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HomeMy WebLinkAbout07100032-36 Primary Plat Rcv. 12/6/2007 DOCSPROJECT LOCATION VICINITY MAP NO SCALE OPERATING AUTHORITIES GAS VECTREN P.O.Box 1700 Noblesville, Indiana 46060 317 - 776 -5573 Jim Scott ELECTRIC CINERGY / PSI 1441 South Guilford Road Carmel, Indiana 46032 317- 776 -5347 Rick McClain SANITARY CLAY TOWNSHIP REGIONAL WASTE DISTRICT 10701 North College Avenue, Suite A Indianapolis, Indiana 46240 Jay W. Alley SCHOOL DISTRICT 5201 East 131 st Street Carmel, Indiana 46033 Ron Farrand HOLEYMOLEYSAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORNNG L34YSBEFORE YOU DIG 1-800-382-5544 GALL TOLL FREE PER /ND / 4 N A S TA T E L A W /C 8.1, Z d JT 13AG4/NST 7HELAw 7th FJCCAVA7L° AlTHOUT NO 77FY1NG 77YE UAVERGROUND 10C477ONSERVICE TWO (2) WORKING DAYS BEFORECOANENCNNG WORK CABLE TELEVISION NETWORKS BRIGHT HOUSE 516 East Carmel Drive Carmel, Indiana 46032 317- 972 -9700 STREETS HIGHWAY DEPARTMENT 1770 South 10th Street Noblesville, Indiana 46060 317 - 773 -7770 Mike McBride STORM DRAINAGE BOARD One Hamilton County Square, Suite 188 Noblesville, Indiana 46060 (317) 776 -8495 WATER CARMEL CITY UTILITIES 3450 wEST 131st STREET Westfield, Indiana 462074 317 - 733 -2855 Paul Pace TELEPHONE SBC 5858 North College Avenue Indianapolis, Indiana 46220 317 -972 -9700 Jeremy Pendelton FIRE DEPARTMENT CARMEL / CLAY TOWNSHIP FIRE DEPARTMENT Fire Headquarters, Station 41 2 Civic Square Carmel, Indiana 46032 317- 571 -2600 L D HZZ93L E-A G`�' Lr:j 9A9 RESIDENTIAL SUBDIVISION COWTi4►f1l /NG 11.6 AC +/- E 1/2 NE 114 IifW 114, SEC. 9- T17N -R3E CLAY TOWAISH►P, HAMILTON COU11lTY, INDIANA PROJECT ADDRESS: 106th STREET, CARMEIy INDIANA 46032 DOCKET NO* 07100032PP 106th Street PROJECT LOCATION M 0 0 t? w 0 a a w Z 4 0 1 s� LOCATION MAP # NO SCALE G� 9 2 W DEVELOPER & PROPERTY OlirliVER Z W Q JB 3 �' 8 0 :� �_ � � � ll � N 210 EAST 91st STREET, SUITE A 0 � REALTY C O R P 1N� ►��POl /S,1iVD /�fttA 46240 3 PHONE: 31784 467 � P�1X: 317 -844 -4527 4 CONTACT: JEFFREY Be COHEN -- DATE OF SUBMISSION: • � 6 i We REVISED: 1gi SOURCE OF TinE: .z 5 10 FAKE \� � " - EXISTING ZONING,* S 1 SITE MAP SCALE: 1" =120' STREET NAME CHART LINE I STREET NAME STREET LENGTH WOODHALL LANE 11 1220 LF +- 125 MPH DESIGN SPEED CERTIFIED BY: PLANS PREPARED BY, EIVCIIVEERIIVC 8.53 COL UWSIA ROAO, SUITE 0707 PLAINFIELO, W 46768 BUS. 0779 707 -3700, FAX (377) 707 -3800 E —MAIL bannlng@banning--eng.com CONTACT: LANCE G. FERRELL DATE: C Ln • o }i r • • r. ,v .