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HomeMy WebLinkAboutSW3230605_Plansheet - Grading/Drainage Plan_20240129 ov / C F / \ \ , �n / \ \ SHEETC4.4 73 0 0 If //// / // / //l J �` � \ \\ l � � \\ 1 \ \\ \ ♦ � En � �� V �l� \ 2G ono J / v �� V A A N U) -10 S ( / of / SHEET C4.3 ♦ � Q w _ � � d / �\ \ I \ ° — - �/ 1\ l � ^ I I — I �\ \ \ \ \ \ \ SHEETC4.1 ♦♦ w Qz — � / I \ \ ` 1 00 E0 � i1 - — ` f ) \ I l � ` \ \ I I 1 SHEETC4.2 < 00 0 L �7l O ( \ 16\ J 1 / — \ \ \ ( `e 00000000000 Bi L J 1 I / A / ��� oF✓ ` \per E�� \ \ \ VA\ \\\V A i A� / i / \\�\ \� \\ �Z a�AMERICAN 000 yam® \ \ ` \ `\\ KEY MAP e a ENGINEERING oo z °F \ ` \o I \ \ \ \\ \ \ \ — / / J / J /� 1� \ \ �� \ \ \\ e a ASSOCIATES oo o /� SOUTHEAST S O UTHEAS T\\aLEGEND o 0 tz a�Q ' r C3881 a � , 00 oQ �°F 00000000 OSIDEWALKS °sFF A °�` A A \° FLOODZONE AE \o per\\ \ A \ �O\ \ \ I Q/ / --. \ \ \ \ \\\ \\ \' V DI DROP INLET V V O� \ V A� \ V \ \ \ \ V A l / / ( \ A \ \ V \ 1 CB CATCH BASIN RCP REINFORCED CONCRETE PIPE /° 1L � � � — mot ��1111II1��/ O \ \ \ \ \ \ �` �tl / 1 \ \ \ — \ FES FLARED END SECTION \� C^ O \ \ \ 1 \ 1 \ \ ��01 I / ` \ \ \ \ ` \ SSRW SANITARY SEWER RIGHT OF WAY `�1` ,.r•c of �� \ \ \ \\ \\ ) 1 \ 1 _'C' ♦ �(\A F I \ \ ° \ �'9 O •� \ \ \ SDE STORM DRAIN EASEMENT / / a / / / O A V A \ \ V A V A �• � I V A \ �' �_ EX.CATCH BASIN&PIPE EX.STORM DRAIN&PIPE _ S�EA4 LoF 6230 IPROPERTY LINE v 0�0 _-_ I \ / \ \\ \ \ \ \ \ \ \ ADJACENT PROPERTY LINE SETBACK LINE (J / / I \ \ \ \ SS EX.GRAVITY SEWER F v v �° I A / l I I / / A / V A \ ,•� � ,�/`� / / o o � c J \ °�, I � \ � �V � � � V \ V I V A \ / � / I / V � UT UT EX.UNDERGROUND TELEPHONE LINE \ G EX.GAS LINE o I V EX.UNDERGROUND ELECTRIC LINES / / / / � \ OF A O I �0 1 I V / / I \ EX.OVERHEAD ELECTRIC � � o I V ( I/ 1 V / / / ! / A V �� A \ W W EX.WATER LINE / / / •/ � / - I v A I ) p v \\ (\ \°F \\� / I ( I / \ X X \ � \ _/\ FENCE W WATER LINE � GRAVITY SEW E R LINE&MANHOLE FIRE HYDRANT \ OF �op\ CATCH BASIN&PIPE 684 p, \ I � C/�. � / � � � \ ��`CA� I � I \ � --------- PROP.BMP ESMT V V A O� 1 ° oV \ I I ! // / r V I 1 \ V PROP.STORM ESMT L2-PE \ / \ \O r J Aa / \ \ V V A V V PROP.SSWR ESMT v-- PROP.WATER&IRRIGATION METER STREET LIGHT POLE / O\ J //`\ \ O� \ I/ I \\ V V 1 / I A \ \� �, STREAM BUFFER �/j / / �• ° \ A 0 1 \ \ l / CIS V A \ \ L �, V ^� �/ ? � TOWN OF WAXHAW LIMITS AREA TO BE EXCLUDED `, m I /• A O \ �' V '� EXISTING POND \Ito I I � � I V \ \ \V ® BMP EASEMENT AREA _ /r r/ Al / OF, / \ / \p� I 1 II I I \ v V I A V A\ \ \ ��_ V A UNDISTURBED/MITIGATION TREE SAVE AREA / \� 1 1 I S�\\�. o /��/�i%/////////r am///��/// / /�/%/�e/.