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CLEANOUT WYE 1 ZONE A ZONE A NO JOINTS WITHIN 8' 13"X 34" PRECAST. CONC. � 10' MIN BOX W/STEEL H-20 HEAVY 10' WATER DUTY RATED TCOVER 4" BLIND FLANGE MAIN ��{ ARCHITECTS SCHEMATIC PLAN TRENCH ECAVATIO REMOVABLE - TOP OF GRADE WATERTIGHT 1 �' AC/CONC WHERE CONC. BOX W/STEEL c ; aT ..�, `3�< tr` 13" X 34" PRECAST. co ZONEC ,-n� SHOWN H-20 HEAVY DUTY CLEANOUT CAP F tr m RATED TRAFFIC COVER WATER 4' ZONE B FG WHERE SHOW X33 i1 PAVEMENT OR CONCRETE AND BASE /� MAIN ZONE [7 / / /'' This drawing is the property of MH Architects Any unauthorized use in part < %\/ / prohibitedor in e without written permission is ENCASE ELBOW IN %- , ao ao , : O '% PARALLEL CONSTRUCTION PERPENDICULAR CONSTRUCTION 0 00 o DoCDo 95% RC MIN Z Z % Kennedy/Jenks THRUST BLOCK a ' ' o �ooONO _ ,- po0po0 4" PEA GRAVEL r LINE SIZE PER PLANS oa °n p NOTES: ]�oQ�o�' '- op op op o Q 4 DQio oo m ODo 00 0 0� ECiO11SUft8cl slsrs BOX PLACED ON CONC. )°0c c,Ooo OooOo . 303 SECOND STREET.SUITE 900 SOUTH _ SAN FRANCISCO.CA 90107 BLOCKS OR BRICKS F, ' �� ` V-6" MIN 2 1. THE MINIMUM SEPARATION DISTANCES SET FORTH SHALL BE MEASURED FROM THE NEAREST OUTSIDE PHONE (415)243-2150 � 1 EDGE OF EACH PIPE. FAX (415)896-0999 4" PI\PEWITH 2. ALL CROSSINGS SHALL BE AT 90 DEG WHERE POSSIBLE. ` COMPANION FLANGES MF TRENCH BOX PLACED ON CONC BOTTOM OSEWER AND WATER MAINS: • ' <. • e ) 1 BLOCKS OR BRICKS EXCAVATION SHALL BE CONC. THRUST BLCK, ABOVE THIS LINE � 2 ZONE A: SEWER MAIN WILL NOT BE PERMITTED IN THIS ZONE. 12" MIN AREA CENTERED ON ZONE B/C: SPECIAL PERMISSION FROM THE COUNTY IS REQUIRED FOR SEWER MAIN INSTALLATION PIPE 2-45 DEG BENDS ZONE CID: NO CONNECTION JOINTS SHALL BE MADE WITHIN 8 HORIZONTAL FEET FROM THE WATER MAIN. REDUCER-LINE SIZE BY -- _ _ NOTE: O TRANSITION COUPLING 4° STORM WATER AND WATER MAINS: PIPE TYPE &SIZE AS D NOTES: CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING, AS REQUIRE SHOWN IN PLANS SHEETING OR OTHER MEANS OF MAINTAINING ZONE A: STORM MAIN WILL NOT BE PERMITTED IN THIS ZONE. SIZE AND MATERIAL OF CLEANOUT PIPING TRENCH STABILITY. ZONE B: PERMITTED LOCATION FOR STORM MAIN INSTALLATION. T„s°°C” NC°"PARArt° AND FITTINGS TO MATCH CONNECTING PIPE. ZONE C: SPECIAL PERMISSION FROM THE COUNTY IS REQUIRED FOR STORM MAIN INSTALLATION ""s'R°"`"'°`E'`"""r°"`"'s GRID ONTTYL"°T"E° ZONE C/D: NO CONNECTION JOINTS SHALL BE MADE WITHIN 8 HORIZONTAL FEET FROM THE WATER MAIN. °EKE""E°R„E"KSCONNU ANs FOR ANY I=I PRESSURE CLEANOUT DETAIL 1 GRAVITY CLEANOUT DETAIL 2 TYPICAL EXCAVATION OF PIPE PARALLEL TO FOOTING 3 WATER SEWER STORM SEPARATION STANDARDS 4 N.T.S. _ N.T.S. - N.T.S. - N.T.S. Q%OF ESS/�A/' AC AND CC PAVEMENT SUBGRADE QUO S2C2i 'r9( OAKUM, MINERAL WOOL BAT, GLASS FIBER �n SURFACE RESTORATION OR INSULATION, OR POLYURETHANE FOAM No. 1765 m IMPROVEMENT WHERE w REQUIRED ON THE TIGHTLY PACKED