Loading...
HomeMy WebLinkAboutSD-434-11SPECIFICATIONS CONCRETE STRENGTH 4000 P:Sl: AT 28 DAYS REINFORCING STEEL CONFORMS TO ASTM A185 -79 MANHOLE DESIGN SPECIFICAT70NS CONFORM TO ASTM C 487 -84 ONE POUR MONOLITHIC BASE BWSC STANDARD CA TCHBASIN FRAME AND GRATE 12 ". CUL TEC FLOW 15" O MANIFC INV. = 200.70 1 INV. = 200.10 INLET DETAIL NOT TO SCALE E & STOP OF GRADE TE INV. =202. PDMH #24 INVs IN= 198.55 INV OUT 198.45 PROPOSED CUL TEC - -- RECHARGER HD33D UNIT (TYP.) ACCESS MANHOLE INV IN= 200.18 IN Vs OUT = 200.10 15" RCP - (PWQI #15) CUL TEC 8" HOPE ESTANDARD UNIT L =4' Ili9�.01ir,101 �/ 15 11 OUTLET DETAIL MANIFOLD NOT TO SCALE INV. = VARIES SEE INFILTRATION SYSTEM DETAIL I .z ;.. HANDLE FOR 6«� 4 "0 PVC PIPE MIN. 75" REMOVABLE HIGH w 14" CAP INLET TEE VARIES STORMCE TOR SEE NOTE 2 INSERT 4 "0 PVC PIPE CLE ANOUT /VENT PIPE ORIFICE PLATE ir, I " ,'0 OUTLET AND HOOD 1 + * o RISER PIPE 12 "0 INLET DOWN PIPE <a 60 " \pmin. 4 "0 OUTLET (REMOVABLE) RISER PIPE ** IF +} + NEEDED 8„ o 270 INLET DOWN 8� PIPE (12.5 "x14" ELLIPSE) �� SECTION THRU CHAMBER SECTION THRU PLAN VIEW .1 7H USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED AT THE OUTLET WHERE APPLICABLE 2, THE COVER SHOULD BE POSITIONED OVER THE 472 CLEANOUT /VENT PIPE 3. THE 5TORMCEPTOR SYSTEM IS PROTECTED BY ONE OR MORE OFF THE FOLLOWING US PATENTS: #4985148, #5498331, #5725760, #5753115, #5849181. 4. CONTRACTOR TO PROVIDE CRANE TO SET UNIT (HEAVIEST SECTION WEIGHS 5000 LB) 5 UNIT MANUFACTURED BY CSR, 712 BROADWAY, SUITE 612, KANSAS CITY, MO 64105. )i Precast Concrete Stormceptor (450 US Galion Capacity) r 1tv 15" HOPE MANIFOLD L =55'f S =.020 8" HOPE (TYP.) PDMH #23 INV IN= 20250 FINISHED GRADE VARIES EROSION CONTROL FROM 204.5 TO 205.0 0 O 3 "MIN. CUL TEC RECNARGER 330HD N FILTER FABRIC MIRAFI 0k, e° ° �fJ ° o Q3 14ON TO ENCLOSE Q, 12 " MIN. ENTIRE FACILITY 2' -6" 8•" CONCRETE COLLAR 4 7OP EL= 202:60 `° �� �� °` � �^ �_ ° o 8" HOPE OUTLET oo ° 0 ° µ $_MORTAR FILL = O � 00 I ° O Ln ° 0 o O o o OUTLET PIPE °O O O BOT EL =200.1 °° ° 0 00 LEVEL MASTIC GASKET ° °p 0000 ° °o °000moO S °pOg88o° �j STONE o_o ol"°o°0006"opOO j ? zi MATERIAL (ALL MANHOLE JOINTS) Le BARON OIL - DEBRIS STOP OR APPROVED EQUAL 1 <r 314" TO 1 112" o O EL= 182.60 PIPE (TYP.) TO' MIN. 70 UNITS WIDE 1.0' MIN. PROVIDE MINIMUM 2 FEET SEPARA77ON PRECAST CONCRETE BETWEEN THE BOTTOM OF THE 6 INCH W777­11N FIVE(5) FEET HORIZONTALLY OF THE PROPOSED LEACHING WASHED STONE LAYER AND THE FACILITY AND REPLACE WITH MATERIAL SPECIFIED IN SEC77ON TO CONFORM TO ASTM 15.255 (3) OF THE STATE ENVIRONMENTAL CODE, TITLE 5. q, C -478, CONC. OF 4000 PSI AT 28 DAYS EL= 182.00 W 6 S -0" 6" SCREENED 6' -0" GRAVEL WASHED STONE CATCH EL= 