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Home My WebLink AboutCitizens Water Main (146th St, Allisonville Rd & 141st St) N W citizens CO) IN 1ANAP0 Is , IN 1ANA W a 0 0 N CITIZ NS N RGY GROUP TEE m 146th ST ■■ REET , ALLISONVILLE 0 ROAD , Z H V WAT R MAIN PRO CT EM) W 0 PROJECT NOE. W= B1 2008 a v PHASE 2 EM3 W 0 M a Z R o� FISHERS, IN INDEX OF DRAWINGS a DWG. NO. SHEET NO. DESCRIPTION 1 COVER SHEET W G1 .0 2 GENERAL NOTES A1 .0 3 ALIGNMENT A B1 .0-131 .2 4-6 ALIGNMENT B ,a ca DT1 .0—DT1 .0B 7-8 DETAILS TOM r ,. IIBOU Old ' SONY R SUMMARY OF QUANTITIES t I!' v SOMMERWOOD -� K ¢ ► , _ Qy O 5 0 C BUTTER P W SCALE: NTS Z - m I ITEM NO. APPROXIMATE QUANTITY UN I T ITEM 0 CARNATION � a T y w 5 Z S�"�'� W W w ; a Y T > t W r 2 J s r ` :4 .- ? 1477" 1 325 LF 24-in DI Water Main Restrained Joint (Open Cut) J O �' HELSEA R d' Z O m G T 1 S Zl �ttzzzzitztt��l?? m _ , ' r°s - t 2 1033 LF 30-in HDPE Water Main (HDD) Z �titit�y J. �� i %S I�''�, HOPEWELL Z rNq 'S 0 N ',... MINES! o LINDSE q 3 1 EA 24-in R.J.D.I. Butterfly Valve (A 10000097 * ^' n WILL W a 0 - 4 2 EA 30"x24" R.J.D.I. Reducer J ti PROJECT �� _ Q r+ STAT.ECW �. � AL � ttiti LOCATION o �o °�`' °� 5 2 EA 24-in R.J.D.I. 22.5 Degree Elbow w Thrust Blocking Eft THESE PLANS, CERTIFIED BY: ��tttzzzizZZ ;` Z t �P g / s�"! y RAVEN (PHASE 2) woods SO m 6 4 EA 24-in R.J.D.I. 45 Degree Bend w/Thrust Blocking Uj 'EU _ ANTHONY J. KENNING '4'ST REGISTERED PROFESSIONAL ENGINEER STATE OF INDIANA NO. PE10000097 F- GG� W OD RK 7 1 EA Meter Pit & Valve OAF R0N P m w o w w GABS w O w 40 PREPARED BY: r: ; �000 BA ST yWABASH 1 EA Air Relief Valve W OST R D HARRISON o W SRI- N a ( 9 1 EA Blowoff Assembly r DLZ INDIANA LLCf-' ' "aU1Lr7_Y Z F; o ° Us 5 157 E. MARYLAND STREET F` SF° y z Ln A °9� ° x I 10 325 LF Topsoil and Seed a INDIANAPOLIS, IN 46204 p u z c PHONE NUMBER: (317) 633-4120 Y ARDE NES RIXHAh 11 533 LF Silt Fence 1` O _-- GILLINGHAM ;JF C� 00 LOCATION MAP . v oc o LU C311bAWpod1S N CALL M WORKING DAYS BEFORE YOU DIG Z DLZ INDIANA, LLC PROJECT NO. 1263-0815-90 rrs THE LAW 811 W N F— C ( rlZeNS .JAW .�A M I qlm" A«r Sam J C ce -sr �T. GENERAL NOTES I. GENERAL NOTES III. TREE REMOVAL AND PROTECTION VII. EROSION PROTECTION DURING CONSTRUCTION A. CONTRACTOR SHALL RESTORE ALL DRIVES AND PAVEMENT TRUE TO HORIZONTAL AND VERTICAL LINES. THE A. TREES MAY BE REMOVED FROM THE PROJECT SITE WHERE THEY INTERFERE WITH THE PLACEMENT OF THE WATER MAIN A. THE CONTRACTOR SHALL PROVIDE ADEQUATE EROSION PROTECTION MEASURES DURING CONSTRUCTION. ~ w �1 SECTION REMOVED SHALL BE REPLACED TO ITS ORIGINAL CONDITION WHERE INDICATED ON THE PLANS OR IMPROVEMENTS. CONTRACTOR SHALL COORDINATE ALL TREE REMOVAL WITH OWNER AND OBTAIN ALL NECESSARY PERMITS. � v BETTER OR AS STATED BY THESE PLANS AND SPECIFICATIONS. ANY DRIVE OR PAVING OUTSIDE THE TRENCHING Q W B. SWALES DRAINING THE PROJECT LIMITS SHALL BE MULCH SEEDED OR SODDED AND CONTRACTOR SHALL BE RESPONSIBLE AREA DAMAGED BY CONSTRUCTION PRACTICES SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE B. THE CONTRACTOR SHALL ENDEAVOR TO SAVE AND PROTECT TREES OF VALUE AND WORTH WHICH DO NOT IMPAIR FOR ESTABLISHING GRASS COVER. 0 0 OWNER. CONSTRUCTION OF IMPROVEMENTS AS DESIGNATED. IN THE EVENT CUT OR FILL EXCEEDS 0.5 FOOT OVER THE ROOT AREA, Ky pp THE OWNER SHALL BE CONSULTED WITH RESPECT TO PROTECTIVE MEASURES TO BE TAKEN, IF ANY, TO PRESERVE SUCH C. CONSTRUCTION OPERATIONS CONDUCTED WITHIN PUBLIC RIGHT-OF-WAY SHALL BE NEATLY FINISH GRADED AND MULCH „a W a C B. WHEN EXCAVATING NEAR UTILITIES, CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPORTING, BRACING OR TREES. SEEDED. V"� d J N SHORING AS REQUIRED TO PREVENT DAMAGE TO THE UTILITIES. ` ..I Z C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE METHOD FOR PROTECTION OF TOPS, TRUNKS AND ROOTS D. THIS EROSION CONTROL PLAN SHALL BE CONSIDERED A MINIMUM APPLICATION. THE CONTRACTOR SHALL BE RESPONSIBLE Q m C. CONTRACTOR SHALL RESTORE ALL AFFECTED SITE CONDITIONS TO THEIR ORIGINAL CONDITION OR BETTER AFTER OF EXISTING TREES ON THE PROJECT. TO AVOID CONSTRUCTION DAMAGE, TREES SHALL BE BOXED, FENCED OR OTHERWISE FOR PROMPTLY AND PROPERLY ADDRESSING UNFORESEEN EROSION IN ACCORDANCE WITH THE INDIA NA STORM WATER Z N COMPLETION OF THE WORK. GRASS REQUIRING REPLACEMENT THROUGHOUT THE PIPELINE ROUTES SHALL BE- PROTECTED BEFORE AND ADJACENT WORK IS STARTED. EARTH OR MATERIAL AND EQUIPMENT SHALL NOT BE STOCKPILED QUALITY MANUAL. CONTRACTOR SHALL KEEP AN UP-TO-DATE RECORD ONSITE OF ANY ALTERATIONS TO THE STORM WATER 0 W W SEEDED. ANY DITCH AFFECTED BY THE PIPELINE CONSTRUCTION SHALL BE RE-ESTABLISHED TO ITS ORIGINAL OR STORED WITHIN THE SPREAD OF BRANCHES. BRANCHES WHICH NEED TO BE REMOVED OR ARE BROKEN SHALL BE POLLUTION PREVENTION PLAN. W LINE AND GRADE. NEATLY TRIMMED AND SCARS SHALL BE COVERED WITH TREE PAINT... Z Q E. CONTRACTOR SHALL NOTIFY THE HAMILTON COUNTY SOIL AND WATER CONSERVATION DISTRICT ATLEAST 48 HOURS TO D. A THOROUGH ATTEMPT HAS BEEN MADE TO SHOW THE LOCATIONS OF ALL UNDERGROUND OBSTACLES, DRAINAGE D. TO MINIMIZE STRESS TO TREE SPECIMENS IN THE AREA OF CONSTRUCTION, THE WATER TRENCH SHALL BE OPEN FOR A BEGINNING OF CONSTRUCTION. •�"' Q a SEWERS, CULVERTS AND UTILITY LINES IN THE WORK AREA. HOWEVER, THE CONTRACTOR SHALL BE MINIMUM AMOUNT OF TIME AND THE ROOTS ON THE TRENCH SIDE OF THE TREE SHALL BE SEVERED IN A CLEAN CUT w H W RESPONSIBLE FOR ANY DAMAGE TO OBSTRUCTIONS AND UTILITY LINES ENCOUNTERED DURING CONSTRUCTION. MANNER. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO AVOID TOTAL REMOVAL OF TREES BY DEFLECTING PIPE IF F. THE CONTRACTOR HAS FULL RESPONSIBILITY OF INSPECTING AND MAINTAINING THE EROSION CONTROL MEASURES ON W W CONTRACTOR SHALL POTHOLE ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL ADJUST ALIGNMENT AS POSSIBLE. (DEFLECTIONS SHALL BE APPROVED BY CEG PROJECT MANAGER. A DAILY W W 0 NECESSARY TO AVOID ALL UTILITY CONFLICTS. LOCATIONS OF EXISTING WATER MAINS AND OTHER UNDERGROUND ) BASIS. AT A MINIMUM, PRACTICES NEED TO BE INSPECTED WEEKLY, WITHIN 24 HOURS AFTER EACH STORM EVENT OVER UTILITIES ARE APPROXIMATE ONLY. CONTRACTOR SHALL NOTIFY UTILITY AT LEAST 48 HOURS IN ADVANCE AND IV. STRIPPING OF TOPSOIL INCH AND DAILY DURING PROLONGED STORM EVENTS. FAILING PRACTICES SHALL BE REPAIRED OR REPLACED IMMEDIATELY. a HAVE THE UTILITIES LOCATED PRIOR TO EXCAVATING. THE ENGINEER OR OWNER WILL NOT GUARANTEE ANY G. ANY SEDIMENT TRACKED � � ELEVATIONS OR LOCATIONS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THESE PLANS. CKED OUT OF PROJECT AREA ONTO PUBLIC STREETS MUST BE CLEANED UP THE SAME DAY IT OCCURS. t A. THE CONTRACTOR SHALL VERIFY THAT ALL TOPSOIL HAS BEEN REMOVED IN THE AREAS TO BE OCCUPIED BY THE WATER MAIN. TOPSOIL SHALL BE REMOVED TO A DEPTH OF 6 INCHES OR DEEPER, IF NECESSARY, TO REMOVE VEGETATIVE MATTER H. CONTRACTOR SHALL SUBMIT CONSTRUCTION STAGING PLAN DETAILING ALL VEHICLE AND EQUIPMENT PARKING AREAS, FUELING E. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEWATERING NECESSARY AS PER SPECIFICATIONS. WATER WHERE REQUIRED. , AND DESIGNATED CONCRETE T r REMOVED BY DEWATERING EQUIPMENT SHALL NOT BE DISPOSED OF INTO EXISTING COMBINED OR SANITARY LOCATIONS, CONSTRUCTION TRAILER PLACEMENT RUCK WASHOUT AREAS. SEWERS OR RIVER. WATER DISCHARGE TO ANY OTHER LOCATION SHALL BE APPROVED BY THE LOCAL B. TOPSOIL SHALL BE KEPT SEPARATED FROM SUITABLE FILL MATERIALS AND SHALL NOT BE USED AS FILL. I. IF CONSTRUCTION WINDOW EXTENDS THROUGH WINTER, TEMPORARY MULCHING AS SPECIFIED MUNICIPALITY HAVING JURISDICTION. IN CHAPTER 7 OF THE INDIANA C. TOPSOIL SHALL BE STORED AT A LOCATION WHERE IT DOES NOT INTERFERE WITH CONSTRUCTION OPERATIONS. EXCESS STORMWATER QUALITY MANUAL SHALL BE REQUIRED. .. F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE HEALTH AND SAFETY OF HIS EMPLOYEES AND THE TOPSOIL SHALL BE REMOVED FROM THE SITE. TOPSOIL STORAGE AREAS SHALL BE APPROVED IN WRITING BY THE OWNER. J. TEMPORARY SEEDING SHALL BE INSTALLED ON ANY CLEARED AREA THAT WILL BE U SUBCONTRACTORS PER OSHA REGULATIONS AND ANY OTHER ORGANIZATION HAVING JURISDICTION. UNDISTURBED FOR 15 DAYS OR MORE. G. CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING A BID FOR WORK. BY SUBMITTING A BID, THE D. TOPSOIL SHALL BE REASONABLY FREE FROM SUBSOIL DEBRIS AND STONES. K. THE CONTRACTOR SHALL CONTROL DUST ON SITE WHEN NECESSARY USING METHODS WHICH COMPLY WITH THE INDIANA CONTRACTOR INDICATES THAT HE HAS VISITED THE SITE AND IS AWARE OF ALL EXISTING CONDITIONS. STORM WATER QUALITY MANUAL. E. CEG WILL BE RESPONSIBLE FOR CLOSING ALL WATER VALVES. THE CONTRACTOR SHALL COORDINATE ALL WORK EFFORTS H. NO OPEN TRENCHES WILL BE ALLOWED IN THE EVENING AFTER DAILY CONSTRUCTION OPERATIONS HAVE FINISHED, WITH CEG. SOIL AND EROSION CONTROL TIMELINE EXCEPT IN THE AREA OF THE TRENCHING BOX. CONTRACTOR TO PROVIDE SUITABLE PROTECTION AND F. CONTRACTOR SHALL KEEP ALL EXISTING WATER MAINS IN SERVICE UNLESS NOTED ON PLANS. L. SILT FENCE SHALL BE SET IN PLACE BEFORE ANY OF THE SOIL TO BE CONTAINED BY THE CONSTRUCTION FENCING AROUND TRENCHING BOX AREA FOR PUBLIC SAFETY. FENCE IS DISTURBED. FENCE IS I. CONTRACTOR SHALL REMOVE AND REPLACE SIGNS IN ROUTE OF CONSTRUCTION. REPLACEMENT SHALL BE IN G. CONTRACTOR SHALL POTHOLE ALL BURIED UTILITIES (INCLUDING SANITARY LATERALS) PRIOR TO INSTALLATION OF NEW WATER TO REMAIN AND BE MAINTAINED UNTIL THE SITE IS STABILIZED WITH FINAL GROUND COVER. ACCORDANCE WITH CITY, COUNTY AND STATE SPECIFICATIONS. ANY SIGNS DAMAGED BY CONSTRUCTION SHALL BE MAIN AND MAKE NECESSARY ADJUSTMENTS IN ADVANCE TO THE NEW WATER MAIN GRADE SO THAT FITTINGS (OTHER THAN M. CURB INLET/CATCH BASIN PROTECTION SHALL BE USED BEFORE PAVEMENT OR PLANTING AREA WITHIN 50' OR UPSTREAM REPLACED AT THE EXPENSE OF THE CONTRACTOR. THOSE SHOWN ON THE PLANS) ARE NOT REQUIRED. CONTRACTOR SHALL PAY FOR ADDITIONAL FITTINGS NOT SHOWN ON FROM THE STRUCTURE IS DISTURBED. PROTECTION IS TO REMAIN AND BE MAINTAINED UNTIL PAVEMENT, CURB AND PLANTING PLANS. AREA ARE RESTORED. J. ALL CULVERTS TO BE REPLACED SHALL BE REPLACED WITH MATERIALS APPROVED BY THE LOCAL JURISDICTION. H. SANITARY LATERALS, STORM LATERALS, STORM SEWERS AND APPURTENANCES MAY BE ENCOUNTERED ALONG THE WATER MAIN VIII. PLOWABLE FILL d K. ALL DISTURBED SECTION MONUMENTS, INCLUDING THOSE NOT IDENTIFIED ON THE PLANS SHALL BE RESTORED TO ROUTE. CONTRACTOR SHALL REMOVE AND REPLACE PIPE AND STRUCTURES (INCLUDING DISPOSAL OF) AS REQUIRED BY THE THEIR ORIGINAL CONDITION AND LOCATION AS APPROVED BY THE HAMILTON COUNTY SURVEYOR. (SEE JURISDICTION WITH NO ADDITIONAL COST TO CEG. A. FLOWABLE FILL SHALL BE REQUIRED FOR ALL UTILITY CROSSINGS UNDER PAVEMENT WITHIN AREAS 5 FEET BEYOND THE SPECIFICATIONS FOR ADDITIONAL DETAILS). V. GRADING EDGE OF PAVEMENT, SIDEWALK, CURBS, GUTTERS, OR SIMILAR STRUCTURES. L. IN THE EVENT THE OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE FINDS THE MATERIALS OR THE FINISHED IX. SITE RESTORATION PRODUCT IN WHICH THE MATERIALS ARE USED OR THE WORK PERFORMED ARE NOT IN REASONABLY CLOSE A. THE CONTRACTOR SHALL PERFORM ALL GRADING OPERATIONS TO BRING SUBGRADES, AFTER FINAL COMPACTION, TO THE CONFORMANCE WITH THE PLANS AND SPECIFICATIONS, AND HAVE RESULTED IN AN INFERIOR OR REQUIRED GRADES AND SECTIONS FOR SITE IMPROVEMENT. A. IN THE EVENT OF DAMAGE TO PAVEMENT AND/OR CONCRETE CURB, THE CONTRACTOR SHALL REPLACE OR REPAIR AS UNSATISFACTORY PRODUCT, THE WORK OR MATERIALS SHALL BE REMOVED AND REPLACED OR OTHERWISE DIRECTED BY THE OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE. CORRECTED WITH NO ADDITIONAL PAYMENT. VI. WATER MAIN CONSTRUCTION M. THE CONTRACTOR SHALL HAVE AVAILABLE AT ALL TIMES AND ON THE WORK SITE WHEN WORK IS IN PROGRESS, A. CURRENT CITIZENS ENERGY GROUP STANDARDS SHALL PREVAIL AS TO MATERIALS AND METHODS OF CONSTRUCTION. ` AS HIS AGENT, A COMPETENT SUPERINTENDENT CAPABLE OF READING AND UNDERSTANDING THE PLANS AND o SPECIFICATIONS AND EXPERIENCED IN THE TYPE OF WORK BEING PERFORMED. THE SUPERINTENDENT SHALL B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING ALL PERMITS FOR ALL OR PORTIONS OF THIS RECEIVE INSTRUCTIONS FROM THE OWNER OR HIS AUTHORIZED REPRESENTATIVES AND SHALL HAVE FULL PROJECT PRIOR TO STARTING CONSTRUCTION. CONTRACTOR SHALL NOTIFY CITIZENS ENERGY GROUP A MINIMUM OF 48 AUTHORITY TO EXECUTE ORDERS OR, DIRECTIONS WITHOUT DELAY. HE SHALL PROMPTLY SUPPLY SUCH HOURS PRIOR TO COMMENCEMENT OF WATER MAIN CONSTRUCTION. EXISTING LEGEND ip MATERIALS, EQUIPMENT, TOOLS, LABOR AND INCIDENTALS AS MAY BE REQUIRED. SUCH SUPERINTENDENT SHALL BE FURNISHED IRRESPECTIVE OF THE AMOUNT OF WORK SUBLET. C. WATER MAIN SHALL BE INSTALLED IN ACCORDANCE WITH THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT (IDEM) ss ZZ222222j N. IT IS ESSENTIAL THAT THE WORK TO BE DONE IN CONJUNCTION WITH THIS PROJECT SHALL BE INSTALLED REQUIREMENTS. EXISTING SANITARY SEWER EXISTING TREE D. THE WATER MAIN LOCATIONS AS DRAWN ARE APPROXIMATE ONLY AND UTILITIES OR OTHER OBSTACLES MAY AFFECT THE sr EXISTING STORM SEWER titi�� * � ''� ACCORDING TO THESE PLANS AND SPECIFICATIONS. THE OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE WILL EXISTING BUSH �p e;�,��, BE REQUIRED TO CERTIFY CERTAIN PORTIONS OF THIS PROJECT UPON COMPLETION. THEREFORE, IT IS EXACT ALIGNMENT OF THE WATER MAIN. UTILITIES, CONTOUR CHANGES OR OTHER OBSTACLES MAY INCREASE OR DECREASE ti iQ' y NECESSARY TO OBTAIN APPROVAL AND ACCEPTANCE BY THE APPROPRIATE Cl THIS DEPTH ACCORDINGLY. WATER MAIN GRADE CHANGES ARE SUBJECT TO OWNERS APPROVAL. ti N , /COUNTY AGENCIES THAT w EXISTING WATER MAIN EXISTING SANITARY MANHOLE N� $ p o N : ZN CONSTRUCTION WAS DONE IN COMPLIANCE WITH THESE PLANS AND SPECIFICATIONS. ANY DEVIATION FROM E. THE CONTRACTOR SHALL PATCH AND PAVE ALL DISTURBED AREAS AS SOON AS PRACTICAL AFTER BACKFILLING AND THESE PLANS AND SPECIFICATIONS WITHOUT WRITTEN APPROVAL WILL BE CONSIDERED ACTION TAKEN UNDER COMPACTION OF THE PIPE TRENCHES. Fo EXISTING FIBER OPTIC sr EXISTING STORM MANHOLE THE CONTRACTOR'S RESPONSIBILITY AND LIABILITY. 