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Home My WebLink AboutVILLAGE OF WEST CLAY SECTION 12001_storm sewer plan & profile_L0 1 12 13 14 5 16 17 18 19 110 111 12 13 14 15 i /itr < a _ — -- C-4HOLEY MOLEY SAYS cc 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO M � CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. C BLIND 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN ti ___ _ COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER N \ EX. 36" RCP _ ' SAFETY. C%4 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY 0 ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. ht 1®800-582.5544 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. L / ` � � CALL TOLL FREE L 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA PER INDIANA STATE LAW iS-69-1991. j� � IT 1S AGAINST THE LAW TO EXCAVATE s y by l a WITHOUT NOTIFYING THE UNDERGROUND ! N N cc -I LOCATION SERVICE TWO (2) WORKING "� N \ I DAYS BEFORE COMMENCING WORK. LLJ I 00 C 1 PRECAST CONCRETE N � ca to ; c8o2 END SECTION C1*400i 8 BEEHIVE INLET J 0801 I I 4 �- --''- STORM STRUCTURE Na. C14 � C14 � � (TYPICAL) @00 B�d�� h4L4JZK 8 17 STORK MANHOLE i i STORM SEWER I 1 EMBEDMENT NAIL 0802 TBM #44 I C802C801 ~~ r USGS BENCHMARK H ROLL CURB INLET CUT Y NORTH BONNET BOLT IN FIRE HYDRANT H , / PIPE o0 00 � r 0801 0801 UNDERDRAIN EAST SIDE HOOVER RD. X100' SOUTH OF CLARlDGE T-2CV � / I i� C801 FARM ENTRANCE. e ELEVATION - 893.39 L0 STORM SEINER LEGEND Revisions 1. 02/23/99, MG; REVISED PER TAC COMMENTS. 2. 03/29/99, DCC; REVISED PER TAC COMMENTS, 3. 04/119/99, MG; FINAL Q.C. REVISIONS. /� i4. 05/11/99, BET; ADDED DEBRIS GUARDS TO A740 & A741 PER COUNTY SURVEYOR. STORM PLAN SEWER C A L F. 1') = 50' 5. O3/27/OO, MG, "RECORD DRAWING" G G 915 15 �yN 9__ CER TI EI CATI ON FOR R . __._-_ .._____ __ ___.___.__.__. ____ __. __ "RECORD DRAWING" oM t�) 00 Oo 00 F W z cn g NOTE: co co F z � � > Record drawing certification only for top of casting, Invert 10 M 00 ciN C-iw z No_� elevations and lengths of pipe. Slope percentage represents oQ o 00 00� a calculated figure and is for general information only. ------ -- ----- ------910 co < z: 00 CO Cq ORco t0 � � � w z a 110 � � = � � u ��1V\A��i�I111t�t11�t11/f�� CO 0000 00 w o o , � Z z o w M o 00 905 .__._.... __ C�l CD' 3"� No. -- ---- 1-1-11---1'-------- --_._ ___. __ .. _._.._... _ . _ ,..___ _._w._. w_, .. _ ., _., . _.__.__.._._._ _.. ., ____ .._.. __, 905 ¢ _ ¢ ¢ _ _ ¢ _ _ 9800085 ,.,moto L0 o zoo oz� z� MQ 00c o o »» E C!s N to z fi x 00 p`2 0000 V) V) t- z z z z 0` ~ L/ STATE OF M oCO 2 0) c� ao � �,� �' � � 00 w � z cn � � �- `�'�.., lNDIAN� .• \`� E cn C) ao v> w z z cn z .r°c Co z z z r,��f�sS�d�AL � 900 — C) rn zn 00 00 fi fi �� oa� � i tilU-)! l t N7a; /i 1 �'7 Net 1 i- F-- k-- m 00 00� �"'� m �> > > > !'ttttttiliitlil�i 900 _. ,_. ._._.