�,���'/-/// r / .J 9� —9VQ_ _ • ` b/ i �� 1/\ I I 1 \ °I! I v If \ \ �A I\\ tI \` / r F p \3 \ lr I \I 1 �^ PUBLICLY�, _ AC CESSIBLE RECREATION SPACE ` OPEN SPACE • \ 01 RIP A OF �� STORM DRAINAGE EASEMENT 0 _ / A \ V A t -La Lu 682 / 6, 1 I -' \ Ion \ \ \\ \ \ �°\ � � \ I \ \ o ~ - - � / °\ \ \ I \ \ r/ r Do 4.5 d50=6"— — _ ( I I °F \ o\ \ \ �°\ \ \ \ \ \ \ \ \ \ \ � — \ � l J\ \ \ \ \ i I I ZI w 01 —B �vo I oN OF STIPULATION FOR REUSE—4 % A \ OF \ \I I ! \ 1 \ \ THIS DRAWING WAS PREPARED FOR USE It/ \ I \ l \ I ' I \ ` \ I ON THE SPECIFIC SITE, NAMED HEREON, F \ Ss SS ass — \ \ _ ( \ I 30l-3 I3O_1 \ ss ss� - \ \ �` J'I f` CONTEMPORANEOUSLY WITH ITS ISSUE \�FM— -gFM--FM——FM——FM--FM——FM——FM— FM——FM——FM——FM——FM——FM— / % \ O / ( 3O -- 0 30\ \ ` \ \� 30-- --30 ^3o__Io_-3o--30— ds �S' F �\ 1 - 3a-_ \- �_ � -� DATE AS LISTED, HEREON. AN IT S NOT \ � i l ` ( I � \ � 30--30--30-�3�-t3o�`30--�-`�30--30- 30--30�3o�-3b.--3o 30\-30- 30--30--3o r- LI E D I 19GL F SUITABLE FOR USE ON A DIFFERENT ,Q PROJECT SITE OR AT A LATER TIME. USE OF \° V S V \o o THIS DRAWING FOR REFERENCE OR EXAMPLE o Q AA F ( I A ( ) a ON ANOTHER PROJECT REQUIRES THE 5� SERVICES OF PROPERLY LICENSED 25' PERIMETER BUFFER — ,4UllALE f�4 ��C+�/•� ( / ( 1 ° 1 �o� \ �� ��\ \�/v\ r r L A v AND �- \T \ OF THIS DRAWLINGEFOR REREUSECTION a d � . - � O ) ANOTHER PROJECT IS NOT AUTHORIZED -- J / / 6 �� ° / / o / �� ) I I I 11 ! I /' V A S f AND MAY BE CONTRARY TO THE LAW. 6 v co F l --_� ' / ° / / v / o \% 'CLASS 1 RIPRAP AP Rd�I / \ ` \ � � _ �• 674.83 ,_ , ( F / / F � / / i La_ ' 1 ( J /•i`- \ - LP:672.37 ( -� W=18.5' \oF \ , (11 I / I 674 / 3Do=7.5 / s � r a 061 p r� �� x � \ \ lam\ � ( �� � \ \ \ O � o�\ 1 6n.33 i I I v I ) �( I i 1 x x V v 672.32 �S, �,1 � \per LP:666.23 \ \ e Q�L�\� * / SC 50 PERMANE T LIN of 5 —\b� I 1 I \ I ( Al, -DI \ \ ��� -r; 09 APPROVED E / \ � QJ 1 / �i Qh�' 2 , v ,1$� LP: PAD EL � Q D1-F 6 , , 0, O � \ r\ %% � 00 v V X O OCV MATCHLINE SEE SHEET C4.2 \\J \ \ I ` \ \ JOB NUMBER: C220016 CHECKED BY: BHE DRAWN BY: BHE \ \ DATE: 08-07-2023 N 13.5' 6' SHEETTITLE: o GRAPHIC SCALE 40 0 20 40 80 GRADING PLAN N o ( IN FEET) SWALE D4 SECTION 1 inch =40 ft. ; o ***3 Days Before Digging*** SHEET NO.: 0 U North Carolina 811 811 or 1-800-632-4949C4e 1 o Remote Ticket Entry http://nc8 I I.org/remoteticketentry.hnn LEGEND bnq °° M SIDEWALKS z En d N 0 FL°°DZONEAE MATCHLINE SEE SHEET C4.1 Q .