The URL can be used to link to this page

Home My WebLink About07070040-43 Erosion Control Plan plotted 9/6/2007 Rcv. 9/11/2007 DOCSDEVELOPMENT SUMMARY TOTAL SITE AREA = 9.0 +/- ACRES TOTAL LOTS = 14 TOTAL COMMON AREA /OPEN SPACE = 2,850 S.F. OPEN SPACE PERCENTAGE _ (2,850/21,000)x100 =14 % SUBJECT PARCEL ZONING = S -2 (RESIDENCE DISTRICT) NON WOVLN GLOTLXTILE SPACE POSTS PER FABRIC MANOFACIURLR R LCOM ML NDAT IONS LEGEND New Storm Sewer 1000 Existing Contour 000 Existing Index Contour Overall Property Boundary Proposed Right -of -Way - " -' -` -' - `-`- ` -` -`- Proposed Silt Fence Sandbag Inlet Protection - Typical for all curb inlets after pavement is installed. 1 \ \` Temporary Sediment Trap - Typical for all curb inlets before pavement is installed. Temporary Sediment Trap - Typical for all beehive inlets. t- t� NOTES: POSTS SHALL HAVE A MINIMUM LENGTH OF 36 INCHES PLUS BURIAL F'LTLR FABRIC DEPTH. POST MATERIAL SHALL BE WOOD, WOOD POST STEEL, OR SYNTHETIC, AND SHALL BE OF SUFFICIENT STRENGTH TO RESIST FLOW DAMAGE DURING INSTALLATION AND TO SUPPORT APPLIED LOADS. �/� \ \ FABRIC SHALL BE A WOVEN \�� \�� 4� ; ��\ GEOTEXTILE FABRIC CONSISTING OF STRONG, ROT RESISTANT, MATERIALS RESISTANT TO DETERIORATION FROM LxTLND FABRIC /� \ \/\ / \\ ULTRAVIOLET AND HEAT EXPOSURE. Bo a° BELOW WRAP END POSTS TOGETHER ONE suRFACI_ \ / \\ /� FULL TURN WHEN JOINING SILT FENCE ENDS. os SILT FENCE CONSTRUCTION csz NOT To SCALE SILT FENCE MAINTENANCE REQUIREMENTS: 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT.2. INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION ACTIVITIES AND REPAIR IMMEDIATELY. 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 GRADE, AND STABILIZE. Soil Map- Hamilton County, Indiana l Blanket - Typical in all areas with a 3:1 slope or greater. Rip -Rap protection DEVELOPER: 56th STREET DEVELOPMENT 865 WEST CARMEL DRIVE CARMEL, INDIANA 46032 317.805.4663 SURVEYOR: SEAGROUP LLC 433 WEST CARMEL DRIVE CARMEL, INDIANA 46032 317.844.3333 SEES PRIMARY PLAT FOR DL TAILS OF SANITARY, WATER MAIN, STORM, AND POND. N Meters A 0 25 5r 150 Feet 400 Fnp W?'1 Natural Resources Web Soil Survey 2.0 ;v: Conservation Service National Cooperative Soil Survey 6/ 1812007 Page 1 of 3 EROSION CONTROL PLAN CHESTERTON WOODS 0 9,00± ACRES 3 0 c� L ZONED: S-2 8" PVC .2 . �, ,. 784 - - ��= East 99th JJFiD M :s"' ^� �• = �,.