60AIlA'N ImRAI~ImRG6~ ~d (~G~G~1twlai~nlC~~ ~tvirr naanr~rme~n~r~r~ ~rann M YYI NY Y VYY Yif YYYW VY rVYNYiY DATE: 9/19/05 REVISIONS: . . . . Uumw Y WVYr v DESIGNED BY: BSS ,``~iitiiilrtl/ ```~~?~tltttrr,r~~fp~~,/ OWN DRAWN BY: BSS Catawba Hills Subdivision Q off,,,, ,,y,~, • CHECKED BY: KWV andDka. • _ Q.C. BY. KWV D - Townhomes SCALE: I"=40'H I"=49V Village PROJECT 1005018 Catawba Hills, LLC SHEET 4 223 N Graham Street Charlotte, NC 28202 ~i'••••••.••'' C_8 STORM DRAIN PROFILES s,,,L a 100nowrsmL1Acemmrws7oiw.aa sooaMis ti. ,l • ~ V: 704.333.0325 F. 704.332.3246 0 www.LandDesign.com slit rtiii ~ {t t: ~ w \ i \ ~s -',r ~'P ~ ~ / . s p / \ I~I~II r~,~n: / ~in ~l l~i,r'i A~~ ~IhI Ibi^.ar.N ~ ~ 1}. ~fn~'ii.'r.~'~G v 9~ ~1 „I;;m;~, 'Iliam Irf, I Ian' flu A„I ?'hY ~ it I , I ~P kt I~imw.l „~6n.l ~ III: ills ~ Ii..: I I VIII I III ~j II till I I I iII II I t p?:: : :r II i .III; l 111 ''r IIII r ! I 11 I III I I I ~'y r rllj ~,'II II I. I I ~.I, I .INV. I~' I IU. ~ p, ~,p ~II I II IIII III i v I, +'~I IIII ~ i IIII II. I I I. i - ~ ~ is I I I I I , II I I _.'glll ' 'i i. I I I I'. J" .IIII III I ~ ~ Iq: Ili 111141 141Ihu I °jNi~>~ I~ 1 I I ,II.y1jII I, II~;.. :.~II Ily~I ' I ~ a T ~.i r4p,'IIlltl ~ ; I LIt N ~ ;I 1411111 ~ il~l',h, III IIIII~llli ; "!1141 ~ M~ O O C'~ ~ ~ ~ Gl. INT. 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BY: KWV Village D - Townhomes 4~- 0 an&>z*n - SCALE: I"=40'H I"=4'V PROJECT 1005018 Catawba Hills, LLC X ~ 'o o rl 223 N Graham Street Charlotte, NC 28202 SHEET C~••.......••~l Cm7a RAMSHEAD WAY -ROAD PLAN & PROFILE ' V: 704.333.0325 F: 704.332.3246 ' • /`//i Y~ • • www.LandDesign.com u3\wrcsln! uGEo\MS\wsronrn.aq, nwMsxFSnar 660 i i b6 i • 1 1 N 4 N i co N I ~ = i oo.oo i I ,oo ~ ~ ~ - t I ' t z I ~ I Cr t ~ I = w N M O rl E~CISTING GRA E AT CENTERLINE r I 1 ~ ~ E ~7 o ~ M M ~ M ~ o N 0 U C h I - ~ ® of I - N GL' O r M ~ 1`~ ~Q ~ L U M + hM U~ - ~ N 00 d O t~ ~ ~ N O u ~ U M M V _ ~ M m ~0 I 650 M h M C Q~ h ~ / . , old h o2S ' h Z©J M N _ N f al / V N f N N ~ ~ ~ m~Q h tY1 ~Q m M Q i» J E• LLO p n v/ U ` i° p ~v Q W J M ® W , tyf i x,15 , ~~littt~~trrlTTltJJ~J m _ ~ - i U( ~ oti `n 1 n2. 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S _ _ t ( ( _ _ I i i ` _ b20 u°? h h h N m ~ M ~ ~ a ~0 a r, Qa w h h h o0 ttt O ~t O tt1 O N ~ - i~ rt ~0 N N O h ttt N O ~ ~ M M 'd M M M M M M M Cd 0~ C~ O tT m +G tt1 ~t' rh N ~ ~ tit? ~0 ~D . ~ ~0 ~D tiD ~D ~ti ~ti ~D ~0 ~ ep ~0 ~ .t? ~O ~D VD w + + + 2 00 3+ + 5+ 1 00 00 4 0 0 0 o Oa ~ + + + 10+0 + 9 00 8 0 6 00 7 00 5 00 U. Q H MARK 0. I [31-IS ~~f jS F.i. :)LE • ttABttttti 06 o . RIM 637, :::f! N:iiiii?ii::: CD • r o ~ _ INY OU n INY 0 J5 - - - cv ~ ~ i - _ - - _ C&Ib - _ - - - i -zr RIM 637. . x ~ l4 ~~Y1 6+!~."'. ~ . , 119 T I N 6 r RIM 637.00 J eGSC , , h =::a=:., - . ~s_ ~ SEE SHEET C 3 FC~R LC~CATIC ~ s RIM 637.32 Slf,[~Ai LOCAMON D - "tip ~ , ~ 7 ~r w`~' NV INV IN b33.42 ~ ~ ~ INV IN 632.71 ~ ~ ~ bv,,- y P ~ INV OUf 632.51 <C F ~ ~ ~ STA 3+26.44 G S ~ .y ~ \ c~ Q STA4+35.64 b4=15"~ ' ~ ` S 64: ' E 0 ~ ~ Q u- . • RIM 636.29 I b3 4 ~ ~ a G 9\ S, RM 7.3 ~ ~ a ~ a. INV OUT b33.43 " > 6 INV IN b S ~ 35'-15"R C RA ce O p ~j y~ s= _ .3219 j px by ~S ~ ~ F - w r f 1-"~ r-- - r w _ 'b ~ 9 b a 1 f ~ r---~---; ..-.....~.U ~ ` ~ ~ r ~ ~ ~ ~ s ~s a ~ ~ w ~ ~ArNI © ~ b v' b ~l N ~ ~ ~ zr .r d ~ S ~ ~ Wp ~ ~ ( RIM +18.64 ~ - f / RIM 7.32 0 t~ E. p v 0 g ~ Sa 0 b ~S d E8 P 1 y ~ ta ~ r., ® N INv - ~ s 't i ~ U l7~'m~ ~ INV 1633.04 ~ ,r ~J r F~ -_s '~6' _ ~ + INS r_ _ ~t ~ _ STA 4 86.87 d~'/1 INV UT 632.84 + M U U - - ~/,6~i~ RIM 1.9 MH-13C CB-12 + CB•I - STA9+87.17 t~0 INY OUT 634.67 STA 5+2 STA 5 2{.04 < C&10 + STA 8+22.21 sloe 1 STA 22.21 > > RIM 634.08 ~j w CL INTE -j< CL INTE SECTION N N STA 7+10.13 RIM 638.20 RIM 636.10 CB• 4A INV IN 627.8 24" INV IN 627.04 ,i - > RIM INV UT 634.95 INV OUT 62 .04 RIM 611.69 8.9618" INV IN 627. 24 INV IN b. 26.4 A07 CIC INVIOUT 60 24" d 62 I 0 2 , 35R < if G r~ - } i - A 0+00 INV OUT 68.9 24" I } i .28 7 J -cad Q cd 3: 0 INTERSECTION ti - CL I E CTION "e.r ~ a_ ear fl•~?N : _ 0. IA AA~ ~ , .v° " RCP Q U j ~ 4 24 s; ~ ac I~ 1 rr u 00 2 V - ALLEY C & G , X8ZzI $ 8 0 t1} CL C4 1 4LA: N RCP 0.5% tai z~bt oSSS C, ~ at o , I % e FES-14 138.24 RCP 0.5% 112-24- RCP 0.5% 2' VALLEY C & G " ! 80.24 RCP 0.5% W-24" RCP 0.5% DOUS CEI.2 INV OUT 6263 26. 