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HomeMy WebLinkAboutSW3201201_Plan (Drainage)_20210317).., \ \ \ ROBERT MATHIS TIMOTHY CHARLES HUGGINS \\\\\ \ \ P I D: 09057010D P I D: 09057010C� \ 1v1 1`, ........_.a' n PIE. 5347 PG. 628 PIE: 1172 PG. 647 v '' \ \ \ s.. \ \\ \ n � " t PRIVATE DRIVE "\ � \\, ", �, \ (" " �, , I � , ,� q. . .X 'L) l",.. ..'.,. . �.c,_��� ,-..... ...�.. �!)'(,1,1�",',/',�-,�\ , � � �\­ " � � " ,,,, �, 11'("( �,��1,1� .\( ,") , I, �, , I 1,, 11�,,�,,"(, ,4� ", '),� I ,, , u (/�)I I .I.. . I.. I .... I f I - f I - `\\ ' \ \ „ ,,,,, Ah" \113., \ ( ))1\ �::r V A A PROPERTY LINE �., - ('}\r ,t / \ u"c, \I \ ,,, ?, €,m,, �, ,,�, ,,�, ,,�, ,,�, ,,�, ,,�, ( �I �� ,,�I �I �I (�I �I (1�4 �I, , .,,.,.,c �,�� � u,:�-, �,,;,-, ,., �, )(,��c; I,, ,�. �.�» / (..) ,. y. � .. !,„�� ..� (IC .,,, �Inc�, I1' (, 1 ........, tlt �„ I V' /��i', ... Ur..,., ' �) ,.... A i �e, �""b"���� \ U�:� y"e. \,:, A U,,,. (�.. (.,,I y�. -''% -� ....... w (..11 J .., ,..., ,... , , I (.!4) \. A m ....,,. 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I € k»i ` ., I , "� '� ( ) L I "" y, r `� ,„,y\ `J, €;� ` ,;M^""' I ca �" _ "' A_ \Y, �,. ,: \ G,. ,, \ y,, v I v v y N iI_ t\ \ �))'>>� v vv yy�. \\ _. _ _. _ _ \ ,x \ ;,/n I r' • `i _) " )` \ \ /� I ,, ))v A\ ' s ""w / \ �1 A �' \ y \ �� ��, /,,1[1111[101� \ r "" ��i > s C\ i \ rc�- J ( \ ' \ \ - - - - �) \ - ""r \ A,. \l) 11 » 1 / (a( ( 7 _1. A ( , � V Q� � \ �0, \ \ \ Jl I w. , I . c.,, I_:, L, I u V 'v \ r (, I I( / \ \ 1 �",) ,I - I � �,, ,, �11"� \� \ " " <), Imo( ( , r „, \v I V \ c I \ V A (,, \ . v v vv v" �; v v�� v v( 0) ( r 1 / / ',I�. v v v 4.A �v 0 ) v ,. "Il , I K, , �°� .��.. ...... , __ v v y �, � ), v ` v\ ( ) I v v v .-,-.,- �, !arc»rr." / l y,,,_ A 1n. 1 \ " ! ��. ,,,, \ (' I ] �t.(,. A I t. 1111�'' \ CB - (16) A / V'" \ \ \ RIM:547.20 �s \ \ \ \ l C.1) 11, \ \ �„"y \„fir, ......... \ \ m, )- � 15" INV IN: 543.05 (CB (15)) I....... I, \ \ \ \ \ I,) \ V OUT: 543.05 (CB (26)) / /� \ ) \J " \ 66.69 LF OF 12" RCP 0.50 /o I ,tHI I O (,, , �,�t ��+ \ y / \ c/v I( � I ' I., ( } II } `� 0.77 LF OF 12 R (r, , 11_ „ c ( r \ % \. >~ 1 , I r ,... } 1X� I F,, (Cr L;' ,�)k ,,,.,: 1 Imo) ,/ \ \ \ \ \ )) \ \ > I (J\'..,. a ('(I I i I " } } \ I l \ \ )I \ \ CB - (487) ,`' »y \ _ `� ,( ,, / \ \ \ ) \ "LX\ w RIM:548.12 X \°°m \ I „ , I ? I 11 \ x� } \\ \ ) \ °�0 12 INV. OUT. 544.88 (DI 1058) 011,,, \ r5 ,, "�• <5:;, ;) �. .