� gr: Ce ; _ Dj a i z a w C=4 e , , 0 Q LAKE 1 p F Asherwood Ln • ' v z o ; � 1 p ! a - . E 1 s� LOCATION MAP # NO SCALE G� 9 2 W DEVELOPER & PROPERTY OlirliVER Z W Q JB 3 �' 8 0 :� �_ � � � ll � N 210 EAST 91st STREET, SUITE A 0 � REALTY C O R P 1N� ►��POl /S,1iVD /�fttA 46240 3 PHONE: 31784 467 � P�1X: 317 -844 -4527 4 CONTACT: JEFFREY Be COHEN -- DATE OF SUBMISSION: • � 6 i We REVISED: 1gi SOURCE OF TinE: .z 5 10 FAKE \� � " - EXISTING ZONING,* S 1 SITE MAP SCALE: 1" =120' STREET NAME CHART LINE I STREET NAME STREET LENGTH WOODHALL LANE 11 1220 LF +- 125 MPH DESIGN SPEED CERTIFIED BY: PLANS PREPARED BY, EIVCIIVEERIIVC 8.53 COL UWSIA ROAO, SUITE 0707 PLAINFIELO, W 46768 BUS. 0779 707 -3700, FAX (377) 707 -3800 E —MAIL bannlng@banning--eng.com CONTACT: LANCE G. FERRELL DATE: / / / (A SO PRIVATE STREET STATEMENT CD CP `,BLh7R0W00D FAA11LYirARM INC. ,� - - - , -�� i , ,-4 1 1% 9 INST.# 9909909362 t ZONING S -1i N 000 25/66" W 60-62-1 JB COHEN REALTY CORP. AND ANY AND ALL SUCCESSORS AND ASSIGNS HEREBY WAIVE ALL RIGHTS TO PETITION THE HAMILTON COUNTY HIGHWAY DEPARTMENT, THE HAMILTON COUNTY BOARD OF COMMISSIONERS, OR HAMILTON COUNTY, OR THE SUCCESSOR UNIT OF GOVERNMENT TO BE RESPONSIBLE FOR THE MAINTENANCE OF THE INGRESS /EGRESS EASEMENT, OR TO HAVE THE EASEMENT CONSIDERED A PUBLIC ROAD NECESSITATING MAINTENANCE BY ANY UNIT OF GOVERNMENT. WHERE INGRESS /EGRESS EASEMENTS ARE SHOWN ON THIS PLAT, THOSE LOT OWNERS ABUTTING SUCH EASEMENTS SHALL OWN EQUAL AND UNDIVIDED INTEREST IN SUCH EASEMENTS AS TENANTS IN COMMON, AND IT SHALL BE THE OBLIGATION OF EACH OWNER IN COMMON WITH THE OTHER LOT OWNERS ABUTTING SUCH A STREET TO CONTRIBUTE AN EQUAL SHARE OF THE COST OF THE MAINTENANCE OF SUCH STREETS. WHERE A MAJORITY OF LOT OWNERS SERVED BY A PRIVATE STREET ELECT TO REPAIR THE PRIVATE STREET LOCATED IN THE EASEMENT AND ONE OR MORE LOT OWNERS FAIL TO PAY THEIR ALLOCABLE SHARE OF SUCH REPAIR, THEN THE OWNERS PAYING SUCH COST MAY FILE A LIEN FOR THE REASONABLE VALUE OF THE LABOR PERFORMED AND MATERIALS FURNISHED AS PRESCRIBED BY THE LIEN LAWS OF THE STATE OF INDIANAAGAINST ANY SUCH LOT AND THE OWNER THEREOF AND RECOVER THE FULLASSESSMENT OWED TOGETHER WITH INTEREST FROM DUE DATE AND REASONABLE ATTORNEY'S FEES. THE PRIVATE EASEMENT MAY CONTAIN UTILITIES TO SERVE SAID LOTS. ALL PRIVATE STREET EASEMENTS SHALL BE A UTILITY EASEMENT. SITE CONSTRUCTION SEQUENCE A. INSTALL CONSTRUCTION ENTRANCE ALONG THE PROPOSED ENTRANCE. B. START MASS EARTHWORK, LAKE CONSTRUCTION FOLLOWED BY EROSION CONTROL. C. INSTALLAND CONNECTALL INFRASTRUCTURE. D. MAINTAIN EROSION CONTROL. GENERAL NOTES 1. ALL SANITARY SEWER SHALL BE 8" PVC UNLESS NOTED OTHERWISE. 2. WATER MAIN THRU THE SUBDIVISION TO BE 8" PVC. 3. PRIVATE STREET TO BE 30' IN WIDTH AND HAVE A 50' INGRESS EGRESS EASEMENT. 4. ALL LOTS TO 10' SIDEYARD SETBACK AND 20' REAR YARD SETBACK. 5. S.O.S. TYPE ACCESS DEVICES SHALL BE INSTALLED AT THE GATE W/ A BATTERY BACKUP. 