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HomeMy WebLinkAboutWESTONpt-MICHIGANrd-C5.1TEMPORARY SEEDING AND STABILIZATION DATES -®®®®®®®®®®®® RE■■.■.■■,I��j%,.■ ®■■0��■�■EM■ ®■■. E M■..■ 115, ■IRRIGATION NEEDED DURING JUNE AND JULY. TO CONTROL EROSION AT TIMES OTHER THAN IN THE SHADED AREAS, USE MULCH. LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS IF MULCH IS APPLIED INCREASE SEEDING APPLICATION BY 50 R DURING DORMANT PERIODS. NOTE: MULCHING REOUIRED WHEN ACTUAL CONDITIONS HAMPER THE ESTABLISHMENT OF VEGATATIVE GROUND COVER. PROVIDE TRANSOION RIWEEN STABILIZED CONSTRUCTION ENTRANCE WHO EXISTING ROADWAY EXISTING RLNLWAY (ASRMLT) - SEEDBED PREPARATION APPLY LIME TO RAISE THE PH TO THE LEVEL NEEDED FOR SPECIES BEING SEEDED. APPLY 23 POUNDS OF 12-12-12 ANALYSIS FERTILIZER (OR EOUWALENT PER 1000 SO. FT. (APPROXIMATELY 1000 POUNDS PER ACRE) OR FERTILIZE ACCORDING TO TEST. APPLICATION OF 150 LBS. OF AMMONIUM NITRATE ON AREAS LOW IN ORGANIC MATTER AND FERTILITY WILL GREATLY ENHANCE VEGETATIVE GROWTH. WORK THE FERTILIZER AND LIME INTO THE SOIL TO A DEPTH OF 2-3 INCHES WITH A HARROW, DISK OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE. SEEDING SELECT A SEED MIXTURE BASED ON PROJECTED USE OF THE AREA WHILE CONSIDERING BEST SEEDING DATES. SEE TEMPORARY SEEDING. IF TOLERANCES ARE A PROBLEM, SUCH AS SALT TOLERANCE OF SEEDINGS ADJACENT TO STREETS AND HIGHWAYS, PERMANENT SEED MIXTURES SPECIES Ibs. / Ibs. / SUITABLE DRY WELL WET ACRE 1,000 s.f. PH DRAINED LEVEL / SLOPING OPEN AREAS TALL FESCUE 35 0.8 5.5-8.3 2 1 2 TALL FESCUE 25 0.6 5.5-8.3 1 (RED CLOVER)" 5 0.12 KENTUCKY BLUEGRASS 15 0.4 5.5-7.5 2 1 CREEPING RED FESCUE 15 0.4 STEEP BANKS AND CUTS TALL FESCUE 15 0.4 5.8-7.5 2 1 2 KENTUCKY BLUEGRASS 25 0.6 TALL FESCUE 35 0.8 5.5-8.3 2 1 EMERALD CROWNVETCH" 10 0.25 LAWNS / HIGH MAINTANANCE AREAS KENTUCKY BLUEGRASS 40 OA 5.8-7.5 2 1 CREPING RED FESCUE 40 0.9 PERENNIAL RYEGRASS 170 4.0 5.8-7.5 1 (TURF TYPE) TALL FESCUE 170 4.0 5.5-8.3 2 1 2 1 = PREFERRED 2 = WILL TOLERATE " INOCULATE WITH SPECIFIC INOCULANT TEMPORARY SEEDING KIND OF SEED PER 1000 s0. ft. PER ACRE REMARKS WHEAT OR RYE 3.5 Ibs. 2 bu. COVER SEED I" - 1 1/2" DEEP FWGI 1. I" - 2 1/2' CRUSHED STONE, NOT LESS THAN FULL WIDTH OF INGRESS AND EGRESS. SPRING OATS 2.3 Ibs. 3 bid. COVER SEED I" DEEP ]. WHEN NECESSARY, WHEELS SHALL BE CLEANED 10 REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC ANNUAL RYEGRASS 1 Ibs. 40 Ibs. COVER SEED 1/4" DEEP' RIGHT-OF-WAY. 0 SHALL BE GONE OR AN AREA STMILIZED WITH CRUSHED STONE WHICH GRANS INTO 'NOT NECESSARY WHERE MULCH IS APPLIED AN APPROVED SEDIMENT TRAP. 