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HomeMy WebLinkAbout06120094 Site Plan (2)� . . - ------------- - - -------- ------------ - - ----- - ----- - ---- I�- - ----- ------------- �� �I II ii �� I � i - -- - -------------- -- ---- --- ---- ------- ----- -- ---------------- - -- ---------------------------------- li ' , �i � I� I II i �� I II � I i II �j �', � i � � � I � � � i i i � I I � I i � i I I i I i i I ; � I � � I � � t i I � � I - 1 .� �J � r;,1 _ _I I � � i i I � I I - � i � I II � �� ; I I � �i li � I I � i ' i II M - M e � -- r ....................... .... ..... N � w a-�-! r +----�b"-DIJCr'ILE P E°" -�-� 7����������A�����������������iMM�• 16" BUTERFLY VALVE � � n"'n " °° � �E 1 �,_�,�.� sa-m�su� 0 � fill-!IQ - !IN AAiOI � � ( � � s I - m�-� - eo :crsti � IS 4) i -IASE 1 014 (13) 65 mi-n - eo ----- ----------------- - - - - - -- -- � i i � � i STORM PIPE DATA TABLE UP STRFAM DN STREAM PIPE PIPE UP STREAM DN STREAM PIPE PIPE PIPE EX I ST I N G L E G E N D __. _ _ - -.. . -... _ __._.__. . _ _ _-- - _._ STR No. STR No. TYPE SLOPE INVERT INVERT SIZE LENGHT CLASS ..._ . __..__._. ., ___._... ....__... _ __..._.__.______..._____.._____.. ____. _ ,____.. _.. LIGHT POLE e WA - _ STR 1 „ STR 4 PVC, 0 20%0 , 898 29 _ 898 65 18' 182' III �S UTILTIY POLE � ELECTRIC METER STR 3 STR 4 PVC +0 28% 898 85 898 65 15 72' III .__. .... _ ._.w . ,._ . . _. ... ._ _..__ . . _ . _._ .-_-._ �. __ ._ _, � SIGN C� GAS METER STR 5 STR 6 VC 0 33% 898 72 �� 899 02 15" 91' III STR 4 STR 5 P PVC 0 39%0 69915 699 56 12`' 106' III MNQ MANHOLE �[AT[H BASIN �- GUY WIRE � NILET STR 6� STR 6A �PVC � 0 32% 899 56 �� 899 95 12' ���� 12T � III STR 6 _ STR 16 ,_ RCP 0 50% 900 55 90100 12' 90' III -OHW-OVERHEAD WIRES Moe• o RIGHT OF WAY MONUMENT STR 7 STR 9 PVC 0 47% 90124 90145 � 12 � 44' III -X-X FENCE MONITORING wEIL . _. _ _ � _. _ � - - -� � _ -- - STR 10 STR 17 RCP +0 25°io 90125 90105 12 ..78. III C �EaNOUr w�TER v�lvE STR 11 STR 11A PVC +3 35% 90160 � 900 40 11 ' 36' III F � c D4 _ 4 PARKING SPACES � O F�tE HYDRANT STR t2 STR-12A � RCP 6 35% 894 75 895 75 v 15' 16' III __ _ _ _____ __� _. _ _. � - � � - �__ � � s� - � _ __ . _.__ _ _ _. �.. _. _ . .� �o. . _ _._ _ _ _, __ _ r _-_. _ ___. _ _, _ __ _ _ _ Q'V GAS VALVE R RECORD DISTANCE �tAi sw s� - srs - s+n STR-12 STR-13 RCP +0.27 /0 894.58 894.00 15" 21P III � �% �. __ _ _ . _. _ _ �. �.. � � , �, �... A np![ WI _w' � � -- -- -- -- R . � 1 �TH STREET - ---- -�--- � - - _ ._ +0.50% _ 90140 _ 90110 _ __12 60' III BOLLARD �M%MEASURED DISTANCE i BEARING � STR 14 STR_-15 _ RCP __ _ . , T� � - _�� -� 1-�---° �rr��rr�rr������������������������������������������������������������������������������������ �Q b TELEPHONE/TELEVISION RISER __ "" �� o► a+t s m , 16" BUTERFLY VALVE +■ � , �* � � m � 16" BUTERFLY VALVE � �. �.... r r ■�� r � r v r r r r v v r r r r v r v r r r v � �L�TE� - - - ' ■-" - - - - - - - - - � - - � -16" DI�TILE PI{�E _� - - - - - - �-t� n.s u� � �ao - -ru`- - � _'?