3 F:; \ / STA 3 20.00 \ .o ' , \ ® RIM 6.28 - FEW n. Lill w U 3NV 632 90 STA 6+43.87 CB-1 I u CB-91 0 STA8+22.21 _ _ 1NV UT 632.70 \ rn V CB-6 CL INTERS ECTION I - - \ 0 STA 4+86.67 V* _ - i RIM 638.94 f3 _ _ CB• P - - {NV IN 635.69 15 INV IN 68.40 24 - - tr~ z \ EXI5 NG RIM 637.92 , g fl INV IN 634.4215 Cp l S 9 17 - - _ _ 8.40 24e INV IN 629.85 24 INV IN 62 1 - - - - _ RIM 63 .cj ENV IN 630.7918 1.0% • U Q 9.65 2 15- INV OUT - e 4 62 INV 0 628.20 2 - - - - - ' 0 . INV IN .1724 - - - - - bi-38 q w INV OUT 630.29 2 CE~-8 S h m CB-8 RIM 639.00 INV 0 627.17 24e ? ry 2T 15"/ STA 0 \ RIM 9.76 STAG ENV IN 630.50 18" N DI-i 113 - R P RIM 9.76 INV OUT 630.30 E8" RIM 636. CL d INV 636: INV IN 63 .4815 @ 093 DETENTION INV 636.46 w INV C INV 636.26 wr:rlNa I o 9.7324 3 INVUT 29.7324" ~ CB-13B V~ SEE DETAILS r' RIM 6.315.51T U1r In Lij Ln a : \ \ \ STA 0+53.78 JOIN p T ~0 I Z \ RIM 639.97 EXI (NG \ INV OUT 636.72 - INV IN 630,2315n INV OUT 629.48 24 O V o 61 ^Z Go RCP .--U " a / \ \ oo~ 23~ GD DI-I IA RIM 636.00 - t ~ ~f RIM 635.54 = RIM 643. INV OUT 630.48 I " -39 INV 0 639. 00 DI < RIM 619.50 INV 114 635.20 I5" - • ` RIM 637.00 _ 1 INV OUT 633.75 f1 I NV C UT 635.0018" co f) Q W ~M 0 O W a a: 9 (D O 'O ` m a -Q to ji ~ZZ° tj- 9 \ ~ 00 Z t--- to LU m _.J 06 o '41L1~= _ s oQ0uatn CL LO U ~ / / ' O ~ \ pOSF wq~R \ r 1 \ ~ ~ / ~~ti , ~ 167 \ ~ ~\O~~ \ / Ord / ~ ~/n ' wA~F'~ ~RFQ ~ f F< STA: ' ' I af, Cf V 73 =s fL Sr 187 ~ ~ ~ , ~ , 168 \ ~ ~ s ~ ~ 186 ~ , ~ ~ ~ ~ 40, 'oo ~ 185 \ ~ y~i ~ ' ~ /i~%~J~O ~ ~ ~`O ~ ~ \ / I \ \ N O N ~1 ~ ~ ~ ~ ~ ` 1 ~ ~ x saz?o ' NOTE: ~ ~ / ~ ~ STREET NAMES FOR Pf21VATE DRNES co N ~ ~ 1 ~ ~ I~ AID STREETS SHALL BE SUBMITTED TO \ 2$Q ~ ~ ~ C71'Y OF GASTOIJA FOR REVEW AND Z .o ~ N ~ ~ % 169 ~ ? ~ ~J 184 \ ~ ~ \ / ~ ~ ~ ~ Q ~R ~ 'C ~ ~ ~ ~ APPROVAL PRIOR TO F$~IAL APPROVAL M O tV ~ ~ 'g OF 'It~SE PLANS. ~ PHAS~F A USER bNSTRUCT ~ L M j ~ ~ ~ qty ~ ~ \ k S M Uo ~ ~ ~ J ~;:y, ~ r ~ ~ ~ ~ ~ / o \~`t~ RkFER TO PLA PREPARED Y ~ _ / ~ ~ DDESIGN NC.UED~ OR ~ ~ ~ \ ~ ~ L x U C; ~ \ ~ % ' ~ ~ , j ~ 170 ~ ~ \ or. N , ~ ~ ~ ° ~ ~ ~ ~O S`TRUCTIONi ~Q l r ~ ~'ti'~- ~ ~ ~ ` \ P E WATER SURFA E ~V. 629.13 \I RETAWWG WAl1.S SHOWN ON TFHS PLAN ARE FOR REFHtFN r \ ~ ~ ~ ~ / - P ST WATER SURF ELEV. = 629.13 I ~ O 0 )R REFERENCE M \ ~ WALKING TRAIL -SEE PLANS FOR \ ~ / / / \ ~ 242 1 1 ~ ~ ~ ~ ~ 1' / ~ ~ . \ FPE: ~ ./3 OILY. LANDDESIGN IS NOT RESPONSBLE FOR TI-~ WALL DE ~ ~ ~ .a ~ \ ~ ~ . ~ ~ ,p+a` ~ ~ t srd: is+~s INCLUDING STRUCTURAL OR CiEOTECHI~CAL CONSIDERAIlOt ~ ~ ~'r~>,. ~ g,~ ~E wn R SUR cE EV. = 628J3 ~ {S TF~ RESpONS~~.ITY OF ThE OWt~t TO COORDAVATE Th \ \ ` ~ ~ \ stW+~Ta'/ I {POS7~WATER FACE ELEV. = 628.73 WALL DESIGN z o SIDERATiONS. F M ~ i ~ CATAWBA HILLS PHASE i ' N DINATE THE ~ ~ ~ , ~ 3 WALL DESIGN WITH THE STRUCTURAL AID C~OTECI-H~CAL FOCAL i ~ ~ 172 \ ~ ' i 182 ~ ~ ~ ~ ~ T~ ~ ~ , ~ ~ , ~ ' CONSULTANT WQUDWG WALL LOCATIONS, DRAINAGE, WAGE, \ y ~ ~ / ~ \ y = ;.h-. . _ , ~ DEWATHtWG SAM7 CONSTRUC110N WSPEC110NS. /j PHASE UNDER CO STRUCTIOM \f~ ~ ~ / `titttt{!i!ltttf,~ ~ ~ ~ j ~ REFER ~O PLAt~3 PRE ABED BY / ~ ~ e ~ ~c 24.3 ~ ~ . _ _ ~ °~s' ~ ~ \ ~ LOT 247 AND LOT 248A NEEDS TO ~~~i ~ ~ LANDD IGN ANC. ISSt~ED FOR / ~ ~ ~ ~ ~ BE RE-RECORDED PER SITE LAYOUT. " RK: 7~ *u 1?hs00 CORPORATE ' ;'~i i~~ 174 C~O~ISTRUCTIOM / ' ~ ~ ? / / r~ ° ~ \ ~ Y. ~ `P~WATER 5 LEV bz~~ * ~ ~X ~~u ~ FPE: 63 . / ~r,/~/ \ ~ ~ ,I / ' / / ~ DUPE R / ~ / STA 0+00 ~ / \ ~ ~ ~ ~ /i ~ 175 / ~1 ~ j . / ~ \o \o Z,[~ CL IMEIiSE ION ru I ' I T ~ ~ \ tjtt!!1!{tttt / , / 246 / 2~ i ~l ~ ~ ~ I ` ~ \ \ \ ~ z~ ~ d~ ttt tl!l it c? ~I \ / it \ \ ~ ~~a~ ~Qp~~ ~ ' ~ y ~ V l/ 176 ~ ~ O ~ Q I, STf ~ - 2+37.36 o ~ ~ ~ i~ - r ~ ~ % \ J~~ / / N ION ` ~ / ~ \ P ~ / + srn: io+oo ~ Roppsf0 / / ~ RE WATER SURFACE ~EV. ~ 7.7q ® 1164 1 ~ gffC ~ D~~~ ~ ~ ~OST WATER SURFACE LEV. .37 \ g~/~ FPE: 629.7 ~ ~ ~ ~S CF / V C9 O / 1 SYA~ 9 75 / iJ Y ~t V ~ / ~ \ , ~ ~ Vim' 4J PRE WATER SURFAC ELEV. - 6 3 ,p Q / / ~ ~ ~ ~ ~ / . POST WA"!ER SURF CE ELEI~= F~ 73 /'tttt !lttttt tt' P / 177 ~ ~ ~ ~ ~s~j ~ ~ ~e~'~~ ' ~ i 1 y~ / `r ~ ~ e~~ ~ 629.13 ~ ~ \ NOTES'. , , ~ ~ Q B~''\ / ~ ~ o ~ ~ l ~ \ 1. F~1G/BBMlG iRAL LAYOUT LS SCFffMATtC; EXACT LOCATION 'ATION 'tea 3 ~ ~ ' ~ ~ a~ ~ ~ • ~ ~ TO BE FELD DEfERAAI{~D. W GEI~&RAL, FQ~E C~tAVE1 TRAH.S WW. LS WILL ~ 178 / / ~ //J`'a~ ~~~a~'~~~ F`.~, a' / , ~~~~/su ` a.