- <, � ;, �- > ne �� ti �y �'' ,�- N89 17 00 1N ;;:. Y A, 3rx- 12" RCP N.A.E. Br .W.E. _ �, / / - SIDE4yALK c - _ < 12 "IRCP - - - - - -r- _ < •o D:U: /.' 't 7 N.A.E. & S.W.E. 7 N�iI E. - 5 SIC F - J��-y� T & s.w.E. to /{�' & / T <e•• 0` D: V) CID %o B.S.L. x 35' B.S.L. 0 d ! 35' B.S.L. Li 00 00 Li I to / N �3 1 `�" '` (vi 3b' Io0 �' ( .� (� %ti . I ro Z N - ��+ °. 1 'Cr N .,� X47 S.F. o J 11 i 1 -� x, of F j I .� g B V a n. N rri 18,553 S.F. / . /�'' m ��,� .` w I m // I Imo' J 18, 553 S. F. �; I o o I 1418 I y, 3' ^ �- 11 m I_ 1_ I 65 ��F. z - 183.47 ;� `L I - `n `y i : o I o . ,�-- 181.25 a.QO ,�•. / ;•�: t1) I r-Aa t 1 N / 8 :47, ,XlY / 181.25 CL 2 P a ti l x 17 439 l..: .� �' d/� ,�� r�� y S.F. ar ^ 17, 43 9 S.F. �: x ,C, •�� U, ,�. / 1 J r, m a / �, �., �'i 18,221 S. F/. \ \ C =.o a'� �3 / 9 -- 1 - - f� -� ^-- _- ---781 -- 1 / \ - 5'-B ST. � `) 35 B.S.L. / "�� b / 1/�,1 x 'PS ' 2 / ti \ °��`/�iS) 15' DU.�t �1�,1 - -- - °o x • 1` ! o \.o�, 1� - , _ -'' i5 D.U. &S.E. a ,\ \ ?6• / l .� d' Qo i 06.2 - x'10 w- c f h S�v s4 l,o� +l 'R. D. S. E. /�� \ O� 0 3 +- _N89'17'oo "w - 2t2�o' / s McGinnis D Iv . Q S ' s• 1 1 ° :;`''/ 10 -1-780.5 ,3 x o \ r C) ,e '�� / 0 YR. i 781. ; \ O\ \ 66` SIDEWALK 1 \/ --- 5 /0 2 99.38 100.00 '5 i / l l /1 0.62 s" PVC i X13.12 / &S•SxE q. ,. '_ _ I �z..,a' ,.• �� _ , 20 D.U. &S.S.E. 30 . &S.S.E. 30� 0 v• �� 1636 x'Xl'� x' ,' x';;a. X,- -- ------- ,,`_ - - - -- i I I 26 �.F. ' � •ia' 1 �\ .�'`� ` ` 781- / -�'t- r P _ �! I' � \ � � - / , 1 i .,p B.S.L. -Q- , - o. Q:• 1 r , 35 B.S.L. "� \ l 1 ^�r /; 1 ! , i / \ I IXISTING i to I / X \ V I '' / 1 r r r r 1 r RESIDENCE / X f 8.S•�• O`\ ( ri r r !�• 1 ! r r LLLJI • I� a' nP. 1 �' 13 976 S.F. Xt' ^� t N i ^ �+ /' r r ► ' ' ' v C tf >: r ; 1 (D N \ �2l •grXr�� N u .- 13,925 S.F. M N �-. I 24,667. �- 13,9251 S.F. 7 .I ti 1 -`�•- 17,310 A)\' / ,ter -L - % / < ,, / :; : � /•�.; / :: / �, ` , ,�,/k E. � _:,: � ,. % %�' • ?-ice/ i �C T � �' � V) / 20 .U. &S. E. v Q x ' 12" RCP ,�.- , , i i f <� <�' ,�- -.Q,U. /: • ,►'�i i ii i T.P//j.'E� is J/ i/, 100.0 >/ �/ /i i/: is j i; : i •iii >; ;.e. 100.00 i i ! ; i ,� 78 2. i •6 Rebar Found - f\ I- Current Owner: Patrick Sullivan / I per Inst. No. 20000003245 Rebar Found 0.21 do 0.2'N / Ld it I J \ I a, / CU � T _J -0 I I I :\1 X x r+a..