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HomeMy WebLinkAbout1704-13po. JMIO I31-429. 4d AIII *36 14 JY0. 4: ./03 l - 20', X P. D.C. j�p /2f87.96 d' r RI -- a N 3soiio-•E <R> I xl O p q Existing - IZ "-I-Trig. lil/af er Line --, L w - w o a) o --Existing EL. - ---- --Existing r- --- °o I y 0 �2 �y N o 0 '� �,•�' '� A R MS Tf? 01VO Existin 8" �c.p Sewer ROAD `� � -- Edge Of pa vem en l - °o G I G G ,E3. C. Z-mlo. 12 f 13. 23 Existing 4- G a s Moin -0- N /' -�^ eca/e= /"= Pa' DIST. COUNTY ROUTE POST MILES -TOTAL PROJECT SHEET TOTAL N0. < oe .5 B" O CR, ICn a /3 -39 REGISTERED CIVIL ENGINEER N4. ,ao , 41-14 9 Date Approved 1,9 7Z Edge o/' Ra vem en f ii K O 1 • Existing 13VCP Sewer . Qr 41 f1 8AcC7mW/e 0 20'- Feather Over IEx is ling povemen74 R/ W Inge oin ; ��• P. _ e song P v ' rn ° f a r- Hinge PoinEdgt p��• v'�• ' - -- - T- - -- -- T -- - �-- _ W W Existing Underground Tc/ Cable � Existing EL. 0 I2 W W `--ExiSfin 4"Gas A-foln - m-�`--�'xistin Conc. Irri Wafer L ire .� 9 Raw __E x �5f Ing FZ. -, �I :r Q! .0 T T .� T O ,fix fisting Underground Tel Cob/ .Wafer Line � 20' -Feather Over � .0 ` O O 0, ` �� I/ Rf Imo 6lo. 13t.68 ARMSTRONG Ro. Q Existing pavement ti 0 • ��' 0 , e z-3) 1�3ro 2•� _S74ST A,� V D q pol N �� d J. ,� N 2 q' ' CAL �.385 i L' Shap(; 1---_ 5 �al X A 5 0✓ pip 0 0 r o / 1 D N 38e 2rAlIX8 01000 PO oncto aC A.C. Dike Refu�n Ocrfa 2 C Its) -E a01ad DD �°/At 7- d' '� ' cA / PO J. / `(� 56' of ' 000 4 S R= 83 -, o '�'' 8�. � �� � �. A.C.,Dike Return �f Q• o� Transi fion 4 = 71' 15'22 / �i ��� p` �O R= �D' �• , a � � T= 66. 92 L //A 92 .000 00-0 00000 00000 � Ci Qo° 4 =8/°25'20" •N-00 �`�_ `Q� • � ' 22 �,, /�-j�o3 Q. • �• / h ° co 2 - 24"C. S. �? -See Sheet w J i o f, �� �, .�� 0000 �• `� ,ter N0. 21 Por aetode .� if. \ Q 4 Tr ��rr�, ► /dire Hydrant •N F ! �, i , -o �o • (� ? Water !�a/ves �' �p�� 1. �' ?• g 29 02 Rf 4 Imo. lOf 1.06 / �� � /mJ0008120115 (R) 2 brig. I �, 23 Q -0/7 :Z D _ A7,111711 -h �YVI `a v 0, ee q �• o 0 C /y / Overlay Ex isf. p,fCh eta !0 d- O �! �` /e/ s %�- drive way fo /Z/W - - e 2 l ��r p �' chi �j �, W / 76 k�,-- RI Vli� /�o� .-r`. I '�b• w '--- �h ee f e point� N F .Hing � �• � �. �� I •s Ak OriveWaY mod - - W • �9j W - - _ , �I, Aemo ve ,ris tiiPovernenf i / �- •.. f / W -- o �.-- Ede of paveme 7/ o �.50,70 �vo�eFl- - j _..fes' . .. o ���Xisfin �;L. q �o /0 „ C �� See shee No.2�--�-,� �� i --E'xisfin FL - _ q -�=— _� �--_ -- - - — __ - _ �' sow �� c �- 9 3a �F d Mailbox � O 2.30' WE Edge o f o e � q�• EX�s� i� ��,-. �--Exisfin E.P. _ � ti Existing E./?-- /0 be rr'e�"Oxed g A R M S T I �Z O N G R O A a Q. e''A. C Domestic liar ler L ire �4. all 7 - fA/ 320 09' Sd'' E' - 9 Io w N 320 /d' S0" �' w i2 w �ti Q• 8 JC.P. Sever q0--�xisfio �:P. �` N I Exisfinq �:P. G e of P _ avemenf iAar— ` - - - - •- - - Hinge Point EXisfii�9 F. L . /Z�W T•EXisfinq F. L . T T T T 7' • �T t T -�W W - w a i W o w w ° k16 A L T y, �''� i `, L E G E N D ,� p �, ,� �+. Q s Und&19r1aZ1nd Telepholle Cab/a T.D. To of Dike E'/e vaf�'o r� .�'o o b a CORRECTIONS ByQ Z , Cv�rcrefe Irr�9. dater LI�e F �, Q. lb k � cQ K F. L . i• IOW11r7e Ele vafior� o k p a� � a Edge of pavelVerif o `� o /0 7' - dO P. O. T �t Im Vement N �° /0/-00.00 P. 0. T. 0 Ara7sfronq Woad PROJECT ENGR. IDATE I DESIGN ENGR. (DATE - DATE- _ 9'22 -78 INTERSECTION DETAILS .SE'e /7 Ct iv -i ARMSTRONG ROAD 3