�. ,.,,...,...,, �� ..,, „ .., �~,- ���,�. � ) / `\, \ , �CB /�� O. r,»nip„» r^,,," .. ........ , \ r » RIM:546.50 � r I , r I - �\ \ \ \ \ \ i 12" INV. IN: 542.46 (CB - (13)) �5 �G \\ ,»)` I mrmumm ,.,. " C A 15" INV IN: 542 46 (CB (16)) F �� � � \€ "Illm I } » mn I r f \ �,. 1 � III \ FES 421 18" INV. OUT' 542.46 FES 421 ��»J»n ,r,»„» -) ..... \ b RIM: 543.42 �191 ,, \ \0 . \> C„) IIIi ( i \ 18" INV. IN: 542.00 (CB - (26)) -° r�»'mr)\ o x I I ,� \ V' 0� ° + m p � , 1 ' -1. STORM C. REFER \ + 11 \,, 00 91.62 LF OF 18 RCP @ 0.50 /o \ \\ ""'' END STORM C. REFER TO r, ....... _.1 �v ,; /)� 11 �;', I vi j} V,, ( „t L.., ... - SHEET C3 02 FOR PROFILES ,� A A TO SHEET C3-02 If_......"....wI11U9.flIIIIIIIIIIIIIUIIIIIiiiOU!1.i1i1iIIIIIUL ._ "°"'.".liiiiim� 1 \�i, �x�, r)' f i i V . )r,V ..... FOR PROFILES \..... .. " .t CB (15 »mr»„ l , q1 ) 1� I ),' v I RIM: 547.20 »r»n„mllr11 _ ��,� -I ........, \ " \ , .. "... 12" INV. IN: 543.39 (CB - (484)) ,»,m„), ` \ ..... .. 12" INV. OUT: 543.39 (CB - (16)),.' ,I /� - C�, , '"I\ \\ \ 66.58 LF OF 12 RCP @ 0.60% s4> F 12" RCP @ 0.50%11_ .. �I I } . ,/> „rc, ' I(', 0 37.32 LF O I, :, „' I ( %o' \� (') \ \ r»j°»' RIM: 548.12 / I. I, cr ,,,a I \ V A � 12" INV. OUT: 543.57 (CB - (15)) \ \) .... !t / (A..., ....... (:,A' \ ........ ........ '..I � ) .... .......... .... � \ , 3 V � prn;�»i»,rr < ,,,.; i' 1, I /, a,�% \ f �, ........ )l t/ ........ ", f ., GA`1 GAS .... (•l�,8 I ... .... ...... ti o (, I,, I , } I VI Vv (V/8 I \ CB- 13 v \ V ( ) I / A. A rc ), I/ P,E1 ('/,< C' \ RIM: 546.50 mr,,,,m' �l'`` 12 INV. OUT. 542.86 CB 26 CB - 14 / \) / R ,., !,1 �� �.i A.. ., \ \ n / h �I _ \ \\ \ V' �/ \, i�h'A �\ (,,. y,�' RIM: 547.30'' f,:),., / A,,,,.. 1 , .. r �n mmo b " \ \ ��"mm \°'"", e » �' 12"INV. OUT:542.97 CB- 12 . I IIII''' A A_ €, y a I "' "', 5 , I //I (-'' 66.73 LF OF 12" RCP @ 0.55% 5Q :; t / 1 I I I "I - C3 02 FOR PROF ........ „~~ ��/ END STORM A REFER TO �...... (, ,�(� �,,... � CB (12) » .- SHEET ICES (490) � ( c��r) ��; ice, _ I \ RIM 547.30 47.90 �°J (")I (,, } } ( <, 12" INV. IN: 542.61 (CB - (14)) \ .,'a \\\ 12" INV. IN: 543.03 (CB - (491)) "1\\, :::� ( . I I"'....., ,1- If I € -... JI c, ct', ( I 15' INV. OUT: 542.61 (CB - (11)) \ \ 15" INV. OUT: 543.03 (CB - (22)) III 'If} ........ .. I 41 v v 1 1 \ \ (� \ \ i �`, /\) \ / l V A \ I ) y. I T/`� `� ���», °N(m \� v v r „ ° p� rl F 15 RC .5 ",: \\ ,,, 9217 LFO P@0 5/0 \ €.