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DBS FL EP <br />8: 4' <br />OG <br />4. 1 OR <br />F�A TTER 8% <br />SWALE <br />RIVER ROAD <br />(LEFT DRAINAGE SWALE) <br />"R" 10+20.00 TO 11 +50.00 <br />EP HP/DFS FL DBS <br />4' 4' 4' <br />OG <br />2:1 OR <br />SWALE FLATTER <br />RIVER ROAD <br />(RIGHT DRAINAGE SWALE) <br />"R" 14+50.00 TO 16+00.00 <br />BIOFILTRATION SWALE <br />I� <br />C <br />E <br />a <br />0 <br />0 <br />04 <br />N <br />ROCK SLOPE PROTECTI,.,. <br />0 <br />�IVIULI IUU U) <br />o <br />SURVEY <br />DATUM: <br />a <br />0 <br />Y <br />N <br />0 <br />7 L <br />1 <br />�cc <br />•, <br />i'o Fll_E Na. <br />cS 0 <br />DBS FL EP <br />4' 4' <br />_OG <br />8% <br />i <br />4:1 OR <br />FLATTER <br />SWALE <br />RIVER ROAD <br />(LEFT DRAINAGE SWALE) <br />"R" 11 + 50.00 TO 14+ 16.71 <br />EP HP FL DBS <br />4' 4' 4' <br />TOG <br />J <br />RETENTION SWALE - 4:1 OR <br />FLATTER <br />RIVER ROAD <br />(RIGHT RETENTION SWALE) <br />"R" 19+30.81 TO 30+32.50 <br />3' Min 2' Min <br />--- 8"0 DRAIN PIPE FROM <br />DECK DRAIN <br />(SEE STRUCTURE PLANS) <br />.00J <br />24" OCTAGONAL PILE <br />(SEE STRUCTURE PLANS) <br />r FIG <br />n��,r. I ECTION FABRIC <br />STRUCTURE DRAINAGE OUTLET <br />REVISION DESCRIPTION <br />A Clarify RSP Detail for Bridge Drain <br />/NUpdate Swale configurations <br />UAdd manufactured product details <br />DBS FL HP <br />4' 4' <br />-,TOG <br />a <br />2:1 OR <br />FLATTER <br />SWALE <br />RIVER ROAD <br />(LEFT DRAINAGE SWALE) <br />"R" 14+66.71 TO 16+5'_7.30 <br />l 5+44.z5 <br />DBS FL HP EP <br />OG 8 <br />— — 4:1 <br />4:1 OR-/ <br />FLATTER 2/AND — RETENTION <br />',/A.RIElc SWALE <br />RIVER ROAD <br />(LEFT RETENTION SWALE) <br />"R" 20+04.00 TO 23+26.00 <br />"R" 23+84.00 TO 2 T®2. i a <br />r i .76 TO 30+ 26.50 <br />DTPF12-HD8PiSZSA 12" PRECAST TRENCH DRAIN <br />PLYWOOD KEEPS <br />TRENCH CLEAN DURING <br />CONSTRUCTION <br />HEAVY DUTY LOAD <br />BEARING Z - FRAME <br />WITH BLACK POWDER <br />COATED FINISH <br />ULTRA SMOOTH PRECAST <br />FIBER REINFORCED <br />18 in O.C. POLYMER TRENCH BODY <br />TOP VIEW <br />21 3/16 in <br />l•� 14 1 /4 in .� <br />U12inINV. VARIES <br />J <br />SECTION A -A <br />SCALE 1:14 <br />TRENCH MATERIAL FIBER REINFORCED POLYMER <br />FRAME MATERIAL STEEL PER ASTM A-36 <br />FRAME COATING <br />BLACK POWDER COATING <br />ANCHOR STUDS <br />3" X 3/8" O <br />INSTALL DEVICE <br />RIGID STAMPED METAL FOR #4 BARS <br />LOAD RATING <br />HEAVY DUTY <br />SLOPE <br />0.5% TYP (CUSTOM SLOPE AVAILABLE) <br />BY <br />DATE <br />SCALE <br />PREPARED BY <br />DF <br />10/30/1 <br />NO SCALE <br />HORIZONTAL <br />DRAWN: F. <br />DeMARCO <br />DF <br />10/30/1 <br />VERTICAL: <br />R. <br />GIBBON <br />DESIGNED: <br />0 1 2 <br />DF <br />6/19/2 <br />I I I I <br />CHECKED: K. <br />OAKS <br />INCHES <br />0 10 20 30 40 5o <br />I I I I I <br />APPROVED: T. <br />BARNARD <br />— <br />MILLIMETERS <br />DATE <br />il• <br />09-29-16 <br />2" FEMALE RECEIVING FLANGE -- <br />ALLOWS FOR WATER TIGHT <br />SEALING OF JOINTS <br />3" LONG