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05060038-05060039 Construction Plans Rcd. 12/12/2005
T Prepared for: R. G. Thomas Consulting, Inc. SHEET INDEX 10351 SPRINGSTONE ROAD MICHIGAN McCORDSVILLE, INDIANA 46055 1 TITLE SHEET CITY EAST ELKHART go 317-920-1616 P H SOUTH CHICAGO BEND MISHAWAKA 2 DEVELOPMENT PLAN GARY VALPARAISO 317 —920-1623 FAX Ct 30 ) WANATAH 69 3 ROAD PLAN & PROFILE FORT WAYNE 4 STORM SEWER PLAN & PROFILE 24 5 SANITARY SEWER PLAN & PROFILE LOGANSPORT . . . . . . . . . . . . 24 .......... E R LINE P LAN & PRO FILE 1111 C N 69 6 WA TPROJECT LOCA 65 MARION S89*43'1 I "W S8912'32•W S89*10*16•W 07 -- — — — — — — — — — — 101.61* KOKOMO 0 119.84' — — — 112. -4 7 EROSION CONTROL PLAN O i. Ct 20' BUFFERYARD TYPE C' 2W OWFERYARD TYPE V 20• RFFMARD ;F� V I- -- - — I - - —20* RSB 4 20' RS13 — F II LAFAYETTE 2, F- ME ca co 8 EROSION CONTROL DETAILS MUNCIE In Eli Lot EBAN W • 69 ANDERSON fn ::: rq 4 :::: _::::: ::.:: L_ NW10*42"E F -4wnm ao. Nmmw a" 9 EROSION CONTROL SPECIFICATIONS 5 YSS 5' FYSB 25' FYSB 67 14.92' Pom NNW ffn le M DUE IS DUASE I IMULUWAK M WL 15' DU&SE INDIANAPOLIS RICHMOND N89"22'44'E N89*22'44'E N89'22'44*E 10 I N 1' E R S E C T I O N DETAILS 8.68' TT13- 92.7t Turner Dr. N8972 'E 354.66 52 9.1 aL w 11 MAINTENANCE OF TRAFFIC PLAN — TERRE HAUTE 7 70 -"'x — — — — "M WNW WM L Ex am N89'22'44E -F L 0000� 67 99.2.3 .. — - - - - -- :— :: .,— ::— — — 7 12 TREE PRESERVATION PLAN 25' FYSB DUIE- COLUMBUS r z BLOOMINGTON EMI 25' FYSB Z LANDSCAPING PLAN Q)7 13 C j; I:: ,: :: f ::: :: F: i F __ II I I 14 DETAILS 20' RYSB 25' R9 I M31 20' RYSB N897,VOO*E N89-24-00-E 105.70' N8971VOO"E 109.17' 15 DETAILS — I I I — - 4G&39: — — — — — — — — — — — — — — — — — — — — — — — — — — - 50 RS9 20' RYSB FI 20 6 DETAIL PRINCETON NEW ALBANY co 17 SPECIFICATIONS m : 4 64 —1 L 64 F TO 7.b- Mid 37 18 HAMILTON COUNTY DETAILS EVANSVILLE L 4'21*E 24 N N89'1NgjZ4'g3*E - �- 19 HAMILTON COUNTY DETAILS LOCATION MAP AERIAL MAP Scale: NTS NO 000 In4th-Stm et CIL NOW off M&M CIL Now ow MWff NORM FW sac ■ PMW MUM FM � ■ we Nw-w-■w i■ IM-W-W P" Now ffim POW WNW •FM MO■AAW ■ EVL NORTH LOCATION MAP City of Indianapolis, Hamilton County, Indiana DESIGN SPEED = 25 MPH ROAD LENGTH = 355 FT LOTS = 9 SOILS MAP Scale: NTS ■ V 0 0 C) 850 L 0 %1N r A S r 05 L -'N ' 46 f JL4" n3l ? 0 11;r 0 e A II- Pit gilln-L I- Chm TER HA GE 01S., 3 01 E 6� N.- BENCHMARK. USC&GS 1929 Benchmark T.B.M. A magnail was set in North side of powerpole located approximately 241' East of intersection of 104th Street and Ethel Street on the south side of the 104th Street ELEV. = 824.38' VICINITY MAP . Scale: NTS 100% CONSTRUCTION % %% C.Bq�': No. 910326 10 STATE OF 011. Z N J- 60�-- - SET 12/05/05 GEO —BLOCK F FIRE DEPARTME R PYAN OF TUIJPLV.NEP DR. SCALE 1 " =30' 1 4' -0" 1 SIDEWALK 2% 4% #53 COMPACTED AGGREGATE (TYP.) 4" 2% 12' -0" UNDERDRAIN (SEE DETAIL) 40' RIGHT -OF -WAY 28' -0" ROADWAY ROLL CURB (SEE DETAIL) 'ROFILE GRADE 2% 1" H.A.C. BITUMINOUS SURFACE #11 L 3" H.A.C. BITUMINOUS BINDER #8 OR #9 9" COMPACTED LIMESTONE BASE TYP. STREET CROSS SECTION 1 NOT M SCALE 3 LOW POINT ELEV = 826.97 LOW POINT STA = 7 +36.96 PVI STA = 7 +35.75 1 01 4' -0" 1' SIDEWALK HIGH POINT ELEV = 830.14 HIGH POINT STA = 5 +34.02 PVI STA = 5 +28.06 PVI ELEV = 830.28 A.D. _ —8.48 K = 2.36 8 +54.66 / +UU VTV%J PROFILE OF TU1QNEQ DR, K TM P' IIC � 1 8,35 825 DATUM ELEV 815.00 FIX ``,11111111,11,' , %% %%` .��AN C. �'0-- ST N0. • �° 910326 STATE OF sS /0NAL �,�'' ` 111111111111 (� a-- - cy E 3 i c C PLAN 0 SCALE 1 " =30' 18" 15' RIGHT -OF -WAY 12' -o„ 6' -0" ROADWAY 6' -0" ROFILE GR DE 2% 2% 18" s r 1" H.A.C. BITUMINOUS SURFACE #11 3" H.A.C. BITUMINOUS BINDER #8 OR #9 9" COMPACTED LIMESTONE BASE TYP. ALLEY CROSS SECTION 2 NOT TO SCALE 3 2 +94.30 P 0 F I L E te Revision vale 07/26/05 1 /04 CTE REVISIONS Homeplace 9/05 HCSWC DISTRICT REVI SIONS FDa 0/05 HAM.CO. SURVEYOR'S OFF. REVISIONS City of Home lace, Clay Township, Hamilton Count Indiana 4/05 CTRW DISTRICT REVISIONS Drawn By Checked By Approved By Sheet No. CCB MEH CCB NLO 00 N �� LO .• .• ao N 2 +94.30 P 0 F I L E 2 +00 OF ALLEY BADGER ENGINEERING 117 W. Elm Street Lebanon, IN 46052 (765) 485 -0000 835 325 815 DATUM ELEV 810.00 00 1+00 GENERAL GRADE NOTES 1. REFER TO THE INDIANA DEPARTMENT OF TRANSPIRATION ( INDOT) STANDARD SPECIFICATIONS, 1995 EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. THE SECTION BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE. 2. FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS, BORROW PITS OR OTHER APPROVED SOURCES. EARTH SHALL BE FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES AND LARGE ROCKS. THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED SIX INCHES FOLLOWING COMPACTION. PROPER MOISTURE CONTENT OF FILL MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION DENSITY. ALL FILL BENEATH PAVED AREAS, FLOOR SLABS AND FUTURE BUILDINGS SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM D -1557, FIELD COMPACTING TEST SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS, AND THE REQUIRED COMPACTION ON EACH LIFT SHALL BE IN ACCORDANCE WITH INDOT SECTION 211. 3. MAXIMUM LAWN SLOPE IS 3:1. 4. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. IN THE AFFECTED CONSTRUCTION AREA EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 5. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. 6. COMPACT "B" BORROW BACK FILL REQ'D. OVER ALL UTILITIES IN PAVED AREAS. 7. NO AREAS ARE LOCATED IN THE 100 YEAR FLOODPLAIN, FLOODWAY FRINGES, OR FLOODWAYS. 8. FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED FOR ALL SANITARY SEWER LATERALS. te Revision vale 07/26/05 1 /04 CTE REVISIONS Homeplace 9/05 HCSWC DISTRICT REVI SIONS FDa 0/05 HAM.CO. SURVEYOR'S OFF. REVISIONS City of Home lace, Clay Township, Hamilton Count Indiana 4/05 CTRW DISTRICT REVISIONS Drawn By Checked By Approved By 2 +00 OF ALLEY BADGER ENGINEERING 117 W. Elm Street Lebanon, IN 46052 (765) 485 -0000 835 325 815 DATUM ELEV 810.00 00 1+00 GENERAL GRADE NOTES 1. REFER TO THE INDIANA DEPARTMENT OF TRANSPIRATION ( INDOT) STANDARD SPECIFICATIONS, 1995 EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. THE SECTION BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE. 2. FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS, BORROW PITS OR OTHER APPROVED SOURCES. EARTH SHALL BE FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES AND LARGE ROCKS. THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED SIX INCHES FOLLOWING COMPACTION. PROPER MOISTURE CONTENT OF FILL MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION DENSITY. ALL FILL BENEATH PAVED AREAS, FLOOR SLABS AND FUTURE BUILDINGS SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM D -1557, FIELD COMPACTING TEST SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS, AND THE REQUIRED COMPACTION ON EACH LIFT SHALL BE IN ACCORDANCE WITH INDOT SECTION 211. 3. MAXIMUM LAWN SLOPE IS 3:1. 4. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. IN THE AFFECTED CONSTRUCTION AREA EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 5. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. 6. COMPACT "B" BORROW BACK FILL REQ'D. OVER ALL UTILITIES IN PAVED AREAS. 7. NO AREAS ARE LOCATED IN THE 100 YEAR FLOODPLAIN, FLOODWAY FRINGES, OR FLOODWAYS. 8. FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED FOR ALL SANITARY SEWER LATERALS. Road Plan & Profile vale 07/26/05 LITTLE FARMS addition to Homeplace Job No. 04 -009 Scale " 11 30 City of Home lace, Clay Township, Hamilton Count Indiana _ Design By Drawn By Checked By Approved By Sheet No. CCB MEH CCB CCB 3 Z z 00 00 0) 00 :p-, N 00 U) :E M A C3 c A zzz 66 66 a po po a Ln Ln U LA (A C.0 cy) cy) a En __J co 1,13 CO EXISTING GRADE News 25 --------------------------------------------- ......................................................................... 8&0' 0.32% 12" RCP z 0 0.30% 12" RC D .................. .... . ... 327 .. ... ........ 16.01 ----- 6. --- o .... n ---- c --- r-e- .... t ... e ---- ---------------- ------------------------------------------------------------------------------ 12" RCP OF STRUCTU-IL:1LES 0= 78.0' 0.10% 36" RCP - ----------------------------------------------- ................................................................... . .... .................................................................................. Li -PLAN Cradle . .............................. ...................... .......... .............................................................................. . .................. < 0 r,�- m mmm n 000 0 -------------------------------------------------- ............................................................................. ----------------------------------------------------------------- 1009 10_19 1029 t ------------------------------ --------------------------------- .............................................................................................. 103 & 105 STO-ILPI.M KO w < 0 !,_� 13-MM n 000 0 z 0 0 r-. M < n coo M 0 0 F_frr- 0-0- Ld l_- PO 0C)o 0 0 F-Ofr, CLCL uJi.-po 000 0 z 0 V) r, a- < PO Uv) M xxx M xxx CN !LCN Tco -1 Z11 xxw Ir u) _J XXM z,, (n M of v) U -w m < < into( T_ PO re) < < 0 1 Nom- - MLOM b Of r-) < n r-cn,�., _ _ —0 NN_ MLOM cKn< Lo M C-4 < cJ 3f Z000LO LLJ r, ZO 00 PO K) r w m r-, r, < I z U - po ce w (n 5 1 zt-cacc(o 0 x w C' Lnd- 0 < I zpocoo OWLJ0000 LO 0 W "i = z C,4 �_o ?R 06 < cocom—M M 6 C6 C6 0 = Zw C14 < 00FORiZ LLJ (6 c:; cj :1 c14 = Z c,4 C*4 cq LN 09 co w- UJI (D ci 6 a = Z C14 C14 04 N co U, 00 cs 4 0 = Z C14 c-.4 N 0 af _Lj 0 0 E r Ix -1j 0 E .—Q ca 00 Go Z*zc) jr -do < M M oo Zft �z 0 0 E , < in CK) cd od Z*Z Qf wo II II II cn -d 0 >; >: >: z m EE -S -S -S l_ 1_1 0 > V) zm j�; c c c < o E >: >: >: (/)Za: x c c c Of w 0 >: >: >: w v)zmi2_s_s_s l LLI O.E >: >: cnzm:fy-c c ................................................... r ............................................................................ , ---- -------------------------------------------------------------------------- -------- -------------------------------------------------------- ---------------------- - - ................... ......................................................... . .................................... -------------------------------------------------- 1835 EXISTING GRADE News 25 --------------------------------------------- ......................................................................... 8&0' 0.32% 12" RCP .... ............... 88.0' 0.30% 12" RC D .................. .... . ... 327 .. ... ........ 16.01 ----- 6. --- o .... n ---- c --- r-e- .... t ... e ---- ---------------- ------------------------------------------------------------------------------ 12" RCP --P20 C) 78.0' 0.10% 36" RCP - ----------------------------------------------- ................................................................... . .... .................................................................................. Li .......... ...................................................................... Cradle . .............................. ...................... .......... .............................................................................. . .................. < 0 r,�- m mmm n 000 0 -------------------------------------------------- ............................................................................. ----------------------------------------------------------------- ---------- ..................................................................... t ------------------------------ --------------------------------- .............................................................................................. < 815 < of of V) M Of Of of cf) < M O- L CN !LCN Tco 0 Z N to 04 -------------------------------------------------- ............................................................................. --------- ------------------------------------------------------ = C-) ................................................................. ------------------------ ....................... ........................................................... --------------- ................... 0 c < I 000c) DATUM ELEV N < to K) ro co I OLOLOLr)o Of C� (D 810.00 M LO L0 0 GO ui C14 00 00 Go (6 04 00 < r-: 06 CN C%4 00 00 06 CN 00 04 c6 6 c6 1: 04 2+00 1+00 L-i r . 0��06ci 0+00 -DES U C T U Du < CO 00 STR EX.# 1 TC=822.38' INV.=817.24'±(EX. 18" NW) INV_=817_75'(12" F) 18" RCP--j SEWMHgCM-18A STA 0- 0 RIM 825.00 INVERT IN 818.04 PVC INVERT OUT 817.82 RCP SUMP 817.31 8' PRIVACY FENCE TC=821.00' INV.=815.60 (A P]LAIi� EX, 2 104 105 & 106 S T 0 JILF),16 M OF STRUC�'�T�,ES NORTH c L L F L 1j_ruu 2+00 1+00 0 0 r- CL 00 (y V) W (L = (n co C) ED cz LOM (D K) 04 < Of I zD,U-)o ce bi "4: r- co Lo LL, r- Lo pp m z C4 cq 00 < 0000004 0 Z on o ,jo E Z:]z jTof C C C ?A TUM ELEV 810.00 0+00 P ljl_�L) 0 F I L E OF ST_QLLUCTU11P_%,ES EX, 2, 1049 105 & 106 STO-QLLM OD 6 1\ ,�, \\ \\ �, �, a- 0D I _j p%3 N) _77-1 I I cn C) 0 00 00 Elf Of -1 1 L, CA GSAJ 9Z �eS�� 9—Z 00 00 3s*na Gt co -Z 0 04 0 N 3svn(3 gt 12" 00 00 SS SWALE SLOPED p/b.5% W/ 6 II ,,,�WALE S _OPE2 @ 0.5% W/� 6" SSD 0.32% 00 0 V) >: L__0 0 0 ==& 000 0 Li c: we r -_-mm 000 4 -000 ISO EXISTING GRAD 4 C F 3:c 830 -------- - --- III _U0 -,- - 1-4110 A KI ROPOSED GRADE rn !;Amz 00 RANULAR n rr, %% F= (D % 3ACKFILL 0 %% �\04 C. B'' -,, a..i S .`"` I a `1 0 \c� ............. • ST 0 z '30 W W W W W Z NO. cn>>-UW cn * 1 0 r- 0 z M > ;0< 910326 Z Nit > 0 X 0 M -u 0 - _11 0 CIO n K rn.. STATE or in .I ( M M En Imp 0 rri z 0 101 If",% ........... >ma o 11 0 Jjf ONAL g Ot z IN > 0 %% Ln O �j co I TUM ELEV 820.00 z 0 PLAN o F STRUCTURES 107 & 108 0+50 0+00 PROFILE OF STRUCTURES 10'7 & 108 0 C) 0 C) V) < 0 r,�- m mmm n 000 0 z < Ld _j < of of V) M Of Of of cf) < M N C-4 0 Z N to 04 = C-) Lr) 2 0 c < I 000c) F < N < to K) ro co I OLOLOLr)o Of C� (D M Qf `4: C-4 10- U-) 0 Z af LLJ ",� (Dq- .4- Lo < m C14 L0 14- 04 c6 6 c6 1: 04 Lr) L-i r . 0��06ci Q0 < CO 00 o < c,0 0 C, 0 0 — _ZN < 00 00 cc) 0000 0 11 11 LLJ IE-IJ z 11 110 110 110 E zuzo FLL10 11 11 11 11 11 0 E Ui.- zry c: 1-- V) -J.- Z af (n >; Lim c: c c c z of 1-- PROPOSED GRADE — EXISTING! GRADE ........... .......... IF � I 99.0' 0.25% 36" RCP la" 198.0' 0.10% 36" RCP 1 12" RCP min Mill min 99.0, 0.81% dle ----------- -JTJ\-Conc:rete ......... _j Concrete Cr < uj Cradle w bi __j < of uj < < LJ < _j _j 0 C4 Id cj: L.L > F;0 M I M (D : 00 a- M 00 iJ CN 0 0 r- C14 Q1 LO 0 4 N 00 4 ON) M 4 N 00 Ki 4 04 u� 04 cd N c; re) 00 00 00 00 00 1j_ruu 2+00 1+00 0 0 r- CL 00 (y V) W (L = (n co C) ED cz LOM (D K) 04 < Of I zD,U-)o ce bi "4: r- co Lo LL, r- Lo pp m z C4 cq 00 < 0000004 0 Z on o ,jo E Z:]z jTof C C C ?A TUM ELEV 810.00 0+00 P ljl_�L) 0 F I L E OF ST_QLLUCTU11P_%,ES EX, 2, 1049 105 & 106 STO-QLLM OD 6 1\ ,�, \\ \\ �, �, a- 0D I _j p%3 N) _77-1 I I cn C) 0 00 00 Elf Of -1 1 L, CA GSAJ 9Z �eS�� 9—Z 00 00 3s*na Gt co -Z 0 04 0 N 3svn(3 gt 12" 00 00 SS SWALE SLOPED p/b.5% W/ 6 II ,,,�WALE S _OPE2 @ 0.5% W/� 6" SSD 0.32% 00 0 V) >: L__0 0 0 ==& 000 0 Li c: we r -_-mm 000 4 -000 ISO EXISTING GRAD 4 C F 3:c 830 -------- - --- III _U0 -,- - 1-4110 A KI ROPOSED GRADE rn !;Amz 00 RANULAR n rr, %% F= (D % 3ACKFILL 0 %% �\04 C. B'' -,, a..i S .