Loading...
HomeMy WebLinkAboutSW3220102_Construction Sequence_20220131 (3)Price street 2 Y 2 Howie Mine Road ' c McDonald street n a v! a n .. rt n . East North Main stree fraet �' ® t streeEast South Nei W esF North MN ins .. S^ r® Nee ,Nest south Main f o r0� �i N S � 0t• o A n: n- straal _ �'t.,.s ► S^ �.p i Na$ / 'eo e f CA Site s^ of � � yr aya a h ae Lynn Street �9 e, 10 Teresa circle m a„Straet Ouran VICINITY MAP - N.T.S. a — I ll�ll I II` I `,� `, i i i i ' PID`, `, `, `, `,\,, ,,\— O= Q,, ' \ `, %`` `` `` \ �� `` ` ` `` `` `` 1 `' ' ,' I 1 1 ', `` %\ `` `` ```` \ `` `` ` - - - _ I; \ \I, I �, ; 1 1 1 t , \ , `, `, 1 \ t `,—x 1 1 1 I 1 1 , ,t ` , , �� \ 1 1 \ , , , , 1 1 , 1 \ 1� `, 1 1 1 I 1 1 1 1` , t lk8 % - I %L1, . , , I ys , ', \ , `, , 1 \ , `, `,1', %TI 1 1 ,+t ` " `,`. SOIL • .0 N 'r� I� C��--�5'Tx ; \ t I CLASSIFICATION. - � 11-1I1 IIL r x �i1 \ BACKFILL AT HEADWALL ' � 1 jzc 1 1 t WITH CLASS B RIPRAP , Q '1j1 xi I STORM PIPE EXISTING DITCH SHALLLn ; I ; ; BE INSTALLED IN DRY CONDITIONS. LIMN \ CONTRACTOR SCHEDULE WORK WITH ?t i�N'' W \OR'' FCd'RM�R FAVORABLE WEATHER FORECAST 1 ' R \ AND BACKFILL ALL PIPE BEFORE END , PLATTENL3 , 13d6/�50 ''', \ OF EACH WORKING DAY •, ` 1 1 1 1 1 \051,15 STORM SEWER FROM DI 27A TO \ , INSTALL CLASS A RIPRAP ID \ FES 23 TO BE INSTALLED BEFORE ' WITH FABRIC UNDERLAY IN GRADING IN DITCH ALONG ROAD 1 `� 0 DITCH LINE ; — ' 15"" R I e , I •` FIGHT ,GF Wes'',— \m \. PE 38 x—*—' ' ( �' CI 26A ' f S S INV:659.05 I S GIV 1 ` , / RIGHT OF 1 i WAy 6�' ' - A p p► 1�+','� , I \ SEDIMENT BA. ` 1 1 1 1 FaER Fo AD 20A � L oPTic eox _ I 2p .FR r ,E ; AD 20B 1_ / " ✓ / ( I l '`, ; t, � 654. 12 / 5Z 5' � � '1 '( ;1 \ , C STABILIZE PERIMETER DIKE WITH SOD \ / AFTER REMOVING FABRIC LINER ' 1 1 , 1 1 1 / \\ \ N,,� I �a `` CONCRETE ; RIPF Ir/ ;� ` 655.62, top SAIL ; PROTE( STATION 0.1 ;� \ a T I S`,rOCKFILE ,, I Q , �1p1 L6CATIdN 2 TEMPORARY GRAVEL ' C500 CONSTRUCTION ENTRANCE (TYP.) I" HARDWARE CLOTH & GRAVEL 4,7 n \ \ I ( INLET PROTECTION (TYP.) C500 1057.61 I REPLACE WITH SILT SACKS WHEN PARKING LOT IS ' 1 — STABILIZED WITH STONE BASE I 1 t W PR FORMk,6L YN / ` 11 )A S & LOU WARNER , - i) 403/172 / l I \ I \ \ ;,.h ; P1 051150Y4 1 , ` % % I X 658.03 -- t \ 1 S DIVERSIONS TO INLETS / m - % / TO REMAIN AFTER U) ---- = == CONSTRUCTION If/ P / / EXISTING PROPERTY LINE 10' fill., CHAINLIN NCFEE x_ . ¢• 1 1 1 / ` 1 , , f er 7 " NOW A FORMER&,YN t MERRIS PARAR REV. PU: I DB 3Y 16/823 _ / w 1 1 ' , , PID A5114181 J r I I - � I 1 ' STORM WATER (CLEAN) IS TO '1 50i 601 \ / BYPASS INLET SEDIMENT POND I, ; I IS CONVERTED TO WETPOND ! / I N V RR F RMERL Y N \1' &I NO(A JOH/ Ib/ \ / I I B`385 215 ? 