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HomeMy WebLinkAbout041-99 SP VOWC Sec 3004 Development Plan.1rn rn LC) (U Ln N 0 T ti -s 0 o� a a i v 0 0 M i oa m N 1 2 3 4 5 16 7 8 9 110 11 12 13 14 15 �•\�Aii I 430 1. ALL GRADES AT BOUNDARY SHALL MEET FkSTING GRADES. A I r/ // / \ \ / //Xr �Oh - I - 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE _ CONTRACTORS RESPONSIBILITY TO CONTACT THE OWNERS OF TC- 902.32 THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR / /r/ 27' ;�.;:,.•�.g k;r,a. :«._ .»«..+,�.�w,�,�,w�w.-�..•�; �...:..�,,.:.:• ., ,: .. �„_, . EACH UTILITY BEFORE WORK IS STARED. THE CONTRACTOR / �/ �C?� 11✓ \/ / r \ ;`{'_..¢'''.,{', : ; _ - - >> SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF / \ \ - - 11+00 . G ENVILLE _ _. �RENV : ,..._ = r _ �- /LLE c s, \ I ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE // / STREET j0`c i PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUh :,::.,F,i,.. we ..O,fi•1►+j'•l.' .._.. sii...,..,...:wFt,.u.'ww.;r3.:.wi;w.i.nil i. ww.,•::.1:.w,kw.Fwwai'.:.., w•,+wm,... ...,. •,� �\ � \ /, / / ••,- \ � � ti 1 ., �.. .�..,..._.._. .._ _ ...._....._-_-_.__... ._. _.___.. _ ;;�.. � -6-.. __._ _ __. .._-.______ ;r \ ���• ___. - 3. STANDARD SPECIFICATIONS FOR THE HAMILTON COUNTY I R L �/ \ \ // rr / �.� �k8 o �, lc, ��� SURVEYOR SHALL APPLY FOR ALL STORM SEWERS. \ / 4. STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP REGIONAL WASTE DISTRICT APPLY FOR ALL SANITARY SEWERS. L 'r / // \\ \ // / / / TC 903.30 , . I 900.0 '. t'' ��• � �'�' 1 \ / \ / p / 5. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES 902 soo•o , _� I RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. \ ASSUMED NORTH 6. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN AREA LLJ ` c ` " ' PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY 899'5 SCALE: 1 =50 i LLJ J" \ COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED �.,� •\ / / ANY LOCATION OF PRIOR TO EXCAVATION FOR FIELD SERVICES. •• 1 \ �-� •. �\ \Q � • \ , •y � � ,;;_:: �• d r, , .�: � `� �' 7. SERVICE WALKS SHALL BE NON -REINFORCED CONCRETE 4 \% ,; BLOCK B ,5 // \ \\\\/ \ THICK AND 4 IN WIDTH. // \\\,`��� \\j i' i 901,0 m' . 8.5 `� 8. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT \ // / �i \ \j\��i �� 899.0 / ----♦'--- Existing Storm Sewer TO BE CONSTRUCTED BY OTHERS. C g g0t 0 9, EXPANSION JOINTS AREA TO BE PLACED AT ALL WALK \ / r / t;\� �X �: <:.. 8 INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. C/ New Storm Sewer x a \ SIDEWALK SCORES AREA TO BEEQUALLY PA T N S DSPACED BETWEEN D V " » EXPANSION JOINTS, CONTRACTION JOINTS AND DLOCn'' .0 Existing Sanitary Sewer PERPENDICULAR SIDEWALKS AT 5' INTERVALS OR LESS WITH " t.0 I TC= 897 _ 7 \� ;. New Sanitary Sewer CONTRACTION JOINT EVERY 20' OR LESS. /' •, / �G �x x ''•;; a TC=897.00 10. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO ox --- ExistingContour CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. \' \' \ X ELEV 11. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE 0' R/ ;• / ' +"tQ DESC Existing Elevation PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A, 18' 2 a e9 �s w/ description STANDARDS FOR WORKER SAFETY. \ CP 9 i 0 ` 12 CONTRACTOR HAL MINIMIZE DAMAGE 0 EXISTING TREES, ._ �\ \\ \ / a�• �' ` ' • i _ _ � -- �_- C SHALL N D T i New Pavement Grade 13. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE SCP j fr .. 897.5 N a CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES `r, �x� so3.o 13 oao.00 All Other Finish Grades INTERCEPTED TO BE PERPETUATED INTO STORM SEWER ® B CI `` B 6 SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN - N Q Storm Structure Number WRITING THE OWNER AND THE ENGINEER IN ANY +o 7+00 5' OF t 5' RCP � 8 4 m Q - - I ' CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. WF "� t ,�� 896 a i @ Sanitary Structure Number 14. