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02 C100 Site plan.pdf
Briar Lane Estates, Section Two Plat Book 7, Page 1 (NORrH uNE, s. i/z, s.w. i/a. e-i�-aE) N 89°56'47" W 48 _ __ - , � � � � � � � - - - - � � _ -. , - _ . ,_ _ _ - ._. ___ , - _ _ - _ - - -- - - -- - � - - -.. _ -- - ---- -- - - - - - � _ _ _ -- _ - - ss.=_ _-� ,----- =- � --- - � �- - � ' ,' ;I! , _ o --_. J��f _ T : l _ _ -� - ' �� i )5f 0- _. . ��� 525 -�"215�E5 "-. -°�� ._._ __. ' _" _"' " Ij � . ... _ _ _ - .. �� _� _ ... _ � _. . _'. "__ T 750. 1 'wn ` /`' $09 � � . � - ' _'� �.__ �J ' �� PROPOSED �soz�. � mu:>ase- _. , . ..� ..�w:uuC-- , �.-�0� - _- � - .. � � iec �s... . , . �__-- 10D yr. pertding _ _ . _ 6, iC: )52.55 � �-� � � iC ]SOSJ " � ]53.05 ' TC: ]5e�.40 � � � � TC: 151.4 �SO.OJ �--���- � - i �SY. o - sa.so � - - ' -' _ � J� � r� �sz. s Tc sz.as� I rc� �st.as I N ]52. 5 14 PAC 5 St35 �)50.&5 O,, � TTT � iC: ]5381 � i o.00 �Q � � � -_ 's"' `s�a'�_ Part of Block A a ` Instrument #95-65228 `� " ' � f 1.54 ACRES a z � �O rc �saaa ' wr�n . o�� z� � ffi N O w �53.3� IXISTING ��� �� "� � IO a BUILDING j w° I O i O --_- 7200 SF I O � �,� FF=753.5 i� O -rc �sa.so izo.00� � � 153.00 6 - ' iC: ]SJ.50 \� -"- -- � W: S.S.98 : ]5J.48 753.00 II --- �I E%ISiING 6' S9NIipqV SEWER TC: �53. N iC: ]52.90 / 1 15240 � )5J.4f1 w 3 �0�0' 4.00' a � �^[,�-`, II iC: ]57.42 � � TC: 15J,46 -� � i - 152.92 � . % . �� �. ]52.9d ' DEPRESSED . 52.50 � /I I �� � � 10 SPA ES / CURB �� p e z � y� � I.00R --� � - I �-�; ..�_ - is � , - - o � � / IX5iM14 Sqfl 1 � / I I a /� _i�l TC: ]SJ.59 : ] .59 ip SPA ES iC 52.9, � .I (' � T�JJ.a 6 52. � �� _ � � �I - --r3a.ea � ovE Ex� r. �b� / j ��_ 0.50&-- / �� �� GRADE � � J ;� �sz.ts. i LLARD ' rci.�.-so �. - : PROP�68ED r -� J�`--y+ __= I I� I I I �. (HG))SJ.10 TC:15J.48.._.. ....� ." �100 yr.M nY''19 III/��� I � � ]5�.98 � iC: ]52.80 . � � � A I 52.3 II I I\ . 15 AC iC: 62.82 � �� � � 52.4 -.__---- S J � `'F�� L -__-_- ""_-�:� _ _-__ Y� --- -_- ' -- _ - �a - ---- --_ _. - ----- � �� 18 50' . . . 1 _ "_- _ C� Baue� -Dr. West .-- -� - -- -- EXISTING SITE DEMOUTION PLAN SCALE: 1"= 30.0' LEGEND: HATCH INDICATES�. AREAS OF PAVEMENT AND CONCRETE CUR85 TO BE REMOVED AND PREPARED FOR NEW CONSTRUCTION AS SHOWN ON THE SITE LAYOUT PLAN CLEANOUT DETAIL AT SANITARY LATERALS ONLY Brior Lane Estates, Section Two Plat Book 7, Page 1 (NORTH LWE, 5. 1/2, S.W. 1/4. 