- M DI DROP INLET \ L CB CATCH BASIN E 0 O O RCP REINFORCED CONCRETE PIPE U) ~ FES FLARED END SECTION ( / / _ /� \ 668.46 / -- SS it 1 OF \/ ♦ T Z3 SSRW SANITARY SEWER RIGHT OF WAY l I / \ / -CB / / / / \ / ( I \4 I O (n SDE STORM DRAIN EASEMENT J I I / \ r`3 m 1 \ l 6 I l �o 61° / / / . 66 \ l / �OF CZ) / � ai EX.CATCH BASIN&PIPE / ( ) / Q \ \ / - ,00 v V\ G_ I)EL. EX.STORM DRAIN&PIPE ( 670.08 / \ / / \`� / 1 \ / 0 > Xv v � v J / /, v 66, /y v / / bn Q PROPERTY LINE / / \ / \ \V�. �� 46- / ♦ , ♦ O ADJACENT PROPERTY LINE / I / / / �� \ \�. /' / PAD EL. cow / /�' % ( / \ >' •C � 1 / I / HP:669.23 \ V� / / 668.55 `O/ / A • 4 / \ 1 ° I ( ♦♦ U CN - - - - SETBACK LINE / \ \ Q o / / / .-- 66 \ / F\ O / / \ LP:667.46 L u s= N SS EX.GRAVITY SEWER / / / / / \ J �` 6 668.02 / 1 / \ +, j \/ \ \ / / ( O UT UT EX.UNDERGROUND TELEPHONE LINE / / / / I I / I`O 1 \ / - 4 \ -D y ° J/ -� \ \ / OF, I SHEET C4.1 ♦ D L U G EX.GAS LINE / / I A15-DI •, �.. PAD EL. HP:667.53 \ / ) ) \ ♦ j W Q Z / ` EX.UNDERGROUND ELECTRIC LINES / / / l ..\ \ 669.98 / - °�• / � 66. :_ \ 7- � ( / ( \OyI � p a? EX.OVERHEAD ELECTRIC / / I -/ / I \ J % / / %� �� \ ) I ♦ L U 0 W W EX.WATER LINE / 77 1 l / I LP:667.38 HP:669.73 \ ls'' / 4--- / / • fi62 / / / I / l 0 00 X X Ex.FENCE � � V � // V � ,Q� /V ����p-ti SAD EL. /- / A w _ A / / � Q ao U W WATER LINE / I \ / °° 667.78 i'' / \ -_ J GRAVITY SEWER LINE&MANHOLE / r o° j 5 666.8 11 - / \ • / 4 FIRE HYDRANT \ PAD EL ,A• I I ®►►®eeaeeA® A9-D 670.50 f 0tO ) / /HP:666.61 CATCH BASIN&PIPE / R / / A' `e 00000000000 PROP.BMP ESMT / / l / ^b• i \ \ ° S� C ✓ 48 / 'v ® C) � 00 --------- PROP.STORM ESMT / / / // // V A � PAD EL. / / / / / Z Q0 AMERICAN 0 a y � / � r o 0 • / r J \ r \ \\\ j' 80 / 66s.87 / \ / /j J \ _ J/ e m 8 ENGINEERING & _O PROP.SSWR ESMT / / J / „• 666.86 m PROP.WATER&IRRIGATION METER / / / / v I ( A4-CB I // , \ KEY MAP \ �, o� oa° � � / J � �o o° tz STREET LIGHT POLE / / \\ \� 671.EL • �. \ 65� A 65$\ r boo C-3881 00a � / ( \ \ / HP 665.37 ' o SOUTHEAST 0 � 02 STREAM BUFFER \ • :\ / �J �,, / j"9T ° ° 00000 °v l 49 /i J ( \ /O \ s°11'' 0 F A u'%%%'N`' TOWN OF WAXHAW LIMITS / �' n ''45 ° / 7 /S / 1 / V �° / ` �D EL. - o \ \ AREA TO BE EXCLUDED / / 1, PAD EL. x ° / F o F 7 / 665.62r / EXISTING POND ( , \ (- � \ ^ 670.31 / o �, / / J N �. -`656 TRANSMISSION TOWER \\ \o \ \ \ \ l ' 7 BMP EASEMENT AREA t \ V� PAD EL. _ �� �• ' / � // // , � 16-DI / \ \\ 671.13 � / \\ 1 � \ \ J \\ UNDISTURBED/MITIGATION TREE SAVE AREA / / �\ \ / J V / ° /° HP:663.37 - O A V A + + + + PUBLICLY ACCESSIBLE RECREATION SPACE50 / �, \ \ \ c' v i \ PAD EL. o o 44 \ \/ i\ / -9 -� ��640, F f \O \ \ _ ;2 SEAL :� =OPEN SPACE HP:670.88 \ \ J \0 , LP:668.32 Q o / °p 663.62 / a+ � _ _ PAD EL` / - \y \ \ ~ 5234 _ - STORM DRAINAGE EASEMENT / / ` 8 \\/ QOQ / ° \ 670.86 \ ( / \ 661.72 ° oia° ( / �- \ n - \ OF \ i �.