�:,�, I,i. r ' C. ti'e. / /� "-,- ...... '". " "' ha ..r, ( � , ,,.,,," v, 132.31 LF F1 "R P 0 ;;; ,, ,O 5 C @ 0.55 /o (,., / - O, _.> t, , „ - I / \ ( <<, \ I c,, ; \J „„: ,\ ,,, \. , , ;f \ I RIM: 548.06 ( , 1,, I' /;) c, \,' \ " . 54.11 LF OF 12" HDPE @ 1.34% I ( �'', <) '"� :I 1.., €,G» O,,. ,I u,, ( .;:> � c ..,, \ \� ,.,,, ", ,,,,,,,, 12" INV. IN: 542.05 (SDCO - (44)) \ (. \ I , ( ' /`�:, ,€, I .' "° INV. IN: 542.10 (CB - (12) " SDCO (44) 15" INV OUT: 542 10 (CB (1)0)) `\ , _\ .- If l - ) , , , ""`. ) \ - ✓ L, try ? \ \ �� }, I� ( 111�AAA RIM: 548.90 ,,. \ \ » ) w )y / - INV. OUT: 542.77 (CB - (11)) ' 11 I x, ( , / \ RIM �545.51 " \ \ o \ z -} I ,,,. J) \ VA " 8" INV OUT: 539.42 (TD - (30)) "" `` ``',. "�,A �` '/,, \ 58.02 LF OF 18" RCP @ 0.55%- r� (I I .; \A �� . ? / 22.43 LF OF 8" HDPE @ 3.98% ) \°�•., M\�! I .„„" " "ff „� IA �,� �, - �,,. ," �, \�, '`%''" TD - (30) TIE 4" FOUNDATION DRAIN "»„h CB - 25 1 / 21.20 LF OF 12" HDPE 2. 0 \ RIM: 544.90 INTO 12" TD-30 OUTLET `» ( ) / \" ` " ( 2 @ % \ i ( RIM: 546.80 I, (y. ( „\s r 158.55 LF OF 15" RCP @ 0.60% 18" INV. IN: 541.98 (CB - (22)) 5 .5 - , ((, _> I 1 "/ \ SDCO - (492) , p .. 12" INV. OUT: 538.53 (SDCO - (492)) I "" / \ / 18" INV. OUT: 541.98 (CB - (24)) / 11,) / RIM: 550.05 A ' A % , \ 23.06 LF OF 12" HDPE \ } 12" INV_ IN: 538.11 TD _ 30 A \ @ 1.00% � \ l 1\1i I 11 " f^,' \ 12' INV. IN. 538.07 (SDCO (32)) " "` \ \I,\")f) \ SDMH - (3) \ 12" INV. OUT: 538.07 (SDMH - (5)) % .... \n7\1....SDCO - (32) \ \ /} Of II RIM:540.45 ,, \ RIM:547.25 i } } "' / 24" INV. IN: 534.96 (SDMH - (5)) ° 21.96 LF OF 12" RCP @ 2.00%( rn p p p 12" INV. IN: 538.30 (SDCO - (33)) " 24" INV OUT 534 96 CB 2 � `» � SDCO - (43) / \ �rr \\ `\ \ �\\,, \ .. CONNECT PROP. PIPE TO DI 1058 \ \ 11 \ \ c, \ , \ `S' 11 \ \,,. \ \ \ \\ "` \ C�1> 1V),t'�)! A� \ 'A \,,.. / A \ pA ,Ji \ \ \� a��, '. \\\ , ",, ,.. \\ , \ " , . ;�_ _ \\ \ , I \\ \. \ °\ \ \ V `,' I \ CB - (491) \ % RIM: 547.90 �, 12" INV. OUT: 543.40 (CB - (490)) \� \ goof I) A \V / V\, A \ v�v(�:�, vvv �67.11 LF OF 12" RCP @ 0.55% 1 \ \ \ \ \ I, \ \ " \ \ \ \\ \\ \ \ \\ \\ \ �A A\ V \\ (\t„ \. \ \ �1\ � \\ ,,)' � � \ A 1\ �\ 1 \ s \ _,� DO \ / �_, \ .. ,,".. \ END STORM D. REFER TO r, SHEET C3-03 FOR PROFILE \ - - ..... CB _ (23) - - - - - „ RIM: 547.74 \ � 100 t(\ "<s, 12" INV. OUT: 543.45 (CB - (22)) IS (( ( ()) + 00 \\� \ ((\ \ OUT: 538.30 (SDCO - (492)) RIM: 542.66 \,, CB - (10) r ' - ro w �`.�\ �\, 12" INV.\I �\ / IIIII ._........" 