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HomeMy WebLinkAbout07030005.7it ,! d .,._,'_._�.m j W � �,, i' „. 'ti �, s ,I- - t. ' RRO S: `ZI ,.,., I Ii f p i _ ,I , , _r._ -7 _.:_ __ i , ;'h 1 t3 , ! ..-, . A- b _ TBM #62 , t 11 f , F l I ' i 1i 1 I "�' , i I ' Y 1�J I A 0 1 .4 � .I _,� ;� 4 i I i .iV n t . I,' ! `t I I (� I ,;, ;1''.:T..... -1-1--­ ­­ ­_1 I --I----,--- L__ , -l-1 , - � ,-,-/ 1i. 11 1�i v """ �'___�-,�, - `, i,w� k -�. - _.__,. _ .,,. _,.__ _.__,_ --' ,_ _a _', s, ,� 4_. , r _,, , -� _�..- c. , - , r r - - '- _. � r W w II , I i 11 t r i - t { t 1 I _ ,_ I ,f 3 ,• - : - I t.d. e , .. , �`tg'.. I ._ 4<< I � �s_ti 4 t I f �, I I I i `_ - I I I _, N STRUCT I N: Q ' I I i - R t f I + 't'_I _ f t� - ,_. __ :. « II 'r l' � - r 1 , ' s � - _. _ „ _.__ Y __.,,. _ -__. 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CENSTRUCT N I i ,C `, I' NO MARKS I :I t. i - , ? f L� I9 I S I ;, r q TO NORTH I'I ; ;' i ' ; i LIMIT LIME P , I % ,; i y , 4, ; ; a% , h : s i I II ; w 14I I I;; i i= , 1 I II g I 4 I k t It I I I) Ir O II I kr i 1 I i 1s! i ( i j 11 I I II I I i s 1 I sl i I; I k ;I t w ^} n h, ^, I I `T - J ,! , , _ -'� _ , ft r ,. I I : "I N' I N t ', Ili 11 I ;- rl ;i� 5 4 .1.`7 , n �_ I f ` S t �...' �.l - -_. _ r I tiE a 3 i /� r; I: x _ _ _.. 1 ' F £C - -. - , _ . _. , 1 i z . ---T- - -. _ , , i I I` , - f ! 4 i , - .- _ } II _. A z ; I e I 4 i-"�:.• t 4 +ixs - -_..-- 1; ,,r I I I i tt I - Ir I i4` p �„ r �c p i v Iz D _ - w , I{ n f' E , s - °' II - -- - 'ari i ;s `'' ,1 % I; I 'y 3 f" << i - i {i -1 9 "., .. 1 r.... - , .3 I _, f 1 ,II z�, D L , ( I i' 1 i� I is I, s < -11 I I _ ... I' 1- # :, . , {l, f c� I 11 I - ! I I I _ I: i t W THRUST BLOCK f'- ", F' 7 % i; I I I b �� I I I � I s t ;'' i O I' I X i i i s ki° I I '' E w i l , GAS METER f { I PR P _ z O OSED I I -- ? STORM MANHOLE `l 1' i � - Q - `, Sy . TC 832.50 �I , I r , °. E NER Y G ENT - O ER , - F i I� r I' M 4. , x� > _~.- INV 824.77 .11 1-- I . _... - 11 ,, ,. B 1 1 / 11 U N Lt`�'� CL N D G f I EA OUT r,r,. _« 'y S �, K I w -% 11 t _ ,, ETC 3 b 8 2.83 �F:F:E__ 832. !� r v_ I F 'i� <: i INV - 8 8:50 12 2 ,. ; _.. . ._ - 11. . - d ; s IN, 0. , ' I -, -.,., I . _ , -.- w _... . F u _ �.,,4 " ' Ij _L -_,_ __ _ II r _. i 23 LF OF 6 s +L „ , - r ! 1` 11 :I 4._ I I PVC -2.00% . ti 'a CLEANOUT - ; I WATER I I .I TC -( 829.00 METER 1 0 'FOF6 H 3 b INV 828.04 N - i t r . r _ s t , - � - I ,�_ I, _r PVC 1.85% .__ ,. �� „< ._ -, t ,,, ..,.. . -.. _.... .. .__ __- - -__ ._--___ ___. - -_- _ -_ . - .. _. r6'', _! "_._ .. .M. �r ,. ._ _ _a.' _ t t s'« us - _ ... ' . .. -._ _. - _. -__,., _ . _ - _. ,r� ,{�, pp ..,, -. ".._ ., _ _,.__..., SJ s _...__.•_ - - SS_ f i :l _„ v , s _ _ �, w..u.,__....__w;. t "; t •t �; ..- ._..__-..._.,__,._ ,__.- ... __. ,- t' ,y. ..✓ ��� _- ...tea... - _..iT!�,.'. �... _____ -_ Y .,. 4 f __-v ,� . w, , -., r , _ G7�TE- .VALVE_. _m _.. _.. �, ---- - -__.. _.._.._ , . -PR -0� ' TY LIME._ _. R _ - ,l _ W, T - - _.. 4 [ J.,_ -_ ....__ i \ \� - II _ .__r., - . .._._.._ r , .- __ , ..r. ,... , . _ �, ....,. .. f_ - _ -' HRUST $LOCK- .. ,l .-. n _. _ .... _ __. „_, ..... . _ _ . -_. - _f , ._._.,_ ., .. _. ,. _. _._.. T_ _ - - - i 1 _,. _<.. :_ ��_� < , "' a- __ _,,. ._.... _, - ,,; 4 " __ ..,�___.,_ r. ,,._ A _ _ �:. �. 