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z;J s <br />zz z w o? 30' RADIUS CURVED RETAINING WALL SEE DETAIL 2 <br />wZO owz <br />mFw ova <br />r <br />OW?? <br />WUK <br />8 2'-8" 40'-0" <br />3'-0" 15'- " 28 2'-8° <br />EL 11136. <br />EL 113fi. 3'-0° JJ 3J 3- <br />5 -5 <br />? <br />3w <br />a w ? J <br />0 3J <br />a <br />EL. 113.5 - <br />N <br />? <br />E. 11132.5 <br />z gr <br />UW Uw <br />?n ? in 3 <br />wDo W? <br />w m w m <br />Q ?Q <br />EL 11128.5 EL. 11128.5 <br />0 <br />RETAINING WALL DELETED FROM <br />CONTRACT BY CLIENT <br />EL. 11124.5 EL. 11124. 9 lit <br />---------------- ------------------------------------------------------------------- ------------------------- --------------- <br />L----------- ---------------------------------------------------------1----J L----1------------------------ ----------_j <br />-7 SECTION A <br />RETAINING WALL DELETED FROM <br />\ \ \\/ CONTRACT BY CLIENT <br />NO CAP REQUIRED RETAINING WALL DELETED FROM ®NTOPAOIFS BLL PINHOLES AND <br />/AA/A VA/AA/AA/A TDRAIIA E A ATE _-?-? CONTRACT BY CLIENT O <br />SLOTS FOR 3/4" PIN HOLES FOR <br />-? SETBACK WALL VERTICAL WALLS <br />IMPERVIOUS ° o CONSTRUCTION SPLITTING ROOVE <br />/ <br />VERSA- K STANDARD FILL 12" DEEP RIFLER WALL FOR H UNITS <br />MODULAR CON ETE UNITS © NOTE: SP ING GROOVE <br />RETAINING WALL DELETED FROM ° o ° o o NOTE: FOLLOW GEOGRID M ACTURER STRUCTIONS FOR n F FREESTANDING <br />CONTRACT BY CLIENT AT ABUTMENT, ALTERNATE FULL UNIT WITH HALF REINFORCEMENT CEMENT AT CUR AND CORNERS. LLS <br />SEE UNI Y OTHER COURSE. ° <br />IGHT <br />2. START AT FI OINTS AND WORK INTO MIDDL $ T?FACE • NING SLOT FOR <br />WALL MENT PART OF WALL CURVE -4" REESTANDING WALLS <br />ooeSTAIL " 3. DO NOT ATTACH VERSA-LOK U 0 OTHER DETAIL 2 O <br />SCALE. 3/4"=1'-D" C-04 STRUCTURES SCALE: 3/4"=1'-0° C-04 HOLE <br />3/4" ACK If VWII 1--F <br />OSYNTHETIC I FROM CLARIFIER OVERFLOW VERS UFF N <br />ENFORCEMENT AS PER U <br />PER MANUFACTURE'S 30" HOPE RECEIVING <br />= - <br />REQUIREMENTS 1-0., <br />m SLOT <br />30" FLANGE ADAPTERS O <br />LLJ: -1 I I- RETAINED WITH PPI BACKUP RINGS <br />BACKFILL <br />11,128'-0" RETAINING WALL DELETED FROM <br />D A AGGREGATE 30° HOPE CONTRACT BY CLIENT <br />THIC IN. -1-L Eli RETAINING WALL DELETED 45' ELBOW-? 0.48" <br />11 11-??1 CONTRACT BY CLIENVER -TUFF PIN DETAIL <br />\\/\ 30" HpPE WYE 30"X24" HOPE CONCENTRIC REDUCER <br />APPROXIMATE ERSA-LOK STANDARD UNIT/PINNING <br />EXCAVATION LINE 30" HOPE <br />24" HDPE DETAIL 6 <br />(PER OSHA) <br />SCALE: 3/4"=1'-O" C-04 <br />TO POND - - - FROM TRENCH DRAIN, SDP <br />COMPACTED REINFORCED 955% 9 OF OF L COURSES 30" F NGE ADAPTERS 24" FLANGE ADAPTERS 2 AS-BUILT PER MCI-WALL DELETED GWG 09/25/07 <br />MAXIMUM STANDARD REVISED DETAIL 5 HJB 9-19-06 <br />4" DIA DRAIN PIPE OUTLET PROCTOR DENSITY WITH PPI BACKUP RINGS WITH PPI BACKUP RINGS 0 ISSUED FOR CONSTRUCTION RLB 6/O1/D6 <br />A ISSUED FOR BID RLB 5/11/06 <br />-/,// @ END OF WALL OR ® 40 <br />II-I \\/ CENTERS MAX. SLOPE TO Q INVERT EL. 11,11NO REVISIONS BY DATE <br />=I I I DRAIN (1/8"/FT.) ° ° o o CLIMAX MOLYBDENUM <br />CLARIFIER OVERFLOW/SDP DRAIN ASubsidiary of Phelps Dodge Corporation <br />III-I IMPERVIOUS FILL NOTE: DETAIL 5 SLUDGE MANAGEMENT PROJECT <br />FOLLOW GE ID <br />? GRANULAR LEVELING MANUFACTURE INSTRUCTIONS SCALE: NOT TO SCALE C-04 <br />PAD 6" THICK MIN. p FOR REINFORCE T CIVIL -PIPELINE <br />PLACEMENT AT CU ES AND SEE 05018-C-04 FOR PIPNG PLAN ORIENTATION RETAINING WALL DETAILS <br />CORNERS. <br />INCDRPaRATED <br />PICAL SECTION -REINFORCED RETAINING WALL ODD COURSES DRAWING No. DRAWING TITLE ZY? <br />CORNER REFERENCE DRAWINGS CAD-o J BRYSON - <br />DETAIL DETAIL Q THIS DRAWING WAS PREPARED BY LYNTEK, ALL OF THE CKD. G.GERUTAT 0925NG N.0. V. <br />SCALE: 3/4"=1'-0" C-04 SCALE: 3/4"=1'-O" p-p4 INFORMATION CONTAINED THEREIN IS THE PROPERTY OF P.M. J.HARVEY 5-10-06 DRAWING N0. REV. <br />LYNTEK AND NO REPRODUCTION CAN BE MADE WITHOUT CLIENT <br />THE PROPER WRITTEN AUTHORIZATION OF LYNTEK. SCALE: (D)AS SHOWN 05018-c-10 2