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HomeMy WebLinkAbout062-94 SP Detail Sheetm ulcy MVICy Ju yo, "DON'T DIG BLIND" CaR MorHWy tnrovo Friday -7 AM to 6 PM 1-800 1-800 382-5544 428-5200 MMin Indola OutNiM Indlo o PER INDIANA STATE LAW IS -69-1991, IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. file: MOLEY.DWG NOTES EVAN" ,AMTS ARE REOLARED AT STORM MILTS CONTRACT" JOINTS SHOULD BE INSTALLED AT 10' SPACSNCS SPACMO SHALL BE s' ON CURVE RAM CONTRACTION JOINTS SHALL BE POOLED OR SAW M CON PNL1WAr POURED CLMBS TO A OATH OF 1/f MM. TOPSOIL—, A, 0 BACKFILL - m r t; SUBGRADE AGGREGATE DEPTH VARIES CONCRETE ROLL CURB & GUTTER SECTION TYPE 1 (NO SCALE) file: RCURB.DWG R-2561 OR EQUAL I. C. ELfV. r 2" NEEP HOLES t I } /2 STONE CONC. WALLS -"'It V. ZI W _ —I I X11 LI 1 4II II3/4' (tIP•) I—�T- VAR. PIPE 1— `r VAR. PIPE SIZE IB" MAX. ` 18" MAX 5/ E, 111— '-.. 4'-0" SO. CONC BASE (1) LINE 0.116" PIPE MESH W. WF. EARTH DITCH INLET (NO SCALE) file: SWAINL-2.DWG 1"-H.A.C. SURFACE 3"-H.A.C. BINDER 4"-/53 STONE 5"-/2 STONE __..R SUBGRADE ASPHALT PA 1/ING SEC TION (SPRING MILL ROAD & LOCAL STREETS) (NO SCALE) 'I II 11 •.�_ CONCRETE THRUST BLOCKING-/ CONCRETE TO BE POURED BETWEEN PIPE k FIRM FACE OF TRENCH AT ALL TEES BENDS k PLUGS TYPICAL THRUST BLOCKING (NO SCALE) file: THBLOCK.DWG I STABILIZATION PRACTICE JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PERMANENT A�� •////I////• ��•�I/� SEEDING DORMANT B --40 B SEEDING TEMPORARY CD�� SEEDING E • ////I ////•� SODDING F * * •/////I/////• �� MULCHING G r A KENTUCKY BLUEGRASS 40 LBS/ACRE; CREEPING RED FESCUE 40 LBS/ACRE; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 20 LBS/ACRE. B KENTUCKY TONSSTRAW US60 MULLCH // PING RED FESCUE 60 B /,(C E, OR ADD RYEGRASS 30 L PLUS S/ CRE. C SPRING OATS 3 BUSHEL/ACRE. D - WHEAT OR RYE 2 BUSHEL/ACRE. E „ ANNUAL RYEGRASS 40 LBS/ACRE F - SOD G - STRAW MULCH 2 TONS/ACRE. •/I/• IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPTEMBER A• IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD SEASONAL SOIL PROTECTION CHART (NO SCALE) file: PCHART.DWG 50' RIGHT-OF-WAY 10'/11' 30' (MAIN) / 28' (CUL-DE-SAC) 10'/11' 15/14' 15'/14' •� 4 2' LOCATION OF 2 I SLOP PROFILE GRADE 1 4� T. 4 1'(min) 1'min () LEVEL LINE OWN 1/4'/IFI.