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Home My WebLink AboutSP-5( I 6 PIPE 1 O (SEWER LATERAL) O 3� —� (MAX) TYPICAL CL EA NOU T SEC TION TYPE I (NO SCALE) 1,0' T #max. — 1/4" R1.5� PAVEMENT GRANULAR BACKFILL a CURB DETAIL (NO SCALE) file: CURB -1.DWG NOTE: FRAME AND COVER LATERAL CONNECTION TO CLEANOUT I 1,25 Bc + 12' (MIN.) STRUCTURE TO BE WITHIN 3.0' PRECAST CONCRETE BACKFILL WITH CLEAN (THREE FEET) OF THE FOUNDATION WALL. FINISH FLOOR FILL WITH CONCRETE 112 MIN) CLEANOUT PLUG k ADAPTER 4 MIN -I2 MAX S/FL OPE ^� r , - r r II D - INSIDE DIAMETER T ADE OR BACKPLA5IER SUITABLE WHEN d - DEPTH OF BEDDIN� 12" MIN INWG,R(MASX)AFAS NED MATERIAL BELOW IPE xA §05tIIJANA 12 "MAX gSPA AHpC W CL PAVEMENT. TIE wIRES,EEA DINGS HICKNESS FROM 0$YEDNRICID FACE FILTER FABRIC ALONG 2 SU 6' PVC PIPE LENGTH (NO JOINTS) V) STAPLE OR WIRE TO FENCE 1 \ W nNG, PER SPECS. n I r .� •� 1/8 STREET BEND 32" AND CACKPA M 6& ' STREET WYE BENDS AS REQUIRED ( I 6 PIPE 1 O (SEWER LATERAL) O 3� —� (MAX) TYPICAL CL EA NOU T SEC TION TYPE I (NO SCALE) 1,0' T #max. — 1/4" R1.5� PAVEMENT GRANULAR BACKFILL a CURB DETAIL (NO SCALE) file: CURB -1.DWG PIPE SIZES 8 " -24" (NO SCALE) TOPSOIL ► MIN, 18' n I'I 7 a SLOPE 114' PER FT. BACKFILL COMPACTED SUBGRADE COMBINED CONCRE TE CURB & GU T TER DRY TYPE (NO SCALE) file: DRYC -G.DWG STABILIZATION JAN FEB PRACTICE . MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PERMANENT /I A> SEEDING DORMANT B SEEDING TEMPORARY D ARY C E B .////1 SODDING F * * • / / / / /I / / / //' ---19 MULCHING G 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 BLUEGRASS 60 LBS /ACRE; CREEPING RED FESCUE 60 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 LBS /ACRE. C - SPRING OATS 3 BUSHEL /ACRE. D - WHEAT OR RYE 1 BUSHEL /ACRE. E - ANNUAL RYEGRASS 40 LBS /ACRE. F = SOD G - STRAW MULCH 2 TONS /ACRE. -/I/- IRRIGATI IRRIGATION NEEDED FOR 2RITO 3 WEEKS AFTER AND/OR ER APPLYING SOD SEASONAL SOIL PROTECTION CHART (NO SCALE) 18" EXISTING GROUND 1" RADIUS 6' COL JOINT r 6' r ,' , 6' APPLY EPDXY UNDER CONCRETE CURB SPHALT SURFACE COURSE ASPHALT BINDER COURSE CONCRETE CURB CRUSHED STONE BASE COMPACTED AND WELL DRAINED SUBSOIL EXTRUDED CONCRETE CURB (NO SCALE) /4 BARS O 6' O.C. WITH EXTRA BARS AROUND OPENING TOP SLAB REINFORCEMENT STORM MANHOLE NEENAH TYPE CASnNG N0. 