0. THE DESIGNATION A.S.T.M. SHALL REFER TO THE AMERICAN SOCIETY OF TESTING AND MATERIALS STANDARDS. F. A MINIMUM OF 4.5 FEET COVER SHALL BE PROVIDED ON ALL WATER MAINS. EXISTING GAS EC]B EXISTING CATCH BASIN r�trzztizzz THE LATEST REVISION OF LISTED A.S.T.M. STANDARDS SHALL PREVAIL. G. THE CONTRACTOR SHALL REMOVE BY PUMPING OR OTHER SUITABLE METHODS ANY WATER WHICH MAY ACCUMULATE IN EX r TRENCHES. CONTRACTOR SHALL PREVENT SEDIMENT IN DISCHARGE. DEWATERING FOR THE PURPOSES OF PIPE INSTALLATION °H ISTING OVERHEAD ELECTRIC EXISTING TELEPHONE MANHOLE P. THE DESIGNATION INDOT SHALL REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SHALL BE INCLUDED IN THE COST. SPECIFICATIONS DATED 2012 AND ALL SUBSEQUENT REVISIONS. � EXISTING LIGHT POLE � EXISTING WATER METER H. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TESTS FOR LEAKAGE, INFILTRATION AND DEFLECTION AS ESTABLISHED Q. CONTRACTOR SHALL CLEAN STREETS OF CONSTRUCTION DEBRIS DAILY TO THE SATISFACTION OF THE TOWN OF BY CITIZENS ENERGY GROUP AND IDEM. ANY PORTIONS NOT PASSING SAID TESTS FOR ACCEPTANCE SHALL BE REPAIRED i FISHERS, OWNER, AND ENGINEER. OR REPLACED AT THE CONTRACTOR'S EXPENSE, INCLUDING RE-EXCAVATION AND BACKFILL. ALL TESTING SHALL BE EXISTING UTILITY POLE R. THE OWNER WILL OBTAIN THE IDEM WATER MAIN CONSTRUCTION PERMIT. THE CONTRACTOR SHALL BE OBSERVED BY THE OWNER OR IT'S REPRESENTATIVE FOR CERTIFICATION WITHIN TEN DAYS AFTER COMPLETION. RESPONSIBLE FOR ALL OTHER PERMITS NECESSARY TO COMPLETE THE PROJECT, INCLUDING ALL WATERWAY I. TRENCH SHALL BE OPENED SUFFICIENTLY AHEAD OF PIPE LAYING TO REVEAL OBSTRUCTIONS, AND SHALL BE PROPERLY CROSSINGS, TRAFFIC CONTROL, AND ROAD CUT PERMITS. PROTECTED AND/OR BARRICADED WHEN LEFT UNATTENDED. PROPOSED LEGEND S. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE APPROPRIATE AGENCY HAVING AUTHORITY SUCH AS THE PUBLIC WORKS DEPARTMENT, THE STREET DEPARTMENT, CITY ENGINEER, AND ANY OTHER UTILITIES. J. CONTRACTOR SHALL BE RESPONSIBLE FOR SHEETING AND BRACING OF TRENCHES AS NECESSARY TO PROTECT WORKMEN AND ADJACENT STRUCTURES. ALL TRENCHING SHALL BE DONE IN ACCORDANCE WITH O.S.H.A. STANDARDS TO PROTECT - W - PROPOSED WATER MAIN CAP T. WHERE SIDEWALK IS REMOVED, CONTRACTOR SHALL PLACE AND MAINTAIN TEMPORARY STONE SIDEWALK WORKMEN. THE COST SHALL BE INCLUDED IN THE UNIT PRICE FOR OTHER ITEMS. H PROPOSED WATER VALVE 1 CONSISTING OF 4-INCHES IN. NO 53 LIMESTONE. MINIMUM WIDTH OF WALK SHALL BE 5-FEET. PLACEMENT OF LINESTOP WALK SHALL OCCUR WITHIN THE SAME DAY IT IS REMOVED. COST OF TEMPORARY SIDEWALK SHALL BE INCIDENTAL TO OTHER ITEMS. PROPOSED FIRE HYDRANT PAVEMENT, CURB RAMP OR SIDEWALK o U. ALL PAVEMENT TO BE REMOVED SHALL BE FULL DEPTH SAW CUT. PROPOSED REDUCER REMOVAL/REPLACEMENT II PROPOSED VERTICAL FITTING COMPACTED AGGREGATE BACKFILL FOR N II. CLEARING AND GRUBBING �' w\ ROADWAYS/DRIVEWAYS/SIDEWALKS � M PROPOSED TRANSITION COUPLING i��►�1�� = , v A. CLEARING AND GRUBBING SHOULD BE COMPLETED BY CONTRACTOR. a N B. ALL AREAS SHALL BE CLEARED, GRUBBED AND RESTORED AS REQUIRED FOR THE PURPOSES OF INSTALLATION UTILITIES -I�+ PROPOSED TEE RESTRAINED PIPE �� i OF THE WATER MAIN AND VAULT. CERTAIN AREAS ARE NOTED ON THE PLANS TO BE CLEARED AND GRUBBED. PROPOSED TAPPING SLEEVE AND VALVE 3 THERE ARE OTHER AREAS WHICH REQUIRE CLEARING AND GRUBBING THAT ARE NOT DEPICTED ON THE PLANS. EOP EDGE OF PAVEMENT GAS•o i IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THOSE LOCATIONS AND INCLUDE THEM IN HIS BID FOR VECTREN FIBER TELEPHONE WATER CONTROL POINT It °' ' CLEARING AND GRUBBING. 0 o BRIAN HARGER DUKE ENERGY AT&T INDIANA INDIANA-AMERICAN WATER PROPOSED 90' BEND 16000 ALLISONVILLE RD. CINDY ROWLAND BRAIN CRAVENS MIKE SEALS - BENCHMARK 0 r- P.O. BOX 1700 100 S. MILL CREEK RD. 5858 N. COLLEGE AVE. (317) 885-2444 o NOBLESVILLE, IN 46061-1700 NOBLESVILLE, IN 46062 INDIANAPOLIS, IN 46220 PROPOSED 45' BEND SILT FENCE _° PO 1-1 (317) 776-5534 (317) 776-3541 (317) 252-5003 PROPOSED 22.5' BEND " 0 ao LO Ln 0 O "�i COMCAST TELEVISION: I WATER SEWER TOWN $ PROPOSED 11.25' BEND o THOMAS SPENCER CITIZENS ENERGY GROUP HAMILTON SOUTHEASTERN TOWN OF FISHERS Kmr 48 hillrm ymdlg N N N JEFF MILLER SEWER LAURA THIELKING $ PROPOSED 5.625' BEND CALL TWO WORKING DAYS _ PROJECT MANAGER 1220 WATERWAY BLVD. JIM HART 1 MUNICIPAL DR. BEFORE YOU DIG 5330 E. 65th STREET o �i INDIANAPOLIS, IN 46220 INDIANAPOLIS IN 46206 1 1901 LAKESIDE DR. FISHERS, 1N 46038 rrs THE uw • (317) 752-9426 (317) 263-6442 FISHERS, IN 46038 y � (317) 595-3166 att 3 � _ (317) 577-2300 TOWNSHIP: DELAWARE COUNTY: HAMILTON d O - - - - ✓ I \ \ BLOWOFF ASSEMBLY CdNNECT 0 PHA E I I IIII I I I \ IIIII �s \ - I I I II 1 1 I II \ N=1730,84 5 +0 r III III IIII III I I III G W \ IIII II I I II III � \ E_ \ X 1 I I IIIII I I I I I oc 00 NOTE. \ I o III III IIII I I I IIIII III wao CONTRACTOR TO SEPARATE TOP \ 1 I ZQ (m 4 _OF TOPSOIL FROM EXCAVATION AND x?x .--- - , _',1�`:1.%_\\:\�\,1 I\T\I,�\�\�/I c\\1 I o 1,I\,\I��./1✓ ,\ �1 c.II,/1 11 I II I I I\I 1 I 1 1 I I I II I 1 I I 1 1�I I I I I I 1 I I III I I I I I I I I I I 1 1 I I I II I I I I 1 I I I 1 I I 1 1 I I I I I I I�1 I 1 1I �II�I I I I I I I I II I1 I/I I 1 I I I II I I,I I l�I II�I I I II I I I Ij I I I I i I I I I II I I I/I I�I I I I I II I I I I I I C i I I I I I I I I i I I I I I I I II III I I III II I I II I I 1 I I I I I I I II I II I I I I II II II 1 I I I I I II I II I I II I I II III II III I I I II I I II I I I I II I I I II I I II I I I II I I II II I I I I I III II I I I I I I I I III I(I I I I III I I III I I II I I III I I I I I IIII I I I I I III I I I I II I I II I 1I I I I I I I I I I I 1 I 1II II I II I I I 1 I I I 1I I i I I I I I 1 I 1 I 1I II I I 1 II I II I I I I1i I1 I II I I I I II II t 1I I I I I I I I I 1 I I II\I I I I I I I\I \I I I\1\I I \ \1 \/ �r V 1.