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HomeMy WebLinkAboutDecision 4058 - P - C-8 Site Details Sheet 4SET RIM IN - MORTAR BED 7 1/2" DIA. INLET -RIM AND COVER TO BE TYPE LA206 AS MANUFACTURED BY LEBARON FOUNDRY INC. OR APPROVED EQUAL -CONCRETE BRICK OR SOLID 20" 10 RING RISER SECTION INV.= 12.95 (OUT) -- T I INV.= 13.20 (IN) 18" DIA. COVER --+n3 � - 1. DIST. BOX TO - I WITHSTAND H-20 Fl LOADING 4" 2. FIRST TWO FEET 9-5" DIA. OUTLETS OF PIPE OUT OF m I I FROM SEPTIC TANK `Lp DIST. BOX TO BE 4" PVC PIPE TO 1 LAID LEVEL LEACHING AREA I 3. RECOMMENDED PLAN I I S=0.005 8" + - ROTONDOMANUFACTURER- MIN. OR —SIDE INLET AFTER FLAT 6 4 APPROVED EQUAL 4 NO OF OUTLETS: 9 MANHOLE FRAME AND COVER - TO BE LeBARON FOUNDRY TYPE OR APPROVED HETO BEBOUHTOFINISSD GRADE 24"—SOLID BLOCK OR RINGS 24" ISIDE INSIDI IA. DIA. =r -4"x4" PVC TEE `01 z s ■ SEAL (TYP.) DISTRIBUTION 60X OR GREASE TRAP OR PUMP CHAMBER n SAATERTIGHT GROUT z WATERT GHT CASKETRTGOUSEAL P.) 7- GAS BAFFLE =i o � J o� e I Y 3/4" CRUSHED STONE OR GRAVEL BASE COMPACTED SUBGRADE SECTION NOTES: • STRUCTURE TO BE MODEL ST5X10-15 MANUFACTURED BY ROTONDO & SONSJNC. OR APPROVED EQUAL • CONCRETE MINIMUM STRENGTH • 5000 PSI AT 28 DAYS • STEEL REINFORCEMENT : ASTM A-615-79 GRADE 60 1" MIN. COVER • DESIGN LOADING • AASHTO HS20-44 INCLUDING CONSIDERATION FOR NIMMC4TYATONASOQIDS • CONCENTRATED :1S5OL GLLONAT ACCESS. • CONSTRUCTION JOINT(S : SEALED WITH 1 DIA. BUTYL RUBBER OR EQUIVALENT. • REMOVE CONCRETE COVERS WHEN USING RISERS WITH MH COVERS - XX TYPICAL 1500 GAL. SEPTIC TANK SCALE: N.T.S. SEWSEP-008 2-2-06 NOTE: SOIL OBSERVATION LOGS AND PERCULATION TEST PERFORMED BY BSC GROUP AND WITNESSED BY TOWN OF YARMOUTH ON 12-21-05 XX SOIL OBSERVATION LOGSIPERCULATION TESTS 4-4-06 SIDE NEW 5.THE COVER ON THE SPECIFICATIONS: D -BOX IS TO BE REMOVED PRIOR TO CONCRETE MINIMUM STRENGTH - 4,000 P.S.I. 0 28 DAYS ATTACHING THE MANHOLE RISER STEEL REINFORCEMENT - ASTM A-615 GRADE 60, 1" MIN. COVER XX PRECAST DISTRIBUTION BOX DB -9 SCALE: N.T.S. SEWSEP-030 09-18-97 GRADE `t 10 2'-0" - TRENCH WIDTH 1'-0" MIN. LAWN TRENCH & 4" PERF. PVC PIPE $O O �O 12>C> 00 0 0 6'-0" (MIN.) OBSERVATION PORT SEE DETAIL '4" PVC VENT STACK MRH GOOSENECK 0 BETWEEN Li XX)UKAVIIT UI SCALE: N.T.S. TZIM 4" SOLI) PVC 5-0.005 MIN. TO SOL ABSOF OUTLET LINESFOR A MINIMUM 2' of LENGTH. 