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO EXISTING RQIDWAY ALL SEDIMENT SPILLED, TRACKED, OR DROPPED ONTO PUBLIC RICHT- SEED MIXTURES �1 or-WAY MUST BE REMOVED IMMEDIATELY. NOT TO SCALE STABILIZED CONSTRUCTION ENTRANCE z NOT TO KALE D5.1 MINIMUM OF 6" TOPSOIL OVER EXCAVATION MINIMUM OF 6- TOPSOIL OVER EXCAVATION TIFO ENSURE GROUNDCOVER GROWTH TO ENSURE GROUNDCOVER GROWTH REQUIRED IF NOT UNDER PAVEMENT LIFTING STRAPS DANDY BAG* VELCRO ADSURE STORM DANDY BACK SEWER GRATE AV DANDY CURB BAG" OVERFLOW GAP CURB AND CUTTER INLET •00®OW• CURB OR APPROVED FILTER EOUA LOW PROFILE NTH GUTTER FOR SAFETY AND CURB Inal°II°Lian: APPEAL L Place the empty D°nay Curb Bar unit over the grate as the Brute stands an end. 2. For ail and sediment model; to install or replace pesproent. place obzorbenl pillow in pouch, an the bottom (below -grade side) of the Unit. 3. Tmk the enclosure flap inside to completely enclose the grate. 4. Holding the Ilfting devices, being careful not to damage the sewn fobric Unit, insert the Brute into its frame, street side edge first, than lower per edge AIM rylfndrical tube into pace. The Cylindrical tube s"wld be partially dlock:ng the curb host opening when installed Potent. Maintenance: 1. The contractor man rumwve all accumulated sediment and debris from surface and VI of and after each Spin event or as directed by engineer/inspector, Dispose of unit no longer in OUR at on appropriate RELEASED FOR CONSTRUCTION " """ " ' Subject to compliance with all regulations DETAIL 3 of State and Neal Codes C5.1 City yoof Catm�edl �VT�V)�D*VAWMC_ DATE: \ 08/19/19 REGULAR BACKFILL BORROW OR EQUAL MOLAR MATERIAL IMPACTED TO 90 R ANDARO PROCTOR NSITY 'BBORROW OR EQUAL GRANUTAR MATERIAL COMPACTED TO 95 % STANDARD PROCTOR DENSITY NOTE: ALL BEDDING k INITIAL BACKFILL NOTE: ALL BEDDING k INITIAL BACKFILL DEPTH OF BEDDING SHALL BE INSTALLED IN 6' - ¢" DEPTH OF BEDDING SHALL BE INSTALLED IN 6' - 12' MATERIAL BELOW PIPE BALANCED LIFTS MATERIAL BELOW PIPE BALANCED LIFTS INSIDE DIAMETER US) MIN. A MINIMUM 9" OF CLEARANCE INSIDE DIAMETER (a) MIN. A MINIMUM 9' OF CLEARANCE D' k SMALLER 66" - 3' a' SHALL BE PROVIDED ON EACH 2)" k SMALLER 30' - 60" 3' 4- SHALL BE FRONDED ON EACH LA' 66" k LARGER 6' SIDE OF THE INSTALLED PIPE 66' k LARGER 6' SIDE OF THE INSTALLED PIPE CONCRETE PIPE TRENCH DETAIL s CONCRETE PIPE TRENCH DETAIL s NOT i0 SCALE (MORE THAN 5' FROM PVMT.) CS.1 NOT i0 SCALE CS.1 (W/I 5 OF PAVEMENT) ZOO 2)5 250 225 MO SLOPE 1)5 LENGTH ISO 125 IOU )5 50 25 0 i 112 11/2 X % I STAPLE PER SO. VD. GENERAL STAPLE RECOMMENDATIONS f STAPLES PER SO. YET NO 11111 man 4:1 3:1 2:1 1:1 CHANNEL SLOPE GRADIENT LINING STOLE PATTERNS APPLY TO ALL NORTH AMERICA4 EROSIO CONTROL BLANKETS, STOLE PATTERNS MAY VARY DEPENDING UPON SOIL "PE AND AVERAGE ANNUAL RAINFALL. AT SLOPE LENGTHS GREATER THAN 300 MET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ON70 THE BLANKETS, STAPLE PATTERN 'C" SHOULD BE U➢UZED. C % x 2 STAPLES PER SO. YD CHANNEL LININGS UTILIZE STAPLE PATTERN G" WITH ADDITIONAL STAPLES ON SIDE SLOMS AT PROJECTED WATER LINE. CONTRACTOR SHALL INSPECT ARM REQUIRING EROSION CONTROL BLANKETS