20170415 Ver 1_400382_utility relocation plan_20170406

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BEGIN PRO�ECT 17BP7,492 � .- i. , ! Es..�srcm.Eniu „,....
INCPJM�'L� E PL�4NS I
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OOCUMENT6NOT CONSIDERED FINAL
UNLE55 ALL SIGNATURES COMPLETED
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Engineering
-L- PC Sto. 10+00.00 BEG/N APPFOACH SLAB END APPROACH SLA(3
DATUM DESCRIPTION � sra i3+3soo
-L- S1a.12+4600
rHe �ocn�izeo ccaRoinnre svsrew orve�oveo rofi rxis vreo.�e�r ///���
is easeo oN rtie srnre P�une cacaoiNnres esrn9�isneo er �' � �
Ncom FON uonuMeNi "aoo3erz" � -rEM�'.� �� �� �I I iA01 'o" HEairace enarsr auace
wirH rvno e3ima zoi srnre eurve cam moaoirvares oF inxuc,oae Pnr /I ��. l � oe reei Pe zasz
NOAiNING: 909236 69�fff1 EASiING: I120298.1�31ff1 ROuaL� R. KF.NNEOv / / �� \' �
EL VAiION: 861.3a14ti �B 66�0 PG i0ae �; � IN esi zo cr �cnvnroH
TNE AVEAAGE COMB.NE� GRI� fnCTOA I15E� ON ii��15 PROJECi / v��
IGPOUN� i0 GAI�I I5: 0.99998659i1 5
iHE N.C. LAMAEfii GAI� BEAAING AN� i�+ srxEun ' _I -L-
�ocnuzeo xoaizourn� ceoumo oisrnuce =aoM Pl sta r0�t63.i1 PiSfa 15+i9,74
°aoasaz-z" ro 1.- ;rnricN io+oo.00 is ............................ p- 6'0/'17.0"!(TI �= 6'42'22.3"!lTI
N30° 46' 29.3"W pISiANCE� 4i.56.ft1 ry93093EL�EV4TI0NE BZ�9319z DRAINAGE NOTES: �- 4�4F�"/�.7" �_ �'��6�5�.0�� BL Eas*iXi Elev(Zi EL 5-ail-,in OffsFt
ALL LINEAP �IMENSICNS APE L�CALI[E� HOPiZONiAL �ISiAN(ES ������F:
MINIMUM SLOPE ON ALL PIPES IS 0.5% NOTE: �-�2ti.//' L= 2/5.35� '�-�nf^ n�orih�ri
E�.. SiAiiON 12i15.00 iiRlG4i ` - _______________________________ _ _ __ _______ ___ _ __ _____________________
vEaiICAL OAiUM uSEo IS NAV� BB RR SPmE in� is^ nsn DO NOT USE RCP FOR TYPE-III ANCHOR UNITS ON r= 63.11' T= 107.80' i 9oe�ai.esz i7is995.39a g i'2o a�15mE PRo�ECr uMirS
15" DR4INAGE PIPE (402 TO 403� AlL FOUR BRIDGE CORNERS R=/,200.Od R= 1,890.00' 3 9o965i6�ss� ii�?`o�oi:�iz� as�i3600 ia*cs� 9y NRo�E Is.7s reis
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--.- - � BEGIN PROJECT ', -: , � � � � � � � � � � END PROJECT � � �� � -r � � -
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;... STA. 10 00.00 �?!_�,_ FI � STA. 16 � 00.00 ... .;.... T- -T-.l
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� . . �. . . . IL-s . �. . . 90 5 � . . . �. . . . . . . . I .
�.. r�. � .._.. � .'. BEGIN GRADE � � � END GRADE : '..'L' •. �
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� I `' 'I �'�'r �il �' I I �� STA. 10+5000 � � � as,srcew so° STA 15+5000 � . . �, „�, � �
. _ � '�� � -- . . EL = 658.01' . . i �. �p e�Ev. ese.oz � EL = 85].80' . , . .. ,, :
87� ' ' - __.. � . . . . ' . ... .
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�� PI 11-F0000 � � I PI�= 14+90.0� � - �.�. �. .:�.�. �
I�� -} 'i- - � -� I BTON� EL 856.61 I EL 855.40' BLEND
VC 100 � VC 120' � TO
860 -F ,'- - r exisr K Qo aA,o�E° � i �K = 28 exisr i BRIDGE HYDRAULIC DATA 860
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�. �. .. . . . . . .. .. �. . .. �_. D_FSIGN DISCNFlRGF = O00 C`�
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�� - - --_______ �� � DESIGN FRtOUFNCY - 25 rR5
. . . -- . . .5,,. . . —_— ; � . . . . �� � k�00C%.
.. . . . . . . . . -- --------. . - OFSIGN HW ELEVATIpN - 853.0 T
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> � , ; / ease oiscHakcE = zoaa cFs g50
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� easE FReaueNcr = ioo rPs
� �� �S—Kf.>�EP.� � easE vw E�EvarioN = pss.as F;
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� � � � � '^s � �i � � � � � � � - OVERTOPPING DISCHARGE = 3500 `5 �
840 :.. ..... . . . � . � � . 'sm°� aree vav rc«,p �� � . �� � . . . . � .��, �. � OVCRTOPPING FREOUENCY = 500- � n'S 840
�� , �� �� � �� � � � � �. . I , � OVERTOPP/NG ELEVATION = 856.0 FT
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830 � - - �, r oarE oF suRVEr = s-z-�oi� 830
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",E �� ���° ar oarE oF suRVEr = s4�.o FT
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