•. ��u, 00 \ OF / 1 PAD EL. 669 o f s \ \ • Q / ° / / A -DI C7tNE ' 671.13 /• / \ /i / °la o HP:661.33 \ O \ \ OF /� • ..• '�v �� o E1•• ES I T i f v \\ O� Z�//1!! 25'PERIMETER BI�FFER / / / / �O // / / \\\ \\ - / \ 669.95 TW _ / PAD EL. / 1���9� / SC25A f�ERIV ANENT 1 1 v A C 661.58 LINER OR APPROV / / 666.27 BW / 661.50 r / / \ / HP:670.32 \ \ / / 43_ / / HP:664.31 \� G � / � a � � / � � /� � EQUAL As- �l / �. `\ � -PAD EL / /i V ►O �,1. / / / � `° .� -- o� �� ` o� / / 9 \ �/ S s \ 671.20 /670.24 TW� / /, 5 - / J \ \ PAD EL f '�° _ / PAD EL. / 6 SWALE N1 \ \ O / r' �� r \ HP:670.95 664.77 BW i/ // / HP:659.29/ / - + / 00 of\ y v / A18-DI / • / / 670.57 , X� / �� --664.56 alp ° ° e° '� - v v vo � / � / / v � ` s /' / �v v� �'• �yq. RE NG WALL G/ / o / /,-- <' / o �, 669.17 TW / 52' - 01, \ \ / � � `•-� / � / / � \ � � (°- j ��A \ 668.90 BW / Yi0 HER$ /� HP:662.03 PAD EL. !/ / A \ EP A \ F \ \ / / r '� J ) \ opt ` \ 9- 1 / HP:669.79 / / 659.54 P \ / � 42/ �v �' / ► A / \ 1 �° a�a,• 4 v / PAD'EL. \ // // J l C`,o ° / /_ - \ ` 6 "� OF \ \ \ °F 1 1 / / PAD EL. / ° / 6g \ g`/1.20 / / 35� y //� 67U.0 f /! / / \ \ HP:670.46 \ / PAD EL. - \ ° tG \\ // HP-657.21 / r O s / \ \ / 662.59 / L \ - / �\ `�30 \ \ 9� \\ \ � / / /, �/ \ \ /s / \ // / 9 \�\ 53f - / \ \ \ � ,�OF \ -PAD EL. _ O \ \ A � 64 J r vF \\/ ° / \ \ \ / / - \ /q - �57 50- / ! 1 ( ( v r 41 - / / �o-9 - = � / / �v LP:646.6s \ Z vv 0, � \ \� / ►O PAD EL. •• . V st F \ F _ 670.42 A - �► N -D \ -\� \'�\V l ° i l \ PAD EL. PAD PL. ` / o v 0 \ HP:669.91 r( L a N / / C t�� /_ \ \ \ ✓ F \~\ 670. 9 / / 1 _ _ c/ - 1 660.45 / °I°°° % - / \ 4 `� CLASS 1 RIPRAP-AP"\ W ( `� / I • v 4�� P a v �- 54 / / v �P \ l �� OFuw // \ '\ / -D B 2 CB \\ / O _ / i_ {��• / HP:657.76 PAD IL� \ Q ,` \ \ \ 1 ) La=16 of I I • <� ` / \\ ` ( LP:667.57 ° 667.62 /�O� - f \ / / \ // �/ _ d 0 ��655.46 \� / \ LP:641.908• ' (/� \ HP:669.94 V A / 40 / �/ I� / i A / // - � /r \ p ` - / - 1 / PAD EL. / / / /%3 3 �� 50=6 \ uj D EL. a /� 669.76 / / / / 1660� LP:656.59 ` \ 654.18 ° \ \ / HP:653.44 \\ 64 I / L of ` -Z 1 0 � PAD EL. / °� � \ _ 'kp� C,o FES , A 1 RIP PAP J \ in I / • \ 70.94 666s2 /- / / / / / 658.k2 / yb°° l / 55 / O \ ` / 640.87 \\,,e = w 666.35 / -` , i A - \ ° PAD EL. LP:643.24 CA J � �"fc E E U -` 39 d-r Do LL, B J ./ -666.27 / \ / / \ \ // /� 32 1 / / // / 643.24 64Q / ° a, �� ~ \ I 5 666.3s 66 HP:666.02 / 38 / - ' / ` '' p O � 0 P71 EL. e / % / -- yp / PAD EL. 6�6 j , B \ / \ \ 6�1.45 / o° ° .