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Home My WebLink About32-96.46E D F G H J K L M 1 2 3 4 2 "x4' POST NOTE: TO BE REMOVED UPON CONNECTION TEMP. EXTENSION ABOVE GROUND TO HOUSE. °'••o'. a : °••:° SSD •� a •.. o: e . �: ° • MAIN e•o 0 i- ••e e•o• ° •e•e 6 "x 6 "x 4" TEE TO INDIVIDUAL L= ON 0803 (FOR TETEEMP. ENCE POST \ SET FLUSH WITH FINISH GRADE EAST JORDAN CASTING 1-1570 OR EQUAL .•.......;.'.'.'o W �� a ... a.......> , , W R ' - Q Q •. J '.:. ..... . a v b:.'..'.'.'.. o WZ S" (n CONCRETE BASE 0 N Q a0 STONE > CAP 8 "x6 "x6" TEE DIREC11ON OF FLOW 24" SUBSURFACE DRAIN RISER DETAIL 11 C803 EARTH OR SIDEWALK SURFACE TOP OF CURB CONCRETE CURB PA YEMEN T SEE DEVELOPMENT PLAN FOR :-*:.:.o • ° " O.°•°.° O° O O LOCATIONS . e a PERFORATED PLASTIC PIPE .-0..*: O PER INDOT p :° • °i o 0.0"0., • N S SPECS #718.02 ° : ° e • O.e O• O. • 000. 0. O•o O ^ C #8 GRAVEL o;o• 1 .°.° z 00 T �;e° S • LOT CONNECTIONS ARE TO BE 0. •° STUBBED AND CAPPED 3' co BEYOND BACK OF CURB WITH 4" CURB BRANDED SS. 4" MIN MIN P- PE UNDERDRAIN 2 B C803 A 1 2 3 �9 4 5 5 •/ , e• •1 � �� 1' 1• 1 �Ir 6 0803 GRADE I (NEW OR EXISTING) L (MAnr (NEW OR E) MOSS R DETAIL GRADE YEW OR EXISTING) TYPICAL PITCH p ETAIL 7 WW I E )R EXISTING) SWALE UNDERDR AIN DETAIL (g) do TAPE -Rut-USED GRADE W EASEMENT LINE Z o, NOTE: TEMP EXTENSION ABOVE UPONOCONNECTION R SSD MAIN HOUSE N �— MAIN SLOPE 0.30% 6 "x6 "x4" TEE TYPICAL = CONNECTION TO INDI VIDUAL L _S Ce9C80 :7 7 Ie Y 9" I T R V �I ®� 1 ' oao0ano °00 _ ` 000808 0 00 PIPE 1 0 w CULVERT CONCRETE 000 0 X1 END SECTION \ I 1 COMPUTED LENGTH OF CULVERT GRADE I� RIP Y PAY LENGTH END SECTION ON SIDE SLOPEPWHEND STORM MANHOLE 6 OF CULVERT T C• NEENAH TYPE CASTING PLAN SEW LENGTH (p) CALLED FOR ON PLANS No. 1772 -A SLOPE DETAIL 24" is . ... '•.::l:A' :. .......... Grooved end on outlet end tongue end on Inlet end 1 D� _ � I B I I I 1 1/2-r 1 1/2•r SECTION Y -Y 1— STANDARD REINFORCED CONC. BASE 12 "C to C - - MAX SPA Groove (or tongue) to 3" o be the some as on it HOOK reinforced concrete PIP, standard BOLTS e ASTM designation C76 CLASS 'A' CONCRETE L;.• ::' LONGITUDINAL SECTION I CLASS 'A' N CONCRETE E +2r SE -.SON A_A CON�TE PIPE TOE ANCHOR DIMENSIONS OF CONCRETE END SECTIONS FOR ROUND PIPE DIA T MIN A C D E K 12" 2• 5' 4•_ R1 R2 APPROX. 