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 A" ro E ryP3 a+084i I E TC=g97 6 8990; PERCENT OF THE MAXIMUM DRY DENSITY ASTM D-1557. FII \� �9• \`!q oA� $ { t: ! f I Q I f 122' OF 15' RCP ( ) 903.0 �l `�F \ CSS; / N 4 TC=897,4b g�0__ - - Flow Arrow UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95 \: \ \ \ �y c,9 �•\ �`�` \ Q ® PERCENT r OF THE MAXIMUM DRY DENSITY (ASTM D-1557). Denotes Elevation and 15. ANY UTILITY POLES WHICH LIE WITHIN THE EXTENDED PAVEMEN TC= OOO.p Approximate Pad Size OR SHOULDERS MUST BE RELOCATED PRIOR TO THE \ 73' of 8 PVC p+s6 1+00 +� Tc-ass.o7 z+oo BROUGHTON �TREET 3+00 ipr� a+oma 5+00 +� � � s+ � ---_._ � • ' ,.__. Tc=899.00 � - -- CONSTRUCTION OF THE BROAD STREET ENTRANCE. x 32"'017-12'90 43T OF 8' PVC 4 _ N RCP _ 16. SAW CUTTING PER INDOT SPECIFICAl10NS WHEN CONNECTING T TC -899.00 ^ 1. - - - - 6 Subsurface Drain � A STUB STREET. �o C _ r Revisions • , . - ;�_ 817.4E TC -894.61 7 "' ! � Swde (�,} 1. BET, 04/28/99, REVISED PER TAC COMMENTS 904.o cP UB�d 902.0 - --- RX I B �. l ,� TC=897.39 "' TC- P.46'• 9 0 ' ` 898:0 896 O 2' Roll Curb M �• G I Q ��\ �,' - BLOCK, riP� ,1 899.0 `� ® 2 Chairback Curt) TC=902.7 J� C0M S © 2 Chairbadc Curb so' ^3 B >n » TC=900.23 UNIWERS! GREEN s N w o Gutter - --- e BLOCK A 9os M D N er j �� / �` \ ��. sD1.o 00 Tc- s.00 �, Vdley Gutter \J N I e ��. ® S . l� 50' R W E 6 Standing Curt:) � - � 9 W i \ TC=900.23 r ao 15. 15 8 w ti i 901.0 F -- I �� Q 90 .0 4_ ` c� j: \ lam TC=899.00 � � i'. i`• � B 7 g r �� �_ ����tt(�tu�tJurnrrJruu�uZ�� , \ \ o' •. Tc=+To B - s9s.00 \ N N o. = oo.o - _ a 6I' °° � ` '�• ® �� TC - -W7-46 „I „ -0 9800085 co 15, - 2 \ �• d ' STATE OF :' F �� soD.s - BLOC` I HOLEY MOLEY SAYS �N rn 58 PV11T.- TC= 898.D0 c c .,�ss, �� \\ 60' /w 4, �X $ w DONT !oNAI 70 R W w �onnnunmuut�� 3h' �•. - E TC -898.00 g DIG U' BLIND LLJ s - I' b+ 899.5 `•, oo TC=898.50, 417 c����� 1 .; C� �,CERTIFIED BY 895.0 PO rn ,n CIO �' 14 899.0 899.0t•' THIS DRAWNG AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED oma+ I rn t - TC=897.fi5 pVC \ P HEREIN ARE THE EXCLUSIVE INTELIECTUAL PROPERTY OF THE SCHNEIDER _ __ -� m an ®t TC=898.90 D M r 1T OF 24' RCP TC=898.70 1 _ 1 , TC=897.47♦"� / r CORPORAO�N�IDTHE YA2IARE OTTENOCONSENT BE DOF THOR EPSC11NE1DEiiRODUCED NCORPORATION. *OLE OR IN 228' OF 24' RCP Q� q E PJA. a {ss7.D z *IT'S THE LAW" 1999, The Schneider Corporation TC- 99.48 C 3 9 65 -� 3+00 _ _ 2+ __ x� % B //�/ TC -898 189 OF 8' PVC c GLEBE STRE T B °". 240' OF 8' PVC 0-L_ - Zk __ -_ - - Bu , a ® O O �� CALL 2 WORKING DAYS BEFORE YOU DIG 14 g 41 TC -897.70 9 23' _ \ �� z 1-800-382-55" + 1 8+� M 7+88. 1 _ -_ AlQ CALL TOLL FREE The 846�7+ __� 6+00 5+00 4+00 \ - � PER INDIANA STATE LAW iS-69-1991. • 8 6 59' OF 18' RCP TC=897.61 102 OF 30 RCP E�tt 0_897 1 / ) I IT IS AGAINST THE LAW TO EXCAVATE Schneider 00 WITHOUT NOTIFYING THE UNDERGROUND � $ ;d C B r° TC=897.00 � � ' � • N U 31' LOCATION SERVICE TWO (2) WORKING Corporation TC-897.00 \ ��j, / O 895.0 ILL DAYS BEFORE COMMENCING 'WORK. TC .75 t=89?.75 ' �� �'f / TC=894.60 TC=894.60 TC=B94:60. �� (,� / 12726 Hamilton Crossing Blvd. Engineering \ F<C` �Q �S , RCP Carmel, Indiana Surveying ' OF t5 P 46032 Landscape Architecture M C Tc�89a.7D , _ 317-574-3797 GIS s LIS 29+81.78 B 294 R 4 2a+ - HORSE 317-574•-3799 Fax Geology ,•� � °' � � � ®. � � � ROAD Z � I g ® o Formed Schneider Fu iueerin Corp.Bohlen, Meyer, Gibson & Ass( TC=894.63 dro ' N 151' OF 33' R J ' TC=694.60 BRENWICK DEVELOPMENT CO. B I .. s ` r.. i�. ��s,l \ 77' OF 33' RCP 80' OF 33 RCP 16, _ Village of WestClay cn 'Pcb TC=894.60 TC -894.60 -' Q if, % \ / g \ 16. ���� � Section 3004 ? 70=8 4.60 LLJ TBM J'44 DEVELOPMENT PLAN USGS BENCHMARK Cr)- 'ijn RD f100 SOUTH OF R DGE CUT 'X' NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER LA B TC -894.60 '� FARM ENTRANCE. Project No. Drawn Approv. _ Date ro �g 03/19/99 1238.3004 BET, MG ELEVA110N - 893.39 +' Computer Files Sheet No. A _..., _ J;\1238\3004\DW'GS\C101.DWG XREF: MID-BS.DWG, M DSBS DE.DWG ¶ _ XREF: CA9.DWG, CA10.DWG XREF: CA12.DWG, CA13.DW A A -7 A n 1 r 1A 1