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Home My WebLink About44-01 Plans May 3rd 2001 C102e Grading Utilities Plan' ^ .! \ | a --:`�- � - \' Q _ |- cp A. ' � -_--' - ` `^ \ m ` � �l n ` > A80(c CAIS7' Jo � / � I"= � GRADING K NOTES: 1. MEET EXISTING PAVEMENT' CURB, OR WALK ELEVATDN, 2. SET TOP OF CURB G^ ABOVE ADJACENT PAVEMENT T0 REMAIN I TAPER CURB TO ZERO L G E N Dm ' 7^,;.() EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING STORM SEWER PROPOSED STORM SEWER. SEE DETAIL 11 SHEET C106, ' FLOW ARROW TC = TOP OF CURB BC = BOTTOM OF CURB HP = HIGH PONT WATCH EXISTING ELEVATION FINISHED FLOOR ELEVATION PROPOSED CONTOUR ~ WATER LINE GE NOTES: 1. CONTRACTOR SHALL,RECOGN|ZE RESPECTIVE WORK AND 7. FOR ALL WORK WITHIN THE LIMITS OF THE RIGHT OF WAY, SHALL BE RESPONSIBLE FOR VERIFYING LOCAT|0N, S|ZE, F|NAL GRAD114G UNLESS OTHERWISE NOTED. S^L LAND- SEE D.O.T. STANDARD DETAILS. AND ELEVATION OF EXISTING UT|L|T|E5, STRUCTURE, P|PE, sCApE PLAN AND {}R EROSION CONTROL PLAN FOR E"� OR LOCAL PERMITS FOR ANY AND '�� '` m VYO'N REQUIRED PAVEMENTS. BENCHMARK ELEVATIONS, ETC. AS RELATED 8. IT |3 THE RESPONSIBILITY OF THE CONTRACTOR T() REMOVE TO THEIR WORK, CONTRACTOR SHALL WATCH EXISTING -_ ALL MUD, DIRT GRAVEL AND OTHER MATERIALS TRACKED GRADE AT THE SPOT ELEVATION INDICATED. NOTIFY A�E . ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. . ` >T|0N . '�� _~_--__--_-_----- ----'----�'--'---''-----'--' __-_--_-____---_---_--'_-'_----_-_-___--_'____-_--'--_-'_-__'__-__-_'_-'_---_---__�-_-_-_'- ---- '-'------'----�-----'-------'----' --~ ... ...... ,�,=��r=-�- ---------- -- --------� ---- 4RM[L MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION OF THE TOPPING, COURSE COI SHALL BE W""[ |F MADE OTHER ACCEPTABLE METHODS -TD KEEP AIRBORNE DUST TO ��z\ A REQUIRED MINIMUM. 2. THE UTILITIES INDICATED ON THESE PLANS AND ON THE ^ � MODIFY ALL UTILITIES, �R{\AJF OR PUBLIC, OR OTHERWISE. ---' -1 \ / � I"= � GRADING K NOTES: 1. MEET EXISTING PAVEMENT' CURB, OR WALK ELEVATDN, 2. SET TOP OF CURB G^ ABOVE ADJACENT PAVEMENT T0 REMAIN I TAPER CURB TO ZERO L G E N Dm ' 7^,;.() EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING STORM SEWER PROPOSED STORM SEWER. SEE DETAIL 11 SHEET C106, ' FLOW ARROW TC = TOP OF CURB BC = BOTTOM OF CURB HP = HIGH PONT WATCH EXISTING ELEVATION FINISHED FLOOR ELEVATION PROPOSED CONTOUR ~ WATER LINE GE NOTES: 1. CONTRACTOR SHALL,RECOGN|ZE RESPECTIVE WORK AND 7. FOR ALL WORK WITHIN THE LIMITS OF THE RIGHT OF WAY, SHALL BE RESPONSIBLE FOR VERIFYING LOCAT|0N, S|ZE, F|NAL GRAD114G UNLESS OTHERWISE NOTED. S^L LAND- SEE D.O.T. STANDARD DETAILS. AND ELEVATION OF EXISTING UT|L|T|E5, STRUCTURE, P|PE, sCApE PLAN AND {}R EROSION CONTROL PLAN FOR E"� OR LOCAL PERMITS FOR ANY AND '�� '` m VYO'N REQUIRED PAVEMENTS. BENCHMARK ELEVATIONS, ETC. AS RELATED 8. IT |3 THE RESPONSIBILITY OF THE CONTRACTOR T() REMOVE TO THEIR WORK, CONTRACTOR SHALL WATCH EXISTING PROVIDE POSITIVE DRAINAGE IN ALL PAVED EAS.Vy1111_ ALL MUD, DIRT GRAVEL AND OTHER MATERIALS TRACKED GRADE AT THE SPOT ELEVATION INDICATED. NOTIFY A�E OUT POND|NG WATER, THE PAyNQ CONTRACTOR SHALL ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. OF ANY CONFLICT AND OR DISCREPANCIES |N THESE ` TEST. ALL PAVED AREAS`FOR� BIRD BATH CONDITIONS BY THE CONTRACTOR MUST CLEAN THESE AREAS DAILY IF CONSTRUCTION D0CUwENTS, PRIOR TO THE START OF -FUJOD|NG THE ENTIRE PAVEMENT AREA WITH WATER AND NECESSARY. THE CONTRACTOR MUST USE WATER OR CONSTRUCT|ON, MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION OF THE TOPPING, COURSE COI SHALL BE W""[ |F MADE OTHER ACCEPTABLE METHODS -TD KEEP AIRBORNE DUST TO NECESSARY. ' A REQUIRED MINIMUM. 2. THE UTILITIES INDICATED ON THESE PLANS AND ON THE ^ � MODIFY ALL UTILITIES, �R{\AJF OR PUBLIC, OR OTHERWISE. ---' SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE 9. WHERE WATER LINES CROSS OVER SANITARY SBNERS, A EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. _ IN THE FIELD PRIOR TO THE START OF CON- MINIMUM OF 18^ VERTICAL AND 10' HORIZONTAL. SEPARATION THE LOCATION AND'S|ZE OF THESE UTILITIES MAYBE' STRUCllON. THE CONTRACTOR SHALL BE RESPONSIBLE MUST BE MA|NTAINED, APPROXIMATE, THIS INFORMATION WAS GATHERED OR 18. IF ALTERNATE MATERIALS OR STRUCTURES ARE T0 BE SUPPLIED FROM OTHERS AND USED BY THE '' [ AND ENTIRE CONSTRUCTION SCHEDULE, IF ANY DISCREPANCIES |TFURTH[R SHALL SE THE CVNT��CTOR� -- ,�Ay ' NOT BE ACTUAL THE SHALL NOT 8E HELD LIABLE ' ''~ ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE SUPPLIED IT SHALL BE THE RESPONSIBILITY OF THE OR ANY INCORRECT � W|SLEAD|NQ UTILITY INFORMATION PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR *m CONTRACTOR TO NOTIFY THE D SUBMIT SHOP INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. SHALL CONTACT THE A/E IMMEDIATELY, IF ANY