3" 6' -2" " WEIGHT 15 2 1/4" 7" 4' -0" • ? -� 1.3 10 1 8" 9" 800 18" 6 _3 2 -6 1.5 12 1 2' 11 2 1/2 11 4' -1" 6' -2" / 1.100 21" 2 3 4" 11" 3' -6" 6' -3" 3, -0" 1.8 5 1 2" t2• 3 _6• 1,300 " • 2.1 24 3 1' -0" 2' -8" 6' -3" 4'-0' 1,500 1 8" 13" 1,500 27" 3 1/4- 1' -1" 2' -5" 6' -3" 4' -6" 2.3 6 3 16 14" 30" 3 1 /2" 1' -2" 1' -10' 2 6 18 1 /2" 14 1/2- 1.800 • 6 _3 5 -0 2.9 18 3/16 15" / 2'100 3 3/4" 1 -3" 3' -6" 8' -3" 5' -6" 2,400 36" 4" V -5" 3' -1" 8' -3" " 3.1 8 1/2 17 1/2" 4,100 TOLERENCE +/- 1 6 _0 3.4 3 3/4" 20• 4.200 E-= SECTION DETAIL 4 0803 112 TRENCH DEPTH MIN. (GRANULAR MATERIAL TO \ BE USED UNDER ALL 1' PAVED AREAS) SOIL a 4' PLACEMENT o \ 4 ' N_. O.TE �ACKFIL� q RIA = CLASS I, II, 111, & IV z OF THE U.S.C.S. SOIL CLASSIFICATION BEDDING SYSTEM. -- --- - -- INITIAL BACKFILL AREA 6" MIN. - 12" MAX. SPRING LINE OF PIPE HAUNCHING AREA BEDDING AREA 6" MIN.— -/ O.D. OF PIPE FOUNDATION 12" MAX. 12" (REQUIRED IN UNSTABLE SOIL) 12" TRENCH AND BED DING DETAIL 5 0803 GRADE 4 1 NOTE FOR STRUCTURES THAT ARE DEEPER 34 THAN 3, STEPS SHALL BE WOUIRED. •HE TOP STEP TO BE APPRO)WATELY 18" BELOW 33 600 7HE1 *C G"ATiON & SPACED AT 16' APART 36 ,+ 4 42 60 MANHOLE DETAIL (9) (� I D / GRADE BEEHIVE INLET T.C. No. KAHN2 E CASTING !. �. : •A...1.: ii:::jA`'::; z•:�:... 24" 4" MIN OPENING RISER RING .L :•A I I a I I v I I B I I I .... .. :..........Y.. STANDARD REINFORCED CONC. BASE DIMENSIONS (INCHES) A e c M I.D. 1 6 1 3 1 1 NOTE: FOR 51R(!C7URES THAT ARE DEEPER 4 1 THAN 3', S1EPS SHALL BE REMM. THE 34 T E TSTEP TO W11pU 1ELY Ia" BGLW ?NI3"71:R ACED AT 16 APART 4 BEEHI VE IN--_ DETAIL 2 0803 NEEENNAH CGUASTING NO. R- 3501 -N /-ASPHALT 0 IRnUARD REINFORCED CONC. BASE NOTE FOR STRUCTURES THAT ARE DEEPER THAN 31, STEPS SHALL BE REQUIRED. THE TOP STEP TO BE APPROAMATELY 18" BELOW An01I & SPACED AT 16" APART ROLL CURB INLET DETAIL 3 9 10 11 12 C803 13 14 RevWolm �, Q�v� C. Coq �•,� / No. °•� , _ s o� 890267i n .. STATE OF ?.� •� al /OFF, OW7 FDR USM 0Y PERIpTiED N NlEI1NG IMFORMA110N OF SCmNEW DjUMM G �� FLY 1FE mm, �•�w.J11�1� J 3020 North Post Road E Indianapolis, Engwee�g 1� ,Indiana 48226 -0068 GIs yi g 317 - 898 -8282 Geology 317 -899 -8010 Fax A Partnered Entity with Bohlen, (Oyer, Gibson k Assoe4l,a, LmoDrPorated C.P. MORGAN CoWjNM, L P. SYCAMORE FARM SECTION 2 E CARYEL, INDIANA STORM SEWER DETAILS Date Project No. 4 />a /ss 02 �a Mw Apprnr. 965.02 Computer Nee 9852SWT Sheet No. man 803 15 � E F 8 f 9 f 10 Ie Y 9" I T R V �I ®� 1 ' oao0ano °00 _ ` 000808 0 00 PIPE 1 0 w CULVERT CONCRETE 000 0 X1 END SECTION \ I 1 COMPUTED LENGTH OF CULVERT GRADE I� RIP Y PAY LENGTH END SECTION ON SIDE SLOPEPWHEND STORM MANHOLE 6 OF CULVERT T C• NEENAH TYPE CASTING PLAN SEW LENGTH (p) CALLED FOR ON PLANS No. 1772 -A SLOPE DETAIL 24" is . ... '•.::l:A' :. .......... Grooved end on outlet end tongue end on Inlet end 1 D� _ � I B I I I 1 1/2-r 1 1/2•r SECTION Y -Y 1— STANDARD REINFORCED CONC. BASE 12 "C to C - - MAX SPA Groove (or tongue) to 3" o be the some as on it HOOK reinforced concrete PIP, standard BOLTS e ASTM designation C76 CLASS 'A' CONCRETE L;.