�'n�r� - - - � ���������������������������������������������������������������������������������������������������������������������� � � I ( � STORM STRUCTURE TABLE _ _ � STR 1 END_ SECTION _. _ _ . . � _ __ . --_ _._ �. INV , IN ELEV N- 898.29 _ ----- ------ __._________.._._�_---- .._.__.___....__.. ' STR-3 - INLET LL � � CASTING: _ _ - -�...- -. . _ _ _. - -- - _ __ _ _. T C = 903 05 - - R-3246 . _ _ . _ . __ _. _ . ._. .___ . _ _ __.. . _ _ _._._ � INV OUT ELEV E= 898.85 ._ ... ._ ._.. __... __. _- . . _.. _.. _ . _.._ _ �_. .._._ _ .._____ __.._ ___. .__. • • - � _ _ �NEN%�BVILDIN(3` � STR 4 INLET CASTING _-_ �_. e. _ ___ �__ i �c b,p'I� _ ,�---_; ,. T C_ ,_ 903 00. _ R-3409 9'` �� ' ; ;• ""' INV IN ELEV W 898,65. � � ( : ' ' , °1 � INV IN ELEV N 898.72 _ _ _ . . _ . _.r. � _ _ _. _-- __ _.__ _- __ _ _. . ._._ , , � _ INV, OUT ELE,V S =__898.65_ _ __ _. _ -- _._.. _._. .... _.. -- � � � STR-5 INLE,T _ = CASTING . . . . _ . ...._ __ ._ . _ , _._ T_C. = 903.31 ,. R-3246 � l�\ j INV. IN_ EIEV._.N. -_ 899.15.... _ __. _.. __ INV._OUT_ELEV_S =_.899.02 _ __ _._._ __ .. .__..�.__ __._ i FUTURE BUILDING �� � N , -_ STR 6 INLET __ jASTING:. _ �' _ 4 \ � T C _- 903 36_ __ _ R-3246 -. - -- . _ _ __ - - - - __ - - L---------- 0 .003 rn INV IN ELEV__NW_. 900.55 __... _. _._-._ ____. ___...._ ___,. . . � 3 _INV IN ELEV , W -__899.56 _ � � -_. __ _. _ _ __._ �_ _ .. �. .__� _ _ ._ _ - .. _- - INV OUT ELEV S= 999.56 _ ._ ___ __ . _. _-_ _ _ . _ .. -_ . ___ _ � N �' -� S"�' I N STR 6A END SECTION __ f � � _ _. _ _- � INV OUT ELEV. E 899.95 _ __ M _ I �sn-t - eo ats I r . _ _ ___ ___ ,.,,t�„� o STR 7 END SECTION I N INV_ IN ELEV NW 90124 � _ _. _ . _. , . __. _._ .._.. ..._. ■ e � p I � I � e � p I n�x a uc a. n,.. a � N - 00 $11711 � STR-9 - END SECTION ■ _. __ _- .---. __._.,._._ ------ ._- -_ _ _ . � INV ,OUT ELEV SE__. _901.45 _ ___. _..._.� .._... __ �._ _.. _. _ ._ _ �. ,___ . . ._-_.__ _ _ ._ _...-. . ■ STR-10 END SECTION� � �___ _ _ __ _ __ _ , � INV _ OUT_ ELEV _ NE__ _ 901.25 �� � , _ __. __ __. __ _ _. _ __ _ _� __ � STR-11A END SECTION � INV IN ELEV W 900.40 . STR 11 END SECTION � � a_ _ _. _. .... � INV �� , _ OUT ELEV_ E 90160 _ _ _ __ ____ ___ ___ _ _ __.. _. __ __ _.. ■ T.C. -. STR-12 „_ INLET __ SEE OUTLET_ CONTROL_ __ ____ _ „_ _ ____ ..__ ..