�3i VAR. D. a Hamilton County, Indiana (IN057) i Map Unit Symbol Map Unit Name Esr Brookston silty clay loam j C rA ;Crosby silt loam. 0 to 3 percent slopes - - - -- -- -- ------- - - - - -- j ti1mA j Miami silt loam. 0 to 2 percent -- - - - - -- - - -- -! slopes Acres In AOI 3.7 -- _ - - - - - -- -3.6 ----- - - - - -- - - -- 1.6 Percent of AOI 41.9% -- - -_ -- 40.7% 17.4% Soil Map- Hamilton County, Indiana l Blanket - Typical in all areas with a 3:1 slope or greater. Rip -Rap protection DEVELOPER: 56th STREET DEVELOPMENT 865 WEST CARMEL DRIVE CARMEL, INDIANA 46032 317.805.4663 SURVEYOR: SEAGROUP LLC 433 WEST CARMEL DRIVE CARMEL, INDIANA 46032 317.844.3333 SEES PRIMARY PLAT FOR DL TAILS OF SANITARY, WATER MAIN, STORM, AND POND. N Meters A 0 25 5r 150 Feet 400 Fnp W?'1 Natural Resources Web Soil Survey 2.0 ;v: Conservation Service National Cooperative Soil Survey 6/ 1812007 Page 1 of 3 EROSION CONTROL PLAN CHESTERTON WOODS 0 9,00± ACRES 3 0 c� L ZONED: S-2 8" PVC .2 . �, ,. 784 - - ��= East 99th JJFiD M :s"' ^� �• = �,.- <, � ;, �- > ne �� ti �y �'' ,�- N89 17 00 1N ;;:. Y A, 3rx- 12" RCP N.A.E. Br .W.E. _ �, / / - SIDE4yALK c - _ < 12 "IRCP - - - - - -r- _ < •o D:U: /.' 't 7 N.A.E. & S.W.E. 7 N�iI E. - 5 SIC F - J��-y� T & s.w.E. to /{�' & / T <e•• 0` D: V) CID %o B.S.L. x 35' B.S.L. 0 d ! 35' B.S.L. Li 00 00 Li I to / N �3 1 `�" '` (vi 3b' Io0 �' ( .� (� %ti . I ro Z N - ��+ °. 1 'Cr N .,� X47 S.F. o J 11 i 1 -� x, of F j I .� g B V a n. N rri 18,553 S.F. / . /�'' m ��,� .` w I m // I Imo' J 18, 553 S. F. �; I o o I 1418 I y, 3' ^ �- 11 m I_ 1_ I 65 ��F. z - 183.47 ;� `L I - `n `y i : o I o . ,�-- 181.25 a.QO ,�•. / ;•�: t1) I r-Aa t 1 N / 8 :47, ,XlY / 181.25 CL 2 P a ti l x 17 439 l..: .� �' d/� ,�� r�� y S.F. ar ^ 17, 43 9 S.F. �: x ,C, •�� U, ,�. / 1 J r, m a / �, �., �'i 18,221 S. F/. \ \ C =.o a'� �3 / 9 -- 1 - - f� -� ^-- _- ---781 -- 1 / \ - 5'-B ST. � `) 35 B.S.L. / "�� b / 1/�,1 x 'PS ' 2 / ti \ °��`/�iS) 15' DU.�t �1�,1 - -- - °o x • 1` ! o \.o�, 1� - , _ -'' i5 D.U. &S.E. a ,\ \ ?6• / l .� d' Qo i 06.2 - x'10 w- c f h S�v s4 l,o� +l 'R. D. S. E. /�� \ O� 0 3 +- _N89'17'oo "w - 2t2�o' / s McGinnis D Iv . Q S ' s• 1 1 ° :;`''/ 10 -1-780.5 ,3 x o \ r C) ,e '�� / 0 YR. i 781. ; \ O\ \ 66` SIDEWALK 1 \/ --- 5 /0 2 99.38 100.00 '5 i / l l /1 0.62 s" PVC i X13.12 / &S•SxE q. ,. '_ _ I �z..,a' ,.• �� _ , 20 D.U. &S.S.E. 30 . &S.S.E. 30� 0 v• �� 1636 x'Xl'� x' ,' x';;a. X,- -- ------- ,,`_ - - - -- i I I 26 �.F. ' � •ia' 1 �\ .