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HomeMy WebLinkAbout20171047 Ver 2_B5618_rdy_psh4_REV_CONSTRUCTION_20181217� � � � � � DETAIL 1 FALSE SUMP ( Not to Scale) Outside Ditch � Traffic Flow 2' DETAIL 2 SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural � Fill Ground 3•� p 3•.� Slope Min. D = 1.0 Ft. FROM -L- STA. 16 + 07 TO STA. 18 + 00 RT. '\\ _ 30.00' RT � � '� � � � � � � �\ �\ �� � � � � � l\ �\ � \ � � �\ � � � � 1 -- `� � � � -_ �. , . � � `--------___ \ ' � ' �' +30.00 -L- REMOVE EXIST i� � • - - ��� aypass= o.o cfs � � CONCRETE ABUTMENT i �� ' � PATRICIA �( ��X� Rdwy. Grade= 0.0294 Wft � � ,, J��.22 �T -� Cross $lope= 0.007 fGft i , 75.00' LT �?�' �"�8 P'�� - \ CLAS$ 'I' RIP-RAP ��'' � Gutter Slope= 0.04 ftRt �/ � � +00.00 -L- +25.00 -L- EST 4 TON �i� +04.27 -L- �' ,' � DOCUMENT NOT CONSIDERED FINAL � $ - etc. \ S= Ditch Slope � Proposed Ditch - -L- STA. 12 + 15 LT. -L- STA. 13 + 80 LT. /35_ _ � \ � i i 4 5. 0 0' L T 50.00' LT EST. 10 SYGF � 30.00' LT 0404 + 00.00 -L- �` � TOP=19.2 60.00' LT v ��V � I NV = 9.0 i =-, BEG 11t TIP PRO ECT B-5618 SPECIAL GRADE DITCH 3 � -L- POT STA 12 + 00.00 SEE CROSS-SECTIONS � FOR CONSTRUCTION + 50.00 -L \ � � -� 75.00' LT �\ ��_________ ,,, E�-� TApER RT� 60.00' LT ry � � ``�� �5 UE o40 0405 � � 5 iNv=9. \`� \\ `� � 2j 1G/ , ---- '� � � � \ P E �\ ,,� � ��\ o- � �2G1 FS - � 404 � � \ � � � �Y � � / . � �\ �,,,-' N\ N � � � i \ ____--3U"" \ / Q 'i� � �- � 0403 1� � \� NV=17?7 0403 \FS � P' _ M � i � � � � (�I r p O � 2G1 � O r v � r � � _ o c � �� iNv=,a.s „ E � o � i -ca , e , .2 --. ��\\ '-- _ RERCP , _ - S 17 �� 46 � �EM� J � � �� - � % 15f E ' C __ � ----- � � o0 � ,,,, � � M ��� _, � �;1 � l� Q �' -i' �.:�,;�-' , � 1 u� � 20.7 ' � i��_ �� ,� �, ��WM _� ��� � u� 7 �� ` � IN • � W � < 0� ��� EX,` , _ i � o. N � � ` o\ F'�`, ,_--' °- ` +30.00 -L- oti � `� '�_� �;' 40.00' RT _\ �_8Z i __---�'� 7 29.52' RT � . � � � �E � � `.,' � ..s ' `ICKIE LEWIS JON� � + 00.00 -L- DB 1532 PG 7� 30.00' RT - \�� TRANSITION STONE �� +43J3 -L- °�� C�,SS '�' RIP RAP `� � 65.00' RT -�65.i�3 -L- EST.15 TONS � 30.00' RT EST. 30 SY GF 65.00' RT EXCAVATION LIMIT (TYP ) \ \�'� \ � /^�� �� \ �--- 30.00' RT � � \\ \ �/ � \� II \ \ I / � �'��\ r�. /ry \ ` ` / I � �� \ � � �� \ �- � � �� 1`. �. �� �� � � � � Sta. _ -L- 13 +50 (RT) DA= 0.32 ac C = 0.35 110= 6.72 inMr Q10 = 0.8 cfs V10 = 1.56 Ws d10 = 0.4 ft s = 0.0212 fbft n = 0.045 Liner=Grass � �i� � ,�, E 35.62' LT +01.26 -L- 30.00' LT _, � + 34.92 � 39.56' L +28.37 -L- 30.