WEEKLY TO INSURE SEEDING TAKES HOLD. ALL AREAS THAT NEED TO BE RESEEDED SHALL BE DONE AS QUICKLY AS PRACTICAL. GRASS SEED SHALL BE USE 4 STAPLES ACROSS AT ME START OF EACH ROLL AND WATERED AS NECESSARY TO PROMOTE GROWTH. CONTINUE 10 STOLE THROUGHOUT THE LENGTH OF ME ROLL (100) STAPLES MINIMUM MR ROLL STAPLE PATTERN DETAIL 7 NOT TO SCALE C5.1 • AN ESTIMATED CHART OF THE THE MOUNT OF WATER PER WY WILL BE ATTACHED TO SWPPP SHEET. • SEE SITE PLAN FOR PLACEMENT OF CIAO. • THERE WILL BE NO BELOW GRADE SYSTEMS NTH THIS PROJECT. • BOX WILL BE MONITORED DAILY BY FOREMAN 10 PREVENT OVERFLOW OR OVERWEIGHT CONDITIONS. WHEN THE FREE BOARD GEM TO WITHIN IB" THE FOREMAN WILL CALL FOR REMOVAL. • AL WASHOUT SLURRY WILL BE TAKEN TO AN APPROVED DUMP SITE Be APPROVED HAULER. • SEE ATTACHED SWPPP SHEET FOR CONTRACTORS EMERGENCY SPILL PROCEDURES FOR CONCRETE SPILLS. ' CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SHE. SIGNS SHALL BE PLACED Al ME CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE TRUCKS, PUMPS RIGS AND CWO. • THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEWED OUT AS NECESSARY TO AWNTAN CAPAOITY FOR WASTED CONCRETE. • AT THE END OF CONSTRUCTION. ALL CONCRETE SHALL BE REMOVED. FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. • WHEN THE CONCRETE WASHOUT ARE IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE SVBILIZED IN A MANNER APPROVED BY THE INSPECTOR_ CONCRETE WASHOUT DETAIL e NOT TO SCALE C5.1 F pA WALL 6 a 1 W. AC A 8 C D E MMI R-1 R-] %RI 12 2 1 1 2 530 4 24 AB 2 B IT 2 24 U to I I6 Asses 9 ! I 15 2 1 4 2 )4D 6 Il 46 A W 16 13 I I If 3 I 0 18 2 1 2 1 2 920 9 23 46 73 36 19 15 1 2 12 4 11 2 3 4 2 114 t2B0 9 35 x 23 42 22 f6 1 6 IJ 24 3 2 1 2 1520 9 1 2 43 1 2 .W 73 1 2 48 25 I6 11 16 14 4 1 2 _T7 J 1 4 2 1 2 1930 10 1 2 48 }5 ] 23 12 N X 17 J 4 Is 1} A I JO 3 1 2 3 2190 12 54 19 ] 4 73 34 60 31 16 5 16 IS 5 IT 334 33 31% 1312 SR 12 3914 9234 66 .14 2334 121} 512 M 4! 1 2 AIM 15 63 S4 ! 4 91 14 72 37 24 116 20 5 12 41 4 1 2 3 34 1190 T 63 S 98 18 43 21 1 4 22 5 I d A6 5 4 1 4 lose 24 J} A 98 BSI 49 W 1 22 5 3 4 54 5 1 4 34 93411 22 65 35 IM 90 55 32 2 6 N 6 1 A A0 a 5 am 30 ad J9 99 96 61 M 3 4 24 6 314 1 1 1 4 21 1 T 11 1 24 1 1 4 '1fj AT 1 ) fing 6 I IRA 14 1 28 1 41 1 99 IAA 1 A 141 15 16 A 8 1 & 1 6 1 2 1 1635D 1 24 1 26 I }I I 92 I 12D I SS 44 13/151 Z4 1 9 NOTES: 1, MWUFACIURE O END SECTION 5 N ACCORWICE WM VRXAAE FORTXx46 O ASTM. SRCF1FHam C]6. RCP END -SECTION DETAIL i1 NOT TO SCALE C5.1 So ad 2:1 SLOPE OR LESS ON ALL SIDES PLACE STRUCTURE ON 5"min. COMPACTED GRANULAR Flu FABRIC WEIGHT 4 OZ/SYD SET FENCE SHALL BE INSTALLED BEFORE GRAB STRENGTH ... - ...... - ..... - ...... - .........................WARP 125 LBS. EARTH MOVING ACTMTIES TAKE PLACE AND ELONGATION WARP SO S SHALL REMAIN UNTIL PERMANENT SEEDING TRAPEZOIDAL YEAR STRENGTH.. ...... - ...... - ..... - ...... 