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� <br /> m � � <br /> SECTION 29 , TO�/VNSH I P 29N , RANGE 5E , �/V . M . s Z ; <br /> o � <br /> � ; <br /> � � <br /> �/ J <br /> U z Q <br /> � <br /> U) J W <br /> �� � . , ; o .o . ° � � �� / 0( � / � � 0 o W <br /> s . . . . �P' / I J <br /> ' � Q . . o . . o � / � LL � <br /> ; � o ° . F� � STA 2+19.43, 14.48ILT � S � � > j <br /> STA 1+13.56, 37.35'LT �� � � � / � � � <br /> ° .�: . � o. o o / � � � <br /> PROPERTY CORNER °. �.. .o. ' ° o � I FF•100.84 f s � R W <br /> ' ` _ o `L I IVERTICAL ''1 � / W \ \ <br /> z � . po a o ASPHALT `EURB I �� , <br /> e� � p.a o . . FLOW �INE � - V/C/G � 9 Q r� o <br /> 'Q . � �. _ a,. � - 0� r 6��' 37.5 � � \ <br /> FL�� �TA 1+68:9�, 28.93oLT ° � �, " -� ��� (�� r �.�� ��, o ao <br /> a ; , <br /> ASPHALT ����.��..� � � � _I ,, -��� � � � ` !E r- <br /> �.ssessse 1 cn <br /> RAMP �..��.��. p <br /> .��,,t..� � o o:� L '� ���Q� 100.09 � /f � �� � FL � STA 2+71.43, 29.08'LT � i� � � SIDEWALK SAWCUT � a a a a a a a <br /> _� _�.��.,:.�. � 0 100.09 �� ''�� , 100.09 � � � ' ,,.-", � <br /> �..�.�_ '��.�..�.--__ 's. � ���. � . Q . . � . .. _ � � . .� � pQ. /' . Q �' . . p ' O. .. .. . . � � . � � / <br /> STA �11.16, 30.35'LT ��• ° . o 0 0 . °.' ' �}., ' °�.�� .�o,�----_..��d , . � o �o �,� , I ` � � / <br /> BEGIN CURB GUTTER SIDEWALK � ~� � `�. °. o . ,a. . ° '���`r� :o � . � /i��! ° � � ,.s���'�'�° i� � ° : :��. . , . � 4, / - � ZI <br /> '/ ' ��p `` . ; . . . . .�. . � t .�. . �. � �„h � ,2.t: ��. �. _ ��� •� 1 ,,F � .t1�.� cX. CB f`(Pc 2 � !`�,.....� <br /> C � 1 M f3 � ] ! ���:����c��l{��s . ��� > � ��..t 1 i��� _ .PW1 l.�<2__�.. �� AA(.�L) n �� '��„k„ 't���..y.��. .����� �-���c���„^���,-. _Pv�t Ca �A 4�.t'� n . i r.� �� i � <br /> fh l!) �h1 t t� !.� -� � � o� <br /> r- �-�-��„� 'i 7 �a �e i-- � ,`T`. c 3�r-�- +( �;� . <br /> q i��d �,�,� � �����:� � ���� .,r � � �i�'�,���,. � �z �! � � � t RI�r1=�3.10 � � • '� � <br /> ... .��. . o � �; t � ��,� � �� . �; :. ,� ..> � � - 2% -5�-6% � .� •o. <br /> �� .������.� o. a ����� ��,`, � °; >�� ��x� s���� �����` ROLLED �-��- \�., � � I_r- (�t-I�=59.3.3 f ,,� . <br /> '. \\\7 -��:\\\� � �4 .' �� �� � ✓ � ' �'� `' r n �,\'/,a,�� � B r,y U �G {L�-��.il.G --i•�, <br /> . �j <br /> � � �;���'b . . . p � '�1��; I (] �� P . �v,�s�� �'�.=:.,� ����� /�.� � 0�,� .�; �_ <br /> / Cr �.�� ....�. . p , . ��. �.. 6 �� _ �-..� • <br /> �� � ..��..��..�.� , .�.... . ��.� ��, ���;- �8" PEP ..... .�z ` . . •�s ��: g <br /> , <br /> 50 � �' ,:� CP =� (i�!)-59 <br /> _� t7� -- < .-.�.��..�... � ,.�..... ��.��� �.,�.. ..