@PIiLT � � � �� �� +2 .�'-L- 30.00' RT ' + 03.97 -L- 40.00' RT + 97.54 -L- � � C �1 � � t N Q � � L � CD � m / � N ao C -� O� N� \N ��� N/f \ e_ 30 BEGIN GRADE -L- STA 12 + 00. ELEV. = 24.55 � )2.0946 0 20 10 0 11 + 00 12 + 00 13 + 00 �INTB NC16igense�NohOCai554naS2760g200 Z �Q TATI N ' � �i � �� S O /i +14 23 L � c. Spread= 0.0 ft � . � o / � i,iii,��i � � � �,�� �� �= .,,� -i -' �� M � � / i��/i� // �'�1/� ��i���� � �i i��/ � II l/��ii�ii���ii �i i�� i� i i� 11 �l///�iin�%�ii���i� �O%�����i � �bji� ,�`L/��1/ /�/�� G, ' �'�l / �^ �ll��i���ii�i�;�/��\\� ' -� ,��--' i i �� i�� � i i `� � �� � ��ti$�;�% � ,�,� i� i i� �� �� ��� '��i��,`L�i" i,�/ // / / + 25.00 -L- r ,�,',;� �' ,' 70.00' LT , ,�,',' �� l � +50.44 -L- � � � � �__ +15.33 -L- 61.88' LT ' �� 60.32' LT +22.17 -L- RELOCATE EXIST USGS MONITORING 65.06' LT � � w� � °° o+ � M � m a z� _ N W J m � I �, >::;•;, .,.,.,., ,•,•,•,•. .�.,.�.,. ..... ..... .....• � �. : 14+00 I I j � � I � � I -1 I �� I I� I � _� 2 0. 7 5' C�,4SS '�' RIP-RAP 63 00'� LT L �'�/ '� a UNLESS ALL SIGNATURES COMPLETED INC. �? EST.6 SYOGF Q10= 0.5 CFS _�� �'�/ ����/ i` �o�i O � V10= 1.3 FPS � �' ��� �� � + + 94.15 -L- � + 00.00 -L- '� �' -' � �' � � �' 56.99' LT 50 EOT � ,, � ��0 30.00' LT TAPER RT/LT 50.00' LT � � � /�� ,'b� �� ,-- i. � �------�` � � � � / �- . i , � ------_ i �, � � � 25E B�WS � � � � � � � � � � � � � +30.00 -L- �---�� ' � N � N � � � � � � � � 5 UO' LT. ' � ' -��, ' m `� �U� � �_ � ;,r�+ � , � � i � � � �PU E J �X�s � , , _ . , � � � � �U� �U� ,� � •-�-, � .l, � / � .1--~� ��� \�� �,.\ 1�p1��/��-Zl----- __ �l i \�� /�i / � � � 04�320UT � � . .. � ���; - - / � ._ 3 ��-� ,� --� __� --�£�_---_ �� - �' . � � � / � i � � �Nv=7 � -� � _ _ - -w�e- - - - ��15 04 -L- .' /,' __,� ��' / � ---� _'� \ � I__,�. � - -� � � u- � - - - _ `�_Y -�� ' � �� � \`___------- .Si_----, � F - - -WLB- - �" _ -� �._.._ 30.00' LT G .�" E ,,-'��� ,-' � ,,---� �� � 04 \ 15" RCP-III N C � c�7� q'I� `�6 __���/�'�/���� i�l � ��'�, �---' oao O P=�6.� F � --__ � ,- � � .'" �,.�� N=1 3 �� . r'"`�� �' � i i i �c'� N 1 ��� R�. � � � , , 1 � i q�' / � � N lf� � _ _ . M _ _,_. � • , \ l � / / / � i O O N r" � � � �_� � e"���\ � I / / / N N TB2 I c� c� Q� p O � � � �� i,� il /i % �i ^ .- - _ - 00 �� � ,--'� � �� �� � \ � \ � , �� �� - I"" � --� � � � ,,,- �E � � � �_ ,. � - oa.o� , <- _ __�.