•.Z i Z REPLACE EXISTING TOP 1 ' OF TOPSOIL a W H s�t ,* .ti L�1 ,'N y N N• - .,Y...N BACK TO TOP OF EXCAVATION. p �� w—X x� X,/ `v Z� � J �STAGING AREA W 45' ELBOW (24 ) WITH W THRUST BLOCK w w 0 4 N=1730645.82 sTA. 10+20, � U) V) CL x xE=227693.68 U' x h � o;,'7� � 7 x x x V x�; 45' ELBOW c 24� WITH {THRUST BLOCK ' ' , >; I - \ � K „'STA. 10+03, N=1730632.02 E=227704.16 % ' x x O ill/I, W 30" HDPE BY HDD - 749_LEVEE =X_1730827.TEMPORARY ACCESS & STA GING E=�o� 750- 1 PROP. 30' EASE. AREA (PHASE 2 CONSTRUCTION) LEVEE //_7 51_ 50 IS R,�&APs- 74x —748- 747 — .74 4;5-746 PROP. 30, —ASE- LEGEND 17-10-24-00-00-001.000 0 E 146TH ST STAGING AREA RNE B> PROP. 30' EASE. CARMEL IN 46033 TEMPORARY ACCESS & STAGING AREA N (PHASE 2 CONSTRUCTION) z 1 - O� v 760 760 ee2zz2t�Z 755 755 750 750 THF UST 131 OCK it F= /—PROVIDE END OF PIRE AIR RELIEF VALVE STA. 10+12 745 745 45' ELBOW (24") WITH BLOCK STA. 10+03 740 740 735 735 3 730 730 10+00 11+00 12+00 13+00 14+00 00 wo LINE 'A' c 0L0 N%M to H11 Q z •.,.. •• N N O' CL U/ O o PROP. 30' E. I I I \ \ I \ \ \ \ \ \ r J 7 PROP. 30 EASE. \ \ 14 \ \ \ \ J w aW 0 0>�. o W� \ wao I 1 I Z Ln w 0 v) LINE 'B' �� — — 1 \ \ I J \ . .. J F.. Z a III . -I� }-I-I I w_--w 22� — — — I I 1 I 1 \ 22.5''E-BOW 24" I 30 x2 .D.I. ED CER — l w�� I ` �-� I"' w V ICAL DEFLECTIO) I I I STA. 2� 0 , I — 7�-w�� I 1 1 \ 1 -✓ LLJ w /WITH THRUST BLOC II N=17 6 1.3� 11 � - — \ w I I I \ � w W 0 STA. 20+0 I I E=2270 . 1 I I I — — w 1�►-w J 1 ` o W w N=1730631.61 I I � � I 4 l - , — � \ '�'�----..w 23 I � ( I I I --.< � --� f- H a / HDPE BY D E=227707.1 �+ I — - w I ' / —1 I ♦+ f ^ II IIII �I PROP. 30' EASE. / � \ � � �-L--_ II I I - I \ I \ \ w---_w 25 oo ICI III 1 I I I I n I I I I I I I I I I I ►� I \ / � � � I I I I I l 1 \ I I I I I I I � 1 IIII 1111 I� I \ II I I I �° \ i t i II I ! 1 \ 1 IIII III ,� I 1 \ III LrI N , I III I I � � /IIIII 755 755 750 750 745 745 �tttzjjlz zz�� e') 22.5' ELBOW (24 ) titi "�MIT-LAA VERTICAL DEFLECTION ti �O �� 1' WITH THRUST BLOCK ti; Q' y Fi STA. 20+00 740 740 tZtzzztzz 735 - 735 /--EXISTING %PROUND WHITE WE 730 730 725 725 720 720 715 715 a a a. 710 710 o� U `y0 O r 705 705 °D co inL o N O O to 700 N i 700 o 0 ° 20+00 21+00 22+00 23+00 24+00 25+00 25+25 3 & o � LINE 'B' o � Date: Oct 01, 2013, 2:57pm User ID: glorig File: M:\prof\1263\0815\Phase 7010\Civil\Dwg\PP\Phose2\B1.1.dwg v v v v v v v v v v v v v v v 0 N N W � L" Ln O Cb -I -4 00 00 CA O Ln O C77 Ln Cr O Ln O L" Co Ln O Ln N Ln N CJ� + WHITE RIVER 8 S — � - - -731 — \ - -7 _- - —733-32 — _ �_ —734— —- X736735 _ _ L-7 739738 _ - - -740— \ I � D � 0 \ m I O s m N \ I m + \ � I C) \ s g �— 5° \ o � cT C) � I o I OD v I \ \ I \ m I I s- \ I � I I I \ � I °o 0 I \ I - - I � I \ I \ I I ° al w I C) g ao C) gg I a ao I C N Cr i -4 -J v v -! -! -I -I -4 1 -4 v -I -1 -! -! -I O � -+ N N W W � � Ln L" O C) -I -I 00 00 CJ� O Ln O Ln O Cr O Cr O L" O Ln O CJ" O Ln i i ZZ222222?l FILE NAME.- '' REV. # DATE REVOM citizens PARENT W.O.: =� . ti o�STFq i 1 10/1/03 PER CRY OF CARMEL COI�II mm �i .t Aa \ ti ��, _ mm. SUMMER 201 �i��'i ti �Q� �o �' � � ��3 �y g r,rzk �� 10000097 * N PROJECT' ` DRAWN 8Y' ZR8 N N N • 1.�� a��, N STATE ofiti 146th STREET, ALLISONVILLE ROAD, & SHEET � �'�' 141st STREET WATER MAIN PROJECT 5 of 8 UZZZZZZ PROJECT NO: W-612008 PHASE 2 AIR RELIEF VALVE STA. 30+47, N=1730496.57 / / _ / \ ) \ _ 30»x24 R.J.D.I. REDUCER 4.95 o� 0 �� y Q STA. 30+35, W --- � N=1730491.16 I % — — _ _ \ / / o E=228732.56 ' I I — — _ _ — _ _ / p p co PROP. 20' EASE. - - \ � � - - - �_ _ � --._ - - - _ _ _ — / _ � '„ � OC o �C / �_ - 3 w 30" HDPEBYHD 1 ❑ �`' ` / � � JZN VZ N r �'—w �� - �5 ❑ j� / ❑ ,�� o — O w . . w w - ”' v) w p v) �j.. ❑ ❑ J Q _____ 10-24-00-00-020 I .,J T -j a z : I ER M N» DI ❑ 1 0 ALLISONVIL E 01 . H IL POP. 0 EA E. A FISHERS IN 4603 W V � � ' i,'� i �, '� ''� ;• ,, 784— - � � � � � W W p U) CL v) EXISTING 24 DI 1 WATER MAIN I r' w — PROP. 20' E� O i /'% % w — _ / v, w \-METER PIT & VALVE, / \ —� SEE STANDARD PRACTICE H Q � STA. 30+42, � N=1730490.28 X783— _ I STAGING AREA C E=228739.04 (PHASE 2 CONSTRUCTION) / LLJ C� 0-) _LINE 'C' 22.5 ELBOW (24 ) / VERTICAL DEFECTION (� WITH THRUST BLOCK \ I STA. 30+39, 14-10-24-00-00-019.000 I \ 0 ALLISONVILLE RD / I N=1730490.68 E=228736.07 FISHERS IN 46038 \ FIXIST NI G 30» HDPE \ I WATE MAIN I r 3 LEGEND TEMPORARY INLET PROTECTION 0. STAGING AREA (PHASE 2 CONSTRUCTION) �Ne t2zz2t2*222??� ti tv WW N tv tv F o N" "� ' 790 �'�► ^ < Zti 790 e222222ZZ 785 785 780 » ,V)(24' KJA EXISTING " 780 304'7E o WATER MAIN 775 775 Aol 770 , 770 ci 3 m o V. 765 r 765 �iii�� a / � 3 o 0 0 760 760 Lo � C E r m co N Lo 755 755 C co co N c O .o • O CL o 750 --- - - 3 750 r G1 29+75 30+00 31+00 32+00 LINE 'B' 33+00 34+00 35+00 _ o � 9 H EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT ad STEEL OR Q W CITIZENS WATER INDIANAPOLIS WATER WOOD POST � STANDARD PRACTICE H STANDARD PRACTICE I »M�>�wA� ATTACH FILTER FABRIC O O STANDARD PRACTICE K SECURELY TO UPSTREAM OD REVISION DATE:3/1/2010 ISSUE DATE:3/1/2010 REVISION DATE:388/2007 ISSUE DATE: 12/181200781ON DATE:41�l2008 ISSUE DATE:12M88007 SIDE OF POST W a o TYPICAL BORING CASING PIPE -J Z N 2 BLOW-0FF ASSEMBLY FOR 10 THROUGH 24 MAII�T TYPICAL CHANNEL CROSSING M M m NOTES: 1. ALL PIPE USED IN CHANNEL CROSSING SHALL BE POLYETHYLENE PIPE OR DUCTILE IRON WITH RESTRAINED BENDS. (SEE STANDARD PRACTICE FLOW co W DRAWING "0" FOR RESTRAINED JOINT) - * e� " " 2. EXCAVATION WITHIN STREAM BED TO BE BACKFILLED NOTE: DECHLORINATION BAG & TABLETS REQUIRED WHILE FLUSHING + ` ;" W O Q WITH APPROVED MATERIAL AND COMPACTED. ;', , ANGLE VALVES W/LOCK ` 8 MAXI SPACING WITH + ;� J a = . GRADE NORMAL CHANNEL \\ ' � _ - - WIRE SUPPORT FENCE 6 MAXIMUM a v a _ _ _ -- PVC, PE, 8" VALVE Box & LID SPACING WITHOUT WIRE SUPPORT FENCE F- �' W STANDARD METE - I I I III—I I — <5' LEVEL <5 — _ _)I I— I \\ \ + _ _ MIN. W PIT & COVER 3 o I I I—III—III _ MIN Q w _ III—III—III t o OR DI PIPE ( " VALVE STD. PRACTICE DWG. "G") GRADE _a) Lu O II;III III -III III=11 STEEL OR WOOD POST IL IL I I;III—I I I—III I I I { r-i-r7-/T7��(.i�iii iiiii ir�'rr� °' PIPE � 36" HIGH MAXIMUM t/) RESTRAIN ALL VALVE —III—III —III- I JOINTS (TYP.) 1/4- SAMPLE BLEED y PROPOSED I— —, , — WATER MAIN G HEIGHT HEIGHT _ _... _. _. __. _ __ _ __ ____. _._ 1/2"x1/4" GALV. BUSHING 4+� 4h1 it 3 rci 22 1/2' BENDS REQ'D. _ _.. 2" VALVE FOR 12' PIPE & LARGER 3' MIN. OR AS REQUIRED BY STATE, 2" FIPT 2 1/2- M FLOW FLOW r r 6. OR 8• PIPE MAY USE COUNTY, OR LOCAL AGENCIES 2" GALV. FIRE HOSE COUPLIN, „ '�— n 22 1/2' OR 45' BENDS so• BEND 3/4 3/4 MINIMUM AN METER DUCTILE DUCTILE IRON PIPE 2" GALV. 2" GALV. PIPE MINIMUM DRAIN ROCK PR & COVER . GRADE NORMAL CHANNEL PIPE THREADED"END V. TEE DRAIN ROCK 9" MAXIMUM FULL LENGTH = 5' S " LEVEL STORAGE HEIGH �� 8 of —I I __— o MIN. III— o BLEED ASSEMBLY REQ'D \\/\ ��\ n /\/\ OF PVC OR ��- DI PIPE REO'D `r I I —LILT-III — MIN '� Z I I—I 11=III- t BLEED ASSEMBLY DETAIL \ \ . , \\\\ 6—$ \/ / I I III=1 I I '� III III III (SEE DETAIL AT RIGHT) n //� / —III III III I I—�I SECTION \ '\�'�� \ \` \/ I i GRADE 12 MIN./\ /\ / n \/ VALVE I I I I I-II I—III I I I I WATER STOP VALVE n n 12 MIN.