�� J PAD EL. / / /1656.18 665.2Cj Zr / - � / ° b• / / �O- I v ati (r, 14-DI n �? h t HP:665.02 Q y HP:671.20 y I \ \ \ ` t�, \ / r 650.65 I 8 �" 1 \ \ 6Z / �• \ o A 1 l ° ° ° / 37 \ HP:653.87 LP:650.65 .12 STIPULATION FOR REUSE �J 14, \ r LP:665.52 - ,° \ \ , PAD EL. \ 31 / A - r / / /\ - THIS DRAWING WAS PREPARED FOR USE // �V •�` / PA6EL. > / \` /� \ 1 �, \ / , ; 663.08 N� / / PAD EL. / \ v� 6 0 '� % / \ a' X - - \ \ 1 ON THE SPECIFIC SITE, NAMED HEREON, 7 / 61212 h / CONTEMPORANEOUSLY WITH ITS ISSUE 17 664 LP:652.39 -654.1Y / / \ I � � � / � ° !�• o � � HP:662.83 � / ��� ! � � \ � � 6 \ �1 DATE AS LISTED, HEREON. AND IT IS NOT \ / \ S SUITABLE FOR USE ON A DIFFERENT - ° ° ° / ty -.� � 0 30 / \ \ PROJECT SITE OR AT A LATER TIME. USE OF 10 / \\ , \ \ �q% ° 610 \ / 667.79 / \ 1 1 _ / 30" I \ N / J \ \ \1-RAD ELF \\ ( \ THIS DRAWING FOR REFERENCE OR EXAMPLE 1 / ` ( °° ° 18 ° x A28�C l • \ ,° - ( - \ / 652.12 �° 64g-�-j \ \ / r 02-F ON ANOTHER PROJECT REQUIRES THE ^� • 3 / - / / \ C -' q SERVICES OF PROPERLY LICENSED �0-1B 667.59 / PAD EL. x I Q � �- 651.11 m- 6� / ` � / ! ` � \ HP:648.92 /u� h -`Q- \ ARCHITECTS AND ENGINEERS. REPRODUCTION J�; / 667 /I / / ° 659.35 �� % J✓ T/ / ( 29 \ \ I \ HP:666.86 d / ,y 662.25 ° " oo - - \ \ OF THIS DRAWING FOR REUSE ON \ / -\ , �2 h � o � ,,., / / 3 � ANOTHER PROJECT IS NOT AUTHORIZED ( l M l \ 662.25 a \ 1' EL. \\ \\ / \ / AND MAY BE CONTRARY TO THE LAW. 667.19\` / / �^ / / 2 ° x / �' / 65N7, \\ \ / / - �2 - _■ ^ / r 19 ;�• 66 659.25 HP:651.72 \ \ \ / / / (�3�' `• PAD EL. / , �_ � A2 ° \ - 658.70 657.85 / 28 MS. \ IDLECREST Rp _ �� ? / 0sc A�1- \ s PAD EL.\ / H / \ a� W° r (PROP 51 PUBLIC R/W `b �', 654.77 \ //\ o� / \ 0 \PAD EL. I \ ) c� ` \ \ \ \ \ \ _ / / J • 6� Q G� r / 665.44 / °� �W � � ° ° \ L \ � � 6� 38 \ %% / PAD EL. / 8 �w w � - t � / /� /� J , �� \\ w m °° �� 27 HP:654.52 \ / �+' 1 16 A v P7�EL. V V `. / / HP:664s2 21 V 657.1 - r-1 `' / 00 PAD EL. / \ HP:671.87 / / L \ �� 672.23 \ / / � \/ // 664.13 �I ��� � �- _ _\ \ \ \ HP:6s6.93 //\ W ` � , .56 � � Al L 22 \ I I I \ eo \ / HP:663.88 / I I 23 I \ \ --PkD EL. J _ - _ - - \ \ I I / / / ; / �(�. EL. I I PAD EL.