— NLMLW CONC. WALK 1--H.A.C. SURFACE CONC. ROLL CURB #4 RE -BAR WELDED TO M.E.S. W/ 4" OPENINGS FOR DEBRIS/ANIMAL GUARD. SPECIAL END SEC. DETAIL W/DEBRIS/ANIMAL GUARD (NO SCALE) NORMAL M\• 1 POOL ELEVATION LAKE CROSS SECTION (NO SCALE) 3"-H.A.C. BINDER 4--/53 STONE 5"-/2 STONE TYPICAL SEC TI ON —LOCAL S TREE T r!!1/!2-7PE�FPIFORMED�JKONNTLLER ,o••o 0 • z z . • . 0 o 0 0 c)a 0 O a 0 , o• ,o < 8" NOTE: MANHOLE SHALL CONFORM z 0 -III o. W m 1 -4" 0 u; TRANSVERSE JOINT o; 0 c m e 0 0 0 � NNd -III III. _ A < u SUBGRADE AGGREGATE DEPTH VARIES CONCRETE ROLL CURB & GUTTER SECTION TYPE 1 (NO SCALE) file: RCURB.DWG R-2561 OR EQUAL I. C. ELfV. r 2" NEEP HOLES t I } /2 STONE CONC. WALLS -"'It V. ZI W _ —I I X11 LI 1 4II II3/4' (tIP•) I—�T- VAR. PIPE 1— `r VAR. PIPE SIZE IB" MAX. ` 18" MAX 5/ E, 111— '-.. 4'-0" SO. CONC BASE (1) LINE 0.116" PIPE MESH W. WF. EARTH DITCH INLET (NO SCALE) file: SWAINL-2.DWG 1"-H.A.C. SURFACE 3"-H.A.C. BINDER 4"-/53 STONE 5"-/2 STONE __..R SUBGRADE ASPHALT PA 1/ING SEC TION (SPRING MILL ROAD & LOCAL STREETS) (NO SCALE) 'I II 11 •.�_ CONCRETE THRUST BLOCKING-/ CONCRETE TO BE POURED BETWEEN PIPE k FIRM FACE OF TRENCH AT ALL TEES BENDS k PLUGS TYPICAL THRUST BLOCKING (NO SCALE) file: THBLOCK.DWG I STABILIZATION PRACTICE JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PERMANENT A�� •////I////• ��•�I/� SEEDING DORMANT B --40 B SEEDING TEMPORARY CD�� SEEDING E • ////I ////•� SODDING F * * •/////I/////• �� MULCHING G r A KENTUCKY BLUEGRASS 40 LBS/ACRE; CREEPING RED FESCUE 40 LBS/ACRE; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 20 LBS/ACRE. B KENTUCKY TONSSTRAW US60 MULLCH // PING RED FESCUE 60 B /,(C E, OR ADD RYEGRASS 30 L PLUS S/ CRE. C SPRING OATS 3 BUSHEL/ACRE. D - WHEAT OR RYE 2 BUSHEL/ACRE. E „ ANNUAL RYEGRASS 40 LBS/ACRE F - SOD G - STRAW MULCH 2 TONS/ACRE. •/I/• IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPTEMBER A• IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD SEASONAL SOIL PROTECTION CHART (NO SCALE) file: PCHART.DWG 50' RIGHT-OF-WAY 10'/11' 30' (MAIN) / 28' (CUL-DE-SAC) 10'/11' 15/14' 15'/14' •� 4 2' LOCATION OF 2 I SLOP PROFILE GRADE 1 4� T. 4 1'(min) 1'min () LEVEL LINE OWN 1/4'/IFI.— NLMLW CONC. WALK 1--H.A.C. SURFACE CONC. ROLL CURB #4 RE -BAR WELDED TO M.E.S. W/ 4" OPENINGS FOR DEBRIS/ANIMAL GUARD. SPECIAL END SEC. DETAIL W/DEBRIS/ANIMAL GUARD (NO SCALE) NORMAL M\• 1 POOL ELEVATION LAKE CROSS SECTION (NO SCALE) 3"-H.A.C. BINDER 4--/53 STONE 5"-/2 STONE TYPICAL SEC TI ON —LOCAL S TREE T r!!1/!2-7PE�FPIFORMED�JKONNTLLER ,o••o 0 • TRANSVERSE JOINT z . • . 