6. BLUE REFLECTORS TO BE PLACE IN THE STREET PERPENDICULAR TO FIRE HYDRANTS, TO ALLOW FIRE DEPARTMENT TO MORE EASILY LOCATE HYDRANTS DURING AN EMERGENCY. FLOODPLAIN NOTE THIS PROJECT DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD ZONE AS PLOTTED BY SCALE ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONAL FLOOD INSURANCE PROGRAM (FIRM) FLOOD INSURANCE RATE MAP NUMBER 18057CO215F, DATED JANUARY 5, 2001. WATERSHED NOTE FITCH & JESSOP REGULATED DRAIN WATERSHED SHED #33 435.64 ACRES WELL RUN WATER SHED EXISTING ZONING - S1 CURVE RViE DATA CURVE NO. 44 LENGTH CHORD i i 100.00' 21.45' 21.45' 12 °18'44" Ile i 130.18' PC- ' C3 150.00' � r tc C4 r 63.13' CA LO I co I 24 006'54" C5 150.00' 123.58' I Q' M C) C6 t4 C4 Z ` T 58.26' \x Q F- OZ 0 CO N �, O \\ Ch N W , ! �' STORM SEWER SANITARY SEWER - - - -- WATER MAIN 00 V CCk © SANITARY MANHOLE t LU t t UJ O STORM MANHOLE 1 4t 1 tit Z STORM INLET "'- �W Z FIRE HYDRANT LLJ (mfpg - 867.8) ' z \ / U @ HANDICAP RAMP ® i ❑ CONCRETE MONUMENT 7" i Z LU r) '99 f Z t-- 1� J/ Orn / / N0) PRIVATE STREET STATEMENT CD CP `,BLh7R0W00D FAA11LYirARM INC. ,� - - - , -�� i , ,-4 1 1% 9 INST.# 9909909362 t ZONING S -1i N 000 25/66" W 60-62-1 JB COHEN REALTY CORP. AND ANY AND ALL SUCCESSORS AND ASSIGNS HEREBY WAIVE ALL RIGHTS TO PETITION THE HAMILTON COUNTY HIGHWAY DEPARTMENT, THE HAMILTON COUNTY BOARD OF COMMISSIONERS, OR HAMILTON COUNTY, OR THE SUCCESSOR UNIT OF GOVERNMENT TO BE RESPONSIBLE FOR THE MAINTENANCE OF THE INGRESS /EGRESS EASEMENT, OR TO HAVE THE EASEMENT CONSIDERED A PUBLIC ROAD NECESSITATING MAINTENANCE BY ANY UNIT OF GOVERNMENT. WHERE INGRESS /EGRESS EASEMENTS ARE SHOWN ON THIS PLAT, THOSE LOT OWNERS ABUTTING SUCH EASEMENTS SHALL OWN EQUAL AND UNDIVIDED INTEREST IN SUCH EASEMENTS AS TENANTS IN COMMON, AND IT SHALL BE THE OBLIGATION OF EACH OWNER IN COMMON WITH THE OTHER LOT OWNERS ABUTTING SUCH A STREET TO CONTRIBUTE AN EQUAL SHARE OF THE COST OF THE MAINTENANCE OF SUCH STREETS. WHERE A MAJORITY OF LOT OWNERS SERVED BY A PRIVATE STREET ELECT TO REPAIR THE PRIVATE STREET LOCATED IN THE EASEMENT AND ONE OR MORE LOT OWNERS FAIL TO PAY THEIR ALLOCABLE SHARE OF SUCH REPAIR, THEN THE OWNERS PAYING SUCH COST MAY FILE A LIEN FOR THE REASONABLE VALUE OF THE LABOR PERFORMED AND MATERIALS FURNISHED AS PRESCRIBED BY THE LIEN LAWS OF THE STATE OF INDIANAAGAINST ANY SUCH LOT AND THE OWNER THEREOF AND RECOVER THE FULLASSESSMENT OWED TOGETHER WITH INTEREST FROM DUE DATE AND REASONABLE ATTORNEY'S FEES. THE PRIVATE EASEMENT MAY CONTAIN UTILITIES TO SERVE SAID LOTS. ALL PRIVATE STREET EASEMENTS SHALL BE A UTILITY EASEMENT. SITE CONSTRUCTION SEQUENCE A. INSTALL CONSTRUCTION ENTRANCE ALONG THE PROPOSED ENTRANCE. B. START MASS EARTHWORK, LAKE CONSTRUCTION FOLLOWED BY EROSION CONTROL. C. INSTALLAND CONNECTALL INFRASTRUCTURE. D. MAINTAIN EROSION CONTROL. GENERAL NOTES 1. ALL SANITARY SEWER SHALL BE 8" PVC UNLESS NOTED OTHERWISE. 2. WATER MAIN THRU THE SUBDIVISION TO BE 8" PVC. 3. PRIVATE STREET TO BE 30' IN WIDTH AND HAVE A 50' INGRESS EGRESS EASEMENT. 