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Home My WebLink About20180453 Ver 1_17BP 12 R 53_PermitDrawings_v2_20180328DETAIL 5 DECK DRAIN DISSIPATOR PAD , �o„o s�o�e, _L 0 —i oqsosiaaroa cieN virw 'NOiE: CENiER PA� DIRECiLY BELOW DECK ORqINS ,ROUND F��I� LY ] N ° ncii c v cw T �e of Liner-d TONS Cl II Rip-Rop -l- STA. 72 i 73 TO STA. 12 i 86 Ll -L- STA.13+23 TO STA.73-.16 LT � Pl Sto 10+6/54 0 = l' S4' 2/A' (ftT) o = r3zs4.r L = 123A7' T = 6/54' R = 3,70i0A0' DS = 90 mph SE = OA4 LINE EXIST DITCH W'CLASS B' RIP RAP -l- 70-00 TO 11...79 LT 63 TONS, 212 SV FF 077 MILES +�' —TO SR 1808 OOUBIF SHONS RD. TOE TYPE-1I I � F MEL�AALORRAINE S.�OOK DB OZ PG 189 ESTATE FlLE 15E� �ECK BEGIN PROJECT OBPJ2R53 BEGIN CONSTRUCTION –L– POC SYa.lO�l�OOAO STANDARU V DITCH W' CLA55 'B' RIP RAP. SEE �ETAIL l� 30 TONS, 10l SV FF, DDE-69 CY +23.07 -L- +0000 -L- 70.00 LT sa.00 �r (j EXIST. RMI � f 4 -�'s"i "' a — —" � `� I N � \—� � 6 � � PU -i % � � �tA4� NTS :A�N DISSIPATOR PAD \ CL4S5 II RIP RAP a rpNS, SEE DETAIL 5 \ \\ AREA TO 8E EXCkVATED 216 CY ' �/ II RiP RAP PAV ITEM) � ! BIILYOR.6 BONNIE PUTNA D NN1 �B 1266 PG 22 3 w;�., PC SYa. l3 9 �� AREA TO Be f CXCAVATED 231 C'� PROP. WW +95.27 -l- FENCE 1 �� 70.00 Li WITH 7 SA e BEGIN FEN yQ 1� 24.10 -L- �.Y ; � 1 �� ` \ E 0.46 -L- /I �ION w�PSRMJ SEAL BANDONOED� CONC. �AIL 3, 75 5y I550 WELI >> +80.50 �- RETAIN PIPE 5 �d' RIP RAP � 65.00 RT 5 TON : 4$Y FF EA. CLA55 '�' RIP RAP LATERAL V DITCH WiPSFM �9 TON W�48 SY FF SEE DETAIL a, 50 SY, DDE-41 CY 5" z 4" DEGK DRAINS ON 3' CENTERS 2 FROM $TA.12+75 TO $TA.12+84 LT. 5" x 4" DECK DRAINS ON 6' CENTERS —L— FROM STA. �3 WOODS STA. 73 �- 44 LT. Pl SY'a /4+35.65 Pl SYo l5+89.65 W�REN RAY VINSON RocK , 0= S 08' l8J' (LT1 0= 23' 2J' 10.4' (LTl oe iT22 Pc -ros OU7CROPPIN D= G 2/' S8.3' D= l0' 25' 027' L = 80J2' L = 22411' T = 40.38' T = 113.66' R = 900A0' R = 550A0' DS = 40 mph OS = 90 mph SE = OA4 SE = OA4 A = RC R - RC I y m N � a � S .'L°j y'� ;n 0G/ b�'� �� +/ � PROJECT REFERENCE NO. SHEET NO. 178P.12.R.53 P-4.1 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER s �J. B, O� �ti LZ,yO � o0 0 �i �� M�� -m�o DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED \S 9JS3, /g4 ��/3•W N m� m P •? > PNa £ tm �D PROJECT OBPJ2RS3 / y �D CONSTRUCTION 90 2 - l�� $lO. l6'I'OJr.i�O / � n � �� / 2� \ . �y^� 5 y 0 a 0ry'�A6 NO GARY L. & LINDA F. PUTNAM D8 1266 PG 2283 : Q�XiST GROUN� dSS 'B' RIP RAP TON W; 48 SY FF CLA55 '6' RIP RP,P 3 TON W�10 SY FF EA. 2� + EXIST. RM1N REMOVE �o _ CP 50:1 TAP 02 p1�' o� -{2• Ad R {� y � .o, � ox F�- � a oz � f 1fI n m I 3 s,, / � S` A I N� N 00 2 9��,GpPi E%IST. W�"/Y I �� I g552, PSP. EXIST. Pii � 2 3�� CLASS IIRIP RAP / I� �i = (STRUCTURES PAY ITEM) , '� Pp� h � �TMY F. & ye�� I� �I MARYETTA WEASE DB 1362 PG 1425 /� sa o- I /� /� II" �� i oEcoRarwE ` �� BLOCK RET. WALL o� �~ ' i�,, RRSPINE � q CUT DITCH W,PSRM- DETAIL 2. EST. 185 SY w ��s'� / DETAIL 1 DETAIL 2 8� D� N� a� jb �'SR �SE � STANDARD 'V' DITCH NT DITCH ' /+``. -� ��ERN� � H� �o s«n:i i N ��o s�oiei �UK�E �jUPI �D� s G•o�� I 7 uou�d Nawai a�` °` oiim lP �RO R�'� :/ 1.