12" INV. OUT: 540.78 (SDCO - (42)) / RIM: 546.80 ., I 1 ,t.m;, Cg _ 2 ...........�IIIIIII�IIIIIIIII ..... IIIIIIIIIIIIIIIIIIIIIIIIIIIIII ......... IIIIIIIIII ............j... IIIIIIIIIIIN ......._.•. IIIIIII IIIIII ..._...:' III C\ „ , , .,, ,." ��\ " 73.52 LF OF 12 HDPE @ 1.00% 15" INV. IN: 541.15 CB - 11 f o } RIM: 538 97 0 186.24 LF OF 24" R P @ 0.70% \ \ \ 5Q5 0000, �\ / ( ( )) ,,,, 4 > 130.95 LF OF 18" RCP @ 0.70 /o o /� 18" INV. OUT: 540.90 (CB - (27)) 1 24" INV. IN: 534.20 (SDMH - (3)) 00 \ SDCO - (42)- k I >v k - \ / L 36" INV. IN: 534.20 (CB - (35)) s4o o SDMH - (5) I RIM: 548.62 1„ \, 58.20 LF OF 18" RCP @ 0.60% / sss 36" INV. OUT: 534.20 (CB - (1)) @ RIM: 544.60 / ��;V '' 12" INV. IN: 540.38 (SDCO - (43)) .. �, a 12" INV. IN: 537.63(SDCO -(492)) v� ,° 12" INV. OUT: 540.39 SDCO- 40" l I CB - (1) 0 X 24" INV. IN: 536.26 (SDMH - (6)) 0, \" ( ( )) " CB - (24) J o \ RIM: 539.18 N 24" INV. OUT: 536.26 (SDMH - (3)) \ " ;• , SDCO - (33) ', �� � RIM: 546.00 r , "' ",,. � �� 18" INV. IN: 541.07 (CB - (25)) \ 36 INV. IN. 534.11 (CB (2)) €,, ;' RIM:548.70 ,, PROP. ABOVE OUND 36" INV. OUT: 534.11 (OUTFALL-1) O o a U y \\ 24" INV. OUT: 540.57 (CB - (27)) V'`- LL L V v 12" INV. OUT: 539.03 (SDCO - (32)) G) =-- " ((' SAND FILTER B P. REFER _j A `,,, y 'D "'/ _ / TO DETAIL ON S ET C3-02 \ \ '� @ ° n v o0 \` \; ' SDCO - (40) A BEGIN STORM B. REFER TO 43.23 LF OF 36" RCPV 0.25 /o � /� SHEET C3-02 FOR PROFILES. I \ (�) \�'` o `,'\ 94.23 LF OF 24" RCP @ 0.55% I \ \ \\\ �� VIII III IIIIII li `:_...-...- \ RIM. 542.44 //� "" .� A 12" INV. IN: 539.94 (SDCO - (42)) �d- �� o ' `)5 BEGIN STORM D. REFER TO y... NII�U� i \ OUTFACE-1 � \ I �"'', v ' 12" INV. IN: 539.94 (SDCO - (41)) SHEET C3-03 FOR PROFILE RIM: 537.47 \ \ \ \ 12" INV OUT: 539.94 (CB - (7)) r �� @ ° \ \ �n „e" 39.59 LF OF 12' HDPE 1.00% RISER-1 I'll36" INV. IN: 534.00 (CB - (1)) ........ RIM: 537.35 °1�11 \ \»`\ O� \)'\ 1. ° . \„ do \ �\ p CB - (27) 6" INV. IN: 531.75 (SDCO - (449)) EGIN STORM A. REFER TO 18.41 LF OF 36" RCP @ 0.50 /o 24" INV. OUT: 531.75 (SDMH - (427)) SHEET C3-02 FOR PROFILES 14.57 LF OF 36 RCP @ 1.00% \ ,�', °V° I y' \ ( h� \ \ \ \ ~ \ C, CB - (493) :.... ,� "I ``/�1(1_0 �RIM:537.5012" INV. OUT: 534.88 (CB - (36)) ; ^� " 34.80 LF OF 12" RCP @ 0.50% ✓ " 11 N ' � S32 1'.': ) ( r__ \ g8 vv \ \ \ -,-.