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HomeMy WebLinkAboutNCC232009_Site Plan or Location Map_20230707 / VJ / EMI.UKIVEWAI' ' I V 563.96 IN- / \.-\e, \ MANAGEMENT STRATEGIES 4 S /C• I .�� .a c \ NC GROUND COVER REQUIREMENTS s,/ AS ___ / V' �\\ Dn5R E Fir,a i-'0': i l\ CONSTRUCTION SHOULD BE SEQUENCED SO THAT GRADING OPERATION CAN THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE No GREATER THAN THE ANGLE THAT '�/ . / / \. STAIR/ELEV \` 4 'REC p/ 1`. '. S•`LL KEEP INS ION A �I� BEGIN AND END AS QUICKLY AS POSSIBLE o '. /' 1\ � .. ' a' \ �\• r1�'�'�1'�� V CAN BE RETAINED BY VEGETATIVE COVER OR BY ADEQUATE EROSION-CONTROL DEVIc6s OR � I , I �. / ��RY 1�F RECORD •• • i D• +o^ WATER GENE L PE IT N \pOR N SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED M I FIRST STEP CAN BE RET.N ANY EVENT.SLOPES LEFT EXPOSED QUA, ERO J OR a CALENDAR oars h \ . �572/ A\��fi \�,,, ^ \ Exlsnrvc 1! F MONITO•NG •. ••1• •• 1 1 '•B ACTIVITIES S. 11 4.1 N GRADING AND SHALL BE SEEDED AND MULCHED IMMEDIATELY FOLLOWING of COMPLETION of ANY PHASE of GRADING,BE PLANTED OR oTHERTnsE PROVIDED WTH 4 . TING7 .h n mrvc s \ as'IN •TEMPORARY SEEDING OR OTHER STABILIZATION SHALL FOLLOW IMMEDIATELY TEMPORARY GROUND COVER.DEWc6s OR STRUCTURES SUFFICIENT To RESTRAIN ERoslorv. ♦/ NV.,5n.oz h \ „�\ HOT \ C, 1 1150, jms / / / Ia BAREAS WHICH ARE NOT TO BE DISTURBED SHALL BE CLEARLY MARKED BY FLAGS SGNS EfG. PERMaNENT c6ourvocovER vUu BE vso\nREo FOR au o1sTURaeO aREas WTwN a wo.¢IywG / /\ ( - \ �/ c \\x \ OUPRD HOUSE`v\ \\ US HWY 64 PERMANENT STABILIZATION /�/ •� // / // - \ go, I Ai 1 `\�`\ �\ \ \\ �,� q5?• \ [\.a,T F14.6 \� AL AREAS DISTURBED BY CONSTRUCTION WILL BE STABILIZED WITH PERMANENT SEEDING UUUUUEXISTINc 4/ 5 N / / 515 /i per. \„.51 I \a, \ 5jr-5>p \ (<C� '0[[ N \ `\ �/' \ z MANIHARY SEWER , IMMEDIATELY FOLLOWING FINISH GRADING.SEEDING WILL BE DONE IN ACCORDANCE WITH roP:s7s.3a \�0 / °: / / \ " , 0 i' \ eN (\ ` 1n fn THE SEEDING SPECIFICATIONS. INV.:s6a.5e ,��0��VAGl /- / f �' A ExlsTwc / / 1-' v y10 �- - v _ A °F VA��4 w w rvv:�� uT ��„�lQ / \ SF... / �,cE l ` \ \ 4� Sj• MAINTENANCE '(� Fu' / / µ / / \ vauLrs VWv.f \\ - _ S/ •b _ �R�' g/ os 50 / 0'' /Dasr / ExImNG , ry , it STING _�`_ . \\ �/ EXISTING ! z 5\ •;� \� O S\O �:sJz.es Ern.. \ cva' I y \a , ♦s.., / -\ \ I\ `. GRASS SOD O m EA IN GENERAL,ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED WEEKLY / •(N e oN' / t"`` �'Wv` < CJ AND AFTER EACH SIGNIFICANT RAINFALL.THE FOLLOWING ITEMS WILL BE CHECKED IN 0 \N / ' e W`\ `\`\ N,p g' -..--� n -=`\ 3 -577-'-: __ ' P.,f-A 55 A'' 3' _ EXITING I / \,` o\ $ \\�\\ 1 \ w E.STIR ST. ':'/4 1 \ ¢ /55 ' THE GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP g/ - / / 1 1 - J \ A SITE WHICH WILL PREVENT DRAINAGE.IF THE GRAVEL IS CLOGGED WITH SILT, o/ / _ / h /5 ,' $>2-\ \ u�Die "^' `\ "\rn, o,� �68.�\ \\\\\\\ \`� -�i - IT WILL BE REMOVED AND CLEANED OR REPLACED. ,� , / / / I 1 I IT ss9.9a1 IN / `g\ / THE SILT FENCE BARRIER WILL BE CHECKED REGULARLY FOR UNDERMINING 4/ / _�`_ _• /./ / , , EXISnrvG PROCESS I wv.:1559.6p our I \ \\\9 w / \\\\\\\\ \� / EXIST.DRIVEWAY , gEwER I / ' EXISTING \\ \ O S�. AND REPAIRED AS NEEDED. � s "y16 / ' / mANHHOL I / I 1 A DRAINAGE V A �� . G\\ 7 ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD O/I/ / / / TOP:5�3.70 \ / / 1 \ \ / V' HaLE /Dpy�NG /'/ \\ \ \\\ `� E,��� 51.' - /51 I / / / a: SsasJ I / / , `\.\/ :@\ t"'ov:ss ' 1' \ \\\\\\\ \\\ 611°11/IAI'°2 z STAND IS MAINTAINED.AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEE / / / ``\ 1 • / / Ay 1 \ / '\ M INV.:$5 01 IN HD ASPHALT ;+ `�?\\ \\\\ \ /= 7 ', / OO \ INV/556.82 OUT _578---/ @�� 7 NE,v k'corvc.sI�wALK I / I r , /4 `vv /' o• d��� VO \�VA V AA \�� a SANITARY SEWER O g § / %% /I I / ��`... : /\ ' ,0.. vPJ�'P \\\ \\\\� \Q MANHOLE ❑ / \ EXISTING I� I cRrs soD / ) I f qj p• ` `\!/' y. \\\\\ \ s/ / /'j _ 'Nm s75ro ,14,0444•14 , E%ImG l / / , /' I I 559\ ,\W \ CPP \\ \ \\\ 1 TOP:580.08 �/ / --I �\ - -� �Y o of 18"RCP / N ER \ n/ 51 / \ :. / / 1 I I ELEC 4 \ \�\ FSFf'O \\` \ a 1 ' ®2x s bPE 5 / ELEC. \ N J` INV.: 575.561N N , 4/ ' lJ� " �, \ \ / // EXISDNG 1 Exlsnruc = / PANEL W` ,�°° a . \ \ NE \ \ , 'Of INV.: 574.07 IN W /_,,>/ '�5� .c c(p B4sN \ I ,- GRAss soDl I METAL STEPS \ \�\ n. \� - / PAINTED C OS\S..A.,4 %)STING A,, PLATFORM r ' ING LOT 5 INV.: 574.14 IN S / '_/5 H -\3 •\�� _42:• a•' roP JB65 g\ I / I / I e " \`\\ `W\ '\ - \ \\ \\\\ o z "9G�, INV.: 573.360UT ./s '; B j '�k`wiM 57s0°.3/ ® INV.