� No' z . rs` Slope 6j ED �K o c.o�� :i p F�o �� P�5 gpVP� � .�� ai"` gMc� d d Sk / Ea� N 8'46'S4' E 3 ce��a.�ae M��,. o=z r�. Min. D=1 FI. T ( inEr= PSRM �/ .� 106.69' FROM BL-3 Ype o i mo.. d=z Fr. ��ELEV=800.82' r ^^o�.d=i F'. / +Z �`'�� BILLY R. & YPe of Liner- CI'B' Ri Rap 221�0 RT�is— BONNIE PUTNAM FROM -L STA.11+89 TO STA.12+74 LT FROM -L STA.14+70 TO STA.16+05 LT W E�P y i INE SCp,�.ED FROM GIS DB 1266 PG 2283 �2H�9'� \ it ../Kn.� GIS WOODS � BILLY R. & I BOPINIE PUTNAM D8 1266 PG 2283 PaoP `�"` ' DETAIL 3 TOE PROTECTION +5� 16 -Y- i Hoi �o s�aie7 E%IST. P� JANE S. COOK �N� .` o�,� 1^ DB 12N PG 052 cRou�o F�A� \ � Flu N d d= 2 Ft. j� 6= 2 Ft. SloPe o Type aF Liner= PSRM �.:. -L- STA. 10 i� 15 TO STA. 11 i�� 50 RT Y– Pl SYo 1Ot53.50 Pl SYa 11+58,69 0=/2' 43' /4l (RT) 0= 458' 267' (U) D= ll' S6' N.8' D= 4' 96' 28J' L = /Oi6.57' L = 104J8' T = 53.50' T = 52J2' R = 480.U0' R = 1,200.00' DETAIL 4 L4TERAL'V' DITCH , �o ,o =�o�e, F;�i Ground p ' 1",H. Slope d Min. D = 1 FI. Man. d =1 FI. 6-2 ft. Type of Liner= PSRM FROM -L-$TA.11-50 TO STA.12i-40 RT %�� DENOTES IMPACTS IN /.��,,�'�S�'� SURFACE WATER �TS�yy�� DENOTES TEMPORARY / "' IMPACTS IN SURFACE WATER DETAIL 5 DECK DRAIN DISSIPATOR PAD i Hor �o s�oiei _L 0 � oqsosiaaroa cieN virw 'NOiE: CENiER PA� DIRECiLY BELOW DECK ORqINS ,ROUND F��I� LY ] N ° ncii c v cw T �e of Liner-d TONS Cl II Rip-Rop -l- STA. 72 i 73 TO STA. 12 i 86 Ll -L- STA. 13 - 23 TO STA. 73 -.16 LT • LINE EXIST DITCH W,�CLASS B' RIP RAP -L- 70-00 TO 11...79 LT 63 TONS, 212 SV FF on M��s +�- � —TO SR 1808 OOUBIF SHONS R0. TYPE-1I I � F MEL�AALORRAINE S.� (L�I DB OZ PG 189 ESTATE F1LE 15ET3 �ECK DfL J � `� I N � \—� � 6 � � PU -i % � � �tA4� NTS DISSIPATOR PAD CLASS II RIP RAP v5, SEE DETAIL 5 AREA TO 8E �AVATED 216 CY -L- POC SYa.lO�l�OOAO , STANDARU V DITCH W' u i CI.ASS 'B' RIP RAP. SEE �ETAIL 7 30 TONS, 101 SY FF, DDF-69 CY �croi �:�' ,1,��`.✓ "' � -1!! �� II R�P RAP PAV REMJ � ! BILLYOR.6 BONNIE PUTNA z �B 1266 PG 22 3 a�'1 �` PC SYa. l3 9 '� ' V AP.in i0 Be W f LXCnVATED 231 C`� pRpp y,^y ' \ +95.27 -l- FENCE 70.00 Li WITH 7 SA 1 � ' �'.' X BEGIN FEN i� 24.10 -L- �... g �1 �� \ E 0.46 -L- // TOE PROTECTION w�PSRMJ ISSOWELI BANDONED� + � .CONC. �� SEE DETAIL 3, 75 SY �� 80.50 _ 5 3 RIP RAP � . RETAIN PIPE 5 TON :I SY FF EA. CLA55 (G' i21P RAP �, 65.00 RT i. m LATERAL V DITCH W'VSFM �9 TON W"48 SY FF �� "� SEE DETAIL a, 50 SY, L1DE-41 CY � � 5' 4" DEGI�ORAIN$� ON ' CENTERS �� 2 FROM STA.12+75 TOl STA,�2T84 LT � 5' z 4" DECK DRAINSION a,CFNTERS � —L— FROM STA. 13 �� ."