8-ll-4E) "INISHED GRADE N 89°56'47" W 48 , _ _ _ _ _ . J l __ �a , - - . - - � ,_, � - - _ _, = �- _ _ __ _ ___ , , - - - _ ___ ___ _ - � ---= -_ _ - - _ _ ____, � , - - - - -�-_--___------------- -- ; - -- � �_ __ i o. __ . _ __ _-��^�� '� � � 'S 25 _ _-. 21 SPA ES � � � ._" ' " )5! �" ._ il l. ...�_ '. . � ... - _ .. '�� 509 , . ' . .. _ _ -.-::. _ ..'__i 750 ] � , � �sozi ' �-� � PROPOSED """ "9'° .�xr��e �G,S �[ �m�s _. 4CKFILL - �a.qs�� �- _ �,,. a� _ - - �IOD__yT. p0fl�i�19 _ _ � _ � ^� -.. BY TPE 4�dia. PIPE BOLLARD DEfAIL scn�e No scn� iC. )52.55 � � '� � �, TC ]5053 ._ " ]55.05 � iC: ]5].40 � � � � iC: ]51.10 ]SO.0.S -��. . --- / 757. 0 � 50.90 � � , ' '- __` J° cv � %� �TE ]52. 5 • TQ 52.8 ' TC: ]SLdS I N .- � ' ]51. 5 14 PAC 5 51.35 � J50.85 O T / I � -TC: ]5J.84 � � / 1 0.p0 /Q W w 'SJ4 'sa'_ Pdrt Of BIOCk A � a ` Instrument #95-65228 J � ' � � o - f 1.54 ACRES � z � �� TC: ]bJ.84 o wuo � o � � Z � � � � �f ]SJ.J4 w w IXISTING e � � 10 R-- BUILDING327' OF NEW 4° Z� xo � � � O a 7200 SF Pvc SAN. SEWER � "' � I � AT 1.04� SLOP�' � ' 0 ce - �-N-- FF=753.5 � O � REPLACE NEW AVE. TC: ]53.50 1200Q. CURBING V% i � 15J.00 - TC: ]53.50 �1 --- TQ 53.98 : 753.98 753.00 I 53.48 � -- exisrws c� sarvrtnrer s�rcre TC: ]52.90 iC: ]5J.90. �n ]52.4 / '� � �u.y w � - 3 �y 9.00' �.00' � a . 1 iC.� ]s3.a2 � �` RES7RIPE AS �y 1 �' ' �^Q-�' �I - 152.9Y SHOWN % `l�Q i° 152.9t ��� � � ' DEPRESSED �T � i I I \ � ' CURB ' 6250 'I p '��/.�% \ - _ � 10 SPA ES / c E -i.00R �-H'" I �'� s � o � E .� i mmivc swn C. DOME 1 ���. ' � e � � ;/ I * �- o ": " � � � TC: ]53.59 : ] .SB 70 SPA ES � • E � � - �sa.o 6 . - _ - E I II � NEW 3/8" EYELIT FOR � --93`�'$� /� AIEEf EX. GRA�E ,'"� RESTRIPE AS � ;�cueirrcHaw � � osox- �sz.u- �� SHOWN � � � � � ' -� � � � � � � � iae w/ � rc: �saso �- . _ � : PROF08ED � 'i �'--y = _ ° �, �� � rNP> >� �o ,� �53<a \ 100 yr. ndlhg-�, �r I I � � ]b .98 -.J��rA�L NEV� 4� � ; � -�� � � i 1 PIP BO LA D � R p';mmC,�. �I � �' �� 15 AC T�: 52.82 � �° �� �� '... 52.4 O o - _ _ - - - _ S J � `F��_ _ - _ _ - - _�--'� _ - _ - _ _ . ' - x� ....,... ..._ ---N -_�_-_ . - � -.- . i -- �--- -- - � � RESTRIPE AS ' SHOWN �338 � C� Baue�= Dr. West __ ,_, . : W � � � E VERSATILE CONSTRUCTION GROUP, LLC. sio eon r e e, se�ie s�o n.. wnn a i a� �a �sie� PM1�. 31].95899 faa: 3O.SA.]SBI � � � � 0 � � O '� ;-� O .�� ,� o �, .�� �� � � O � 7 � •.�r O � .