4. ALL LOTS TO 10' SIDEYARD SETBACK AND 20' REAR YARD SETBACK. 5. S.O.S. TYPE ACCESS DEVICES SHALL BE INSTALLED AT THE GATE W/ A BATTERY BACKUP. 6. BLUE REFLECTORS TO BE PLACE IN THE STREET PERPENDICULAR TO FIRE HYDRANTS, TO ALLOW FIRE DEPARTMENT TO MORE EASILY LOCATE HYDRANTS DURING AN EMERGENCY. FLOODPLAIN NOTE THIS PROJECT DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD ZONE AS PLOTTED BY SCALE ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONAL FLOOD INSURANCE PROGRAM (FIRM) FLOOD INSURANCE RATE MAP NUMBER 18057CO215F, DATED JANUARY 5, 2001. WATERSHED NOTE FITCH & JESSOP REGULATED DRAIN WATERSHED SHED #33 435.64 ACRES WELL RUN WATER SHED EXISTING ZONING - S1 CURVE RViE DATA CURVE NO. RADIUS LENGTH CHORD DELTA C1 100.00' 21.45' 21.45' 12 °18'44" C2 150.00' 130.18' 126.13' 49 043'30" C3 150.00' 130.18' 126.13' 49 043'30" C4 150.00' 63.13' 62.67' 24 006'54" C5 150.00' 123.58' 120.11' 47 012'08" C6 150.00' 58.63' T 58.26' 22 02341" H.A. SURFACE Lo H.A. BINDER `t STONE BASE T .%" (MIN.) COMPACTED OR UNDISTURBED SOIL 106th STREET @ ENTRANCE PAVEMENT SECTION NO SCALE H.A. SURFACE c� H.A. BINDER m STONE BASE `- 6" (MIN.) COMPACTED OR UNDISTURBED SOIL LOCAL STREET PAVEMENT SECTION NO SCALE LAND DESCRIPTION Part of the East Half of the Northeast Quarter of the Northwest Quarter of Section 9, Township 17 North, Range 3 East Clay Township, Hamilton County, Indiana, more particularly described as follows: Commencing at the Northwest comer of the Northwest Quarter of Section 9, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana; thence North 88 degrees 52 minutes 28 seconds East (assumed bearing) 13301.05 feet on and along the North line of said Northwest Quarter to the POINT OF BEGINNING of this description, said point being the Northeast comer of the Northwest Quarter of said Northwest Quarter, thence South 00 degrees 26 minutes 45 seconds East 1335.17 feet on and along the East line of the Northwest Quarter of said Northwest Quarter to the Southeast comer of the Northwest Quarter of said Northwest Quarter; thence South 88 degrees 51 minutes 52 seconds West 423.08 feet on and along the South line of the Northwest Quarter of said Northwest Quarter, thence North 00 degrees 25 minutes 56 seconds West a distance of 667.62 feet to a point on the North line of the South Half of the Northwest Quarter of the said Northwest Quarter, thence North 88 degrees 52 minutes 10 seconds East on and along the North line of the South Half of the Northwest Quarter of the said Northwest Quarter a distance of 90.01 feet to the Southwest comer of the East Half of the Northeast Quarter of the Northwest Quarter of said Northwest Quarter; thence North 00 degrees 25 minutes 56 seconds west 667.61 on and along the West line of the East half of the Northeast Quarter of the Northwest Quarter of said Northwest Quarter; thence North 88 degrees 52 minutes 28 seconds East a distance of 332.77 feet on and along the North line of said Northwest Quarter to the POINT OF BEGINNING, containing 11.58 acres more or less and subject to all rights of ways and easements of record. 