`"` I a `1 0 \c� ............. • ST 0 z '30 W W W W W Z NO. cn>>-UW cn * 1 0 r- 0 z M > ;0< 910326 Z Nit > 0 X 0 M -u 0 - _11 0 CIO n K rn.. STATE or in .I ( M M En Imp 0 rri z 0 101 If",% ........... >ma o 11 0 Jjf ONAL g Ot z IN > 0 %% Ln O �j co I TUM ELEV 820.00 z 0 PLAN o F STRUCTURES 107 & 108 0+50 0+00 PROFILE OF STRUCTURES 10'7 & 108 dot 27 little farms Addition to Town of Home Place Lot 34 All SSDs on the end of-- the lines need to be capped. GEO -BLOCK FOR FIRE DEPARTMENT R =40' "PON'-F P10 i!�LINP" g' PRIVACY FENCE "I-F'6 _F11E LAV\/" Iw" U a" l?larWTM sazvice, ING. Gall � -800- 382- 55q'q' 2 Working Days f5efore You Dig. STR EX. # 1 TC= 822.38' INV. = 817.24' ±(EX. 18" NW) INV.= 817.75'(12" E) ST \ 18" R C P-J SEW MH# CM -18A STA 0 +00 RIM 825.00 INVERT IN 818.04 PVC INVERT OUT 817.82 RCP SUMP 817.31 Lot 28 dot 29 STR #10 TC= 828.03' 833.5± EX 831.85 HP FL INV.= 820.86'(12 "S) 828.7E EX 831.0± EX �- c 000;` OOOi (n 000 Oq0 000 O o -L � N ° x = �� 20' BUFF ►' c es o :' 20' BUFFERYARD TYPE 'C' � �R YA R D TYPE I C -< r �` 20' RSB ti l 97.1' .4 89 j M �� ` f 30' D.E. Xz CN 'FYSB ° 25' FYS `� 21 �, � OP/SED MH CM9A `TR 1 CJ` \ \ '� �! TC= 829.25 15 Du &sE T - 826.,9 15 DUB�SE i INV =822.6 INV.= 2 .58 (12 N) 827.28 \, C ff,-- INV. _ X0.48'(12 S) \ �;; ' 5' SIDEWALK toll - SSD U 1826.VT�� N ! UNDER CURB TYP. .� o 82 0 / � 827.74 827.02 - ��� 827.34 28.19 ry 8' PRIVACY FENCE - moo,, -% -� ST f�'LL *NOTE: *NOTE: J Q TR Q J U a - Of ° Of Z00�`�h TC= 8 2 233.. 70' Q � Q 1`0 PERMIT REQUIRED, FOR WORK IN THE RIGHT -OF -WAY INV. = 818.6 5 ` N) AT 2.0% THEN START Q i ` , INV.= 818.45 w (n .r' W 2 V) INSTALLATION, SEE DETAIL INV. = 818.45' (36" ,P/ 000 • ,•. STR EX.# 2 BEEHIVE INLET TC= 821.00' INV.= 815.60 /--STR EX. # 3 00 ONO I1 FA r- Lq D z N 00 D U M N M In �i N FYSB 0 W W ' W C=826.97' INV.= 820.39 (12" ) 827.8 IN-V-.= 8-2 0.1 1 ) -- 1217 12 5 \,, 25' FYSB* -74 01 0 F .. o to .. co 26 Of _7' In ` 82.3' wo 20' R -YSB 00 i 'j RYSB o ( 00 6 .-, ^b n n n n n n i n I r, r, r, ,, STR- #lr3 , - - 6.25 _�-�80 TC -824.8 SSD UNDER INV. = 819.88' (15 "N "). "" o_ CURB TYP. 20 RYSB INV.= 818.74706'tS) CD ��(T\..,RYSB r YW�J 1224 /f,32 0 I FLc�;iSWALE SLOPED @5 0.5% W/ 6 SSD T HAMILTON CO. HIGHWAY DEPT PERMIT REQUIRED, FOR WORK IN THE RIGHT -OF -WAY PATCH STREET AFTER INSTALLATION, SEE DETAIL STR EX.# 4 ST ST SAN - 000 000 000 STR 104 TC= 822.45' INV.= 818.20' (36" E) INV.= 816.40'(12" SW) 20 CnI M1Cn rn C�p � o \ �o N 1 GENERAL SITE NOTES Lot 30 1. CONTRACTOR SHALL RECOGNIZE RESPECTIVE WORK AND RESPONSIBILITY 1829.25 FL Z TO VERIFY LOCATION, SIZE, AND ELEVATION OF EXISTING UTILITIES, MATCH EXISTING FLOW I N E !1 < STRUCTURES, PIPES, PAVEMENTS, ETC. AS RELATED TO THEIR WORK. t NOTIFY ARCHITECT OF ANY CONFLICT AND /OR DISCREPANCIES 830.85 IMP FL 8, .7 FL IN THE CONSTRUCTION DOCUMENTS, PRIOR TO THE START OF CONSTRUCTION. r `y I 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACQUAINT HIMSELF WITH ` 0 jr f SUBSOIL CONDITIONS. 15 000 O OCe° 3. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED N M ! r 20' BUFFERYARD TY�� 'C' X WITHIN THE LIMITS OF THE CONTRACT ACCORDING TO INFORMATION J i \ � 20 RSB `�O i ! PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS -o f Cil CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF ABOVE -< 9.4 25 2 fl)\ GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS \° SL PE *NOTE: INFORMATION IS NOT GUARANTEED. ` SLOPE FROM 4. CONTRACTORS SHALL CONSULT ARCHITECTURAL, PLUMBING AND %-Pj N - PAVEMENT EDGE ELECTRICAL PLANS FOR: INVERT ELEVATIONS AND EXACT LOCATION OF ACROSS SIDEWALK c I DOWN SPOUTS, WATER LINES, GAS LINES, TRANSFORMER'S PAD OR POLE, ` °- AT 2.0% THEN ETC. U) START SWALE. ( 5. ALL PAVEMENT PATCHING DUE TO UTILITIES INSTALLATION; w I I CONSTRUCTION OF CURBS, ETC., OR DAMAGE TO EXISTING PAVEMENT I -qb EC ON STR 107 DURING CONSTRUCTION SHALL BE PATCHED WITH A PAVEMENT SECTION Z # WHICH MEETS OR EXCEEDS THE EXISTING SEC11ON BY THE CONTRACTOR 25' FYSB `� I� U),- HAMILTON CO. HIGHWAY DEPT DOING THE WORK. 12 3 4 15 PERMIT REQUIRED, FOR WORK IN I THE RIGHT -OF -WAY 6. ALL GRASS AND /OR SHRUBBERY DISTURBED BY NEW CONSTRUCTION SHALL PATCH STREET AFTER INSTALLATION, SEE DETAIL BE RESTORED TO ORIGINAL OR BETTER CONDITION. N 15' D U &SE �`� $28.36 k V ;� ! X. M H 7• ALL EXISTING MANHOLE AND CATCH BASIN GRATES, WATER OR GAS $28.08 f CM 9 VALVES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION. SAN SIAN TC= 829.12 8. ALL PIPE LENGTHS SHOWN ON DRAWINGS ARE FOR HYDRAULIC INV = 821.33 280' of C @ 0.45% '; tip CALCULATION PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE Ex I s t I n g M H# CM 9 CONTRACTOR TO DETERMINE EXACT LENGTHS REQUIRED FOR ACTUAL b� I ( ; needs to be core INSTALLATION. r\� d ri I I e d and have a 9. CONSTRUCTION OF ALL SEWER LINES AND STRUCTURES SHALL BE IN urne r., . t o rubber boot installed ACCORDANCE WITH LOCAL AND STATE CODE, RULES AND REGULATIONS. o O ©1�-I' cur 1 EXIST. PAVEMENT 10. SITUATION AND TOPOGRAPHIC SURVEY PROVIDED BY: =S- U N DER 829.05 29.90 1 „ I ! 8 9' 1 HAMILTON CO. HIGHWAY DEPT Polaris Land Surveying, LLC / t, Ln ; I PERMIT REQUIRED, FOR WORK IN 11. REPAIR REPLACE OR gMAINTAIN ANY XI CURB TYP. -- L v I THE RIGHT -OF -WAY /ALL E STING UTILITIES ` I PATCH STREET AFTER WITHIN LIMITS OF CONSTRUCTION. b! SIDE#ALK i i INSTALLATION, SEE DETAIL W W 828.08 j 12. FOR ALL WORK WITHIN LIMITS OF RIGHT -OF -WAY •••••••.•.���•.•��• �.•.•••• � SEE D.O.T. STANDARD DETAILS. l ' SSD under Curb Line 13. ALL DIMENSIONS SHALL BE TO THE FACE OF CURB OR and Swales must be double EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 15' DU &SE ;' wall smooth bore perforated 14. ALL RADII SHALL BE 5 UNLESS OTHERWISE NOTED. HDP 15. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 1233 , __ $2$:18 INV E Pipe. 16. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO 25 FYSB �- - -- -- -� �' to All SSDs on the end of BASE LINES PROPERTY LINES OR BUILDING LINE N O I the lines need to be OTHERWISE NOTED. S UNLESS (n o capped. 17. ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS M OTHERWISE NOTED. ND SECTION STR # 108 01 I 18. HANDICAPPED RAMPS AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL STATE COUNTY CITY AND 10 ; %`_ LOCAL CODES WHICHEVER HAS JURISDICTION. SEE SITE o ` �' ' ( • \ PLAN FOR LOCATION AND SITE DETAILS FOR SPECIFICATIONS. 19. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE 7.5' \ �? I I \ AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC 2 ' RSB CD I CONTROL DEVICES REQUIRED BY FEDERAL, STATE, CITY OR \ LOCAL AGENCIES. THE AMOUNT, LOCATION AND SIZE SHALL BE PER THE DIRECTION OF THE GOVERNING AGENCY. °- ` w 20. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE Li \\ 1 a_ I ALL MUD, DIRT, GRAVEL AND OTHER MATERIALS TRACKED j ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE 82�j \78 ,r' �J `�� j w 3 F CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE �. e' J o CONTRACTOR MUST USE WATER OR OTHER EXPECTABLE METHODS o °- o TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. 1 ,.= ` N (n .I t 21. ALL PAVEMENT MUST MAINTAIN 2' FROM THE SANITARY MANHOLE CASTING. 20 �SB f, � m , 7.5' I �- ' I ; I 22. THIS SITE IS CURRENTLY UNDER CONSTRUCTION. EXISTING ELEVATIONS -r� AND UTILITY LINES MAY OR MAY NOT BE IN THERE PROPER LOCATION. F -< NOTE: * VERIFY ALL ELEVATIONS & COORDINATE WITH THE ENGINEER FOR ANY O E ; DISCREPANCIES. SLOPE FROM 25 0 / \ 23. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, PAVEMENT EDGE FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED I !r ACROSS SIDEWALK IN THE RIGHT OF WAY. 1`:: .. SSD it AT 2.0% THEN 24. COORDINATE ALL WORK WITH COUNTY CITY OR GOVERNING UTILITY START gWAI P AT LEAST 48 HOURS PRIOR TO THE START OF WORK. ' / O tl--2-,3 2 ° •B ` 18 B �,l .. U�BLE ME ER PIT TYP. '; 20' ROTA N � � RCPT .10�` L 1 1 � 19 8 OF �36 i - �` t S 3E[� 000 0 i 0 ' 0:)o O 0 0 A so 00 e a la 04 U) 0 VV i i t ' L4th r e�e �' 8z .76 FL ' ' FIL �- i SA SAN SAN SAN, 4h - ._.."'._. .•-- ._...._...`....,�� � �` �. \'i - 000 -- -'_ 000 °.. Ono j -000 - •�- •�" 000• Sanitary Sewer With ]Manhole and 6" lateral -� ST o . *NOTE: *NOTE: _ D U & _ S _E TR MFPG a - SLOPE FROM PAVEMENT LATERALS ARE r TC= 8 2 233.. 70' (ADA Standards Apply) EDGE ACROSS SIDEWALK STATIONED WITH PERMIT REQUIRED, FOR WORK IN THE RIGHT -OF -WAY INV. = 818.6 5 (36" N) AT 2.0% THEN START RESPECT TO UPSTREAM PATCH STREET AFTER , INV.= 818.45 (36 11 r YW�J 1224 /f,32 0 I FLc�;iSWALE SLOPED @5 0.5% W/ 6 SSD T HAMILTON CO. HIGHWAY DEPT PERMIT REQUIRED, FOR WORK IN THE RIGHT -OF -WAY PATCH STREET AFTER INSTALLATION, SEE DETAIL STR EX.# 4 ST ST SAN - 000 000 000 STR 104 TC= 822.45' INV.= 818.20' (36" E) INV.= 816.40'(12" SW) 20 CnI M1Cn rn C�p � o \ �o N 1 GENERAL SITE NOTES Lot 30 1. CONTRACTOR SHALL RECOGNIZE RESPECTIVE WORK AND RESPONSIBILITY 1829.25 FL Z TO VERIFY LOCATION, SIZE, AND ELEVATION OF EXISTING UTILITIES, MATCH EXISTING FLOW I N E !1 < STRUCTURES, PIPES, PAVEMENTS, ETC. AS RELATED TO THEIR WORK. t NOTIFY ARCHITECT OF ANY CONFLICT AND /OR DISCREPANCIES 830.85 IMP FL 8, .7 FL IN THE CONSTRUCTION DOCUMENTS, PRIOR TO THE START OF CONSTRUCTION. r `y I 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACQUAINT HIMSELF WITH ` 0 jr f SUBSOIL CONDITIONS. 15 000 O OCe° 3. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED N M ! r 20' BUFFERYARD TY�� 'C' X WITHIN THE LIMITS OF THE CONTRACT ACCORDING TO INFORMATION J i \ � 20 RSB `�O i ! PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS -o f Cil CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF ABOVE -< 9.4 25 2 fl)\ GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS \° SL PE *NOTE: INFORMATION IS NOT GUARANTEED. ` SLOPE FROM 4. CONTRACTORS SHALL CONSULT ARCHITECTURAL, PLUMBING AND %-Pj N - PAVEMENT EDGE ELECTRICAL PLANS FOR: INVERT ELEVATIONS AND EXACT LOCATION OF ACROSS SIDEWALK c I DOWN SPOUTS, WATER LINES, GAS LINES, TRANSFORMER'S PAD OR POLE, ` °- AT 2.0% THEN ETC. U) START SWALE. ( 5. ALL PAVEMENT PATCHING DUE TO UTILITIES INSTALLATION; w I I CONSTRUCTION OF CURBS, ETC., OR DAMAGE TO EXISTING PAVEMENT I -qb EC ON STR 107 DURING CONSTRUCTION SHALL BE PATCHED WITH A PAVEMENT SECTION Z # WHICH MEETS OR EXCEEDS THE EXISTING SEC11ON BY THE CONTRACTOR 25' FYSB `� I� U),- HAMILTON CO. HIGHWAY DEPT DOING THE WORK. 12 3 4 15 PERMIT REQUIRED, FOR WORK IN I THE RIGHT -OF -WAY 6. ALL GRASS AND /OR SHRUBBERY DISTURBED BY NEW CONSTRUCTION SHALL PATCH STREET AFTER INSTALLATION, SEE DETAIL BE RESTORED TO ORIGINAL OR BETTER CONDITION. N 15' D U &SE �`� $28.36 k V ;� ! X. M H 7• ALL EXISTING MANHOLE AND CATCH BASIN GRATES, WATER OR GAS $28.08 f CM 9 VALVES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION. SAN SIAN TC= 829.12 8. ALL PIPE LENGTHS SHOWN ON DRAWINGS ARE FOR HYDRAULIC INV = 821.33 280' of C @ 0.45% '; tip CALCULATION PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE Ex I s t I n g M H# CM 9 CONTRACTOR TO DETERMINE EXACT LENGTHS REQUIRED FOR ACTUAL b� I ( ; needs to be core INSTALLATION. r\� d ri I I e d and have a 9. CONSTRUCTION OF ALL SEWER LINES AND STRUCTURES SHALL BE IN urne r., . t o rubber boot installed ACCORDANCE WITH LOCAL AND STATE CODE, RULES AND REGULATIONS. o O ©1�-I' cur 1 EXIST. PAVEMENT 10. SITUATION AND TOPOGRAPHIC SURVEY PROVIDED BY: =S- U N DER 829.05 29.90 1 „ I ! 8 9' 1 HAMILTON CO. HIGHWAY DEPT Polaris Land Surveying, LLC / t, Ln ; I PERMIT REQUIRED, FOR WORK IN 11. REPAIR REPLACE OR gMAINTAIN ANY XI CURB TYP. -- L v I THE RIGHT -OF -WAY /ALL E STING UTILITIES ` I PATCH STREET AFTER WITHIN LIMITS OF CONSTRUCTION. b! SIDE#ALK i i INSTALLATION, SEE DETAIL W W 828.08 j 12. FOR ALL WORK WITHIN LIMITS OF RIGHT -OF -WAY •••••••.•.���•.•��• �.•.•••• � SEE D.O.T. STANDARD DETAILS. l ' SSD under Curb Line 13. ALL DIMENSIONS SHALL BE TO THE FACE OF CURB OR and Swales must be double EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 15' DU &SE ;' wall smooth bore perforated 14. ALL RADII SHALL BE 5 UNLESS OTHERWISE NOTED. HDP 15. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 1233 , __ $2$:18 INV E Pipe. 16. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO 25 FYSB �- - -- -- -� �' to All SSDs on the end of BASE LINES PROPERTY LINES OR BUILDING LINE N O I the lines need to be OTHERWISE NOTED. S UNLESS (n o capped. 17. ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS M OTHERWISE NOTED. ND SECTION STR # 108 01 I 18. HANDICAPPED RAMPS AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL STATE COUNTY CITY AND 10 ; %`_ LOCAL CODES WHICHEVER HAS JURISDICTION. SEE SITE o ` �' ' ( • \ PLAN FOR LOCATION AND SITE DETAILS FOR SPECIFICATIONS. 19. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE 7.5' \ �? I I \ AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC 2 ' RSB CD I CONTROL DEVICES REQUIRED BY FEDERAL, STATE, CITY OR \ LOCAL AGENCIES. THE AMOUNT, LOCATION AND SIZE SHALL BE PER THE DIRECTION OF THE GOVERNING AGENCY. °- ` w 20. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE Li \\ 1 a_ I ALL MUD, DIRT, GRAVEL AND OTHER MATERIALS TRACKED j ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE 82�j \78 ,r' �J `�� j w 3 F CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE �. e' J o CONTRACTOR MUST USE WATER OR OTHER EXPECTABLE METHODS o °- o TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. 1 ,.= ` N (n .I t 21. ALL PAVEMENT MUST MAINTAIN 2' FROM THE SANITARY MANHOLE CASTING. 20 �SB f, � m , 7.5' I �- ' I ; I 22. THIS SITE IS CURRENTLY UNDER CONSTRUCTION. EXISTING ELEVATIONS -r� AND UTILITY LINES MAY OR MAY NOT BE IN THERE PROPER LOCATION. F -< NOTE: * VERIFY ALL ELEVATIONS & COORDINATE WITH THE ENGINEER FOR ANY O E ; DISCREPANCIES. SLOPE FROM 25 0 / \ 23. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, PAVEMENT EDGE FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED I !r ACROSS SIDEWALK IN THE RIGHT OF WAY. 1`:: .. SSD it AT 2.0% THEN 24. COORDINATE ALL WORK WITH COUNTY CITY OR GOVERNING UTILITY START gWAI P AT LEAST 48 HOURS PRIOR TO THE START OF WORK. ' / O tl--2-,3 2 ° •B ` 18 B �,l .. U�BLE ME ER PIT TYP. '; 20' ROTA N � � RCPT .10�` L 1 1 � 19 8 OF �36 i - �` t S 3E[� 000 0 i 0 ' 0:)o O 0 0 A so 00 e a la 04 U) 0 VV i i t ' L4th r e�e �' 8z .76 FL ' ' FIL �- i SA SAN SAN SAN, 4h - ._.."'._. .•-- ._...._...