The URL can be used to link to this page

Home My WebLink About045-02.8� ��1� �\ \\ � f�� \ % �• � _ .` ' ` \. � Fv \ fLr�, (" � � ;. �.� :� _/ ; �' . � ^�i � �� I� _�� ' '. �'. �. � - �7L�Yl ��I� �� r�: � ob �t�- � � � � ��`9 7��. a� �� I\ `'/24^\\ � \ � sa, r � � �? � J � X118 '•� \\ : ' Rl�n: 844.43 \ �� \ �� 2•S, � ` ., � \ . � � � . � �, � c� ��o�� / ` - � ��O��O � � �� \ �P .�,�� 1�� I . �' R �'/� �pRS'�i�G , � \`1 � �• . �' •J� ./ `�Q ��:�1 J 20 ,f � �T / / / aF ¢ / 'sso �C F�,J '��'s�r � � �a< 5�� ' �� ?u1) M: �342.8b � \� �� 12� 123 '�\�B;RCp IE 838.85 �E 838.50 � EXISTING 2 ST�RY Or F�ICE BUILDING r-.�.L=��?.00 � 105� \ RIM: 842.69 _� \�/ i � �� `�.. 'R 842.Oo� f •�. 5 y � �2,5 ro.Ti1 T� ,, � w ;� � �� 1� ,i, /�� / ,�r�� \� 106 \/ �j �841.63 � r !�8 � - TyE R�S�R� �_ ` �� q � SPR�i� --__� �M�<< �,_. _�_-:- `;_ �/ ' ;�° M C •a �✓ , �, • - �� v �" / ; ��J % , � � �\�,� RIM: 842.54 � � �� o � o � a \\�� , �------- -- X i 16� r�� V 'J� �� Q� � � �� '• ., � N N � � � <; / N � �'� N � �Y114; �_ _ . Ri�l 844.32 N �� /\� CONNECT TO BUILDING SEWER. SEE PLUMBING PLANS FOR CONTINUATION. ,-- SANffARY SEWER IATERAL TO BE RE-ROUTED TO AVOID BUILDING ADDITION. � PROPOSED 41,000 SF 2--STORY ADDITION `�`' F.F.E.=847.00 R �`s<,e� ROOF DRAW CONNECTION. ' yQR �`s� SEE PLUMBING PLANS ` �\ �a_ FOR CONTINUATION, i �' . - N �- �-� 18"ST -+ 703 142LF18�RCP @0.39�8�� M 845.45 :: 836.15 � •�r1�� ---- ---- - � � -24"5r 268LF2 ��IP��0.377 30' LANDSCAPE BUFFER � � -- _ T -� --! f- • _�'. _ f � *-! (/, \\ � 704 ��±"=-•• 706 � IM 843.10 CAUTION-�AS L{NE PRESENT. 705 RI $40.70 IE: 835.6Q I�A 641,00 IE: 831.6fi N IE: 835.10 W HAND EXCAVATION FOR STOR�A �E: g34 2Q N IE• 831.66 S J IE: 835.10 S SEWER REQUIRED. IE: 832.W S �,a THE RESERVE AT SPRINGMILL � `. �' `r ', ' J n v �� i i il � / \� �� r �� ''� ��tSi tS�� '�,C� �� i1.7�\.�'�"i ' unu'rtr � Na�s 1. REFER TO MECHANICAL, ELECTRICAL AND Pt�UMBiNG PLANS FOR CONTINUATION OF UTILITIES WITHIN 5 FEET OF STRUCTURES. 2. PRESSURE UTIt.ITY I�dAINS AND SERVICE LINES MAY NEED TO BE INSTALLED AT A DEPTH GREATER THAN THAT SPECIFIED OR SHOWN ON THE DRAWIN6S TO CLEAR EXISTING AND PRCIPOSED CROSSING UTILffIES. IN SUCH CASES, THE CONTRACTOR SHALL 1NSTALL VERTICAL BENOS AS REQUIRED TO ACHIEVE APPROPRIATE CLEARANCE BEfWEEN THE CROSSING UTIUTIES. 