Laserfiche WebLink
v) <br />60 <br />m <br />J <br />N <br />SEE SHEET 17 <br />CARDINAL AVE. <br />G3D3 BJ1J Bi 23 5331 S'l4 8:151G38 1 f2o �l eti <br />e 7 i �! 3❑ <br />EXIST. 10" CULVERT �� 2 <br />6LRY R w � z <br />r'Bo <br />28.0 FL) < i 1 0� 0. 1g. °� I EXIST. EP 1g. ,� 1y. 1y ,► ���- <br />28 <br />F .�--� .��`2 O,F� 2g0 F. 2 l 'L0 ti$ _-... SEXIST. EP Q <br />} JJ <br />7+00 8+00 <br />/CONSTRUCTION CE 9+00 10+00 11+00 12+ 1�J <br />W <br />5 iO N <br />Q � <br />JJD=1 GGD4 <br />CONSTRUCTION NOTES: <br />,.. <br />20, <br />20 0 10 20 40 <br />I L.0 LA blamffm <br />(FEET) <br />EXIST. <br />GROUND wa <br />& m <br />.N. <br />❑1 P.I.P. EXIST. CULVERT & <br />INLET/OUTLET STRUCTURE <br />❑2 STA. 11+74.0 (25.5' LT) <br />REMOVE EXIST. DI AND CONNECT EXIST. <br />PIPES TO NEW DI. <br />CONST. 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />y,d = LF 12" #GP CL -411 S= 0.0090 <br />FL 0 DI= 25.6 laj�r: <br />FL 0 SDMH= 25.24 ' <br />GRATE= 30.1 <br />c <br />ci <br />pj O <br />EXIST. GROUND ® DITCH FL (RT) <br />EXIST. ,.-GROUND 0 DITCH FL (LT) <br />GRA 27.7 RT \ <br />GRATE 28.1 LT <br />28 <br />wz' I <br />20 <br />16 <br />12 <br />Call <br />before you <br />Dog. <br />1.600.642.2444 <br />TF <br />CL <br />PROJECT ENGINEER <br />254 LF 36" SCP CL --Z S= 0.0025 <br />unQz <br />R, FL 25.1 <br />STA 7+77 <br />CONST. SADDLE <br />TYPE `. <br />CO. <br />STD. DWG. <br />D-18 <br />FL- <br />24.67f 12"IN) <br />FL= <br />23.67; 36" <br />(THRU) <br />0 1a' 1 - <br />�aoo� y h�'f _. �`-EXIJIE EP <br />STA. 12+05.64 ARDE <br />TEXIST. EP ®j STA. 1+00 CARDINAI <br />�R/W ,1 R) {.. q INTERSECTION <br />'-SEWER SERVICE (TYP) ' <br />32' <br />833=1 53V-4 B1333 <br />® CR <br />END SLURRYSEAL <br />5❑ CONSTRUCT SDMH SADDLE TYPE <br />(SEE PROFILE FOR CALLOUT). <br />3❑ STA. 12+44.0 (19.9' LT) ® STA. 11+73.3 (24.7' RT) © STA. 7+63 (16.5' LT)7❑ STA. 7+93.5 (19.5' RT) ® STA. 12+47.6 (19.5' RT) N <br />CONST. 18" STORM DRAIN INLET CONST. 18" STORM DRAIN INLET CONST. 18" STORM DRAIN INLET REMOVE EXIST. D.I. CONNECT TO PIPES CONST. 18" STORM DRAIN INLET O <br />CATCH BASIN PER CO. STD. DWG CW -D14. CATCH BASIN PER CO. STD. DWG CW -D14. CATCH BASIN PER CO. STD. DWG CW -D14. TO NEW 18" STORM DRAIN INLET CATCH BASIN PER CO. STD. DWG CW -D14. co <br />11111!LF 12" QL7 CL -]U S= 0.0062 CC LF 12" RCP CL -7A S= 0.0105 22 LF 12" RCP Ct-A S= 0.0195 CATCH BASIN PER CO. STD. DWG CW -D14. ,x} 45 LF 12" RCP CL -4p S= 0.0100 Nati <br />FL 0 DI= 25.5 UIVI'' FL 0 DI= 25.7 V'cttc=; FL 0 DI= 25.1 kP fI!