--__- � � � � � �_-_ �Z� i X£ ---- r w�sC � \ \ � � � -PDE�- F \� --� °- � p � N� � � � �� � % � SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT � � -� � `(Y ���- p� � � `�'� � � 5 +� � � � + 00.00 -L- NTS -.;�r � � \ � � � � � �NC. � � � 30.00' RT END BRIDGE � � � � �/ � -L- POC STA 15 + 30 +/- EXCAVAT� N o�� � � � BLGP BRIDGEI3+ +- ��,� END APPROACH SLAB +H�IM (TYP ) TOP=16.2 � SPECIAL LAT. 'V' DITCH � -L- POC STA 15 + 42 +/- .U� -L- INV=11.9 SEE DETAIL 2 �' END SBG 45.00' RT +20.00 -�- BEGIN APPROACH SLAB " � N -L- STA 15+84.00 LT 58.00' RT -L- POC STA 13 + 78 +/- TyPE �' J�� "� TYPE +25.00 -L- O ' � T�u,NSITION STONE � C,RqU 350 III III GRAU 350 8:1 TqPER 44.36' RT c�,ss �i' RIP RAP ,�ApER EST.10 TONS $:� , -�, ��u� _,� i � � � � REMOVE EXIST EST.20 SY GF ° op � Y, , .x O CONCRETE ABUTMENT ` I `rt ` ' c,'� � -L- Sta.= -L- 16+07 (RT) STRUCTURES O401 DA= 0.12 ac g:� TAPER DA= 0.15 Ac C= 0.25 c= 0.9 no= 6.�2 ��n,� 350 T�PE TYPE GRAU 350 lMr= 4 ��,mr Qio = o.zo �fs 8:1 TAPER GRA�1 III � Q= 0.50 cfs V10 = 1.27 ft/s Spread= 3.64 ft d10 = 0.2 ft ��� END SBG Bypass= 0.5 �f5 5= o.o2s �t � -L- STA 15 + 76.00 RT Rdwy. Grade= 0.0284 ft�ft n= 0.045 Cross Slope= 0.01 fGfF Liner= Grass ; , � o; / � � / �/ `�� / � � i ��i � �`� / � i �5--� \���// /�_/ / i � '�f E11tD TIP PRO ECT B-5618 � / 's�-� �� / � � -L- POT STA 17 + 50.00 �� � �- � � 4 i i / iiiiiiiiiiiii ' � � '7� � �............ . .� PI = 15 + 70.00 EL = 16.80' vc = �20� K = 85 V = 50 MPH �� � N � � � a � N J � 15+00 PI = 16 + 90.00 EL = 12.60' VC = 12 0' K = 65 V = 40 MPH %)3.5pp0% �++ � __ , __ __ _. ___ -_ __-__ _ _-__ (-)1.6667% ----------------- ° o � _ .u. . . . .s. p � ;� -- � 1 1 1- I V.�V1Jl�°��1,r 16+00 17+00 18+00 STRUCTURES O402 DA- 0.0 Ac C = 0.9 Vhr- 4 inMr Q = 0 0 cfs 19+00 � PROJECT REFERENCE NO. B-5618 R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 4 HYDRAULICS ENGINEER �N���t��,�'�� ��,��v� DO NOT USE FOR � W ACQUISITION BEGIN SBG -L- STA 15 + 42 +/- RT/LT � BRIDGE HYDRAULIC DAT A {- DESIGN DISCHARGE _ 1900 '- DESIGN FREQUENCY = 25 . DESIGN HW ELEV AT lON = 8e3 '�� BASE DISCHARGE = 3490 '� BASE FREQUENCY = l00 I BASE HW ELEV AT lON = lOa7 '�- OV ERT OPPING DISCHARGE = 2730 OV ERT OPPING FREQUENCY= �50 ( +) OV ERT OPPING ELEV AT lON = lOaOl � CC� ' iii �■i �■i � �■i �■i ::� 30 20 10 DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY _ ll -4 -20/6 = 4a0 FT 0 BM10 RR SPIKE IN BASE OF 24" OAK -L- STA 16 + 02.40, 27.42' RT ELEV. = 11.41