3. A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BEIWEEN WATER UNES AND SEWERS SHALL BE MAINTAINED AT ALL TIMES. A MINIMU�A VERTICAL SEPARATION OF 18 INCHES BETWEEN WATER IINES AND SEWERS SHALL BE I�AAINTAINED AT CROSSiNGS. iN THE EVENT THAT MINIMUM SEPARATION REQUIREMENTS CANNOT BE MET, THE CONTRACTOR SHALL UTILIZE PRESSURE-lYPE WATER PIPE FOR THE SEWER PER DEfAIL SA-9. 4, WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 54 INCHES OF COVER AS MEASURED FROM THE TOP OF THE PIPE TO THE FINAL FINISN �RAQE ABOVE THE PIPE. 5. THRUST BLOCKS OR JOINT RESTRAINTS SHALL BE INSTAI.LED ON ALL WATER LINES AT ALL BENDS, TEES AND HYDRANTS PER THE DETAILS. 6. PIPE LENG'fFiS SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES ROUNDED TO THE NEAREST FOOT. 7. PIPE LENGTHS SHOWN FOR STORM SEWERS ARE MEASURED TO THE DOWNSTREAM END OF END SECTIONS. 8. WHERE GRADE MODIFICATIONS (CUT OR fILL) ARE SHOWN ADJACENT TO EXISTING VALVE BQX COVERS AND MANHOLE CASTINGS, THE VALVE BOX COVERS AND MANHOLE CASTINGS SNA11 BE ADJUSTED FIUSH WITH THE PROPOSED GRADE. 9. ADJUSTMENTS OF EXISTING MANHOLE CASTINGS TO GRADE TO A MAXIMUM OF 12 INCHES SHALL 8E MADE USING PRECAST CONCRE(E ADJUSTING RINGS PROVIDED THE TQTAL HEIGNT OF EXISTING AND NEW ADJUSTING RINGS DOES NOT EXCEED 12 INCHES. 10. ADJUSTMENTS OF CASTINGS WHERE THE TOTAL HEIGHT OF ADJUSTING RINGS WOULD EXCEED 12 � INCHES SHALL BE MADE BY REPLACING THE CONE AND/OR BARREL SECTION OF THE STRUCTURE. t t. PAVEMENTS, WALKS, CURBS AND OTHER SURFACE IMPROVEMENTS REQUIRING REMOVAL FOR Z INSTALLATION OF UNDERGROUND UTILRIES SHALL BE RESTORED TQ TNEIR PRESENT CONDITION UNLESS '�� OTHERWISE SHOWN. Q 12. MANHOLE CASTINGS LOCATED WITHIN ASPHALT PAVEMENT AREAS SHALI INCLUDE A CONCRETE PAVED � COLLAR EXTENDING A MINIMUM OF 12 INCHES IN ALL DIRECTIONS FROM THE EDGE OF THE CASTING �� PER THE DEfAILS. � � LEGEND OF PROPOSED U11L�T'Y IMPROVEMENTS �I LlNE TYPE / SYMBOL DESCRIPTION LJNE TYPE / SYt�iBOL DESCRIPTION Q � sEC BURIED ELECTRIC CABLE Q HC TRANSFOR�IER - HVAC Q E AERIAL ELECTRiC � ¢ � PARKING LOT UGHfING I� a �BTC BURIED TELEPHONE CABLE �t � AREA-DIREC110NA1 LIGHTING r AERIAL TELEPHONE 1r � POWER POLE � Brv BURIED CABLE N E � O ELECTRIC MEfER - MANHOLE r/'� � ��I c1v AERIAL