§73.9$OUi " IeFxvlmNb ! / / • 'UBE7a.1� `' \\ \ '/ w 0.. : -- - ° \ .• LOT g7a.aJ / EXlS ��11,, A LOCATION MAP LATITUDE: 35731 ,LONGITUDE: -79449° N.T.S. fX \\/ \ zg / r / / / 56 \\ \ \' / / - \ \ \ \ \\\ \\\\\\\ \`�y \ EXISTING\ / / / 408' W \/ o EXISTING 1 \ �� 0 F/ A anco 65 / F. 0 i TIN41 MPORAR'Y CONSTRUCTION ENTCE / / /% \ I • ,a HD ASPHALT `., z Mai �n \ ��, � ' 562'' - -' \ +�a r•�•' I I ( /A, / / / I I ,I I V \\ \wZ\ �� \\\PANEL\\ ♦` `\ 00 O W q� ' ' / _ I \ * e�� E%I T.E.OIG. I I / / / \t\ \\\\\\\ J ( P ORMEPS I i I W \\ r\\/ x--4--g _ y' '' / /\\ Ex 4Nc 1 17� l �Exlrnrvc / k'F• \ `� s z x a,d' SANITARY SEWER -580- / ��' / ''''Sg3 5/ o G. soD\ g EXIST.CRavELy:- Exlrnrvc I I I /�/ / / / /� I^\ \ �m \ ¢ Z / ' / \ \ a, 'B 1,2s DRIVE I 1 1 I 2. / / cPAss sor, / 'oa ` ei. \\ \\\ W 55 '' � I ,R, ` yam VA VA 1 io`� MANHOLE ," _'��/ :52' / \ I o s \ / / 1D 11 Iay1 / l / I `\ 1 \ J/ N LI. ``\11 Mn,\\ _-- �1\ \ \�\\ `� cD mmIn TOP:579.74 /- % 5ti' l\ o/ - • \ I l I I l /I r \ I \ 470'/ , / 105B6-r \ \°' \q \ ',, %\\\\\ \ \� OR,INV. 573.70INW vv, 'z- '6 \ \ o °' \ I EX)ST.E.O. / Viai. // // / / /-' 1 \\ \` ✓\I \ 1 _ -/ -// II 565.50. \1,4, `,\\, 4 \,\ ��� 5 1 \\\ \\�\\ sINV.: 575.68/INN �y'\ TEMPbRAm \gh T5 �+ \ / I 1 I I //// //,' \ \ xISTINc 1 EisTl� __ EXISTINGINV.: - 1 1 `\ �565' DRAINAGE \ \\\ \\\\ t / /''// /' i '/� -_ / \ l I /// // \\ \\\ /' ( r' ,� 565.52 a e, \ MANHOLE \\\\\\\ \ c,:.., lizta '/ / NEw CO,.ce: / \ ` 4 / I,/,////'' _ -- _�. \ \\I\ \- `� \ TOP:564.79 v \ \\\ \\\\ z\ /�'' � -687 LLL I \ I- / l //// // - \ \\ \\\A a' 4- '`', Nv ssfiaary \ \ z`� / 550//',%/ / %� 0 7k, 1 / \ 1 / ,/2,/4/// \ \\\\ 11 / I/ // I ,, 27.6. 1°\1� \ w Irvv..sss.ae our , o \ \\\\\\\\\\\ ?s\ / a 1 / / // / I 565.57 ioa s6s iT 1 ��,n `� q Exlrnrvc_ o> '.