`....,�� � �` �. \'i - 000 -- -'_ 000 °.. Ono j -000 - •�- •�" 000• Sanitary Sewer With ]Manhole and 6" lateral -� ST Storm Sewer with Inlet *NOTE: *NOTE: _ D U & _ S _E TR MFPG Uinimum Flood Protection Grade SLOPE FROM PAVEMENT LATERALS ARE HAMILTON CO. HIGHWAY DEPT TC= 8 2 233.. 70' (ADA Standards Apply) EDGE ACROSS SIDEWALK STATIONED WITH PERMIT REQUIRED, FOR WORK IN THE RIGHT -OF -WAY INV. = 818.6 5 (36" N) AT 2.0% THEN START RESPECT TO UPSTREAM PATCH STREET AFTER , INV.= 818.45 (36 11 E) SWALE. MANHOLE. INSTALLATION, SEE DETAIL INV. = 818.45' (36" W) GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. •�G..ST•. •.'HOC N0. 910326 STATE OF ' 0'�` � •.!N� � ANA'•• ' �`�� ,,' ........... '� •' N D t R .46W INV. =8 /i8.65' ( 6" ) N D Z SEW MH# CM -8 STA 4 +48.83 RIM 831.30 3 INVERT IN 815.56 PVC INVERT OUT 815.80 PVC DNA` U. a e evasion 80 ��''' �„`��� 1 10/01 /04 CTE REVISIONS 13 A 113 � E R 2 08/28/05 GEOBLOCK ON FIRE LANE ENGINEERING- LITTLE 3 09/29/05 HCSWC DISTRICT REVISIONS 4 09/30/05 HAM.CO. SURVEYOR'S OFF. REVISIONS 1 1 7 W. Elm Street Citv of Home 1 5 10/04/05 CTRW DISTRICT REVISIONS Lebanon, IN 46052 Design By 6 11/16/05 HAM. RFVisRVE ORS OFF. REVISIONS (7 6 5) 485-0000 CCB BENCHMARK USGS 1929 Benchmark T.B.M. A magnail was set in North side of powerpole located approximately 241' East of intersection of 104th Street and Ethel Street on the south side of the 104th Street ELEV. = 824.38' Legend _® sM Sanitary Sewer With ]Manhole and 6" lateral -� ST Storm Sewer with Inlet _ B.S.L. _ Building Setback Line _ D U & _ S _E Drainage, Utility and Sanitary Sewer Easement MFPG Uinimum Flood Protection Grade MEG Hatch Existing Grade * Handicap Curb Ramp Location (ADA Standards Apply) _ 4" Concrete Sidewalk 000 ems. Swales and Elevations W ]Eater Line Development Plan vate 7/26/05 FARMS addition to Horneplace Job No. 05 -022 " - Clay Township, Hamilton Count , Indiana Scale 1 20' Drawn By Checked By Approved By Sheet No. MEH CCB CCB 2 GENERAL NOTES 1. FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED FOR ALL SANITARY SEWER LATERALS. r y J W W PLAN OF S T I]Q_16 6 & E SAN TAIJQ_�,Y 840 ------>------------------------------------------ - - - - -- ..... ..........._..----------- - - - - -- ----....------------------------••----............._._....---------•-----................--------------.....------.._.._..----------------------....--------------.....-.....----------------------------------------------- a_ I I f LO Q �"O I --------•--------------------------------_..- .......... :...------------...---............._....--------------------•--------------•.......,__.....------•----..... ..........----- ... -------------- N i .-- MNN �� 0 00 00 j i L) -q- :2N I I I I I i ' r7 U ao a 835s E -------------------------••------------------------------ ..- ........------- - - - - -. ..... ` ' II ----------------------------------------------------------•-------...-- '-00 �ry I I EXISTING GRADE I PROPOSED RADE ! . - -- -G -------------------- a f O -------------------------------------------•--....-------------- ________________ ___.____ ____._...................._.... ...._...............830 --.--- ._____----------- ..----- - -__ -- ----- __----- - - - - -. .. .. ...... ......................... ... ... -------------------------- ............................................................ IX 82 ------ --- --- --- - -- --------------------------------------........ ...............---------- - - - - -- -------------•-------- ......................._. 283' 0.45% 8in. SDR 35 FVC PIPE Concrete Cradle 820 ----------- ------------------------- - - - --- -------- ............... Concrete Cradle -"-------------------------------------------------------------------------"----....------------........------------------------------------------------------ •• - - -- ----------------------------------------------.... .---- •------- ••- •--- •---- - - - - -- ------------••-•--•-•-•-•---.....---------------------------- •-------------- - - -••. -•---------------------•--•---------------..._..... ..----------------------- • -• - -- ...................................................... DATUM ELEV 815.00 O re) r` O Cd N 1V) N 00 00 00 00 00 00 DO 0 +00 1+00 2 +00 a_ 00 N M N 00 II c NORTH P OF ST-ILPI. & E SANITAn'Y \ \ H# CM-18A--/ +_00 :5.00 IN 818.04 PVC OUT 817.82 RCP 817.31 i 1 DATUM ELEV 810.00 ,,11111111110// .%% .� p,N C. 910326 TT ' STATE OF DI N0 Off''• � a : ��tci • / �, �•,,,, ONAL X 11 %%% ID 8c ]E SANITARY I 1� SEW MH# CM -8 STA 4 +48.83 RIM 831.30 3 INVERT IN 815.5 INVERT OUT 815 PLAN OF STn-'O# P-po- I -rvU Z +UU 3 +00 4 +00 no FUWLTON CO. WHWAY DEPT �t PERMIT REQUIRED, FOR WORK IN /04 THE RIGHT -OF -WAY addition to Homeplace PATCH STREET AFTER i INSTALLATION. SEE DETAIL ii EX. MH CM9 ' TC= 829.12' CTRW DISTRICT REVISIONS INV= 821.33' Existing MH# CIS needs to be co 06' , drilled and have l rubber boot ins' SAW cur 1' EXIST. PAVEmw 9.1 HAMILTDN CO. HIGMMAY DEPT PERMIT REQUIRED, FOR WORK N THE RIGHT -OF -WAY PATCH STREET AFTER NSTALLATION, SEE DEWL All SSD under Cul and Swales must wall smooth bore HDPE Pipe. All SSDs on the e the lines need to rn capped. NORTH P OF ST-ILPI. & E SANITAn'Y \ \ H# CM-18A--/ +_00 :5.00 IN 818.04 PVC OUT 817.82 RCP 817.31 i 1 DATUM ELEV 810.00 ,,11111111110// .%% .� p,N C. 910326 TT ' STATE OF DI N0 Off''• � a : ��tci • / �, �•,,,, ONAL X 11 %%% ID 8c ]E SANITARY I 1� SEW MH# CM -8 STA 4 +48.83 RIM 831.30 3 INVERT IN 815.5 INVERT OUT 815 PLAN OF STn-'O# P-po- I -rvU Z +UU 3 +00 4 +00 no ST -ELL' 00' I• BADGER ENGINEERING 117 W. Elm Street Lebanon, IN 46052 (765) 485 -0000 _E�'A_,�� O SANITAIN, > U a- a- O (D 'q LO N O ~ ? O of it Z Z te Revision "aLe 07/26/05 /04 CTE REVISIONS addition to Homeplace /05 HCSWC DISTRICT REVISIONS Fo.D /05 HAM.CO. SURVEYOR'S OFF. REVISIONS Checked By CCB /05 CTRW DISTRICT REVISIONS ST -ELL' 00' I• BADGER ENGINEERING 117 W. Elm Street Lebanon, IN 46052 (765) 485 -0000 _E�'A_,�� O SANITAIN, > U a- a- O (D 'q LO N O ~ ? O of it Z Z Sanitary Sewer Plan & Profile "aLe 07/26/05 LITTLE FARMS addition to Homeplace Job No. 05 -022 .ty of Home lace, Clay Township, Hamilton Count Indiana Scale 1 " = 30' 1" — 5' Design By CCB Drawn By MEH Checked By CCB Approved By CCB Sheet No. 5 STORM WATER POLLUTION PREVENTION NOTES 1. CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES SILT TRAPS AND INLET PROTECTION FOR EXISTING INLETS PRIOR TO THE START OF ANY EARTH MOVING OR STRIPPING. 2. CONTRACTOR SHALL INSTALL A CONSTRUCTION ENTRANCE OR SOME OTHER APPROVED EROSION CONTROL PRIOR TO THE START OF EARTHWORK AS NECESSARY TO PREVENT SOIL FROM BEING TRACKED OR WASHED ONTO EXISTING ROADWAYS OR PAVEMENTS. 3. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON THE WEATHER. IF CONSTRUCTION ACTIVITY IS TO CEASE FOR MORE THAN TWO WEEKS, THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED. 4. CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES AND DEVICES DURING CONSTRUCTION AND UNTIL SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR. 5. ONCE ONSITE EROSION AND SILTATION OF THE SITE WILL NO LONGER OCCURS. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE TEMPORARY EROSION CONTROL DEVICES. 6. THESE GENERAL PROCEDURES MAY NOT COVER ALL SITUATIONS. REFER TO EROSION CONTROL PLANS FOR SPECIFIC NOTES AND ADDITIONAL DETAILS. 7. EROSION CONTROL IS TO COMPLY WITH INDIANA 327 IAC AND RULE 5, AND INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS. 8. HAMILTON COUNTY SWCD AND /OR COUNTY SURVEYOR HAVE THE AUTHORITY TO REQUEST ADDITIONAL EROSION CONTROL MEASURES OR AMEND EROSION CONTROL PLANS SUBJECT TO ACTUAL SITE CONDITIONS. 9. DRAINAGE SWALES SHOULD BE INSTALLED PRIOR TO ALL OTHER GRADING ACTIVITIES. STORMWATER POLLUTION PREVENTION SCHEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE SILT FENCE AS NEEDED PRIOR TO CLEARING AND GRADING STONE CONSTRUCTION ENTRANCE AS NEEDED PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY, AFTER STORM EVENTS AND 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 AND AS NEEDED TREE REMOVAL COMPLETED (SEE TREE PRESERVATION) TEMPORARY DIVERSIONS 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 EROSION CONTROL BLANKET WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING OR PIPE INSTALLATION INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED SEED, SOD & LANDSCAPE AREA WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED 2 1 Creeping Red Fescue 15 .4 B Steep Banks and Cuts SEASONAL SOIL PROTECTION CHART A = KENTUCKY BLUEGRASS 100 LBS /ACRE; CREEPING RED FESCUE 100 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS /ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400 -600 LBS. /ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER. B = KENTUCKY BLUEGRASS 120 LBS /ACRE; CREEPING RED FESCUE 120 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 LBS /ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400 -600 LBS. /ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER. C = SPRING OATS 3 BUSHELS /ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400 -600 LBS. /ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER. FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400 -600 LBS. /ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER. E = ANNUAL RYEGRASS 40 LBS /ACRE (1 LB /1000 SQ. FT.) FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400 -600 LBS. /ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER. F = SOD G = STRAW MULCH 2 TONS /ACRE STABILIZATION PRACTICE 75% (MIN) TENSILE STRENGTH AT EXTRA STRENGTH - APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PERMANENT SEEDING Areas FIGURE 5-3 Temporary Seedings Kind of Seed 1. Tall Fescue 35 .8 5.5 -8.3 2 2. Tali Fescue 25 .6 5.5 -8.3 1 Red Clover ** 5 .12 _ _ _ DORMANT SEEDING B _ 15 .4 5.5 -7.5 2 1 Creeping Red Fescue 15 .4 B Steep Banks and Cuts C 4. Tall Fescue 15 .4 5.8 -7.5 2 1 2 Kentucky Bluegrass 25 .6 TEMPORARY SEEDING 5. Tall Fescue 35 .8 5.5 -8.3 2 1 Emerald Crownvetch ** 10 .25 Lawns and High Maintenance Areas 6. Kentucky Bluegrass 40 .9 SODDING 2 1 *t 40 .9 7. Perennial Ryegrass 170 4.0 5.0 -7.5 1 MULCHING G 8. Tall Fescue 170 4.0 5.5 --8.3 2 1 2 * 1 - Preferred 2 -- gill Tolerate ** Inoculate with specific Inoculant. - - IRRIGATION NEEDED DURING JUNE, JULY, AUGUST AND /OR SEPTEMBER •* = IRRIGATION NEEDED FOR 2 WEEKS AFTER SUPPLYING SOD 000 000 000 000 000 000 000 000 000 000 000 000 000 IAII r-"T C`r- n11Ar -KfT f7n/1Tr�Tt/lAi 37. 66 SAN - . - I'- - - LQ4th - - - � SAN SAN SAN SAN - .... CAN -- -� SAN 3UALL I = 'tU % S�aNC. :G,ST....go�, ST ST _...� N0. 910326 STATE OF 4, PROJECT LOCATION - LATITUDE & LONGITUDE ONAL LAT -39' 56' 18 "N, LON -86' 08' 17 "W (WGS84 /NAD83) a I' �I yI IDUE DIVERSIO GRAPHIC SCALE 80 0 40 80 160 ( IN FEET) 1 inch = 80 ft. EROSION CONTROL - RIGHT -OF -WAY 1 THE AREA BEHIND THE CURB WILL BE SEEDED FOR A DISTANCE OF 25 FEET ONCE THE CURB HAS BEEN BACKFILLED. MATERIALS 1. SYNTHETIC FILTER FABRIC SHOULD BE A PERIVOUS SHEET OF PROPYLENE, NYLON, POLYESTER OR ETHYLENE YARN AND SHOULD BE CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE FOLLOWING REQUIREMENTS: SYNTHETIC FILTER FABRIC REQUIREMENTS PHYSICAL PROPERTY REQUIREMENTS FILTER EFFICIENCY 75% (MIN) TENSILE STRENGTH AT EXTRA STRENGTH - 20% (MAX) ELONGATION 50 lbs. /lin. in. (MIN) STANDARD STRENGTH - •`• 30 ibs. /lin. in. FLOW RATE 0.3 gal. /sq. ft. /min. (min) 2. BURLAP SHOULD BE 10 OUNCE PER SQUARE YARD FABRIC. 3. POSTS FOR FILTER FENCES SHOULD BE EITHER 4" DIAMETER WOOD OR 1.33 POUNDS PER LINEAR FOOT STEEL WITH A MINIMUM LENGTH OF 5'. STEEL POSTS SHOULD HAVE PROJECTIONS FOR FASTENING WIRE TO THEM. 4. STAKES FOR FILTER FENCES SHOULD BE 1 "X2" WOOD (PREFERRED) OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF 3'. 5. WIRE FENCES REINFORCEMENT FOR SILT FENCES USING STANDARD STRENGTH FILTER CLOTH SHOULD BE A MINIMUM OF 42" IN HEIGHT, A MINIMUM OF 14 GAUGE AND SHOULD HAVE A MAXIMUM MESH SPACING OF 6 ". WATER QUALITY MEASURES 1. ALL THE BACKYARDS STRUCTURES RECEIVING THE BACKYARD SWALES RUNOFF ARE CATCH BASINS. THOSE CATCH BASINS INCLUDE A GRATE WHERE STORMWATER ENTERS, AND A SUMP TO CAPTURE SEDIMENTS, DEBRIS, AND ASSOCIATED POLLUTANTS. CATCH BASINS ARE DESIGNED TO HOLD WATER BELOW THE 1/4 BEND OUTLET PIPE, OR "ELBOW PIPE ". THE PIPES ARE ALSO REFERRED TO AS A 90 DEGREE INVERT. THE STANDING WATER ALLOWS SOME LARGER SEDIMENTS TO SETTLE OUT. ANY OIL OR GREASE WASHED INTO THE BASIN WILL FLOAT TO THE TOP OF THE WATER LEVEL, ABOVE THE ELBOW PIPE. SEDIMENTS WILL SETTLE TO THE SUMP OF THE STRUCTURE. CATCH BASINS ARE TYPICALLY BEST AT REMOVING PARTICLES GREATER THAN 0.04 INCHES. 2. THE TWO CURB INLETS ARE ALSO CATCH BASINS STRUCTURES WITH SUMPS AND HOODS. HOODED INLETS CAN DRASTICALLY REDUCE THE DISCHARGE OF FLOATABLE DEBRIS AND TRASH FROM THE PAVED AREA, AND AID IN THE REMOVAL OF FREE OIL AND GREASE. 3. DRY ARE USED TO TREAT AND ATTENUATE THE WATER QUALIT VOLUME OF STORMAWATER RUNOFF AS WELL AS CONVEY EXCESS STORMWATER DOWNSTREAM. IN DRY SWALES, THE ENTIRE WATER QUALITY VOLUME OF A GIVEN STORM IS TEMPORARILY HELD IN A POOL, AND THIS HOLDING TIME SERVES TO SETTLE POLLUTANTS, ESPECIALLY SEDIMENT. DRY SWALES ARE TREATED AS AN EXTENTION TO A MOWN LA'NN OR CAN BE PLANTED IN NATIVE GRASSES, POTENTIALLY INCREASING FILTRATION /INFILTRATION AS WELL AS HABITAT VALUE. AN UNDERDRAIN SYSTEM IS INSTALLED UNDER THE SOIL BED. THIS UNDERDRAIN IS CREATED BY A GRAVEL LAYER WHICH ENCASES A PERFORATED PIPE. STORMWATER TREATED BY THE SOIL BED FLOWS INTO THE UNDERDRAIN, WHICH CONVEYS TREATED STORMWATER BACK TO THE STORM DRAIN SYSTEM. DRY SWALES HAVE SEVERAL ADVANTAGES: - TRAP SEDIMENT AND OTHER POLLUTANTS - CONTROLS PEAK DISCHARGES BY REDUCING RUNOFF VELOCITY AND PROMOTING INFILTRATION. - PROVIDE SOME GROUNDWATER RECHARGE IF DESIGN AND LOCATION ALLOW ADEQUATE INFILTRATION. - GOOD OPTION FOR RESIDENTIAL AREAS OF LOW TO MODERATE DENSITY, AND MAY BE USED IN PARKING LOTS TO BREAK UP IMPERVIOUS AREAS. - LINEAR NATURE MAKES THEM WORK WELL FOR TREATING RESIDENTIAL ROAD RUNOFF 2" TO 3" AGGREGAT 6" Mlr GLV 1 L_^ I ILL I /1LJ I.IV I V STABILIZE FOUNDATION TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PlgoG NTS 240 NOTE: DRAWING IS FOR EROSION CONTROL ONLY CONSTRUCTION 1. THE HEIGHT OF THE BARRIER SHOULD NOT EXCEED 36" (HIGHER BARRIERS MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE). 2. THE FABRIC SHOULD BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHOULD BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6" OVERLAP, AND SECURELY SEALED. 3. POSTS SHOULD BE SPACED A MAXIMUM OF 10' APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12 "). WHEN EXTRA STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE, POST SPACING SHALL NOT EXCEED 6'. 