• ~9~! i~// ~ ~ > \ .Pti \ fF~ ~ q"%°° ~ / ' BE USED ON AREAS OF DIS1iJRBED GROUI~ AhA/0R WF~iE -IRE ~ ~ C ~ ~ ~ / e ~ ~ L STEEPER SLOPES DICTATE it~t USE MIACH 1RABS WO.L BE USED BE USED d ~ / / ~ I / JI PRIMAR4.Y DV NATURAL OR UNDISTURBED AREAS OF MORE ZE Poi ' ~ ~ \ ~ ~ , ~ ~ 1 l / ~r = y SHEET. ~~i ~ `'v'~' \ i ~i~~ / I / / M~DFRA7E SLOPE SFf MULCH AI~3 (~2AVEL DETAA.S TI-OS SI-~ET. ~ / i \ i / ~ ~ 2 FfNA! TRAM. DESIGN, BdCLUDING FmD LOCATWG Ate FLOOD ANA \ / ~ ' ~ ~ ~ ~ / / S ' , I / ~ ' ~ TO BE REVIEWED Atm APPROVED BY CffY OF GASTOMA FN~I~R ~ y \ ~ ~ I I / ~ / /l' I PRIOR TO RECORDWG OF PLAT AND ISSUANCE OF BU9DWG PERMI` i v~ ~I .OOD ANALYSIS, ENCM48MNG ING PERMITS. . ` / _ / ~c1 j Op + ~ ~ ~ ss~c'0 ~S, ~ i ~ r ~ ECISTINO GRADE ~s15 ,i ~ . ~ • / o ' ~ ~3' MULCH ass i ti~~ \ ~ ~~ky i / \ \ F b~~ ~ F 3 . \ \ r / / c` \ r ~ y sg' , ~ COMMUNITY ' ~ , f f / ~ ~ / O'r . ~f~ / c \ ~ ~ ~ \ \ E`a J\~ ~ ~ a ~ , ~ ~ i PARK ~ \ ~ ~c ~i ° ~ / ~ ~ ~ TA 0+00 =.6+43 87 v e's 0~~ ~ C•~ \ FF~a~ \ / ~ ' 18' 4'TRAILWIDiH 18' 18' ~ ~ / / ~ v 'INTERSECTION Xye ~ ~ ' \X 'eef'' ~ NOTE: sr+ouLO~e sHOVi.oea orveasrorr JN / ~ _AG'O ~fd'~~ \ / ~ / / &UPHILL SLOPE V ~ PROPOSED WALKING TRAIL (fYP.) AS NEmED PE 0 p/ ~ : ~ j~~ , 5`4FIr~ ~4°,~~ ~ Q! Fqg~+~ ~ / l~~~~\ M1 M1 , ~ F 1~',~ , i ~ ~ Ie ~ ~ / / SEE DETAIL THIS SHEET • titer i • Ott g5~. \fp~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ . ~ MULCH TRAIL `g"'~~ i ~ Q ~ ~ NOTE: / NOT TO SCALE A ~ ~ L` ~ f ~t'~?~ ~ t~ 1'~~ sic $s A \ ~ ` ~ ` \ DUMPSTER PADS SHIKLL BE / i'/~ \ ` ~ \ CONSTRUCTED T CITY OF / ' ~ i ~ ~ ~ ~ ~ ~z5 GASTONIA STANf~ARDS AND / 5 g 9'CONCORD PIT GRAVEL i z, , ~ ~ ~ 6 z SPECIFICATIONS. ' ELEV. °I g~ 28 GL `y l `~gw'. ~ ~ a .R 1 SERF GE ~`EV. 1\ / ~ ~ 'V / ffyy~ R : ~ ~7 ~ E W,~ p1f3; S~ E P628.2a R tttw~t O I ~ ~a' _ G&G ~ , ~ CVO ~ 8 ~ 1~ • qtr i ~ ¦ I \ ST O+O~x 8 ~ ~ti ~ . 51 ~ / / L i r~ Tw v~ ~ ~ ~ \C~ ' \ ` , SHOULDER SHOULDER D ~~~ION ~ ~Gj 6 \ r ~ ~ &UPHILLSLOPE ~C\ A / \ ~ \ ~ L ` . / AS NEEDED . \ r J NANO z GRAVEL TRAIL DETENTION \ , \ ~t iWETLAND #I SEE DETAILS ~ (r MH 0~. MP. GRAVEL UL-DE-SAC A' NOT TO SCALE C,d NOTE: ~ 0- TRAM SECTION SHALL BE SLOPED TO DRAIN. C - ~ LL, r U Tc~ (RADIUS = 30) we? > U EY~~ DEfEN'fION ~ - ~WUE YyE~I-LAND~ #2: .CEE`DETftIIS ~ i ~ TEMPORARY BENCH MARK EE oar NOTE- NAIL IN POWER POLE MARK z w tour w .E 7- 7 ~ ~ I I ~'4 S~ / / NATURALLY TREED BUFFERS SHALL WEST OF CpLVARD DRIV REMAIN UNDISTURBED. DRS z Nib. LU -7 ~ DUMPSTER ~ PAD 0600 ELEV. 659.89 CL~~ ~ ~ / sZ8~9CEY a S J~~ P., ~ / ? / °~s? ~ SEE SHEET C-3 FOR LOCATION )CATION D 0 000 mom 2 LEGEND clf PROPOSED 100 YEAR ~ ~ ~~•o\ ~ o~+ w~ w P ` ~ ,~I~~ ? ~ ! ~ PROPERLY LINE a_ w ROPOSED WALKING TRAIL (fYP.) ml FLOODLINE STREET RIGHT OF WAY LINE SEE DETAIL THIS SHEEP ty ~ ~ ~ CITY OF GASTONIA " ~ FUTURE GREENWAY 24" VALLEY CURB & GUTTER O Ln <I3 75' FROM PROPERTY LINE OR 4* , 50' MIN. FROM TOP OF BANK DRAINAGE DITCH a! co ~z \ V" c• ~ CONCRETE SIDEWALK 4,0 4p ka Z CREEK CENTERLINE CBLL1_ ~Y~ 50' BUFFER LINE N.O. ONE-CALL C SETBACKS ms THE LAM RE YOU Dial -840-632°4949 -CALL CEI TF_R i ( -~!P'S~YVER EASEMENT__~ \ ~ \ ~ ft 4 A* AN THE LAW! CO / S y a~8 PPE 668.0 FLOOD PROTECTION ELEVATION min o a Mina FED- m o0 GDUE GENERAL DRAINAGE & UTILITY EASEMENT GRAPHIC SCALE IN FEET 100 150 ij ~I3 - _ . / / / DRAINAGE AREA BOUNDARY 50 o so iao Z d eel! # D.A. DRAINAGE AREA (ACRES) -i u *AM Mill ???UO'cn~ cn s Y3 n RF v / / s s 0 VLIrGtV1L ~~TG?: N i BOUI~ARY SURVEY BY DAVID W. DICKSON, P.A. (DATED JULY 2000} O N co s 3816-1 S. t~EW HOPE ROAD GASTONUI, N.C. 28056 N i #NOTE SITE IS NOT WTI}I~I 2000' OF NCGS MONUMENT z %o / PER GEODETIC CONTROL WDEX MAP SHEET 10F 2, N :a / DIV. 12, D1ST. 1 GASTON COUNTY, NC 071 O tV L M \ ` - ~v ~ ~ 1 2. TOPOGRAPHC MAP PROV~m BY AFRO-DYNAMICS, WG 3, TAX PARCEL NUMBER:10-123-016, 10-124-021 m (VI s ~ \ J! / ~ ~ e° / i0-121-008-02 u O h \ / x \ ~ ~ 4. TOTAL PRO~CT AREA: 13658 ACRES L 11. U ~ o i 5. TOTAL PHASE 1A AREA: 2.65 ACRES in in C ts0 ~ t b. TOTAL PHASE i AREA: 48.30 ACRES 7. TOTAL PHASE 2 AREA: 9.28 ACRE5 s ® Q \ i ~ i ~ ~ i~ ~ 8. TOTAL PHASE 3 AREA: 1$.91 ACRES M C ~ ~ ie ~ ~ \ . ~ ~ ~ ~ ~ 20' Mil NATIJRAIl.Y 9. TOTAL TOWNHOME VILLAGE D AREA: 19.33 ACRES z \ ~ ~ ~ i r,~. ~ ~ a TRE® BUFf~ 10. TOTAL AREA OF OPEN SPACE • 40.70 ACRES. i1. PRESENT ZOMNG: R-3 PRD M \ r ~ ~ ~ /tar ~ \ t \ / / 30 M~(. NATURALLY ~D B~ 12 NUMBER OF PHASE 1A RES®FMIAL LOTS ~ 10 N g 13. NUMBER OF PROPOSED PHASE 1 RESIDENTIAL LOTS W 146 ~ / 7 ~ ~ ~ ~ ~ ~ 14. NUMBER OF PROPOSED PHASE 2 RESIDENTIAL LOTS ~ 32 " ! 