` yc 25 LF 12" SCP CL' -IE S= 0.0172 FL 0 DI= 25.67 10F^ <br />FL 0 SDMH= 25.24' FL 0 SDMH= 25.24 FL 0 SDMH= 24.61 FL 0 DI= 25.1 0pe FL 0 SDMH= 25.24 Z <br />GRATE= 29.0 GRATE= 28.9 GRATE= 28.1 FL 0 SDMH= 24.67 GRATE= 29.3 ow <br />GRATE= 27.7 <br />© CLEAN AND FLUSH EXISTING DRAIN INLET ® SLURRY SEAL ROADWAY WITH LATEX <br />ARDELLE AVENUE AND/OR LATERAL AFTER NEW STORM DRAIN MODIFIED TYPE II SLURRY SEAL PER DETAIL <br />FACILITIES ARE COMPLETE. AS SHOWN ON C-26. <br />u7 W r-. N O N OI M <br />M M � IfJ a a N N <br />O O O p O O O <br />v <br />EXIST. GROUND ® CONSTRUCTION GRATE 30.1 LT <br />_ - . GRATE 29.0 LT <br />EXIST. SAS MAIN <br />GRATE 29,3 RT <br />EXIST. WATER MAIN ! (ASSUMED DEPTH OF 3d") GRATE zd.9 (Hi <br />ASSUMED DEPTH OF 36") CONTRACTOR TO VERIFY' DEPTH <br />ONTRACTOR TO VERIFY DEPTH PRIOR TO CONSTRUCTION <br />PRIOR TO CONSTRUCTION i <br />7+00 8+00 <br />CAUTIONS! <br />1•'20' CONTRACTOR TO ASSUME ALL EXISTING UTILITIES ARE AT MINIMUM DEPTHS, <br />a, UNLESS OTHERWISE NOTED. POTHOLE TO DETERMINE EXACT DEPTHS AND <br />LOCATIONS. SHOULD CONFLICTS ARISE IN THE FIELD, NOTIFY THE ENGINEEF <br />IMMEDIATELY SO THE EXISTING FACILITY CAN BE RELOCATED. WATER & GAS <br />MAINS ARE TO HAVE BEEN RELOCATED PRIOR TO CONSTRUCTION OF THESE <br />IMPROVEMENTS. <br />DATE CHECKED DATE SUBMITTED <br />433 LF 36" R(3! CL --N S=0.0025 <br />10+00 <br />DESCRIPTION DATE j AGEN. DATE GCW <br />FL 26.6(LT)-/ F <br />STA. 12+09.64 <br />CONST. SADDLE <br />TYPE SDMH <br />CO. <br />STD. DWG. <br />D-18 <br />FL= <br />25.24 12"(IN) <br />FL= <br />24.76 30" <br />IN <br />FL= <br />24.76 36" <br />OUT) <br />UE <br />G.C. WALLACE OF CALIFORNIA, INC. Engineers/Planners/Surveyors 2ELE RIVER PLAZA DR., SUITE 100, SACRAMENTO, CA 95833 TELEPHONE: (916) 286-7600 •FAX: (916) 286-7601 <br />EXIST. <br />GROUND <br />24 <br />20 <br />U, <br />12 <br />ARDELLE AVENUE <br />DEPARTMENT OF PUBLIC WORKS <br />SAN JOAOUIN COUNTY, CALIFORNIA <br />AS NOTED SHEET NO 16 <br />r SM/SH C'16 <br />JAM/DA STA 6+75 TO STA. 12+65 OF <br />30 SHE <br />TS <br />RDM 0 01 <br />)A,E:I, 21 24 PROJECT NO. <br />