2'-0" - CONC. DONUT MANHOLE COVER -IV RISER I`' 18Y MANHOLE FRAME& COVER TO BE TYPE LA188-D00 AS MANUFACTURED BY LEMON FOUNDARY INC. OR APPROVED EQUAL ADJUST TO TO GRADE WITH BRICK SET IN FULL MORTAR BED OR PRECAST CONCRETE RINGS, NAX 12' ADJUSTMENT ,-1B' ID. PRECAST CONC. RISER AS REO. 24"0 PRECAST DONM I' OVER FIELD C THICK 4000 PSI CONIC. W/WW'F 14'0 OBSERVAMN HOLE IN CTR. kra- OBSERVATION PORT SCALE: N.T.S. 4-4-06 v a USGS 31 I 18 (+1.5') I I o OiSSHEENJ GW ELEV N ❑ ISSUED rRJ l CONSTRUCTION L N Z U W N N ISI ¢` W I�I4 li a a t>Kf 6 UI E CO [KyI I I WLL W 0 � Lu O07 0 BETWEEN Li XX)UKAVIIT UI SCALE: N.T.S. TZIM 4" SOLI) PVC 5-0.005 MIN. TO SOL ABSOF OUTLET LINESFOR A MINIMUM 2' of LENGTH. 2'-0" - CONC. DONUT MANHOLE COVER -IV RISER I`' 18Y MANHOLE FRAME& COVER TO BE TYPE LA188-D00 AS MANUFACTURED BY LEMON FOUNDARY INC. OR APPROVED EQUAL ADJUST TO TO GRADE WITH BRICK SET IN FULL MORTAR BED OR PRECAST CONCRETE RINGS, NAX 12' ADJUSTMENT ,-1B' ID. PRECAST CONC. RISER AS REO. 24"0 PRECAST DONM I' OVER FIELD C THICK 4000 PSI CONIC. W/WW'F 14'0 OBSERVAMN HOLE IN CTR. kra- OBSERVATION PORT SCALE: N.T.S. 4-4-06 PREPARED FOR: Z a o MIRAFI 140N CL TRENCH & 4" p i FILTER FABRIC PERF. PVC PIPE -FILTER FABRIC O0 P. d FILL IN ACCORDANCE 0 8 oV oo 8 0 O -4 O O X1/8 0 TO 1/2 WITH 6" MIN. o 0 PEA STONE 310CMR 15.255(3) goo o A F� AS REQUIRED bio" 3/4" TO 1 1/2" RESERVE AREA o0 0 80 00 O DOUBLE WASHED BETWEEN TRENCHES o00 00 STONE (NP) o o BOT. ELEVA 1.1 GRAVITY LEACHING TRENCH SECTION (20 X 21 XX SCALE: N.T.S. 9,996 S.F. RETAIL BLDG. BUILDING SEWER XX PROFILE SCALE: N.T.S. 72 2 TRENCHES AT 8'-0" O.C. BY 68 FT LONG NOTE: REMOVE "A" LAYER (TOP SOIL) AND "B" LAYER (SUB SOIL) BETWEEN AND 5 FEET BEYOND TRENCHES IF THEY EXTEND BELOW THE PERF. PIPE INVERT. 13.13 % 15.5 / I -INV. 12.92 ry 1% 4' 4" PERF. PIPE 0 0.5% INV. 12.92 INV. 13.09 INV. 13.38 D -BOX OT. 11'42 LEACHING SEPTIC 4" SOLID PVC FROM D -BOX TO TRENCHES TANK LEACHING TRENCHES. OUTLET LINES SHALL BE LEVEL FOR FIRST 2' MIN. 4 ADJUSTED USGS GW ELEV. (+1.5') 6.1'±_LV OBSERVED GW ELEV.4.6±"7 - OBSERVATION PORT 6± 4" PVC VENT 12.60 11.10 4-20-06 GOOSENECK VENT PIPE GND 16.2± 12.5± ` ±6.1' v a USGS c (+1.5') 0 •N OBSERVED GW ELEV BID/PRICING ❑ ISSUED rRJ l CONSTRUCTION L Cl) Fla Z PREPARED FOR: Z a o MIRAFI 140N CL TRENCH & 4" p i FILTER FABRIC PERF. PVC PIPE -FILTER FABRIC O0 P. d FILL IN ACCORDANCE 0 8 oV oo 8 0 O -4 O O X1/8 0 TO 1/2 WITH 6" MIN. o 0 PEA STONE 310CMR 15.255(3) goo o A F� AS REQUIRED bio" 3/4" TO 1 1/2" RESERVE AREA o0 0 80 00 O DOUBLE WASHED BETWEEN TRENCHES o00 00 STONE (NP) o o BOT. ELEVA 1.1 GRAVITY LEACHING TRENCH SECTION (20 X 21 XX SCALE: N.T.S. 9,996 S.F. RETAIL BLDG. BUILDING SEWER XX PROFILE SCALE: N.T.S. 72 2 TRENCHES AT 8'-0" O.C. BY 68 FT LONG NOTE: REMOVE "A" LAYER (TOP SOIL) AND "B" LAYER (SUB SOIL) BETWEEN AND 5 FEET BEYOND TRENCHES IF THEY EXTEND BELOW THE PERF. PIPE INVERT. 