15. NUMBER OF PROPOSED PHASE 3 RES®ENTiAI LOTS = 48 r - ~ 1b. NUMBER OF PROPOSED TOWNHOME S ~ 72 m oo UNIT 0111tilJtil/ ~ ~ q'' J \ ~ n ` ~ r ~ ~ TI. TOTAL LIAR FOOTAGE OF PUBLIC STREETS ~ 2,511 {VILLAGE D} ~ .r t • 1 18. All. DISTANCES ARE HORIZONTAL. ~ 1 ~ ' : 19. ACL EXLST~iG EASEMENTS RK~if'-~OF-WAYS AND V1!ETLAI~7S ARE TAKEN FltOM BOUNDAR SURV . ?ARY SURVEY. y v X\ f 1 • ~ t ~ ` ..J ~ ~ t ~ Y EY ~ ~ ~ r 20. ALL TMPROVEP~iEIVT'S SHALL CC~VFORM TO CITY OF GAST PUBU W t OMA C ORKS ENGWETR>NG MG CORPORATE o ~ ~ r 1 N STANDARDS AND SP TI NS t t ~ DIMSIO ECIFICA 0 AND THE NORTH CAROLINA DEPARTMENT OF Or ~ ~ ` i ! ~ ' No ~ as 1 t2 J ~ / I~ ~ . ~ ~ ~/t ~ A FOR ER f ~ ~ r ENVEtONI~i' L AI~3 RESOURCES OSION AND SEDIh!IEN1' CONTROL. ~ ~ ~ 1 t~ ~ * r~i t ~ t ~ / ~ ± 2l. PUBilC STREET' CONSTRUCTION SI1AIl BE ~ ACCORDANCE WITH CTiY OF GASTOMA STANDARDS t ' r t'"~. l 1 r AND SPECIFICATIONS. ,'ANDARDS = SEA'L . 7 ~ \ o /rr ~ ~ ~ .r''/' ! ' ! 22 ANY DISCREPANC~S FOUND W ?HE F~I.D SHALL BE CALLED TO THE ATTENTION OF THE OWNER AN 1 t E OWNER AND - • • • • • / ~ i ` ~ . r . I ~ ENGIi~tR PRIOR TO PROC®NG WITF{ WORK. 1, 7 '/rJrrattlt111 \ ~ ~ ~ r / 23. PWOR TO BEGINN~IG CONSTRUCTTt?N, THE GEI~RAL CONTRACTOR SHALL BE RESPONS~LE TO VERF' r ' ~ r THAT All RE UIRED PERMITS AND APPROVALS HAVE BEEN OBTA~D FROM ALL REGULATORY BLE TO VERFY LATORY / \ / J ? r ~ . I AUTH~. ~1 I '\111 tilt ~ / ~ ~ / ~ - , ~ r 24. CONTRACTOR SHAl1 MATNTAW TI•~ SITE W A MANNER SO THAT WORECMEN AND PUBLIC SHALL BE ` r ,Y UC SHALL BE i r ~ \ i , . ~ ~ 1 PROTE m / CT FROM INJURY. m r ~ / 1 i r . • I ~ r ! 25. Tl•IE CTNERAt. CONTRACTOR SHALL. CONTACT ALL OWNERS OF EA5EPrIFMS, UT~ITES AND / \ ~ / , I / ! ~ ~ j y e~ t a 0 ~ Q/ ~ / ~ 1 i r • r RK~-IT-OF-WAYS PUBLIC IXt PRIVATE PRIOR TO WORKWG W THESE AREAS. r a,,~ r 50' MIN. NATURALLY , / ~ \ ~ ` i ~ w 1 i FUTURE PHASE \ ~ , . r~ ~ 1 TtZ~ ~ ~ 3 2b. Tlf CONTRACTOR 15 SPEC~ICALLY CAUTIONED THAT THE: LOCATION AI~07 OR ELEVATION OF [ON OF ; ~ / ~ i l L ~ ~ , ~ ~ r _ ~ EXISTING UT0111ES AS SHOWN ON THE PLANS LS BASED ON THE RECORDS OF THE VARIOUS ~ ~ ~ ~ - r ~ UTILITY COMPAI~S AID, WHERE POSSIBLE, MiE+~~S TAKEN IN TI•~ FOLD. THE UOUS 211'64 I 1 I • r ~ ~ su as ~ ` ~ ~ 1 ~ , ~ ~ ~ o i' { ` ~ r/ w ~ ( INFORMATION is NOT TO BE REL~D ON AS BEWG EXACT OR COMPLETE. THE CONTRACTOR 1 I 1CTOR' FNCrr~ti~;~...Cs / ~ ~ ~ \ ~ ~ i ~ \ . i \ ~ rn • I- r `v . .I MUST CALL THE APPROPRIATE UTHITY OMPANY AT LEAST 48 HOURS BEFORE ANY 4 / C TRENCIE•~NG RENCHNO / i i i ~ \ ~ ~ r ` „ OR IXCAVATION TO REQUEST EXACT..FELD LOCATION OF U>IiLCT~.S. FOR ASSISTANCE W!C[H WITH r~ • i \ , ~ ass ~ ~ ~ y • ; \ FIELD LOCATK?N OF E?OS~TING UITLTI~S THE CONTRACTOR CAN CONTACT U-LOCO AT ~ ~ r _ ~ / , 1-800-632-4949. 1 ! a 1 m ~ ~ ~ 1 ly ~ ~ ? ` ~r ~ 27. THE CONTRACTOR 6S RESPONSIBLE FOR DAMAGE TO ANY Ir~ CiIrMM AI~IOR MATiRTAL MAL 1 ~ \ bg I - / fNSIDE OR OUTS~}E THE CONSTRUCTION L>j!vIITS, 1 1 l .i I f \ 1 / . 28. ALL D(h4ENS~NS ARE TO BACK OF CURB, EDGE OF PAVD+J{ENT OR fACE DF B G UI~,ESS O JNLEsS ~ \ \ ~i/` 1 ~ 1 ~I ~ i . I. OTI~RWISE NOTED. ~ I - ~ 29. REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUflDWG DIMENSIONS FOR STAKEOUT' AND kND ~ ~ ~ ap ~ ~ toe ? / ~ zts ~ / y , ~ ~ i . I / ~ ~ : ~ ' / ...J coNST~uCTION. f \ ~ ~ \ ~ ~ n •f \ ~ 4 j ~ 1'' 30. DO NOT SCALE DRAWING FOR ACTUAL Dlh4ENSI0NS AS ET IS A REPRODUCTION AND SUBJECT ;UBJECr ! ~ ~ \ . \ r 4 ! 1 ~ t ~ ~ ' ~ . ~ TO DISTORTION. r ~ ~ ~ . r ~ l 31. CONSTRUCTION OF THE WATER UAUTY DEVKE(S} MUST BE COMPLETED THE 'ENGINEER S ~ ? ~ , / Q R'S ~ t • ~ . / 7 / ~ , 1 r o / l CERT~ICATION OF COMPLETION" SFM T4 TI¢ Pli~laNiNG DEPARTMENT', AND THE FllVA1. PLAT r r~ ~ ~ ` . ~L PLAT - ~ i + y _ ' ~ ~ ~ ~ r \ / ` ~~"~p°' RECORDED N TFII; CITY OF GA5TOMA REGISTER OF DEEDS PRIOR TO RECENING A CIRTIFICATE • I ~ :TFKATE / ~ • > ~ ~ ! OF OCCUPANCY. - ~ t ,,a / 32. PROVE 50' WIDE NAnJRALLY TREED BUFFER ALONG 111E CATAWBA CREEK AND THE FiJti1RE 'n ,ao At~+IIY AREA ' ~ ~ I ~ ~ ~ ~ / ~ I ~ THE PR PERTY, r MAJORITY TR)BUTARY CREEKS ON 0 / . ~ ~ ' ~ ~ ~ ~ ~ a>r ' ~ ,.i .i ~ ~r / i ~ ~ 'r l 'r • 33. PROVIDE 10' W~ NATURALLY TREED BUFFER ALONG BATH SIDES OF ALL DUKE POWER t FIFE 1JRE {~t®VWAY ~ tt ~ f >x 1 ~ ~ t ~ r 75 FROM PROPERTY L1I~ ~ i s ~ ~e ' / ' ` f r ;>tEGHTS-OF-WAY. ~ , / t 34. PR4V®E 75 1N~E NATURALLY. TREED BUFFER ALONG THE CATAWBA CREEK. 