1772 -A OR EOUAL (SOLID CAS TING, ONLY OUTSIDE OF PAVEMENT LIMITS) T— TT1— T1T —TTf— 1T i —ITi- Z W� � I j v 3 „MIN. 4' FRAME AND COVER OPENING I 1,25 Bc + 12' (MIN.) SEE SPECS BELOW PRECAST CONCRETE BACKFILL WITH CLEAN A,,-VST" RING FILL WITH CONCRETE 112 MIN) BUTYL RUBBER BASE 4 MIN -I2 MAX S/FL OPE ^� r , - r r II D - INSIDE DIAMETER OR BACKPLA5IER SUITABLE WHEN d - DEPTH OF BEDDIN� 12" MIN INWG,R(MASX)AFAS NED MATERIAL BELOW IPE xA AL 1 /4't 1/16" 12 "MAX gSPA AHpC W CL PAVEMENT. TIE wIRES,EEA DINGS HICKNESS FROM FILTER FABRIC ALONG 2 OW TOP OF CONE LENGTH (NO JOINTS) V) STAPLE OR WIRE TO FENCE 1 \ W nNG, PER SPECS. n I lc cavf sECnoN kE 32" AND CACKPA M 6& NE OF . 24' I bD NOTE: MANHOLE STEPS SHALL BE POLYPROPYLENE, UPSLOPE SLOPE POLYPROPYLENE COATED STEEL REINFORCING OR POST I to AN APPROVED NON - CORROSIVE FIBERGLASS MATERIAL. I I = C4 II THE COPOLYMER POLYPROPYLENE SHALL MEET THE 0 > W aM NHOLE TO CONFORM co REQUIREMENTS OF ASTM D -4101 REINFORCED WITH 16" � I rC ASTM C -478 DEFORMED 3/8 INCH,(MIN) DIAMETER REINFORCING 32" ui z d � STEEL CONFORMING TO THE REQUIRMENTS OF OR z o:5 j�' NT TO CONFORM ASTM A -615, GRADE 60 48' �+ 0 ASTM C -443 e ^ PRECAST CONCRETE SEC1lON5 0 -RING GASKET BETWEEN ALL RISER AND CONE — SECnONS, PLUS 112" EXTRUDABLE GASKET 4' AM 4U (KENT SEAL OR EOUAL) R FILL W rH CONCRETE + 2 48' I /2'S OT(M1N) Z r � r 3' BARS-12' O.C. BOTH WAYS 6' -12 STONE STANDARD MANHOLE DETAIL PIPE SIZES 8 " -24" (NO SCALE) TOPSOIL ► MIN, 18' n I'I 7 a SLOPE 114' PER FT. BACKFILL COMPACTED SUBGRADE COMBINED CONCRE TE CURB & GU T TER DRY TYPE (NO SCALE) file: DRYC -G.DWG STABILIZATION JAN FEB PRACTICE . MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PERMANENT /I A> SEEDING DORMANT B SEEDING TEMPORARY D ARY C E B .////1 SODDING F * * • / / / / /I / / / //' ---19 MULCHING G 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 BLUEGRASS 60 LBS /ACRE; CREEPING RED FESCUE 60 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 LBS /ACRE. C - SPRING OATS 3 BUSHEL /ACRE. D - WHEAT OR RYE 1 BUSHEL /ACRE. E - ANNUAL RYEGRASS 40 LBS /ACRE. F = SOD G - STRAW MULCH 2 TONS /ACRE. -/I/- IRRIGATI IRRIGATION NEEDED FOR 2RITO 3 WEEKS AFTER AND/OR ER APPLYING SOD SEASONAL SOIL PROTECTION CHART (NO SCALE) 18" EXISTING GROUND 1" RADIUS 6' COL JOINT r 6' r ,' , 6' APPLY EPDXY UNDER CONCRETE CURB SPHALT SURFACE COURSE ASPHALT BINDER COURSE CONCRETE CURB CRUSHED STONE BASE COMPACTED AND WELL DRAINED SUBSOIL EXTRUDED CONCRETE CURB (NO SCALE) /4 BARS O 6' O.C. WITH EXTRA BARS AROUND OPENING TOP SLAB REINFORCEMENT STORM MANHOLE NEENAH TYPE CASnNG N0. 1772 -A OR EOUAL (SOLID CAS TING, ONLY OUTSIDE OF PAVEMENT LIMITS) T— TT1— T1T —TTf— 1T i —ITi- Z W� � I j v 3 „MIN. U vQ U � z 1 O ? 