� V1 � � � � 4" BITUMINOUS BASE 1° OF No.12 SORFACE � � � PROPOSED SITE LAYOUT PLAN � ��''1 �" [��IH�=iT SCALE: 1 "= 3Q0' . rl ��1 �$o �.� � II-III-III-II qSPHALT '� � � �.� o �,�o � ' i� I1=1I1=1I ' `� =1II-III-II COnAPACTED � i��� ���; �������r���n��:���<� ����� �n����n���:: � I li � I I SdoN E,. LEGEND: 1=1I W COMPACTE� �53 STONE camancr ro es� srnNOneo 7ypICAL CURB DETAIL exisnNC snNiTnrer s�wee PROCTOR DENSITY NO SCALE REPLACEMENT ASPHALT PAVEMENT DEfAIL rvEw snrvilaav scwca No scn�e scaEw rov snrviraar sexEa Job No-- Date Stamped: TOiAL AREA REPLACE: LO- c�nrvouis ]9tA sa-�t. �.o. ausric sca�v �a uos 13047 8-5-13 EDGE OF PAVEMENT, -CURB. GUTfER OR SiMiva siauciuke GENERAL NOTES: Drawn By: Checked ey: Scale- irv r�uc e/w MiN. e" Taasa� i_ nu oisruaeeo naens (w�ucree.e, nsvHU. anveueu., ID ENSURE GRASS oiar, Hrvo canveq snu� ae vwrcneo ancrc ro caw tab 1"= 30.0' caeaiea iHne s' GROWIH *nua oeieirva� rorvoiiiorv wiin 'uke mrvsreu[iiorv_ aecu�ne encuriLL a- oe�ewu coNrw,c.oe snn�� oceirr �ocnno�s or CAD FILE u exisrwc ommcs aRioe *o rNe aecirvNwc ov mxsraoaiorv. G-\1304]\c100 site plon_dwg ��� .' % / / / / / / / / / � :lc���y �� 0����C���A�6Gi'����/ � M�N. , � e�.,z° � ;� � � �F-�GSC� FP�� � _ No c M,N 1z.. =* 19700309 *- � S�TE� �8 CRUSNED STONE OR I I �� naaeoveo enuiv. � Q p� �����NqL EN�� cu,ss � eeooiNC n+nreain� � �� � Q ��fllllllAA��� HnNO rnMVeo oR wn�KEO .��. � a' C' iNro a�nce. / � � CERTIFIED BY: �� � ��� GREATER THAN 5 FROM EDGE OF PAVEMENT �UN DISC�MER iHis oanwwc is iHE PROPERir oF NoTE� IFGFUn VERSATILE CONSTRUCTION GROUP LLC A�� eeooiNC aNO iNirin� er,cuFi� EXISTMG UNDERGROUND INSTALLATIONS SUCH AS WATER MAINS, GAS AND is Noi To BE USED FoR nNr sNnu ee iNSrnueo iN s" e� = oursioE oinmrrEa MAINS, SEWERS, TELEPHONE LWES, AND BURIED STRUCTURES IN oTHER PURPOSE THAN TriE PROJECT ro i2" enuwceo uFrs- THE VICINITY OF THE WORK TO BE DONE HEREUNDER ARE INDICATED DESCRIBED HEREIN. o = iNSioE oinrnErER n MiNiMUnn e" ciraanNCe sHU� ON THE DR4WINGS ONLY TO THE EXTENT SUCH WFORMATION HAS BE PROVIDED ON EACH SI�E OF d= OEPiH OF BEDDING srveei nne� rHe iNSru�eo aiae- unrEein� ee�ow aiaE BEEN MADE AVAILABLE TO OR DISCOVERED BY THE SURVEYOR IN PREPARING THIS DRAWING. THERE IS NO GUARANTEE AS TO THE �� 00 PLASTIC PIPE (PVC & HDPE) ACCURACY OR COMPLETENESS OF SUCH MFORMATION, AND ALL TRENCH DEfNL RESPONSI&LITY FOR ACCURACY AND COMPLETENESS THEREOF IS EXPRESSLY DISCL4IMED.