15 & ►► `� - -, _, - vY -.t CINSTRUC IAN LIM i ; ��- IT.v'LINE .5 S: I C! ,^ }} C.r _ .I q . - - 1' i i ._..... �.': �- . ASPHALT ! �.;;' i I r ,:����' , r , ,. , , 4 I >I I (ASPHALT) "; ^ _ s.`� 1 -STORY >` 1 -STORY 4 ;1 _ _.._ _� ,Y, k I 11 MASONRY BLDG MASONRY BLDG I ,��j'; 4_: ... ' INV t -E(G ") 825.;63 bll bl UTILITY PLAN SCALE: 1" = 30' 0' 15' 30' 60' SCALE: 1" = 30' LEGEND NORTH E E W G G SS SS ST ST 0C.O. C.O. 0 a N -{J ^ L i � , � � ­ " - I I � , , � , PROPOSED ELECTRIC LINE PROPOSED WATER LINE PROPOSED GAS LINE PROPOSED SANITARY LINE PROPOSED STORM LINE PROPOSED MANHOLE PROPOSED SANITARY CLEAN OUT PROPOSED STORM CLEAN -OUT, WATER METER GAS METER POST INDICATOR GATE VALVE CONSTRUCTION FENCE CONSTRUCTION LIMITS WATER LINE GENERAL NOTES: 1. CONTRACTOR SHALL RECOGNIZE RESPECTIVE WORK AND SHALL BE RESPONSIBLE FOR VERIFYING LOCATION, SIZE, AND ELEVATION OF EXISTING UTILITIES STRUCTURE PIE PAVEMENTS BENCHMARK ELEVATIONS ETC. AS RELATED TO THEIR WORK. CONTRACTOR SHALL MATCH EXISTING GRADE AT THE SPOT ELEVATION INDICATED. NOTIFY A / E OF ANY CONFLICT AND OR DISCREPANCIES IN THESE CONSTRUCTION DOCUMENTS, PRIOR TO THE START OF CONSTRUCTION. 2. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAYBE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED FROM OTHERS AND USED BY THE A E AND MAY NOT BE ACTUAL. THE A E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. 3. THE CONTRACTOR SHALL CONSULT WITH THE ARCHITECTURAL, P LU M BING AND ELECTRICAL PLANS FOR: INVERT ELEVATIONS AND EXACT LOCATION OF DOWNSPOUTS, WATER LINE, GAS LINES, TRANSFORMER PADS, OR POLES, ETC. 4. ALL PAVEMENT PATCHING DUE TO UTILITIES INSTALLATION: CONSTRUCTION OF CURBS, ETC., OR DAMAGE TO EXISTING PAVEMENT DURING CONSTRUCTION SHALL BE PATCHED WITH A PAVEMENT SECTION WHICH MEETS OR EXCEEDS THE EXISTING SECTION BY THE CONTRACTOR DOING THE WORK. 5. ALL EXISTING WATER AND GAS VALVE BOXES, AND METER PITS SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION AS NECESSARY. 6. CONSTRUCTION OF ALL APPURTENANCES AND STRUCTURES SHALL BE IN ACCORDANCE WITH LOCAL AND STATE CODE, RULES AND REGULATIONS. 7. FOR ALL WORK WITHIN THE LIMITS OF THE RIGHT OF WAY, SEE CARMEL STANDARD DETAILS. 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT GRAVEL AND OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE AREAS DAILY IF NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER ACCEPTABLE METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. 9. WHERE WATER LINES CROSS OVER SANITARY SEWERS A MINIMUM OF 18 " VERTICAL AND 10 HORIZONTAL SEPARATION MUST BE MAINTAINED. 10. IF ALTERNATE MATERIALS OR STRUCTURES ARE TO BE SUPPLIED IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE A/E AND SUBMIT SHOP DRAWINGS AND COST DIFFERENTIALS PRIOR TO CONSTRUCTION. 11. ALL BACKFILL MATERIAL USED BENEATH AND WITHIN 5' OF EDGE OF PAVEMENT SHALL BE COMPACTED GRANULAR MATERIAL. 12. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS P 0 SITE AND WITHIN S RESENT N ITH N THE PROPOSED CONSTRUCTION AREA. IF AN EXISTING IRRIGATION SYSTEM IS PRESENT AND WILL BE AFFECTED BY THE NEW CONSTRUCTION IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO EMPLOY AN IRRIGATION SUBCONTRACTOR TO REVIEW THE EXISTING SYSTEM, THE IRRIGATION SUBCONTRACTOR SHALL MODIFY THE EXISTING IRRIGATION SYSTEM A I S NECESSARY TO ASSURE THE SYSTEMS INTEGRITY INCLUDING BU T NOT LIMITED TO ADDING OR MODIFYING AND DELETING EXISTING IRRIGATION HEADS VALVE BOXE S, W I R ING OR OTH ER ELEMENTS TO PROVIDE ADEQUATE IRRIGATION. SANITARY GENERAL NOTES: 1. SEWER SYSTEM AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE CITY OF CAMREL, SANITARY SEWER SPECIFICATIONS, CODES AND REGULATIONS, USING THE LATEST EDITION. 2. CONSTRUCTION SHALL NOT BEGIN UNTIL ALL APPLICABLE PERMITS ARE OBTAINED. 3. ROOF DRAINS FOUNDATION DRAINS AND OTHER CLEAN WATER DISCHARGE ARE NOT PERMITTED INTO THE SANITARY SEWER FACILITY. 4, ANY AND ALL FIELD TILES ENCOUNTERED DURING THE CONSTRUCTION SHALL BE REROUTED AND REPLACED. 5. ALL SIDE SLOPES 3:1 OR GREATER WILL STABILIZED WITH EROSION CONTROL BLANKET. 6. ALL AREAS DISTURBED DURING CONSTRUCTION CT ON SHA LL HAVE TEMPORARY SEEDING AND MULCHING AND WILL BE INSTALLED AS SOON AS POSSIBLE. 7. CONSTRUCTION OF ALL SEWER LINES AND STRUCTURES SHALL BE IN ACCORDANCE WITH LOCAL AND STATE CODES, RULES AND REGULATIONS. 8. WHERE WATER LINES AND SANITARY SEWERS CROSS AND THE WATER LINE CANNOT BE PLACED ABOVE OR BELOW THE SEWER WITH A MINIMUM OF 18" VERTICAL CLEARANCE, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS OR PLASTIC (SDR 26) SEWER PIPE WITH GASKETED, COMPRESSION -TYPE JOINTS WITHIN 10' -O" OF WATER FILL MATERIAL. 9. WHERE WATER LINES AND SANITARY SEWER LINES RUN PARALLEL AND A MINIMUM SEPARATION DISTANCE OF 10' -0" CANNOT BE MAINTAINED, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS OR PLASTIC (SDR 26) SEWER PIPE WITH GASKETED, COMPRESSION -TYPE JOINTS. 10. ALL PIPES LENGTHS SHOWN ON DRAWINGS ARE FOR R HYDRAULIC CALCULATION PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXACT LENGTHS REQUIRED FOR ACTUAL INSTALLATION. 11. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF THE CONTRACT ACCORDING TO THE INFORMATION PROVIDED BY THE VARIOUS UTILITY COMPANIES PREVIOUS CONSTRUCTION PLANS AND EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED. 12. THE CONTRACTOR SHALL CONSULT ARCHITECTURAL, PLUMBING AND ELECTRICAL PLANS FOR: INVERT ELEVATIONS AND EXACT LOCATION OF DOWN SPOUTS WATER LINES TRANSFORMER'S PAD OR POLE, LE , ETC. 13. ALL PAVEMENT PATCHING DUE TO UTILITIES INSTALLATION: CONSTRUCTION OF CURBS, ETC., OR DAMAGE TO EXISTING PAVEMENTS DURING CONSTRUCTION SHALL BE PATCHED WITH A PAVEMENT SECTION WHICH MEETS OR EXCEEDS THE EXISTING SECTION BY THE CONTRACT I OR DOING THE WORK. 14, THE CONTRACTOR SHALL RECOGNIZE RESPECTIVE WORK AND SHALL BE RESPONSIBLE FOR VERIFYING LOCATION SIZE AND , , ELEVATION OF H TE EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS, ETC. AS RELATED TO THEIR WORK. NOTIFY ARCHITECT / ENGINEER OF ANY CONFLICT AND OR DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS, PRIOR TO THE START OF CONSTRUCTION. CROSSINGS OF BURIED SEWERS AND WATER LINES ES SHOULD BE AVOIDED AS MUCH AS POSSIBLE. HOWEVER, WHERE CROSSINGS ARE NECESSARY, A MINIMUM OF 18 INCHES VERTICAL CLEARANCE MUST BE MAINTAINED (MEASURED FROM THE BOTTOM OF THE UPPER PIPE TO THE TOP OF THE LOWER PIPE), PREFERABLY WITH WATER MAIN MAIN ABOVE THE SEWER. PLAN NOTES: OA SIAMESE FIRE CONNECTION PER CITY OF CARMEL STANDARDS. © 12" WATER MAIN SERVICE LINE TO BE INSTALLED PER CITY OF CARMEL STANDARDS. ASPHALT TO BE OPEN CUT FOR INSTALLATION OF WATER MAIN TAP TO EXISTING WATER MAIN. © GAS LINE METER TO BE INSTALLED PER VECTREN'S GAS STANDARDS. ROUTING WILL BE DETERMINED BY THE GAS COMPANY. OD PROVIDE (4) 4" C. PVC MV CONDUCTORS BY UTILITY COMPANY. ROUTING AND CONNECTIONS WILL BE DETERMINED BY OWNER, CITY AND THE GAS COMPANY. EO PROVIDE (1) 2" C. TELEPHONE CONDUCTORS BY UTILITY COMPANY. ROUTING AND CONNECTIONS WILL BE DETERMINED BY OWNER, CITY AND THE TELEPHONE COMPANY. 0 6" FIRE PROTECTION LINE TO BE INSTALLED PER CITY OF CARMEL STANDARDS. COORDINATE SIZE OF GATE VALVE WITH CARMEL WATER DEPARTMENT. © 12" WATER MAIN LINE TO BE TERMINATED AT THE FIRE HYDRANT PER CITY OF CARMEL STANDARDS. OH SANITARY LATERAL LINE TO BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS. (THE SANITARY LINE VIOLATES THE SEPARATION RULE OF 10 FEET HORIZONTALLY AND 1 FOOT, 6 INCH VERTICALLY.) OI FIELD VERIFY LOCATION OF WATER MAIN LINE PRIOR TO CONSTRUCTION. QJ CONNECTION POINT AT EXISTING GAS MAIN. BY GAS TO BE DETERMINED COMPANY. @K LINE FROM ENERGY CENTER THAT CONNECTS INTO VAULT SLEEVE THROUGH WALL OF PARKING GARAGE FACILITY THAT SHARE A COMMON WALL ON THE EAST SIDE OF ENERGY CENTER. © KEEP ALL UTILITIES WITHIN THE HATCHED AREA SHOWN ON THE UTILITY PLAN. CONTRACTOR WILL NEED TO VERIFY FOOTING LOCATION FOR ENERGY CENTER SO THAT THE CONTRACTOR CAN BUILT UTILITIES AS CLOSE AS POSSIBLE TO THE ENERGY CENTER FOOTING WITHOUT UNDERMINING THE FOOTING STRUCTURAL DESIGN. ALSO THE CONTRACTOR MUST SUBMIT AS BUILT DRAWINGS AND SECTION DRAWINGS OF THE NEW UTILITIES IN RELATION TO FOOTING FOR THE ENERGY CENTER. UM THE PIER CAPS FOR THE ENERGY CENTER WILL PROTRUDE WEST OF THE FACE OF THE ENERGY CENTER BY +/- 3' -0" AND THE PROPOSED WATER LINE WILL BE LOCATED 1' FOOT WEST OF THE PIER CAPS. ON 2" WATER DOMESTIC SERVICE LINE. OO CORE AN SEAL EXISTING MANHOLE. HOLEY MOLEY SAYS, "DON'T DIG BLIND" 8 1 1- 800 - 382 -5544 CALL TOLL FREE 1- 800-428 -5200 FOR CALLS OUTSDE OF INDIANA iI �4 \ ^ j' 1 • I i • r ill CSO SCHENKEL SHULTZ 280 East 96th Sheet, Suite 200, Indianapolis, IN 46240 T 317.848.7800 F 317.574.0957 www.csoinc.net Project CARMEL PARCEL 7C ENERGY CENTER 3RD AVENUE SOUTHWEST & CITY CENTER DRIVE CARMEL, INDIANA 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structur a, mechanical and electrical systems The drawings do not necessarily indicate or descnbe all work required for full performance and complenon of the requirements of the Contract On the basis of the general scope mdicat d or described, the trade contractors ant actors shall furnish I u sh aI hems ca r o re q red f the proper execution on and completion of the work. 1 Drawing Title: UTILITY PLAN Revisions: Issue Date D Drawn By C Checked By 01/31/07 K KRS R RRO `ZI ,.,., f p i ,, ;+ 2 i : e _r._ -7 _.:_ __ , b _, E :.- .. I' l .. t ; F_. 3 Ir , i C, I I I : <.: , � ,,, . y J . i �//�� V l ` -" / ^ V J i , ; Q C� { I ; �' ::- f s 3 • i I A 0 1 .4 � .I _,� ;� 4 i I i .iV n t . I,' ! `t I I (� I ,;, ;1''.:T..... -1-1--­ ­­ ­_1 I --I----,--- L__ , -l-1 , - � ,-,-/ 1i. 11 1�i v """ �'___�-,�, - `, i,w� k -�. - _.