1 �S_111 I I PIP g5114178 �J 1 I I I z w � L L DISTURBED AREA CREATED WHEN REMOVING o L,Cl� z L PERIMETER DIKES TO BE IMMEDIATELY -AN a j. STABILIZED / �)Lz _ L C - -- \ U G E' \ 1\ GRA VE — , DRIVE _ N1 s� ADEQUATE DIVERSION BERMS SHALL BE PROVIDE THROUGHOUT ALL CONSTRUCTION AND DIRECT GRADED AREAS TO BASINS 1 & 2 CONSTRUCTION ENTRANCE OFF GIVENS: 34°55'23" N, 80D44'44" IN CONSTRUCTION ENTRANCE OFF LYNN: 34°55'17" N, 80D44'45" W ' ► �� I RlGtil ur Y­.' - / \ , i \I �+OTCB 102 I I l 1-11 \ TEMP. SLOPE DRAIN / 5 ) NOW 09� 1 ` CLEAN WATER BYPASS / C505 ' (FORM f C Y" I JASO% EISS J J I AYWBERG BROOMS? ID B 7962/4 — �I PID 105114116 CONTRACTOR TO PROVIDE SPECIAL CARE IN ' PROTECTING TREES DURING CONSTRUCTION. (TYP.) ' I / I I •, t I // / POST DEVELOPMENT ) �\ \, I r DRAINAGE TO SEDIMENT TRAP #4 TOTAL AREA = 0.85 AC. / I DISTURBED AREA = 0.32 AC. I r I \ J \ /Jell 1 I I I\ I\ I ( -NOW OR F RM If KENNETH & gAROL DB 393 874 PID 0511 162A % / I 1 �I ' _&�,xl �i ` `.i , 1 TEMP. SILT FENCE WITH TREE (TYP.) >^ O 00 O I 1 ctn0 E00 Div lB ro 1714 0 00 / Q aJ 00 U Ql E+'r4 � O U N cV C /U�o UNZ �u'f co � 0 O On FES 24D'�`. ,,,NOW OR FORMERL YN m � U � e TRACY HORTON DB 1935/361 o - PID 05115037 Q 1 - /^'NOW OR FORMERL Y / TRACY HOR TON E INSTALL CLASS B RIPRAP 3 4930/521 WITH FABRIC UNDERLAY ON Y #51150J6, ✓� o;l ,:; ;'1'2:1 SLOPE / rn ' II;'' i m 1714 1 SOIL CLASSIFICATION (TYP.) 1 1 I 1 I -NOW OR FORMERL Y- ' KA Y PL YLER al ' DB 4771744 ' ' PID 05115035 - , 1 , III ' ' — 'NOW OR FORMERLYN Seals: aI ' I 1 — JANET & BILLY SELLERS DB 1867/303 CARD,, _ WETLANDS Pl 05115034 ,c`� zo, 7 + i _ SEAL :+ STORAGE VOLUME FOR EXCAVATE "I'll, JAI a kk10 ►`` -NOW OR FORMERL Y" HAROLD & CAROLINE JOHNSON DB J4471157 PID 05115033 1 C500 PROTECTION DRAINAGE AREA = 0.33 AC DISTURBED AREA = 0.22 AC REQD STORAGE = 396 C.F TOP ELEV = 616.0 `, BOTTOM ELEV = 614.0 .