�j I 24 \) / I 25 \ / 659.19 _ PAD EL. �� 6 _ IL�� J t� 662.24 I '��' I ', PAD EL. \ HP:658.94 CID �� i / LP:662s3 / / A36-DI `O� // I�'v 661.22 \\ �I'�8 .29 \'' - co / HP:661.99 I' ,� • - � • $�A' - - � - / / !I !I I \i I HP:660.04 \� 60 \ � 1'".�Q ►'�i 41 ---------- l I 15„Np ,• 13MP#1 �� •�---�� A38-DI I \ .• \ \ SEE SHEET C5.8 \ ° ° - \ 15 FiDPE_ I �o I \I \ 5a •' \ ��O / N LP:661.01 - - -1,�'HpP c�Oo I A3 , ' -FES 3 ) 6��'1 / _ �J 600 -628 32 _ JOB NUMBER: C220016 670 • - -• - 2 �✓� \ \ / a/ > > 634 \ ( ° �� - CHECKED BY: BHE \ � � � _ l ,` � I= -•� - � � - - - - J � J \\ % 636LP:658.26 DRAWN BY: BHE l \ \ ) / ° �� / / 640 / DATE: 08-07-2023 13.5' 6' ( - - / / / G1-OCS Y I ( �' / / ✓ , SHEETTITLE: 640 r ° �-- - �-�-- = - GRADING PLAN 6.5:1 3:1 GRAPHIC SCALE ( Y� - -( 40 0 20 40 so S l /� / / / / ° / / ' / / / , / CLASS RIPRAP APRON ! / / > TOWN OFWAXHAW( � ' � 66 / / / , / / � � ' - � �La=20' �y r LIMITS� / ( LINE/ 3'PERIMETER/BdFFER W'= -3- SWALE N1 & 01 ( ET J3Do=9 i *'**3Days Before Digging SHEET NO.:SC250 PERMANENT LI ER d5V-7i North Carolina 811 N OR APPROVED EQU ( \ - I / I / / ` / - - / / / 811 or 1-800-632-4949 C41 N \ / Remote Ticket Entry http://nc8I I.org/remoteticketentry.hnn Z Q co °° d N MATCHLINE SEE SHEET C4.4 Q En M ti - a) co `7-77 LOfi#31 0 / / b F- �f 6 1 / I 620.63 TW - 1 i 2 I f / Lr, ss - '1 ✓ / PAD E� 9 I \ 3 / i 61, I �/l �6 \ \\ \ \\ \ I \ \ / a) ` I / 3� I o � - - ' // / / ✓ I / / s / / I / / 617.91 BW I / / ) \ 62d09 ss/ --- W `� - _ ��° y � o �/ / ° ° m 6 / /'',, = ♦ I I l I 1 \ \ I � � li ' u� m - ' ` 611.83 o 0 t` ♦ B3 I \ \ \ \ / / ` / (0 HP:619.84 � ° �4 � 94( // 1! 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II N � `I I I � � II / �/ ✓ �/ / \ \ p °� 616.59 r S \ ,� � \ - B7- / � l \ \ / / / �)� 1 L o � ) f \ \ 1 I \ \ \ �I BU R I I �I / / LP:630.12 �° 3 93 I PAD EL-- HP: I I I \ \\ p� / E cc:)) 624.61 I \ 1 / 613.83 \ ` o / V A A N/f\ \ \ \ V I \� �' I / II \ / A 1, / / 80 I B -D . 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I I I \ I \ I I I I I I 618.43 BW I 1I I 617.47 / 16-JB / �` �ss 9.83I (� I \ �- \ \ I I -.l r ^e ° B12-CB � �-"` ° ° � / r • �° W=11.25 \ � I3Do=3J5' e \ I � K2-END I �� C � 1• l I ° ° o M° M / P / / / 1 R - Wo j d50=6 / / �V-in - G \l�� B °N'° ° ai ��� M Affm9YC A&YNPRfSSLEY \ 3 `1 '� ° TRUSXfE \ \ I 1 - - - M M M° nn M' Cn M M M of - / co'y r 1 / Ln Ln r 0 /N.•0508IN41 ` o 1 J 1 j I 633.91RSr � CpTHERINE ST - ti ° / D 0148PG0 77 \� � \ � / - �PROP 51 PUBLIC RJW ti ' � \ PC\'PG46--47 \ 1 \ - l 1 I I I / I �+ 6z6.66 �� E2-HW 48 \ \ I 1VA \ 1 / 63 7% I / 6ga �''�' ,� \ ��`b 615.39 ' I I � • HP:637.98 / � ° � ° ° A, a- 7 / o `�''° / I� P � I I � A ( ,� \ f CLASS 1 RIPgP APRON c l I J I La=2§� - ° HP:618.86 56 I � aM�30' e r 7 lI'I PAD EL. 