__ -< Or'1 M av N tis fTs F- Z z z z Q Of co z > > > > > > to w 00 1 co 00 000 00 =' DATE: o V) V) U) `� o m *�' z ',' °a 00 CXR c� cr> F — _ to t— _ — cn t— — cv z t — U) �- z z co . UJ C14 C14F-- rry CD ' 7 fi _ m Of m 895w ¢ C> v > > w coo _/ rn � c J � c�'"'i c^� ' ' CERTIFIED BY z ��zZ crr�-zz o00 % __ �___'A �l �o �o 895 om/ _. _ . _ _..__ .....__.�s _.__._._ . __ ._ _.,.. _... .,_..__ va f -- a0 a� _ _,. _._ ., _ ... ___.. _ oa __.. ,. __.,,_.._._ ___._ ,._. ___._.... ___...,_. ,._ .._. _ _.... __._. _ __. _.,._ .m.._.. ._ _. _... _.,.- __,. _.,_ . _._.n,..._ _ w � 00 S DRAVANG AND THE S, DESIGNS AND CONCEPTS TAINED co � _— � � /_ ,. _ _ .._ _u _ _. n _ , .. � _. _� _. _ �._ � _ ._. , _. _ � _.� � _ _ _ � � . _. __ _ � oc�-_. �_ _ _ _.___ ._�. __ _, _ .__. _ _ _ _ __. _.___ HERE#iN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE EIDER D < ¢ z o f z C' CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN YMOLE OR IN z ` ¢ UJ w PART, WTHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. u> z cnr-i- l V) >: >: 8 ( / �, � � 1998, The Schneider Corporation . .... .... - -- --- --- -- -- --------------C) LLJ w 89O ------------- ��45' e o 0 1-r 885 - _ _ ---- _ 114 P ' &4ineider =�- _ - , N 884 50 _ ___ _ _.___ _ __ _,_ . _ ___ _ _ _ _ _ _ __ o 0 0 20 _ _ neer885 Corporaton 1211RCP 12"RC C C �:`'�'% 12�RCP - , -G30"RCP 30"RCP 30"RCP 125' -8:2a%" 3o„RCP 3o"RCP „1.�=-� 9.87% tab% 193 0.21% 0.16% 36 RCP Q('"� 0.3Q% 0.28% 166' 33 RCP .2-$" .�63” -�►; 36"RCP-�fi4''" '1"' 36"RCP 36» EX, 1.2726 Hamilton Crossing Blvd. Engineering UV 0.43% 01% 2113' 0.17% RCP Carmel, Indiana Surveying Q --- ---- _...___ _._ ___.... .. w _ ., ._,. _ 36 RCP , ___� . __, _ ._..__ __..._ _ _ ._ .__ __.... ,._.__.._ _ , _..,_ ...,._ ...__ .. . _ _..,...... _ , 80 46032 Landscape Architecture 317-574-3797 GIS o LIS > Co 0.17% °" 0.12% 317-574-3799 Fax Geology 00 > �00 °°>: Formerly Schneider Engineering Corp, f Bohlen, Meyer, Gibson & Assoc. 875 00 z B SRM _._ W.. R..._._, ._ 875 , ._.._.. ._._ . ___..__.. __. _ w ._._ _ ._... _.._.. BRENiFICK DEVELOPMENT CO. Village of WestClay RECOR A uwww I N G Section 1.2901 STORK SEWER PLAN Date Project No. Drawn Approv. 08/21/98 1238.1201 BET, MG A 1 71., . ,. SEWER PROFILE ~� p.. f_ 50' SCALE. uvmputer rues Sheet No. A J: \1238\1201\DWGS\C601.DWG XREF: 1201BS.DWGSTORM XREF: BS Ji Y p-.. �= � XREF: MID-BS-E-OWG Grade New Grade Granular Backfll XREF; STORM DWGExisting 1 2 4 3 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 15 I 1 2 13 14 5 16 17 18 19 110 111 112 113 114 15 HOLEY MOLEY SAYS (aiElgIET")� �' �� °a T .`� / o 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO ,�� CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 0000 \ �f' , f ,�� ` FUTURE BLIND 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN cV `� COMPLIANCE WITH APPLICABLE OS.H.A. STANDARDS FOR WORKER a `� - , �, VILLAGE OF WESTCEAY �` SAFETY. A ' ,.' �-'� �, SECTION \ / 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY Cl-�'�� ,� ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. LIJ 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. as � 1-$0{�-a38�-��4� L a CALL