4. A TRENCH SHOULD BE EXCAVATED APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 5. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHOULD BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY 1" WIRE STAPLES, TIE WIRES OR HOG RINGS. THE WIRE SHOULD EXTEND INTO THE TRENCH A MINIMUM OF 2" AND SHOULD NOT EXTEND MORE THEN 36" ABOVE THE ORIGINAL GROUND SURFACE. 6. THE STANDARD STRENGTH FILTER FABRIC SHOULD BE STAPLED OR WIRED TO THE FENCE, AND 8" OF THE FABRIC SHOULD BE EXTENDED INTO THE TRENCH. THE FABRIC SHOULD NOT EXTEND MORE THAN 36" ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHOULD NOT BE STAPLED TO EXISTING TREES. 7. WHEN EXTRA STRENGTH FILTER FABRIC OR BURLAP AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ITEM NO. 6 APPLYING. 8. THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER FABRIC. 9. FILTER BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 1 SET POSTS AND POS EXCAVATE A 4 "X4" TRENCH UPSLOPE ALONG THE LINE OF THE POSTS. TRENCH 4 "X4" FILTER FABRIC 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 equivalent) per 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to test. Application of 150 Ibs, of ammonium nitrate on areas low in organic matter and fertility will greatly enhance vegetative growth. Wheat or Rye Work the fertilizer and lime into the soil to a depth of 2 -3 inches Oats with a barrow, disk or rake operated across the slope as much as possible. Seeding Annual Ryegrass Select a seed mixture based on projected use of the area (Figure 5 -2), while considering best seeding dotes. See Figure 5 -3 this sheet. If toler- ances are a problem, such as salt tolerance of seedlings adjacent to streets and highways, see Figure 5 -4 this sheet before final selection. Figure 5 -2: Permanent Seed Mixtures Species Seeding Rate Suitable pH Site Suitability* Ibs /acre Ibs /1000 well •`• Increase seeding application by 504. sq. ft. Droughty Drained Wet Level and Sloping, Open Areas FIGURE 5-3 Temporary Seedings Kind of Seed 1. Tall Fescue 35 .8 5.5 -8.3 2 1 2 2. Tali Fescue 25 .6 5.5 -8.3 1 Red Clover ** 5 .12 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 Creeping Red Fescue 15 .4 Steep Banks and Cuts 4. Tall Fescue 15 .4 5.8 -7.5 2 1 2 Kentucky Bluegrass 25 .6 5. Tall Fescue 35 .8 5.5 -8.3 2 1 Emerald Crownvetch ** 10 .25 Lawns and High Maintenance Areas 6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1 Creeping Red Fescue 40 .9 7. Perennial Ryegrass 170 4.0 5.0 -7.5 1 (Turf Type) 8. Tall Fescue 170 4.0 5.5 --8.3 2 1 2 * 1 - Preferred 2 -- gill Tolerate ** Inoculate with specific Inoculant. T T71 rinITn AREAS TO BE SEEDED & BLANKETED OR HYDRO SEEDED AREAS TO BE SODDED OR .` SEEDED W/ PERMANENT SEED �- GRAVEL ENTRANCE n ` . . . . . ` ` ` ` ' ` ` PERMANENT SEEDING . . y � %k TEMPORARY SEEDING EROSION CONTROL BLANKET SF SILT FENCE DITCH (CL) INLET SEDIMENT PROTECTION (SEE DETAIL) q� END SECTION SEDIMENT PROTECTION � (SEE DETAIL) Non -- Irrigated* Irrigated Dormant Seeding ** 3 ATTACH THE FILTER FABRIC TO THE WIRE FENCING AND EXTEND IT INTO THE TRENCH 2 STAPLE THE WIRE WIRE MESH FENCING FENCING TO EACH POST 4 BACKFILL THE FILTER TRENCH AND FABRIC COMPACT THE EXCAVATED SOIL. ROMEELEVATION mrs or, Ar 00 , IffivA IN I 0404 N 110 SILT FEWE Temporary Seeding and Stoblization Dates Jan Feb Mar Apr May Jun Jul ug Sep Oct ky Permanent Seeding I= * Not necessary where mulch is applied. EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS SILT FENCE MAINTENANCE REQUIREMENTS 1. INSPECT SILT FENCE AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS OR BECOMES INEFFECTIVE, REPLACE THE AFFECTED AREA IMMEDIATELY. 3. REMOVE SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL FENCE AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. TEMPORARY SEDIMENT TRAP MAINTENANCE REQUIREMENTS 1. INSPECT TEMPORARY SEDIMENT TRAP AFTER EACH STORM EVENT. 2. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO ONE -HALF THE DESIGN DEPTH. 3. REPLACE SPILLWAY GRAVEL FACING IF CLOGGED. 4. INSPECT VEGETATION, AND RE -SEED IF NECESSARY. 5. PROMPTLY REPLACE ANY DISPLACED RIPRAP. 6. AFTER ALL DISTURBED AREAS HAVE BEEN STABILIZED, REMOVE THE STRUCTURE AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. EROSION CONTROL BLANKET MAINTENANCE REQUIREMENTS 1. INSPECT EROSION CONTROL BLANKET PERIODICALLY AND AFTER EACH STORM EVENT 2. IF ANY AREA SHOWS EROSION, ADD SOIL AND RE -SEED THE AREA, RE -LAY AND STAPLE THE BLANKET. 3. AFTER VEGETATIVE COVER IS ESTABLISHED, CHECK THE AREA PERIODICALLY. TEMPORARY CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS 1. INSPECT ENTRANCE WEEKLY AND AFTER EACH STORM EVENT OR HEAVY USE. 2. RESHAPE ENTRANCE AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. 3. ADD CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. Irrigation needed during this perlod. 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 504. NOTE: MULCHING REQUIRED WHEN ACTUAL CONDTIONS HAMPER THE ESTABLISHMENT OF VEGATA7IVE GROUND COVER. FIGURE 5-3 Temporary Seedings Kind of Seed 1000 Sq. Ft. Acre Remarks Wheat or Rye 3.5 ibs. 2 bu. Cover seed 1" to 1 1/2" deep Spring Oats 23 ibs. 3 bu. Cover seed 1" deep Annual ryegrass 1 Ib. 40 Ibs. Cover seed 1/4 "deep* * Not necessary where mulch is applied. EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS SILT FENCE MAINTENANCE REQUIREMENTS 1. INSPECT SILT FENCE AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS OR BECOMES INEFFECTIVE, REPLACE THE AFFECTED AREA IMMEDIATELY. 3. REMOVE SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL FENCE AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. TEMPORARY SEDIMENT TRAP MAINTENANCE REQUIREMENTS 1. INSPECT TEMPORARY SEDIMENT TRAP AFTER EACH STORM EVENT. 2. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO ONE -HALF THE DESIGN DEPTH. 3. REPLACE SPILLWAY GRAVEL FACING IF CLOGGED. 4. INSPECT VEGETATION, AND RE -SEED IF NECESSARY. 5. PROMPTLY REPLACE ANY DISPLACED RIPRAP. 6. AFTER ALL DISTURBED AREAS HAVE BEEN STABILIZED, REMOVE THE STRUCTURE AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. EROSION CONTROL BLANKET MAINTENANCE REQUIREMENTS 1. INSPECT EROSION CONTROL BLANKET PERIODICALLY AND AFTER EACH STORM EVENT 2. IF ANY AREA SHOWS EROSION, ADD SOIL AND RE -SEED THE AREA, RE -LAY AND STAPLE THE BLANKET. 3. AFTER VEGETATIVE COVER IS ESTABLISHED, CHECK THE AREA PERIODICALLY. TEMPORARY CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS 1. INSPECT ENTRANCE WEEKLY AND AFTER EACH STORM EVENT OR HEAVY USE. 2. RESHAPE ENTRANCE AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. 3. ADD CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. 2 -3 INCH COARSE AGGREGATE 20 FOOT IN PUBLIC ROAD W U_ 0 u7 GR,gDE 29' DNERSION RIDGE GEOTEXTILE FABRIC TO STABLILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) REQUIREMENTS MATERIAL: 2 -3 IN. WASHED STONE (INDOT CA NO.2) OVER A STABLE FOUNDATION. THICKNESS: 6 IN. MINIMUM WIDTH: 12 FT. MINIMUM OR FULL WIDTH OF ENTRANCE /EXIT ROADWAY, WHICHEVER IS GREATER. LENGTH: 50 FT. MINIMUM. THE LENGTH CAN BE SHORTER FOR SMALL SITES SUCH AS FOR AN INDIVIDUAL HOME. WASHING FACILITY (OPTIONAL): LEVEL AREA WITH 3 IN WASHED STONE MINIMUM OR A COMMERCIAL RACK, AND WASTE WATER DIVERTED TO A SEDIMENT TRAP OR BASIN. GEOTEXTILE FABRIC UNDERLINER: MAY BE USED UNDER WET CONDITIONS OR FOR SOILS WITHIN A HIGH SEASONAL WATER TABLE TO PROVIDE GREATER BEARING STRENGTH. INSTALLATION 1. AVOID LOCATING ON STEEP SLOPES OR AT CURVES IN PUBLIC ROADS. 2. REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA, AND GRADE AND CROWN FOR POSITIVE DRAINAGE. 3. IF SLOPE TOWARDS THE ROAD EXCEEDS 2 %, CONSTRUCT A 6 -8 IN. —HIGH WATER BAR (RIDGE) WITH 3:1 SIDE SLOPES ACROSS THE FOUNDATION AREA ABOUT 15 FT. FROM THE ENTRANCE TO DIVERT RUNOFF AWAY FROM THE ROAD. 4. INSTALL PIPE UNDER THE PAD IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE. 5. IF WET CONDITIONS ARE ANTICIPATED, PLACE GEOTEXTILE FABRIC ON THE GRADED FOUNDATION TO IMPROVE STABILITY. 6. PLACE STONE TO DIMENSIONS AND GRADE SHOWN IN THE EROSION CONTROL PLAN, LEAVING THE SURFACE SMOOTH AND SLOPED FOR DRAINAGE. 7. DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE STONE PAD TO A SEDIMENT TRAP OR BASIN. MAINTENANCE * INSPECT ENTRANCE DRIVE AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. * RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. * TOPDRESS WITH CLEAN STONE AS NEEDED. * IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. * REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. COMMON CONCERNS INADEQUATE RUNOFF CONTROL -- RESULTS IN SEDIMENT WASHING ONTO ROAD. STONE TOO SMALL, PAD TOO THIN, OR GEOTEXTILE FABRIC ABSENT -- RESULTS IN RUTS AND A MUDDY CONDITION AS STONE IS PRESSED INTO THE SOIL: ADD MORE STONE. PAD TOO SHORT FOR HEAVY CONSTRUCTION TRAFFIC -- EXTEND THE PAD BEYOND THE 50 —FT. LENGTH AS NEEDED. PAD NOT FLARED SUFFICIENTLY AT ROAD ENTRANCE -- RESULTS IN MUD BEING TRACKED ONTO THE ROAD AND POSSIBLE DAMAGE TO THE ROAD EDGE: WIDEN STONE ENTRANCE AND REPAIR ROAD DAMAGE. UNSTABLE FOUNDATION - -USE GEOTEXTILE FABRIC UNDER TH PAD AND /OR IMPROVE FOUNDATION DRAINAGE. TEMPORARY CONSTRUCTION ENTRANCE NOT TO scuE CHINK GAPS WITH STRAW END SECTION AS REQUIRED nrn M A nicer =_I _ -:I =�. SECTION PLAN �� i 15"-20" IN GROUND END SECTION STRAW BALE TRAP WOOD OR STEEL STAKE PUBLIC ROAD 2 stakes (typ) per bale .. flow straw bale Plan • r J START SLAWET AT TOP CF THE SWALE WM AROUND i CTER AM ROLL IN 71-E DRECUM OF IRE PERFORATED RISER WATER FLOW M THE SWAM R£FER TO 1.G' TEMPORARY f+IANVFAMRER'S RECOMI,MAMMS FOR 5£DWENT $ASIN r (25 000 CUFT) CHANNEL PLACEMENT AND STAPLE Zoo PATTERNS. GROUND SURFACE YARDS .,...,��✓r 6...J.. C( ALTO MMONT 125 WAUJAL rrP. /'IKw off t 44 � 50 1 sU SLM S- 75 E3km4m COMM SEED AND RAMAU AS MAft SY OR. APM%Z* a FQUM. EROSION CONTROL MATTING DETAIL FOR REAR YARD SWALE SOILS MAP FOR PROJECT LOCATION SILT FENCE SIt fence shall be a machine produced, non - woven geotextile of 100X polyprop)4erie meeting the physical properties below. All stakes shall be 2' X 2" hardwood 36" tall with 24" tall lath stapled to stakes error faMric as reinforcement. All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. Fabevc Weight ............................ ............................... 4 oz /syd Grab Strength__ ............................................... . ..... Warp 125 lbs. Elongation................................ ............................... Warp 50 X Trapezoidal Taar Stre ngth ........ ............................... 50 €bs. Surat Strength.............. ............ ............................... 200 psi UVResastance ........................... ............................... > 70 X A.O. S ............................. I ....... I ................................... 50-80 Slurrynow R ate.... ... » ..... .. ..................... ................. 225 gm/sq. ft Sed:*ment Retention .................. ............................... 75 X C.C. Sit Pence Materiel I� Stakes 0 5' Fence post -ti Fence Post Should be Buried V Below Ground Surface Ground Surface ce Material Should be Burled 6" Below Ground Surface. SILT FENCE DETAIL NTS SILT FENCE X x tt� " IOpS JVL 5 4C p x X x 10' t It I TYPICAL TYPICAL TOPSOIL STOCKPILE r Hg8 12' Tr MOMU PAM MD wM NO =W- (FAMC- M "SLT FOM FMK OR APPMW tx OE FWT uvaM DNW M an fit. Soils Legend & Descriptions: Br — Brookston Silty Clay Loom, Soil Description and Characteristics: The main soil features that adversely affect engineering uses of this soil are a seasonal high water table, high potential frost action, moderate shrink - -swell potential and moderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained and protected from flooding. Dwellings with. basements should not be constructed on this soil. This soil has severe_ limitations for local roads and streets because of seasonal high water table and high potential frost action. The base material far roads and streets should be replaced or strengthened with suitable material. CrA -- Crosby Silt Loom, Soil Description and + Characteristios: The main soil features that adversely affect engineering uses of this sail are a seasonal high water table, high potential frost action, moderate shrink swell potential and moderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained to prevent wetness from becoming a problem. Dwellings with basements should not be constructed on this soil. This soil has severe 11mitations for local roads and streets because of seasonal high water table and high potentiol frost action. The base material for roads and streets should be replaced or strengthened with suitable material. 002 -- Crosby— Midrni Silt Looms, Soil Description and Characteristics: The main sail features that adversely affect engineering uses of this soil are moderate potential frost action, moderate shrink -swell potential, moderate permeability and low strength. In addition, erasion is a hazard during construction. This soil is suitable for building sites, but slope, clayey texture, shrinking and swelling, and low strength are moderate limitations that geed to be overcome. This soil has severe limitations for local roads and streets because of low strength. The base material for roads and streets should be replaced or strengthened with suitable material, MmI32 — Miami Silt Loom, Soil Description and Characteristics: The main sail features that adversely affect engineering uses of this soil are moderate potential frost action, moderate shrink —swell potential, moderate permeability and low strength. In addition, erosion is a hazard during construction. This soil is suitable for building sites, but slope, clayey texture, shrinking and swelling, and low strength ore moderate limitations that need to be overcome. This soil has severe limitations for local roads and streets because of low strength. The base material for roads vnd streets should be replaced or strengthened with suitable material. Note: Soil Descriptions and Charocteristics shown were taken from the Soil Survey of Boone County, Indiana USDA Soil Conservation Service. Recommendations and methods to overcome soil limitations: Limitations for local roads, streets and dwellings because of seasonal high water table and high potential frost action can be overcome by the use of curb underdrains, subbase strengthening or lime: stabilization. Sweles which sever the surface drainage can also help. High grater tables can be overcome with respect to basement construction with the use of perimeter foundation drains and sump pumps. Refer to the site construction drawings and details for specific information related to the proposed infrostructure improvements on this site, BEET V1_ INLET OR DRAINAGE COVER 24' LATHS SILT FENCE MATERIAi SILT FENCE EXTENDS C BELOW FINISHED GRADE MOTE: r r 1. SEE SILT rENCE DETAIL FOR MATERIAL SPECInCAMONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. INLET PROTECTION SILT FENCE Sill TO IN(31CATE W LOCATION OF THE OMCRE1>: WASHOUT AKA NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACiEUENT ON SITE 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. I THE CONCRETE WASHOUT AREA SHALT. BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 4. AT THE END OF CONSTRUCTION, ALL CONME SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE 5. WHEN THE CONCRETE WASHOUT ARE IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCFED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE II.ISPECTOR. CONCRETE WASHOUT DETAIL GRADE WM AROUND i CTER 2" CA 1IN PERFORATED RISER 12' 1.G' TEMPORARY A 5£DWENT $ASIN r (25 000 CUFT) .. .. Zoo LENGTH GROUND SURFACE ����� ice' .. ». ... _-.