50' INGREES / EGRESS EASEMENT 25' & PROFILE GRADE 25' 10' 2' 13' 13' 2' N1' S' 4' 2' 2' ROLL CURB ROLL CURB /FT ► � F(TYP) SLOPE W PER FOOT MIN. SLOPE 3�4 PER FOOT MIN. CONC. WALK Z SUB - SURFACE DRAIN PER CITY OF CARMEL SPECIFICATIONS BOTH SIDES OF ROAD. TYPICAL STREET SECTION NO SCALE 10' 4' 5' 1=R)_ A� ,� CONC. WALK - 0 50' 100' NT `\ RM �p 1 G � EXISTING STORM PIPE EXISTING '*�\ 50 f I� —J —L NORTH LINE SEC 9417N -R: t � j f i ` o�SHVA .IAMET R. S)I"f FREEDMAN S \ 1 \� t \ I y i ! I i t � \ 1 � \ � t \ AP ARENT rs 15!{ 12 RM ECISTIN 22',,PVT. +1. 1 �.�DOYT L.\ LULA . C�S�LL zLU ` `\ M dt W \� Z \. U� Z � { I -FORCE MAN i AIR REL!ASE V4LVE r 'r t, EXISTING SANITARY STRUCTURE LOCATION WITHIN THE WINDEMERE SUBDIVISION HOLEYMOLEYSAYS "DIG SAFELY" "ITS THE LAW" C4LL2 WOMMO LAYS BEFORE YOUDIG 1- 800 - 382 -5544 CALL TOOL FREE PER INDIANA STATELAW/C8 -12a ITISAGAINST MELAW TO EXC4VATE WITIA0UTN07VrY NG THE UNDERGROUND LOC4MV SERWICE7WOg) WOMGNO DAYS BEFORE COMUDWING WORK r r ` V r r l� F- O LU .N 2 .> O tz U U z Q 4a ~ �Z °C LU a. 0 0 co C0 CC A 0 0 LO ' � Q O -.1 M -� u CV 0 ai O .� U O U U) [� W a Z x a � J z Z >= 0 M Wr W >. :2 0 cc CL 3: 0 0 0 ro M 0 �v Win 4Z kr� 0 Z QVnC W m�i' c cz MQ ro �W m Project No: 07093 Sheet No: 2 of 3 ST STORM SEWER S SANITARY SEWER W WATER LINE X FENCE LINE --CIE OVERHEAD UTILITIES T TELEPHONE LINE F FORCE MAIN 0 STORM MANHOLE N G STORM INLETS C1 SANITARY MANHOLES o- UTILITY POLES TREE TREE LINE PROPOSED STORM SEWER SANITARY SEWER - - - -- WATER MAIN --*-• • —�-• •— FLOWLINE © SANITARY MANHOLE LU UJ O STORM MANHOLE 1 � 0 STORM INLET "'- FIRE HYDRANT (mfpg - 867.8) MIN. FLOOD PROTECTION GRADE ADA CROSSWALK PAVEMENT MARKING @ HANDICAP RAMP ® ADA HANDICAP RAMP ❑ CONCRETE MONUMENT '*�\ 50 f I� —J —L NORTH LINE SEC 9417N -R: t � j f i ` o�SHVA .IAMET R. S)I"f FREEDMAN S \ 1 \� t \ I y i ! I i t � \ 1 � \ � t \ AP ARENT rs 15!{ 12 RM ECISTIN 22',,PVT. +1. 1 �.�DOYT L.\ LULA . C�S�LL zLU ` `\ M dt W \� Z \. U� Z � { I -FORCE MAN i AIR REL!ASE V4LVE r 'r t, EXISTING SANITARY STRUCTURE LOCATION WITHIN THE WINDEMERE SUBDIVISION HOLEYMOLEYSAYS "DIG SAFELY" "ITS THE LAW" C4LL2 WOMMO LAYS BEFORE YOUDIG 1- 800 - 382 -5544 CALL TOOL FREE PER INDIANA STATELAW/C8 -12a ITISAGAINST MELAW TO EXC4VATE WITIA0UTN07VrY NG THE UNDERGROUND LOC4MV SERWICE7WOg) WOMGNO DAYS BEFORE COMUDWING WORK r r ` V r r l� F- O LU .N 2 .> O tz U U z Q 4a ~ �Z °C LU a. 0 0 co C0 CC A 0 0 LO ' � Q O -.1 M -� u CV 0 ai O .