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Home My WebLink AboutC4.1 - 180622APPLY E TO SE pH TO L NEEDED ING SEEDED. APPILY(( 23 POIUNDS OF 12-12 12LAANNALYSS FERTIL01 ER RgRE EQUIVALENT PER TEST. A1000 PPLICATA OFXI1MATELY 50 LBSL OF AMMONIUM000 POUNDS ER NITRATEE)OR BEON AREAS LIZE OW AIN CORDIORGAN� ETO MATTER AND FERTIUTY WILL GREATLY ENHANCE VEGETATIVE GROWTH. WORK THE FERTILIZER AND UME 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 (SEE PERMANENT SEED MIXTURE CHART. WHILE CONSIDERING BEST SEEDING DATES. IF PERMANENT SEEDING IS NOT P RMITTED USE TEMPORARY SEEDING UNTIL PERMANENT SEEDING CAN BE APPLIED. IF TOLERANCES ARE A PROBLEM, SUCH AS SALT TOLERANCE OF SEEDINGS ADJACENT TO STREETS AND HIGHWAYS, SEE SEED TOLERANCE CHART. SE a W z- pE� W V (0 W v W% SOIL 3U3 wy� MEL'! Ii 3U3 ay to �? L93U3 og rci W Q SOIL more sJ LD� �s� CONDITION S ww igw pj LOW TOLERANCE u� �� LLz 33 w WFT NORM DRY v�i� W2i GEN. SOIL SPRAY CREEPING RED FESCUE 2 1 2 1 1 1 MID. 1 20-25 12-18 7-21 S FESTUCA RUBRA KENTUCKY BLUEGRASS 2 1 2 1 1 1 MED. 1 20-35 12-18 10-20 MT PDA PROTINSIS TALL FESCUE FESTUCA L. ARUNDINACEA 2 1 1 1 1 1 LOW 1 24-35 24-36 5-14 T PERENNIAL RYEGRASS 2 1 2 - 1 2 MED. 2 15-20 12-18 5-10 MT LOLLUM PERENNE HIGH CROWNVETCH _ 1 1 2 - - LOW 1 5-10 24 14-21 T CORONILLA VARLA RED CLOVER TRIFOLIUM PROTENSE - 1 - 2 - - MED. 1 7-10 18 5-10 S S WHEAT OR RYE OATS ANNUAL RYEGRASS NON -IRRIGATED' RANKING; SALT TOLERANCE (TO BOTH SOIL SALTS & SPEW IRRIGATED 1 GOOD T TOLERANCE FERTILIZER NOTE DORMANT 2 MEDIUM MT MEDIUM TOLERANCE SEEDING " - NOT TOLERANT S SLIGHT TOLERANCE DO NOT USE P112RHOfROUS CONTAINING FERTILIZERS SEED TOLERANCE IS UNLESS SOIL TESTS SHOW A PHOSPHOROUS DEFICIENCY. SPECIES SEEDING RATE SUITABLE PH SITE SUITABILITY LBS/ACRE L85�1000 S FT. DROUGHTY WELL DRAINED WET LEVEL AND SLOPING, OPEN AREAS 1. TALL FESCUE 35 .e 5.5-8.3 2 1 2 2. TALL FESCUE1 25 .6 1 5.5-8.3 1 RED CLOVER 1 5 .12 3. KENTUCKY BLUEGRASS 1 1 .4 1 5.8-7.52 1 CREEPING RED FESCUE 1 15 1 .4 STEEP BANKS AND CUTS 4. TALL FESCUE 1 15 1 .4 1 5.8-7.5 1 2 1 2 KEW CKY BLUEGRASS .6 5. TALL FESCUE 35 .8 5.5-8.3 2 1 EMERALD CROWNVETCH•" 1 10 1 .25 LAWNS AND HIGH MAINTENANCE AREAS 6. KEMUCKY BLUEGRASS1 40 1 .9 1 5.8-7.5 1 2 1 CREEPING RED FESCUE 40 UI 1. PERENNIAL RYEGRASS1 170 1 4.0 1 5.0-7.5 URF PE 8. TALL FESCUE 1 170 1 4.0 1 5.5-8F5 1 2 1 1 1 2 1 - PREFERRED 2 - WILL TOLERATE '• INOCULATE WITH SPECIFIC INOCULANT. SEED TOLERANCE CHART SEEDING DETAIL TEMPORARY SEEDING DATES FLEXSTORM CATCH -IT FILTERS FOR TEMPORARY INLET PROTECTION PRODUCT SELECTION AND SPECIFICATION DRAWING ®®®®®®®®®®®® � " ■■ ■■■®®■■■■■■■ ■■■■e�.oeee� PERMANENT SEEDING DATES ®®®®®®®®®®®® IRRIGATION NEEDED DURING THIS PERIOD. 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 APPUCATION BY 50%. TEMPORARY SEEDINGS TYPE OF SEED 1000 SQ. FT. ACRE REMARKS WHEAT OR RYE 3.5 LBS. 2 BID. COVER SEED 1- TO 1 1/2" DEEP SPRING OATS 2.3 CBS. 3 BU. COVER SEED 1" DEEP ANNUAL RYEGRASS 1 LB. 40 U3. COVER SEED 1 4" DEEP ' NOT NECESSARY WHERE MULCH IS APPLIED. EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE STONE ENTRANCE AS NEEDED PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY, AFTER STORM EVENTS PAID AS NEEDED PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS PAID AS NEEDED PRIOR TO CLEARING AND GRADING TEMPORARY DWERSIONS WEEKLY, AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING TEMPORARY SEEDING WATER AS NEEDED AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING - AS SOON AS PRACTICAL UPON COMPLETION EROSION CONTROL MATTING WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING - AS SOON AS PRACTICAL UPON COMPLETION ROCK CHECK DAM WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING - AS SOON AS PRACTICAL UPON COMPLETION INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED REMOVAL OF TREE PROTECTION N/A AFTER PERMANENT SEEDING REMOVAL OF STRAW BALES N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABIUZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS 1. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BIANKET. 2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL. RE -SEED THE AREA, AND RE -LAY AND STAPLE THE BLANKET. 3. AFTER VEGETATIVE ESTABUSHMENT. CHECK THE TREATED AREA PERIODICALLY. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS: 1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. 2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. 3. TOP DRESS WITH CLEAN STONE AS NEEDED. RELEASED FOR CONSTRUCTION SHOULD ONLY BE USED FOHEUWLATERR ISDS 1SIN. Subject to compliance WRh all regulations MEDWTELY. "a c1..1..."d I"...a P.A.. City of Camlel (� �MY�V'�13atiYWML_ DATE: \ 06/17/19 SILT FENCE mum BEEHIVE INLET OR DRAINAGE COVER SILT FENCE EXTENDS 8" BELOW FINISHED GRADE NOTE: 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. oz SILT FENCE INLET PRnTFCTInN NOT TO SCALE ROCK CHECK DAM MAINTENANCE REQUIREMENTS: 1. INSPECT ROCK CHECK DAMS AFTER EACH STORM EVENT AND PROMPTLY REMOVE ANY SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN, TAKING CARE NOT TO UNDERMINE THE ENTRENCHED BALES. 2. INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION ACTIVITIES AND REPAIR IMMEDIATELY. 3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL ROCK CHECK DAMS AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE IT. 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRAD, AND STABILIZE. �_7_1 u m.vasssmcss <w,77 1L MN r..�.wN.. MMIRD aE 59 UAW I° MERKOLAwwo 18 WWI n a."n.r , ..a., m411N10 r.. MIN Amy UP 2!2 ft rail ftl� C 1 42 � MOVES. 1. ALL FRAMING Is corvsTRllcTEo OF CORPOSON RESISTANT STEEL (ZINC PIAtED OR GALVANIZED) FOR ] YEAR MINIMUM SERVICE LIFE. 2. UPON ORDERING CONFlflM61V10N BE THE DOT (OCCULT, PRECAST OR CASTING MAKE AND MODEL, OR DETNIED DIMEN90NAL FORMS MUST BE PROVIDED TO CONFIGURE µ0 ASSEMBLE YOUR CUSTOMUED RF]ISTORM INLET BYTE. PART NUMBER ALONE IS NOT SUPICIENT. 3. FOR WRITTEN SPECIRCATONS AMID MN MAKES GUIDELINES AST MWW.INLEIFlLIFAS.COM HSTMI.TDN. 1. REMOVE GRATE � 2. DROP FLEMSTORM INLET FILTER ONTO LOAD BEWIXC ALL PRODUCES MANUFACTURED BY INLET A PIPE PROTECTION. INC UP OF CASTING A WEIGH OF ADS, INC. CONCHES STRUCTURE WWN.INIETBLTERS.COM Xal 2B]-e855 PH 3. REPLACE GRATE a.TD ass-Un F F INLETELTERS.roM C PPF _W:m$yHiF[ffiO \\\\BGC ROAD 8Q. \\ #2 COARSEN AGGREGATE GEOTEXTILE FABRIC TO FOUNDATION (ESPECIALLY WHERE WETNESS IS AP 03 TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE 10' MIN. tI B B w - - a I I I I I I I I 10 MIL PLAN PLASTIC LINING TYPE "ABOVE GRADE" WITH STRAW BALES REVISION RECORD DATE DESCRIPTION IDES BY I APP BY 6- FACE OF ♦%8 STONE OVER RIP -RAP STONE. 