� -... .,...,��✓r 6...J.. C( ALTO MMONT 125 WAUJAL rrP. 100 3:1 OR RATTER 50 sU SLM 15'x15 WN OR AS REOXED TO CONTAN WASTE MOM NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACiEUENT ON SITE 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. I THE CONCRETE WASHOUT AREA SHALT. BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 4. AT THE END OF CONSTRUCTION, ALL CONME SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE 5. WHEN THE CONCRETE WASHOUT ARE IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCFED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE II.ISPECTOR. CONCRETE WASHOUT DETAIL GRADE 180 INAME ER - G PERFORATED RISER G 1.G' TEMPORARY A 5£DWENT $ASIN r (25 000 CUFT) ' INY.m918.04 21• RCP TEMPORARY SEDIMENT BASIN DETAIL 921.50 TOT' OF BANK 924.00 EMERGENCY SPIL WAY CREST 3' 1 STAPLE PER SQ. YD. 1 112 STAPLE PER SQ. YD. GENERAL 5TAPLE REGONMNOATION5 a a 3' 2 STAPLE PER SQ. YD. 300 G 275 G 250 A 225 SLOPE Zoo LENGTH 175 FEET 150 125 100 75 50 25 1 112 STAPLE PER SQ. YD. GENERAL 5TAPLE REGONMNOATION5 a a 3' 2 STAPLE PER SQ. YD. NOTE. INSTALL NORTH AMERICAN S150 EROSION CONTROL BLANKET OR APPROVED EQUAL. 4:1 3:1 2:1 I:I GHANUJEL LINING NOTES: SLOPE GRADIENT PAVEMENT OR EXISTING GRADE 1. BEGINNING AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH, BACKFILL AND COMPACT TRENCH AFTER STAPLING. 2. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" OF OVERLAP. 3. WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH APPROXIMATELY 6" OF OVERLAP. STAPLE THROUGH OVERLAPPED AREA APPROXIMATELY 12 APART. EROSION CONTROL BLANKET DETAIL DROP INLET PROTECTION REAR YARD DRAINAGE SWALE PERIMETER PROTECBON: SILT FENCE 0 0 0 0 0 0 0 .—.� • e e SUBSOIL TOPSOIL STOCKPILE STOCKPILE e e PS PS AREA TO BE TOPSOU D, SEEDED AND MULCHED BY OWNER AT COMPLETION OF cacmucm (rfP.) INLET PROTECTION SAMPLE EROSION SEDIMENT CONTROL PRACTICE PLAN FOR A TYPICAL ONE— OR TWO— FAMILY NEWNG UNDER CONSTRUCTION SCALE: NONE No.I Date I Revision r4 11/09/29/05 HCSWC DISTRICT REVISIONS 16/05 09/30/05 HAM.CO. SURVEYOR'S OFF. REVISIONS 10/04/05 CTRW DISTRICT REVISIONS SWCD REVISIONS BADGER ENGINEERING 117 W. Elm Street Lebanon, IN 46052 (765) 485 -0000 STAPLE INDIVIDUAL LOT EROSION CONTROL PLAN LEGEND PROPERTY ONE/ DRAINAGE SWALE PROP INLET PROTECTION 0— SILT FENCE FINISHED DRAINAGE ' J SOIL SALVAGE AND / UTIUZATION EXISTING DRAINAGE MIN O PERMANENT SEEDING TREE CONSERVATION CURB INLET PROTECTION GRAVEL ENTRANCE/ • EXIT PAD PROVISIONS FOR EROSION AND SEDIMENT CONTROL ON INDIVIDUAL BUILDING LOTS: 1. The individual lot operator, whether owning the property or acting as the agent of the property owner, shall be responsible for erosion and sediment control requirements associated with activities on individual lots. 2 Temporary seeded areas established by the developer shall be maintained by the homebuilder and his sub — contractors. Silt fences previously installed will be maintained. 3. Installation and maintenance of a stable construction site access drive from the house /site to the street /alley shall be instolled, consisting of Number 2 Stone, 6" thick and a minimum of 12' wide. Top dress as needed. This sho11 be utilized for access to the house and any mud or dirt tracked into the street /alley shall be promptly removed and placed in a stable area Woter shall not be used to flush silt, mud or debris into the storm sewer system. 4. Installation and maintenance of appropriate perimeter erosion and sediment control measures prior to land disturbance. A silt fence is to be installed along the back of curb at the front property line and along the alley or at the edge of the rear drainage easement. The silt fence shall be maintained until permanent vegetation (gross) is estoblished. 5. Sediment discharge and tracking from each lot must be minimized throughout the land disturbing activities on the lot until permanent stobilization has been achieved. 6. Clean —up of sediment that is either tracked or washed onto roads. Bulk dearing of sediment shall not include flushing the area with water. Cleared sediment must be redistributed or disposed of in a manner that is in compliance with all applicable statutes and rules. 7. Adjacent lots disturbed by an individual lot operator must be repaired and stabilized with temporary or permanent surface stobilization. 8. When time is appropriate , and as soon as possible, roof down spout extenders of a non — perforated drain tile should be extended to the street or other solid outlet until a lawn is established. 9. For individual residential lots, final stoblization meeting the criteria of Rule 5 will be achieved when the individual lot operator. a. Completes final stabilization; or b. Has installed appropriate erosion and sediment control measures for an individual lot prior to occupation of the home by the homeowner and has informed the homeowner of the requirement for, and benefits of, final stabilization. Erosion Details LITTLE FARMS addition to Homeplace City of Home lace, Clay Township, Hamilton Count , Indiana G G G G B A A B 8 NOTE. INSTALL NORTH AMERICAN S150 EROSION CONTROL BLANKET OR APPROVED EQUAL. 4:1 3:1 2:1 I:I GHANUJEL LINING NOTES: SLOPE GRADIENT PAVEMENT OR EXISTING GRADE 1. BEGINNING AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH, BACKFILL AND COMPACT TRENCH AFTER STAPLING. 2. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" OF OVERLAP. 3. WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH APPROXIMATELY 6" OF OVERLAP. STAPLE THROUGH OVERLAPPED AREA APPROXIMATELY 12 APART. EROSION CONTROL BLANKET DETAIL DROP INLET PROTECTION REAR YARD DRAINAGE SWALE PERIMETER PROTECBON: SILT FENCE 0 0 0 0 0 0 0 .—.� • e e SUBSOIL TOPSOIL STOCKPILE STOCKPILE e e PS PS AREA TO BE TOPSOU D, SEEDED AND MULCHED BY OWNER AT COMPLETION OF cacmucm (rfP.) INLET PROTECTION SAMPLE EROSION SEDIMENT CONTROL PRACTICE PLAN FOR A TYPICAL ONE— OR TWO— FAMILY NEWNG UNDER CONSTRUCTION SCALE: NONE No.I Date I Revision r4 11/09/29/05 HCSWC DISTRICT REVISIONS 16/05 09/30/05 HAM.CO. SURVEYOR'S OFF. REVISIONS 10/04/05 CTRW DISTRICT REVISIONS SWCD REVISIONS BADGER ENGINEERING 117 W. Elm Street Lebanon, IN 46052 (765) 485 -0000 STAPLE INDIVIDUAL LOT EROSION CONTROL PLAN LEGEND PROPERTY ONE/ DRAINAGE SWALE PROP INLET PROTECTION 0— SILT FENCE FINISHED DRAINAGE ' J SOIL SALVAGE AND / UTIUZATION EXISTING DRAINAGE MIN O PERMANENT SEEDING TREE CONSERVATION CURB INLET PROTECTION GRAVEL ENTRANCE/ • EXIT PAD PROVISIONS FOR EROSION AND SEDIMENT CONTROL ON INDIVIDUAL BUILDING LOTS: 1. The individual lot operator, whether owning the property or acting as the agent of the property owner, shall be responsible for erosion and sediment control requirements associated with activities on individual lots. 2 Temporary seeded areas established by the developer shall be maintained by the homebuilder and his sub — contractors. Silt fences previously installed will be maintained. 3. Installation and maintenance of a stable construction site access drive from the house /site to the street /alley shall be instolled, consisting of Number 2 Stone, 6" thick and a minimum of 12' wide. Top dress as needed. This sho11 be utilized for access to the house and any mud or dirt tracked into the street /alley shall be promptly removed and placed in a stable area Woter shall not be used to flush silt, mud or debris into the storm sewer system. 4. Installation and maintenance of appropriate perimeter erosion and sediment control measures prior to land disturbance. A silt fence is to be installed along the back of curb at the front property line and along the alley or at the edge of the rear drainage easement. The silt fence shall be maintained until permanent vegetation (gross) is estoblished. 5. Sediment discharge and tracking from each lot must be minimized throughout the land disturbing activities on the lot until permanent stobilization has been achieved. 6. Clean —up of sediment that is either tracked or washed onto roads. Bulk dearing of sediment shall not include flushing the area with water. Cleared sediment must be redistributed or disposed of in a manner that is in compliance with all applicable statutes and rules. 7. Adjacent lots disturbed by an individual lot operator must be repaired and stabilized with temporary or permanent surface stobilization. 8. When time is appropriate , and as soon as possible, roof down spout extenders of a non — perforated drain tile should be extended to the street or other solid outlet until a lawn is established. 9. For individual residential lots, final stoblization meeting the criteria of Rule 5 will be achieved when the individual lot operator. a. Completes final stabilization; or b. Has installed appropriate erosion and sediment control measures for an individual lot prior to occupation of the home by the homeowner and has informed the homeowner of the requirement for, and benefits of, final stabilization. Erosion Details LITTLE FARMS addition to Homeplace City of Home lace, Clay Township, Hamilton Count , Indiana !/QI.0 07/26/05 Job No. 05 -022 Scale NTS Design By CCB Drawn By MEH Checked CCB By Approved By CCB Sheet No. 8 Erosion Control Plan Sheets 7 -9 INDEX Al Plan Index provided below A2 11'x17' Plot denoting lot numbers, boundaries and streets is provided separately. A3 Project Type: 9 -Lot Single Family Houses. A4 Vicinity Map: Denoted on Sheet 1 A5 Legal Description of Project Site: See attached Secondary Plat and N01 Letter. The longitude & Latitude of the site is LAT -39' 56' 18 "N, LON -86' 08' 17V (WGS84 /NAD83) A6 Location of all lots and proposed site improvements: See Development Plan Sheet 2. A7 14 Digit Hydrologic Unit Code: 05120201090050 A8 State or Federal water quality permits: None A9 Specific points where Stormwater discharge will leave the site: Stormwater will discharge from the site into existing storm sewer networks within Little Farms II. The storm sewers are routed through detention pipes prior to discharging into the existing storm sewer network; see Sheet 4 for more detail. A10 Location of all wetlands, lakes & water courses on and adjacent to site: None All Receiving Waters: HomePlace No. 158 Legal Drain Al2 Identification of potential discharges to groundwater. None A13 100 Year Floodplains, Floodways and Flood Fringes: None A14 Pre - Construction and Post Construction Peak Discharge: 10year Pre - Construction Peek Discharge (Total) = .86 CFS 10year Post Construction Peak Discharge (Total) = .25 CFS A15 Adjacent Land Use: North: Single Family Residential South: 104th Street I Single Family Residential East: Ethel St.1 Single Family Residential West: Comb St. / Single Family Residential A16 Locations and approximate boundaries of all disturbed areas: See Sheets 1 -2 for locations. A17 Identification of existing vegetative cover None. A18 Soils Map including descriptions and limitations: See for soils map, description and limitations. A19 Locations, size and dimensions of proposed stormwater systems: See Sheet 4 for proposed storm sewer system. A20 Locations, size and dimensions of any proposed off -site construction activities associated with this project: None A21 Locations of Soil Stockpiles: Stockpile areas shall be located as for away from ponds, existing storm sewer inlets and existing swales as possible. Stockpiles shall not be located closer than 15 feet from any property fine. Stockpiles shall be immediately seeded and secured with silt fence. A22 Existing site topography See Development Plan Sheet 2 for existing site topography. A23 Proposed final topography See Development Plan Sheet 2 for proposed site grading and drainage patterns. B1 Description of potential pollutants sources associated with the construction activities: Silt and sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, brake dust, trash, debris, biological agents found in trash, fertilizers, herbicides, pesticides, add rain, lime dust and concrete washout. B2 Sequencing of stormwater quality implementation relative to land disturbance activities: This plan has been created in an effort to eliminate sediment from leaving the Little Fams II project during construction protecting the adjoining properties. The rear yards drain to swales which have been underdrained. These connect to back yard inlets which have had their cast elevated to allow for the `first flush' to keep sediment from entering the storm sewer system. watershed sheet drains into concentrated flow prior to entering the existing storm sewer system of Little Farms II. The storm sewer system conveys the water to the detention pipes. PRECONSTRUCTION ACTIVITIES: 1. Call the Indiana Underground Plant Protection systems, Inc. ('Holey Moler) at 1-800- 382 -5544 to check the location of any existing utilities. They should be notified two working days before construction takes place. 2. An orange construction fence shall be constructed along the perimeter of the tree preservation areas prior to any earth moving. 3. A silt fence shall be installed at the edges of the project site where there is potential for any stormwater runoff. Potential areas are identified based on existing topography. More specifically, a silt fence shall be installed along the entire southern boundary of the site and along the northern third of the eastern boundary 4. Inlet protection shall be placed at the four existing beehives located near the eastern boundary of the site. 5. Evaluate, mark and protect important trees and associated root zones. Evaluate existing vegetation suitable for use as filter strips along the North, South, East and West boundaries. 6. Maintain a 10' minimum grass filter strip per plan location 7. A construction entrance shall be placed per the plan location. 8. Establish construction staging area for equipment and vehicles as far from detention ponds and swales as possible. 