• ::' LONGITUDINAL SECTION I CLASS 'A' N CONCRETE E +2r SE -.SON A_A CON�TE PIPE TOE ANCHOR DIMENSIONS OF CONCRETE END SECTIONS FOR ROUND PIPE DIA T MIN A C D E K 12" 2• 5' 4•_ R1 R2 APPROX. 3" 6' -2" " WEIGHT 15 2 1/4" 7" 4' -0" • ? -� 1.3 10 1 8" 9" 800 18" 6 _3 2 -6 1.5 12 1 2' 11 2 1/2 11 4' -1" 6' -2" / 1.100 21" 2 3 4" 11" 3' -6" 6' -3" 3, -0" 1.8 5 1 2" t2• 3 _6• 1,300 " • 2.1 24 3 1' -0" 2' -8" 6' -3" 4'-0' 1,500 1 8" 13" 1,500 27" 3 1/4- 1' -1" 2' -5" 6' -3" 4' -6" 2.3 6 3 16 14" 30" 3 1 /2" 1' -2" 1' -10' 2 6 18 1 /2" 14 1/2- 1.800 • 6 _3 5 -0 2.9 18 3/16 15" / 2'100 3 3/4" 1 -3" 3' -6" 8' -3" 5' -6" 2,400 36" 4" V -5" 3' -1" 8' -3" " 3.1 8 1/2 17 1/2" 4,100 TOLERENCE +/- 1 6 _0 3.4 3 3/4" 20• 4.200 E-= SECTION DETAIL 4 0803 112 TRENCH DEPTH MIN. (GRANULAR MATERIAL TO \ BE USED UNDER ALL 1' PAVED AREAS) SOIL a 4' PLACEMENT o \ 4 ' N_. O.TE �ACKFIL� q RIA = CLASS I, II, 111, & IV z OF THE U.S.C.S. SOIL CLASSIFICATION BEDDING SYSTEM. -- --- - -- INITIAL BACKFILL AREA 6" MIN. - 12" MAX. SPRING LINE OF PIPE HAUNCHING AREA BEDDING AREA 6" MIN.— -/ O.D. OF PIPE FOUNDATION 12" MAX. 12" (REQUIRED IN UNSTABLE SOIL) 12" TRENCH AND BED DING DETAIL 5 0803 GRADE 4 1 NOTE FOR STRUCTURES THAT ARE DEEPER 34 THAN 3, STEPS SHALL BE WOUIRED. •HE TOP STEP TO BE APPRO)WATELY 18" BELOW 33 600 7HE1 *C G"ATiON & SPACED AT 16' APART 36 ,+ 4 42 60 MANHOLE DETAIL (9) (� I D / GRADE BEEHIVE INLET T.C. No. KAHN2 E CASTING !. �. : •A...1.: ii:::jA`'::; z•:�:... 24" 4" MIN OPENING RISER RING .L :•A I I a I I v I I B I I I .... .. :..........Y.. STANDARD REINFORCED CONC. BASE DIMENSIONS (INCHES) A e c M I.D. 1 6 1 3 1 1 NOTE: FOR 51R(!C7URES THAT ARE DEEPER 4 1 THAN 3', S1EPS SHALL BE REMM. THE 34 T E TSTEP TO W11pU 1ELY Ia" BGLW ?NI3"71:R ACED AT 16 APART 4 BEEHI VE IN--_ DETAIL 2 0803 NEEENNAH CGUASTING NO. R- 3501 -N /-ASPHALT 0 IRnUARD REINFORCED CONC. BASE NOTE FOR STRUCTURES THAT ARE DEEPER THAN 31, STEPS SHALL BE REQUIRED. THE TOP STEP TO BE APPROAMATELY 18" BELOW An01I & SPACED AT 16" APART ROLL CURB INLET DETAIL 3 9 10 11 12 C803 13 14 RevWolm �, Q�v� C. Coq �•,� / No. °•� , _ s o� 890267i n .. STATE OF ?.� •� al /OFF, OW7 FDR USM 0Y PERIpTiED N NlEI1NG IMFORMA110N OF SCmNEW DjUMM G �� FLY 1FE mm, �•�w.J11�1� J 3020 North Post Road E Indianapolis, Engwee�g 1� ,Indiana 48226 -0068 GIs yi g 317 - 898 -8282 Geology 317 -899 -8010 Fax A Partnered Entity with Bohlen, (Oyer, Gibson k Assoe4l,a, LmoDrPorated C.P. MORGAN CoWjNM, L P. SYCAMORE FARM SECTION 2 E CARYEL, INDIANA STORM SEWER DETAILS Date Project No. 4 />a /ss 02 �a Mw Apprnr. 965.02 Computer Nee 9852SWT Sheet No. man 803 15 � E F