� U O U U) [� W a Z x a � J z Z >= 0 M Wr W >. :2 0 cc CL 3: 0 0 0 ro M 0 �v Win 4Z kr� 0 Z QVnC W m�i' c cz MQ ro �W m Project No: 07093 Sheet No: 2 of 3 I / I �-- ___- -- -865'------ -- ---- B re. i rC9 I I r / i .1999 � 1 \ r I I l � I t 1 1 t t � 1 t t i t y rn / / r / PI / I x.898- ._..._... } DISTURBANCE OF EARTH WILL ONLY BE IN THE FRONT, REAR YARD SWALES, LAKES AND WHERE UTILITIES ARE TO BE CONSTRUCTED. PADS FOR THE LOTS WILL NOT BE CONSTRUCTED. LEGEND SF SILT FENCE � ,, CURB INLET PROTECTION ECB EROSION CONTROL BLANKET TS TEMPORARY SEEDING WITH MULCH PS PERMANENT SEEDING WITH MULCH QSILT FENCE AT INLET PROTECTION RR RIP -RAP SOIL EROSION AND SEDIMENT CONTROL SPECIFICATIONS Riprap shall have a D50, by weight, of 7 Inches. It shall be angular or sub - angular In shape and place to a minimum thickness of 15 Inches, unless otherwise spec/fled. Protect trees during construction. Do not fill over roots. Contact developer /englneer before cutting any trees over 6 Inches In diameter. Erosion control blanket shall be North American Green S150 or equivalent. Refer to the Indiana Handbook for Erosion Control In Developing Areas and the Urban Development Planning Guide for additional Information, construction specifications and maintenance recommendations. The Hendricks County Soll and Water Conservation District and Natural Resources Conservation Service, In Noblesville, can be contacted at (317)773-2181. CONSTRUCTION SEQUENCE AND MAINTENANCE SCHEDULE CONSTRUCTION PHASE SEDIMENT ' AND EROSION MAINTENANCE SCHEDULE Pre-constructlon Delineate Important vegetation, natural or unique areas, and septic absorption fields to preserve, undisturbed. Establishing Access Install temporary gravel construction entrance. Install sediment traps and barriers as shown In the details. Runoff Control and Conveyance Install measures as shown on the plans. Stabilize stream - banks, as necessary. Malntaln/ Re- install markings destroyed or removed. Clean entrance /street as necessary. Inspect weekly and following each runoff event to review operating condition and needed maintenance. Maintain as necessary. Inspect following each runoff event to review operating condition and needed maintenance. Maintain as fiecessory. Land Clearing and Clear only areas necessary for Inspect mulching, seeding and Grading construction. Apply temporary other measures on a regular or permanent stabilization basis. Repair or replace as measures when work Is completed necessary. ,apply nutrients to or substantlolly delayed. areas where need Is evident, as vegetation becomes estab/lshed. Building Construction Install necessary sediment Inspect weekly and after each barriers and temporary runoff event. Repair and construction entrance. replace as necessary. Stabilize al/ disturbed areas Including soli stockpiles. Seed and mulch within 3 days of completion of grading. rl- Cp Q O l � J m 7i5 " N r � r— t O U) (1) .