__,. _ .,,. _,.__ _.__,_ --' ,_ _a _', s, ,� 4_. , r _,, , -� _�..- c. , - , r r - - '- _. � r W w II , I i 11 t r i - t { t 1 I _ ,_ I ,f 3 ,• - : - I t.d. e , .. , �`tg'.. I ._ 4<< I � �s_ti 4 t I f �, I I I i `_ - I I I _, N STRUCT I N: Q ' I I i - R t f I + 't'_I _ f t� - ,_. __ :. « II 'r l' � - r 1 , ' s � - _. _ „ _.__ Y __.,,. _ -__. LLMiT i I ! _._.__. _._ i I I I ._ f , ,, y I I i ; I II x _ ,.h, ' .�.., 11 .t i `t' I I w I s;': 3 1.11 , , I - -- - .,.. _- -__. - -- ...___ f �__ _.. _. _. , L \ _ ( I 9 ;i ,III w - _ .. 11 s _... 11 - II _ r s', � � t 11 > t _ Y �'k ! t i t t ,i III w t ''! E "- I ,. _ 8 t t 1 V � � � � � I I< I t 4 t f I h 1 I I �. ,J: I I , ;; ,; I t II II; t: t ; .1 I ry ''„ ''i i b„ I I i I I i }' i' 1 i t i t 4' �-\ iii i yl� II ,mil ii I :. J i; , °, t 11 t U i { , s , y ; 11 ' Z - I I I ; , + , i '; II ;0 4 I I'i I! - '1 t i ,U+ I ' fe , y r { , (n II ; I, ;I I r 1= II Q N /'' I i� ' y ' I ,'4; 11 I;I ; i t. k I w a Ij t i I it ;, i ;" I ` I i 11 '(-; 11,. I I I 3 I ` I f, _ P. ., t 4 - I' i_ I 4t s .I 4 i , i II, { , ! ( I ' 's if ! w 4 4 i ( 1 1 ,. h: ,. CENSTRUCT N I i ,C `, I' NO MARKS I :I t. i - , ? f L� I9 I S I ;, r q TO NORTH I'I ; ;' i ' ; i LIMIT LIME P , I % ,; i y , 4, ; ; a% , h : s i I II ; w 14I I I;; i i= , 1 I II g I 4 I k t It I I I) Ir O II I kr i 1 I i 1s! i ( i j 11 I I II I I i s 1 I sl i I; I k ;I t w ^} n h, ^, I I `T - J ,! , , _ -'� _ , ft r ,. I I : "I N' I N t ', Ili 11 I ;- rl ;i� 5 4 .1.`7 , n �_ I f ` S t �...' �.l - -_. _ r I tiE a 3 i /� r; I: x _ _ _.. 1 ' F £C - -. - , _ . _. , 1 i z . ---T- - -. _ , , i I I` , - f ! 4 i , - .- _ } II _. A z ; I e I 4 i-"�:.• t 4 +ixs - -_..-- 1; ,,r I I I i tt I - Ir I i4` p �„ r �c p i v Iz D _ - w , I{ n f' E , s - °' II - -- - 'ari i ;s `'' ,1 % I; I 'y 3 f" << i - i {i -1 9 "., .. 1 r.... - , .3 I _, f 1 ,II z�, D L , ( I i' 1 i� I is I, s < -11 I I _ ... I' 1- # :, . , {l, f c� I 11 I - ! I I I _ I: i t W THRUST BLOCK f'- ", F' 7 % i; I I I b �� I I I � I s t ;'' i O I' I X i i i s ki° I I '' E w i l , GAS METER f { I PR P _ z O OSED I I -- ? STORM MANHOLE `l 1' i � - Q - `, Sy . TC 832.50 �I , I r , °. E NER Y G ENT - O ER , - F i I� r I' M 4. , x� > _~.- INV 824.77 .11 1-- I . _... - 11 ,, ,. B 1 1 / 11 U N Lt`�'� CL N D G f I EA OUT r,r,. _« 'y S �, K I w -% 11 t _ ,, ETC 3 b 8 2.83 �F:F:E__ 832. !� r v_ I F 'i� <: i INV - 8 8:50 12 2 ,. ; _.. . ._ - 11. . - d ; s IN, 0. , ' I -, -.,., I . _ , -.- w _... . F u _ �.,,4 " ' Ij _L -_,_ __ _ II r _. i 23 LF OF 6 s +L „ , - r ! 1` 11 :I 4._ I I PVC -2.00% . ti 'a CLEANOUT - ; I WATER I I .I TC -( 829.00 METER 1 0 'FOF6 H 3 b INV 828.04 N - i t r . r _ s t , - � - I ,�_ I, _r PVC 1.85% .__ ,. �� „< ._ -, t ,,, ..,.. . -.. _.... .. .__ __- - -__ ._--___ ___. - -_- _ -_ . - .. _. r6'', _! "_._ .. .M. �r ,. ._ _ _a.' _ t t s'« us - _ ... ' . .. -._ _. - _. -__,., _ . _ - _. ,r� ,{�, pp ..,, -. ".._ ., _ _,.__..., SJ s _...__.•_ - - SS_ f i :l _„ v , s _ _ �, w..u.,__....__w;. t "; t •t �; ..- ._..__-..._.,__,._ ,__.- ... __. ,- t' ,y. ..✓ ��� _- ...tea... - _..iT!�,.'. �... _____ -_ Y .,. 4 f __-v ,� . w, , -., r , _ G7�TE- .VALVE_. _m _.. _.. �, ---- - -__.. _.._.._ , . -PR -0� ' TY LIME._ _. R _ - ,l _ W, T - - _.. 