1 - i . a4' MBV. FROM TOP OF B~iC~9i p ~ r-,,, . ~ r j r . ~ / ®E 2(Y {MWTMUM WIDTH}.NATURALLY TREED BUFFER.WTTHN All PROJECT BOUNDARY )ARY TO BE ~ICA`I'ID TO . 9~, ~ ~ s CITY Of OASTC~NA ~ r ~ f { ~ • ~ ~ s ~ ~ i , ~ ~ / SE1BAi1C5 AND ~AGi~ ATTACF~D hOUSWG SITLS. ~ ~ ~ ~ / ~ ~ ~ H it ~e ~ ~ ~ ~ ~ f ~ ~ 36. A 30' {MiN1MUM 1NID1N) NATURALLY TREED BUFFER WI1.1 REMAl+1 ALONG TT-~ JOINT PROPERTY OPERTY ' \ r r . ffi ! ~I , w / , ~ ~ r , ? L~ WJtTH THE SOUI'HWOODS SUBDIVISION. v ~ • I ~rT , ~ Y ~ ~ ~ ° / i ~ i ~ \ i ~ ~ ~ ~ i ' / . ~ i ~ , 37. MAIL SERVICES SNAIL BE PER ~JIV¢TUAL UMT. ~ y / 'q ~ 1 r ~ c ~ R / f e ~ ~ / r Q 3 H VICE SHALL BE PUBLIC VIA CO DUMPSTIR LOCATED AS SHOWN ON PLANS. ~ i ? ? 8. 'ERAS SER NVi3`i710NAL ON PLANS. 1 ee I m ~ m ~ ~ ~ ~ ~ ? ! Pe ~ / , ~ ~ - s----_.~e~ / IQ HOMEOWI~S ASSOCIATION SHALL PR011®E AID MAII`TTAW DUMPSTER CONTAINERS. CITY OF CITY OF ~ ~ ~ ~ ~ ~ ~ ~ va ~ / ~ ~ m ~ r f ~ ® r GASTO~:".A PUBLIC WORKS WaL EMPTYWAND:.DISPOSED TRASH FROM DUMPSTER CONTAINER. AiNER. ~ ~ / ~ s 3 :PUBLIC WATER AND SEWER. 2~e av ~ ti I f r ~ ~ r I ~ { I ~ ~ / ~ "t ~ / r .~'1 r. . i 7 ~ w ~ e,.l 1 ~ dt~/ • \ ~ i ..J~. ~ / . ` r? ~ ~ ~ i ~ 1 I i J n ..~...~a ~ ~e . a ~ r . :~i. . y Jr.......... ~ ~ r / ~ ~ • F 1 ~a , i 1 / ~ ' Y / ~ ~ . ~ . f • \ r - PROPERTY LINE ti / \ . ' ~s.'. ' ' ~ ~ ~ - - STREET RIGHT OF WAY LINE • a.t. t . \ ~ w. ~ 2 -0 CONCRETE CURB & GUTTER 1 i t ~ . ~ '4 ~ 1i . ~ ? r PROJECT' LIMITS 'i ' ~ i ~ t ~ 'k'., ~ r® CONCRETE SIDEWALK ~ . • ; ~....1 ~ ~ , r ,r ~ ' ~i ' r r e , ~ - CREEK CENTERLINE r /r r - 50' BUFFER LINE ' i / ~ SETBACKS rrrr~~ " ' ~ . ~ • r l , . . t . , . .,'r;;, ~ . . ~ N TE• . / 0 u .v.. .~...,r ~ i • • . ~ . STRUCTURAL RETAINING WAILS SHALL BE rti c~ 1- ~ ~:'.'F.'.'~ ~ DESIGNED AND SEALED BY A N.C. REGISTERED / / PROFESSIONAL ENGINEER, REVIEWED AND . . ~,1, I APPROVED PER NORTH CAROLINA BUILDING s ~ _ ~r CODE / M~... = J f 4m) ~ ~ ~ PHASE 1A UNDER CONSTRUCTION \ ~ _ < <t J° ' REFER TO PLANS PAEPAHED • weR M FUTURE GREENWAY ~ j BY LANDDE3IC~V, [NC. NOTE: U O 75 FROM PROPERTY LINE OA 50' MIN. FROM TOP OF BANK ISSUED FOR CC>NSTRUCI'ION RETAINING WALLS SHOWN Ot~! THIS PLAN ARE FOR REFERENCE FERENCE TO BE DEDICATED TO CfTY OF GASTONIA ONLY. LANDDESIGN IS NOT RESPONSIBLE FOR THE WALL DESIGN ?LL DESIGN WCLUDING STRUCTURAL OR GEOTECHN[CAL CONSIDERATIONS. IERATIONS. IT IS THE RESPONSIBILITY OF THE OWNER TO COORDINATE THE BATE THE 79' (MIN.) WALL DESIGN WITH THE STRUCTURAL AND GEOTECHNiCAL 'NICAL CONSULTANTS INCLUDING WALL LOCATIONS, DRAINAGE, AGE, z 4 39' (MIN.) 4D' MIN. ( ) DEWATERWG, AND CONSTRUCTION INSPECTIONS. U c~ ~ A R R g R/W R/iV Z m /K' /K' m ' S' U71ulY I ~ R~ ( s' unun ! EASEMENT ~ ~ EASE~_QJT ~ CL ~ 0 40' R W ( t4u W S UTILITY ~ 5' UTILITY ~ q EASEMENT " EASEMENT 20'-0' + 20•_0• w I- p 20 -0 20'-0" • • - ~ ' a ~6'-0" 14'-0' ~ 14'-0" b'-D'~ ~n cC I / " " i 6'-0' 14 -0 14'-0 6'-0" 1 w a- 19'-0" 19 -0 MIN[MUM MINIMUM 1 ~ n w • I ,t ~ 2'-0" 2'-0" 2'-0" 2'-0" 3'-0' 4'-0 I 1 B ~ ~ cn vi B C Z r--1~4•~. 1~4•~__--r F r1~2 H H O 4~ THICK PRDPOSED DRIVEWAY H H CONCRETE BEFORE YOU DK3! SLOPE 1Oq MAX. 4" THICK PROPOSED DRIVEWAY CONCRETE SLOPE 10% MAX. t a SIDEWAtX NOTE: DIMENSIONS FOR 2'-0' VALLEY GUTTER STREET S'D~A~ N c oNe~~~cEnr~R DIMENSIQNS FQR 2 -0 VALLEY GUTTER STREET REFER TO SHEET C-4 FOR EXACT SUPQ2PAVE PAVEMENT SCHEDULE ms -n-~e v~v+n SUPERPAVE PAVEMENT SCHEDULE LOCATION OF 5' UTILITY EASEMENTS ~ ~,5" SF45A ~8 1.5" SF9.5A QC 25" tl9.06 GRAPHIC SCALE IN FEET FEET C V) 6 © 2.5' 119.08 5" COMPACTED AGGREGATE BASE COURSE QF 5' COMPAClEO AGGREGATE BASE COURSE OO 2-0~ ~AU~Y cuTm~ ZOO O ZOO 4OO 6 TYPICAL CROSS SECTION co c cn Ln 600 0 co Q C> 2'-0" VALLEY GUTTER m j. m N cs ~ bo C CROSS SEG ® ~ D TYPI AL T1 N R AS crZzuj 4D' WIDE RJw N.T.s. 40~ N7DE R/W N.T.S. ~Umw-~w C]0oUOv)Cl- cn s Y~ H N O N co N Z %0 . v O c4 L M R! M V® iJ L V tn ~ a L m cri c Zo"J Q` M N 1 ¢ F/.o G ~ m~ < ~2ss_.~so ~ 1~ QJ \ 0 0 ~ ~ \~1yyy~tt,tirrrrt~Jl~lr~fj Q' p ~ ~ f ~ \ y ~ .