\'J/1 PROVIDE EROSION ' - CONTROL STRAW MATTING ON ALL SLOPES 3:1 OR �y STEEPER ' ,' SEWER EASEMENT ` 'NOW OR FORMERL YN PA UL L YONS DB 56491455 PID 05115026A R PROTECTION DRAINAGE AREA = 0.22 AC DISTURBED AREA = 0.22 AC REQD STORAGE = 396 C.F TOP ELEV = 624.0 BOTTOM ELEV = 622.0 i '�COORDINATE WITH TOWN OF 2:1-MAXIMUM 7' WAXHAW FOR ACCESS TO EAST SIDE SLOPE OF STREAM , It 1 SEDIMENT TRAP #3 TO BE REMOVED AND BACKFILLED AFTER FINAL STABILIZATION IS REACHED \ V O W OR FORMERL TOWN OF WAXHA W DB 169145J PID 05115029 TEMP. SILT FENCE (TYP.) 0 ;A --'SITE CONTRACTOR (PHASE 1) TO ( CONSTRUCTION SLOPES AS SHOWN THAN 'IMMEDIATELY SEED AND MAT. SEE SHEET C508 FOR FINAL STRUCTURE INSTALLATION PUBLIC SERVICES SITE Nor I AWN `r,I • CONTRACTOR TO PROVIDE SPECIAL CARE IN ' _ PROTECTING TREES DURING CONSTRUCTION. WAXHAW ' MAINTENANCE \ `. ' %r1'�� (TYP 1 FACILITY \ INSTALL STRAW WATTLES AS '1/NECESSARY TO PREVENT ` \ , , 1 EROSION , ` NOW OR \ \ , ` %`'`, N 1' �'',, \ FORMERLY- %% `' ', ` ` ` `, I I 1 %`% NOW OR% \ TOWN OF WAXHAW % ; 1 ; ; , , FORMERLY- DB 1758120 X `, I KENNETH H. RICE %', , N , r PID 05115027A DB 0866/002J PID 05115027 6 SEDIMENT TRAP #4 APPROXIMATE i01 TOP OF BERM = 632.0 LIMITS OF SURVEY \ %\' BOTTOM ELEV = 627.5 N \ PVC PIPE CONTRACTOR TO PLACE PIPE WITH POSITIVE 0 DRAINAGE TO DIVERT WATER FROM UNDISTURBED AREA / Cl, N ASPHALT DRIVE LEGEND Zyrl EXISTING FIRE HYDRANT EXISTING STORM MANHOLE MH I PROPOSED STORM MANHOLE ❑ EXISTING DRAINAGE STRUCTURE DI I PROPOSED DRAINAGE STRUCTURE _ _ _ _ _ — EXISTING CURB AND GUTTER �--- PROPERTY LINE — XXX— — EXISTING CONTOUR LINE XXX PROPOSED CONTOUR LINE — EXISTING STORM DRAINAGE PIPE PROPOSED STORM DRAINAGE PIPE TEMPORARY SILT FENCE MEN MEN TEMPORARY TREE PROTECTION BARRICADE A MEN A MEN TEMPORARY SILT FENCE WITH TREE PROTECTION STONE OPENING IN TEMPORARY SILT FENCE ----}-- LIMITS OF GRADING/CONSTRUCTION TEMPORARY INLET PROTECTION TEMPORARY ROCK CHECK DAM oOo��o TEMPORARY GRAVEL ENTRANCE OUTLET PROTECTION ® RIPRAP PLUNGE POOL PROP. DIVERSION DITCH PROP. EROSION CONTROL MATTING PD> PROP. PERIMETER DIKE STREAM BUFFER - TOWN OF WAXHAW (NCDEQ) — — — 30' POST CONSTRUCTION STORMWATER BUFFER WETLANDS Know what's below. Call before you dig. (D iiiim !!!I 40 0 20 40 80 SCALE: 1 "=40' Corp. NC License: F-1320 00 (V om 4-J fU a) C: e 4-1 O N U r-_l Project No Date: Revisions: Sheet Title: 17000403.01 1.13.21 EROSION CONTROL PLAN - POST DEVELOPMENT Sheet No: C302