4 [ J.,_ -_ ....__ i \ \� - II _ .__r., - . .._._.._ r , .- __ , ..r. ,... , . _ �, ....,. .. f_ - _ -' HRUST $LOCK- .. ,l .-. n _. _ .... _ __. „_, ..... . _ _ . -_. - _f , ._._.,_ ., .. _. ,. _. _._.. T_ _ - - - i 1 _,. _<.. :_ ��_� < , "' a- __ _,,. ._.... _, - ,,; 4 " __ ..,�___.,_ r. ,,._ A _ _ �:. �. 15 & ►► `� - -, _, - vY -.t CINSTRUC IAN LIM i ; ��- IT.v'LINE .5 S: I C! ,^ }} C.r _ .I q . - - 1' i i ._..... �.': �- . ASPHALT ! �.;;' i I r ,:����' , r , ,. , , 4 I >I I (ASPHALT) "; ^ _ s.`� 1 -STORY >` 1 -STORY 4 ;1 _ _.._ _� ,Y, k I 11 MASONRY BLDG MASONRY BLDG I ,��j'; 4_: ... ' INV t -E(G ") 825.;63 bll bl UTILITY PLAN SCALE: 1" = 30' 0' 15' 30' 60' SCALE: 1" = 30' LEGEND NORTH E E W G G SS SS ST ST 0C.O. C.O. 0 a N -{J ^ L i � , � � ­ " - I I � , , � , PROPOSED ELECTRIC LINE PROPOSED WATER LINE PROPOSED GAS LINE PROPOSED SANITARY LINE PROPOSED STORM LINE PROPOSED MANHOLE PROPOSED SANITARY CLEAN OUT PROPOSED STORM CLEAN -OUT, WATER METER GAS METER POST INDICATOR GATE VALVE CONSTRUCTION FENCE CONSTRUCTION LIMITS WATER LINE GENERAL NOTES: 1. CONTRACTOR SHALL RECOGNIZE RESPECTIVE WORK AND SHALL BE RESPONSIBLE FOR VERIFYING LOCATION, SIZE, AND ELEVATION OF EXISTING UTILITIES STRUCTURE PIE PAVEMENTS BENCHMARK ELEVATIONS ETC. AS RELATED TO THEIR WORK. CONTRACTOR SHALL MATCH EXISTING GRADE AT THE SPOT ELEVATION INDICATED. NOTIFY A / E OF ANY CONFLICT AND OR DISCREPANCIES IN THESE CONSTRUCTION DOCUMENTS, PRIOR TO THE START OF CONSTRUCTION. 2. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAYBE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED FROM OTHERS AND USED BY THE A E AND MAY NOT BE ACTUAL. THE A E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. 3. THE CONTRACTOR SHALL CONSULT WITH THE ARCHITECTURAL, P LU M BING AND ELECTRICAL PLANS FOR: INVERT ELEVATIONS AND EXACT LOCATION OF DOWNSPOUTS, WATER LINE, GAS LINES, TRANSFORMER PADS, OR POLES, ETC. 4. ALL PAVEMENT PATCHING DUE TO UTILITIES INSTALLATION: CONSTRUCTION OF CURBS, ETC., OR DAMAGE TO EXISTING PAVEMENT DURING CONSTRUCTION SHALL BE PATCHED WITH A PAVEMENT SECTION WHICH MEETS OR EXCEEDS THE EXISTING SECTION BY THE CONTRACTOR DOING THE WORK. 5. ALL EXISTING WATER AND GAS VALVE BOXES, AND METER PITS SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION AS NECESSARY. 6. CONSTRUCTION OF ALL APPURTENANCES AND STRUCTURES SHALL BE IN ACCORDANCE WITH LOCAL AND STATE CODE, RULES AND REGULATIONS. 7. FOR ALL WORK WITHIN THE LIMITS OF THE RIGHT OF WAY, SEE CARMEL STANDARD DETAILS. 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT GRAVEL AND OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE AREAS DAILY IF NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER ACCEPTABLE METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. 9. WHERE WATER LINES CROSS OVER SANITARY SEWERS A MINIMUM OF 18 " VERTICAL AND 10 HORIZONTAL SEPARATION MUST BE MAINTAINED. 10. IF ALTERNATE MATERIALS OR STRUCTURES ARE TO BE SUPPLIED IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE A/E AND SUBMIT SHOP DRAWINGS AND COST DIFFERENTIALS PRIOR TO CONSTRUCTION. 11. ALL BACKFILL MATERIAL USED BENEATH AND WITHIN 5' OF EDGE OF PAVEMENT SHALL BE COMPACTED GRANULAR MATERIAL. 12. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS P 0 SITE AND WITHIN S RESENT N ITH N THE PROPOSED CONSTRUCTION AREA. IF AN EXISTING IRRIGATION SYSTEM IS PRESENT AND WILL BE AFFECTED BY THE NEW CONSTRUCTION IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO EMPLOY AN IRRIGATION SUBCONTRACTOR TO REVIEW THE EXISTING SYSTEM, THE IRRIGATION SUBCONTRACTOR SHALL MODIFY THE EXISTING IRRIGATION SYSTEM A I S NECESSARY TO ASSURE THE SYSTEMS INTEGRITY INCLUDING BU T NOT LIMITED TO ADDING OR MODIFYING AND DELETING EXISTING IRRIGATION HEADS VALVE BOXE S, W I R ING OR OTH ER ELEMENTS TO PROVIDE ADEQUATE IRRIGATION. SANITARY GENERAL NOTES: 1. SEWER SYSTEM AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE CITY OF CAMREL, SANITARY SEWER SPECIFICATIONS, CODES AND REGULATIONS, USING THE LATEST EDITION. 2. CONSTRUCTION SHALL NOT BEGIN UNTIL ALL APPLICABLE PERMITS ARE OBTAINED. 3. ROOF DRAINS FOUNDATION DRAINS AND OTHER CLEAN WATER DISCHARGE ARE NOT PERMITTED INTO THE SANITARY SEWER FACILITY. 4, ANY AND ALL FIELD TILES ENCOUNTERED DURING THE CONSTRUCTION SHALL BE REROUTED AND REPLACED. 5. ALL SIDE SLOPES 3:1 OR GREATER WILL STABILIZED WITH EROSION CONTROL BLANKET. 6. ALL AREAS DISTURBED DURING CONSTRUCTION CT ON SHA LL HAVE TEMPORARY SEEDING AND MULCHING AND WILL BE INSTALLED AS SOON AS POSSIBLE. 7. CONSTRUCTION OF ALL SEWER LINES AND STRUCTURES SHALL BE IN ACCORDANCE WITH LOCAL AND STATE CODES, RULES AND REGULATIONS. 8. WHERE WATER LINES AND SANITARY SEWERS CROSS AND THE WATER LINE CANNOT BE PLACED ABOVE OR BELOW THE SEWER WITH A MINIMUM OF 18" VERTICAL CLEARANCE, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS OR PLASTIC (SDR 26) SEWER PIPE WITH GASKETED, COMPRESSION -TYPE JOINTS WITHIN 10' -O" OF WATER FILL MATERIAL. 9. WHERE WATER LINES AND SANITARY SEWER LINES RUN PARALLEL AND A MINIMUM SEPARATION DISTANCE OF 10' -0" CANNOT BE MAINTAINED, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS OR PLASTIC (SDR 26) SEWER PIPE WITH GASKETED, COMPRESSION -TYPE JOINTS. 10. ALL PIPES LENGTHS SHOWN ON DRAWINGS ARE FOR R HYDRAULIC CALCULATION PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXACT LENGTHS REQUIRED FOR ACTUAL INSTALLATION. 11. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF THE CONTRACT ACCORDING TO THE INFORMATION PROVIDED BY THE VARIOUS UTILITY COMPANIES PREVIOUS CONSTRUCTION PLANS AND EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED. 12. THE CONTRACTOR SHALL CONSULT ARCHITECTURAL, PLUMBING AND ELECTRICAL PLANS FOR: INVERT ELEVATIONS AND EXACT LOCATION OF DOWN SPOUTS WATER LINES TRANSFORMER'S PAD OR POLE, LE , ETC. 13. ALL PAVEMENT PATCHING DUE TO UTILITIES INSTALLATION: CONSTRUCTION OF CURBS, ETC., OR DAMAGE TO EXISTING PAVEMENTS DURING CONSTRUCTION SHALL BE PATCHED WITH A PAVEMENT SECTION WHICH MEETS OR EXCEEDS THE EXISTING SECTION BY THE CONTRACT I OR DOING THE WORK. 14, THE CONTRACTOR SHALL RECOGNIZE RESPECTIVE WORK AND SHALL BE RESPONSIBLE FOR VERIFYING LOCATION SIZE AND , , ELEVATION OF H TE EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS, ETC. AS RELATED TO THEIR WORK. NOTIFY ARCHITECT / ENGINEER OF ANY CONFLICT AND OR DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS, PRIOR TO THE START OF CONSTRUCTION. CROSSINGS OF BURIED SEWERS AND WATER LINES ES SHOULD BE AVOIDED