TOLL FREE L c f'': �� / 1-800-428-5200 1? _ �' / \\ FOR CALLS OUTSIDE OF INDIANA %4 -~ � '' ti PER INDIANA STATE LAW IS -69-1991. as tv _- - - / �, � Gp � i � __-- � �._ � � y IT IS AGAINST THE LAW TO EXCAVATE i t N `` - -- % WITHOUT NOTIFYING THE UNDERGROUND ^ s LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 0 as K K 00 CN t00"` 12 t { - - _ ` PRECAST CONCRETE t 0802 END SECTION 3 - � C �' BEEHIVE INLET J FUTURE VILLAGE OF WESTCEAY ,1 - STORM STRUCTURE No. I SECTION — ---- --- — I �,1 �- - 000 (TYPICAL) 1 O . tr6l 00 i i aL2�1��r Il. 'moi / N 8 17 i STORM SEWER 9 ST{�2Iw1 MANHOLE I EMBEDMENT DETAIL 0802 TBM #44 C8O2 � ,CBol 1 I USGS BENCHMARK N H + 14 12 3 CUT Y NORTH BONNET BOLT IN FIRE HYDRANT H ROLL CURB INLET EUNI�RDRAIN\_E!E_ C801 EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. i 00 ELEVATION — 893,39 STORM SEWER LEGEND Revisions 1. 02/23/99, MG; REVISED PER TAC COMMENTS. 2. 03/29/99, DCC, REVISED PER TAC COMMENTS. 3. 03/27/00, MG, "RECORD DRAWING - STORM SEWER PLAIN SCALE: 1"= 0' CERTIFICATION FOR 915 _ _ _ _ _ _ w_ ___ __ __ RECORD DRAWING" 00� va Z NOTE: F _ Record drawing certification only for top of costing, Invert F m 0 "f elevations and lengths of pipe. Slope percentage represents v " 9r,: 910 0::0o 100 a calculated figure and is for general information only. Q * Z pLA cv c�t> fes- z z Q.) CN ori V) UJ tri Co 905m �, « ao o �, 905 O o w o r s s __ _ __ ......,.... _ _._.._ ..__ _..._ __ .._,__.. __ _..... __ _... __ ._,_ ., _.. _ __ _._.. ._..__ ... _. __._.. _ _ co r t . _ _ _ _ _. ......_._._.._ ,... _... _ . __ ._ _. _..._ _.._ .___ _._.. _ _ ._._.______. _.__ __._...___... _ _. _.,__ .. _. _. _ __..... _ _ .., ._. ,t _ . _ _ ___ ,._- .. _ cq CN Z tt? Z . S cp tp � _ . _.- _.._ - _ .._ s 0 CN Q 00 s! 00 `# 00} 00 0000 00 E i) icy 0a 00 0 as STATE OF 4 `' E Q add fir.- O ftf) rr / DIAN,. 'Cl'� E Z S' 0000 0, I-- Lil Z i Ar.. "ct�. Z its V) Z 0000 U'? Z o O Z r� �� 70 A AL 9", 0 0 CDr . , cv CN - - co tME CK) a0'_1@1 Lr) t - c�a cN '/rr�x/1t/tttlltsC" z �,�N ZoOc, 0 � o �' ��900 z r r- 00 _ _ ...___._ .,.._...._. _.._ ___._.___ ._..._._, .__,__ ___ _.___ __ .._._ _._ r__. _.__,.__ _._,_,..___...._,_ .._,_ _.__._____w.. _.._._ ___.__ ______..__._ _._.____.___.____ ._,_.__-___ � cov o W oo 00 z _ - DATE: Oo < o 00 Z® N .r r I-- Q Z Z O LJ Q ZZZ z c> z z `c > > > _ o CERTIFIED BY 89" 5 Cn C:) 895 _._ ------ .. . . . . . _ .__ . . THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN INTELLECTLIAL PROPERTY OF THE SCH ~~ ry CORPORATION AND ARE NOT�TO BE USED OR REPRODUCED IN W40LE OR IN N DER D PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION, D ^^0 1998, The Schneider Corporation 890 ----------- ---------- ------- ------ ---- --- - — -------------------------------- e 71' _ Schneider 885_ Slbon -4t�'i� 1 5 i 15'RCP ---- --885 • NP 884 50 _ .. _ _ _.._u_ _._ _____ __ _. __ .___._v.____,_______�__..___ _.._.___ ______._ ___ __.__. ______._ __.._r_.__.___,__... ____ __ ._.__.__ _ __._9 ., _..