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HomeMy WebLinkAbout07100032-36 Primary Plat Rcv. 10/19/2007 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 Norrh 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" GALL 2 WORIGNG DAYS BEFORE YOU DIG 1- 800 -382 -5544 CALL TOLL FREE PER INDMNASTATELAWIC& Z6. IT ISAGAINST THE LAW TO ixcAVATE W17HOUTNO77FYING ME UNDERGROUND LOG1T7aV SO? VICE TWO (2) WORKWG DAYS BEFORECONMENCW0 WORK CABLE TELEVISION BRIGHT HOUSE N S 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 - 495 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 FIRE DEPARTMENT Fire Headquarters, Station 41 2 Civic Square Carmel, Indiana 46032 317- 571 -2600 "PRIMARY PLAT" RESIDENTIAL SUBDIVISION CONTAINING 11.6 AC +/- E' /2NE' /4NW 1/4/, SEC. 9- TI 7N -R3E CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA PROJECT ADDRESS: 106th STREET, CARMEL, INDIANA 46032 PROJECT DOCKET NO, LOCATION 106th Street 1 �i kr O'j� G� 9 2 w z 3 _1 O 4 � 6 I a � � W { I Q . 0 0 LAIC 1 V 1 STREET NAME CHART LINE I STREET NAME STREET LENGTH WOODHALL LANE 1 250 LF +- 125 MPH DESIGN SPEED REVISIONS s MAP SCALE: 1"=120' NUMBERI DESCRIPTION I DATE a Q 0 � SHEET INDEX SHEET NO I DESCRIPTION 1 TITLE SHEET �- 2 PRIMARY PLAT 1 3 PRELIMINARY EROSION CONTROL PLAN CD R EALT.Y' o L LOCATION MAP NO SCALE DEVELOPER &PROPERTY OWNER 210 E ST 91st STREET, SUITE A C D R Ea INDIANAPOLIS, INDIANA 46240 PHONE: 317 -844 -4467 FAX: 317- 844 -4527 CONTACT: JEFFREY B. COHEN DATE OF SUBMISSION: REVISED: SOURCE OF TITLE: EXISTING ZONING: S 1 PLANS PREPARED BY: ENG//VEERI/VG 853 COL UM,61A RCM0 SUITE 0707 PLA11VFIELOz //V 46168 •e���a .i. ,S ° °si�i BUS. (317) 707-3700 FAX (377 707 -3800 �a,PtiG Apo .� E —MA IL ,banning<LD,banning --eng. com _b No. CONTACT: LANCE G. FERRELL • 880013 • q STATE OF :Q1 S i h; CERTIFIED BY: :��`,� 0 Cq 0 0 U w 0 09 a O h C4 .A fths Z D O O { ;z O a ! �, 0 �. z �'•....i 2 •� 2 I LAKE • • O 0 ! • �o 1 �i kr O'j� G� 9 2 w z 3 _1 O 4 � 6 I a � � W { I Q . 0 0 LAIC 1 V 1 STREET NAME CHART LINE I STREET NAME STREET LENGTH WOODHALL LANE 1 250 LF +- 125 MPH DESIGN SPEED REVISIONS s MAP SCALE: 1"=120' NUMBERI DESCRIPTION I DATE a Q 0 � SHEET INDEX SHEET NO I DESCRIPTION 1 TITLE SHEET �- 2 PRIMARY PLAT 1 3 PRELIMINARY EROSION CONTROL PLAN CD R EALT.Y' o L LOCATION MAP NO SCALE DEVELOPER &PROPERTY OWNER 210 E ST 91st STREET, SUITE A C D R Ea INDIANAPOLIS, INDIANA 46240 PHONE: 317 -844 -4467 FAX: 317- 844 -4527 CONTACT: JEFFREY B. COHEN DATE OF SUBMISSION: REVISED: SOURCE OF TITLE: EXISTING ZONING: S 1 PLANS PREPARED BY: ENG//VEERI/VG 853 COL UM,61A RCM0 SUITE 0707 PLA11VFIELOz //V 46168 •e���a .i. ,S ° °si�i BUS. (317) 707-3700 FAX (377 707 -3800 �a,PtiG Apo .� E —MA IL ,banning<LD,banning --eng. com _b No. CONTACT: LANCE G. FERRELL • 880013 • q STATE OF :Q1 S i h; CERTIFIED BY: :��`,� 0 Cq 0 0 U w 0 09 a O h C4 .A fths Z D O O 4 f n� r Ws E rnr OM CD ., r r 0 M CA O *I N z 14 4t Z F- O +�� zo Z N ' O _ ® Cfi t, CV t4 �. ON LO O V co a U) 1 - 1 5 i 1 � a 1 z (3) 1 (J1 t . z " Wz •�r = F- �U s OW U) U) a ZW C) �._.. 