AS MUCH AS POSSIBLE. HOWEVER, WHERE CROSSINGS ARE NECESSARY, A MINIMUM OF 18 INCHES VERTICAL CLEARANCE MUST BE MAINTAINED (MEASURED FROM THE BOTTOM OF THE UPPER PIPE TO THE TOP OF THE LOWER PIPE), PREFERABLY WITH WATER MAIN MAIN ABOVE THE SEWER. PLAN NOTES: OA SIAMESE FIRE CONNECTION PER CITY OF CARMEL STANDARDS. © 12" WATER MAIN SERVICE LINE TO BE INSTALLED PER CITY OF CARMEL STANDARDS. ASPHALT TO BE OPEN CUT FOR INSTALLATION OF WATER MAIN TAP TO EXISTING WATER MAIN. © GAS LINE METER TO BE INSTALLED PER VECTREN'S GAS STANDARDS. ROUTING WILL BE DETERMINED BY THE GAS COMPANY. OD PROVIDE (4) 4" C. PVC MV CONDUCTORS BY UTILITY COMPANY. ROUTING AND CONNECTIONS WILL BE DETERMINED BY OWNER, CITY AND THE GAS COMPANY. EO PROVIDE (1) 2" C. TELEPHONE CONDUCTORS BY UTILITY COMPANY. ROUTING AND CONNECTIONS WILL BE DETERMINED BY OWNER, CITY AND THE TELEPHONE COMPANY. 0 6" FIRE PROTECTION LINE TO BE INSTALLED PER CITY OF CARMEL STANDARDS. COORDINATE SIZE OF GATE VALVE WITH CARMEL WATER DEPARTMENT. © 12" WATER MAIN LINE TO BE TERMINATED AT THE FIRE HYDRANT PER CITY OF CARMEL STANDARDS. OH SANITARY LATERAL LINE TO BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS. (THE SANITARY LINE VIOLATES THE SEPARATION RULE OF 10 FEET HORIZONTALLY AND 1 FOOT, 6 INCH VERTICALLY.) OI FIELD VERIFY LOCATION OF WATER MAIN LINE PRIOR TO CONSTRUCTION. QJ CONNECTION POINT AT EXISTING GAS MAIN. BY GAS TO BE DETERMINED COMPANY. @K LINE FROM ENERGY CENTER THAT CONNECTS INTO VAULT SLEEVE THROUGH WALL OF PARKING GARAGE FACILITY THAT SHARE A COMMON WALL ON THE EAST SIDE OF ENERGY CENTER. © KEEP ALL UTILITIES WITHIN THE HATCHED AREA SHOWN ON THE UTILITY PLAN. CONTRACTOR WILL NEED TO VERIFY FOOTING LOCATION FOR ENERGY CENTER SO THAT THE CONTRACTOR CAN BUILT UTILITIES AS CLOSE AS POSSIBLE TO THE ENERGY CENTER FOOTING WITHOUT UNDERMINING THE FOOTING STRUCTURAL DESIGN. ALSO THE CONTRACTOR MUST SUBMIT AS BUILT DRAWINGS AND SECTION DRAWINGS OF THE NEW UTILITIES IN RELATION TO FOOTING FOR THE ENERGY CENTER. UM THE PIER CAPS FOR THE ENERGY CENTER WILL PROTRUDE WEST OF THE FACE OF THE ENERGY CENTER BY +/- 3' -0" AND THE PROPOSED WATER LINE WILL BE LOCATED 1' FOOT WEST OF THE PIER CAPS. ON 2" WATER DOMESTIC SERVICE LINE. OO CORE AN SEAL EXISTING MANHOLE. HOLEY MOLEY SAYS, "DON'T DIG BLIND" 8 1 1- 800 - 382 -5544 CALL TOLL FREE 1- 800-428 -5200 FOR CALLS OUTSDE OF INDIANA iI �4 \ ^ j' 1 • I i • r ill CSO SCHENKEL SHULTZ 280 East 96th Sheet, Suite 200, Indianapolis, IN 46240 T 317.848.7800 F 317.574.0957 www.csoinc.net Project CARMEL PARCEL 7C ENERGY CENTER 3RD AVENUE SOUTHWEST & CITY CENTER DRIVE CARMEL, INDIANA 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structur a, mechanical and electrical systems The drawings do not necessarily indicate or descnbe all work required for full performance and complenon of the requirements of the Contract On the basis of the general scope mdicat d or described, the trade contractors ant actors shall furnish I u sh aI hems ca r o re q red f the proper execution on and completion of the work. 1 Drawing Title: UTILITY PLAN Revisions: Issue Date D Drawn By C Checked By 01/31/07 K KRS R RRO Certified By: 1(�e--_ llvc tt. * y .�� :1* I - I Drawing Number: C500 11 I Project Number: 26239