__. __._.___._____.. _ . _ __._._._.....__ _ _. C ___Coipora 24 RCP 28 12 RCP RCP -- �' 225` 0.139 0.49% fl.99� 345' 15"RCP C 0.299 7° 00 21"RCP 12726 Hamilton Crossing Blvd. Engineering 2RP _. _ Carmel, l, Inda Surveying 029%gQV 880 Landscapee Architecture � .___ __.._____ 317-574-3797 GIS e LIS 0.079 z 317-574-3799 Fax Geology ?87 �j 875 Formerly Schneider Engineering Corp. /Bohlen, Meyer, Gibson 8c Assoc.. aJ . _ {_. _... _ .__. _....._ , . ___ __., , __.. , .. , . _ _ .._ _ _. _ .._.�_., _.. __. _.. ..___. . _ _ ._. BRENWICK DEVELOPMENT CO. Village of estClay B ECO D D AW11 G Section 12001 STORM SEWER PLAN f Date Project No. Drawn Approv. 08/21/98 1238.1201 BET, MG SEWER PROFILE 4V;C7,1.7iA.irG'1 i'lAGO U11GGL l�V• 1 �T-rr J: \1238\1201\DWGS\C6O2.DWG VpL«.— XREF. 1201BS.DWG XREF: 10098S.DWG (Saz SCALE. XREF: MID-BS-E.DW`.: a XREF: STORM DWG//%�, Existing Grade New Grade Granular Backf{ 1 2 1 3 4 1 5 1 6 7 1 8 1 9 1 10 1 11 12 1 13 14 1 15 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 14 1 15 HOLEY MOLEY SAYS DON'T M DIG 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO M CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. BLIND C_ o2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN 266 COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. L 278 265 0 10 CALL TOLL FREE L A61 1-800-382-5544 L 1-804428-5200 6.0 000---_ FOR CALLS OUTSIDE OF INDIANA 0 610 M, 000 PER INDIANA STATE LAW IS -69-1991. % SSD IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING 61 DAYS BEFORE COMMENCING WORK. 608 H 00 WAz 60 N 1 VF K zzzz zz;z Z-- K MONS 264 CK C <'o 279 60 USE 11DOND 63 613 245 F-- PRECAST CONCRETE END SECTION J614 BEEHIVE INLET 0% S Vd �0_ 17 STORM STRUCTURE No. I 280 (TYPICAL) OO Ba q(CH_Hh&AR11K 616 302 STORM SEWER 9 281 8 17 STORM MANHOLE EMBEDMENT DETAIL 0802 TBM #44 C802 C801 USGS BENCHMARK H,\ 290 ROLL CURB INLET PIPE UNDERDRAIN 13 CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT H A63 \��C801 C801 EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION - 893.39 STORM SEWER LEGEND Revisions 1. 02/23/99, MG; REVISED PER TAG COMMENTS. 2. 03/29/99, DCC; REVISED PER TAC COMMENTS. 3. 03/27/00, MG, -RECORD DRAWING" STORM SEWER PLAN SCALE: 1 "=50' CERTIFICATION FOR 915 C> UQ 915 UQ "RECORD DRAWING" ---------- ---_----------- --- ----- ------------- ------ ------- ------ -- -- -------- -------- - ------- ------------- ------- --- ---- - --------- ----- - -- ............ CIO Co to to U-5 Lci 0000 F U -J 0000 NOTE: Ifi. U-1 :,R_ Record drawing certification only for top of casting, invert F U) co oil UJ elevations and lengths of pipe. Slope percentage represents 00 — Z J 0000 9 10 a calculated figure and is for general information only. 00 — 910 - --------- ---------- — ------ ---- ----- - — ------ . ...... . 0000 ZD c'00 44 -4 - <CX) 00 00 CD 000000 'A Vi L,4 7///% �Y= Uzi .......... V> C) cl) :2' - re) ff) f?� >::�;; 'o 905 V) C-4 cn c6 Ix 905�. '0*"'. 9800085** ,c,r> <Y�- C6 to UJ co Co co 00 Co 00 00 U') WI ca 00 C* 00 C> .4. 