Laserfiche WebLink
i e <br /> a <br /> e <br /> gGATE STEM 7 <br /> PIPE CLAMP S-7 STAFF GAGE <br /> off (NOTE 2) e <br /> MOUNTED TO <br /> GATE STEM AND L 6x4xY4 <br /> rn FINAL OIL-FILLED PIPE 1 d <br /> GRADE ° REINF CONTINUOUS <br /> 0 o PVC TINUO , THROUGH JOINT,OR <br /> CONTINUOUS,STOP 1 1/2' <br /> RANDOM FILL <br /> I FROM TOP OF WALL o SPLICED AS SHOWN <br /> ° VENT PIPE 311 e ° WATERSTOP <br /> DIA VARIES °o- <br /> 1 3 ///// °d I (NOTE 3) /i a ° 2'KEY,CONT V_0` °d <br /> a a LONG O Z-W OC a <br /> .w ° EXISTING --�-- ---- - <br /> �j a GROUND ° ° d <br /> •O SURFACE ° %OF WATERSTOP e ° <br /> w 1 ° ° <br /> ——— �—— ——— • o I ° • ——— REINFORCEMENT ROUGHEN d d° <br /> ° <br /> ��� CONTINUOUS AND CLEAN ° ° d o <br /> I / THROUGH JOINT <br /> 52 <br /> ° <br /> TYPICAL DETAIL4111 <br /> d e ° ° <br /> ° <br /> CONSTRUCTION JOINT <br /> 1'�' 94 SnRRUP!lr NOT TO SCALE <br /> TYPICAL DETAIL <br /> a WALL TO SLAB CONSTRUCTION JOINT <br /> ® NOT TO SCALE <br /> W o SECTION A <br /> = GATE STEM SUPPORT BEAMLu <br /> C 1 <br /> NOT TO SCALE <br /> m <br /> #5 IN EACH LAYER OF <br /> REINFORCEMENT <br /> FOR OPENINGS <br /> LAST TWO DIGITS LARGER THAN r DIA <br /> OF ELEVATION <br /> e 1'TALL NUMBERS <br /> (TYP) 0.T TYP <br /> c6 FASTEN STAFF <br /> �i GATE STEM GAGE TO ANGLE <br /> SUPPORT SEAM 3 <br /> • • G11LV 3 <br /> L 6x4x114 ANGLE °P <br /> ° ° NG ADD 1-ASxRP' EA IL AT <br /> EACH CORNEER FOROR EACH <br /> a LAYER OF REINFORCEMENT <br /> " • �° 7-0'(TVP) OPENING 7-0' <br /> >< <br /> DRILL AND INSTALL <br /> • • 1/IO WEDGE ANCHORS (TYPO <br /> c •°e - ° _ - • 1--r EMBED MIN 4 <br /> a <br /> 71W DIA.CLEARANCE ° a g ° <br /> e HOLES FOR 314'OUL <br /> BOLTS(3'LONG) ° <br /> DETAIL a ° <br /> y ° • ° ° a OPENING DLA <br /> OF eS IN EACH LAYER <br /> STAFF GAGE ° OF REINFORCEMENT <br /> NOT TO SCALE ° LAYER OF REINF FOR <br /> OPENINGS LARGER THAN r <br /> DETAIL TYPICAL DETAIL <br /> 3 ANGLE IRON INSTALLATION S OPENING REINFORCEMENT <br /> NOT TO SCALE NOT TO SCALE <br /> 3 <br /> t° <br /> 0 <br /> `s <br /> o. <br /> F <br /> U <br /> o <br /> e NOTE: <br /> N 1 STAFF GAGE STARTING ELEVATION TO BE <br /> v DETERMINED BY ENGINEER PRIOR TO <br /> a FABRICATION Attention• DeSA ned P.EGGERS <br /> 2 PIPE CLAMP TO BE INSTALLED PER o Checked C MASCHING TRI-DISTRICTS OVERLAND PONDS AND DWG NO <br /> MANUFACTURER'S RECOMMENDATIONS , , TREIBER INTERCONNECTS S'-7 <br /> Drawn S.MICKELL 4424 LAPORTE AVENUE <br /> ~ 3 VENT PIPE IS 7'ON INTERCONNECTS FROM POND FORT COLLINS,COLORADO 80526 <br /> GEIL* <br /> 2 TO TREIBER A AND TREIBER A TO TREIBER B If that scale bar A proved8 P EGGERS Consultants INTERCONNECT SHEET NO <br /> does not measure 2625 Redwng Street,Surte 370 VENT PIPE IS 5'ON INTERCONNECT FROM POND 2 1-then drewmg m 1 10/07/14 90%DESIGN REVIEW PJE <br /> TO POND not original scale Fort Collins,Colorado 80526 MISCELLANEOUS DETAILS fa of ie <br /> a NO. DATE ISSUE/REVISION APP A Approval Date 970-224-7342 GEI Project 1406040 <br />