�'`� ` ` 781- / -�'t- r P _ �! I' � \ � � - / , 1 i .,p B.S.L. -Q- , - o. Q:• 1 r , 35 B.S.L. "� \ l 1 ^�r /; 1 ! , i / \ I IXISTING i to I / X \ V I '' / 1 r r r r 1 r RESIDENCE / X f 8.S•�• O`\ ( ri r r !�• 1 ! r r LLLJI • I� a' nP. 1 �' 13 976 S.F. Xt' ^� t N i ^ �+ /' r r ► ' ' ' v C tf >: r ; 1 (D N \ �2l •grXr�� N u .- 13,925 S.F. M N �-. I 24,667. �- 13,9251 S.F. 7 .I ti 1 -`�•- 17,310 A)\' / ,ter -L - % / < ,, / :; : � /•�.; / :: / �, ` , ,�,/k E. � _:,: � ,. % %�' • ?-ice/ i �C T � �' � V) / 20 .U. &S. E. v Q x ' 12" RCP ,�.- , , i i f <� <�' ,�- -.Q,U. /: • ,►'�i i ii i T.P//j.'E� is J/ i/, 100.0 >/ �/ /i i/: is j i; : i •iii >; ;.e. 100.00 i i ! ; i ,� 78 2. i •6 Rebar Found - f\ I- Current Owner: Patrick Sullivan / I per Inst. No. 20000003245 Rebar Found 0.21 do 0.2'N / Ld it I J \ I a, / CU � T _J -0 I I I :\1 X x r+a..�3i VAR. D. a Check Dam /Sediment Filter- Spacing S at 100' within swales. PS Permanent Seeding - Typical after Z. construction is completed. TS Temporary Seeding - Typical while . project is under construction. EB Erosion Contro W g- p of RR � ' -H 0 Soil Map- Hamilton County, Indiana l Blanket - Typical in all areas with a 3:1 slope or greater. Rip -Rap protection DEVELOPER: 56th STREET DEVELOPMENT 865 WEST CARMEL DRIVE CARMEL, INDIANA 46032 317.805.4663 SURVEYOR: SEAGROUP LLC 433 WEST CARMEL DRIVE CARMEL, INDIANA 46032 317.844.3333 SEES PRIMARY PLAT FOR DL TAILS OF SANITARY, WATER MAIN, STORM, AND POND. N Meters A 0 25 5r 150 Feet 400 Fnp W?'1 Natural Resources Web Soil Survey 2.0 ;v: Conservation Service National Cooperative Soil Survey 6/ 1812007 Page 1 of 3 EROSION CONTROL PLAN CHESTERTON WOODS 0 9,00± ACRES 3 0 c� L ZONED: S-2 8" PVC .2 . �, ,. 784 - - ��= East 99th JJFiD M :s"' ^� �• = �,.- <, � ;, �- > ne �� ti �y �'' ,�- N89 17 00 1N ;;:. Y A, 3rx- 12" RCP N.A.E. Br .W.E. _ �, / / - SIDE4yALK c - _ < 12 "IRCP - - - - - -r- _ < •o D:U: /.' 't 7 N.A.E. & S.W.E. 7 N�iI E. - 5 SIC F - J��-y� T & s.w.E. to /{�' & / T <e•• 0` D: V) CID %o B.S.L. x 35' B.S.L. 0 d ! 35' B.S.L. Li 00 00 Li I to / N �3 1 `�" '` (vi 3b' Io0 �' ( .� (� %ti . I ro Z N - ��+ °. 1 'Cr N .,� X47 S.F. o J 11 i 1 -� x, of F j I .� g B V a n. N rri 18,553 S.F. / . /�'' m ��,� .` w I m // I Imo' J 18, 553 S. F. �; I o o I 1418 I y, 3' ^ �- 11 m I_ 1_ I 65 ��F. z - 183.47 ;� `L I - `n `y i : o I o . ,�-- 181.25 a.QO ,�•. / ;•�: t1) I r-Aa t 1 N / 8 :47, ,XlY / 181.25 CL 2 P a ti l x 17 439 l..: .