1z z s98 �7 O rn W W { W (n PRIVATE STREET STATEMENT 1 865 t 1, EURR0WOOD FA MIL Y FARM, INC. INST# 9909909362 '± 1 ZONING S -1 11Y, N 000 25'56" W 667.62' 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 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 INDIANA AGAINST ANY SUCH LOTAND THE OWNER THEREOF AND RECOVER THE FULL ASSESSMENT 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 SHED SHED #33 435.64 ACRES EXISTING ZONING - S1 CURVE DATA CURVE NO. RADIUS LENGTH CHORD DELTA C1 100.00' 21.45' 21.45' 12 018'44" C2 150.00' 130.18' 126.13' 49 043'30" C3 150.00' 130.18' 126.13' 49 043'30" C4 100.00' 42.09' 41.78' 24 006'54" C5 1 300.00' 139.62' 1 138.37' 1 26 039'58" H.A. SURFACE En H.A. BINDER It ••1 STONE BASE 3" (MIN.) COMPACTED OR UNDISTURBED SOIL 106th STREET @ ENTRANCE PAVEMENT SECTION NO SCALE r M H.A. SURFACE W i� H.A. BINDER o� STONE BASE 6" (MIN.) COMPACTED OR UNDISTURBED SOIL LOCAL STREET PAVEMENT SECTION NO SCALE . � 0118 1 1 1 1 co o a 1 ►- E. NICHOLAS KESTNE9 1 ; W INST. #200400067782 1 ' 1 9 ZONING S -1 .l f11 O ✓ P r a° n �. 1 � ` 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 corner 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 corner 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 corner 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 corner 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 BOTH SIDES OF ROAD. TYPICAL STREET SECTION NO SCALE LEGEND EXISTING ST STORM SEWER S SANITARY SEWER W WATER LINE X FENCE LINE -SHE OVERHEAD UTILITIES T TELEPHONE LINE 0 STORM MANHOLE 0 STORM INLETS 'Y SANITARY MANHOLES o- UTILITY POLES •• c TREE N TREE LINE PROPOSED W STORM SEWER Q r\ SANITARY SEWER - - - -- WATER MAIN —�-• • —�-• •— FLOWLINE © SANITARY MANHOLE 0 STORM MANHOLE 0 STORM INLET 'Y FIRE HYDRANT Elm EXISTING STORM PIPE t t y 4 k to to �f •C e W � S a5M1 ` `\ a 1s 'w� S S 1 1 1 E 1 d 1 1 3 A i �— APPARENT 1541 /2 R/W EXISTING 22' PVT. +j 1 3t � a 4 t z M ` 44 Zti2 , '7 00) WW a z (n 3 t t F� f F I { EXISTING SANITARY STRUCTURE LOCATION WITHIN THE WINDEMERE SUBDIVISION HOLEYMOLEYSAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 G4LL TOLL FREE PER INDIANA STATE LAW IC6- f 26. IT /SAGA INST THE LAW TO EXCAVATE W/THOUTNOTIF 7NG 7HE UNDERGROUND LOCATION SERVICE TWO (1) WORKING DAYS BEFORE COMMENCING WORK N (d O 0 .C/) U O 0 M 0 Win Ln Z. 15 M W mLfM C m Project No: 07093 Sheet No: 2 of 3 Q r\ � _ Z O .. C� Q tO -0 m J .J = N C m .( •• c N 3 U N O D cd L U 0 0 0 U cn 0 O 0 M 0 Win Ln Z. 15 M W mLfM C m Project No: 07093 Sheet No: 2 of 3 Q � _ Z Z 0. J .J Z 3: O Q D W 7> 0 O 3: U CL U O 0 M 0 Win Ln Z. 15 M W mLfM C m Project No: 07093 Sheet No: 2 of 3 i J i / i i x,898 l J I { t 1 1 1 \ { { � t � 1 00 g' 1 1 1 1�1 t � I 1 4 1 do rn / / { t� cu _ ,r_ —... 