180.65 BASIN W7H OiLIGREASE TRAP 15" HDPE MANIFOLD !NV 200.10 L =725± S =0.00 55.3' (NOT TO SCALE) CUL TEC FLOW 15" O MANIFC INV. = 200.70 1 INV. = 200.10 INLET DETAIL NOT TO SCALE E & STOP OF GRADE TE INV. =202. PDMH #24 INVs IN= 198.55 INV OUT 198.45 PROPOSED CUL TEC - -- RECHARGER HD33D UNIT (TYP.) ACCESS MANHOLE INV IN= 200.18 IN Vs OUT = 200.10 15" RCP - (PWQI #15) CUL TEC 8" HOPE ESTANDARD UNIT L =4' Ili9�.01ir,101 �/ 15 11 OUTLET DETAIL MANIFOLD NOT TO SCALE INV. = VARIES SEE INFILTRATION SYSTEM DETAIL I .z ;.. HANDLE FOR 6«� 4 "0 PVC PIPE MIN. 75" REMOVABLE HIGH w 14" CAP INLET TEE VARIES STORMCE TOR SEE NOTE 2 INSERT 4 "0 PVC PIPE CLE ANOUT /VENT PIPE ORIFICE PLATE ir, I " ,'0 OUTLET AND HOOD 1 + * o RISER PIPE 12 "0 INLET DOWN PIPE <a 60 " \pmin. 4 "0 OUTLET (REMOVABLE) RISER PIPE ** IF +} + NEEDED 8„ o 270 INLET DOWN 8� PIPE (12.5 "x14" ELLIPSE) �� SECTION THRU CHAMBER SECTION THRU PLAN VIEW .1 7H USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED AT THE OUTLET WHERE APPLICABLE 2, THE COVER SHOULD BE POSITIONED OVER THE 472 CLEANOUT /VENT PIPE 3. THE 5TORMCEPTOR SYSTEM IS PROTECTED BY ONE OR MORE OFF THE FOLLOWING US PATENTS: #4985148, #5498331, #5725760, #5753115, #5849181. 4. CONTRACTOR TO PROVIDE CRANE TO SET UNIT (HEAVIEST SECTION WEIGHS 5000 LB) 5 UNIT MANUFACTURED BY CSR, 712 BROADWAY, SUITE 612, KANSAS CITY, MO 64105. )i Precast Concrete Stormceptor (450 US Galion Capacity) r 1tv 15" HOPE MANIFOLD L =55'f S =.020 8" HOPE (TYP.) PDMH #23 INV IN= 20250 TO STANDARD CATCHBASIN GRATES - USE LEBARON FOUNDRY, INC. MODEL #L V2448 -7 INV OUT = 199.60 1 3/4" TO 1 112'" WASHED STONE TO SURROUND SYSTEM 6" OBSERVATION WELL WITH CAP (PERFORATED BELOW STONE) TYP. FINISHED GRADE VARIES EROSION CONTROL FROM 204.5 TO 205.0 6" OBSERVATION WELL WITH CAP O (PERFORATED BELOW STONE) TYP. CUL TEC RECNARGER 330HD UNIT (52 "Wx6.25'Lx30:5'H) FILTER FABRIC MIRAFI 0k, e° ° �fJ ° o Q3 14ON TO ENCLOSE Q, 12 " MIN. ENTIRE FACILITY ° 96" MAX. 4 7OP EL= 202:60 `° �� �� °` � �^ �_ ° o 8" HOPE OUTLET oo ° 0 ° 0 0 °o o PIPE (TYP.) 0 = O � 00 ° 0 0 O O ° O Ln ° 0 o O o o O °O O O BOT EL =200.1 °° ° 0 00 LEVEL o 0, ° °p 0000 ° °o °000moO S °pOg88o° °O�o °_o oo °o OOO °8o °o00°�o°O pO° 'tp STONE o_o ol"°o°0006"opOO °° ° a°ooO OO °� °o ° o °o °o 80' 1 314" TO 1 112" E. S H: GW. =197.61- O EL= 182.60 PIPE (TYP.) TO' MIN. 70 UNITS WIDE 1.0' MIN. PROVIDE MINIMUM 2 FEET SEPARA77ON REMOVE ALL TOPSOIL, SUBSOIL AND OTHER IMPERVIOUS LAYERS BETWEEN THE BOTTOM OF THE 6 INCH W777­11N FIVE(5) FEET HORIZONTALLY OF THE PROPOSED LEACHING WASHED STONE LAYER AND THE FACILITY AND REPLACE WITH MATERIAL SPECIFIED IN SEC77ON SEASONAL HIGH GROUNDWATER TABLE 15.255 (3) OF THE