CABLE N � TELEPHONE PEDESTAL � eE/'rv BURIED ELEC/CABLE N �Q t� GAS i�lETER - VALUE � E/rv AERIAL ELEC/CABLE N c.00 SEWER CLEANOUT O SEWER FAANHOLES � F FIRE UNE - SIZE AS SHOWN � O STORM SAN(TARY � FORCE MNN � � � SIZE AS SH�WN SiORM SEWER INLETS � GAS LINE - SIZE AS SHOWN 17� STORMI S�NER END SEGTION S SANffARY SEWER SIZE A$ SHOWN p.s.a BUILDING DOWNSPOUT s,.�a S�IRARY SEyiER LATERAL � SIZE AS SNOWN � � � �� BENDS STORM SEVYER II � SIZE AS SHOWN � w U1�111Y FtTTiNGS -g"�p-s"�p SUB-SUfiFACE DRAIN (SSD) ! � WATER VALVES SIZE AS SHOWN W WATER LINE � � FlRE HYDRANTS sizE as sHOwN wo/va�v� w/vr�v� l00 STORM STRUCTURE NUI�BER w AIR RELEIF VALVE RIM 825.50 R1M ELEVATION � BLOW-QFF ASSEMBLY IE 821.5(? INVERT ELEVATION 1�1 POST INDICATOR VALVE (PIV) 200 SANfTARY STRUCTURE NUMBER Y FlRE DEPART1dFNT CONNECTIdN NOTES: SEE EXISTING CONDmONS PIAN FOR EXIS11N6 UTIL(tY FEATURES LEt�END. EXI511NG UTILiiY L1NE lYPES ARE NOTED MI[MIN BRACKETS. -� BC-PICh�IrAARK DATA PROJECT BENCHMARK: U.S.G.S. DATUM BENCHMARK INFORMA�ION: CUT °X" ON iNE NORTN RIM OF A SANffARY 1�{WHOLE flN THE WEST SIDE OF IWNOIS STREk? 5 SOUTH OF TNE SQUTH PROPERIY UNE. B.M. ELEVATION = 844.06 (ASSUMED NGVD 1929} SITE BENCHMARK: CAPPED REBAR LOCATED ON THE WES'f RIGHT-OF-WAY OF IWNOIS STREEf APPROX. 80 FEEf SOUTHWEST OF THE NORTHEAST PROPERTY CORNER. CAP MARKEQ °SCHNEIDER ENGINERIN� C0." B.M. ELEVATION = 845.16 "HOLEY MOLEY ' SAYS CALL AT IEAST TWO FULL WORKING DAYS BEFORE .� 1-8p0-382-5544 YOU DIG IT'S THE LAW � CALL TOLL FREE 0 * 1-800-428-5200 FdR CALLS OUTSIDE OF (NDIANA TAC Submittal April 1, 2002 �.�,� --- j` `,� � �, \ � � � �` NOT Ft�R CONSTRUCTION .. . � �\ �,�\ N ` � � ��___�_� '• \ --' �_-�-- . N � s � �. �►' T��t4i. � ``� R/�,�0\\ � -_=-_-_ 18��ST� CORE AND CONNECT -`-------_ f18 s� �� , 71 .� 18" TO MANHOLE X11 i,� 707 [��' � RIM: 838J6 � ! RI 84 .73 � r s' � T � , � „ST ' •. � IE: 830.40 '� i►� JO _____'__-----_-_---____ IE: 83 .22 , I : .50 N '� . r i a"s I IE• 830.50 S N �='sr Si Sf ST SP � 18;sr i • ,i� 18 RCP �0.81 % `-- 225LF60 C�iP �D.15% ` � ' � .,� - �---------L_zn" � . -/-\ ,Gi \ ,�`�is' -_ � �� %i�� I� Y�rcY ��\�••._ r� u �'� `�'s� RIM 839.50 IE: 835.7t W ��7'� "------._.. . . > I I � �a ,��`` � �.�` � -� � , = i = i �%'fl� ;;0� ., %, � �, �,, � �!