D|5CREp- DRAWINGS DRAW|NG8 AND COST 0FFERENT|AL$ PRIOR TO ANCiES FOUND ON THE SURVEY PLAN OR ACTUAL F\�lD CONDITIONS THE CONTRACTOR SHALL CONTACT THE */E CONSTRUCTION, ' 3, THE CONTRACTOR SHALL CONSULT WITH THE ARCHITECTURAL, IMMEDIATELY FOR INSTRUCTIONS. � PLUMBING AND ELECTRICAL PLANS FOR: INVERT ELEVATIONS 11. ALL BACKFILL MATERIAL USED BENEATH AND WITHIN 5' OF AND EXACT LOCATION OF DOWNSPOUTS, WATER LINE, GAS ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING EDGE OF PAVEMENT SHALL BE COMPACTED GRANULAR LINES, TRANSFORMER PADS, OR POLES, ETC. C0NlRAC70R OR CONTRACTORS kxD67 TAKE PARTICULAR MAJER|AL, 4. ALL PAVEMENT PATCHING DUE TO UTILITIES INSTALLATION: 12. THE GENERAL CONTRACTOR SHALL BE RESPU/�9!DL[ TO CONSTRUCT|{}N OF CURBS, ETC., OR DAMAGE TO EXISTING LINES AND E�ju/pMLm|. ACTUAL FIELD L0CAJK)ND OF ALL IDENTIFY WHETHER AN EXISTING IRRIGATION SY5Y[M IS PAVEMENT DURING CONSTRUCTION SHALL BE PATCHED THE EXISTING UTILITIES ARE THE CONTRACTOR. RESp0NS_ PRESENT ON SITE AND WITHIN THE PROPOSED CONSTRUCTION WITH A PAVEMENT SECTION lWH|CH'MEETS OR EXCEEDS |�|LTY AND MUST BE LOCATED EITHER By THE REPRESENTATIVE - ~ AREA. IF AN EXISTING IRRIGATION SYSTEM IS PRESENT THE EXISTING SECTION BY THE CONTRACTOR DOING THE t/r THE u//u/r Cu»xr*mr OR BY A PRIVATE UNDERGROUND AND WILL BE AFFECTED BY THE NEW CONSTRUCTION, VV(JRN ' UTILITY LOCATION COMPANY PRIOR TO THE S{ART,0F ' IT |3 THE GENERAL CONTRACTOR'S RESPONSIBILITY T0 5. ALL EXISTING WATER AND GAS VALVE BOXES, AND METER EXCAVATING. VERIFY MINIMUM COVER RE`U|REmEN[S EMPLOY AN IRRIGATION SUBCONTRACTOR TO RB/|DN THE PITS SHA'L BE ADJUSTED T0 NEW FINISH GRAD[ ELEVATION BY THE UTILITY CONTRACTOR OR CONTRACTORS OR '' EXISTING SYSTEM. THE IRRIGATION SUBCONTRACTOR AS NE(`LS5ARY. ' AGENCIES WHICHEVER UTILITY CD�p ' COMPANIES {�R AGENCIES SHALL MODIFY THE EXISTING IRRIGATION SYSTEM AS 5. CON' /RUCT|0N OF ALL APPURTENANCES AND STRUCTURES THAT HAS.JUM\SDICT|ON SO NOT TO CAUSE DAkA�F' NECESSARY TO ASSURE THE SYSTEM'S INTEGRITY, SHALL BE IN ACCORDANCE WITH LOCAL AND STATE CODE. 11' IS THE CONTRAC7OR'S RE3p .NSi8|UTY TO NOTIF� � INCLUDING BUT NOT LIMITED TO ADDING OR MODIFYING r'/ ' FS AND REGULATIONS. THE UTILITY COMPANIES AND Q-RuR[k�[N7S 72 HOURS -�ART AND DELETING EXISTING IRRIGATION HEADS. VALVE BOXES, ' BEFORE CONSTRUCTION IS TO - �O VERIFY ANY ~ - WIRING OR OTHER ELEMENTS TO PROVIDE ADEQUATE IRRIGATION. GRADING/DRAINAGE