Laserfiche WebLink
»M,. 39t68.72. 29.69'�, ' \, <br />END 12'0 CMP <br />END Conc GUTTER, �60 <br />FL=78.24 s \ \ <br />CONCRETE GUTTER <br />SEE DRAINAGE xi$ <br />DETAILS, DWG DD-1, 77 ' <br />S=0.25% \\ <br />i <br />E <br />a <br />LO <br />n <br />to <br />O <br />100 t0 <br />O <br />N <br />Lo <br />O <br />N <br />E <br />90 <br />-v <br />N <br />0 <br />W U <br />N <br />N <br />0 <br />O <br />O <br />t� <br />c <br />u DATUM: <br />o- <br />v <br />o <br />c <br />v <br />� v <br />o <br />FILE No. <br />\\�� 3 <br />PLACE 12"x40.O' CMP \ \\ �\ <br />LIMITS OF GROUND IMPROVEMENTS, TYP. ,\\ \ <br />(SEE STRUCTURE PLANS) <br />"M" 3 +68.72 29.69' LT \ \ \ <br />- CONSTRUCT DI (TYPE GMP) <br />SE -N q . 3 <br />PLACE 12"x15.7' DRAIN PIPE \ <br />\ \ Ease° \ \ <br />f \CONNECT TO 12"0 DRAIN PIPE �% R I <br />l <br />ON COLUMN (SEE Struct PLANS) R/W <br />0 DECK DR <br />\ <br />+ \ <br />I \ II �,� \ \ (SEE STRUCTURE PLAN 1� <br />W <br />40++90 41+00 42 00 "M" LINE 43+00 -4 , <br />w <br />w= -PLACE 12"x34.3' CMP 10 0 'REMOVE 66 LF 18_' CMP <br />zw' CONNECT TO 12"0 DRAIN PIPE REMOVE 76 LF 18" CMP `0 , <br />Q V) - ON COLUMN (SEE Struct PLANS) <br />\ \ <br />NN <br />\ ' DECK DRAIN - <br />CONCRETE GUTTER, \ r \ `� �\ \(SEE STRUCTURE PLANS) <br />S=1.5% <br />SEE NOTE 4 \ , \"M" 4050.09. 55.82' RT <br />\\\ END 12 - DRAIN PIPE <br />--' kw �\ -BEGIN CONCRETE DITCH <br />:. R <br />' A� - - \ " � FL= 79. 80 <br />-moo P - - - � ��4 �� . ��\\� R/W - <br />`oX "M" 40+50.09. 108.67' RT\ . <br />END CONCRETE DITCH \ i� J <br />x FL= 79. 50 \\ �� � -f� • � <br />x M 40+51.36.. \ 1 �y G,,L <br />d \ \\ '3 1 <br />END BIOFILTRATI �W� <br />\�. <br />FL= 78.5 co <br />0\. <br />REMOVE INLET \ ; <br />EMOVE 116 LF 18" CMP. <br />` ---1. <br />GRADE TO DRAIN <br />KLMOVE 36 LF 18" CMP - -_- -- - - ---- --- ----N --- <br />4 x o - - - <br />» 17+34.7 1 _ N x� xO x`° - -- _ x0 xP- <br />_. N xo" " � � n 75' LT � N <br />oo v w <br />REMOVE INLET <br />"R" 17+30.99. 66.18' LT FL 114.68 0 0 0 0 <br />"R" 17+41.26. 58.47' LT "M" 44+91.36. 44.03' LT r- rn o <br />\ , FL=114.08 FL=114.68 + SSJIDI CANAL + + & <br />45+04.32, 41.28' LT I "M" +92 Q0. 28.00' LT �; u <br />, FL=114.68 » FL=114.68 = = ao ¢ <br />x�o -_� "M" +1 00 33,7 T I M- +75.00. 