1� 10- STATE OF --------------- ------------- 00 L6 Ui C> 0000 00 r- 1� 0 E cn:Z (0 . UJ :r 44 < % 0000 E V):Z1 '< a = W 0000 00 do OR ....... UJ M t-) oo 00 W __J LH 0000 44 co z: C14 U') �Z_ U) C) p� >: >: >: 0000 CO 00 00 �f1/0 NA1_ T_ 00co 00 CO 00 0% -00 CD UJ Co U-) z: M M 0i C5 UJ 900 01HR t__ -z 90U C" of co M L6 00 00 to Z -- -- ------ 00 00 ---00----------- ---- _ L6 C-) C_3 c6 C-4 C14 00 00 gL" 'u-) z: DATE: cV SO to 00 Co C) C) 30 ,2 M M M 06 M 00 rt coo. Oil> 00 >: >: C.> 00 7D CD 00 F-= CERTIFIED BY >: T I cr- o6 C5 UJ =) 00 00 z: 0 C> 00 z: :Z1 00 C) C) C> z: Cn Z�;Z W (.0 . W 4 f�� -_: >: co 895 co oo C> C> __CD 8 9" 5 cl� :z: �2 - ------............ ...------- ---- --------- -- ------ --- ------- .. .... ----- THIS DRAIMNG AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED p� >: >: >: HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SOiNEIDER U.) z: z: UJ D to CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN MOLE OR IN C) PART, WHOUT THE WRITTEN CONSENT OF THE SWNGDSR CORPORATION. D cn;Z, (.0 <C e%9^ - - - - - - - - - - - - - - - - - - - - 1998, The Schneider Corporation -------- --- 0 L) C --- -------- ------ I ne 8 &4melder 85 12 RCP 15 RCP 28� -96' La)r- 18"RCP E 885 ------ --- ------- -- ------------- NP=884.50 0-407. _jG.407.- 0.76% 9 0.277. 1701 0.38% 281 21"RCP 12 RCP 12 RCP — 15RCPN =884.00 Corpora on C 15 RCP 198' 0.337. 21"RCP j6e- -4-397.- 1731 18"RCP 0.46% 18"RCP 52' 45, 42' 43' 0.45% 12726 Hamilton Crossing Blvd, Engineering 0.76% 0.23% 0.32% 0.44% Carmel, Indiana Surveying 880 00 00 880 46032 Landscape Architecture 00 CD -- ----- ----- ----- ----- ---- ---------- ---- C-) 317-574-3797 GIS a LIS 00 :,> 00 0- 317-574-3799 Fax Geology 00 875 STORM SE W.. ER 875 Formerly Schneider Engineering Corp. Bohlen, Meyer, Gibson & Assoc. B ------ ------ ------------- ------ -- BRE CK DEVELOPMENT CO. Village of WestClay RECOR RAWING Section 12001 STORM SEWER PLAN Date Project No. Drawn Approv. 08/21/98 1238.1201 BET, MG Lni__ 01_1 HOR.: AT- STORM SEWER PROFILE %,VLUy%k'.V,& rjava ourIVII 11M. A J: \1238\1201 \DWGS\C603.DWG Z 1 =50' XREF. 1201BS.DWG XREF: 1OO9BS.DWG SCALE. -- ----------------- --- V////// $1 VERT.: 1 =5) XREF: MID-BS-E.DWG Existing Grade New Grade Granular Back ii XREF: STORM DWG XREF: 1202BS.DWG 1 12 3 1 4 1 5 1 6 17 8 9 10 1 11 12 13 1 14 15 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 12 1 13 1 14 1 15 HOLEY MOLEY SAYS DON'T M DIG 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO M 6 CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. BLIND 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN 300 COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER i SAFETY. J 00 > 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 293 292 1-800-382-5544 L CALL TOLL L 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA COMMONS PER INDIANA STATE LAW IS -69-1991. IT IS AGAINST THE LAW TO EXCAVATE 299 WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. K K 295 62 eT 298 296 1 1 297 _2'\� PRECAST CONCRETE e VtFO2TEND SECTION COMMONS" J e BEEHIVE INLET J BLOCK "B STORM STRUCTURE No. I (TYPICAL) COO 62 62 STORM SEWER r9 /8"..V �17 STORM MANHOLE EMBEDMENT DETAIL �102 ------ I I TBM #44 0802 C801 USES" BENCHMARK H f62�. 