1 '. N F4 BARS -12" O.C. BOTH WAYS 3 "MIN. SHALLOW MANHOLE PIPE SIZES 8 " -24" (NO SCALE) NOTE: PRECAST INLET STRUCTURES OF SUITABLE SIZE MAY BE SUBSTITUTED FOR STORM MANHOLES AT REQUIRED LOCATIONS. NOTE: THE ACTUAL INVERT OF THE MANHOLE STRUCTURE MAY NEED TO BE SET BELOW THE INVERT OF THE STORM PIPE TO ALLOW FOR THE PROPER CONSTRUCTION OF THE CASTING AND TOP SLAB TO THE REQUIRED FINISH ELEVATIONS. EROSION CONTROL STATEMENT - L TLe SCOPE OF TIE WORK 6 TO REESTA9L.tSu VEGETATIVE COVER BY SEEDING. eT1LCR PERMAi\L"1TEMpCRARY. OR EROSION CONTROL TYPES. AS SLNOv^ ON TI-E PLAN AFTER FNS14 GRADING, ALL CONSTRUCTION AREAS ARE TO BE SEED. 2. PERMAdNENNT AND TEMPORARY SEEDING SWIALL BE N ACCORDANCE WTTW TLE OVALS SPeCFICAnONS SWOT 3. EROSION CONTROL. SEEDNA AN NT MA SEEDN6 TO BE APPLIED TO ALL D6TLIPSM AREAS AS SOON AS FiIAL GRADING IS ESTABLII•ED. MDC AND APPLY AS SWO'AN N TI-E SPECFICATIONS, IF TL4S SCEOP49 6 APPLIED K#EOIATELY LPDX•N ",j94 GRAorG. IT CAN SAVE SOME Oa TIE FURTL6t SEfDNG AND LEN•TI. -eN TLE OLRATION BETWEEN T)-E MANTENANC IT OF TL-E SILTATION TRAPS AND BARRIERS.) A, F GRADING OCCLRS DLRIN' DeCEN43eR. JAN LARY OF FEBRUARY. DORMANT SEeOM PROCeDLRES SHALL BE USED, IT 15 k4DERATIVE TWAT ALL SeDFALTNT FILTERS AND T12APS ARE N PLACE PRIOR TO BL.LK EA2714v10VNG OF CLEARING OPERATKyJS COK* ENCE. VARIES 114' PER FOOT SCORE 1" RAD. i ♦ ► ♦ I ► ► ♦ ► ► > ♦ 2* ♦ to COMPACTED L� iv 2 ► SUBGRADEg -CLASS "A" CONCRETE I ► ► INTEGRAL WALK AND CURB DETAIL (NO SCALE) T. C. EL EV, PA VEMEN T-� 1 "- H.A.C. SURFACE 3'- H.A.C. BINDER 4' -153 STONE 5--#2 STONE COMPACTED GRANULAR SUBGRADE R/W A SPHA L T PA 1/I NG SEC TION R/W PAVEMENT (NO SCALE) 1'- H.A.C. SURFACE 2 "- H.A.C. BINDER 4' -/53 STONE 4' -12 STONE a.v�r w ,..,"„�,.R SUBGRADE ASPHAL T PATING SECTION ON —SITE PAVEMENT (NO SCALE) NEENAH R -3405 OR EQUAL ` COMPACTED `.► 24' ► SUBGRADE 12" MIN. ► `r PRECAST CONC. WALLS—"` ALLS 12 STONE VAR. PIPE I 118" PIPE SIZE (MAX.) CONE. BASE 1A I V. i i ►• NOTE: WHERE STORM PIPES INTERSECT PRECAST INLET STRUCTURE AT AN ANGLE, A LARGER INLET STRUCTURE MAY BE REQUIRED TO INSURE THE STRUCTURAL INTEGRITY OF THE PRECAST UNIT. NOTE: DEPENDING UPON PRECAST INLET SIZE AND DEPTH A NEENAH R- 3405 -A CASTING OR EQUAL MAY BE SUBSTITUTED. PAVED AREA INLET 5. OIRIN• DRY O ATI -p2. KMIP LAV*45 WATERED WITW SPRIJQ.CRS OR OTLIER APPROVED KeTFaOM (RESEED ANY AREAS NOT GERW ATNG Ce DAMAGED AT NTCRVALS AS MAY Be RECLAM ACCOQ TO SEASONAL CCIOITION AND /OR COhISTRUCTION ACTIVGWCTMTY. WATER GRASS AND EXECUTE NECESSARY SEIEDIIG LNTL FULL STAIC Cr GRASS I4AS BEEN OBTAINED. 