N 1. ALL EXCAVATED AREAS TO BE SEEDED OR SOpnEO AFTER 12. IT IS THE RESPONSIBILITY OF /HE CONTRACTOR OR CQN F|NAL GRAD114G UNLESS OTHERWISE NOTED. S^L LAND- TRACTORS TO OBTAIN ALL FE[�RAL STATE, OUNTY C"�~ `-L sCApE PLAN AND {}R EROSION CONTROL PLAN FOR E"� OR LOCAL PERMITS FOR ANY AND '�� '` m VYO'N REQUIRED DIRECTION AND VERIFICATION. » UNLESS OTHERWISE NOTED AE . CONTRACTOR OR CON- 2. PROVIDE POSITIVE DRAINAGE IN ALL PAVED EAS.Vy1111_ TRACTORS ARE RESPONSIBLE |) PAY FOR ALL REQUIRED OUT POND|NG WATER, THE PAyNQ CONTRACTOR SHALL PERMITS BY ANY OR ALL AGE/C|ES MENTIONED ABOVE UN- TEST. ALL PAVED AREAS`FOR� BIRD BATH CONDITIONS BY ' LESS OTHERWISE NOTED IN T| 'E CONTRACT OR SpEC|F)_ -FUJOD|NG THE ENTIRE PAVEMENT AREA WITH WATER AND CATIONS. MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION OF THE TOPPING, COURSE COI SHALL BE W""[ |F MADE 13' IT SHALL BE THE'RE3PON5|8|i'TY DF THE CONTRACTOR NECESSARY. ' TO BEAR, ALL EXPENSES T0 RE��OV[, RELOCATE AND OR ^ � MODIFY ALL UTILITIES, �R{\AJF OR PUBLIC, OR OTHERWISE. ---' 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ir FURTHER S BE THE �.-�P()NS|8fUTY OF THE _ IN THE FIELD PRIOR TO THE START OF CON- i`�CTOR T0 VERIFY WITH EACH UTILITY COMPANY _ /W�D OR STRUCllON. THE CONTRACTOR SHALL BE RESPONSIBLE A6i14T TO WHO IS RESPONS>'UTY TO REMOVE, RELOCATE, FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING 'THE AND OR MODIFY SUCH UT/L|l� O- �X|ST|N� O� p�p}�EO PROPOSED, ENTIRE CONSTRUCTION SCHEDULE, IF ANY DISCREPANCIES |TFURTH[R SHALL SE THE CVNT��CTOR� -- ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE TO VERIFY IF ANY FUTURE UT/LIT|ES ARE ' PL ANNED --- PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR AND HOW IT WAY EFFECT 'THIS PROJECT AND IT'S SHALL CONTACT THE A/E IMMEDIATELY, IF ANY D|5CREp- OWNER AS TO THEIR FUTURE RESPONSIBILITIES. ANCiES FOUND ON THE SURVEY PLAN OR ACTUAL F\�lD CONDITIONS THE CONTRACTOR SHALL CONTACT THE */E |4 � THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE IMMEDIATELY FOR INSTRUCTIONS. AT HIS EXPENSE ALL A�TOMC�|LE AND -p-D -- R--TRAFF|C T'E CONTROL DEVICES RB]V}RB} 8YFEDtRA� 3�~ 4. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING COUNTY, CITY OR LOCAL AGENCIES. � ' C0NlRAC70R OR CONTRACTORS kxD67 TAKE PARTICULAR � CARE vH2N �AVAT|NG |NANQ AR0UN D E - ��.