\ \ \\\ \ �` '-/ 2s•DR I^ o •a \/ //J/ ' ' /' /,klsT c waccEssABLE u.'sie� \ \ \ \\\ / `/s-_' _ <' /'� �" ` \,I / "�/ \ �I EXISTING \I� ° � rvrcs �� �\ / _ y I -/ TEMPOPY / / \. \ . '� e E%ISM I�G xrA \ \\ `, i _/ ^ '/ i' /O /SEDIMENT FENCE ///E I // \\ '`''/:// PA -IWWPT BDLDNG 1 'A / ` • \JU��I\FERS qL�\\ `,n 5�/ -� '�' /_.„--,.....----_---___-_0-,' JTE \ PROTECn i` Il l �// 1IaR�E565.65J O r \ro \ \ I° \ \\\\\\\\\aIN I \ �/ // / 6, \ `� \ / i�i'_i_ I ®1 `� / i /O / I l l l l / ` qqq EXISTING \ 1 / \e \ \\\ \\ `1\ _ / PARCEL ID:0016852 EXISTING SEWER ` ?� HD ASPHALT _\ \\ \\\\\\ / - - _ ' \ � .N1 _".. I OR C /�l l / PIN.8762-19-61-8014 �'Wy� MANHOLE ',V'`, A - �V ''�� \ V A V A \ �� ''qq 9-- i \ lI UMIT 0 DSTUR / - \l ir/ / ' '' �' \ E%IST.ASPHALT \ � E�ry , \ ` `� .. I�1 I I 1/ 11 TOP 56 9 \1W\ \\ O• \ \\\\\\\u\- I „ENTgsp ASS `,_ / I I I I MOUNTAIRE FARMS INC. .I.\ /G - l I I I 1 1 /I gE,AERIAL INV-55823 OUT �� \ VAA// /� ;. D WME `�� O DB 1930 PG 883 I I / IPiPEg \`, \ \/'.. 58 / // / \ 4G'/ INsD •e hI�/n m \ I I N 'W`1 \ Fx.ucxr., \\\\\ \\\\ / I �I EXIST INV. 553,a a� ‘‘‘ a , ,v v v vy5'I• /- ; �_ III 55p / ;i n /..... , �; a• ,� f, 1 � Iy ) II IG A1S SOD I I ING 4'h ' k `\ \ \ \ ``G // Os T•• PROT '! Ik/VIv7 ) 1 f / ` \\\ \\_,r '�' /° 5i/ ' /� ,AI \ s[..."• ,fE6.t nl,ol,c,1<I III , O ;O°.88 `"�4-���9 \` \ • -• - \ C ♦ \\ \\\ \p,\\ ��gg '� 1 1� I I EXI SI'TING �I,/ ,j ;;' 564.93m 7 W ,� ./ \\\ \ \ < > ,E, .DRAY 556/P / A6 Nf �r.0 AV NEW SOD s..- 4. '. ' .• m N' Ili II Gill 512 EXISTj NG VV It 1 .� a ''v w If s \VA AA\NV A �� \./1 ¢i 90 �1I�1�,.`� F rvEw D•. • \`\�`\ T ♦� \ \\ \ \ y;-'� h / 1.- \ 25' GRABB, .e 1 I I LIMN OF DISTURBANCE • '@\ "7y� v /�/ 5 :�� vT uD Exls-AspwaT RM ove c8n E �� FEB TANK �/ 95 '. giv ♦v T` V AVA AA>\VAA �.A e'/ L / vY A-®� 1 I A I F.F.E. 67.75 �' r :_.,;_hi:_:66,:c.,6_5605:5_7:567,:::: ,� V AA \. � L1 5�6� 2. \/1 I4i PIPPO \ . I _e�,l : •..• NE , VII1 NEWce - I 1 �tr' g -a akss-ss g ia1�, \,'; _EXISTING �'' A 7• .. / \\\\J\\\\/.J' /^� '' mrn V % l� "C...., I;/.�� //.. zs",RIVE o. , R HIsb9I SIDEWAI-I(G /• CpJ d A •R �a--1Fti-ss____A\=g. a salr SM.