� 0 U t t ` � t ♦ t \ \ t � ♦ t ♦ { �9R \\ t i � \ t 1 � i t y { ! i .------- - --- -- CL Z W% I I ! r 1 t � 1 t 1 \ 1 ♦ 1 \ 1 1 ` \ J 1 � 1 y 1 �r,1v� w -♦ \ 1 ` J ♦ j \ 1 ! Q 1 { o ! LU Stabilization Dee p Jam. . M� Jun. Jul. A� Sew 00' Nov. — I Permanent rA r // / / /// /I I SWIng Lrwnt B. ISeedtng I Telwa,,, E • /// /J // I I Seeding I I SoddIng fAMW I Mulcting I L_____ I _L 1--i-L- - -1 A - Kentucky Bluegrass 40 Ibis /acre; or 40 lbs. tall Fesale;,dus 2 tons straw mulch /acre or add Annuallyegrass 20 lbs/acre. B - K&VW4 Bluegrass 60 lbs/acre; or 40 lbs. tall Fesc m plus 2 tans straw m 1ch/acre or add Annual Ryagrass 30 lbs/acre. C - spring oats 100 lbs )acre D - Wheat or Rye 150 lbs./acre. E - Anrxra/ Ryegrass 40 /hs/ocre.111b./1000 sq.ftJ F - Sod G - Straw Mulch 2 tans /acre. z///x Irrigation needed during Jury, July. and/or Sep wtber. — Irrlgotlan needed for 2 to 3 weeks after applying sod. Um and fertilize to site specific soils tests or apply fertilizer at a rate of 1000 lbs- par "a or 1242 -12 or aqulvalent. All swales shall be seeded with 2 lbs. AdelpN bluegrass and 2 lbs. Perennial Derby rye; or aqulval& t per 1000 square fed. mulch with one bale of straw per 10010 square fed. Fertlllze with 5 Ibs:of 20-5 -5 per /000 square feet. SEEDING CHART NO SCALE MAINTENANCE =Inspect periodically, especially after storm events, until the stand is successfully established. (Characteristics of a successful stand include: vigorous dark green or bluish -green seedlings; uni- form density with nurse plants, legumes, and grasses well inter- mixed; green leaves; and the per- ennials remaining ,green throughout the summer, at least at the plant base.) =Plan to add fertilizer the following growing season according to soil test recommendations. =Repair damaged, bare, or sparse areas by filling any gullies, re- fertilizing, over- or re- seeding, and mulcting. =If plant cover is sparse or patchy, review the plant materials chosen, soil fertility, moisture condi- tion, and mulching; then repair the affected area either by over - seeding or by re- seeding and mulching after re- preparing the seedbed. =If vegetation fails to grow, consider soil testing to determine acidity or nutrient deficiency prob- lems. (Contact your SWCD or Cooperative Extension office for assistance.) ,if additional fertilization is needed to get a satisfactory stand, do so according th soil test recom- mendations. HOLEYMOLEYSAYS "DIG SAFELY" "IT'S THE LAW" C4U s WOWAIG aaYseEFORE YOUe16 1- 800 - 382 -5544 PER IN OM STAC � /C8 -128. IT 13 AGAWST THE Low TO FXCAI/ATE 6YITHOUTN077FYINOTHE UNAERGROUNO 10a4TiONSON= TWO (2) WM WO DAYS &TORECOAVAENC V0 WORK 0 � 0 l7 � g' W WAN C CZ k N ko LW J m Project No: 07093 Sheet No: 3 of 3 f N n 0 50' 100' i g { r1 { f Z , p W ism \ U g `'Ili a. { 1 ` \ `, • { \ \ \ I Sh { 7. W CP ` 1♦ t RR E>U t \ ti \ L r\ i rl- Cp Q O l � J m 7i5 " N r � r— t O U) (1) .