6. F OLRNG TI-e CCI`- R TION PROCESS, T6P- CCNTRACTCR 6 A" TO MANTAN A 25• N94W rt WOTW Ce VEGETATIVE COVER AROLI•D TLC PEWA` 'm CF TLC CONSTRLCTION ACTIVITY, rkIS W41 GREATLY REDUCE OR N SONG CASES eLP IATE TLC NEM NCR SCn.E SLTATION BARRIERS, 7. TLC ppLlJveJTAT)ON AND MAIN•TEMWI," Cr TLC eRO510N CONTROL PLAN 6 TI-e SOLE ReSPONSBILTY OF TLC CONTRACTOR AND /CR OWNER. B. R SHALL Be TLC CONTRACTORS AND /Ce OWNERS RESPONSIBILITY TO MINI\ = SeO"!NrATION 0"ROM ON-SITe CONSTRUCTION ACTNTIES) FRCM BEING DEPOSITED ONTO ADJACENT PROP1SR1 eS AND RECErvNG STREA o1S0TCLCS N STRICT CONP'LIANCE W1TI -I VLLES' (327 LAC ", CONSTRUCTION ACTIVITY STORMWATER RLNOFF CONTROL). R SHALL ALSO Be TILE CONTRACTORS OR OWNERS RESPONSBL17Y TO OBTAIN ANT APPROVALS RECLIRED FROM TI-E LOCAL ALJTiaORITY AND TO SU*AT A COA4't.ETE NOTICE OF INTENT LETTM TO TLC CM9CE OF WATER MANAGEMENT, ND(ANA DePARTNt" OF B.IVRONMENNTAL MAI•NAGEMENT PRIOR TO ANY CONSTRUCTION ACTIVITY. NOTE: THESE DETAILS ARE TO BE USED FOR EROSIONS CONTROL PURPOSES, AND ALL OTHER PERMANENT SEEDING SHALL BE INACCORDANCE TO THE LANDSCAPE SPECIFICATIONS. (NO SCALE)p 4' 7" A R OPENING I 1,25 Bc + 12' (MIN.) 0p .3J l BS* •V'SSTEEL 4' DIAMETER BACKFILL WITH CLEAN FILL WITH CONCRETE 112 MIN) Ir S/FL OPE ^� r , - r r II D - INSIDE DIAMETER 6 — 2 STONE U vQ U � z 1 O ? 1 '. N F4 BARS -12" O.C. BOTH WAYS 3 "MIN. SHALLOW MANHOLE PIPE SIZES 8 " -24" (NO SCALE) NOTE: PRECAST INLET STRUCTURES OF SUITABLE SIZE MAY BE SUBSTITUTED FOR STORM MANHOLES AT REQUIRED LOCATIONS. NOTE: THE ACTUAL INVERT OF THE MANHOLE STRUCTURE MAY NEED TO BE SET BELOW THE INVERT OF THE STORM PIPE TO ALLOW FOR THE PROPER CONSTRUCTION OF THE CASTING AND TOP SLAB TO THE REQUIRED FINISH ELEVATIONS. EROSION CONTROL STATEMENT - L TLe SCOPE OF TIE WORK 6 TO REESTA9L.tSu VEGETATIVE COVER BY SEEDING. eT1LCR PERMAi\L"1TEMpCRARY. OR EROSION CONTROL TYPES. AS SLNOv^ ON TI-E PLAN AFTER FNS14 GRADING, ALL CONSTRUCTION AREAS ARE TO BE SEED. 2. PERMAdNENNT AND TEMPORARY SEEDING SWIALL BE N ACCORDANCE WTTW TLE OVALS SPeCFICAnONS SWOT 3. EROSION CONTROL. SEEDNA AN NT MA SEEDN6 TO BE APPLIED TO ALL D6TLIPSM AREAS AS SOON AS FiIAL GRADING IS ESTABLII•ED. MDC AND APPLY AS SWO'AN N TI-E SPECFICATIONS, IF TL4S SCEOP49 6 APPLIED K#EOIATELY LPDX•N ",j94 GRAorG. IT CAN SAVE SOME Oa TIE FURTL6t SEfDNG AND LEN•TI. -eN TLE OLRATION BETWEEN T)-E MANTENANC IT OF TL-E SILTATION TRAPS AND BARRIERS.) A, F GRADING OCCLRS DLRIN' DeCEN43eR. JAN LARY OF FEBRUARY. DORMANT SEeOM PROCeDLRES SHALL BE USED, IT 15 k4DERATIVE TWAT ALL SeDFALTNT FILTERS AND T12APS ARE N PLACE PRIOR TO BL.LK EA2714v10VNG OF CLEARING OPERATKyJS COK* ENCE. VARIES 114' PER FOOT SCORE 1" RAD. i ♦ ► ♦ I ► ► ♦ ► ► > ♦ 2* ♦ to COMPACTED L� iv 2 ► SUBGRADEg -CLASS "A" CONCRETE I ► ► INTEGRAL WALK AND CURB DETAIL (NO SCALE) T. C. EL EV, PA VEMEN T-� 1 "- H.A.C. SURFACE 3'- H.A.C. BINDER 4' -153 STONE 5--#2 STONE COMPACTED GRANULAR SUBGRADE R/W A SPHA L T PA 1/I NG SEC TION R/W PAVEMENT (NO SCALE) 1'- H.A.C. SURFACE 2 "- H.A.C. BINDER 4' -/53 STONE 4' -12 STONE a.v�r w ,..,"„�,.R SUBGRADE ASPHAL T PATING SECTION ON —SITE PAVEMENT (NO SCALE) NEENAH R -3405 OR EQUAL ` COMPACTED `.► 24' ► SUBGRADE 12" MIN. ► `r PRECAST CONC. WALLS—"` ALLS 12 STONE VAR. PIPE I 118" PIPE SIZE (MAX.) CONE. BASE 1A I V. i i ►• NOTE: WHERE STORM PIPES INTERSECT PRECAST INLET STRUCTURE AT AN ANGLE, A LARGER INLET STRUCTURE MAY BE REQUIRED TO INSURE THE STRUCTURAL INTEGRITY OF THE PRECAST UNIT. NOTE: DEPENDING UPON PRECAST INLET SIZE AND DEPTH A NEENAH R- 3405 -A CASTING OR EQUAL MAY BE SUBSTITUTED. PAVED AREA INLET 5. OIRIN• DRY O ATI -p2. KMIP LAV*45 WATERED WITW SPRIJQ.CRS OR OTLIER APPROVED KeTFaOM (RESEED ANY AREAS NOT GERW ATNG Ce DAMAGED AT NTCRVALS AS MAY Be RECLAM ACCOQ TO SEASONAL CCIOITION AND /OR COhISTRUCTION ACTIVGWCTMTY. WATER GRASS AND EXECUTE NECESSARY SEIEDIIG LNTL FULL STAIC Cr GRASS I4AS BEEN OBTAINED. 6. F OLRNG TI-e CCI`- R TION PROCESS, T6P- CCNTRACTCR 6 A" TO MANTAN A 25• N94W rt WOTW Ce VEGETATIVE COVER AROLI•D TLC PEWA` 'm CF TLC CONSTRLCTION ACTIVITY, rkIS W41 GREATLY REDUCE OR N SONG CASES eLP IATE TLC NEM NCR SCn.E SLTATION BARRIERS, 7. TLC ppLlJveJTAT)ON AND MAIN•TEMWI," Cr TLC eRO510N CONTROL PLAN 6 TI-e SOLE ReSPONSBILTY OF TLC CONTRACTOR AND /CR OWNER. B. R SHALL Be TLC CONTRACTORS AND /Ce OWNERS RESPONSIBILITY TO MINI\ = SeO"!NrATION 0"ROM ON-SITe CONSTRUCTION ACTNTIES) FRCM BEING DEPOSITED ONTO ADJACENT PROP1SR1 eS AND RECErvNG STREA o1S0TCLCS N STRICT CONP'LIANCE W1TI -I VLLES' (327 LAC ", CONSTRUCTION ACTIVITY STORMWATER RLNOFF CONTROL). R SHALL ALSO Be TILE CONTRACTORS OR OWNERS RESPONSBL17Y TO OBTAIN ANT APPROVALS RECLIRED FROM TI-E LOCAL ALJTiaORITY AND TO SU*AT A COA4't.ETE NOTICE OF INTENT LETTM TO TLC CM9CE OF WATER MANAGEMENT, ND(ANA DePARTNt" OF B.IVRONMENNTAL MAI•NAGEMENT PRIOR TO ANY CONSTRUCTION ACTIVITY. NOTE: THESE DETAILS ARE TO BE USED FOR EROSIONS CONTROL PURPOSES, AND ALL OTHER PERMANENT SEEDING SHALL BE INACCORDANCE TO THE LANDSCAPE SPECIFICATIONS. (NO SCALE)p 7" A R EDGE OF PAVEMENT, CURB. GUTTER OR SIMILAR STRUCTURE I 1,25 Bc + 12' (MIN.) 0p .3J l BS* •V'SSTEEL 66 k LARGER BACKFILL WITH CLEAN 10' MAX. SPACING COMPACT BY APPROVED WIRE FENCE METHODS. NATIVE BACKFILL D - INSIDE DIAMETER 14 GAGE ((MIN) -6' MESH SUITABLE WHEN d - DEPTH OF BEDDIN� 12" MIN INWG,R(MASX)AFAS NED MATERIAL BELOW IPE xA W 10' FROM EDGE OF gSPA AHpC W CL PAVEMENT. TIE wIRES,EEA DINGS FILTER FABRIC ALONG 2 c LENGTH (NO JOINTS) V) STAPLE OR WIRE TO FENCE 1 \ W n W 4'XEE4• TRENCH TO ( AND CACKPA M 6& W z DOWN - UPSLOPE SLOPE POST I I WZD I I = C4 SIL T FENCE SECTION (NO SCALE) r10" Dia. NOTE: ALL STRIPES TO BE 4" PAINTED WHITE -2 0' � n� i(4" (TYP) 3 j 18' R 11 HANDICAP PARKING SYMBOL DETAIL (NO SCALE) D 7" A R EDGE OF PAVEMENT, CURB. GUTTER OR SIMILAR STRUCTURE I 1,25 Bc + 12' (MIN.) 4 66 k LARGER BACKFILL WITH CLEAN GRANULAR MATERIAL do COMPACT BY APPROVED Bc - OUTSIDE DIAMETER METHODS. NATIVE BACKFILL D - INSIDE DIAMETER SUITABLE WHEN d - DEPTH OF BEDDIN� 12" MIN TRENCH IS BEYOND MATERIAL BELOW IPE xA W 10' FROM EDGE OF W CL PAVEMENT. D 7" A R � 30 TO 60 4 66 k LARGER 6 EP'nION 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 TO BE SEEDED AS FOLLOWS; A. SWALE SEEDING: SEED AND FERTILIZE WITHIN CONSTRUCTION LIMITS WITH 5/ /ACRE 'REDTOP GRASS ", 20# /ACRE 'RYE GRASS% 20/ /ACRE 'BLUEGRASS', 25/ /ACRE "FESCUE' AND 6D0/ /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 REQUIRING EROSION CONTROL MAY BE HYDROSEEDED IN ACCORDANCE WITH ABOVE SEED AND FERTILIZER SPECIFICATIONS. EDDING d ALL EXCAVATED AREAS UNDER PAVED SURFACES OR WITHIN 10' -0' OF ANY PAVED SURFACE SHALL BE BACKFILLED WITH GRANULAR MATERIAL TO WITHIN 1' OF THE TOP OF THE TRENCH (OR TO SUB -GRADE UNDER PAVEMENT). THIS GRANULAR BACK- FILL SHALL BE PLACED IN 12 INCH LIFTS AND EACH LAYER SHALL BE COMPACTED BY MECHANICAL MEANS TO AT LEAST 95% OF ITS MAXIMUM DRY DENSITY. HOWEVER, GRANULAR BACKFILL MAY BE PLACED IN 24 INCH LIFTS PROVIDED EACH LAYERR IS COMPACTED BY A COMBINATION OF SATURATION AND MECHANICAL MEANS TO AT LEAST 95% OF ITS MAXIMUM DRY DENSITY. STORM SEWER BEDDING SECTION CA SWALE ' 13� STRAW BALES BURIED 3" \-3' -/4 REBAR STAKE STRAW BALE PLACEMENT FOR EROSION CON TROL CONTROL SEEDING LIMITS 3:1 SLOP �Ti (NO SCALE) EROSION CONTROL SEEDING LIMITS----___ VARIABLE r-GRADE AS SHOWN ON PLANS 1 � DRAINAGE SWALE SECTION (NO SCALE) CONCRETE SIDEWALK HANDICAP RAMP DETAIL (NO SCALE) 8827 C STATE OF w b CD , 4 co e �1ANPc SHEET NO. ALLAN H. WEIHE REG. IND P.E. X8827 NM 150�PF'C��.DWG OF W W z_ 0 z W v t'7 a� J Q LLJ Q Q Li CL O A vi a � x oW my A ■ V3 W Ca N W Z� xA W W CL U V > V) W zW z z a W z Z W WZD wco C4 0 > W co ■� i o z ILO co ui z d � z o:5 j�' °zv CD , 4 co e �1ANPc SHEET NO. ALLAN H. WEIHE REG. IND P.E. X8827 NM 150�PF'C��.DWG OF W W z_ 0 z W v t'7 a� J Q LLJ Q Q Li CL O A