__ _ � 90000 STRUCTURE DETAIL - _ _ � � � � � INV IN ELEV NW 694.75 _ _ w�� � � "" INV OUT ELEV SE �694.58 � _- _.. _. _ � STR 12A END SECTION „ , __. __ _ . __ _. _ . � INV OUT ELEV SE 895J5 � _ _ _ . � _ . - _. _ _ ■ STR ,13 END SECTION 13 _-_ - ____ __ _ _ � INV _IN ELEV NW B94 00. �, _ _ _._ __. _. � � - -- - - __ _ I STR-14 END SECTION _ _ _ . s s,. INV OUT ELEV E 90140 _ __ __ _ _ __ _ __ __ __ __ __ __ _ - :���`� � ' '="r� STR-15 END__SECTION __ ,.■.."" � �� - �� � INV IN_ELEV� W__ 9U1.10 • I '••.�.� STR 16 END. SECTION � � ��� � � � � ������������ �• • ■��������������� • ' '���� INV OUT ELEV SE 901.00 _ _ _ - � R a w u��� •�� .s .�$,a, STR 11 END, SECTION ^ . .._ _. _ .._ .._ . _. ..__ _ _. . .. _ .. � �� •• INV IN ELEV SW = 90'I_05 .4! T.C. = 900.1U INV 70"RCP W = 898.54 INV 10" E = 898.58 - 011 (10) � � I • � r I . �, � N ( � M I s�. �x e g • r.c. = vaosz NlV. 12" RCP 5= 898.03 � u u -' T� n T° n�--� u u- � J /f_ n / o � � �, »�.-"�_ *� '�„'�n �-� � �� �- n n n - �-��-�-Q'� � '� � �' �' �'�' . � �'-- n " n . � � � � - ec �x E CURB �• ��B u u y� - n n n - n n n � . . - � � . EK CURB m.� .. ��� no.oe � T.C. = 903.56 T.0 = 900.91 INV. PVC W= 893.92 �� ��` RCP N= 697.76 INV. PVC E= 893.83 INV 12" RCP 5= 697.68 7, � 903.n . e' M = t9232 �.�=,�.20 T.�. _ .64 NV 12"RC S= 897.76 O O� 002 � ca)- � � 003 � (7) r T.�. = e�-�o ��. q!M tt" RCP N= 846.09 Ijl� ■ ■ �I i �I � i li � � � ' ' � OVERALL UTILITY PLAN II � i I � SCALE: 1" = 100' � i i i I i II, � �I � I � i I � � I � � -- -- -._. .- - --- . .. ..-- --- SANITARY STRUCTURE TABLE -- _ _ _ _ ._ ___ __ __ _ _.. _ ._ _ .__ STR 22, - EX, _$AN. MH _ _._ _ _T C 903 56 , a _ __ _. _ _ _. _ . __ _ - --- --- _,INV__IN ELEV, _ _ 994 OB_ __,. _._. __. . _ . __ - - -- -- SRT-501 GREASE ' T T.C. = 904.10m �M M SEE DETTRAP LL__ AIL _�« _ � __ _____ _ �__ _ -.___, __ _ __.._._. -___,__ _._�______.____---- _._.._ ___ _INV IN ELEV = 899 63_ _ . _ _ _ _ __ _. _. _ _- INV OUT LEV -_ _899.63 _ _ _ _, _ , _ _ _ _ _ __ ____ __ ELEV - .899.63 - __ . _._ __ ___ . _.___ -- _ _SRT 502_ _ -PUMP STATION _ T C 905 22 ._.... SEE DETAIL _)NV IN ELEV .. 898.99_ _ . _ __ __ _ .. _ INV IN ELEV 898 99 _, -- _.. _, ___ _u. _.. . ._ INV OUT_ELEV =_ 898.99 , _ SRT 503 _ _ . . . _.. _ .. _ � . _ -_.._ � - - T C. _ 904 09 _ _ _.. _. .. . ..._ __ _,. _.__ _... _ __ ___.___. INV IN ELEV 894 BO INV OUfi ELEV - 89415_.. _. _ .._ _. _ . _. __ _ _._ _. __._ _ __. ... _. _.. _. _ . ;ISTING CONDITIONS / TOPOGRAPHIC SURVEY WAS PROVIDED BY Bledsoe Tapp 8 ggert, Inc., PROIECT N0: 5340(2733B) DATED: NOVEMBER 2, 2005. PROPOSED UTILITY LEGEND - � r- WATER - 16" DUCTILE PIPE -,a �a - TELEPHONE - w w - GA$ LINE a a UNDERGROUND ELECTRIC s s SANITARY SEWER s ■ ♦-- SANITARY MANHOLE : ----i �' SANITARY SEWER CLEAN OUT -.