9. Establish onsite location for owner /operator /contractor placement of approved plans and Rule 5 N01 and Rule 5 inspection documentation. EROSION AND SEDIMENT CONTROL SEQUENCE FOR TYPICAL RESIDENTIAL CONSTRUCTION SITES IS SHOWN BELOW: a) BEFORE CONSTRUCTION, EVALUATE, MARK, AND PROTECT IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, UNIQUE AREAS (E.G., WETLANDS) TO BE PRESERVED, AND VEGETATION SUITABLE FOR FILTER STRIPS. b) INSTALL CONSTRUCTION ENTRANCE. c) INSTALL SILT FENCE d) START MASS EARTHWORK; ESTABLISH STARTING AREA; FINISH GRADE AND SEED BASINS, SLOPES, SWALES AND MOUNDS; TEMPORARY SEED ALL DISTURBED AREAS e) INSTALL LAY DOWN AREA FOR STARTING BUILDING CONSTRUCTION f) INSTALL STORM AND SANITARY SEWER AND UTILITIES g) INSTALL INLET PROTECTION AS STORM INLETS ARE COMPLETED h) COMPLETE PARKING LOTS, ROADWAYS AND CURBS i) TEMPORARY SEED ALL DISTURBED AREAS j) COMPLETE BUILDING k) FINAL GRADE AND LANDSCAPING 1) COMPLETE FINAL SEEDING m) MAINTAIN ALL EROSION AND SEDIMENT CONTROL PRACTICES UNTIL ALL DISTURBED AREAS ARE PERMANENTLY STABILIZED SEQUENCING TABLE . CONSTRUCTION ACTIVITY SCHEDULE CONSIDERATION Identify and Label Protection Areas Site Delieation Should be Completed Before Construction Begins. (e.g. buffer zones, filter strips, trees) Is the site information posted at the entrance? Construction Access, Construction Entrance, Construction Routes, Equipment Parking Areas First Land - Disturbing activity - Establish Protected Areas and Designated Resources for Protection. Stabilize Bare Areas and Cutting of Vegetation. (Necessary Perimeter Immed,atly with Gravel and Temporary Vegetation as Construction Takes Place. Control) Sediment Traps and Barriers, Basin Traps, Sediment Fences, and Outlet Protection Install Principal Basins after Construction Site is Accessed. Install Additional Traps and Barriers as needed during (Necessary Perimeter Control) Grading. Runoff Control Diversions, Silt Fences, Perimeter Dikes, Water Yars, and Outlet Protection. Install Key Practices after Principal Sediment Traps and Before Land Grading. Install Additional Runoff Control Measures During Grading. Runoff Conveyance System. Stabilize Stream Banks, Storm Drains, Channels, Inlet Outlet Where Necessary Stabilize Stream Banks as early as Possible. Install Principal Runoff Conveyance System with Runoff Control and Protection, and Slope Drains. Measures. Install Remainder of System after Grading. Grubbing and Grading. Site Preparation: Cutting, Filling Grading, �ediment Traps, Barriers, Begin Major Grubbing � and Grading after Principal Sediment and Key Runoff Control Measures are Installed. Clear Borrow and and Diversions, Drains, Surface Roughning. Disposal Areas Only as Needed. Install Additional Control Measures as Grading Progresses. Surface Stabilization: Temporary and Permanent Seeding, Mulching, Sodding and Installing Apply Temporary or Permanent Stabilization Measures Immediately on all Disturbed Areas where Work is Delayed Complete. Ri p Ra p . or Building Construction: Buildings, Utilities, Install Necessary Erosion and Sedimentation Control Practices as Paving. Work Takes Place. Landscaping nd Final Stabilization: TopSoiling,- Planting trees and Shrubs, Permanent - Last Construction Phase - Stabilize all Open Areas Including Borrow and Spoil Areas. Remove and Stabilize all Temporary Control Measures. Seeding, Mulching, Sodding, Installing RipRap. Maintenance. Maintenance Inspections should be performed weekly and Made Immediately After Maintenance Repairs Should be Periods of Rainfall. B3 Stable construction entrance location(s) and specifications. See Erosion Control Plan Sheets 7-8 for location(s) and for construction entrance details and specifications. B4 Sediment control measures for sheet flow areas: See Erosion Control Plan Sheets 7-8 for locations of sediment control measures and for construction details and specifications. B5 Sediment control measures for concentrated flow areas: See Erosion Control Plan Sheets 7-8 for locations of sediment control measures and for construction details and specifications. B6 Storm sewer inlet protection measures, locations and specifications. See Erosion Control Plan Sheets 7-8 for locations of inlet protection measures and for construction details and specifications. B7 Runoff control measures. See Erosion Control Plan Sheets 7-8 for locations of runoff control measures and for construction details and specifications. B8 Stormwater outlet protection specifications: See Erosion Control Plan Sheets 7-8 for locations of stormwater outlet control measures and construction details and specifications. B9 Grade stabilization structure locations and specifications: See Erosion Control Plan Sheets 7-8 for locations of grade stabilization control measures and for construction details and specifications. B10 Location, dimensions, specifications and construction details of each stormwater quality measure: See Erosion Control Plan Sheets 7-8 for locations of various stormwater quality measures and for construction details and specifications. Bl l Temporary surface stabilization methods appropriate for each season: See Erosion Control Plan Sheets 7-8 for locations of temporary surface stabilization measures and for construction details and specifications. B12 Permanent surface stabilization specifications. See Erosion Control Plan Sheets 7-8 for locations of permanent surface stabilization measures and for construction details and specifications. B13 Material handling and spill prevention plan: Purpose: The intention of this Spill Prevention, Control and Countermeasures (SPCC) is lo establish the procedures and equipment required to prevent the discharge of oil and hazardous substances in quantities that violate applicable water quality standards, cause a sheen upon or discoloration of the surface of navigable waters or adjoining shorelines, or cause sludge or emulsion to be deposited beneath the surface of the water or adjoining shorelines. The Plan also establishes the activities required to mitigate such discharges (i.e... countermeasures) should they occur. Definitions. Pollutant means pollutant of any kind or in any form, including but not limited to sediment paint cleaning agents. Concrete washout, pesticides, nutrients, trash, hydraulic fluids, fuel, oil, petroleum, fuel oil, sludge, oil refuse, and oil mixed with wastes other than dredged soil. Discharge: Includes but is not limited to, any spilling, leaking, pumping, pouring, emitting, emptying, or dumping. Navigable Waters: Means all waters of the United States that are connected with a navigable stream, lake, or sea. [Note: This definition is usually interpreted to mean any wastewater (even normally dry wash or storm sewer) that eventually drains into a navigable stream]. Plan Review and Amendments: This Plan shall be reviewed and/or amended, if necessary, whenever there is a change in the design of the site, construction, operation, or maintenance which materially affects the site's potential for the discharge of regulated material. Prediction of Potential Spills: 1. Nearest Navigable Water. HomePlace No.158 Legal Drain 2. Drainage System: All storm drainage leaves the office site by open ditches and closed storm systems eventually draining into Homeplace regulated drain water shed. It thee follows the ditch southwest 3. Possible Spill Sources (during and post construction): Vehicular sources such as leaking fuel or oil, brake fluid, grease, antifreeze; construction trash and debris, biological agents found in trash and debris, fertilizers, household items including but not limited to cleaning agents, chemicals, paint, herbicides and pesticides. C4 4. Groundwater Contamination: The facility maintains NO above ground or under ground storage tanks at this site. Therefore, it is felt that there is little or no possibility of post construction groundwater contamination. The facility does hove city sanitary sewer and city water. C5. Alert Procedures for Spills: 1. Any personnel observing a spill will immediately instigate the following procedure: a) Dialing 00" from any telephone. b) Notify the appropriate emergency personnel. 2. The Emergency Coordinator will then take the following actions: a) Barricade the area allowing no vehicles to enter or leave the spill zone. b) Notify the Indiana Department of Environmental Management, Office of Emergency Response by calling the appropriate telephone number. Office: 317 - 233 -7745 Toll Free: 803 - 233 -7745 Also the National Response Center at 800 - 424 -8802 and provide the following information: • Time of observation of the spill • Location of the spill • Identity of material spilled • Probable source of the spill • Probable time of the spill • Volume of the spill and duration • Present and anticipated movement of the spill . Weather conditions . Personnel at the scone . Action initiated by personnel c) Notify the Clay Township Fire Department Phone: 9 -1 -1 d) Notify the Clay Township Police Department Phone: 9 -1 -1 e) Notify waste recovery contractor, maintenance personnel or other Contractual personnel as necessary for cleanup. f) Coordinate and monitor cleanup until the situation has been Stabilized and all spills have been eliminated. g) Cooperate with the IDEM -OER on procedures and reports involved with the event Cleanup Parameters: 1. The Developer/ Homeowners Association shall be continually kept informed, maintain lists of quaffed contractors and available Vac-trucks, tank pumpers and other equipment readily accessible for dean -up operations. In addition, a continually updated list of available absorbent materials and dean -up supplies should be kept on site. 2. All maintenance personnel will be made aware of techniques for prevention of spills. They will be informed of the requirements and procedures outlined in this plan. They will be kept abreast of current developments or new information on the prevention of spills and / or necessary alterations to this plan. 3. When spills occur which could endanger human life and this becomes primary concem, the discharge of the life saving protection function will be carried out by the local police and fire departments. 4. Absorbent materials, which are used in cleaning up spilled materials, will be disposed of in a manner subject to the approval of the Indiana Department of Environmental Management 5. Flushing of spilled material with water will not be permitted unless on authorized by the Indiana Department of Environmental Management B14 Monitoring and maintenance guidelines for pollution prevention measures: Straw Bale Dam Maintenance Requirements 1. Inspect straw bale dams after each storm event and promptly remove any sediment deposits to insure 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 straw bales and sediment deposits, bring the disturbed area to grade and stabilize it Silt Fence Silt Fence Maintenance Requirements 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 cleanout. 5. After the contributing drainage area has been stabilized, remove the fence and sediment deposits, bring the disturbed area to grade and stabilize it. Temporary Sediment Trap Maintenance Requirements 1. Inspect temporary sediment traps after each storm event and immediately repair any erosion and piping holes. 2. Remove sediment when it has accumulated to one -half the design depth. 3. Replace spillway gravel facing when clogged. 4. Inspect vegetation and re -seed if necessary. 5. Check the spillway depth periodically to insure a minimum of 1.5 ft depth from the lowest point of the settled embankment to highest point of the spillway crest and fill any low areas to maintain desired elevation, 6. Promptly replace any displaced rip -rap, bring careful that no stones in the spillway are above design grade. 7. After all disturbed areas have been stabilized, remove the structure and sediment, smooth the site to blend with adjoining areas and stabilize it Sandbag Curb Inlet Barrier Maintenance Requirements 1. Inspect frequently for damage by vehicular traffic and repair if necessary. 2. Inspect after each storm event 3. Remove sediment, without flushing, when it reaches half the height of the barrier. 4. Deposit removed sediment where it will not enter storm sewer drains. Block and Gravel Curb Inlet Protection Maintenance Requirements 1. After each storm event remove the sediment and replace the gravel, replace the geotextile fabric if used. 2. Periodically remove sediment and tracked -on soil from the street, without flushing, to reduce the sediment load on the curb inlet protection. 3. Inspect periodically for damage and repair. Keep grates free of debris. 4. After the contributing drainage area has been stabilized, remove the gravel, wire mesh, geotextile fabric and sediment deposits and dispose of them properly. Erosion Control Blanket (Surface Applied) Maintenance Requirements 1. During vegetative establishment, inspect after each storm event for any erosion below the blanket 2. If any area(s) shows erosion, pull back that portion of the blanket covering it, re -seed the area and relay and staple the blanket 3. After vegetative establishment 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 as needed for drainage and runoff control. 3. Top -dress with clean stone as needed. 4. Immediately remove mud and sediment tracked or washed onto streets by brushing or sweeping. Flushing should only be used if the water is conveyed into a sediment trap or basin. 5. Repair any broken road pavement immediately. B15 Erosion & sediment control specifications for individual building lots: See Sheet C805 for Construction details and specifications for erosion & sediment control on individual building lots. A placard bill be added to the inlets tell people not to dump solvents and paint into the storm sewer system. Cl. Description of pollutants and their sources associated with the proposed land use: Silt and sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, brake dust, grease, antifreeze, metals, rubber fragments, rood grit, salts and sands, construction trash and debris, fertilizers, household items including but not limited to cleaning agents, chemicals, paint miscellaneous home improvement materials, toys, clothing and animal waste, elevated storm runoff temperatures, acid rain pesticides and pathogens. C2 Sequence describing stormwater quality measure implementation: 1. Inspect and maintain all erosion control measures as detailed in the Stormwater Pollution Prevention Measures Maintenance Requirements beginning immediately after installation and continuing until vegetation has been sufficiently established and all construction activity is complete. 