1 r I ( /� I { fl 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 SILT FENCE � CURB INLET PROTECTION ECB EROSION CONTROL BLANKET TS TEMPORARY SEEDING WITH MULCH PS PERMANENT SEEDING WITH MULCH ❑ SILT 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 tNckness of 15 Inches, unless otherwise speclfled. Protect trees during construction. Do not fill over roots. Contact developer /engineer 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 specification and maintenance recommendations. The Hendricks County Soil and Water •Conservation District and Natural Resources Conservation Service, In Nob/esvllle, can be contacted at (317)773-2181. 1 f r J Stabilization ( fir. ME Jurt. Jul. Aug. Sew (Oct Nov. Dec. (Permanent Seeding f IDarrrarit - B ISeedIng CONSTRUCTION SEQUENCE AND MAINTENANCE SCHEDULE 0 50' 100' CONSTRUCTION PHASE SEDIMENT AND EROSION MAINTENANCE SCHEDULE a :w)///,O /I // Tory E I Seed/ng Pre - construction Delineate Important vegetation, Malntaln/ Re- Install markings I-- — --- -- — — — — — — — — — — j natural or unique areas, and destroyed or removed. buto septic absorption fle/ds to Sodding preserve, undisturbed. ``� �s�� \ { I t t6 �\ 1 construction entrance. Install I � sediment traps and barriers as Sh{ — — — — — — — — — — \\ �` { \\ e., { 1 condition and needed muicrvocre or add Annual Ryegrass 20 lbslacre. I _a J 1 � \ t I i \ \ 1 { \ 39$ \\ \, 1 1 \\ 1 \ t 1 \ 1 � � I 1 + { I 1 1 I I i \ \ PS ` 1 1 t + , 1 1 { ,' HOLEYMOLEYSAYS "DIG SAFELY' "IT'S THE LAW" GALL 2 WORIONG DAYS BEFORE YOUDIG 1- 800 - 382 -5544 G4LL 7OLL FREE PER I N D/ A N A s rA r E L A W I CB - zs IrLSAGa/NSr inimw To ExGZwr WMOUrNOnFYING THE UNDERGROUND LOCA770M SERVICE TWO (2) WORKING DAYS BEFOREGOMMENCWG WORK N (\S O U) C N E LL- -0 _1 m -� N C C .W U D � U t` O � Ln ' u C) N N CD as N U) Q Z g J 0 < CL Z Z = Q 0 J Z Z z a � O � o � W U) 0 Ir O MO 3: U U �e�1o���lt�tll�l /l e@ � `.wo cYy ..� ftb C. U. ;6 C�o �i;eoV., ......•• ,`,,,``, N 0 op 1 tai n W�� C �W J�Mc l7 ro� W WAN C MQ J m Project No: 07093 Sheet No: 3 of 3 i t Stabilization ( fir. ME Jurt. Jul. Aug. Sew (Oct Nov. Dec. (Permanent Seeding IDarrrarit - B ISeedIng CONSTRUCTION SEQUENCE AND MAINTENANCE SCHEDULE _ — CONSTRUCTION PHASE SEDIMENT AND EROSION MAINTENANCE SCHEDULE a :w)///,O /I // Tory E I Seed/ng Pre - construction Delineate Important vegetation, Malntaln/ Re- Install markings I-- — --- -- — — — — — — — — — — j natural or unique areas, and destroyed or removed. F-■ - / / /,/ / I septic absorption fle/ds to Sodding preserve, undisturbed. — — — Establlshing Access Install temporary gravel Clean entrance /street as I Mulching I construction entrance. Install necessary. Inspect weekly sediment traps and barriers as and following each runoff — — — — — — — — — — shown In the details. event to review operating A - xeaW* Bluegrass 40 Ibs/ocre.. or 40 lbs. tall Fesaft plus 2 tons straw condition and needed muicrvocre or