28.00 LT _-- + <br />_ , _ <br />DB N ETENTI!OJ SWALE x x, x�o x�+ RE NTI(�I S LE x� x� LL <br />o_ o - - <br />r ° <br />_ ___ --- <br />/-- _ <br />. . . . . . <br />•,, x rr _ n - - - - - - - - - <br />Bum <br />N;E� <br />SREMOVE 6 LF 18 CMP\-EP49+00 DF <br />50 0048A7+00 +45+00 46+00 4E N R Y �AM ve Z� <br />REOVE to <br />jam_ f c;�►--- -� RE tfV I � 5WJALE __ _ - r- __�� v w <br />`� - --- --- - w " " f M +96.00. J <br />7fiQ <br />EP DFS M +.51. 61.75 ,RT <br />x� FL = 11A;90 --- -Sty---__- <br />/°'/j <br />00 r----------------------------- ------ <br />71 <br />/000,_y R/W <br />n x0 FL <br />"M" +26.00 o c DBS "M" +9? .00 I I-- F- <br />o c= M 38.00 59.58 RT <br />o "M" 84.93 61-75 RT RETENTION SWALE <br />00 FL�114.90 O , 61.75 RT t y ff FL=114. <br />+ 61.75 RT + + FL=114.90 y M +96.00. 66.50 cn �- - <br />_ FL=114.90c^o <br />C r r "M" <br />/ <br />M +04.00. 52.37 RT <br />o c <br />REMOVE INLET I o 00 <br />NOTES. "t co <br />o 04 <br />+ +� <br />1. SEE SHEET T-2 FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS. � _ II <br />J <br />-tlIOFILiRAIION SWALE, <br />SEE DRAINAGE DETAILS, DWG OD-1 I I I .:.:. <br />-LIMITS OF GROUND IMPROVEMENTS, TYP. McHenry Ave Corridor Improvement Project <br />(SEE STRUCTURE PLANS) " ' :' <br />�- � AS -BUILT <br />2. <br />FOR <br />DRAINAGE <br />PROFILES, SEE DRAWING DP-1. <br />3.---- <br />SEE---CALTRANS <br />-STANBARO .PLAN �A- .._INLET OETAILS.--P�-AP'1 0N__REQUIRED. - <br />4. <br />SEE <br />DRAINAGE <br />DETAILS, DWG DD-1. LOCATE CONCRETE GUTTER BETWEEN STONE <br />COLUMNS. SEE <br />STRUCTURE PLANS FOR STONE COLUMN DETAILS. ...... <br />5. <br />FOR <br />ACCURATE <br />. . . <br />RIGHT OF WAY AND ACCESS DATA, SEE COUNTY OFFICE. . . . . <br />i . J . . . . . . I . . . ­1 1 . . . . . . . . . . . <br />o O@.• Fy <br />HORIZONTAL. 1 =40' DRAWN: F. DeMARCO 09-29-16 • •'.• c, <br />VERTICAL: 1 8 DESIGNED: R. GIBSON 09-29-16 TECHNICAL SERVICES, INC. `�' ;�` McHENRY R�Na. C70999N •S rn <br />0 1 2� <br />1 I I I I CHECKED: K. OAKS 09-29-16 2020 L STREET, SUITE 30 * ;.Exp. 06-30-17•:'* <br />INCHES SACRAMENTO CA 95811 '• CIV1�-.••' DRAINAGE/UTILITY PLAN AND PROFILE.. <br />0 10 20 30 40 50 T. BARNARD 09-29-16 T 916.414.5800 F 916.414.1557 �' '�. ' P M STA 39+50 TO STA 50+50 �9 Of CAS\������ <br />APPROVED: q /. \ �� �� <br />MILLIMETERS F 0 Ft <br />FILE NO. <br />130 <br />uwX <br />110 <br />120 <br />110 <br />irerl <br />DRAWING <br />DU-2 <br />OF <br />DU-9 <br />SHEET <br />40 OF 176 <br />