AROUND NUT AND BOLT SLOPE TRENCH DRAWINGS FG 95% RC MIN 1/2” POLYURETHANE SEALANT, 2 THREADS * EXp.6/30/19 PART COMPOUND SEE NOTES 1 &2 z AS REQUIRED SEE NOTES 1 &2qj �Q SHORING WHERE LINKSEAL MODEL C FOR METAL PIPES AND F OF CAUFO -7 N REQUIRED BACKFILL RELATIVE / TRENCH BACKFILL + a a SPECIFIED OTHERWISEMODEL L FOR PLASTIC TMPE PIPES UNLESS EXISTING GRADE COMPACTION a. 95% PAVED AREAS @ 12" w 92% UNPAVED AREAS _� STAINLESS STEEL 316 NUTS AND BOLTS N #4 TYP OF4 /. 77� T DETECTABLE WARNING U_ ❑ Z + TAPE Z O PIPELINE PIPE CASING w U` F- BEDDING SAND 90% Q - U 'v RELATIVE 'e` i w ,,, _-- WALL OR SLAB Imo- COMPACTION OR 1/2 % 5 o a "A" "A SACK CLSM ! DRYPACK "A ANCHOR COLLAR/WATER STOP INTEGRAL W/ WO_ Z ' SEE NOTES 1 & 2 SLEEVE PIPE .> NOTE: PIPE BARREL O.D / MODEL CS PVC SLEEVE FOR PIPE DIA< 24" LL O O e e � � 1. WHERE SHORING IS REQUIRED, "A" IS TO THE BACK OF SHORING. LL % / O END SEAL VARIES !' I, "' PENETRATION AT (N) WALL OR SLAB — END SEAL Z #4 @ 12" i• mF- TRENCH WIDTH SCHEDULE 6" MIN (TYP.) ZD LL NOTES: U) < PIPE I.D. "A" BEDDING SAND "A" CLSM 1) SEALANT, DRYPACK, AND OAKUM SHALL BE PROVIDED AT PENETRATIONS THROUGH WALLS RETAINING NOTES: *k p WATER. 1. SEE DETAIL 8/- FOR SEPARATION STANDARDS AND CASES WHERE CASING IS REQUIRED. <3" 5" MIN., 11" MAX. 4" MIN., 10" MAX. 2) SEALANT, DRYPACK, AND OAKUM SHALL BE OMITTED AT PENETRATIONS THROUGH WALLS SEPARATING 2. SEE DETAIL 11/- FOR ENCASING REQUIREMENTS. >3", <12" 10" MIN., 16" MAX. 6" MIN., 12" MAX. EARTH AND DRY SPACE. >12", <24" 12" MIN., 18" MAX. 6" MIN., 12" MAX. TRENCH SECTION DETAIL 5 PIPE ENCASEMENT DETAIL 6 PIPE PENETRATION USING LINKSEALS DETAIL 7 PIPE CASING DETAIL 8 N.T.S. N.T.S. N.T.S. N.T.S. CHAMFER 3/16" STEEL CD EDGES ALL F 7 PLATE MIN 1/2 AROUND SIZE TO SUITE ALTERNATIVE DESIGN FINISHED FOR MOUNTING _ - GRADE DISCONNECT SWITCHES, Q M STARTERS, ETC OR W _ MORE THAN ONE ITEM OF EQUIPMENT AT THE 6"X 7/16" DIAROUND OFF SAME LOCATION. ° ) , GALV ANCHOR CORNERS (TYP) r iv I �.-• I - Jam ... 1 . BOLTS (TYP 4) W :3 C� dCONTROL 4 X 5.4 STEEL 70 a 10 PANEL Z CHANNEL d7 2#4 REBAR • a '.J CROSS EACH O > Q OTHER AT 90 CONDUIT O Q 10" X 14" CONCRETE BASE DEG Q) LID (PROVIDE BASE FOR 1-1/4"TYP CLAMP v � 1 Oj STAND NOT ON CONCRETE Q a SLAB) 1" TYPU) U U N NOTE: 1/2 6" X X 1/2' O ++ 4 1"TYP STEELL PLATE HOT DIP GALV STAND AFTER ^7 - FABRICATION, DRILLING AND _ GROUT J '— O � LLL N WELDING. ALL MOUNTING J4��A= AFTER W (0 HARDWARE SHALL BE LEVELINGEN } LEVELING N GALV STEEL. NUT (TYP 4) COUPLING Y Q 3"X 7/16" DIA CAPSULE < BOLT WITH NUT& CONCRETE REV DATE Z WASHER(TYP 4) FRONT VIEW SIDE VIEW SLAB a PERMIT SUBMITTAL 1/2712017 W CONTROL PANEL INSTALLATION 9 Q p N.T.S. Q U 3 a n N �I E N to T L, to toto A 0I 0 0 0 0 N N O th Cl) O LL7 c�Oo Date: NOVEMBER 2017 oDrawn By: CL m Project No.: 1665033*02 Scale: I oN DETAILS th Cl) 0 Lo O CO SHEET NO.: a N to SS-8 O N_ Z