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PAD EL. 31.1� I 62 .9 I'� I', /� I / � � � �.� � La 22 / °�/ � - 637.47 HP 634 84 HP:633.04 \ I' I - - / -- J_ / c - .5' / p 633.29 1 I �- ( / Irl I � )25 PERIMETER I LP: °� l HP:630.86 HP:628.72 X.30 S Eft I J I' � I I / - o • � / \ r BUFFER m \ �� 1�.0 B DI 639.23 < I I I /�� I / I --/- - G� ° I I `° m 3Do=10.5' ( j - � C� _ I I \ y ~ I1 I \ \ N I I _ I / / I"` ,�` / o i I a j G2-FES 42 d50=8.4" / °� o / \ T �\ � / • � 640 \ I ; I I r° J � I I __-� I � I' s .., � ��- - �- - - - J / B7.0'-DI d �1- / - I I / C I / e.� ,� y// Ir a. J ��, � -1/ /6 z �/ HP:637.02 o I I \ I I �--- _ a 1 STIPULATION FOR REUSE \ oI J` I 4 - ,_ '- _ - �/�S / THIS DRAWING WAS PREPARED FOR USE 605.84 BW / I I /I \ E -DI /o CO THE SPECIFIC SITE, NAMED HEREON, _ > CONTEMPORANEOUSLY WITH ITS ISSUE / I / / r DATE AS LISTED, HEREON. AND IT IS NOT BRE T�4LAN3lEEEY\ / J �/ JJ 1 \ 42 LP:629.44 / / / -6 J6/ / / I I I //I / / I _ /1 SWALE K]o�/ �° J SUITABLE FOR USE ON A DIFFERENT P/N 05087042 ` DB6591PG535 \ I/ - //I �650� 1 !� 6 • • a# -- 612.64TW I / o� \ / • • ) /� 612; 607.55 BW \ f / 'r _ • 3 a // / \ / PROJECT SITE OR AT A LATER TIME. USE OF / 638 / I / / 624.65 ( T I I / L I / /I - o� 6- c� �/ THIS DRAWING FOR REFERENCE OR EXAMPLE PC7PG46-47 \ �m � � � o \ LOT#18 / / ,� _ ` ° J I J� 4 LP:627.18 / l r / rL / - \ / ON ANOTHER PROJECT REQUIRES THE 1 \ i / / 611.35TW / / I / - °�'� 01*,/ / SERVICES OF PROPERLY LICENSED 608.48 BW,- I I I / \ ` / / / ARCHITECTS AND ENGINEERS. REPRODUCTION /I / G� / ti � • ° ( � - / 1 - �/ OF THIS DRAWING FOR REUSE ON r J i 1 \ / / I r,1 /,j TAINI LL% /� 7 �I _ o \ /o�1� ,� IDSo / J 631.44 // 632.21 \ / O 1 \ / I I I I ER ) / 1 / I �/ / / r J \ \ \ \\ / ANOTHER PROJECT IS NOT AUTHORIZED o �/ AND MAYBE CONTRARY TO THE LAW. / 6zo.zs ( I /o 630� /� • O • C / 13.5' 6' //LEG ND/ I/' �/ / o'ro / / gL - �° - 'j� 1 �(I / / �l / I / I 1� �\ I I I ))/ �� ) �/ �� / �' °� 0-, I / °�/ // / / / 00 J < ° SIDEWALIGp'� r- \ / - SS O S I I �. \ I I . / /I / I / / (r FL00 ZONEAE /y / •/ �^ / I I / �'y1.