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HomeMy WebLinkAboutSW5210702_Plansheet - Misc. Detail_20210708 (17)F- o aN oo �z wo o- JJJ V z a JJJJJJJ >"' JJJJJJJJ) <o JJJ- IJJJ W JJ- IJJJ J W LL LL o JJJ-OIJJJ 18" SQUARE CONCRETE d z W W w w JJJ- IJJJ _ JJJJJJJJ ENCASEMENT U z D z U) U o? JJJJJJJJ (3000 P.S.I CONCRETE) V W (� U O U w m Wo= Z - ZW W(n�W w (7 Z>-(�HpaU �g W Q 2 W Z 3,000 P.S.I CONCRETE Z > Z U W U) O= w ::) -J ASPHALT OR z Q Q Z Q 9 CONCRETE AS TRAFFIC RATED CLEANOUT COVER FINISHED GRADE LLJJ O 0 Q Z_ _ w Wiz_ DETERMINED BY U Z Q Q O o m 2" ASPHALT OR CONCRETE Z U ~ CL TRAFFIC SURFACE z � C� U U� U <> Q z Q e% LU W J ow v , U -zm LJJ Woo o J z .0z I 4" SEWER CLEANOUT CAP moo o. SAND CUSHION — _ — — o 3000 P.S.I. CONCRETE 6" PVC ENCASEMENT PIPE TRAFFIC RATED CLEANOUT DETAIL REVISIONS DRAWN NOT TO SCALE REV DATE COMMENT Y CHECKED BY Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. FOR REVIEW PURPOSES ONLY im. �ffl f THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: NCR211056 LLJ DRAWN BY: SJK CHECKED BY: CEY DATE: 7/2/2021 CAD I.D.: CNDS-0 PROJECT: SITE IMPROVEMENT PLANS FOR GFD MANAGEMENT INC. LOUISBURG ANNEX LOUISBURG PLAZA RETAIL WAY FRANKLIN COUNTY LOUISBURG, INC 27549 BOHLER# BOHLER ENGINEERING NC, PLLC NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, INC 27612 Phone: (919)578-9000 NC@)3ohlerEng.com oFEss %0 SEAL -: 485 /21 SHEET TITLE: WATER + SEWER DETAILS SHEET NUMBER: C-903 le ORG. DATE - 6/23/2021 REVISIONS SYM. DESCRIPTION DATE BY — — MIN. EXCAVATED — — I=III TRENCH WIDTH I-1��111 III=1�1= I:� PIPE WIDTH + 12" IIIII J _J III II� � Y I�I� IIIII a NOTE: ( PIPE WIDTH 111 m BEDDING AND BACKFILL SHALL BE I� III a #57 OR #67 STONE. IIIII ilk � l� IIIYI w III IIIII J Z � III PIPE a I� III m 4" MIN. �I� IIIII BEDDING —I- -1 I I-11 I-1I I-1 I I-1-1I I-1 I I ... ... ... ... ... ... ... ... ... ... ... SANITARY SEWER MAIN TRENCH DETAIL N.T,S. NOTES: 1, BEDDING WITH STONE TO SPRING LINE FOR DEPTHS UP TO 12'. BACKFILL WITH STONE TO TOP OF PIPE FOR DEPTHS GREATER THAN 12'. 2. UNDER AREAS TO BE SEEDED OR SODDED, COMPACT SUCCEEDING LAYERS OF FINAL BACKFILL IN 12" LOOSE LIFTS TO 95� MAXIMUM DENSITY, 3. UNDER STRUCTURES, PAVEMENTS, AND ROAD SHOULDERS, COMPACT SUCCEEDING LAYERS OF FINAL BACKFILL IN 6" LOOSE LIFTS TO 95� MAXIMUM DENSITY EXCEPT COMPACT TOP 12" OF SUBGRADE TO 95 � MAXIMUM DENSITY FRANKLIN COUNTY PUBLIC UTILITIES DRAWING # SANITARY SEWER MAIN S-1 TRENCH DETAIL N O N 0 REVISIONS SYM, DESCRIPTION DATE BY 3" WIDE DETECTOR TAPE - 18" BURY III m I III �M U � III III a o W v U //10 SOLID COPPER WIRE, SPIRAL WRAPPED z_ AROUND PVC PIPE, NOT REQUIRED FOR DIP �' U W o J Z p PIPE Z u> a N III �z I UNDISTURBED SOIL PIPE WIDTH w zz AS REQUIRED � w 0 BELL D.D. + 12" MIN. m" BELL 0,0. + Z4' MAX, WATER MAIN TRENCH DETAILS TYPE 3 LAYING CONDITIONS NOTES: N.T,s, 1, LAYING CONDITIONS AS PER AWWA C600 AND C605 STANDARDS, 2, BEDDING MATERIAL SHALL BE 4" MINIMUM THICKNESS, LOOSE SOIL (DEFINED AS NATIVE SOIL EXCAVATED FROM THE TRENCH}, FREE FROM ROCKS AND SHALL PROVIDE UNIFORM � SUPPORT FOR THE FULL LENGTH OF PIPE. COMPACT TO 95% MAXIMUM DENSITY, � 3, INITIAL BACKFILL SHALL BE LIGHTLY CONSOLIDATED IN MAXIMUM 6" LOOSE LIFTS, COMPACTED TO 95% OF MAXIMUM DENSITY, W A; UNDER AREAS TO BE SEEDED OR SODDED, COMPACT SUCCEEDING LAYERS OF FINAL e BACKFILL IN 12' LOOSE LIFTS TO 85% MAXIMUM DENSITY, B; UNDER STRUCTURES, PAVEMENTS AND ROAD SHOULDERS, COMPACT SUCCEEDING LAYERS OF FINAL BACKFILL IN 6" LOOSE LIFTS TO 95% MAXIMUM DENSITY EXCEPT COMPACT TOP 12" $� OF SUBGRADE TO 98% MAXIMUM DENSITY, FRANKLIN COUNTY PUBLIC UTILITIES �� 4, PROVIDE �10 SOLID COPPER WIRE IN SUFFICIENT 3= �n LENGTH TO BE SPIRAL WRAPPED AROUND EACH SEPARATE RUN OF ALL BURIED PVC PIPING, AT DRAWING # VALVE BOXES, BRING WIRE TO WITHIN 6 IN. OF TOP OF BOX AND INSERT INTO BOX THROUGH STANDARD WATER MAIN DRILLED HOLE. NOT REQUIRED FOR DUCTILE IRON PIPE, W 1 TRENCH DETAIL 5, INSTALL 3' WIDE DETECTOR TAPE AT 18" DEPTH, TAPE SHALL HAVE MIDDLE FOIL LAYER,