0 o 0 0 cy 0 O N 0 , o• ,o < 8" NOTE: MANHOLE SHALL CONFORM z 0 -III o. W m 1 -4" 0 u; TRANSVERSE JOINT o; 0 c 1/2"" PERFORMED JOINT FILER .0 0• 0 0 0 0 0 z 0 05 (L z W co E (NO SCALE) file: LOCST.DWG IN *O v 4" CONCRETE `PREPARED SUBGRADE TYPICAL SIDEWALK SECTION (Nr) SCALE) file: CONCWALK.DWG SLOP- -T C £LEVA 77ON EENAH R-3501-TR/7L /53 STONE MONOLITHIC OR 2' WEEP HOLES , PRECAST CONCRETE CONSTRUCTION BLOCK OR !2 STONE CONC WALLS —_III—I I •,� 4 3/4" (t)JI.) n — '.r I-1 11- -� 11� VAR. PIPE SIZE -- •` 18" MAX. 3' SO CONC. BASE -� (1) LINE 0.116" PIPE MESH W.W.F. CURB I NL E T (NO SCALE) COVER SHED IN LA E USE 6" PVC PIPE UNLESS OTHERWISE SPECIFIED A� Of D/4 OR 6" MIN. IF a• Oo ,o••o 0 • o 0 0 0 o . • . 0 o 0 0 O . O • 0 O • , O o 0 , o• ,o 0 8" NOTE: MANHOLE SHALL CONFORM Y 0 -III o. 0 0 1 -4" BE USED ,o o; 0 c . ' 4 0 0 .0 0• 0 0 0 0 0 _1 � I—III III .III—III. 24 J LIGHTLY COMPACTED BACKFILL RGRANULAR PROFILE SPECIFIED ONPNTS) �I i Ll I VII COMPACTED /8 STONE l ill y NOTE: FOR ROCK OR OTHER INCOMPRESSIBLE MATERIALS -- THE TRENCH SHOULD BE OVER EXCAVATED A MINIMUM OF 6" AND REFILED W/GRANULAR MATERIAL BEDDING MATERIAL TO BE COMPACTED %8 STONE SANITARY SEWER PIPE BEDDING (FOR FLEXIBLE PIPE, INCLUDING LATERALS) (NO SCALE) O.D. + 1' NEENAH R-1642 OR EOUAL 3.0' —I —I TYPICAL SLOTTED RISER NOTE: ON TAPS TO ANGLE VALVE -III III -CINES SMALLER THAN PROTECTED o —I I 1-14" DIAM. EITHER A W?H PLAS77C 8" NOTE: MANHOLE SHALL CONFORM TAPPED TEE OR A III WpAp -III -PIPE SADDLE SHALL 0 16' 1 -4" BE USED `2'X6" SILT TRAP OR 48" NY �IIII ILII: � -III III. W 8" < u I C.I. M.H. STEPS 0 -RING GASKET \ NEENAH R -1980-C CGRP. ILII Q. _ COC\K _ -'FILL WITH CONCRETE \ II I I (0E., 1" COPPER SERVICE I O O' I IR'ECA RING GROUT t RECAST ONLY I I PIPE TO BE SUPPORTED ALONG EIV77RE LENGTH -EXCAVATE FOR EACH "NT WA TER SER VICE INS TA L L A TION LONG RADIUS CURVE (NO SCALE) file: WATSER.DWG 1%8" % 1 FT. ISOMETRIC PLAN TYPICAL HOUSE CONNECTION TO MAIN SANITARY SEWER (NO SCALE) file: CONNECT.DWG 24" EARTH OR CONCRETE SURFA CONCRETE CURB $�oo�o 00 SUBGRADE AGGREGATE o DEPTH VARIES /8 WASHED GRAVEL I o 1 OR CLASS 'A" Mom WASHED STONE INSTALLATION OF IR4DOtORAIII SMALL COFORM TO SECTION 