� a� - STORM SEWER - n� ■ - STORM SEWER INLET - � �* ---/ PIPE END SECTION UTILITY NOTES 1. SEE MECHANICAL PLANS FOR LOCATION AND SIZE OF SANITARY DRAINS, WATER LINES AND FIRE PROTECTION WITHIN BUILDINGS. 2. COMPACTED GRANULAR BACK FILL REUUIRED OVER ALL UTILITIES IN PAVED AREAS. 3. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE ALL 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 AND FACILITIES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 4. RCP = REINFORCED CONCRETE PIPE CLASS 111 PVC = POLYVINYL CHLORIDE - SANITARY SEWER - ASTM D-3034, SDR-35 HCSP = HELICALLY CORRUGATED STEEL PIPE - 16 GAUGE ALUMINIZED 5. FLEXIBLE PIPE TO BE INSTALLED PER ASTM D-2321, CLASS 1,2, OR 3 BEDDING. RIGID PIPE TO BE INSTALLED PER ASTM C-12. 6. 10 LINEAL FEET OF 4" SUBSURFACE DRAIN REUUIRED EACH WAY (UPGRADE) FROM ALL STORM INLETS (UNLESS OTHERWISE NOTED ON PLANS). 1. FOR SITE DETAILS SEE SHEET(S) "C10.0". 8. FOR SITE SPECIFICATIONS SEE SHEET "C9.0". 9. FOR SOIL EROSION AND CONTROL DATA SEE SHEET(S) "C7.0" &"C8.0". 10. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF CARMEL STANDARD SPECIFICATIONS, LATEST EDITION. 11. THE SANITARY FORCE MAIN WILL BE BORED WITH AN 8" BORE OF SDR 21 YELOMINE PIPE. 12. STR-503-GREASE TRAP, SEE DETAIL ON SHEET C10.2. 13. STR-502-PUMP STATION, SEE DETAIL ON SHEET C10.1. t4. 2-14 GAUGE TRACER WIRES WILL BE INSTALLED WITH 1" POLY PIPE. 15. ADD 3.0' STONE SHOULDER 6" DEEP THE ENTIRE LENGTH OF THE ACCEL/DECEL LANES AND THE REMAINDER OF THE ENTIRE LENGTH OF THE ROAD FRONTAGE FOR THE SITE. 16. ADD 6" HDPE UNDERDRAIN PIPE ALONG THE LENGTH OF THE PROPOSED ACCEL/DECEL GRAVEL SHOULDER. CITY OF CARMEL WATER UTILITY NOTES 1. AS-BUILTS, WHICH INCLUDE BOTH SEWER COLLECTION AND WATER SERVICE MEASUREMENTS ARE TO BE TURNED INTO THE DISTRIBUTION AND COLLECTION OFFICE, 130 1ST AVE. S. W. CARMEL, IN 46032, AT THE TIME TNE WATER IS DUE TO BE TURNED ON. 2. MARK THE WATER SERVICE STUB WITH A 6' PIECE OF PVC PIPE. 3. THE DEVELOPER'S CONTRACTOR SHALL BE BILLED FOR ALL BACTERIOLOGICAL LAB SERVICES. 4. FOR WATER SERVICE AND SEWER LATERAL INSTAILATION: LOCATE THE MIODLE OFTHE LOT AND INSTALL WATER 5' LEFT Of THAT LINE AND SEWER 5' RIGHT. 5. ONLY MUELLER HYDRANTS AND VAlVES MAY BE USED. 6. ALL MANHOLES MUST BE COATED. 7. INSTALL BLUE REFLECTIVE TAPE 18" ABOYE ALL WATER MAINS. 8. POSI-CAPS OR THE EQUIVALENT ARE REUUIRED ON ALL WATER VALVE INSTALLATIONS. 9. PRIOR TO CONSTRUCTION, CONTACT THE WATER DISTRIBUTION AND COILECTION OFFICE FOR AN ON SITE MEETING WITH THE INSPECTOR. 