� I I 11 III ��� > I �/ -- / / /°�� 1 ° A V /I/ �/ DI DROP INLET -� / / 1 / I / / I �Oti� r �� I I I \ I II �� ( 0 I / �� � L\ CB CATCH BASIN u r+� l 7 � rl RCP REINFORCED CONCRETE PIPE �' / z 00 FES FLARED END SECTION I I I I I /I I r \ I J/ I I I II I / / / / (�] SSRW SANITARY SEWER RIGHT OF WAY ( /� I / I I I I ( / / / / o /OF / / / / / / / V SWALE K1 & END SDE STORM DRAIN EASEMENT I \ \ I I \I lid. ` I I 1 I` OF WAXHAW PKWY EX.CATCH BASIN&PIPE I 624\9 I I . XC I �/ \ I\ r ` r / / / °�/ O �/ 1 ° I // l/ /// / / ' ►�\ EX.STORM DRAIN&PIPE I \I P I I I I I I I J \\\I I \ I I /I !, `I I �I_:�I\ I I ` �t ) J 1 ` I ( / �F,// / ' / ° SECTION PROPERTY LINE 1 I ` ��� 1 // ADJACENT PROPERTY LINE I II \ I I I \\ // I J I I / �I I I \ 41I / I I / �/ / / �• - 1 \ \ I-., 1 _/ / /r SETBACK LINE I .� ° / I I( �yp� I/ I / l / / / SS EX.GRAVITY SEWER I \ \I A \ ° / ri i �J / I/ / /� V I / I ( / /0 0 ( / / / A O� �� °�� V ' / / /) UT UT EX.UNDERGROUND TELEPHONE LINE E \ \ I\ ! / / / I ` 1 / I / / / / G EX.GAS LINE / O EX.UNDERGROUND ELECTRIC LINES �\\I6� `I I I I �I \ / / I 0 \ 1 \ ` �/1 /0- fI I / / / Imo„ / a I / ,/ / �/ O EX.OVERHEAD ELECTRIC �\ \��\ MCP 6 6 ` Z I/ J i �� 1\ // / / ° / ° / I - \ / 1 I I ( (7 < ^ V WW EX.WATER LINE \ 1 I61 _i \ l y I // / (°Q, / OF, �O/ 1 / 1\ I �> N 3 X X EX.FENCE I \ W WATER LINE / / N I 00 GRAVITY SEWER LINE&MANHOLE -�(y//o / l l /°/ l !/ �. II J / FIRE HYDRANT \I 3 1 / G ° J J // m \' CATCH BASIN&PIPE I I _I - 22 I /I/ // // // / / / 6�1 • \ \ \\ / l I I I 1 JOB NUMBER: C220016 \ I - I ( l �p�� / ° \ GRAPHIC�SCAILE (/ CHECKED BY: BHE PROP.BMP ESMT V I / /� "� l /l / / / \ I --- --- PROP.STORM ESMT I \ 624.18 - I�I l / / � / / / / / \ \ 40\ \ - 0 20/ 40 / 8(i �\ V / / // "/° °v / /°� / ( ( / / A DRAWN BY: BHE V ♦' PROP.SSWR ESMT o PROP.WATER&IRRIGATION METER I I \ /I -I 62�- - f- -- \ ( l / /�� y /O� // l I l �� / / �7 \`� _ _ a m l I I /j �I \ / / °� J J���� J ( J \ DATE: 08 07 2023 SHEETC4.1 �♦ I 1 \ �-- / I 1 / o� / I % /o� / ( 0�' / 1 / /61Q / / ' / v V A\ / IN FEET STREET LIGHT POLE ,\ ) SHEET TITLE: v ------ STREAM BUFFER �`1`� pp��55 I\ /I ^ L - / \ / / / I °F,/ / / ioF,// / / , • �, \ 1 inch -40 ft. TOWN OF WAXHAW LIMITS / AREA TO BE EXCLUDED �O�E I VI�\ /� // /l / -� y / �/ / OF• /I // / Q• I\ GRADING PLAN EXISTING POND �A �I / �/ /°Q, o I I 633.35 631 - o C BMP EASEMENT AREA 1 /I- - \ °�� / / / / / / / / / • I \ ti UNDISTURBED/MITIGATION TREE SAVE AREA 1 °F, N + + + + PUBLICLY ACCESSIBLE RECREATION SPACE /I/ f 636>/ /61 ( ( ( /// ly l MAT HL NE SEE SHEET C . / / \ \ 1 ***3 Days Before Digging*** SHEET NO.: I \ a \ 1 u I OPEN / / / \ / / C S S C / / / I North Carolina811 N / o� / / / / c // / / \ 811 or1-800-632-4949 C43 o �� J� /� Ew ��� ��� STORM DRAINAGE EASEMENT °� \ °�� / / http://nC81 1 O�g/CemOtOt cke entry.htm