� �' d/� ,�� r�� y S.F. ar ^ 17, 43 9 S.F. �: x ,C, •�� U, ,�. / 1 J r, m a / �, �., �'i 18,221 S. F/. \ \ C =.o a'� �3 / 9 -- 1 - - f� -� ^-- _- ---781 -- 1 / \ - 5'-B ST. � `) 35 B.S.L. / "�� b / 1/�,1 x 'PS ' 2 / ti \ °��`/�iS) 15' DU.�t �1�,1 - -- - °o x • 1` ! o \.o�, 1� - , _ -'' i5 D.U. &S.E. a ,\ \ ?6• / l .� d' Qo i 06.2 - x'10 w- c f h S�v s4 l,o� +l 'R. D. S. E. /�� \ O� 0 3 +- _N89'17'oo "w - 2t2�o' / s McGinnis D Iv . Q S ' s• 1 1 ° :;`''/ 10 -1-780.5 ,3 x o \ r C) ,e '�� / 0 YR. i 781. ; \ O\ \ 66` SIDEWALK 1 \/ --- 5 /0 2 99.38 100.00 '5 i / l l /1 0.62 s" PVC i X13.12 / &S•SxE q. ,. '_ _ I �z..,a' ,.• �� _ , 20 D.U. &S.S.E. 30 . &S.S.E. 30� 0 v• �� 1636 x'Xl'� x' ,' x';;a. X,- -- ------- ,,`_ - - - -- i I I 26 �.F. ' � •ia' 1 �\ .�'`� ` ` 781- / -�'t- r P _ �! I' � \ � � - / , 1 i .,p B.S.L. -Q- , - o. Q:• 1 r , 35 B.S.L. "� \ l 1 ^�r /; 1 ! , i / \ I IXISTING i to I / X \ V I '' / 1 r r r r 1 r RESIDENCE / X f 8.S•�• O`\ ( ri r r !�• 1 ! r r LLLJI • I� a' nP. 1 �' 13 976 S.F. Xt' ^� t N i ^ �+ /' r r ► ' ' ' v C tf >: r ; 1 (D N \ �2l •grXr�� N u .- 13,925 S.F. M N �-. I 24,667. �- 13,9251 S.F. 7 .I ti 1 -`�•- 17,310 A)\' / ,ter -L - % / < ,, / :; : � /•�.; / :: / �, ` , ,�,/k E. � _:,: � ,. % %�' • ?-ice/ i �C T � �' � V) / 20 .U. &S. E. v Q x ' 12" RCP ,�.- , , i i f <� <�' ,�- -.Q,U. /: • ,►'�i i ii i T.P//j.'E� is J/ i/, 100.0 >/ �/ /i i/: is j i; : i •iii >; ;.e. 100.00 i i ! ; i ,� 78 2. i •6 Rebar Found - f\ I- Current Owner: Patrick Sullivan / I per Inst. No. 20000003245 Rebar Found 0.21 do 0.2'N / Ld it I J \ I a, / CU � T _J -0 I I I :\1 X x r+a..�3i VAR. D. a RANKING: 1 GOOD 2 MEDIUM SEEDBED PREPARATION SALT TOLERANCE (TO BOTH SOIL SALTS & SPRAY) T TOLERANCE MT MEDIUM TOLERANCE APPLY LIME TO RAISE THE pH TO THE LEVEL NEEDED FOR SPECIES BEING SEEDED. APPLY 11.5 POUNDS OF 12 -12 -12 ANALYSIS FERTILIZER (OR EQUIVALENT) PER 1000 SQ. FT. (APPROXIMATELY 500 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. FOR BEST RESULTS, CONDUCT A SOILS SURVEY AND CONSULT A SOILS SCIENTIST FOR SITE SPECIFIC NEEDS. 