14 12 ROLL CURB INLET PIPE UNDERDRAIN 13 CUT X" NORTH BONNET BOLT IN FIRE HYDRANT H \ C801 EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE ,740 ��Cloi FARM ENTRANCE. STORM SEWER LEGEND ELEVATION - 893.39 Re -visions 1. 02/23/99, MG; REVISED PER TAC COMMENTS. 2. 03/29/99, DCC; REVISED PER TAC COMMENTS. 3. 05/11/99, BET; ADDED DEBRIS GUARDS TO A746 & A747 PER COUNTY SURVEYOR. 4. 03/27/00, MG, 'RECORD DRAWING - G STORM SEWER PLAN SCALE: 1"=50' G CERTIFICATION FOR 10 91 uf,� I ---- - - ------- - ----------- -- --- --- ---- ---- ------ - ------- - ------ --- -- ---------- "RECORD DRAWING' NOTE: F a C� F C14 C14 NRecord drawing certification only for top of costing, invert 00 905 F_ 00 00 00 co 00 elevations and lengths of pipe. Slope percentage represents LO Uj a calculated figure and is for general information only. 7-1 =-?- 905 - ---- ------ LdCo aUJ 00 cr_ M C114 (0 . < z: 900Qct: 900 No. U-) C) --------- --- ------ --- ---- ------- ---- --- - ---- --- ...... ----------------- -- ----------- - 3 9800085 cr -5;- zl_z�z: U*) — — — W C'I C-4 soq 000q -�O_ STATE OF __J SO co COO 0000 1 00 co co 00 to C> 0000 C) 0000 E W 3-- _r W 3�_- E UJ < M ICI -11 11" C) M '02 2 Lo C114 C*,414 014 895cr_ A� 89UJ5 (.0 UJ C� Cal ;1r, co- ------ -- - -- ----- ------ V) 00 co DATE: 00 L0 2M 00, ZZ C) _< C) Of >: ry >: >: CERTIFIED BY LJ LL, :D Cr) F- z: _-Z >: 890 8g0� -------- ---- ---- -- ---- - ----cn------ - - ---- ---------- . . ...... .... THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HERON ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER D CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SWNEIDER CORPORATION. D 885885 1998, The Schneider Corporation . .. .... ... ------- - . ..... --- -------- ---- ----- --- ---- r1p rT_`I_9 i I ne _9427. 27"RCP Scbnei er 296' 0.147. 0 C1 10' STUB10' STUB 88U bon ---------24" RCP Conoora C INV. 882.90 INV. 882.90 1 C 1*2726 Hamilton Crossing Blvd. Engineering Carmel, Indiana Surveying 875 875 46032 Landscape Architecture ---------- - ----- 317-574-3797 GIS o LIS 317-574-3799 Fax Geology 85 7 0 STORM Fm 5`E1W"W ER 870 orerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. -- --------- ----- -- ....... ------- - BREMCK DEVELOPMENT CO. Village of WestClay Section 12001 ECO D AWING STORM SEWER PLAN Date Project No. Drawn Approv. 08/21/98 1238.1201 BET, MG rt STORM SEWER PROFILE 13�aallq_f p VVLLLFU"V1 1711va ollvv%, INV. A J- \1238\12 01 \DWGS\C604DW HORZ.- 1 =50' XREF: 1201BS.DWG XREF: 1009BS.DWG (5(0)d4 SCALE:- $) ) XREF: MID-BS-E.DWG VERT.: 1 -5 L Existing Grade New Grade Granular Backfill J XREF. STORM DWG XREF. 12026S.DWG 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 12 1 13 14 15 1