// WATER STOP III—i I I —I RESTRAINED MJ ADAPTER –I I I'i I(I III III— PVC PLUG //� 6 X 8 TRENCH WITH \ \\ PERATING CURB 2,11 yPyN COMPACTED BACKFILL ��\ \�/\�\� JOINT (TYP.) PROPOSED KEY & LOCK WING WATER MAIN 3' MIN. OR AS REQUIRED BY STATE, WELDED SUPPORT BRACKET /\<x TRENCH DETAIL COUNTY, OR LOCAL AGENCIES / RI E NOTES: POLYETHYLENE PIPE 3/4" PVC SLEEVE "tb INSTALLATION WITHOUT TRENCHING / R� 1/2" B.I. VALVE STEM 1 . PROVIDE SILT FENCE AT SOIL STOCKPILE ON ALL DOWN SLOPE SIDES OF STOCKPILES. VALVE STEM ADAPTER UNDISTURBED ry LOWE SOIL 2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. d EDGE OF PVMT. j WOOD FOR BRACING 3. INSTALL FENCING BY DIGGING A 6" DEEP TRENCH ALONG PROPOSED FENCE LINE. POUND STAKES IN TRENCH 6"-8" OR UNTIL SECURE. BE SURE TO STRETCH FABRIC TAUT WHEN POUNDING STAKES. DRAPE o TONE AND GRAVEL LOOSE END OF GEOTEXTILE FABRIC INTO TRENCH. BACKFILL AND COMPACT SOIL ON BOTH SIDES. 3 CL 4. JOIN FENCES BY PLACING THE END POST OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST 3 S PIPEURESN& DI PIPE CASING 10" THROUGH 24" TEE FENCE. ROTATE BOTH POSTS AT LEAST 180' IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH WATER MAIN 2" BRONZE BODY BALL SPACER DETAIL EDGE of PVMT. VALVE WfTH CHROME PLATED THE FABRIC MATERIAL. DRIVE BOTH POSTS ABOUT 10 INTO THE GROUND AND BURY FLAP. PLUG W/2" TAP BALL, AUTOMATIC WEEP 5. INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN DAYS. IF FENCE FABRIC 147 0 2"x8" BRASS PIPE (NOT ONTROL BE USED AS TEARS, STARTS TO DECOMPOSE, OR IN ANYWAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION Lu IMMEDIATELY. VALVE MIN. 3' R (IF APPLICABLE) VALVE SECTION STANDARD METER 6. REMOVE DEPOSITED SEDIMENT WHEN IT IS CAUSING THE FILTER FABRIC TO BULGE OR WHEN IT REACHES PIT & COVER PLAN PROPOSED WATER MAIN ONE-HALF THE HEIGHT OF THE FENCE AT IT'S LOWEST POINT. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, GRADE THE SITE TO BLEND WITH THE SURROUNDING AREA AND STABILIZE. INDIANAPOLIS WATER INDIANAPOLIS WATER SILT FENCE - PERIMETER PROTECTION INDIANAPOLIS WATER STANDARD PRACTICE 0 STANDARD PRACTICE P STANDARD PRACTICE R SCALE: N.T.S. rj N ell . REVISION DATE: 1/1512007 ISSUE DATE: 12/1812007 REVISION DATE: 1/15/2007 ISSUE DATE: 12/18800T REVISION DATE: 1/158007 ISSUE DATE: 12/18/2007 ti 1- N' . rj a �N INSTALLATION OF RESTRAINTS SAMPLING STATION STANDARD ARRANGEMENT N TRACING STATION - ��, `fib► �ti - ti r'j" * L 2w GALV. CAP �ZZZZZtZz 64NCH CAST IRON VALVE BOX COVER 5}" LID MAIN ENDING WITH BLOW—OFF ASSEMBLY OR HYDRANT BEND RESTRAINT CJ� GRADE— — GRADE a �' �� I I I1 I I=1 I I1 I I1 I I1 I I;III I I I=1 I I1 I I1 I I-1 11 I I I1 I I1 I I=1 I I=1 I I=1 I I � � ' � I—III-III III=111 ' ' =1.5ilBOX Illl�iili��llll 1, ,IIIi �III,,III-III„I,III= OR 11-III l l� it l ll III 19 WIDE x 1B" --- � � DEEP GROOVES MAIN LINE REDUCER — TRAICMWIRE 2" GALV. PIPE 5 114"CAST IRON PLAN Raw BOX 4" RISER 1 IZ-1 I(=a—ITI=_ITI I1=_tEl I II =1 I =1 I I-1 I I=1 1=1 1= I_I 11-1 I I=1 11=1TI=1 I{- 1=1 I I-1 11=1 I I i 1=l I I 2 2" BRASS NIPPLE " BRASS NIPPLE ,..� FITTING RESTRAINT WITH PE PIPE F.E. E11 1 ' y.. .. , .1 2-90' E11 3 s HORIZONTAL i IN ALL 4sITtDD� Y M.E. 90' E11 N SECTION „��$ OVER MATERIAL. CURB COCK y (SEE DETAIL) TYPE CIHANGE. Ad,. ar s VALVE BOX LID WIRE IS LOOPED CORPORATION STOP THROUGH HOLES TAPERED THREADS IN THE PIPE. rn> ` InQtt PVC RISER O - o r ul W 9W � z MIN. 12' CAST IRON PVC Oft POLY E t i ® iA1 O n d i , l tflr LO Nap JOINT RESTRAINT DETAIL POLY REDUCER DETAIL MAT'L-#0 GALV.WIRE MANUAL AIR RELIEF VALVE ": N � O "S"HOOK DETAIL SLEEVE SCALE: NTS 3 0 C W •- a fd- o LZ LLI 00 co tA J Z N N O . . W GRATE w W O y PUMP LIFTING STRA 11 J Q 0=. DISCHARGE � • � V HOSE TIE DOWN STRAP y _ W W " l INCHING w l CORDS a 0 FLOW r � SEWN IN SPOUT BYPASS OUTLET HOLES WATER PUMP DEWATERING BAG FILTERED WATER PLAN VIEW d 11 I=ME" �� m � � � CURB CURB INLET DAM STABLE AGGREGATE UNDERLAY SIDE VIEW (FOR ADDED FLOW) o DEWATERING BAG RIGID BYPASS LOUVERS NOTES: SCALE: N.T.S. 1. TEMPORARY INLET PROTECTION SHALL BE FLOGARD FLEXSTORM, OR APPROVED EQUAL. tz2222222221�� 0 EXPANSION 2. PROVIDE CURB INLET DAM. RESTRAINT 3. OPTIONAL CURB INLET DAM AVAILABLE UPON REQUEST. �� /rj��ori�, BASIN BAG--' 4. PERIODIC MAINTENANCE IS REQUIRED PER MANUFACTURER'S N RECOMMENDATIONS. N�, Ci � ti CATCH BASIN 5. INSPECT WEEKLY AND AFTER EVERY RAIN EVENT. r�' '� titi 1 SECTION VIEW —INSTALLED— TEMPORARY INLET PROTECTION SCALE: N.T.S. 3 a� v L a U W O r AS O 3 Z oo � 0 O N N M E r co rn% C14 co o O.; o � N N CL O u d ui v ° o [� LOCATION MAP UTILITIES 0 0 Vectren Gas Comcast Northeast (Noblesville) Cable Tc 7 16000 Allisonville Road Construction Department Comcast 1 14M .q t,-,4N / PO Box 1700 5330 E. 65th Street �,� it � Noblesville, IN 46061 Indianapolis, IN 46220 (317) 776-5534 (317) 752-9426 + 'Cl Contact: Brian Harger Contact: Tom Spencer ,__� "��" Email: bharger@vectren.com Email: tspencer@telecomplacement.com I 11 r Iffl* SIP - Z 11 I AT&T Indiana Communication Duke Energy W go sy water 5858 N. College Avenue 1 00 S. Mill Creek Road Indianapolis, IN 46220 Noblesville, IN 46062 --�-, (317) 776-5341 W am sy - E 82nd St (317) 252-5003 IV Contact: Brian Kravens Contact: Cindy Rowland Email: bc3785@aft.com Email: cindy.rowland@duke-energy.com 7141 it IQ I / I E 5M sy 146TH STREET ALLISONVILLE ROAD D 141 ST STREET Turnkey Network Solutions Zayo Bandwidth Fiber Optic "a 3h 11, A 4 2647 Tobey Drive 625 East 1 1 th Street ,I--. if \_\M* �'r_- ,/ 111 JW SIP Indianapolis, IN 46215 Indianapolis, IN 46202 16 SY �_ __�t WATER MAIN PROJEC , H'ASE 1 (317) 777-7500 (317) 524-5711 W I 01h My i - - . City of Carmel Utilities City of Noblesville &M k : 0 760 3rd Avenue SW, Suite 1 1 0 16 S. 10th Street, Suite 155 Carmel, IN 46032 Noblesville, IN 46060 st -T�"_Q_ HAMILTON COUNTY INDI A (317) 571-2443 (317) 776-6330 000� � Contact: Tim Stottlemyer Hamilton County Indiana Email: tstoftlemyer@noblesville.in.us - 0 3P 1 700 S. 1 Oth Street -1 �_. , mw*�Ik PROJECT LOCATION PROJECT NO . 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PLAN AND PROFILE SHEET (STA. 5+00 TO 10+50, LINE "O'q � �N A mmnw ON ow 5. PLAN AND PROFILE SHEET (STA. 10+50 TO 16+00, LINE "O') 0 A"My KW r> MW I= 6. PLAN AND PROFILE SHEET (STA. 16+00 TO 21+50, LINE "O'q 0 KW 7. PLAN AND PROFILE SHEET (STA. 21+50 TO END, LINE "O') "WIM11111 I 111,f" s ita AN Off ASSOW .,\\ . // % . ..... 10, - . .. , .. . 8. VAL VE VA UL T DETA ILS �,- ... . 1;1 -le 1�%.. . T . . ., N, .. " AV ,%6 . . . � MN � .. 40'-. - . . . - . .. 0-� Iff 1 9. DETAILS t�43 :" . , :r.� , = . - �: I PCs = I 10. DETAILS = 1� ) /� 1! citizens '71t,. . I It AN \ ". T P k&1162 5___ * AN -Aq-t- 1 , %-a 1� I , , , 11 � I __1 I 1� � IN ,� 14 I --0 : 10911292 *a:_= =:�0'. .. - I I 11. STORM WATER POLLUTION PREVENTION PLAN 4j Z 1 I I S_0 % STAN OF .-P4- - , - ;4% - .. * .