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. SELECT A SEED MIXTURE BASED ON PROJECTED USE OF THE AREA (SEE EPERMANENT SEED MIXTURE CHART). WHILE CONSIDERING BEST SEEDING DATES. IF PERMANENT SEEDING IS NOT PERMITTED 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. no ,, POND 1 1 ( N. P. - 79.50 I0, YR. - 780.05 VAR. D.U�S.E. 1 100--,Y R. - 781.66 Rdar FWW 0.91 di: 05N i __ - � .xT •� .E :.rte - _ ... _._ 3xia 1`91INT OF WMMENC'EI,dENT: 6� r, Center C1i S9i (,Oil N89'1 '?-10.11)"w R ` 3�`b�. n N q' f: 2 v - - - -- / x • _ EWA�,�. J EX. 16' ;f 19.," / J X `. S U . 0 Z. > i • / LO rn +' " V) 0 . L I PROP. SANITARY SEWER c o W g- p of 9 ' � ' -H 0 I. W 110 o n n ... . EX R.O.W. = RIGHT OF WAY (AS NOTED) z W U W U W -. a) Q U O N S89 '17' 00"E - 792.00' } U (z () U z z (D -` ti 4 ` Let w Q � W ? O N `b 0! 1 3 ?�cg P161 O � CU Irp_ w w oa ,� Plat of Chesterton - Second Section -O E : L OF- P.B. 2, Page 83 -84 ca I0 I WET s I I DRY RANKING: 1 GOOD 2 MEDIUM SEEDBED PREPARATION SALT TOLERANCE (TO BOTH SOIL SALTS & SPRAY) T TOLERANCE MT MEDIUM TOLERANCE APPLY LIME TO RAISE THE pH TO THE LEVEL NEEDED FOR SPECIES BEING SEEDED. APPLY 11.5 POUNDS OF 12 -12 -12 ANALYSIS FERTILIZER (OR EQUIVALENT) PER 1000 SQ. FT. (APPROXIMATELY 500 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. FOR BEST RESULTS, CONDUCT A SOILS SURVEY AND CONSULT A SOILS SCIENTIST FOR SITE SPECIFIC NEEDS. 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. SELECT A SEED MIXTURE BASED ON PROJECTED USE OF THE AREA (SEE EPERMANENT SEED MIXTURE CHART). WHILE CONSIDERING BEST SEEDING DATES. IF PERMANENT SEEDING IS NOT PERMITTED 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. no ,, POND 1 1 ( N. P. - 79.50 I0, YR. - 780.05 VAR. D.U�S.E. 1 100--,Y R. - 781.66 Rdar FWW 0.91 di: 05N i __ - � .xT •� .E :.rte - _ ... _._ 3xia 1`91INT OF WMMENC'EI,dENT: 6� r, Center C1i S9i (,Oil N89'1 '?-10.11)"w R ` 3�`b�. n N q' f: 2 v - - - -- / x • _ EWA�,�. J EX. 16' ;f 19.," / J X `. S U . 0 Z. > i • / LO rn +' " V) 0 . L I PROP. SANITARY SEWER c o W g- p of 9 ' � ' -H 0 I. W 110 Z L0 . EX R.O.W. = RIGHT OF WAY (AS NOTED) z W U W U W -. a) Q U O N () U z } U (z () U z z Z} 4 SOIL CONDITION w Q � W ? O N � -�cn of w ?�cg P161 O � �F- C9 Irp_ w w TOLERANCE PROPOSED CONTOUR -1 TOOT IJIERVAI =O -O 90 WW _Z OF- D.U. &S.E. WET NORM DRY GEN. SOIL SPRAY NON ACCESS AND SIDEWALK EASEMENT cn 1- U F- F- F- U_ z _ LL = w H CREEPING RED FESCUE 2 1 FESTUCA RUBRA 2 1 1 1 MED. 1 20-25 12 -18 7 -21 S KENTUCKY BLUEGRASS POA PROTINSIS 2 1 2 1 1 1 MED. 1 20 35 12 -18 10 20 MT TALL FESCUE FESTUCA