719 OF TINE "OMA OVART1E►R OF TRANSPORTATION STANDARD S>KC/ICAT10NS p D -PIPE DIAMETER UNDER ORWS SMALL NOT 9L INSTALUM MIN. 6" SUB SURFACE DRAIN UNTI FINAL OtAOMO AND COMPACTION 4 COMPLETED ON SUB AOC 3 ANY CONTAMMIATION OF UNDCR0RAPI BAO U MIN MIN SMALL BE POWYm ""TO INSTALLATION OF AOOItEOATE BASE. 12" MIN UIOERORAMS SNAIL NOT BE MSTALIED 18" MAX 4bw UNTIL uTuTES LOCATED WIFATH THE UNDERDRAIMS AN IN PLACE (h. WATERMAMS, STORM 9E.iRS, SAM7NRY S[TNERS, ECT.) PIPE UNDERDRAIN (NO SCALE) NOTE: TEMPORARY EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION TO HOUSE STEEL FENCE POST CAP d TAPE ALL MEASUREMENTS TO BE MEASURED FROM BACK OF CURB 1e" PROPOSED GRADE �.i.:: . 6" (MIN.) REQUIRED SSD MAIN + MIN. SLOPE O 3OX J. MIN , • • 3" MIN. 11" MIN. TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS (NO SCALE) EROSION CONTROL: A TEMPORARY SEEDING MIXTURE IN THE AREAS WHERE STRIPPING OR FILL HAVE BEEN GRADED SHALL BE SEEDED FOR SILT EROSION PROTECTION. AFTER GRADING, ALL CONSTRUCTION AREAS ARE 10 BE SEEDED AS FOLLOWS: R A. SWALE SEEDING: SEED AND FERTILIZE WITHIN CONSTRUCTION I LIMITS WITH 5//ACRE 'REDTOP GRASS", 20#/ACRE "RYE �= GRASS', 20//ACRE "BLUEGRASS", 25}/ACRE "FESCUE" AND 600//ACRE 12-12-12 FERTILIZER. B. CUT/FILL SEEDING (ALONG PAVED AREAS): SEED AND FERTILIZE WITH 25//ACRE "FESCUE', 20//ACRE "RYE GRASS-. 15//ACRE "BLUEGRASS" AND 600//ACRE 12-12-12 FERTILIZER. C. SEEDED AREAS SHALL HAVE A SUITABLE MULCH APPLIED FOR EROSION AND SILT CONTROL. MULCH MAY BE STRAW, SHREDDED HARDWOOD OR EROSION CONTROL MAT. D. DEVELOPERS OPTION: CONSTRUCTION AREAS REOUIRING EROSION CONTROL MAY BE HYDROSEEDED IN ACCORDANCE WITH ABOVE SEED AND FERTILIZER SPECIFICATIONS. STRAW BALES BURIED 3" STORM BEEHIVE 3'-/4 REBAR STAKE 2'X6" SILT TRAP TYPICAL SLOTTED RISER (CAN BE USED INSTEAD OF STRAW BALES) PLAN NEENAH R-1642 OR EOUAL PRECAST CONCRETE ADJUSTER KENT SEAL RINGS: 4" MIN. -12" MAX. TYPICAL SLOTTED RISER 1/2" PLASTER 32" 8 \ \ TAPERED CONE SECTION V-4" 1 LINE OF .24' e" STORM BEEHIVE 8" NOTE: MANHOLE SHALL CONFORM TO ASTM C-478. JOINTS SHALL CONFORM TO ASTM C-443. 0 16' 1 -4" 32' w `2'X6" SILT TRAP OR 48" NY 0i 0 1•-4• 8" < u I C.I. M.H. STEPS 0 -RING GASKET \ NEENAH R -1980-C M OR EQUAL BUM RUBBER COATING 48" z z 7. 