� 0 U t t ` � t ♦ t \ \ t � ♦ t ♦ { �9R \\ t i � \ t 1 � i t y { ! i .------- - --- -- CL Z W% I I ! r 1 t � 1 t 1 \ 1 ♦ 1 \ 1 1 ` \ J 1 � 1 y 1 �r,1v� w -♦ \ 1 ` J ♦ j \ 1 ! Q 1 { o ! LU Stabilization Dee p Jam. . M� Jun. Jul. A� Sew 00' Nov. — I Permanent rA r // / / /// /I I SWIng Lrwnt B. ISeedtng I Telwa,,, E • /// /J // I I Seeding I I SoddIng fAMW I Mulcting I L_____ I _L 1--i-L- - -1 A - Kentucky Bluegrass 40 Ibis /acre; or 40 lbs. tall Fesale;,dus 2 tons straw mulch /acre or add Annuallyegrass 20 lbs/acre. B - K&VW4 Bluegrass 60 lbs/acre; or 40 lbs. tall Fesc m plus 2 tans straw m 1ch/acre or add Annual Ryagrass 30 lbs/acre. C - spring oats 100 lbs )acre D - Wheat or Rye 150 lbs./acre. E - Anrxra/ Ryegrass 40 /hs/ocre.111b./1000 sq.ftJ F - Sod G - Straw Mulch 2 tans /acre. z///x Irrigation needed during Jury, July. and/or Sep wtber. — Irrlgotlan needed for 2 to 3 weeks after applying sod. Um and fertilize to site specific soils tests or apply fertilizer at a rate of 1000 lbs- par "a or 1242 -12 or aqulvalent. All swales shall be seeded with 2 lbs. AdelpN bluegrass and 2 lbs. Perennial Derby rye; or aqulval& t per 1000 square fed. mulch with one bale of straw per 10010 square fed. Fertlllze with 5 Ibs:of 20-5 -5 per /000 square feet. SEEDING CHART NO SCALE MAINTENANCE =Inspect periodically, especially after storm events, until the stand is successfully established. (Characteristics of a successful stand include: vigorous dark green or bluish -green seedlings; uni- form density with nurse plants, legumes, and grasses well inter- mixed; green leaves; and the per- ennials remaining ,green throughout the summer, at least at the plant base.) =Plan to add fertilizer the following growing season according to soil test recommendations. =Repair damaged, bare, or sparse areas by filling any gullies, re- fertilizing, over- or re- seeding, and mulcting. =If plant cover is sparse or patchy, review the plant materials chosen, soil fertility, moisture condi- tion, and mulching; then repair the affected area either by over - seeding or by re- seeding and mulching after re- preparing the seedbed. =If vegetation fails to grow, consider soil testing to determine acidity or nutrient deficiency prob- lems. (Contact your SWCD or Cooperative Extension office for assistance.) ,if additional fertilization is needed to get a satisfactory stand, do so according th soil test recom- mendations. HOLEYMOLEYSAYS "DIG SAFELY" "IT'S THE LAW" C4U s WOWAIG aaYseEFORE YOUe16 1- 800 - 382 -5544 PER IN OM STAC � /C8 -128. IT 13 AGAWST THE Low TO FXCAI/ATE 6YITHOUTN077FYINOTHE UNAERGROUNO 10a4TiONSON= TWO (2) WM WO DAYS &TORECOAVAENC V0 WORK 0 � 0 l7 � g' W WAN C CZ k N ko LW J m Project No: 07093 Sheet No: 3 of 3 f