~y AREA /N R/W \ 1 $742 ~F.DR 010i?7 A~ , R h AREA NOT /N R/W 155,764 S.F. OR 3.5759 AG CORPORATE •~1® ~ fiTAt AREA BY DMD ~ . /P 164,5D6 S.F. OR 37766 A& ` ' I sb~,abo, ~ t l - SEAL i~ l srxndllwm~' a~,~•y w N R.B. RHYME AND ~ ~ ~ ~ WIFE, C.F. RHYME \ A. WIGGINS ~ 1,~hP BOOK i3, PAGE 7 ' 2437-294 ~ 2337•-t 5 BLOCK E 4" Kd. MOWN FH, 2245-464 / . ~1.. LOT 11 LOT t2 £/.p LOT 13 L07 15 f'Ifl/Iit ltil"x S pwa eopic to F S LOT 14 ~ '~9 h ~ p 'f'f~ S S3'? r4' ~yE LOT 16 $ N o ``yyy t ~it1 r , / ~ PROJECT BOUNDARY / \ } 9 ~ o z 3sl / . ~ 20' SIDE YARD SETBACK 'BACK ~ W°~ ~Km~ ~ f Q~ slp_rr'•~ 1.;;7f~K6~ LOT 2 ~ J.H. 0 BY ANp / / t4 J.P. awNSer , ~ ~9B- w ro?o..,~ PROJC~CT BOUNDARY ~ m B ~ G = 2112-631 / \ ~ ' 30' SIDE YARD SETBACK 1 _ 184 096 / / t~~'TLANIJ ~ / . ALONG THE St~tJfhMI00D ~ TOTAL S1tE AF~A= 136.58 ACRES BOUNDARY ONLY3 J \ a • ~ 1 f EX~nN~ zor~ R-~ NG IN / \ ~ ~ FRUPOS~ ZOr111~ R-3 PRD ~m t xT M6 ~ 't~'~j~rrrt~1wtiy 1 O i / ~ \ . ~ TAX PARCEL. MJiu~ i0-123-016, 14-124-OZ( ' ~ 3 ~Q'121-008'02 ~ 0 ~ T BOUNDARY o / / Vii!\Y~i~ WIFE, M~h1ULL ' YARD ACK REAR SETB / i26b-522 \ f 41.44 ACRES AssoaATEs + / :W a / 4 O,i. ti 19315 WEST' CATAWBA AVE, S~lf[i= .204.. b CO1~~lS, IVC 28031 • ~ F,~ o ~ ~ R~ y,, ~F / S~ ~ G ~ DEVH_OlT' DATA u~c~ Cs / 104' AT1flFRip~ C.AI. ~ RAY ~'p ~ , r r ~ 8a> yo V~.i.Ai~ A PROJECT BOUNDARY `s,~Rk ~ 4 / \ ~ s Q 50' FI~OI~3' YARD ~IBACK F%~ _ ~~9 LoTS C54' X i2n' ®6,04o SF t~~+LJ E1,~ • t r M.D. SMffH AND I At~ES \ ~p,~~ cAVERAC~ -8,322 ~ ~ W?FE, LS. SMITH / "~r`~'q~, 2191-430 O ~ ~dR~' c~, wFnAn~vV V~1.At~ B 4 N~ m / 1 / r / ~ r ~ a~ ~ 14o Taw1s ~ ~ ~ I ~ ~ ~a • ~ / ~ f v o ~u t~'d5 VIl1.AGE C . 5 ~ ~4~~ / ~ '~c t r ~ ~ ~`Le 71 LOTS {6th X 140 - 8,444 5'F MNJ ~ ~ y.. a b~'E, A~~ ~tVH3AGE °13,322 h • .h~ / { `Y / J' TAR PARCH: 10-i23-t6 ~ ~ V~.l.,AC~ D 1 t ~ f s;. , / ~ ~ NEf AREA 8Y DMD: 12s Tow~loMEs / ,~~il ' 5,557A70 S.F. OR 127,5728 ACRE5 i~~ .t E1.P, ` t x ® ~ ~ ~ / ON GNE { e , - M g.,Qp ® , ` t+ # , { ~ . ~ l ~ ti LOT DI~IEN~SIt?N CHART ~~sa~ R ~ ti 1 ~ t ~ ti, INKAd LOT LOT (l~+l':A! fflONi M>dl~A~t ~E bNLJIi NEAR . f 4 M'DM AT Vi~fH AT AC'ItlrU, YAFa BULI~NQ YAPD 80tDNQ YAi~? BJtDNQ M , , ~ ~ ~ - r~ •~,t ~ Est, , e,, ~ , , y ~ • eECnv rrrr ~ b LClf a~ s~rRaw euux~a s~aAac ~aAtac ~laaacs ; :~eagc ~"'sngE€y ~ b sty, w • f v '~'R£N 4 Fi. .g ~r ~ ~q ~ / 1117a-,moo lfl.l.Al'>~ A QOOD SQ. Ff: 20 FT. SO FT. 20 F7 t8 fT OM 87RE~T 25 Fl: ~ ~ ~ ,,A ~ b 939870 9CEOFCOflHiL0T8) ~ + {t!!, o ! ~ y N 4! I Z~ , : y 1 o s ~ s .5 ' ~ 4FL o , ~ ~ 1R1At~ C >~400 90.)"1. F7: ~ F1: 2:a i°1: t8 FT.ON Si'RE~7 30 fT: m BDE GF L018) .cs .9g , s ss ~ ~ h ~ ,p . / ~ ~ Q . ss• a ~ F.E MUI.I.ER AND j EC. POOLE y + ? r • / ,a ~ 2547-477 y T~~ 2 - ~~.~a.ACR s ` ~ ~ DEVEL~~I~ENT TABULATIONS o ~~n J ti ~ h h / PAT EVA'tT PROPERTY Y ~ ~ S / / ~ =?ry z r TOTAL LA1+10 At~A~ 13658 ACRES LliT 17 a 1 1.V+P BOC?E 32, PAGE t t q - t • g LOT IS ,J . a`~ ~?r~~ boo S~1Qt.E FA1~1LY LtaT AREA 66.18 ACRES ~ 4 boos ~ V 0 ~ , TOWNH01u11: AA~ 29J4 ACRES t ~ ~ .CITY OF GAaT NIA ~ ~a . , ' ~ OPT! SPACE AREA; 4074 ACRES i any t~ • ~ ~ FU"I~9RE CAE ~ 1 ~ 1 FROM P •[.lNE OR ~ ? ,R ~ ~ , ~ 4 TOTAL FfOI UI~ 478 Ut~6TS ~ ~ ~ ~ ~b !NE OR I µob~~ 1 i 50 Mq?I. PR TOP~OF BANK ~ ! ~ r ~N' $ ~ ov~€AU.. D~vELO1sr ~ 3.4s ttNiTSIACRE w1~, 3 BANK ~ 1030-20 o g~, ~ / . .4~ ~ ~ ~ ~ ~ a 21a O~ o~ 1 /o / ? c. j JjO' S,• ! ~ ~H ~1 - ~ ~ ~ ~4~ i • ~ ~m LaT 19 ~ o. ~ ~ Q ~O ` ~ V 1. 1 3 ~ ~ ~ ~ ~ 1 ~ N , - ~ ~ ~ ~ O t. -A ~ a~ ROAD ~.ow D~eA~noN pp ~ TAB PARCEL. SO-12 i ' $+M'u AR6A I~iDE OF RJW: (FROM CEItITERIJ~iE OF BEATY ROAD m 'Y 1 -n., 10,324 S.F. R 0.2370 ACRES 4w AREA 0 OF R/'N: ~ ~ p' 218.254 S,F, OR 04 ACRES ~ Q E 0 ~ ~ ap, TDtAL A18:A Bf GEID 728,457 OR 52447 AC. 0 ~ , DC ri vP ~ ' ~ ~ ~ ~ r470--335 ~ 1 ~j ° LoT z5 ~ g ,y ~ . ~ ~ ~o ~ I ~ m„ N v ' . g / ~ i / L~~ ` ''kc . ~ / w 16.13 ACRES ~ ~ a~ ~J 5 y 1 UNQBSTRUCTED UPEN SPACE CALCULATION z , PROJECT BOUNDARY ti I ~ , ~ ~ 50 FRONT YARD SETBACK ~ • Y Nl. ~m a are-n x x?n~ n. dixv r~ rv~ ~nld nr~c _ 'P' 1 _ ~ L L 'P' 1 / ~ co ~ U ,J ru.a.ttta~ H auvv ~ ; iw1n. owtia. crr~~rc LOT 26 ' 1 MLJ 4::L 7,500 SO. F1: X ?.50 LOTS - 1,875,000 Sn. FT. VILLAC~S B AND D ~ MA}L BLDt~. ENVB.OPE - TRACT s t - ` M.D. FORD, B.F. FORD, D.E FORD, • EF REESE, AND J.F. FORD U ~aQQ Ff', X ~ TQ~~ • 4~~ PAT EVATi PROPERTY 924-424 , i~OJECT BOUNDARY - ~ tdAP BOOK 32, PAGE 11 ti ~ CLUBHOUSE/FOOLJFITNES'S FAC~JTY; I 1~ t 20' BIDE YARD BBTBACK • 1 t~ Z MAX. 6LDG, ENYB_OPE - 50,000 SO, FI'. . ` \ 1 ~ . ~ ~4 - "a' _ 1~ TOTAL - 2,335,Qt)0 3O. FT. (53.bi AC 3 +t~3 U UNQB~~'RUCTED OPEN SPACE = l 5 f o_ w 8297 AC. - X36.58 AC. ~'OTAL SCTE~ 61/ ~ ~ y ~ ~ l.R. WiGGiNS AND ~ ~ ) WIFE, 5.M. WIGGlNS ~~p 4ti ~ , 1046-22 U ~4~ b ~ ~ ,~y .a; TRACT 6 RACT 6 N 0 PAT EVATT PROPERTY tp ~ ~ LR. W1GG1N5 AND T PROPERTY LOT 19 yl ~ , ~ $ WIFE, S.M. WIGGINS MAP BOOK 32, PAGE 11 MAPLECfl~~MAP 2~ N Bq S att .6t - 2073-280 32, PAGE 11 S~ MAP BOOK 29, PAGE 13 ~ „1t ~ LOT ?2 CA z 0 BE}=ORE Y©U plQl CA!