- ,,,,,. \ -18.01 LF OF 15" RCP @ 0.50%- � 25�_-��� 33 LF OF 15" RCP @ 0.50%- \ SDMH - (427) \ END STORM B. REFER TO - RIM: 536.19 SHEET C3-02 FOR PROFILES 24" INV. IN: 531.11 (RISER-1) 24" INV. OUT: 531.11 (FES - (420)) \ - 21.13 LF OF 24" RCP @ 0.50% FES - (420) RIM: 532.52 24" INV. IN: 531.00 (SDMH - (427)) 0 + CB - (35) RIM: 539.27 24" INV. IN: 534.35 (CB - (36)) 36" INV. OUT: 534.35 (CB - (2)) 70.99 LF OF 24" RCP @ 0.50 CB - (36) RIM: 537.45 18" INV. IN: 534.70 (CB - (37)) 12" INV. IN: 534.70 (CB - (493)) 24" INV. OUT: 534.70 (CB - (35)) -52.89 LF OF 18" RCP @ 0.50% CB - (37) 1 RIM:538.10 15" INV. IN: 534.97 (CB - (38)) 18" INV. OUT: 534.97 (CB - (31 CB - (38) RIM: 538.15 15" INV. IN: 535.06 (CB - (39)) 15" INV. OUT: 535.06 (CB - (37)) CB - (39) RIM: 538.18 15" INV. OUT: 535.19 (CB - \ .. \ Vc, \ 22.14 LF OF 12 HDPE @ 4.78 /o J» y" �y%'\ \\ \ (' ,, V A°" SDCO - (41) \ \�- �1 44.39 LF OF 12" HDPE @ 1.00% \ ("- RIM: 548 65 / \ \ \ \ x� 12" INV. OUT: 541.00 (SDCO - (40)) \ I, V0r *', ....,, " �) .� ,rya 0000 \ A ' \° , \ n gs .. 548 , " " n 11, S 61.05 LF OF 12" HDPE @ 1.32% X ! / " " \ 11 s �, \ 6 \ ) 32°I- CB - (7) 01 OF 2�. RGP @ 24MINV61N0539.15 CB - 27 SDMH - 6 / .. ;'; ( ( )) ➢ p P \ ""w " ➢ s �°"' ~g9 9g �" 12" INV. IN: 539.14 (SDCO - (40)) " () \ 24" INV. OUT: 539.14 (SDMH - (6)) I RIM: 547.33 24" INV. IN: 537.82 (CB - (7)) 5 a5 / 24" INV. OUT: 537.82 (SDMH - (5)) Say / \ " "/ Io - 535,,, _ 540 """4 i \ 535 / \ \ \ ............ / RIM: 546.77 24" INV. IN: 540.05 (CB - (24)) 18" INV. IN: 540.55 (CB - (10)) 24" INV. OUT: 540.05 (CB - (7)) 150.49 LF OF 24" RCP @ 0.60%) t v PROPERTY LINE „a; \ \ )r \ z ,, HELMS JAMES DONALD PID: 09057011A \ \�-66.53 LF OF 12" RCP @ 0.87% ,,o - kcc) RIM:548.00 12" INV. IN: 542.87 (CB - (23)) \� 15" INV. IN: 542.30 (CB - (490)) } 18" INV. OUT: 542.30 (CB - (25)) 1 " = 40' 4) 0 20 40 80 CREECH 0i ASSOCIATES 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creech-design.com THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. LandDesign. 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WVWV.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 `��ESIG'' N, �''/// ',;� -* . - C-0653 1. S EAL °;I. . 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IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIp IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �������ililillllllllll����11111111111111111���� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII (IIIIIIIIIIIIIIIIIIIIIIIIIIIIII ��IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII UI Project Number: 11 9 ....."026 Date: 01 /18/2020 STORMWATER PLAN C3-02