- - Ty 15� IT iS THE R ON9(B|L|TY OF THE CONTRACTOR TO RN3PECT LINES AND E�ju/pMLm|. ACTUAL FIELD L0CAJK)ND OF ALL EACH DAY AND REkAO�E ALL »«uV, DIRT, GRAVE,, Ajq8 LD0,3E THE EXISTING UTILITIES ARE THE CONTRACTOR. RESp0NS_ MATERIALS lRACXED.. DUMpB}. SPILLED OR 9Y041) 8L{vitl |�|LTY AND MUST BE LOCATED EITHER By THE REPRESENTATIVE - ~ FROM 714E SITE ONTO OTHER ,SITES. sHGHT OF WArS }j�Aj� t/r THE u//u/r Cu»xr*mr OR BY A PRIVATE UNDERGROUND 0R P��AT[ STREETS OR �OA� ' � n� �' u��. �� UTILITY LOCATION COMPANY PRIOR TO THE S{ART,0F SIDEWALKS, THE CONTRACTOR MUST CtEA,�4 OR PICK UP EXCAVATING. VERIFY MINIMUM COVER RE`U|REmEN[S DAILY If NECESSARY. THE CONTRACTOR SHALL R-MUr-E THE BY THE UTILITY CONTRACTOR OR CONTRACTORS OR '' A/RB�RN[ DUST DURING THE ENTIRE C{fV��vc7j��4 AGENCIES WHICHEVER UTILITY CD�p ' COMPANIES {�R AGENCIES SCHEDULE WATER MAY BE USED � ' �� REDUCER. THAT HAS.JUM\SDICT|ON SO NOT TO CAUSE DAkA�F' . THE VTlUTI[3 INDICATED ON TH[SZ PLANS- D ON THE 5. 11' IS THE CONTRAC7OR'S RE3p .NSi8|UTY TO NOTIF� � SURVEY MAY �14DT8E�� COMPLETE 8�/ � OF A�_ 7j� - - � THE UTILITY COMPANIES AND Q-RuR[k�[N7S 72 HOURS -�ART [X/�TlN� U�UDE� ��E3E�r DN �HD THIS SITE_ OUND �YlES BEFORE CONSTRUCTION IS TO - �O VERIFY ANY ~ - TH[ LOCATION AND 5l�E� 8F �HE�� U MAYBE ` --BGEQ UTILITIES }�AT� WAY -E PRESENT ON SITE, ALL yERiF(- Ap��X(NA�E' T�� U4F�R&� -K�� AS- <JB CATIONS, LOCATIONS, SIZE AND D�pTHS ~HALL' BE MADE - -0R SUprUEQ Sy QTHERS AND L En, BY� ! A�� '' ' - -�~ --' BY THE* APPROPRIATE UTILITY COMPANIES DEPARTMENTS. ^` MOT B� A�T�AL TF�� A/� �� --- --~^� NmEW EXCAV�|NG AR0iND O OVER ES7lN� UTILITIES. FOR�ANY� ��D9�EC� OR K��L��m� L� � THE U T0� WU�. NOTIFY THE �Om|Mf� [ OFY UTILITY COMPANY �� INDICATED, IMPLIED �R h�}T ^�Q��] [�� ` '-'-'�-~�' TH PL *�S. A REPRESENTADV[ OFJHE UTILITY CAN BE PRESENT DURING TH[ EXCAVATION TO INSTRUCT AND OBSERVE DURING. THE l7. THE �'`CAVATlN� ' Cl � EXCAVATION SALL TP�E F�� - � ---- - ' ^ P-Av[WENT WHEN P°� P0SEZ-. - - G. TRENCHES FOR ALL UTILITIES SHALL BE 8ACKFK1 COM- 7HAT 5EE�I APGA ' ^ PLETELY WITH APPROVED ENGINEERED GRANULAR TO THE A/E. 5[E THE APPROPRIATE DETAILS )O' IT is rH[ �-iE SPECIFICATIONS FOR THE APPROVED MATERIALS, � r/TSU|TABLE THEMI-`--LVE'S WITH 'S�AND 7' ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF ALL hecNHCi E � f�y- � �4� rn"c ^ m | . PAVEMENT, TOP OF CURB Q' HNAL GRADE ELEy�[0N v TO DETERMINE THE SUBGRADE REQUIRED BELOW � �0� ~--`~O. �D A PROPOSED FINAL ELEVATION. SEE APPROPRIATE DETAIL. �r-I'll DrY 1�ir7eER 0 -`- ��w. s 8. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC WAY CREATE PR[S[NT C(14 3OPE A�il-- d/7"-7W; H�-'��. PUMPING AND GENERAL DETERIORATION OF THE SHALLDWER � . �F ww EX<��y�� '11OLL SOILS IF EXCESS SURFACE WATER IS PRESENT, PROPER AND EE FF[{ .-,.y STEPS MUST BE TAKEN DURING THE' }T (S ��1c, (10�� ]|�pR[C4UTlONARY ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH E��FLO�' �� f��4TO� ��B�/�NT�)9 7(} RENENN T�!:E DA��E. LX|S7)N� ��W TH� lF��,��J� �JBI" [n�TR7K��R 10, ALL CONSTRUCTION METHODS AND MATERIALS MUST 0-)!�� THE EjW(STlf4C IRRIGATION Se'STE]� AS NECESSARY rO AS!S,LXFLr THE | TEW'� / `'CONR]RW-TO �O� ` CURRENT STANDARDS AND SPECIFICATIONS OF THE FED[RAL, 8TATE, COUNTY. CITY R LOCAL ' }A ��rV� 8UT u[7 DW�ED TO ADD|Nrz, ]w � un D ' j @ Fy\NC- - REOU|REM[NTS, WHICHEVER HAS JURISDICTION. AND DE-ET!!�r,� - X{�!|NG IRR :AT /Di� HEADS, YALvE BOXES, VV/FHN� 0R �)THER EL��/�T�� TO PROVIDE ADEC)S4TE IRRIGATION. - 11. EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, . ELECTRICAL TRANSFORMERS AND PADS. DOCHFS, DRA|NA(,E PIPES, AND STRUCTURES, FENCES, LAWNS. TREES. BUSHES. MAILBOXES, SIGNS, POWER POLES ETC, TO REMAIN AND BE PROTECTED FROM DAMAGE BY THE .CONTRACTOR. AYr/ DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY. CITY ' OR LOCAL AGENCIES. ` = 0 T _ �Y" G" E0 N E R`AL NOTES: 1. SEWER SYSTEM AND APPURTENANCES SHALL BE CON-- It. THE PLANS SHOW THE LOCATIOt. OF ALL Kt4owt4 U7lLjTES STRUCTED ACCORDING To THE CITY OF INDIANAPOLIS, LOCATED Wf "'HIN THE UlAfTS OF THE CONTRArT ACCORDt�,41., SANITARY SEWER SPECIFICATIONS, CODES AND REGULAT -TO THE INFORMA71ON PRWDED 8-f 'THE VA.q.*US UTIUTy IONS, USING THE LATEST EDITION. 2. CONSTRUCTION SHALL NOT BEGIN UNTIL ALL APPLICABLE By T4 SUR*VEY0'R. THE ACCURACY TMS PERMITS ARE OBTAIN OF t?,iFG.RMATtGN !S 140T 3. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER' CLEAN WATER DISCHARGE ARE NOT PERMITTED INTO THE 8AN|- ~~ 12 THE C��7R��TO��S. CQW5�� R�� '^�� /^� /sup�' PLUMS- T4RY S�VVER FACILITY. iN� � *mu +a�i�&' p1��5 FOR: 0��E�T E�[VAJ0D��5 �V�� EL[C _ EXACT LOCATION OF 1301,NNSFOUTS. �ATF.,rZ igqES. 7pA),4,4z- 4. ANY AND ALL FIELD TILES DVRNKG THE FuxwLaS PAD OP nrULE ET�' ' ' CONSTRUCTION SHALL BE REROUTED AND REPLACED. 