_L..1-8Q0-632-4949 )U DIOd S32-4949 N.C. ONE-GALL CENTEF CENTER fi'S THE LAWt '-AWI co C SCALE IN FEES' GRA~HI FEET 600 0} mj a° zoo 0 200 ~o0 6 N 0 ~mn II Z_- ui a, ZW ~U U I ¢ LLJ 0 _ ~ Y~ s i g C i 1 s I i a 2 ~ pY t _ _ s ,m _ n f ~ 3' ~ 4 < „ c, t ~ tip. - - _ a ~ :yea .x. `s':. A ns 3 F a - ~ ~ t4 ~ t yA 1 'Vi'i 3 2 r r _ ~n k ~e fit 7 _ _ ~ ~ I R - ; w f ~ { ' ~ i r. ,745 'st, ~1j n j vY4 1U - ~ p1 r - ~ ~ , } } 3P t - _ _ i `4 k j ~ 1, - i'~M1~' r ~y , i ~ f ~ \ _ - 4 ~ a~ . 1 r i ~ r f 1 - t~ 3 i t~ . : 1 h ~ ra ~ v t~ S t Cz~t r 1~, w t _ x~. i ! * ~ r 7 ~ ~ t $ . ~ ~y 1 . ~ r., 3i~ ,1 _ i u _ Z a ~ i„ t ~ . r - ~ , ~ _ ~ E ~ ` ,fix r - .r 1 ~ ,r f,: f; as ~i i a. ~ 1' G ' ~ ~ ` ~ , ...ait.., ~ , 1;' . t ~ , r. 1L, Zvi: S # f s, 1 itr. ~ a , , I ~ # I.a 1 l 1 v` a d 3 ~ 1~' t {i ~@ ! _ S f f ~ Ji l j } ~ F rv; ~ 1~. a; jj~ d -t~ i i~ - % 1 1 v Y 9 T i ` ~iy s.: ~ 1 11 1 J - ~ i ~ , ~ ~ i. 3 S _ - E w.. ' I ' t'' _ 3'~ "r.:. • •t. _ i 1 1 f h~l I'll-*. C 3 i igy , ffg f 2 f - rt,. gg f } t t j I '.i.r ~ 5 , , 1 ~ d} i 1 j11 } ~ x, . , 6 ~ e. _ i 6 3 ~ ~ 1 7 f f 4 ~ ~ ~ V~ i ~ i ~ 3 t { ~ ~ iG. d s i 1 ~ E: „ - ~ to st,.. _,a... at , S i s - - ,j4 - }a F f ~ 1 3. i x~. t 1 f(( 7 f `s F: _ a ~a ~ a~ may:: i z ,:3 i i . ~ t H i { "t~ ~ ~ z r e fi 1 i , . i { t - o-' t: a ~ b .r_ ~ ~ . n.;re?~ f s~ { ~ ~ ; dM4..,.... d "Q i ~ r.~ - ' Y 3 r 4 t y ~ u , N., t i {I ( ~ \N I. L 2 1 i ks} ..3` Ya ~ ~ ~ i ~ ~ t ]S _ I { i t . t ~ _ i~ . . t i i"r J S i - 't':'. ~ r 3 f . i' r e w.. f { i t ~s~' < r ~ ~ t~ ~ ~ i t r ~M n .~:i .:t::. ~ ~ ~ ..,„ram r. , u iWt ! ~5t ~ ~3. ~ * r - ;t l { '.'t . ~ ' _ 9; ~ ~ M 111 4 ,4. 2 ~ ~ ~ w: ~ s 1h 7 i ~ i i Y ' t _ ~ r~: ~ ~z~ ~r:, . S ,yi F x~~,, r € ~ , r r ~ - ti: ~ -~,.r, t 1 s t , , r p~' ~ ~ , w..... i ii~ t f d~` ~ - ~ ~ s sue', ~ Z ;t ~ _ ~ r ~ ~ 2 3 4 ~ r . az t ~ ~ ~ , 3 G ~ 5. ? . s' #y} i y t . ~ a, vi ~ ~ , < ~ ##r i ~ rtY r ~ r x , . i t ~ ~ ar, ~a sa.;~ 4 ~ i r ~~'r. ~ ~ , S S , s ` 1 y z , . y " ~ rµ ti~t ,~xtt.. - x 4'v`.~t ~ yr s ~ .,„z!,~ r: F \ w- i.. _ p . ~ ~ ~ .;,q.- H , a' d qq~ y' i i „1i ~ - s d { ;i 4 f ~ f S y, ~ I 3 f F3 b3 t j »9 ~ nt, ~ 1 ~ , } R p~ ~ << `Y - , ~ ` } z i, 5 - i i ~ ~ i n~' sr r:~ j ~ n~ lrti 3 t } i f } 111\VI11111 !1!111 ~1116Uf 11111 /dl lY Y(II cf VI u-uuNi" "u ( ~r 0ME ~w P fu-uuuuNi~rtJ Lb t tjluttlv3~rf~v t o utu~! v c/ tf7il~~fL~' 'tiJtNt!'V' t u 6'uI%I DATE: 9/19/05 REVISIONS: DESIGNED BY: BSS f- tttt, l1it~ ```~~1,~t111ttfllrltpppplr~i J DRAWN BY; BSS Ivi CHECKED BY: tK'~rY Y /A{~// i~4 \ "~y a ~~'aq••yq ~ - /.~.~_J!",~ryt.. q .f ) /.i'~ F R~ ~a'y~~ Q. C, BY: K^YW SCALE, CO - BRAJE CT 1005018 Catawba IS s f ftM WW°P°II' I ,,,~b~ •q qR 'b R o a F'J..I • r _ ? . "w ~ « ~ ~ l w , p ; q y 223 N Graham Street Charlotte, 28202 ® r ~ r Oa c) z~ SHEET 17 ' ,Rq•R»..>.•f " f .,,~k..4.~•,` V: 704.333.0325 . 704.332.3246 Mfl" /U; L 1 4 PROPO' B" "ILDIN"S r rtrrrn ~,jp'' rtr~~t?itt djlp r w.LandDesign.com trr:~tt lfi W . , G~ N ° N co N Z 'n M O cV L M L M Uo ti E aiL O L i V V1 Ln b Z~ m I ~ ~ N ~~{ililtlfll!!! CATAW B CITY QF CORPORATE 'SEA'L.' !Ilrllttilt ° ' GASTO N IA, N SHEET INDEX: .~..v + ~~t ®~yg 51"gyp A`. 3,n' Mp . ~ ~~~999 ,e~~,, ~ ~ G5 ~ ~ SI I'~i ~ p ~r _ AL 1 - 21164 •'~~~lu N6 1w. • re ~m~na r a n u m~ss~.on a G I Cover Sheet C-! a Typical Elevation of Proposed Buildings G2 Technical Data Sheet C-3 Overall Site Plan . ; + to o ..tiLE?VW. 0 : n " , y ~ . DEVELOPER Robert B. Dienst c-4 Site Plan , _ _ + w Catawba Hills, LLC G5 Broadview Lane -Plan and Profile t~~,¢~~ 7~ o,: ~ AA e 9I 25 Easton Drive C-6 Bighorn Way & Vista Court -Plan and Profile R , arEa; AG~'..~ • ~ ~ t A' ~ . ~ , REST ` D PASIY;S ~ ~ _ ~ og: ~ ~ . # Q Mooresville, NC 282 17 C-7 Creekstone Trace -Plan and Profile A b`i'd a n l~..~ a : ~ ~ e` ~ p pY;, ~ ~ . ~ ~ ~ on4sruu 7~4.309,~ ~ 23 C-7a Ramshead Way -Plan and Profile ...»...............