1- J21AMETER N -'FILL WITH CONCRETE I O O' I IR'ECA RING GROUT t RECAST ONLY I I S. POURED IN PLACE /4 BARS -12" O.C. BOTH WAYS OR PRECAST r� 6' NOTE: BEDDING FOR MANHOLE SHALL BE A MINIMUM OF: 6"-/8 STONE BASE ON 6'-/2 STONE BASE STANDARD MANHOLE DETAIL (NO SCALE) file: MHHAM.DWG (NO SCALE) file: CONNECT.DWG 24" EARTH OR CONCRETE SURFA CONCRETE CURB $�oo�o 00 SUBGRADE AGGREGATE o DEPTH VARIES /8 WASHED GRAVEL I o 1 OR CLASS 'A" Mom WASHED STONE INSTALLATION OF IR4DOtORAIII SMALL COFORM TO SECTION 719 OF TINE "OMA OVART1E►R OF TRANSPORTATION STANDARD S>KC/ICAT10NS p D -PIPE DIAMETER UNDER ORWS SMALL NOT 9L INSTALUM MIN. 6" SUB SURFACE DRAIN UNTI FINAL OtAOMO AND COMPACTION 4 COMPLETED ON SUB AOC 3 ANY CONTAMMIATION OF UNDCR0RAPI BAO U MIN MIN SMALL BE POWYm ""TO INSTALLATION OF AOOItEOATE BASE. 12" MIN UIOERORAMS SNAIL NOT BE MSTALIED 18" MAX 4bw UNTIL uTuTES LOCATED WIFATH THE UNDERDRAIMS AN IN PLACE (h. WATERMAMS, STORM 9E.iRS, SAM7NRY S[TNERS, ECT.) PIPE UNDERDRAIN (NO SCALE) NOTE: TEMPORARY EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION TO HOUSE STEEL FENCE POST CAP d TAPE ALL MEASUREMENTS TO BE MEASURED FROM BACK OF CURB 1e" PROPOSED GRADE �.i.:: . 6" (MIN.) REQUIRED SSD MAIN + MIN. SLOPE O 3OX J. MIN , • • 3" MIN. 11" MIN. TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS (NO SCALE) EROSION CONTROL: A TEMPORARY SEEDING MIXTURE IN THE AREAS WHERE STRIPPING OR FILL HAVE BEEN GRADED SHALL BE SEEDED FOR SILT EROSION PROTECTION. AFTER GRADING, ALL CONSTRUCTION AREAS ARE 10 BE SEEDED AS FOLLOWS: R A. SWALE SEEDING: SEED AND FERTILIZE WITHIN CONSTRUCTION I LIMITS WITH 5//ACRE 'REDTOP GRASS", 20#/ACRE "RYE �= GRASS', 20//ACRE "BLUEGRASS", 25}/ACRE "FESCUE" AND 600//ACRE 12-12-12 FERTILIZER. B. CUT/FILL SEEDING (ALONG PAVED AREAS): SEED AND FERTILIZE WITH 25//ACRE "FESCUE', 20//ACRE "RYE GRASS-. 15//ACRE "BLUEGRASS" AND 600//ACRE 12-12-12 FERTILIZER. C. SEEDED AREAS SHALL HAVE A SUITABLE MULCH APPLIED FOR EROSION AND SILT CONTROL. MULCH MAY BE STRAW, SHREDDED HARDWOOD OR EROSION CONTROL MAT. D. DEVELOPERS OPTION: CONSTRUCTION AREAS REOUIRING EROSION CONTROL MAY BE HYDROSEEDED IN ACCORDANCE WITH ABOVE SEED AND FERTILIZER SPECIFICATIONS. STRAW BALES BURIED 3" STORM BEEHIVE 3'-/4 REBAR STAKE 2'X6" SILT TRAP TYPICAL SLOTTED RISER (CAN BE USED INSTEAD OF STRAW BALES) PLAN VIEW TYPICAL SLOTTED RISER (CAN BE USEDINSTEAD OF STRAW BALES) STORM BEEHIVE 3'-p4 REBAR STAKE STRAW