13.13 % 15.5 / I -INV. 12.92 ry 1% 4' 4" PERF. PIPE 0 0.5% INV. 12.92 INV. 13.09 INV. 13.38 D -BOX OT. 11'42 LEACHING SEPTIC 4" SOLID PVC FROM D -BOX TO TRENCHES TANK LEACHING TRENCHES. OUTLET LINES SHALL BE LEVEL FOR FIRST 2' MIN. 4 ADJUSTED USGS GW ELEV. (+1.5') 6.1'±_LV OBSERVED GW ELEV.4.6±"7 - OBSERVATION PORT 6± 4" PVC VENT 12.60 11.10 4-20-06 GOOSENECK VENT PIPE GND 16.2± 12.5± ` ±6.1' 6 USGS GW ELEV. (+1.5') f4.6' OBSERVED GW ELEV BID/PRICING ❑ ISSUED FOR CONSTRUCTION L Cl) Fla 1= U W N N ¢` W I -V9 ;" a a o UI E CO ' N F..N f` W 0 � Lu O07 3 O 3 •a C o U =E C= LU CLL I.- Q W _ ® 0- _ Co O E! Q p O H C U= C C NQ N IR O m 0 UD2 to aUrD N � w W to j I.J F�j, O O �.�..� cLl I I z PREPARED FOR: Z a o MIRAFI 140N CL TRENCH & 4" p i FILTER FABRIC PERF. PVC PIPE -FILTER FABRIC O0 P. d FILL IN ACCORDANCE 0 8 oV oo 8 0 O -4 O O X1/8 0 TO 1/2 WITH 6" MIN. o 0 PEA STONE 310CMR 15.255(3) goo o A F� AS REQUIRED bio" 3/4" TO 1 1/2" RESERVE AREA o0 0 80 00 O DOUBLE WASHED BETWEEN TRENCHES o00 00 STONE (NP) o o BOT. ELEVA 1.1 GRAVITY LEACHING TRENCH SECTION (20 X 21 XX SCALE: N.T.S. 9,996 S.F. RETAIL BLDG. BUILDING SEWER XX PROFILE SCALE: N.T.S. 72 2 TRENCHES AT 8'-0" O.C. BY 68 FT LONG NOTE: REMOVE "A" LAYER (TOP SOIL) AND "B" LAYER (SUB SOIL) BETWEEN AND 5 FEET BEYOND TRENCHES IF THEY EXTEND BELOW THE PERF. PIPE INVERT. 13.13 % 15.5 / I -INV. 12.92 ry 1% 4' 4" PERF. PIPE 0 0.5% INV. 12.92 INV. 13.09 INV. 13.38 D -BOX OT. 11'42 LEACHING SEPTIC 4" SOLID PVC FROM D -BOX TO TRENCHES TANK LEACHING TRENCHES. OUTLET LINES SHALL BE LEVEL FOR FIRST 2' MIN. 4 ADJUSTED USGS GW ELEV. (+1.5') 6.1'±_LV OBSERVED GW ELEV.4.6±"7 - OBSERVATION PORT 6± 4" PVC VENT 12.60 11.10 4-20-06 GOOSENECK VENT PIPE GND 16.2± 12.5± ` ±6.1' ADJUSTED USGS GW ELEV. (+1.5') f4.6' OBSERVED GW ELEV BID/PRICING SEAL ® NOT FOR CONSTRUCTION ❑ ISSUED FOR REVIEW ® ISSUED FOR PERMIT ❑ ISSUED FOR BID/PRICING ❑ ISSUED FOR CONSTRUCTION 4-20-06 LIAVIDA. FLANAGAN CIVIL Copyright ©2000 by Carter &Burgess, Inc. PREPARED BY: DRAWN BY: RGP CHECKED BY: DAF MD SCALE: V O DATE: 2/3/200 L Cl) Fla m ®x U W N N ¢` W I -V9 ;" 0T s =a N UI E CO ' N F..N f` W 0 � Lu O07 DOE DDD 3 •a C Ill ErQX 'j LU CLL I.- Q liAts� _ ® C o lY, O OO Co Co Q C OT -5 a LL O N lU W J C U= C C NQ N IR O m 0 UD2 to aUrD DESIGNED BY: SXS DRAWN BY: RGP CHECKED BY: DAF MD SCALE: N.T.S. DATE: 2/3/200 W W W Co _ Co _ J_ Co Co Q C/) J LU W CoLLJ O O �.�..� � Q Co CL >_ DRAWING NO. C=8 PROJECT NO. 305517