% lt• ; -- \; \\ \\\\ \\ `� Q��qq 1 , f �00:,-`, °a II 9/9 ro �(^' /IJ _ i //// e I 1 \ I 7 W`, EX 4" HOLE ; '' -- \ \h ,%� �/ A. // / , , c'+ , I w I 1I1 \ / V4. / .r , ° aV PVC $ TOP5556824•W�� 1 \\\ \\\\ I/I. \ \... I / 'v/ •?;J - E / � ({ 1 1. •mil 49 IEMP \ \ / a r ' \;`` 4A ��� \ \ `\\\\\^t. ( / \ I /. R � ac / Y ', '� oEOIMFENFE\ \\ \ /' rj // t f • . r - 11� `a�` v.:ssz.ofi our \ 1�� \ �,\ \ \� �I / 1 ,ayp �� � I \ \ \\\\ \ ,EXIST.RIP-RAP A�' ! 1,1 .RE-usE HYD°, ° °d - �/ `\ q N ♦. �\ \Yp \ \\ \Q L11 I \\ \\ A�'' / F ,' 'PANTED ROSS IA 1'j -25'DR NE \\ \\\ I TO BE REMOVED 44, ,.'.�I . .� I I N 'IJ\�♦� i ` \`Ts\\ \\\\ 9 - --- EXIST.ASPHALT %YY"' �^ -� \ o�- \ � d `\ W \\ )III /F' r� \\- / / ° ELEC. I o EXIST RA --�MF-INLTf'PR,WIRER_ \ {I - _ °d -- \ ��,�%'�\ \ \\\\ \\, 11 I / 1 --- . TA 4t / s0a-- - ` \xls\E.o.a ; ♦ ♦\\�- _ / � �.i`•. ; °I° .1° '` \ \ \\\\ \,1 1 / 9 PANEL N \ Y ET' NEw 1 / I 1 _A., 1 �>°/��; FHAcr T; . , \ �:.. \\\ 6>7, �;. - �(� L;;, • I� v /. Isrwc ° a a !ND \ I,'s \ \\\\ \\�\\° ° ° / \'s\ EXISTING \ ♦`\ / � � - �1°"SWDOE TRPII£R5a_A 1 II1 / 590.57 , P / 1 \ \ p ° AspNur \\ cs i A �- 4 _� ��vv �� - �, ,1J1 LI. ° cDNe PAD -- I, yV , v �7,�Y'�� Q vVAAv,,11\\\\ \ 1 / EXISTING ni. % \ a ♦Z":`- \ \\ \\\ ¢J l 11II 1 , _. ! / A / A v I ;lit 1 °�//' v AofpPV Nolerw: I /EXISTING DRAINAGE I \ \ 590.61 �t • , �> ��� ( / �� �'� SE ®-7 - IF, I - s�I r.,Nc�'nssa. ° �{ A�\ �: �� .��VA'''` A A �� z 1 STORV /_A'.� VA AAAII �1 \ WELLNESS CTR. v j i1. ,� \� � vEL 1 1 A RFj j I_ev,;'�.):7:4% � �� �/�/�i;;C'M"..: '0 wc/I j ��� � � a MANHOLE \vA u V \ o �,�I �/ �� I TOP:5638a Ii m\\ 1 �'�� ` \ \\\\ \\\\\\ `4 p 6 i�M 1.' o� v�vvIv 5so.57 �T / � :/ .,�0�rj1 �,,.;, iz��/, I I ;,:� m ' \ / " `/ /�/� ia� /� .,, � ss>aa IN \`v a EXISTING s, ,p v E GA v v v` 0 / a o T° \ •�' /i / //�� ', q\'a\ DRurvacE \ ♦ �� au `LcA wI ig / 0 ' s/�,� /i ? / •; ® brTnfa'.' III \ t \\ \ \ \\ ` �(V a 11\ / / t --' u / �S \ D/�% � !y' �/ ! =, III' \*\ MANHOLE ,,t \\ \ \ ,t\ �I W o rn y g'I T 1 / GRIP55 SOD a - > 1. > >,1,,! ` // \1 / 111E.11 ° \\ \ 9. w\ 1111 � '� �00. 1 \s'r �� // /: , 6_ IaI `g\`/1 s.. \ -.✓ ,E. • a \ \ CONCRETE RENOVATION SCOPE N TOP:862.97 \ \\ 1111\ 10 / / G s III / l .