50 LBS. RAS TAKEN HOLD. CONTRACTOR SHALL BURST STRENGTH 200 PSI INSPECT FENCES DAILY TO INSURE SEDIMENT UV RESISTANCE......- ...... ....... - ....... - ............. - ....... .> 703 IS NOT ENTERING WATERWAYS OR SEWERS. AO.S.... -...... -....... ........ -...... -...... ......... ....... ........ -.50-30 SLURRY FLOW RATE.. ...... -.... __..... - ....... - .... - ...... .225 GPM/SO. IT, SEDIMENT RETENTION... ....... -...... ......... ....... .......-... 75% SILT FENCE SHALL BE A MACHINE PRODUCED. NON -WOVEN GEOTExTILE OF IOOR POLYPROPYLENE MEETING THE PHYSICAL PROPERTIES BELOW. ALL STAKES SHALL. BE 2" X V HARDWOOD 36" TALL NTH 24" TALL LATH STARED TO STAKES OVER FABRIC AS REINFORCEMENT ALL SILT FENCE SHALL RE PREFABRICATED BY THE SUPPLIER, NO FIELD ASSEMBLY WILL BE ACCEPTED. WOODEN LATH ALL SILT FENCES ARE i0 BE PLACED Al TOE OF IJ,/ SLOPE k PERIMETER OF ATTACH FILTER FABRIC TO WIRE FENCE If EXTEND IT INTO TRENCH EXCAVATE 4' s 4' TRENCH UPSLOPE ALONG POSTS STOLE WIRE FENCING 10 FENCE POSTS (BACK FILL k COMPACT EXCAVATED SOIL INTO TRENCH) NOTES I. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH BF THE TRAP. SILT FENCE DETAIL 11 NOT TO SCALE CS.1 FLEXSTORM P/Ns 62'_'HDPC & 62'_'HDPCP HD2L INLET TYPE, RECTANGULAR PRECAST OPENING WITH 2 SEAT GRATE SUPPORTS ON SHORT LEDGES (LONG SPAN) h FOa o Ei FT � J � c. pwell ATEw. wmfwmcaem SIR 4 STIR. 2,; e NOTES L RATINGS SHOWN ARE FOR STANDARD 22- BAG ➢EPTHJ 'SHORT' 12' DEPTH HAGS ARE AVAILABLE WITH -S J RATINGS REDUCED BY -50%. 2. THE FOLLOWING REQUIRES ADDITIONAL REVIEW 0 -GRATES WITH EXTENDED BOTTOMS -ANY OBSTRUCTED INLET OPENINGS } ALL PRODUCTS MANUFACTURED BY INLET L PIPE PROTECTION, INC A DIVISION OF ADS, INC. WWWINLETFILTERS.COM USE FLEXSTORM INLET FILTER MODEL PC+ (INCLUDES OIL SKIMMER) or APPROVED EQUAL © PERMANENT INLET PROTECTION DETAIL z NOT TO SCALE C5.1 THE INSIDE OF ALL STORM STRUCTURES SHALL HAVE FINISH GROUTING WHICH INCLUDES BETWEEN BARREL TO BARREL SECTIONS, BETWEEN RISER RINGS, AND AROUND ALL PIPES. STORM INLET m SEDIMENT TRAP SEDMENTL TRAP BARS O 12" O.C. EACH WAY CATCH BASIN 24"x36" o NOT TO SCALE C5.1 2:1 SLOPE OR LESS ON ALL SIDES 24" 2 o D is 4 BACK FILL CATCH BASIN 6. EXCAVATION TO GRADE W/ No. 53 CRUSHED STONE is 6 n xs A nA PLACE STRUCTURE ON 6"min. COMPACTED GRANULAR FILL T. 0. C. NEENAH IRON GUTTER INLET FRAME AND GRATE BARS O 12" O.C. EACH WAY INVERT CATCH BASIN 24"x241t NOT TO SCALE CS_1 PEBBD332 STATE OF z rc as BE z z O ByOur Ad4 bid bid V - J4 z 4 a: U& LOP LOP w ¢ r Cs as i 3 a i lLU Ug8W Or 3e C5 SO SO w r IL L _ cd Q odsR O ; ; m 7 F LL O l� IY Oti E ED vim] 09 M�wy� I c W ad d 'e g M 'N E ' tv ya S d Z o ry w O z � IJ Z a O n �f1 ION0 W ES UP0 Is'N Ci a Lai O_ a 5 d z> 1� G C)l 1� d W I wn I� g w ND m = M � a O 3 5 � c C1 W �( O O o A z zAd O OU F-I z t� F M,✓t O Z G W F A� 1--1A�N •M ? QI O z a- O Z.5 0: U DRAWN BY: TEN CHECKED BY: ALD PROJECT No. 1610-024 SHEET No C541