�- , � ENGINEERS ,6*- /*01x*N--*!1�Z,-- L��- fn-�� 10/01/2013 ,P .. . = API-ROXIMATE)-LOWA,5LE FILL Ek'TL-A1T5 �, .1 S -..... �� \\ (11VD0T 3PfCIFICA TION3 UNLE35 OTHERW15E NOTfO) DATE "///-/,70NAL \�'\ /111111111%1\\\\ I os� SIM, ,M, eg N LU Cj MON, ..t .2 ggpw4g, 06 f AR g a < �INI M � 4� g IA i N, CL L UM LU AM &N, VI 60 Z&:3 'UP x 0 V$qjWqi- d J 0 LLI P LU MG NO NA A C-; LU :i 4 gff NXII REIN T SM 6 FrI T� rNAM" CL z z Al X' T I--' 'W IN W,� MOO W,;g 14 w P g 8-4 'M S, w W,Fn ui I t am uj R N I(A IA Lu �VII �,g &.1 rx 11; F 4 m LL p?,g.' Vg— E M 7,1'01 LU "k E., Mai ,�.Mb U) MR-1, 031111 Naw 146 A 1p, Mv: ov, ""N FnB2 ANT 7§2. wl 'w r I,ta-W t gl* '10 w F �k Wn o�,,-,:4V p U 6- M 6i pq j! N ��,Mg ai, J,�', N,Z', Al� 1"'n 'U' -41 65 All ALIM 11 1 m g o", OW '4 "M ITI 7 411M, WAI milli Ic %0 S co DO C" LU Lo C4 a, so- 0 6 1 0% < Go 0 E LA- 0 C> u o 0 1-4 r ° W W�N U) INSTALL RAISED PAVEMENT MARKER FOR Q°40 Q HYDRANT IN LINE WITH PAVEMENT MARKINGS z i 0 d BETWEEN THE TWO EASTBOUND LANES OF 146TH STREET 146TH STREET V) p �- w W N W � W PROPOSED 142 LIFT OF 30" - _ �0° j Q W z PROPOSED 55 LIFT OF 24" HDPE WATER MAIN IN 122 cuss 758 U� > a � D.I. WATER MAIN LIFT OF 42" STEEL CASING Z Z W GNSS ; PIPE.(SEE NOTE 3.) D _ J ST N O ASPH pp � _.-- ST �- ST ST ST (/) Q LL coNC COAC --- ST ST 75 J 2 O ST ST ST PROPOSED 445 LIFT OF 24" J PROPOSED 53 LIFT OF 24 qT IL ST ST CONC T SPOLE ST - ST CONTRACTOR TO EXPOSE EXISTING " D.I. WATER MAIN Q Lu T S T T ST S p BAR ST GAS & TELEPHONE UTILITY LINES D.I. WATER MAIN 758_ �; Q g TT T �-- AND CONFIRM DEPTH OF EXISTING TEMPORARY HAUL ROAD ,�, W Z MACHINE TAP EXISTING E� T T T CONSTRUCTED BY OTHERS v^ W Q � T T i' T LINES PRIOR TO INSTALLATION OF rr• ,t 36" PCCP MAIN TO BE __ __ Nc T --- �- T Ts WATER MAIN SEE NOTE 5 .�..� °; F- J COMPLETED BY HANSON NC C/) T H W a PRESSURE PIPE. �4 �-- GAS 54 ` LLJ T T T GAS T GAST G,4S T 7 CONTRACTOR SHALL __ T T T T T T U) COORDINATE WITH HANSON � r— -- -- --------_--�-- ------ y � � ABOUT TAPPING � 0 / CONNECTION 1+� H REQUIREMENTS, 11`�-- � ; �� 2+00 0 ` , r SEE SHEET 8 FOR �� 4+00 M 00 IV DETAILS. / �� ■ `�• � r / I _ ` LINE "0" PROPOSED BORE SF _ _ SF SF SF SF SF SF I PIT —� SF SF —_ SF ---- SF SF SF SF TEMPORARY CONSTRUCTION 1s 1s crMASS a PROPOSED 30' ?-CG4) ENTRANCE. SEE DETAIL SHEET 9 15 405 LFT OF SILT FENCE. EASEMENT TEMPORARY CONSTRUCTION W SEE DETAIL SHEET 9 � ENTRANCE. SEE DETAIL SHEET 9 W cn°o I APP' R/W PROPOSED BORE STANDARD HYDRANT SETTING PER NOTES: 5. D APPROXIMATE LIMITS OF = w oo bf(n a PIT CW STD PRACTICE B, INCLUDING 1. CONTRACTOR TO SEPARATE TOP 1' OF TOPSOIL FROM TEMPORARY HAUL ROAD TO BE CONSTRUCTED U) WO I �i ;ASPH Q HYDRANT, SWIVEL TEE, HYDRANT BY OTHERS IN PHASE 2. CONTRACTOR SHALL EXCAVATION AND REPLACE EXISTING TOP 1 OF TOP SOIL N / �' ' a VALVE, 5 LIFT OF RESTRAINED D.I. REMOVE HAUL ROAD UPON COMPLETION OF O BACK TO TOP OF EXCAVATION. � Q o PIPE MISC. HARDWARE, STORZ PHASE 1 AND PERMANENTLY RESTORE v CONNECTION & INTIMINATOR DISTURBED AREA. SEE NOTE 4 FOR 2 3 ` Q ` LINE "0", STA 2+50 2. SEE SHEET 2 FOR ALIGNMENT DATA INFORMATION. RESTORATION OF DISTURBED AREA. U w I O cn HYDRANT N0. 0-28953. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING Q a / `" Q 6. SEE SHEET 9 FOR DEWATERING DETAIL z I , -+ STEEL CASING PIPE AND INSTALLATION IN ACCORDANCE 95 LIFT OF SILT FENCE. I WITH INDOT STANDARD SPECIFICATION SECTION 716. FOR INSTALLATION OF WATER MAIN. N SEE DETAIL SHEET 9 LLI I F 4. ALL DISTURBED AREAS SHALL BE PERMANENTLY � PROTECT EXISTING RESTORED WITH INDOT TYPE "R" SEED MIX IN PP. R/W OF � � CURB INLET WITH OLD RIVER ROAD INSERT BASKET CURB I ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS, CURRENT EDITION, SECTION 621. ALL DISTURBED AREAS INLET PROTECTION. / THAT POTENTIALLY BE IDLE FOR 15 OR MORE DAYS WILL SEE DETAIL SHEET 9 BE STABILIZED IMMEDIATELY. a 0 RIVER ROAD NOTE: FOR DETAILED PRO ILE VIEW �� ,,�,8.3i�,,� ROPOSED �` pG..... 3N�'%, 770 BETWEEN STATION 0+00 AND 1+25, AIR RE IEF VALVE HYDRANT 770 W?o' C,4 n z � < i: c 765 •.. 765 EXI TING 8" GAS LINE -EXISTING 24" RCPT (2) EXISTING 6" 760 STORM SEW---R TELEPHONE CONDUIT - -- 760 PROPOSED BORE PIT I W z7 XISTING GR UND r- Ln LINE "0" C cl`Ln 55 - - It 755 a 22.5' MACHINE TA — _— OF EXISTING MAI — ---- -- _ _ — W as 0 — (B HANSON CONCRETE PIP ) PROP SED BORE IT - -- - -- _ _ - - - -- — — —— — —— — -- - - - -- - _ _ — E � x o 750 o Z � 750 € c cd = o �: 8" MIN U y -5 V) ~ O CA — 745 a ` N `" z 745 a o U MM W z ROPOSED R POSED '• O N 740 I ARVEY COU LING HA RVEY COUPLING �� N 740 z y �N p o m ROPOSED 30" TO 24" RO OSED 30" T 24" 0 O EXISTING 36" w c z WA ER MAIN .I.M.J. REDUCER D.I.M J. REDUCER of 735 735 3 37 LIFT CF 24" DUCTILE IRON PIPE � N r r 'a o o + 122 LFT OF " HDPE PIPE + + + 0 � 7 3 0 IN 42 CASING PIPE 53 LIFT OF 24 DUCTILE IRO PIPE 445 LIFT 0 24" DUCTILE RON PIPE 730 r-i 0 rn 9 � N 18 OF \10 LFT OF " HDPE PI 10 L OF 30" HDPE PIPE ch 24 DU LE IRON PIPE o O u " W ° a ^ 2 Y 3 U o � 0+ 00 1 + 00 2+ 00 w 4fi00 5+ 00 0 0 0 cn r Lu INSTALL RAISED PAVEMENT MARKER FOR W o HYDRANT IN LINE WITH PAVEMENT MARKINGS 9 o� Q BETWEEN THE TWO EASTBOUND LANES OF Q m t, .. _ 146TH STREET z v- a d v)-<�� p H PROPOSED 451 LFT OF 24" Ld �n Lu W UJ D.I. WATER MAIN N 3 � W ' W Utz J � 146TH STREET z IL Co w O Q 758 GR4SS ST ST - ST J 2 O iT ST ST ST ST ST �--745P/BT ST ST ST ST ST ST ST ST ST ST ST �p/tT ST ST ST ST ST — ST ST — ST ST 760 Q W a 758 758 N tlk Lu a 754 TEMPORARY ROAD 756 CONSTRUCTED HAUL BY OTHERS 752 :" �' 0.0. DTMO S SEE NOTE 5 750 L » " Gass .. ♦-+ PROPOSED 24 BUTTERFLY PROPOSED 8 LIFT OF 24 148 ,� .# ,_, � VALVE. LINE "0", STA 7+08 D.I. WATER MAIN -� E q B RK 2 - MAG SPIKE T -t� Q1 y - O,A�--- T _- T ?� T T T T L— T T APP. R T T T T T T T T _�...T �•.._..T-- --T- I _'a _ ._.._ —' — Tm R & APP. 56 w 1_�'� 0 9+00 ..,,,.. .. �.� 6+00 7+00 8+00 ... " " 7 �� SF SF �� SF -_ SIF LINE 0 _____ � _ � � - SF � WEEDS SF SF - SF __ __ --- 260 LIFT OF SILT FENCE. r7 STANDARD HYDRANT SETTING PER PROPOSED 30' SEE DETAIL SHEET 9 1� CW STD PRACTICE B, INCLUDING EASEMENT � Lo j HYDRANT, SWIVEL TEE, HYDRANT ^ NOTES: W VALVE, 8 LIFT OF 6" RESTRAINED PROPOSED BLEEDER / 1. CONTRACTOR TO SEPARATE TOP 1 OF TOPSOIL FROM w = D.I. PIPE MISC. HARDWARE, STORZ VAULT LOCATION. EXCAVATION AND REPLACE EXISTING TOP 1' OF TOP SOIL 4. APPROXIMATE LIMITS OF W In CONNECTION & INTIMINATOR CONTRACTOR SHALL BACK TO TOP OF EXCAVATION. TEMPORARY HAUL ROAD TO BE CONSTRUCTED � LINE "0", STA 6+95. COORDINATE WITH BY OTHERS IN PHASE 2. CONTRACTOR SHALL ~ CITIZENS WATER ON PROPOSED 24" BUTTERFLY 2. SEE SHEET 2 FOR ALIGNMENT DATA INFORMATION. REMOVE HAUL ROAD UPON COMPLETION OF O cn HYDRANT N0. 0-28954. = OBTAINING VAULT AND VALVE. LINE "0", STA 7+34 PHASE 1 AND PERMANENTLY RESTORE zz H MAKING CONNECTIONS 3. ALL DISTURBED AREAS SHALL BE PERMANENTLY DISTURBED AREA. SEE NOTE 3 FOR = N PROPOSED 13 LFT OF 24" FOR POWER AND RESTORED WITH INDOT TYPE "R" SEED MIX IN RESTORATION OF DISTURBED AREA. z Q D.I. WATER MAIN COMMUNICATIONS PROPOSED 4 LIFT OF 24" ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS, Q D.I. WATER MAIN CURRENT EDITION, SECTION 621. ALL DISTURBED AREAS 5. SEE SHEET 9 FOR DEWATERING DETAIL THAT POTENTIALLY BE IDLE FOR 15 OR MORE DAYS WILL FOR INSTALLATION OF WATER MAIN. BE STABILIZED IMMEDIATELY. cr f-CENTI---R OF PROPOSED PROPOSED 24' VALVE' VAULT BUTTERFLY VALVE ROPOSED 24 770 BUTTERFLY VALVE `�.