�.6 TO: STA. 7� � dA LT � WOODS WARREN RAY VINSON Pl Sto 10+6/54 Pl SYa /4+35.65 Pl SYo l5+89.65 oe iT22 Pc zoe oW,cROPPw ', 0= l' S4' 2/A' (ftT) 0= S 08' l8J' (LT1 0= 23' 2/' 10.4' (LT) , D= I' 32' S4J' D= G 2/' S8.3' D= l0' 25' 027' I I � i i c= i�.rn' L= 80J2' L= 22411� ��, � � � T = 6/54' T = 40.38' T = 113.66' -� i � � , � � � � � g �,'' R= 3.70i0A0' R= 900A0' R= 550A0' _ � r � k�, '� , DS = 90 mph DS = 90 mph OS = 90 mph � � i , I I S€ = OA4 SE = OA4 SE = OA4 '-i � � - _ _ - J� � � 11 �� i -'� ,�;� /� i� �� ' _z__._-�-' � N q N � a � 5 .'L°j y'� ;n 0G/ b�'� �� +/ � � �`/ / S� 7 fi -Y- .� 1,G�R1 E%ISi. R'�N . . EX15T. Prl - ' CLASY�II RIP kAP , � (STRUGiURZS PAY IIeH) 1 PP/ nMorfir F. s - �?�� MAffTt11A IftA`ut OB I 2 PG 14P5 �/ / � -DECORATIVE- ,9LOCK RET.WAI �;'� —L l / ,._ j,' PROJECT REFERENCE NO. SHEET NO. 178P.12.R.53 P-4.2 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER s �J. B, O� �ti LZ,yO � o0 0 �i �� M�� -m�o DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED \S 9JS3, /g4 ��/3•W N m� m P •? > PNa £ tm �D PROJECT OBPJ2RS3 / y �D CONSTRUCTION 90 2 - POiC SYa.l6�F05A0 / �� / 2� \ . �y^� 5 y 0 a 0ry'�A6 NO GARY L. & LINDA F. PUTNAM D8 1266 PG 2283 : Q�XiST GROUN� A�SS 'B' RIP RAP ; TON W A8 SY Ff- i CLA55 '8 RII' RAP � 3 ON� w i0 SY FF'�EA. L- 20 EXIST. RW'� : r.EMavE GUT DITCH. ` DETAIL 2. EST. /�i ,� I �' I,.STL. - �' � I eeuiN wboos A � PRC SYa.�!l�6 � �� I� 2 � '� � . __ - - ' BO�N�N�IEYPUTNpM �y ti i_/`QB 1266 PG. 2283 � �� _ �-� � � �� h , I I / � �, �� . �� $�� ,, RRSPINE � q Ap q O � � `� / DETAIL 1 DETAIL 2 M� RS�� µ�� jb 5 5 STANDARD 'V' DITCH CUT DITCH ��ERN� � H� �o s�on,i t No� �o s�oiei ��ai �.ai o� F�om Groun Gro No G'� ��f� 7 � D ,L.\ o und G.oun I 7 � F� rs� SIaPe 0 piW BMu� d d N 8'46'S4' E 3 oe��a.,;ie M��,. o=z r�. -- 106.69' FROM BL-3 m�^. �_� F�. mo.. d=z Fr. �ELEV=800.82' B��Y R. & rype of Liner- CI'B' Ri Rap Mox.d=1 Ft. TYPe o(liner= PSRM BONNIE PUTNAM FROM -L STA.11+89 TO STA.12+74 LT FROM -L STA.14+70 TO STA.16+05 LT sc' eo Faon cis DB 1266 PG 2283 P0.oP LIN S LED FROM GIS DETAIL 3 DETAIL 4 TOE PROTECTION ' � i Hoi �o s�aie� JANE 5. COOK � o �� DB 12N PG 052 cou o H F�A� I I d d= 2 Ft. pi� 6= 2 Ft SloPe Type aF Liner= PSRM L STA. 10 i� 15 TO STA. 11 i�� 50 RT Y- Pl SYo 1Ot53.50 Pl SYa 11+58,69 0=/2' 43' /4l (RT) 0= 458' 267' (U) D= ll' S6' N.8' D= 4' 96' 28J' L = /Oi6.57' L = 104J8' T = 53.50' T = 52J2' R = 480.U0' R = 1,200.00' L4TERAL'V' DITCH � noi io smlel F;�i Ground p ' 1",H. Slope d Min. D = 1 FI. Man. d =1 FI. 6-2 ft. Type of L ner= PSRM FROM -L-$TA.11-50 TO STA.12i-40 RT % /, -�;5'�,; DENOTES IMPAQS IN SURFACE WATER �Ts�yy�, DENOTES TEMPORARY / ' ' IMPACTS IN SURFACE WATER