~.._.,,..-....r,,..._ FRtt 7a. ' ~~a 'i~t~ ,Zy,.. - ~„n~64 ri 5' I( ~j R ttNG~,.. :,Ilea. R ~F~°~`,~ ,1 t 7~'y~(~, ~ ' o ~ UkTE .a ~ ~ ~C T ~q C-8 Storm Drain Profiles " c', ~ ~ j ~.Y~ 6Q 4.~~CR~W : R111U1Tf1 ~ ut O 2 e r ~a~+1 ` G 1 tt fa nay _ C-9 Drainage Area Map • ~ vn . N HuosoY ' _ ~ `~o ' 9 ST,: 4 0 1NG r ~ n R a C-10 Site Grading Plan - ARDENS" 1.t~ ' Uq ~E~iRRua FORD : o. - , . i , 4~ - z fl 3t. ~ . 'Yf _ . , i~+` tYl • ~ z : MWF~!" y' SAS T R VAT9iWS CflAM C LANDSCAPE LandDesign, Inc c-~ ~ Site Grading Plan V E 9 t9 ~ corn u ; \bkg..'.. .'c,~ 1N:~ ~ ~ ~ ~ - ~~~...'41' GRAYER. n , ' 4~ . ~ ~ ores . ' aoYYY~t ARCHITECT/ 223 North Gt~a.ham St. C-I2 Storm Drainage Details N N ~ I'OS3r4af~9~, m ~ ~ . • CIVIL ENGINEER Charlotte, NC 28202 C-13 Miscellaneous Details tea. . T . RL G'N ; }fpxFlN N' `~,.n~ ~ re uc ~ . r ,;.q, • ~ N _ ; ~ c . ~ KIN - RA , 704.333.~32~ C-14 Ovewall Water Quality Draiange Area Map _ ~ ''q+ 6~ pv ~7 • . C-15 Water Quality Grading Plan C- 16 Stormwater Detention Planting Plans ~ k hEM' ~ n ~ ~ E" dy ~Ci' W k I)0 N w0 s a ~ • tis I~THW00Q w~: .z ..F } ~ ~ > art ~'~k ~ , i~. iw ~ D Po sDtt zgts ~e~ 9 _ _ C-17 Stormwater Wetland Details C- 17b Bioretention Details i N" ~ LS) E CONTRACTOR Dan Dungan Ec-~ Erosion Control Plan ~ pia x Oe` ; t as~~ ` VtAX i"~•;, :t ~ rT ~ ~ N ~A 0 V1 Concord Builders, Ir1C. EG2 Erosion Control Details a d*.~ ` s ti~ n o ~ q`- apt a ~ ~.ti~r. : i D' cs ~ mss.. ,~;C \R'~ R]} [y: .~Y v' 1 to A(E y .:~E1 „ * a.Ms 204 Branchview Drive u-~ Overall Utility Plan 0 roles Concord, NC 28025 U-2 Vista Court & Bighorn Way -Sewer and Water Plan and Profiles F- 704.782.74.17 U-3 Broadview-Lane -Sewer and Water Plan and Profiles I 1 ~ ~ JL U-4 Creekstone Trace -Sewer and Water Plan and Profiles 9/19/05 ~ I V) U-5 Ramshead Way -Sewer and Water Plan and Profiles 9/19/05 L' 9/19/05 4=j c~ C > SURVEYOR Gerald Sosebee U-6 Sewer and Water Details u 0 Carolinas Design Group, LLC Sewer and Water Details 9/19/05 u U NOTE: 201 West Second Avenue THIS PRELIMINARY PLAT WAS APPROVED BY THE G.P.C. ON . THIS APPROVAL SHALL NOT CONSTITUTE CONSTRUCTION SHALL NOT BEGIN PRIOR TO A PRELIMINARY CONSTRUCTION INSPECTION OF THE SITE. CONTACT THE Gastonia, NC 28052 AUTHORITY FOR RECORDING THIS PLAT. APPROVAL. IS SUBJECT TO THE FOLLOWING MODIFICATIONS. CONSTRUCTION ENGINEER /RIGHT-OF-WAY ADMINISTRATOR AT (704) 854-6626 AT (EAST ONE (I) WORKING DAY PRIOR TO 704.854.932$ GENERAL STORM DRAINAGE NOTES BEGINNING CONSTRUCTION. Z ALL CONSTRUCTION TO CONFORM TO A SITE PLAN APPROVED Z U 1. MAXIMUM INTERNAL VELOCITY IN RCP SYSTEMS SHALL BE 17 - 20 FT"JSEC. BY THE DIRECTOR OF PUBLIC WORKS AND PLANNING DIRECTOR Z CL 2. THE FIELD INSPECTOR, WITH APPROVAL FROM THE CITY ENGINEER, SHALL HAVE THE lE w F-- AUTHORITY TO REQUIRE ADDITIONAL RIP-RAP ALONG OPEN DRAINAGE AREAS WHERE RE _ITIES V) WARRANTED BY POSSIBLE EROSION OR WHERE DRAINAGE AREAS CROSS OTHER UTILITIES. 3. THE FIELD INSPECTOR, WITH APPROVAL FROM THE CITY ENGINEER, SHALL HAVE THE IE w CL AUTHORITY TO REQUIRE EXTENSIONS FROM THE PROPOSED STORM DRAINAGE SYSTEMS WHERE EMS WHERE 0 Ll.i FIELD CONDITIONS SO WARRANT. Z 4. STORM DRAINAGE SYSTEMS SHALL BE DESIGNED TO TERMINATE SO AS NOT 70 REQUIRE TAIL QUIRE TAIL 0 DITCHES WITHIN THE 100 YEAR FLOOD PLAIN AREA IF EXTENUATING CIRCUMSTANCES EXIST, .ES EXIST, ANY TAIL DITCHING WITHIN THE 100 YEAR FLOOD PLAIN SHALL BE APPROVED BY THE CITY E CITY ENGINEER PRIOR TO CONSTRUCTION. 5. OPEN DRAINAGE SYSTEMS RECEIVING GREATER THAN ONE (I) ACRE OF DRAINAGE AREA SHAL AREA SHALL NOT BE ALLOWED TO DISCHARGE OVER THE STREET CURB WITHOUT A STORM DRAINAGE INAGE SYSTEM DESIGNED IN ACCORDANCE WITH CITY STANDARDS AN SPECIFICATIONS. OPEN BEN co i2 DRAINAGE SYSTEMS OF GREATER THAN ONE (I) ACAS OF DRAINAGE AREA SHALL BE PIPED WITH BIPED WITH C) mm a STORM DRAINAGE SYSTEMS, IN ACCORDANCE WITH CITY STANDARDS AND SPECIFICATIONS, :ATIONS, BEHIND THE RIGHT-OF-WAY, OR AS POLICY MAY DICTATE AT THE REAR PROPERTY LINE. NE ON om~mS C) 6. THE DEVELOPER'S ENGINEER SHALL BE REQUIRED TO ASSURE IN AREAS BEING DEVELOPED, THP LOPED, THAT w Z Z / ADEQUATE DRAINAGE FACILITIES WILL BE INSTALLED, AS PER CITY STANDARDS AND wC3~Um~"-~, LLI u 0 'i W Q = LLJ oor U0'~n~ c=n SPECIFICATIONS, AT ALL STREET INTERSECTIONS SO AS TO PREVENT PONDING OF WATER IN TH ATERIN THE STREET INTERSECTION CURBS. Y3 s s