«� ���._�,� ��. � .... .. LF 8 Ep . . P A�-BUILT ItJF Rl <br /> w ; � <br /> ) ,, . , _ �--��- EX. PAVE <br /> , <br /> ,"'---'- ._______r�.. _.. ,-�..,4�.� .:, <br /> �p � ......\.\.\. \.\...:. .�.... �Y I ER �� C�M�TIO VERTICAL <br /> --� �S C�S '� �:��•;����'�� •�••• -ra '�-E ot. � I �� � PR(�VlDED 8Y CC)E CEMENT CONCRETE y �� .. ' �j <br /> ;S=v..,2'r.o .-� CURB AND GUTTER • �� � <br /> l 5,��..�Ero- o �g �2 ��.��'" � 1CB �1�`'�. {l�SGS 1982 DATUM'� SEE SECTION 4-04 0(+ •�� <br /> 0.30/o ,��,� ,n 1.00% '' RIM����i=�-�. � STANDARD ROADWAY SECTION <br /> 0 0.51% RIM���.'ra- 99.21 ,� ' � <br /> � 1-i-00 2-I-00 CB ��_ 3-I-00 � � � 3+50 100.03 "�D�' + NEAT LINE CUT, CLEAN, HEAT & TACK EDGES WITH SEALER 3" COMP DEPTH CLASS B ASPHALT <br /> RIM=��.'�2� 99.19 � � <br /> _�_ _ _ _� _ _ I - - --F-- - - --}- - �- - ..�---{ �"� CSS-1 AND SEAL W�TH HOT ASPHALT CEMENT. 3" COMP DEPTH ATB <br /> � � �` � SS---� 5�'�-- �AP P R OX. LO C. 0 ���._P A VE M N� C LL �5--- SS---- - S�----- S�----- SS------ S�---- S� '-<„� SS SS----�```4-?5------ 5S- �'� " <br /> "�S--- 5S- J�----- 5�------ 5.1-- S.� - � <br /> APPRUX. LOC. CB � � -.- �.., i� 6�� COMP DEPTH GRAVEL BORROW <br /> ��. �F�,E� ���,;;, ��.._� �--► �� -~�-� SECTION A-A MCDOUGALL AVE <br /> RIM���.T.. 99.58 � cX. z3" DI'� � �`�'-� <br /> � + b�/ `�! W --- W W Y�J 4�. `�.��3 LF�12" C� �.1�7 r <br /> _ _-,,N --W �aV -�`! W W `•N A� W 4J - `� EX. C6 TYPE F, � . �E2 ,4�-E3U1�T iN�OR�,i�\-,It7i�! NOT TO SCALE � <br /> � MCDOUGALL AVE � �������� 8� ��� <br /> ��� `3D_____--- Sf� SC} - 5C7 ------- ��J -- SD S� SD --- SD SD " __ '� � SD ��----- �D __� �� '� ����(S)=�0 70 J <br /> W <br /> � �``��,t� '-IE ('rV)=6(3,37 � <br /> P f2 AS-BUIL7 INF RPAA7IC7N C � <br /> ��,-� P �VIDED BY C0�� � �./ <br /> -.,iV tiV -1"v W - W - �'J '" NJ `�� --- °N NJ NJ YV ---- W 1V 4�d ��� _� W W �{ � �(�SGS 198� D AT�J M)W W 4V � Q <br /> �' T FL •��S7A 2+2�8.78,14.40'LT� � <br /> STA 1+13.10, 11.00'LT � � � � <br /> FL � STA 1+73.77, 11.00'LT ♦ <br /> BEGIN C/G STA 1+46.�9, 11.00'LT � O 7 <br /> ELEV.=99.69 CTR 24' D W CUT L <br /> � � O <br /> FL @ STA 2+76.30, 11.00'LT �� � <br /> U � <br /> � � u- <br /> � <br /> t� Z <br /> 0 20 40 <br /> II��� - Q � M � <br /> HORIZONTAL SCA�E <br /> � <br /> � � M N <br /> � � <br /> � ~ � � <br /> W �j +-� �-- <br /> � � <br /> W <br /> o � <br /> I�- W <br /> 105 . . ... ... ... ... ... ... ... ... ....... ... ... ... ... ... ... ... ... ....... ... ... ... ... ... ... ... ... ....... ... ... ... ... ... ... ... ... ....... ... ... ... ... ... ... ... ... ....... ... ... ... ... ... ... ... ... . . <br /> N <br /> : ; , . . . ' � Z <br /> ; . , CB #4 1+45.74 . . . : � (7 <br /> � • ' STA = �--;�6���; 10.20' L'T ' ' � <br /> ' ' � RIM=�-�� 99.58 . . . . � <br /> • . . I E=�-,Z.