��0 ..• !Vj� 770 4c - �:� A. W N is s: ,.. 6 <• J PROPOSE �� '� o y� 765 M HYDRANT L . �� • A. . 7 6 5 ,,,,gale i Iplklo w w w w 760 O ° 760 755 -- _ - - - -- - - --- - - - - — -- - ---- — _ - - GROUND a� _— — _ — LINE "0" 755 � o Q m fA - - - a�! c 750 _ Z _ C ° ^° - � u 750 o - - -_ _ _ 5 ® ": c O t/1 my us Z 745 745 a F- O U 00 N O 740 o 740 o Z h �N�h m ` a � v m � o � 735 735 E Lo Q t 'T ' " O 7. 7 3 0 S PREVIOUS SHE LFT OF 24 UCTILE IRON IPE 730 0 0 13 LFT OF 24 DUCTILE IRON PIPE .. CN o N 4 LFT OF 24" D CTILE IRON PIE o o 7 LFT OF 24" DUCTILE IRON PIPE z x ui � CL 3 W w o 5+ 00 6 + 00 I+ 00 8+ 00 9-r OC 10-+ 00 10+ 50 o 0 c=n r INSTALL RAISED PAVEMENT MARKER FOR c LV HYDRANT IN LINE WITH PAVEMENT MARKINGS PROPOSED 438 LIFT OF 24" W of Q BETWEEN THE TWO EASTBOUND LANES OF 146TH STREET D.I. WATER MAIN Q to w 0 3r. zv O a V) � oC p ET Ld H 146TH STRE - � w H N3la W � W ST ST ST ST ST ST— U ? ---- ST ST ST ' a GWS — - - - Z W — O _ -i — — T --- ST ST — ST _ — J ----- ST ST ST — ST S S — — — i Q W IL ST , .. L — ST ST STASa^�— ST — ST — — — — _ — T T T T a Q TEMPORARY HAUL ROAD T T. T _ ��_ ,__-��_---�- ,. w W Z _760_ _-- — CONSTRUCTED BY OTHERS �- T' -- _ - "� x 77 Q 758 SEE NOTE 5 _ �_ f _ ---- a) � J 756 _ - ----- ,,�.. W a 754 _____ T — �& APP. R)W___-- .4 r 750 GIRM T 745 _-- T -- T ----- 13+00 ...•� ".•".. ARK 2 - MA G /KE T. T -E�}_---- T _ .._..f_---- _�'- -` �,�,.... ..."'.'12+00 =OWN - -'—' CA 0..,.,tII, "..r LINE "O" 30 ...... W SIF �� WEEDS LLJ PROPOSED 30' U) EASEMENT NOTE: 4. APPROXIMATE LIMITS OF O 1. CONTRACTOR TO SEPARATE TOP 1 OF TOPSOIL FROM 1- EXCAVATION AND REPLACE EXISTING TOP 1' OF TOP SOIL TEMPORARY HAUL ROAD TO BE CONSTRUCTED W STANDARD HYDRANT SETTING PER BACK TO TOP OF EXCAVATION. BY OTHERS IN PHASE 2. CONTRACTOR SHALL = REMOVE HAUL ROAD UPON COMPLETION OF � = CW STD PRACTICE B, INCLUDING PHASE 1 AND PERMANENTLY RESTORE (A 2. SEE SHEET 2 FOR ALIGNMENT DATA INFORMATION. Q HYDRANT, SWIVEL TEE, HYDRANT DISTURBED AREA. SEE NOTE 3 FOR z O VALVE, 8 LFT OF 6" RESTRAINED RESTORATION OF DISTURBED AREA. N D.I. PIPE MISC. HARDWARE, STORZ 3. ALL DISTURBED AREAS SHALL BE PERMANENTLY = CONNECTION & INTIMINATOR RESTORED WITH INDOT TYPE "R" SEED MIX IN ACCORDANCE 5. SEE SHEET 9 FOR DEWATERING DETAIL U LINE "0", STA 11+85. WITH INDOT STANDARD SPECIFICATIONS, CURRENT EDITION. FOR INSTALLATION OF WATER MAIN. Q HYDRANT NO. 0-28955. SECTION 621. ALL DISTURBED AREAS THAT POTENTIALLY BE IDLE FOR 15 OR MORE DAYS WILL BE STABILIZED m IMMEDIATELY. o11111111/,,� 770 770 �o N y� CD 765 765 760 760 N W � � ROPOSED H G W w HYDRANT = LU c n 2 c 3 755 `" 0 755 s Q CL ca O c EXISTING GR UN Q s ° 750 Q LIN "0" -- -- - - - - --- 750 ''� o —— — V - - --- rn � __ fY1 rd 745 745 'L — U • 00 O V) •• z 0' Q 740 740 V) y �N a� O m sa Vftft � 0 C z 0a co � 735 735 � 3 r Lo N _ c 7 3 0 PREVIOUS SH ± 438 LIFT OF 24' DUCTI IRON PIPE 730 C � � Ln r') ° ° N o N N o 4 z z Y W o � 11 + 00 12+ 00 13+ 00 14+ 00 15+ 00 o N r INSTALL RAISED PAVEMENT MARKER FOR W HYDRANT IN LINE WITH PAVEMENT MARKINGS W N co) INSTALL RAISED PAVEMENT MARKER FOR BETWEEN THE TWO EASTBOUND LANES OF Q co E; _ HYDRANT IN LINE WITH PAVEMENT MARKINGS 146TH STREET BETWEEN THE TWO EASTBOUND LANES OF Z a 146TH STREET V) 0 W�°i w W H 146TH STREET N3IS w —' W �o0 J O > a co) Z Z w cuss 0 — J _758 M Q UL ST ST ST ST ST ST ST ST ST S ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST T S Q J a T ST ST 756 a � 06 TEMPORARY HAUL ROAD ,� W Q Z 754 CONSTRUCTED BY OTHERS SEE NOTE 5 .,3 W Q 752 EL=754.29 >hi J APP. R/ • W IL V) W _--- T T T T T —_ T _• T —__ T T• — T T �- T —_ T T -{r}- T T T T T Ti T T T T _ _ -�- - - - --�- T T ---L----�-----� �----------�- - T 1-- � �.� �, PROPOSED 20 LFT OF 24" o D.I. WATER MAIN - 18+00 19+00 IV 16+00 17+00 20+00 AWMNNWAN �..... �.�.. ..�� LINE "0" " mwmwm ■ ....�. mmmwmm . 21+00 WEEDS WEEDS ` "" � i PROPOSED 30' -7 EASEMENT PROPOSED 446 LFT OF 24" D.I. WATER MAIN PROPOSED 24" BUTTERFLY VALVE. LINE 00", STA 16+43 I� u W LLJ W Lu NOTES: 4. D APPROXIMATE LIMITS OF = 1. CONTRACTOR TO SEPARATE TOP 1' OF TOPSOIL FROM TEMPORARY HAUL ROAD TO BE CONSTRUCTED V) EXCAVATION HYDRANT SETTING PER EXCAVATION AND REPLACE EXISTING TOP 1' OF TOP SOIL BACK BY OTHERS IN PHASE 2. CONTRACTOR SHALL CW STD PRACTICE B, INCLUDING O TO TOP OF EXCAVATION. REMOVE HAUL ROAD UPON COMPLE110N OF HYDRANT, SWIVEL TEE, HYDRANT z STANDARD HYDRANT SETTING PER PHASE 1 AND PERMANENTLY RESTORE VALVE, 5 LFT OF 6" RESTRAINED = g = CW STD PRACTICE B. INCLUDING 2. SEE SHEET 2 FOR ALIGNMENT DATA INFORMATION. DISTURBED AREA. SEE NOTE 3 FOR D.I. PIPE MISC. HARDWARE, STORZ HYDRANT, SWIVEL TEE, HYDRANT RESTORATION OF DISTURBED AREA. i Q VALVE, 4 LFT OF 6" RESTRAINED 3. ALL DISTURBED AREAS SHALL BE PERMANENTLY RESTORED CONNECTION o INTIMINATO LINNE E " . g D.I. PIPE MISC. HARDWARE, STORZ WITH INDOT TYPE "R" SEED MIX IN ACCORDANCE NTH INDOT 5. SEE SHEET 9 FOR DEWATERING DETAIL "0", STA HYDRANT N0. 0-228957.895 CONNEC11ON do INTIMINATOR STANDARD SPECIFICATIONS, CURRENT EDITION, SECTION 621. ALL FOR INSTALLATION OF WATER MAIN. LINE "0", STA 16+23. DISTURBED AREAS THAT POTENTIALLY BE IDLE FOR 15 OR MORE HYDRANT NO. 0-28956. DAYS WILL BE STABILIZED IMMEDIATELY. Ir 770 7 7 0 N 'N at:2_ 765 765 760 760 /_yJ N W PROPOSEDc° 2 HYDRANT = c (n ROPOSE Lu BUTTERFLY VALVE N °' e 755 PRO ° 755 ¢ -- 2 � a 2 a m a F- EXISTING GR UN �2 c2 x < LINE "0" Q F-�-�750 - - - - - -- - --- - --- - - -- - - - - - -- -- - -- -- - -- - - - --- - - - - - - - - -- — —— — — ——— 750 = °Q - - - _ Sr- p — -- - - - - - - — — —— — —— — -- - - - - _ or. cd z L v- Z 745 745 — 0 U_ 00 . . 0 H • 0 740 740 `V z �N�Ln 0 m L n lfftft tZ I 0 o � 735 735 � 3 � r x o� E N t 00 CL 0 Lo 730 SEE PREVIOUS SHEET 446 LFf OF 24" DUCTI LE IRON PIPE `v 7,30 ?o SEEN SHEET N 20 LFT OF 24" DUCTILE IRON PIPE 0 0 W Qj p LN oa S2 3 v W 00 1 7+ 00 18+ 00 10 F 00 20+ 00 2.1 + 00 o L� 0 0 U 16+ N r 0 Ga Who V) tE; ?I o a cn< p I= STREET z V H 146TH N3 v Lu w 0 L Utz J 62--- � z Z J H ST ST ST ST ST ST ST 1 J J ST ST ST ST ST ST ST 760 762 — a 758 756 760 S W 0- 758 —754 7 2 756 �� 754 '''� :K,,:. w W Q 750 TEMPORARY HAUL ROAD 748 CONSTRUCTED BY OTHERS 752 .rte j NOTE 5 —� ,;,;� N � L J a T cuss SEE W _ CONTRACTOR SHALL REMOVE ' ' W _ --- 746— T T __�}_- T 7� � PLUG AND BLOCK SET IN T T T T T T T T T T T T T PHASE 2. CONNECT F ♦-' 748 c� s T T T T T T ` 746 Graass 7 PROPOSED MAIN TO EXISTING V� T —_ - Qt- MAIN CONSTRUCTED IN r �+ �_ PHASE 2. N 16 __ Re vm �■ .