-ate ExKW / j l�� �j/ � '\ \\ I l • NO NEW IMPERVIOUS SURFACE •___ INV.:554 o4 IN \�'♦J ' \\ \ \ �� •�I W 2,W'� ,JIIM 11111 \ �• / aF 2, QS Obi 111I III, �ISTING - / / ' rT , 50,--I,Ytl ) `C '`- f III _� D 1\�NV.:55103 OUT '7{y�; \\\ OC °'S1 1111 / r GRASS OD . L l / / l �):` / / �l N ,♦' / \ \-\ / 'ti 0 0 0,--® y / flpl \� �" R•�I ss�§fie" ,*/ / // t PE Ex.Im.• IybLE --' \� ♦7" \ X� \\ EXISTING 1 \{I1>' / °' '4 / / / ry /' �� .�I I�B,"3LL J9!`\ Ew coAc. \ , , , I 1 Y I- �.- _ � \ \�,s `\'T%( \ \\\ \ GRASS soD a o p,[4,C I `lk II)III / / I `os vJ- ,/d / _ /�'. I DEw LK1 - ,7� ---- \ /• r , I - (I jx \ \ �.'s `tea°+,:i5\ \\\\\\\\ \\ % ',�cCm z )IIIII I / dy i 3 // / ! "P - -i yL, -" .,;_ �� � ,, a \\ - \ ,. l \ \ \\\ \\\ % 1`zNx� 'b �F,� �,, ..-'''Ass.,*' �'/ 1P�N./ / I ,,,,Lom7Fn FED wATBTr� "'■SIC ,56 III ',a1 ♦'.% ' I' r !:`• - Q %/./, R9S DD I IW;A . EAI TING \\ \ W a wl yiii i ✓ \ / i a a \ _ W Ga�s sDD �R �. 6 O � //� ,��� , �� __ - �, �' !'� _ O W /III// / _- E%SANG // "1 / // / --_ I 1 _ PAVER \ ( gxN;T,GRAVE7. ?:5I7s sJ 1� - ;0'+DED Iao"TER L� i ICE - / IIIII9 x�a' \ ` ,a'� \-' ' `�,, \\\\\`$>�' / "aT r^ c2 ��- \1 I I TEMP. /�;�,/�� 9N a -I. I-_. �i - ;I I;1 N.1,I', �8 \ \\ 1 2 .33 / "1 11��I, I c- 5 / /// !�/ HXlsrwc \ \\ \ /�Q•\, wA / \-__- \ ( ' \ \ "NEW PSPHAL / �� tA+,a1� \ I, , 682"�/// / \ \ '�• I IA /25'RRIVE �i^ �I/��� I ^° __ DASPHALT , \' \,\\ I I I I - W^`/ Exls �►I yg /��� ./ .. ;WI s �3 /lI I\ \\ I 1 STORY BRICK �.:♦ J I 1p C, '� / LoADeo°r�DuIaTCR.C� - s. F 1r \ s88.9s \ 3 EXIST.E.D.G. i ,Yi. /'✓/ \ 11L_ ��' d, / / I • n /�� 4'4'':: )III ';J , \ I 5>0_ ,.` IIG I/V\ \ o \\ \ )w OFFICE BLDG. 1 \ \ I I / Ina �, I p p R = ;BI p%BTIAE MANHOLE q R\ �v\\`�• - '� / // �. \�(I W .D.P• _ /, „/, rr�`` � =�,e EXISTING 64z ', p . ;;569-!✓_� I• \ \ 5°j I j 4, \ f •� I. ® � 8 „�� '{';.. e I _ ,.Flo WATER__ - `- ..sss.72 w E \ \v\ `�♦: \ \ !rA' O IIIMII - • E%IST INV'S53.1J IN N \ \ ^°` \ \l m ss • tl 1 • / % � 'l' I I \ sG, `�g - \ i/ / / �/ V v 0,, 1 � �ti EXISTING \ s \� \ V ' - ',. / z,j''� �� ,.- 1 •,-F.