}3- 97.52 . . . . � <br /> . . • EX. GRADE � • • • ; , � W <br /> : • • ASPHALT FLOW • ' • • W <br /> . • � LINE ' CB 3 1+96.00 16.3' LT • • CB 1 • 3+32.5 1.2' LT Z <br /> � • EX. GRADE c� ' STA = 2;4�-`.rG�i--1-#�-��-Yr CB 2 2+60.1 16.c�0' LT STA =:3-+-3-��r0;�-fl:-5-��- O W <br /> : : PAINTED �� ; RIM = -�'-�z- 99.19 : q#- 2.T�v�U:-�-@.-�p'-�-� RIM =•-��`5-�- 100.03 <br /> . \, IE=��-�3-�- 97.26 = 99:21 IE(E,W)=96.23 (12 ) <br /> ' , `� - . • . . . . . . . R I M -�-1-�- , <br /> �j�� . • ..• • • . . • • . . . . • . . • ��(•s)=-��--2�- (8" 96.33 REDLINE AS-BUILTS <br /> 100 : . . . . . . . . . . . . . . . . . . . . . . . -'- -'-'- -'- _. . . .- -�- -�- -�- -- . . . . . . . . . . . . . ._ _•- -�= - - - - - 97.07 (TIE INTO EX. 12" PIPE, SEE NOTE) o <br /> � : -0�86% 0.32� -0.78� �.02% -0.31� -0.50 .00� � . A.S.P.I. LAND SURV�YING & <br />. � � � � ' ' ' PLANNING �' <br /> : . � � � � � 06/25/2018 � � <br /> � � <br /> . �� ��,� N <br /> ' ; . �`�,-LF 8" CPEP • 64.1 : 73.8 • • °,�`, _����`'�''� act,�ased � � � � � <br /> : , , �5- LF 8" CPEP _ . . �'����;;� � red��n P avnh �/'� � z <br /> : : : : �- LF 8" CPEP ; ����� � �a�,��Qc�a2��� �theaCe�as2 oU,� � v J � O � <br /> ; • : S --E}:�F3-�- _ . . : .c �c�Cd�?�aQrR a�:�o�p��vth�s draw�� mPt�°n Sh Q � � F- <br /> • ' o , S --�}.-�� O : `tm�R u�1t s`�f �tion�nd n,no P�esu � r� ' p � Q <br /> • • � 0.51 /a o S � . a n`��_� �n�� rm . �,� c� �,�f�"1 f � O U N � <br /> • • • 0.30/o • --9--5fl-�- � pu��t `�P�r��o a��°.�� uca y' / <br /> : : , . . . 1.00% : t�eb2st �a�aa� �rhed � .�' � N � WU' <br /> , , . . . . e m e �; �SpectoC � i �� � z <br /> 95 b �/U L��� p�cm�t� O W � W � <br /> � <br />, � S� ned � � � � �- _ <br /> 00 0� � O f- <br /> � � � � � � � � � � � �ame & tie U � z O <br /> a' °' pCint � � 0 z <br /> � � � <br /> ¢ � � O N <br /> 1+00 1+50 2+00 2+50 3+00 N NOTE: W n. <br /> J PRIOR TO ANY WORK WITHIN THE RIGHT-OF-WAY, p <br /> MCDOUGALL AVE CENTERLINE N � THE CONTRACTOR SHALL LOCATE ALL UTILITIES �, <br /> � & POTHOLE EX. STORM LINE AT PROPOSED CB#1 �'= <br /> U <br /> SCALE: 1" = 2' VERTICAL � �EXn�E IS�UND TO BEEHIGHER THAN 96.23, <br /> 1" = 20' HORIZONTAL CONTRACTOR SHALL NOTIFY ENGINEER PROJ.NO. DSN.BY: <br /> IMMEDIATELY. 17-0212 RAW <br /> � DATE: <br /> � 0 20 40 8/10/17 <br /> ����� CALL 48 HOURS SCALE: <br /> HORIZONTAL SCALE �" = 2O' <br /> BEFORE YOU DIG DRAWINGNO. <br /> 811 q. q. . <br /> OF <br />