L. ARUNDINACEA 2 1 1 1 1 1 LOW 1 2435 24 -36 5 -14 T PERENNIAL RYEGRASS MED. LOLLUM PERENNE 2 1 2 - 1 2 HIGH 2 1520 12-18 5 -10 MT CROWNVETCH CORONILLAVARIA - 1 1 2 - LOW 1 5 -10 24 14-21 T RED CLOVER TRIFOLIUM PROTENSE - 1 - 2 - MED. 1 7 -10 18 5 -10 S S RANKING: 1 GOOD 2 MEDIUM SEEDBED PREPARATION SALT TOLERANCE (TO BOTH SOIL SALTS & SPRAY) T TOLERANCE MT MEDIUM TOLERANCE APPLY LIME TO RAISE THE pH TO THE LEVEL NEEDED FOR SPECIES BEING SEEDED. APPLY 11.5 POUNDS OF 12 -12 -12 ANALYSIS FERTILIZER (OR EQUIVALENT) PER 1000 SQ. FT. (APPROXIMATELY 500 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. FOR BEST RESULTS, CONDUCT A SOILS SURVEY AND CONSULT A SOILS SCIENTIST FOR SITE SPECIFIC NEEDS. 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. SELECT A SEED MIXTURE BASED ON PROJECTED USE OF THE AREA (SEE EPERMANENT SEED MIXTURE CHART). WHILE CONSIDERING BEST SEEDING DATES. IF PERMANENT SEEDING IS NOT PERMITTED 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. no ,, POND 1 1 ( N. P. - 79.50 I0, YR. - 780.05 VAR. D.U�S.E. 1 100--,Y R. - 781.66 Rdar FWW 0.91 di: 05N i __ - � .xT •� .E :.rte - _ ... _._ 3xia 1`91INT OF WMMENC'EI,dENT: 6� r, Center C1i S9i (,Oil N89'1 '?-10.11)"w R ` 3�`b�. n N q' f: 2 v - - - -- / x • _ EWA�,�. J EX. 16' ;f 19.," / J X `. i \I 1 D,y S . 0 Z. o z i • / LO rn +' " V) 0 . L I PROP. SANITARY SEWER c o " "/ N g- p of 9 ' � ' -H 0 I. oU o 0 110 Z L0 . EX R.O.W. = RIGHT OF WAY (AS NOTED) - - - - PROP. R.O.W. = Wff OF WAY (AS NOTED) ry i \I 1 D,y NOTE: ALL LOTS ARE TO REMAIN UNDISTURBED WITHIN THE BUILDING LIMITS OF EACH LOT. UTILITY WORK WILL BE DONE IN THE REQUIRED EASEMENTS AS SHOWN ON THE PLAT. ALL OTHER AREAS THAT DO NOT REQUIRE UTILITY WORK SHALL REMAIN UNDISTURBED UNTIL SUCH TIME AS AN INDIVIDUAL LOT IS ACQUIRED AND SPECIFIC BUILDING PLANS ARE APPROVED AND EXECUTED BY THE INDIVIDUAL LOT OWNER. GRAPHIC SCALE 50 0 25 50 100 (IN FEET) 1 inch = 50 ft. L w 0 r*r �' YJ � 0 > Q o Q I � o _ \ Grour)- Engineers Architects 433 West Carmel Drive Phone: 317.844.3333 Carmel, IN 46032 Fax: 317.844.3383 www.SEAGroupLLC.com PROJECT ADDRESS: 2405 EAST 99TH STREET CARMEL, IN 46032 PROJECT LOCATED IN: SECTION 07 - TOWNSHIP 17 NORTH - RANGE 04 EAST CLAY TOWNSHIP, HAMILTON COUNTY EROSION CONTROL PLAN PREPARED FOR. 56th STREET DEVELOPMENT RIC HUFFMAN / MARK HUMPHREY ATTN. 865 WEST CARMEL DRIVE CARMEL, INDIANA 