2. Remove all individual inlet protection and straw bale dams, silt fences, etc. only after seeding and sufficient vegetative growth has been established in each area to a point where sediment/pollutants will not enter the Lake(s) or storm sewer system. 3. It is recommended that any proposed wetland areas and plantings (if any) be constructed I placed after final grading and sufficient vegetative growth has been established to a point where sediment/pollutants will not enter the proposed wetlands. 4. Inspection and maintenance of all common areas and infrastructure improvements is the responsibility of the owner /developer or his designee until improvements are accepted for maintenance by homeowners association or local agencies. 5. Inspection and maintenance of individual lots is the responsibility of the home builder or his designee until the homeowner C3 DescripfiMV 0 %�8M F W�bMWa )$fe ij2NMsl96s: Site and facility design for Stormwater quality protection on this site employs a multi -level strategy consisting of. 1. Reducing or eliminating post-project runoff. 2. Controlling sources of pollutants. 3. And if needed, treating contaminated Stormwater runoff before discharging it into the storm sewer system or receiving waters. 1. ALL THE BACKYARDS STRUCTURES RECEIVING THE BACKYARD SWALES RUNOFF ARE CATCH BASINS. THOSE CATCH BASINS INCLUDE A GRATE WHERE STORMWATER ENTERS, AND A SUMP TO CAPTURE SEDIMENTS, DEBRIS, AND ASSOCIATED POLLUTANTS. CATCH BASINS ARE DESIGNED TO HOLD WATER BELOW THE 1/4 BEND OUTLET PIPE, OR "ELBOW PIPE ". THE PIPES ARE ALSO REFERRED TO AS A 90 DEGREE INVERT. THE STANDING WATER ALLOWS SOME LARGER SEDIMENTS TO SETTLE OUT. ANY OIL OR GREASE WASHED INTO THE BASIN WILL FLOAT TO THE TOP OF THE WATER LEVEL, ABOVE THE ELBOW PIPE. SEDIMENTS WILL SETTLE TO THE SUMP OF THE STRUCTURE. CATCH BASINS ARE TYPICALLY BEST AT REMOVING PARTICLES GREATER THAN 0.04 INCHES. 2. THE TWO CURB INLETS ARE ALSO CATCH BASINS STRUCTURES WITH SUMPS AND HOODS. HOODED INLETS CAN DRASTICALLY REDUCE THE DISCHARGE OF FLOATABLE DEBRIS AND TRASH FROM THE PAVED AREA, AND AID IN THE REMOVAL OF FREE OIL AND GREASE. 3. DRY ARE USED TO TREAT AND ATTENUATE THE WATER QUALIT VOLUME OF STORMAWATER RUNOFF AS WELL AS CONVEY EXCESS STORMWATER DOWNSTREAM. IN DRY SWALES, THE ENTIRE WATER QUALITY VOLUME OF A GIVEN STORM IS TEMPORARILY HELD IN A POOL, AND THIS HOLDING TIME SERVES TO SETTLE POLLUTANTS, ESPECIALLY SEDIMENT. DRY SWALES ARE TREATED AS AN EXTENTION TO A MOWN LAWN OR CAN BE PLANTED IN NATIVE GRASSES, POTENTIALLY INCREASING FILTRATION /INFILTRATION AS WELL AS HABITAT VALUE. AN UNDERDRAIN SYSTEM IS INSTALLED UNDER THE SOIL BED. THIS UNDERDRAIN IS CREATED BY A GRAVEL LAYER WHICH ENCASES A PERFORATED PIPE. STORMWATER TREATED BY THE SOIL BED FLOWS INTO THE UNDERDRAIN, WHICH CONVEYS TREATED STORMWATER BACK TO THE STORM DRAIN SYSTEM. DRY SWALES HAVE SEVERAL ADVANTAGES: - TRAP SEDIMENT AND OTHER POLLUTANTS - CONTROLS PEAK DISCHARGES BY REDUCING RUNOFF VELOCITY AND PROMOTING INFILTRATION. - PROVIDE SOME GROUNDWATER RECHARGE IF DESIGN AND LOCATION ALLOW ADEQUATE INFILTRATION. GOOD OPTION FOR RESIDENTIAL AREAS OF LOW TO MODERATE DENSITY, AND MAY BE USED IN PARKING LOTS TO BREAK UP IMPERVIOUS AREAS. LINEAR NATURE MAKES THEM WORK WELL FOR TREATING RESIDENTIAL ROAD RUNOFF It is the intent of this plan that the implementation of the above described stormwater quality measures is executed in accordance with the enclosed plans and details in order to meet the requirements of Rule 5 storm water quality. Location, dimensions, specifications and construction details of stormwater quality measures: See Sheet 4 & Erosion Control Plan Sheets 7-8 for locations of permanent stormwater quality measures and for construction details and specifications. THE OWNER or HOMEOWNERS WILL BE RESPONSIBLE FOR THE FUTURE LONG TERM MAINTENANCE OF EROSION CONTROL MEASURES. THE HOME OWNERS ASSOCIATION WILL HANDLE ALL DRAINAGE STRUCTURES WHICH ARE IN THE COMMON AREAS OR DRAINAGE EASEMENT, THAT ARE NOT WITHIN THE RIGHT -OF -WAY. ALL PROPOSED MEASURES ARE ACCOMPANIED BY MONITORING AND MAINTENANCE REQUIREMENTS. EACH HOME OWNER WILL PROVIDE FOR THEIR OWN SOLID WASTE DISPOSAL, THERE WILL BE NO COMMON DUMPSTER ONSITE. MAINTENANCE PROCEDURES FOR THE SWALES AND OPEN CHANNELS: 1. DO NOT GRAZE PROTECTED AREA DURING VEGETATIVE ESTABLISHEMENT AND WHEN SOIL CONDITIONS ARE WET. 2. FERTILIZE TO MAINTAIN A VIGOROUS VEGETATIVE COVER. CAUTION SHOULD BE USED WITH FERTILIZATION TO MAINTAIN WATER QUALITY. 3. MULCH, SPRAY OR CHOP OUT UNDESIRABLE VEGETATION PERIODICALLY TO PREVENT GROWTH OF LARGE WOODY- STEMMED WEEDS, WATER PLANTS SUCH AS CATTAILS OR TREES (SUCH AS WILLOWS)WHICH IMPEDE FLOW. 4. PROMPTLY REPAIR ERODED AREAS. 5. REESTABLISH VEGETATIVE COVER IMMEDIATELY WHERE SCOUR EROSION HAS REMOVED ESTABLISHED SEEDING. 6. KEEP INLETS TO SIDE DRAINAGE STRUCTURES OPEN. 7. KEEP SUBSURFACE DRAIN OUTLET PIPES OPEN AND PROTECTED. 8. PERIODICALLY INSPECT AREA FOR SIGNS OF UNDERMINING OR INSTABILITY AND, IF ANY ARE OBSERVED, TAKE IMMEDIATE ACTION TO PROTECT FROM FURTHER DAMAGE. INLET PROTECTION MAINTENANCE 1. INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND CALL CO. HIGHWAY DEPTARTMENT. 2. COUNTY TO INSPECT AS NEEDED EACH STORM EVENT. 3. REMOVE SEDIMENT (BUT NOT BY FLUSHING) WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER. 4. DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS. TRASH AND LITTER CONTROL 1. PROVIDE TRASH AND CIGARETTE RECEPTACLES AROUND THE EXTERIOR OF THE BUILDINGS. 2. SWEEP SIDEWALKS AND PARKING LOTS TO COLLECT SAND, DEBRIS, AND LITTER, AND DISPOSE OF IT IN THE TRASH AND NOT TO A CATCH BASIN. 3. USE DRY METHODS TO CLEAN UP OUTDOOR SPILLS SUCH AS SWEEPING, TOWLES, OR CAT LITTER. DUMPSTER MAINTENANCE 1. KEEP THE AREA SURROUNDING DUMPSTERS CLEAN AND LID CLOSED. MAKE SURE THE CLEAN -OUT PLUG IS PROPERLY SECURED TO PREVENT LEAKING. 2. THE DUMPSTER SHOULD BE PROPERLY CLEANED BY THE COLLECTION AGENCY. THE INTERIOR OF THE DUMPSTER SHOULD NEVER BE HOSED DOWN. PROPER LAWN AND PROPERTY MAINTENANCE 1. ALL WASTE WASH WATER SHOULD BE DISPOSED OF TO A JANITORAL SINK OR FLOOR DRAIN THAT IS PROPERLY CONNECTED TO THE SANITARY SEWER SYSTEM. 2. FERTILIZERS AND PESTICIED SHOULD BE USED SPARINGLY OR NOT AT ALL. 3. COLLECT LEAF LITTER AND YARD CLIPPINGS. DISPOSE OF THEM IN THE TRASH OR DONATE THEM TO LOCAL COMMUNITY GARDEN FOR USE AS COMPOST. WINTER MAINTENANCE PRACTICES 1. AVOID EXCESSIVE SALTING AND SANDING OF SIDEWALKS AND PRIVATE PARKING LOTS AROUND YOUR BUSINESS DURING THE WINTER MONTHS, WITHOUT COMPROMISING PUBLIC SAFETY. 2. WHEN POSSIBLE, SWEEP SIDEWALKS AND PARKING LOTS DURING BOTH THE WINTER AND SPRING TO COLLECT THE SAND. THIS WILL GREATLY REDUCE THE AMOUNT OF SEDIMENT CARRIED INTO THE STORM DRAINS BY STORMWATER RUNOFF. STORAGE AND DISPOSAL OF HAZARDOUS WASTE 1. NO MATERIAL SHOULD EVER BE EMPTIED INTA A CATCH BASIN, EVEN IF YOU HAVE DILUTED IT WITH WATER. 2. PROVIDE SECURE STORGAE LOCATIONS FOR ALL HAZARDOUS MATERIALS. 3. DEVELOP AN EMERGENCY SPILL RESPONSE PLAN FOR OUTDOOR STORAGE INCLUDING A MAP SHOWING THE NEAREST CATCH BASINS SO CONTAMINATION CAN BE PREVENTED. ADDITIONAL STORMWATER POLLUTION PREVENTION MEASURES VEHICLE & EQUIPMENT MAINTENANCE Description and Purpose Prevent or reduce the contamination of stormwater resulting from vehicle and equipment maintenance by running a dry and dean site ". The best option would be to perform maintenance activities at on offsite facility. If this option is not available then work should be performed in designated areas only, while providing cover for materials stored outside, checking for leaks and spills, and containing and cleaning up spills immediately. Suitable applications These procedures are suitable on all construction projects where an onsite yard area Is necessary for storage and maintenance of heavy equipment and vehicles. Limitations Onsite vehicle and equipment maintenance should only be used where it is impractical to send vehicles and equipment offsite for maintenance and repair. Sending vehicles/equipment offsite should be done in conjunction with a Stabilized Construction Entrance/Exit Outdoor vehicle or equipment maintenance is a potentially significant source of stormwater pollution. Activities that con contaminate stormwater include engine repair and service, changing or replacement of fluids, and outdoor equipment storage and parking (engine fluid leaks). Implemetations If maintenance must occur onsite, use designated areas, located away from drainage courses. Dedicated maintenance areas should be protected from stormwater run-on and runoff, and should be located at least 50 ft from downstream drainage facilities and watercourses. Drip pans or absorbent pads should be used during vehide and equipment maintenance work that involves fluids, unless the maintenance work is performed over an impermeable surface in a dedicated maintenance area. Place a stockpile of spill cleanup materials where it will be readily accessible. All fueling trucks and fueling areas are required to have spill kits and/or use other spill protection devices. Use adsorbent materials on small spills. Remove the absorbent materials promptly and dispose of properly. Inspect onsite vehicles and equipment daily at startup for leaks, and repair immediately. Keep vehicles and equipment dean; do not allow excessive build -up of oil and grease. Segregate and recycle wastes, such as greases, used oil or oil filters, antifreeze, cleaning solutions, automotive batteries, hydraulic and transmission fluids. Provide secondary containment and covers for these materials if stored onsite. Train employees and subcontractors in proper maintenance and spill cleanup procedures Drip pans or plastic sheeting should be placed under all vehicles and equipment placed on docks, barges, or other structures over water bodies when the vehicle or equipment is planned to be idle for more than 1 hour. Properly dispose of used oils, fluids, lubricants, and spill cleanup materials. Do not place used oil in a dumpster or pour into a storm drain or watercourse. Property dispose of or recycle used batteries. Do not bury used tires. Repair leaks of fluids and oil immediately. Listed below is further information if you must perform vehicle or equipment maintenance onsite.s Inspection and Maintenance Vehicles and equipment should be inspected each day of use for leaks. Leaks should be repaired immediately or problem vehicles or equipment should be removed from the project site. Keep ample supplies of spill cleanup materials onsite. Immediately dean up spills and properly dispose of contaminated soil and cleanup materials. SOLID WASTE MANAGEMENT Description and Purpose Solid caste management procedures and practices are designed to prevent or reduce the discharge of pollutants to stormwater from solid or construction waste by prodding designated waste collection areas and containers, arranging for regular disposal, and training employees and subcontractors. Suitable Applications This BMP is suitable for construction sites where the following wastes are generated or stored: Solid waste generated from trees and shrubs removed during land clearing, demolition of existing structures (rubble), and building construction Packaging materials including wood, paper, and plastic Scrap or surplus building materials including scrap metals, rubber, plastic, glass pieces and masonry products Domestic wastes including food containers such as beverage cans. Coffee cups, paper bags, plastic wrappers, and cigarettes Construction wastes including brick, mortar, timber, steel and metal scraps, pipe and electrical cuttings, non - hazardous equipment ports, Styrofoam and other materials send transport and package construction materials Implementation The following steps will help keep a clean site and reduce stormwater pollution: Select designated waste collection areas onsite. Inform trash - hauling contractors that you will accept only watertight dumpsters for onsite use. Inspect dumpsters for leaks and repair any dumpster that is not watertight Provide an adequate number of containers with lids or covers that can be placed over the container to keep rain out or to prevent loss of wastes when it is windy. Plan for additional containers and more frequent pickup during the demolition phase of construction. Collect site trash daily, especially during rainy and windy conditions. Remove this solid waste promptly since erosion and sediment control devices tend to collect litter. Make sure that toxic liquid wastes (used oils, solvents, and paints) and chemicals (adds, pesticides, additives, and curing compounds) ore not disposed of in dumpsters designated for construction debris. Do not hose out dumpsters on the construction site. Leave dumpster cleaning to the trash hauling contractor. Arrange for regular waste collection before containers overflow. Clean up immediately if a container does spill. Make sure that construction waste is collected, removed, and disposed of only at authorized disposal areas. Collection. Storage. And Disposal Littering on the project site should be prohibited. To prevent clogging of the storm drainage system, litter and debris removal from drainage grates, trash racks, and ditch lines should be a priority. Trash receptacles should be provided in the contractor's yard, field trailer areas, and at locations where workers congregate for lunch and break periods. Litter from work areas within the construction limits of the project site should be collected and laced in watertight dumpsters at least weekly, regardless of whether the litter was generated by the contractor, the public, or others. Collected litter and debris should not be placed in or next to drain inlets, stormwater drainage systems, or watercourses. Dumpsters of sufficient size and number should be provided to contain the solid waste generated by the project Full dumpsters should be removed from the project site and the contents should be disposed of by the trash hauling contractor. Construction debris and waste should be removed from the site biweekly or more frequently as needed. Construction material visible to the public should be stored or stocked in an orderly manner. Stormwater run-on should be prevented from contacting stored solid waste through the use of berms, dikes, or other temporary diversion structures or through the use of measures to elevate waste from site surfaces. Solid waste storage areas should be located at least 50 ft from drainage facilities and watercourses and should not be located in areas prone to flooding or pending. Inspection and Maintenance Inspect and verify that activity-based BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly to verify continued BMP implementation. Inspect BMPs subject to non - stormwater discharge daily while non- stormwater discharges occur Inspect construction waste area regularly. Arrange for regular waste collection. CONCRETE WASHOUT The following steps will help reduce stormwater pollution from concrete wastes: Discuss the concrete management techniques described in this BMP (such as handling of concrete waste and washout) with the ready -mix concrete supplier before any deliveries are made. Incorporate requirements for concrete waste management into material supplier and subcontractor agreements. Store dry and wet materials under cover, away from drainage areas. Avoid mixing excess amounts of fresh concrete. Perform washout of concrete trucks offsite or in designated areas only. Do not wash out concrete trucks into storm drains, open ditches, streets, or streams. Do not allow excess concrete to be dumped onsite, except in designated areas. For onsite washout • Locate washout area at least 50 feet from storm drains, open ditches, or water bodies. • Do not allow runoff from this area by constructing a temporary pit or bermed area large enough for liquid and solid waste. • Wash out wastes into the temporary pit where the concrete can set, be broken up, and then disposed properly. • Avoid creating runoff by draining water to a bermed or level area when washing concrete to remove fine particles and expose the aggregate. • Do not wash sweepings from exposed aggregate concrete into the street or storm drain. Collect and return sweepings to aggregate base stockpile or dispose in the trash. DEWATERING AND PUMPING OPERATIONS Description and Purpose Dewatering operations ore practices that manage the discharge of pollutants when non - stormwater and accumulated precipitation must be removed from a work location so that construction work may be accomplished. Suitable Applications These practices are implemented for discharges of non - stormwater from construction sites. non - stormwater Include, but are not limited to, groundwater, water from cofferdams, water diversions, and water used during construction activities that must be removed from a work area. Practices identified in this section ore also appropriate for implementation when managing the removal of accumulated precipitation (stormwater) from depressed areas at a construction site. Limitations Site conditions will dictate design and use of dewatering operations. The controls discussed in this best management practice (BMP) address sediment only. The controls detailed in this BMP only allow for minimal settling time for sediment particles. Use only when site conditions restrict the use of the other control methods. Dewatering operations will require, and must comply with, applicable local permits. Implementation Dewatering discharges must not cause erosion at the discharge point A variety of methods can be used to treat water during dewatering operations. Several devices are presented below and provide options to achieve sediment removal. The size of particles present in the sediment and Permit or receiving water limitations on sediment are key considerations for selecting sediment treatment option(s); in some cases, the use of multiple devices may be appropriate. Description: A sediment basin is a temporary basin with a controlled release structure that is formed by excavation or construction of an embankment to detain sediment4aden runoff and allow sediment to settle out before discharging. Sediment basins ore generally larger than Sediment Traps. Appropriate' Applications: Effective for the removal of gravel, sand, silt, some metals that settle out with the sediment, and trash, Implementation: Excavation and construction of related facilities is required. Temporary sediment basins must be fenced if safety is a concern. Outlet protection is required to prevent erosion at the outfafi location. Maintenance Maintenance is required for safety fencing, vegetation, embankment, inlet at outfall structures, as well as other features. Removal of sediment is required when the storage volume is educed by one -half. Sediment Trap: Description: A sediment trap is o temporary basin formed by excavation and/or construction of an earthen embankment across a waterway or low drainage area to detain sediment -laden runoff and allow sediment to settle out before discharging. Sediment traps are generally smaller than Sediment Basins, Appropriate Applications: Effective for the removal of large and medium sized particles (sand and gravel) and some metals that settle out with the sediment _Implementation: Excavation and construction of related facilities is required. Trap inlets should be located to maximize the travel distance to the trap outlet Use rock or vegetation to protect the trap outlets against erosion. Maintenance Maintenance is required for vegetation, embankment, inlet and outWI structures, as well as other features. Removal of sediment is required when the storage volume is reduced by one -third. Gravity Bag Filter: Description. A gravity bag filter, also referred to as a dewatering bag, is a square or rectangular bag made of non -woven geotextile fabric that collects sand, silt and fines. Appropriate Applications. Effective for the removal of sediments (gravel, sand, and silt). Some metals are removed with the sediment. Implementation: Water is pumped into one side of the bag and seeps through the bottom and sides of the bag. A secondary barrier, such as a rock filter bed or straw/hay bole barrier, is placed beneath and beyond the edges of the bag to capture sediments that escape the bag. Maintenance: Inspection of the flow conditions, bag condition, bag capacity, and the secondary barrier is required. Replace the bag when it no longer filters sediment or passes water at a reasonable rate. The bag is disposed of offsite. EVALUATION FOR CONSTRUCTION PROJECTS A trained individual shall perform a written evaluation of the project site. a. By the end of the next business day following each rainfall that exceeds 0.5" b. A minimum of one (1) time per week Project Nome: Name of Trained Individual: Is this Fvnluntinn fnllnwinn n rninfnll Date of Inspection: Yak Nn If vac Arrta fha ruin cfnnnarl- Inr,hna No. I PROBLEM or CONCERN YES NO N A 1. Is the site information posted at the entrance? 2. Are all necessary permits attained and special provisions being implemented? 3. Is a construction entrance installed? is it effective? Is it enough 4. I Public and private streets are clean? 5. 1 Are appropriate practices installed where stormwoter leaves the site? 6. I Silt fence is entrenched into the round? 7. Silt fence is upright? fabric and stakes meet specifications? Fabric is not to torn? Terminated to higher round? Property joined at ends? 8. Sediment basins and traps are installed occording to the Ian? The pipe or rock spillway is functional? 9. The earthwork for erosion and sediment control practices is properly graded, seeded and/or mulched? 10. I Diversions swales and or waterbars are installed to plan and protected? 11. I Perimeter practices have adequate capacity and do not need to be cleaned out? 12. 1 Inlet Drotection is installed on all functional inlets? not filter fabric under rate 13. 1 Inlet protection is installed so woter does not flow under it? 14. 1 The frame, cross-bracing and/or stakes are adequate and meet specifications? 15. 1 The fabric straw, mulch and or stone is intact without holes or tears? 16. Catch basin insert protection is installed where required? 17. Sediment has been removed from the practice? 18. Swales and ditches hove been stabilized or protected? 19. Stormwater outlets are adequately stabilized? 20.1 Temporary stabilization of distributed ground has been addressed? 21. Disturbed areas that will lie dormant for 15 days are planned to be protected? 22. All rotected dormant areas meet a minimum 70% coverage 23. Growing vegetation has sufficient water and/or nutrients to row? 24. Permanent stabilization of disturbed ground is progressing through the project? 25. Final grading and stabilization is progressing on completed areas? 26. The soil has been p[Merly prepared for seeding? 27. Hord or soft armoring is installed where natural vegetation will erode? 28. Water pumping operations have a protected outlet and dischor a water is clear? 29. A designated washout is established for concrete trucks? 30. Runoff is not leaving concrete washout area? 31. A dumpster is onsite for trosh disposal? 32. Fuel tanks and other toxic materials are safely stored and protected? 33. Smaller construction sites not required to file a separate NOI are corn I nq with the overall Ian? 34. ALL PROBLEMS OR CONCERNS NEED TO BE ADDRESSED V#M A CORRECTIVE AC11ON Identify the problem by number and /or provide additional explanation as needed. Developer Representative contacted, name and dote: Date: Contractor Representative contacted, name and date: Date: Report Submitted by Date: 1 -c 4 7+ OC 827.34 -;� I:--j c C.11 (D cn CA 26 , Co i I TU-ILQLNEIJQ-L DRIVE W/ ALLEY 3' PRIVACY FENCE Y Q J X -J O ALLEY (W)HAS BEEN I I , JO L I ULL.`t%J HAMII HAMILTON CO. HIGHWAY DEPT i N \/ — R 1 R i (1' i . . I I LOT #33A 9,925 SFT LOT#32A LOT #31 A I0.22 acres Lot Coverage 18.2% I F.F.E. 830.5' 8 +00 -1- - I I 9,579.29 SFT 0.22 acres I I Lot Coverage 21.8% I � L F.F.E. 830.5 22� 218 R2 -1 "speed limit" 8,754.07 SFT I 0.20 acres I Lot Coverage 23.8% F.F.E. 830.0 L- J 234 I 7 +00 6 +00 Turner Dr. 1 i RI -1 "stop sign" I 233 I F LOT J YIELD LOT 32B # � I � I I I I 8,41 SFT I 18 i x 6' 8,671.27 SFT I I ( LOT 31 # B 8,918.54 SIFT I Lot Coverage 21.6% I 0.19 acre of Coverage 21.6% ( I 0.20 acres Lot Coverage 24.1% I I 0.20 acres I Lot Coverage 23.4% J CCL L F.F.E. 828.8 J Uniform Park Cmtrsl 06"S. F.F.E. 829.0 .J parking" F.F.E. 830.0 -40 SCALE R8 -1 ST REM SED. . REOOMEtyDED: --� r SIANDARD PLAN I I oATE PO "no parking" APPROVED_ HAMU.104 C"n BI@UM �}- �V1iE I F YIELD Sign (RI-2) J YIELD LOT #31 C LOT #33C I 8,970.94 SFT I 8,302 SFT I I 18 i x 6' 0.19 acres I I 25 I Lot Coverage 21.6% I I I F.F.E. 827.5 i.) STS shall he iingle raced wit's Engineering Lrade reilectariied thetting -M 080 11232 L 2) posts shdi be ll' -G" .lortq, .3 lb/ft grew J CCL L R8-1 224 Uniform Park Cmtrsl 06"S. no parking" -40 SCALE HAMILTON COUNTY HIGHWAY DEPARTMENT ST REM SED. + - RJ- 1 o not enter VVLU- I is HAMILTON CO. HIGHNAYgEFT construction PERMIT REQUIRED, FqR WORK IN 11 THE RIGHT- =n e a d ,. CipFFr I N STALL 50' EAST OF COMBS AVE. HOT ASPHALT BASE PRIME COAT 5 OMPACTED 53 STONE CUT NTS HAMILTDN CO. HOMY DEFT PERMIT REQUIRED, FOR WORK N THE RIGHT-0F -WAY PATCH STREET AFTER INSTALLATION, SEE DETAIL - J LOT #32C 8,465.28 SFT 0.19 acres Lot Coverage 24.7% F.F.E. 828.0 _ J 228 ST ST ST MAINTENANCE OF TRAFFIC PLAN SCALE: 1' =30' Ac oC*n'n - SAWC UT r-TAC K COAT EX'TG ASPHALT PAVEMENT '' "• "~•' '••':�;COMPACTED GRANULAR BACKFILL ;:• ;ti•• ~� ~•�••� 'I0,:: PER DETAIL 1/C102. DCAM STD. 93 -01 PAVEMENT REPAIR F YIELD Sign (RI-2) I I I YIELD LOT #31 C I I 8,970.94 SFT I SPEED LIMIT Sims (R2 -1) 0.21 acres S1 LED 18 i x 6' Lot Coverage 23.3% I I 25 F.F.E. 831.5 L . I i.) STS shall he iingle raced wit's Engineering Lrade reilectariied thetting -M 080 11232 Star+4of4 Specifications 912.10. 2) posts shdi be ll' -G" .lortq, .3 lb/ft grew panted 9r golvanhed channel sign post per INGOT Standord S.3-e6hcaiian 944.14: ST ST ///i20-2 t, nd construction" L INSTALL 50 SOUTH OF 105th STREET Ell 0a W20 -1 "road construction ahead" INSTALL 50 SOUTH OF 105TH STREET STOP Sign (131 -11) YIELD Sign (RI-2) YIELD R1_I 30" x 30' Ri: -2 SPEED LIMIT Sims (R2 -1) LIZ _ l I S1 LED 18 i x 6' LIMIT �� -' 7�-' x 3o' � 1 25 R1 -3[ 12" xis" . NOTES: i.) STS shall he iingle raced wit's Engineering Lrade reilectariied thetting -M 080 0;:k clumnum sheet material per TNpOT Star+4of4 Specifications 912.10. 2) posts shdi be ll' -G" .lortq, .3 lb/ft grew panted 9r golvanhed channel sign post per INGOT Standord S.3-e6hcaiian 944.14: 3.) All sign sizes, shopes. colors 2nd motee -d shall meet the 16diala Monud? on Uniform Park Cmtrsl 06"S. TYPICAL SU13DIVISION REGULATORY SIGNS -40 SCALE HAMILTON COUNTY HIGHWAY DEPARTMENT REM SED. . REOOMEtyDED: --� r SIANDARD PLAN ItAWLEN GO wy ENQEER oATE S.1 APPROVED_ HAMU.104 C"n BI@UM �}- �V1iE GRAPHIC SCALE ( IN FEET ) 1 inch = 30 ft. ROAD CLOSED INDOT # R11 -2 48" X 30" END ° CONSTRUCTION INDOT # W20 -2 48" X 24" ROAD \\.., CONSTRUCTIO O AHEAD �a C MIN WTH HUM FACED tDi.. CTOWED €NGINEE UGAOUNO PER ST,LvOi SEC. 9112,10 AND s' ;CTIR!ND EXLMEU CR --- runt 'W1 ASSEMBLt .,(SEE BELUV� 3 LBS./Ft VIED( t?AN- TE l CHAhl EL. ant POST DER c N£R SET IA I;QIhP A,CT;, RAmu III .L.111.[ ... . .. . . Es 1.) °r€SrGtc Straus 41 k N and txd On W; I�tt twnd of the sicn with duol lime . 1 1/2' bNO lette`g on yellow sr 11eii:acsrcC background Kaeking the street aFwne., 2,} One Skyli asse'ably snail bt I=L*4 nt C=h WetseCV4A oti the aastheast cWW 011" paxssb &- 1) Step signs %Olt not be iistalled an: the street nand : y;a iwia SUBDI' SIGN STREET NAME SIGNS W SCAX. HAMILTON COUNT' HIGHWAY DEPARTMENT STANDARID PL 1 NN � r rf CN pppp�jrn to >a R NO PARKING ON PAVEMENT INDOT # R8 -1 24" X 30" FEDERAL ORANGE REFLEC- - - " TIVE BACKGROUND 30" X 30" BLACK LETTERS & BORDER INDOT # W20 -1 48" X 48" TRAFFIC SIGNS NTS j%J111111 off 411 C. ' % :'�G`ST.. �' 11:Y N0. 910326 �a� STATE OF TONAL �� %% %%% %MEN \\ WORKING INDOT # W21 -1 36" X 36" -i - MAJOR ROAD r MINOR CROSSROAD 'CURSED SE.CTION STREET ,1A-ME _ S1 6AX .` Slop SON I 1' uE V CURB URBAN IN SEC'nON LIMIT CUREED 4P MOTE Judd >tiond atiarmstian may be found an the k oow Nonwi on Unifoem. Trt -Hie Oantrat Devices. SUBDI SIO,N SIGq PLACEMENT NO %AU HAMILTON COUNTY HIGHWAY DEPARTMENT STANDARD FL�N REECOt*'i E.i11DED. MA,Ltmm is wry CMGola(( 00..1: S-3- NAII&Tom GENERAL NOTES ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, OR CITY SPECIFICTIONS UNLESS OTHERWISE NOTED. DESIGN DETAILS OF ALL SIGNS TO BE FURNISHED ON WRITTEN REQUEST. POSTS TO BE PAINTED WITH TWO COATS OF WHITE OR GREEN PAINT. THE BACKGROUND FOR WARNING SIGNS (DIAMOND SHAPED) TO BE FEDERAL ORANGE. ALL SIGNS ARE TO BE REFLECTORIZED WIDE ANGLE REFLECTIVE SHEETING APPLIED TO THE ENTIRE BACKGROUND AREA OF THE SIGNS. REFLECTIVE 1 1 SHEETING TO BE COLOR INDICATED IN THE DESIGN DETAILS. (SEE INDOT STANDARD SPECIFICATION). ALL BARRICADES USED IN CHANNELIZATION SHALL BE CONCRETE WITH REFLECTORS IN TAPERS AND WHITE REFLECTIVE TAPE AT BASE. PROVIDE CHAIN LINK FENCE ABOVE. END CONSTRUCTION SIGN SHALL BE PLACED ON THE BACK SIDE OF FLAGMAN AHEAD SIGN FOR OPPOSING TRAFFIC. ALL DRUM TYPE BARRICADES SHALL BE EQUIPPED WITH STEADY BURN LIGHTS.