STATE ENVIRONMENTAL CODE, TITLE 5. EL= 182.00 W 314" TO 1 112" FOUNDATION PLANTING WASHED STONE (tom. EL= 180.65 15" HDPE MANIFOLD !NV 200.10 L =725± S =0.00 55.3' TO STANDARD CATCHBASIN GRATES - USE LEBARON FOUNDRY, INC. MODEL #L V2448 -7 INV OUT = 199.60 1 3/4" TO 1 112'" WASHED STONE TO SURROUND SYSTEM 6" OBSERVATION WELL WITH CAP (PERFORATED BELOW STONE) TYP. PDMH #22 'INV IN =200.18 PROPOSED SUBSURFACE INFILTRATION SYSTEM NV OUT = 200.10 (NOT TO SCALE) 15" RCP (PWQ! #16) (C4000 DOUBLE NET FINISHED GRADE VARIES EROSION CONTROL FROM 204.5 TO 205.0 6" OBSERVATION WELL WITH CAP (PERFORATED BELOW STONE) TYP. CUL TEC RECNARGER 330HD UNIT (52 "Wx6.25'Lx30:5'H) FILTER FABRIC MIRAFI 0k, e° ° �fJ ° o Q3 14ON TO ENCLOSE Q, 12 " MIN. ENTIRE FACILITY ° 96" MAX. 4 7OP EL= 202:60 `° �� �� °` � �^ �_ ° o 8" HOPE OUTLET oo ° 0 ° 0 0 °o o PIPE (TYP.) 0 = O � 00 ° 0 0 O O ° O Ln ° 0 o O o o O °O O O BOT EL =200.1 °° ° 0 00 LEVEL o 0, ° °p 0000 ° °o °000moO S °pOg88o° °O�o °_o oo °o OOO °8o °o00°�o°O pO° 'tp STONE o_o ol"°o°0006"opOO °° ° a°ooO OO °� °o ° o °o °o 80' 1 314" TO 1 112" E. S H: GW. =197.61- 8" HDPE INLET WASHED STONE EL= 182.60 PIPE (TYP.) TO' MIN. 70 UNITS WIDE 1.0' MIN. PROVIDE MINIMUM 2 FEET SEPARA77ON REMOVE ALL TOPSOIL, SUBSOIL AND OTHER IMPERVIOUS LAYERS BETWEEN THE BOTTOM OF THE 6 INCH W777­11N FIVE(5) FEET HORIZONTALLY OF THE PROPOSED LEACHING WASHED STONE LAYER AND THE FACILITY AND REPLACE WITH MATERIAL SPECIFIED IN SEC77ON SEASONAL HIGH GROUNDWATER TABLE 15.255 (3) OF THE STATE ENVIRONMENTAL CODE, TITLE 5. PDMH #22 'INV IN =200.18 PROPOSED SUBSURFACE INFILTRATION SYSTEM NV OUT = 200.10 (NOT TO SCALE) 15" RCP (PWQ! #16) (C4000 DOUBLE NET I�.,l Ia>. W a & -lwa liI I I is d T W - 7 1/4" 1-2 g 24 " 24" OUTLET PtPE v SECTION A -A SPECIFICA T10NS CONCRETE STRENGTH 4000 P.S.L AT 28 DAYS REINFORCING - STEEL CONFORMS TO ASTM A185-79 MANHOLE DESIGN SPECIFICATIONS CONFORM TO ASTMC 487 -84 N ONE POUR MONOLITHIC BASE I ADJUST GRADE WITH COURSES OF BRICK NOMINAL CONCRETE BLOCK SIZE: HEIGHT, 4" TO 8" WIDTH, 8" LENGTH, 8- TO 16 SET IN FULL BED OF MORTAR OUTLET 2 CPIPE i PVC TEE OR APPROVED EQUAL ro SECTION 9 -B PROPOSED GRADE EXISTING GRADE 3 7 �{ EXTEND EROSION CONTROL BLANKET 5' -0" BEYOND TOE OF SLOPE REWSIONS 2 415106 INFILTRATION SYSTEM BJM I RPO 1 2114106 INFILTRATION TRENCH DETAILS BJM RPO AND LEVEL SPREADER DWG: No. 4512DET NO, DATE DESCRIPTION BY CHK'D EXTEND EROSION _ CONTROL BLANKET 3' -0" BEYOND CREST ! 