10. JOINTS ARE TO BE RESTRAINED WITH FIELD LOCK GASKETS. HOLEY MOLEY SAYS tt. PROVIDE A TAP IN THE 16" LINE FOR A SAMPLING STATION, AND INSTALL A SAMPLING �� D I G SAF E LY„ STATION FOR WATER TESTING. � m W a Q � ------- �� � �� ; ` V � �a a , ' � �� �. 3�� H ` � � N� 2 ; ��� ! .. �. C Z�$ W�' g�� • " , , y� �' W ; ��� O ; �!�;,� ��� 0: _�� �; .. a . � �a ma 0 � O , q . -=�t�t. 4� � 1 ��- ,_ - ,:.,_, � ��. F � .- ���d �e:,�.:i.rt,� _ DATE DESCRIPTION -OB-07 FINAL CONSTRUCTION PLANS � I � ��� � W ��„ x � :� � ��� �� . ��_�� � ���G ��� ,. � � _ �_� z_ Z � �� � ♦ ^ * � V % .:•,��� �J ... Z i1 �� C �� L � ���� O � �� � �;�;F� � ���� � � ..���� W �� � � "� , � � �r�«��; " W��=,a,��,�� W � ���..,� :x� W � �:��� � � �;�r�����.� � �;;�>��,�_„�, _ Z �# ���X� � o � �: � �` r ���� U �� �`��;:� M ° �� � � W � � �. �_ % �, J�" "`=� �.� . _� � � � ��e����t W �� �.,� � � �'�: � -�,���� r :� � � •.;-� � m�. � � � ��� � � � � � � J � � � J J � � O � CLIENT NAME: ; PETERSON ARCHITECTURE i e� � - ' 802 MULBERRY STREET, SUITE G i � NOBLESVILLE, IN 46060 , PHONE: 770-9714 � FAx: s»-nas��8 � SAN I TARY P I P E DATA TAB L E m 2005 DeBoy Land Developmern Services, ��. � � UP STREAM DN STREAM PIPE PIPE UP STREAM DN STREAM PIPE PIPE PIPE DESIGNED: BAW APPROVED: MLD i STR No. � §TR No. IYPE S�oPe ii�ivEFt7 ��Ft7 SIZE LENGHT CLASS DRAWN: RCB CHECKED BY: CRP � _ _ _ _ _. __ _ �� � �� , IT S THE LAW � SRT 503 STR-22 SDR 1 +0 42 0 894. 5 _� 894. 8._, "..,, __ 15 ' , [All 2 wORKING DAYS BEFORE YoU DIG SCALE: 1" = 100' DATE:4-12-06 � _.._-- SRT 502�_ SRT-503 -� e„PVC_ +0.42% �_�� 898 99_ ___ 894 80_ �� �, 2' .__ 1000' _� 1-800-382-55 PROJECT NO.: 2006-0001 � __ _ __, _. _, _ . „ _ _. __ _ , - -- - - - _....__ _ _ _ ____,_ _ _. ._ _ _ __� _.__--- - , _ � _ _.. CALL TOLI FREE I __ SRT-501 SRT-502 PVC +0.93% 899.63 696.99 6" �_, 69' ' _ _..._ . ._. ...__...-...._. _.. _._ ___.________ _ _-_..____.. ..__ . _. I ___ __�_ __ _ -.__ _._ _ _._ . _. _ _ _ ...__ ._- _._.__ .__ _ .__ _ ______ _ ___ _.. . ._._ _._. ..._. .-._- - --- - BLDG SRT-501 �PVC +1.00% 899.90 899.63 6" 27' � NORTH � PER INDIANA STATE LAW IC8-1-26. I IT IS AGAINST THE LAW TO EXCAVATE THERE SHALL BE NO WATER VALVES OR I . MANHOLES WITHIN THE PAVEMENT, CURBS, OR WITHOUT NOTIFYING THE UNDERGROUND i SIDEWALKS OF THE CITY RIGHT-OF-WAY. LOCATION SERVICE TWO (2) WORKING DAYS � BEFORE COMMENCING WORK. i - - - - - ---------- -- ------------ - ----- PROJECT: F:\2006\Y006-0001 - Pehrson ArcMtecture - Carmd Synugogue�ENGMlEERING\URAMMGS DMCx C�.O OVERALL UTLITY PLAN.dvp PLOTTED BY: CLAUDE L. HATFIELD DATE: Tw�der•-hmwry 09, 2007 S:i4:41 PM