46032 317.805.4663 REV. # DATE REV. DESC. 1 8/8/07 REV. PER TAC COMMENTS. DRAWING LEGEND S PROPOSED WATER LINE �� •, wee PROP. STORM SEWER PROP. SANITARY SEWER z' I '� I. 0 110 r EX R.O.W. = RIGHT OF WAY (AS NOTED) - - - - PROP. R.O.W. = Wff OF WAY (AS NOTED) �7 CENTER AS NOTED a) Q ... ... ... ... -- - -- -- ... EASEMENT (AS NOTED) NOTE: ALL LOTS ARE TO REMAIN UNDISTURBED WITHIN THE BUILDING LIMITS OF EACH LOT. UTILITY WORK WILL BE DONE IN THE REQUIRED EASEMENTS AS SHOWN ON THE PLAT. ALL OTHER AREAS THAT DO NOT REQUIRE UTILITY WORK SHALL REMAIN UNDISTURBED UNTIL SUCH TIME AS AN INDIVIDUAL LOT IS ACQUIRED AND SPECIFIC BUILDING PLANS ARE APPROVED AND EXECUTED BY THE INDIVIDUAL LOT OWNER. GRAPHIC SCALE 50 0 25 50 100 (IN FEET) 1 inch = 50 ft. L w 0 r*r �' YJ � 0 > Q o Q I � o _ \ Grour)- Engineers Architects 433 West Carmel Drive Phone: 317.844.3333 Carmel, IN 46032 Fax: 317.844.3383 www.SEAGroupLLC.com PROJECT ADDRESS: 2405 EAST 99TH STREET CARMEL, IN 46032 PROJECT LOCATED IN: SECTION 07 - TOWNSHIP 17 NORTH - RANGE 04 EAST CLAY TOWNSHIP, HAMILTON COUNTY EROSION CONTROL PLAN PREPARED FOR. 56th STREET DEVELOPMENT RIC HUFFMAN / MARK HUMPHREY ATTN. 865 WEST CARMEL DRIVE CARMEL, INDIANA 46032 317.805.4663 REV. # DATE REV. DESC. 1 8/8/07 REV. PER TAC COMMENTS. DRAWING LEGEND 200 D17o7ooL/0- y.3 Approved By: BCR/TJW Drawn By: TJW Date of Last Field Work: 06/13/07 Date Plotted: 09/06/07 Reference #: Project Number: C7 -1357 Sheet Number 2 of 3 DOG WATER LINE PROPOSED WATER LINE PROP. STORM SEWER PROP. SANITARY SEWER Ek SAN = UNDERGROUND SANITARY SEWER 0'%610- o,rtja N = OVEM UTITIY EX R.O.W. = RIGHT OF WAY (AS NOTED) - - - - PROP. R.O.W. = Wff OF WAY (AS NOTED) CENTER AS NOTED b� B1= BUU% SEW LINE ... ... ... ... -- - -- -- ... EASEMENT (AS NOTED) CONC. CURB (AS NOTED) 4 EX SPOT 01M ION Solll:h auart r +;,zarPt x` CONTOURS - WO INTERVAL 'I 1) ?4 - R4F ?�cg P161 ____ ____ - - ____ .___ _ _ _ _ _ _ CONTOURS - WN IJIERVAL }00d and Held PROPOSED CONTOUR -1 TOOT IJIERVAI .... .... ELOWLIJE B.L. BUONO SEI6ACK LINE D.U. &S.E. DRAINAGE UTt.lil' AND SEWER EASMENT D.U. &S. S. E. DRAI"�AGE UTIl1Y AID SANITARY SEWER EASTiIEM N.A.E. & S.W.E. NON ACCESS AND SIDEWALK EASEMENT 200 D17o7ooL/0- y.3 Approved By: BCR/TJW Drawn By: TJW Date of Last Field Work: 06/13/07 Date Plotted: 09/06/07 Reference #: Project Number: C7 -1357 Sheet Number 2 of 3