1 I T 8'HDPE' 9_ =1 (TYP OF', 7) I'- g 75" RCP RIPRAP INLET SPLASH PAD LEVEL' SPREADER DETAIL -A (NOT TO SCALE) DETAILS DEFINITIVE SUBDIVISION PLAN PINE MEADO W FARM s " °F `°� LOCATED IN AiG TTJR. LEXINGTON,. MASSACHUSETTS' WAITT, JR. No sans (MIDDLESEX COUNTY) F STEAD PREPARED FOR JMG DEVELOPMENT h SCALE: 1 "= 40' DATE: FEBRUARY 2, 2006 M E R I D I A N ASSOCIATES, INC. 152 CONANT STREET 69 MILK STREET, SUITE 302 BEVERLY, MASSACHUSETTS 01915 WESTBOROUGH, MASSACHUSETTS 01581 TELEPHONE: (978) 299-0447 TELEPHONE: (508) 877 -7030 W W W.MERfDIANASSOC.COM SHEET No. 11 OF 16 PROJECT No. 4512 C.py,ig fit ©'by Meridian Associates, Inc. AlhigbN reseh�ti EROSION CONTROL BLANKET) B LEVEL SPREADER (NOT TO SCALE) 80' EL= 182.60 EL= 182:50 EL= 182.00 314" TO 1 112" FOUNDATION PLANTING WASHED STONE (tom. EL= 180.65 2.0' EL= 180.55 85: a SLOPE VARIES EL= 180.00 PROPOSED 0111=111- " % -11 PROPOSED GRADE P� HOU$E 2.0 Co ° �oOo 00 0 00 °0 °o %%0°$800 °000000 10 8•'HDPE FOUNDATION pox 00 8 O oo °oa °00 000° 10000 No.-MA 'O 0°°°080 °°° I 1.6' LEVEL SPREADER DETAIL -B (TYP OF 7) _oao p000$° ��0 --- - (NOT TO SCALE) SLOPE 118" PER 1' MIN. REMOVE ALL TOPSOIL, SUBSOIL AND 6.0" OTHER IMPERVIOUS LAYERS (A &B) AS REQUIRED AND REPLACE WITH IMPERVIOUS BARRIER SUITABLE ONSITE MATERIAL. (SEE NOTE * *) NOTE C4000' DOUBLE USE RUFCO 4000E (40MIL) MEMBRANE BY RAVEN INDUSTRIES OF SIOUX SOUTH DAKOTA, NET EROSION DISTRIBUTED BY IENNIAN ENTERPRISES OF MELROSE, MASSACHUSETTS. OR EQUAL. CONTROL BLANKET I�.,l Ia>. W a & -lwa liI I I is d T W - 7 1/4" 1-2 g 24 " 24" OUTLET PtPE v SECTION A -A SPECIFICA T10NS CONCRETE STRENGTH 4000 P.S.L AT 28 DAYS REINFORCING - STEEL CONFORMS TO ASTM A185-79 MANHOLE DESIGN SPECIFICATIONS CONFORM TO ASTMC 487 -84 N ONE POUR MONOLITHIC BASE I ADJUST GRADE WITH COURSES OF BRICK NOMINAL CONCRETE BLOCK SIZE: HEIGHT, 4" TO 8" WIDTH, 8" LENGTH, 8- TO 16 SET IN FULL BED OF MORTAR OUTLET 2 CPIPE i PVC TEE OR APPROVED EQUAL ro SECTION 9 -B PROPOSED GRADE EXISTING GRADE 3 7 �{ EXTEND EROSION CONTROL BLANKET 5' -0" BEYOND TOE OF SLOPE REWSIONS 2 415106 INFILTRATION SYSTEM BJM I RPO 1 2114106 INFILTRATION TRENCH DETAILS BJM RPO AND LEVEL SPREADER DWG: No. 4512DET NO, DATE DESCRIPTION BY CHK'D EXTEND EROSION _ CONTROL BLANKET 3' -0" BEYOND CREST ! 1 I T 8'HDPE' 9_ =1 (TYP OF', 7) I'- g 75" RCP RIPRAP INLET SPLASH PAD LEVEL' SPREADER DETAIL -A (NOT TO SCALE) DETAILS DEFINITIVE SUBDIVISION PLAN PINE MEADO W FARM s " °F `°� LOCATED IN AiG TTJR. LEXINGTON,. MASSACHUSETTS' WAITT, JR. No sans (MIDDLESEX COUNTY) F STEAD PREPARED FOR JMG DEVELOPMENT h SCALE: 1 "= 40' DATE: FEBRUARY 2, 2006 M E R I D I A N ASSOCIATES, INC. 152 CONANT STREET 69 MILK STREET, SUITE 302 BEVERLY, MASSACHUSETTS 01915 WESTBOROUGH, MASSACHUSETTS 01581 TELEPHONE: (978) 299-0447 TELEPHONE: (508) 877 -7030 W W W.MERfDIANASSOC.COM SHEET No. 11 OF 16 PROJECT No. 4512 C.py,ig fit ©'by Meridian Associates, Inc. AlhigbN reseh�ti