BALES BURIED 3" `2'X6" SILT TRAP �I 0i 0 SECTION VIEW S TRA W BALE PLACEMEN T FOR EROSION CONTROL (NO SCALE) file: STRERO.DWG -EROSION CONTROL SEEDING LIMITS y RI R F I EROSION CONTROL SEEDING LIMI VARIABLE -GRADE AS SHOWN ON PLANS I-1 I I-1 I I DRA INA GE SWALE SEC TION (NO SCALE) file: SWALE.DWG s 8" sr:��ns�nr•�m�r•�s��rra� �'a'�t►�Qif/ai�iilL�l:�]ia•�ii>r�•I s•�.�c•��:>t�:>tcrat�s•�acy��•.Ilic�lal iv=f:>♦1"ff-1Ilia" MEq, i7F1i1.7� IF.Wsmmgn"&ncn111111111'sHIN �si�m�m�mws"111111111201l M N PIPE G. A. A H L W I (APP,) BODY DIA. 1' AX 1'5 21 1 71 1 1 1 P 1 1 1 41 1 1 ND 14 1 1 NOTES: LL AppN��C g� R pL TE QR$ �►i L c QR IND TANDARD PSPEAACI��FLfCAi1 U4REMENT�SCAS SET OU TEE IN�THE M 77� ALLOY ENDSECTIONS SHALL ALSO USEDIAANDD'ALL COMPO TOE PLATE 1 T 2 HS NEENT PARTS S5HHAALLLL ggE ALLUMINUM ALLOY AS SETTTT OUT IN THE ANCHOR MRIDARO SPECIFICATIONS. W+A gM�ULTIGPLLEE��PAJNEEL BODIES SH L HAVES LAPP SEAMS WHICH SHS" i THEnTOE PLATENANCHOTMR ALLDB� CONSTRUCTED ORTi00RGAGE 4. T FILL ISLE END SECTIONS. IGALVANIZED T SHALL BE AND gMARTECHEED -PUNCH D TON ALL O FIT j0LE$ IN 2 1/2 SKIRT LIP AND SUPPLIED LOOSE COMPETE WITH 3/8 DIA. i GALVANIZtD BOLTS. COST THERI=OF SHALL BE INCL DED IN THE CONTRACT UNIT PRICE PER EACH FOR 'PIPE END SECTION" WHERE VITRIFIED CLAY CU RT OR SAST IRON CULVERT PIPE IS USED A "PIPE EEN TtpN C PARABLE T THAT AS SHOWN FOR MEAL CON CR SHALL B COMPUTED LENGTH AND ENO SECTION 2" +FURNISHED AS5ND SHALL BE AS APPROVED BY THE ENGINEER PAY LENGTH OF CULVERT LENGTH (L) III PRICE END EEAnCfpRµP1PE ENO SECTION"PAID FOR AT TCOMP�ETEAiNTUNIT PLACE SIDE I.R L�:L ^ AND ACCEPTED PIMPLED CONNECTION BAND MAY BE USED TO CONNECT PIPE END SECTION TO HELICALLY CORRUGATED PIPE SPECIF/CA TIONS FOR HOOK BOL T AND NUT 21/4• 5" HOLK�BOLT MAIL RAN ALL MET THE C R T A .I.M. CUT- 21 /T $HAT 9S�E A�,MLEERRI AN STANDARDD OARS- Aub SE It1s.� �$LpASS II I WASH- BHO TM Ayy BE OR GAL ALNISZF{EAD�L ARMEpFNT E$CU NR N�T�TQRTNINPGT C�THE NUT Y HAM A-157. R�9/Iel�/19' AU AND ggP �I IICRq TT1l AL 1 E CARN T TFIR AS SHAaL BE V I AN S�fAARp COARSE TH E11 FINIP �1/B5834 MA�MUM VERSIZE). CLEEAN�A TER GALVANIZ- �ra• ING TQ PROVIDE A FREE 1 NNING FIT ON THE CLA55 n BOLT. NUTS SHALL BE 1 1/4 ACROSS FLATS, 13/16 THICK, CURVE CROWNED TO APPROX. 1 RADIUS. 3/4" 0 BAR # ME TA L END SEC TION (NO SCALE) file: METALEND.DWG SHEET N0.