13. ALL PAVEMENT PATCHING ''DUE -0 UTILITIES 1145TAl.L*Ti ON. 5. ALL SIDE SLOPES GR[AI[R THAN J:1 WILL BE SODDED CONSTRUCTION OF CURBS, ETC OR DAMAGE T8 E�S7l 0g PAVEMENTS DURING CONSTRUCTION SHALL BE PATCHED OR STABILIZED WITH EROSION CONTROL BLANKET. WITH A PAVEMENT WHICH OR EXCEEDS ALL AREAS DISTURBED DURING CONSTRUCTION SHALL THE EXISTING SECTION BY THE CONTRACTOR DO|}VC THE VV0RK HAVE TEMPORARY SEEDING AND MULCHING AND WILL BE INSTALLED AS SOON AS POSSIBLE. 14. THE CONTRACTOR SHALL RECOGNIZE RESPECTIVE WORK ' AND SHALL BE RESPONSIBLE FOR VERIFYING LDC/TJN 7. CONSTRUCTION OF ALL SEWER LINES AND STRUCTURES , 5\Z[' AND ELEVATION OF THE EXISTING UTILITIES, STR~ T- C 5HALL BE IN ACCORDANCE WITH LOCAL AND STATE URES. 9|P[3. PAVEMENTS, ETC, AS RELATED TO RULES AND REGULATIONS. y0Rk' NOTIFY ARCH |T[CT/ENGiNEER 0F ANY CONFLICT 8. WHERE WATER LINES AND SANITARY SEWERS CROSS AND AND OR DISCREPANCIES IN THE CONSTRUCT 0N DOCUMENTS, PRIOR TO THE START OF CONSTRUCTION. THE WATER LINE CANNOT BE PLACED ABOVE OR BELOW THE 9BN[R WITH A MINIMUM OF 18^ VERTICAL CLEARANCE, ' �^ 15 THE GENERAL CONTRA TOR S�`ALL BE RESPONSIBLE TO THE SEWER MUST BE CONSTRUCTED OF WATER ' VDRKS GRADE DUCTILE IRON PIPE WITH MECHANICAL IDENTIFY WHETHER. AN EXISTING IRRIGATION SYSTEM IS JO|NTS OR PLASTIC (3DR 2 -/ SEWER -PIPE WITH GASKETED PRESENT ON SITE AND WITHIN THE PROPOSED CONSTRUCTION ' COMPRESSION JOINTS WITHIN 1D'-0' OF WATER AREA ' IF AN EXISTING IRRIGATION SYSTEM IS PRESENT |.L MATERIAL. AND WILL BE AFFECTED BY THE NEW' CONSTRUCTION, IT IS THE. GENERAL CONTRACTOR'S RESPONSIBILITY TO 9. WHERE WATER LINES AND SANITARY SEWER LINES RUN EMPLOY AN SUBCONTRACTOR TO REVIEW THE PARALLEL AND A MINIMUM SEPARATION DISTANCE �}F ' 10'-0" EXISTING SYSTEM. THE IRRIGATION SUBCONTRACTOR BE MAINTAINED, THE SEWER MUST BE CONSTRUCTED WATER WORKS GRADE DUCTILE IRON SHALL MODIFY THE EXISTING |RR|�°''um SYSTEM AS P|pE WITH MECHANICAL JOINTS DR PLASTIC (SDR �"� NECESSARY TO ASSURE THE SYSTEM'S SEWER PIPE WITH GASKETED, COMPRESSION -TYPE JOINTS. INCLUDING BUT NOT LIMITED TO ADDING OR MODIFYING AND DELETING EXISTING IRRIGATION H[AD5 , VALVE BOXES, 10. ALL PIPES LENGTHS SHOWN ON DRAWINGS ARE FOR �INTEGRITY, Y|R|NC OR OTHER ELEMENTS TO 9ROY'~~ ADEQUATE IRRIGATION, HYDRAULIC CALCULATION PURPOSES ONLY. IT |5 THE ' RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXACT LENGTHS REQUIRED FOR ACTUAL INSTALLATION. °��'�[ ��A��^ �� J��° "DON'T ��|�� L�|U�� 'IT '5 THE AV* M.g. L."We"o rvolm" wvcr PC. call 1-aoo'382-5544 2 Working Days Before vmmg. ^