2:1 SIDE SLOPE FILTER FABRIC OR FLATTER 9" LOWER THAN TOP OF BANKS OF SWALE 2:1 SIDE SLOPET OR FLATTER \ 6" FACE OF#8 STONE OVER RIP- P STONE. FILTER FABRIC 01 ROCK CHECK DAM C4.1 NOT TO SCALE 1. PLACE THE END POST OF THE SECOND FENCE ST INSIDE THE END POST OF THE FIRST FENCE. 2. ROTATE BOTH POSTS AT LEAST 180' IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL. 3. DRIVE BOTH POSTS A MINIMUM OF 18" INTO THE GROUND AND BURY THE FLAP. JOINT DETAIL EXTEND FSABR�C �� PNOS 5 SHALL HAVE A MINIMUM LENGTH OF 36 INCHES PLUS BURIAL DEPTH. POST MATERIAL IN SURFACE �/ /\ SHALL BE WOOD, STEEL, OR SYNTHETIC, AND SHALL BE OF \ DURING INSTALLATIONANDFFICIENT TH TO 0 SUPPORT A PLIED 2• FABRIC SHALL BE A WOVEN GEOTEXTILE FABRIC CONSISTING OF STRONG, ROT RESISTANT, 1 /8" DOA. MATERIALS RESISTANT TO DETERIORATION FROM STEEL WIRE < ULTRAVIOLET AND HEAT EXPOSURE. (TYIP) os SILT FENCE CONSTRUCTION STAPLE DETAIL NOT TO SCALE BALE (TYP.) CONCRETE WASHOUT SIGN DETAIL (OR EQUIVALENT) BLACK LETTERS 6" HEIGHT 0.5" LAG SCREWS WOOD POST 3"X 3"X 8' STAPLES 10 MIL BINDING WIRE (2 PER BALE) PLASTIC LINING NOTES: 1. ACTUAL LAYOUT DETERMINED IN FIELD. 2. THE CONCRETE WASHOUT SIGN STRAW BALE SHALL BE INSTALLED WITHIN SECTION B-B 30 FT. OF THE TEMPORARY NATIVE MATERIAL WOOD OR METAL CONCRETE WASHOUT FACILITY. (OPTIONAL) STAKES (2 PER BALE) oa CONCRETE WASHOUT BMP C4.1 NOT TO SCALE TYPE I LONGEVITY MAX. SLOPE APPLICATION S75 10 MONTHS 3'.1 LOW FLOW SWALES R575 60 DAYS 3.1 LOW FLOW SWALES S150 10 MONTHS 2'.1 MODERATE DISCHARGE SWALES DS150 60 DAYS 2a MODERATE DISCHARGE SWALES SC150 2 YEARS 1.1 MEDIUM DISCHARGE SWATS C125 3 YEARS >1.1 HIGH DISCHARGE SWALES 1 THE EDGES OF THE BLANKET SHOULD BE BUTTED AGAINST EACH OTHER THE EDGES OF THE SCC225 SHOULD BE OVERLAPPED 2. 3 THE BLANKET SHOULD NOT BE STRETCHED BUT ALLOWED To wY LOOSELY ON THE SOIL SURFACE TO ACHIEVE MAMMON BANKER TO SOIL CONTACT. 2 ON SLOPE APPLICATIONS, THE TOP OF THE BLANKET SHOULD BE "SLOTTED IN' ABOVE THE BREAK OF THE SLOPE OR AT A MINIMUM. STAPLED IN PLACE WITH STAPLES 6 APART ON THE ENO OF THE BUNKLT. 4 ON LONG SLOPES, THE ENDS OF THE BLANKETS SHOULD BE OVERAPPED 4 - 6" IN A "SHINGLE EFTECT'. 6 PREPARATION OF THE SEED BED. INCLUDING APPLICATION OF LIME. FERTILIZER AND SEED SHOULD BE CONDUCTE AS NORMAL PRIOR To INSTALLATION OF BLANKET. - s 111K` IN HIGH VELOCITY CHANNEL t APPLICATIONS, CHECK SLOTS SHOULD BE ESTABLISHED EVERY 35 ID 4By AC THE SHOU BE ET SIDE Er SHOULD DEEP WITH B STAPLED 6' DEEP THE EHE 06 EROSION BLANKET INSATLLATION IN THE BOTTOM OF THE SLOT. THEN 07 S B4CKFlLLED µD sEEOEO. NITO SCALE U z z z IL _IL UE] ❑ O a 1,0 ED CA� OI 00 O W v N w+>� x I-Y ' N 0 o LL U5 O Ur) rA �ll L0 �O a E �C)000 a z y�o� W d3 M x �C) VDO a ,i '11SE,AC�QOGT,��• teY' moo•• i1 NO PE10910647 •: Lf .D :• STATE OF Q, 46 AM; N ,WW,,W� 11111L\ W,,,,, LAS DATE: 06/22/2018 DWN BY: KPB CHKD. BY: BSC SCALE: N/A DATE: 06 22/18 of N�N �I 1� O Q /U/ W O ^ W m GM I19 /w\ I> a F-I y M �5 F O \ ��..II O� L�-I 1--1 24 xL0 a /U/�/� VL N"I W W L�/ H�F-I -4�/� �x ` V1 PROJECT NUMBER TPS.007 DRAWING NUMBER C41a 1 SHEET 7 OF 16