�. Eves ;11 NV..553.12 Our '',e'1 .o '1/ 0,, A ,/ , / , /. J V v I s y I �, � // �' III -_ '•.. hn L� PIP_ .,Tfr E ,�A�1 A--* �A A# AA v • /' - �S19/v"/ )III I\ / ) / I\\ ro .o' I % NE 1'r ' /��/l` ', 1 I 1-- :sszsz Iry VA�o� 4" u m �°�'1 •"' J�i �// V. - _ �i'NOP56,a2 ,a V1� s s v w v ��� / // =IMz V A v \ �s " /: , : [- GR SOD a � q,.. 0;II III..- -y _ ' :... `v ��v LalL�p w4tax CII F�i�.�., IN,s5z.4o our W' 4, .�♦. 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( (10.68 AC.) w 0,1.`, \ -- --� \\ ,/ -TO'S ER NNN ODDS/ __/ SEDIMENT F�FNBE' // /) G/-�/ 2 By //� 1 TO REMAIN y9 // I '°"%♦- I ♦ J N 1 - \ ' ' \/ /_ / / / - nF lONE (, 5 /I/ I 1 1 I \\ -,'"27.% /// ��' NET DECREASE N BUA 2017 = 31,909.9 SQ. FT. 0.73 AC. 0 j l \ \I // oo / �1 / / 2 `j 9 /�' -/..1 WELLNESS CENER (NSE INSTALL 2018 1 %/ i:.'' [% //e,✓ / EXISTING -� - MODIFIED BUA (IMPERVIOUS AREA) 2018 = 16,832.78 SQ. FT (0.38 AC.) \''-\ / GRATE INLET JOB NO. _ 55 ��.�` I TW:55J.23 LL- -�`\-__-__\\ 10'SANITARY SEWER EASEMENT-- /- ,-✓ / �EO EXISTING NN WOODS I ,� 1 8 %__-�---5�-= \_ 4 - ' - -�55 ^��''- ' , I IN.:550.12 IN •„ G-1388 �B2ea,rGZB� �• _' /' / NV,548.39OUT OFFICE BUILDING PARKING RENOVATIONS 2022 R-R-g-x j1+s66 - _� -" -� = / i a 5�Go 30 �m=-- Ss�____ % ^� PROPOSED BUA (IMPERVIOUS AREA) 2022 = 1,544 SQ. FT(.03 AC.)DECREASE DATE PF IT V ��_� - +�-��< / ��/r' - _ 1 1 1 / I 05 DEC. 2022 _- -\ --_ ss '7`a-a--mom-w-mom __ / X' l�--U SPU sSwER ss6__ =_ / / \ // j / MBBR WASTEWATER PROJECT 2022 DRAWN BY \I 1 \ ,1r \ F' /� Y� P '"t'-" IQ a\ ,s oLE fi :_ / / 1 K.ROSENSKY ifs Rom / • -�--r,p--' \/ / ^ \ \ /t a T y y To ssz %'��/��\ I _ \ / \ /� / / r PROPOSED BUA (IMPERVIOUS AREA) 2022 = 34,442 SQ. FT (0.79 AC.) --- / / \ p "� ( \\ \ ' / EROSION CONTROL 0L CHECKED BY N / / J ./......- / _-/ f` $ _ 557'�/ \��I \ - EXISTING WOODS ,,," I \ / 81 // / 1� 55 -r- -// / 5 TOTAL NET ADD TO BUA FROM 2003 = 17,820.88 SQ. FT (0.40 AC.) D 59 �'8w='S9 D REM IN �-- y i PARTIAL SITE PLAN TOTAL PROPOSED BUA 2022 = 515,310.77 SQ. FT (11.82 Ac. SHEET NO. / U -- 2 566 ' \ -- o o NOTE: 24 24 AC x 12 60 SQ FT. 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