X %" 0 CONCRETE <br />ANCHORS @ 18" O.C. <br />RIGID METAL INSTALLATION <br />BRACKETS ACCEPT #4 REBAR <br />IDENTIFICATION LABEL <br />WITH FLOW DIRECTION NOTE: <br />ALL TRENCHES ARE FACTORY <br />ASSEMBLED AND READY FOR <br />SITE INSTALLATION <br />ISOMETRIC VIEW <br />98 in <br />------96in - <br />A <br />A SIDE VIEW <br />STANDARD TOLERANCES <br />0=+/-0.25 <br />0.0 = +1-0 25 <br />0.00 = +/- 0 13 <br />Dupe Trench <br />manufactured by Eric'moo, <br />09-29-16 TECHNICAL SERVICES, INC. <br />2020 L STREET, SUITE 300 09_29_16 <br />SACRAMENTO, CA 95811 <br />09-29-16 T 916.414.5800 F 916.414.1557 <br />McHenry Ave Corridor Improvement Project <br />AS -BUILT <br />Resident Engineer - Mauricio Rivera, P.E. <br />Revisions By - 9/28/2021 <br />/I�i�I;.���`f1, rig♦ � • ri��+�1���������1 <br />ADAPTER FOR 18" CORRUGATED <br />HIGH DENSITY POLYETHYLENE <br />PIPE <br />A <br />OVERALL HEIGHT OF 84" <br />FOR PVC RISER SECTIONS <br />AND PVC DRAIN BASIN <br />BODY <br />r <br />6" WEEP HOLE CORED <br />INTO BOTTOM END CAP <br />GRAVEL OR SLURRY CEMENT BACKFILL MATERIAL <br />IN ACCORDANCE WITH CALTRANS SECTION 19 FOR <br />STRUCTURE BACKFILL <br />CLASS II PERMEABLE MATERIAL <br />IN ACCORDANCE WITH CALTRANS <br />SECTION 68-2.02F <br />RSP FABRIC -\ <br />114 <br />THIS PRINT DISCLOSES SUBJECT MAT -TER IN WHICH <br />DRAWN BY <br />NYLOPLAST HAS PROPRIETARY' RIGHTS. THE RECEIPT <br />OR POSSESSION OF THIS PRINT DOES NOT CONFER, <br />0ATE <br />TRANSFER, OR LICENSE THE USE OF THE DESIGN OR <br />574c Industrial Way N. <br />TECHNICAL INFORMATION SHOWN HEREIN <br />REVISED BY <br />Dallas, GA 30132 <br />REPRODUCTION OF THIS PRINT OR ANY INFORMATION <br />PH: 770-505-6575 <br />CONTAINED HEREIN, OR MANUFACTURE OF ANY <br />DATE <br />www.trenclidrain.net <br />ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS <br />IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN <br />PERMISSION FROM NYLOPLAST'. 62010 NYLOPL65T <br />DWG SWE <br />CO 8 <br />18" MIN <br />VARIABLE INVERT HEIGHTS AVAILABLE <br />ACCORDING TO PLANS/TAKE OFF <br />r <br />ADAPTER FOR 12' CORRUGATED <br />HIGH DENSITY POLYETHYLENE <br />PIPE WHEN SPECIFIED UNDER ROADWAY <br />36" RISER SECTION <br />36' DRAIN BASIN <br />PVC BODY <br />6' WIDE FOR <br />�- BACKFILL <br />MATERIAL <br />36' <br />NMH <br />MATERIAL <br />3130 VERONA AVE <br />BUFORD, GA 30518 <br />6-n-18 <br />N lI last` <br />PHN (770) 932-2443 <br />FAX teal 932-2480 <br />NMH <br />PROJECT NOJNAME <br />www.nyloplast-usxom <br />MCHENRY AVE CORRIDOR <br />TITLE <br />7-�18 <br />IMPROVEMENTS <br />3r DRAIN BASIN EQUIVALENT TO CALTRANS TYPE G2 INLET <br />A <br />SCALE NTS SHEET 1 OF 1 <br />DWG NO. x <br />REV A <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />McHENRY AVE CORRIDOR IMPROVEMENTS <br />DRAINAGE DETAILS <br />DRAWING <br />Q�tO SS/ <br />�� ••• ...• Fti <br />•.• <br />DD-2 <br />•� <br />RASHO J. UBSON <br />OF <br />c):f ; No. C70999 <br />* ;•Exp. 06-30-17•� <br />DD-2 <br />.CIV �;•••• <br />�91F Of CAUE����� <br />SHEET <br />50 OF 176 <br />FILE NO. <br />