add Annual Ryegrass 20 lbslacre. maintenance. Malntaln as B - ft* cky Bluegrass 60 lbs /vcre; or 40 lbs. tall Fescue; plus 2 tats straw necessary. mulclt/acro or add AnnuallVagrass 30 lbs/lore. Runoff Control and Install measures as shown on Inspect following each runoff C - Spring Oats 100 lbs./acre Conveyance the plans. Stabilize stream- event to review operating D - wh eat or Rye 150 lbs /acre. banks, as necessary, condition and needed E - Annual Ryegrass 40 W/mre. a IMOOO sq. ft ) maintenance. Malntaln as F -Sod necessary. G - Straw Mulch 2 tots /acre. Land Clearing and Clear only areas necessary for Inspect mulching, seeding and r /I /- lrrtgatlon needed during Jung July, and /ar S*tember. - Irrlgatlon needed for 2 to 3 weeks after opplying sod. Grading construction. Apply temporary other measures on a regular lime and fertilize to site speolflc sans tests or apply fertilizer or permanent stabilization pe basis. Repel r Or replace OS at a rate of 1000 lbs. per acre or 1212 -12 or equivalent. measures when work Is completed necessary. Apply nutrients to All swoles shall be seeded with 2 lbs Adelplit bluegrass and 2 lbs. Perennial Derby rye, or equlvalent per 1000 square fed, or substantially delayed. areas where need is evident, mulch with one bale of straw per 1000 square fed.Fertlitze 5 lbs. 20-5 -5 1000 as vegetation becomes with of per square feet. established. SEEDING CHART NO SCALE Building Construction Install necessary sediment barriers and temporary Inspect weekly and after each runoff event. Repair and MAINTENANCE =Inspect periodically, especially after storm events, until the stand is successfully established. (Characteristics include: of a successful stand vigorous dark green or bluish -green seedlings ; uni- constructlon entrance. replace as necessary. form density with nurse plants, legumes, and grasses well inter - mixed; green leaves; and the per - Stablllze a //disturbed areas ennials remaining green throughout the summer, at least at the (ant base.) Including soil stockpiles. =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 Seed and mulch within 3 days of mulching. completion of grading. =If plant cover is sparse or patchy, review the plant materials chosen, soil fertility, moisture condi- tion, and mulching; then repair the by affected area either 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" GALL 2 WORIONG DAYS BEFORE YOUDIG 1- 800 - 382 -5544 G4LL 7OLL FREE PER I N D/ A N A s rA r E L A W I CB - zs IrLSAGa/NSr inimw To ExGZwr WMOUrNOnFYING THE UNDERGROUND LOCA770M SERVICE TWO (2) WORKING DAYS BEFOREGOMMENCWG WORK N (\S O U) C N E LL- -0 _1 m -� N C C .W U D � U t` O � Ln ' u C) N N CD as N U) Q Z g J 0 < CL Z Z = Q 0 J Z Z z a � O � o � W U) 0 Ir O MO 3: U U �e�1o���lt�tll�l /l e@ � `.wo cYy ..� ftb C. U. ;6 C�o �i;eoV., ......•• ,`,,,``, N 0 op 1 tai n W�� C �W J�Mc l7 ro� W WAN C MQ J m Project No: 07093 Sheet No: 3 of 3 i t