� 22+00 &' 7�°fL Rl* -_ s -"'�_ _ -�.,f_ _ _--- "" mwm . m ,..,�� 23+00 M '�--° -----__ _---- =—•-- --- - ...�."' 24+00 LINE "0" -� ..' 5+00 2 .�.�. WffDS Q � SEE PHASE 2 / - WEEDS f� CONSTRUCTION PLANS FOR co I— PROPOSED 30' 249 LFT OF SILT FENCE. CONTINUATION OF `W SEE DETAIL SHEET 9 PROPOSED MAIN u EASEMENT 1 DIRT NOTES: / 4. D APPROXIMATE LIMITS OF PROPOSED 472 LFT OF 24" 1. CONTRACTOR TO SEPARATE TOP 1' OF TOPSOIL FROM EXCAVATION TEMPORARY HAUL ROAD TO BE CONSTRUCTED = D.I. WATER MAIN AND REPLACE EXISTING TOP 1' OF TOP SOIL BACK TO TOP OF BY OTHERS IN PHASE 2. CONTRACTOR SHALL U EXCAVATION. REMOVE HAUL ROAD UPON COMPLETION OF N PHASE 1 AND PERMANENTLY RESTORE Z Q 2. SEE SHEET 2 FOR ALIGNMENT DATA INFORMATION. DISTURBED AREA. SEE NOTE 3 FOR U) RESTORATION OF DISTURBED AREA. END PHASE 1 3. ALL DISTURBED AREAS SHALL BE PERMANENTLY RESTORED WITH INDOT TYPE "R" SEED MIX IN ACCORDANCE WITH INDOT STANDARD 5. SEE SHEET 9 FOR DEWATERING DETAIL CONSTRUCTION SPECIFICATIONS, CURRENT EDITION. SECTION 621. ALL DISTURBED AREAS FOR INSTALLATION OF WATER MAIN. LINE "0" STA 25+61 THAT POTENTIALLY BE IDLE FOR 15 OR MORE DAYS WILL BE STABILIZED IMMEDIATELY. ��111111111//j� , 10 770 h�?o N 770 _=y .N N Z o: 765 A. • •......-��,�,.. 765 ' �ll,111111111,,, 760 N 760 � W W c N C 0- 755 755 r� cp � Qco co uv orn a W CONST UCTION '� = XISTING GROUND 750 h'�'� .�-c c 750 � NE o V n o c o r..: cqz H --- - -- - - -- - - - — — —— --- ---- - - - — ——— --- -- -- - -- — —— — - - -- - - - --- - - _ — -- - - - - - - - - - -- - -- - -- - - - - -- - --- - -- _— a. � F- 745 Q PHASE C2 CONSTRU ETI NOF 745 LD 00 z 0 D ----- ---- ---- --- 740 o ' —; cal w _ ° 740 ----- ---- ---- --- �'�h °� m N Z n U O ° M 735 oof 735 w m 3 D In a� CN 730 `° :� 730 47 LFT OF 24 UCTILE IRON PIPE Lo �o IL ° N N Q °N O W Z Y W ° 0 3 U ° a 2,� 00 U� 24+ 00 26 � 00 � o o � v 22 + 00 23+ 00 o [Z r ° W w�N 146TH STREET QoV 59 z 3:m? I Q a A. d Z VST—_ XV w FF I,_.r. � W J T T T / N 3 M W 7 Q � __ST .. o o J 0 H T T — �ST� U C4 J W T T _\ BED T ___ -- —ST T —�T _- BEET T T �"STL T T T T �_ T_ - / a 0 �_ BE E � '` �- S —�- ---- T T T ?� T I_ O ? Q CL BE L T© T T T T CO) Q F" �T - --- --- --- I o J z W a I I / I w Uj W MACHINE TAP EXISTING I .#,. , t;:,. �co I— Q 36' PCCP MAIN TO BE I r,.. _ F' W COMPLETED BY HANSDN W/ � _ � PRESSURE PIPE. I a CONTRACTOR SHALL �p COORDINATE WITH HANSON ABOUT TAPPING E N CONNECTION LINE 0 ¢ REQUIREMENTS, =±= � Existing Pipe Information: SEE DETAIL 1. I o 0 0 0 IL 1) Z-ear of installation: -----------t / o 2) Projcet name: / g I A ---- ----- -- --- --1---------------------------- W-4 PROPOSED BORE PIT Q 7' for bevel geared valve. t 3) Consultant: �Ln I o I I W c I ZE — I 4)Installing contractor: z N I LLJ 7'-O" _. .... _. _.—._ _j Cj I APP. R/W O F 41---APP. R/W I j W o OLD RIVER ROAD / 0 eratin r pressure of line: a ED - I - - -- - - - - - I I (Maximum allowable pressure is 7� psi.) I / —ls —ls— —is i I ;' I 0 Cn GI Q vertical clearance of 12-18" below the PLAN VIEW bottom of the pipe is required. 'WUIPlfF-N7':=fAD SEIi'i7CF,.V RE 17IREI) OFCO-tiTRACTOR• 1) All excavation, including shoring and dctvatering, to expose pipe to I Ianson 24, 42-1 Pressure Pipe specifications. (Excavation must meet OSHA requirements. 11anson personnel have the right to delay work until such requirements are met.) 2) An air compressor capable of 90 psi at 120 cfm. �P.•o N •••.yam, 3) ?nough potable water for mixing grout and hydrostatic test of tap assembly. �� rn W <� 765 765 _ . :� z 4) 'Two men to provide assistance to HPP technicians. _ o d O yd. 5) Lrftrng equipment to place tapping sleeve, valve, and machine, and to rernove ,'''%�� • ••R0�� tapping machine after completion of tap. ��8"IP►,``\` XISTING GROUND 6) Concrete encasement of the tapping sleeve after completion of the tap. 760 LINE '❑' 760 T 11 u_ PROPOSED BORE PIT T - 4 c NAPPING PREPORATION DETAIL 755 PROPOSED 22.5• 755 C �; NOT TO SCALE 22,5• MACHINE Ti P w R❑ ❑SED 22,5' ,� - o OF EXISTING MAN � (BY HANS❑N CONCRETE PIP :-) D,I,M,J, BEND s ¢ m XISTING 4' RCP STORM SEAtER — ,� 750 � o , 750 HORIZONTAL VALVE 18' MIN SE ARATI❑N s oe LL- - BETWEEN XISTING STORM ,c c o H BEVEL SEWER AN PROPOSED F 0 GEARING (SEE ° DETAIL #1) c v% N N 745 v � � 745 C 0 N7 rn o R❑P❑ ED T U XISTING 36' HARVE COUPLING 7[�Q WATER MAIN R❑P❑ ED 30' TO 24' Z D.I.M.J. REDUCER 740 0 11' 27 10.5' 7' SEE SHEET 3 FOR O CONTINUATION W O .. to V 2 o N CZ 735 4' Q °D 735 oW - 0+ 25 0+ 00 0+ 25 0+ 50 0+ 75 1 +00 1 + 25 Q � 3 r a� PROFILE VIEW n � `o ,O O 2 DETAILED TAPPING OF EXISTING WATER MAIN O0 N N ° ° N SCALE: 1"=10' HZ, 1"=5' VT. o �o 0 O\ W rp o° N W W G In C3 U N r � LLI w�N U) NYLON CORD END STAKE / � g H •), r 6" OF #2 STONE Ld r7llq,-N 3 W n J p I:\I Utz J e I' P 0. /� ♦ ► ► ► Z V/ END STAKE D D.e �, I'. 11 O J ° .D °. , `, .♦'. •may ► .► °• AV � C . • p• V r� c ►.'4 ,. .D.t► . .. D. \\//\\//\\/ \\//\\//\\/ ° D . I ► I ♦' ►:•♦ ♦ :► > ♦► . ; ►.D' ►s ►P ►tiD.• re ° ►D♦: s. ° ► .:'t D ► : e;C :s. 20' Q W / /j� �\\/�\/ ;► 'I ♦ I. > ,:D ; D'' . •° e ► •,D� '. °•'►. eP. _ ° 0)> '• . . 'Dti� '• �•: C �• v °•, .'DR .• •• ►• •° ,� A ► D D • e' s ► ►. . a A. '.> W W NYLON CORD _'d 1 . . . ►D.. e '►: Lu Lu JOINING FENCES : ' ; ►I �� -0A N NOTE: ,. V) 1. THE FABRIC SHALL BE ATTACHED TO THE 5 RADIUS (TYP) N STAKES AT BOTH ENDS AND AT 6' INTERVALS. 50' ,� r SILT FENCE CONNECTION DETAIL NOT TO SCALE EXISTING HARD SURFACE 50' PAVEMENT 6" OF #2 STONE /\ 1.25" x 1.25" x 48" WOODEN STAKE cn PROVIDE TEMPORARY CROSSING Z GRATE WHERE REQUIRED (MIN 12" DIAMETER PIPE) f2' LATH CONSTRUCTION ACCESS DETAIL cr NON-WOVEN SILT FENCE L/fTING STRA COMPACTED SOIL OVER NOT TO SCALE a SILT FENCE / // //\//� 1 CINCHING \\/\\/\\/\\/\\�` TOE OF SLOPE \\• ::::::.,� �//\//\//\//\//` CORDS � N _�:� r MOUND EARTH OVER TOE BYPASS _ W N I' : OUTLET HOLES PUMP SILT-FENCE H Z < -- -C- OF DOWNHILL DISCHARGE TTE DOWN STRAP y' SIDE %6'� NOTE: 1. SEE SPECIAL PROVISION SP-23 FOR T� NON - WOVEN SILT FENCE REQUIREMENTS. o N FLOW -w SILT FENCE — INSTALLATION DETAIL SEWN IN SPOUT ('T c NOT TO SCALE ^ w c N c °, WATER Q M PUMP y — co�:: o r, 3 o CURB CURB INLET DAM ,C $ o DEWATER/NG BAG V . o G N O r, 0 c m �P• z FILTERED d ° ~ n WATER o PLAN VIEW 0 O � RIGID BYPASS O LOUVERS NOTES.• z V N N 1. TEMPORARY INLET PROTECTION SHALL BE FLOGARD FLEXSTORM, OR V y Q z APPROVED EQUAL. g `'� 0� 2. PROVIDE CURB INLET DAM. _z EXPANSION ° a RESTRAINT STABLE AGGREGATE UNDERLAY 3. OPTIONAL CURB INLET DAM AVAILABLE UPON REQUEST. SIDE VIEW (FOR ADDED FLOW) BASIN BAG a 4. PERIODIC MAINTENANCE IS REQUIRED PER MANUFACTURER'S e- 3 N RECOMMENDATIONS, E CATCH BASIN 5. INSPECT WEEKLY AND AFTER EVERY RA IN EVENT. DEWATERING BAG DETAIL c NOT TO SCALE 0 M0 N �! TEMPORARY INLET PROTECTION o .. -1 \ a —71-11 � NOT TO SCALE N 0 SECTION VIEW -INSTALLED- c S2 3 U w oa C3 0 U N OE T_ C'l1�18 WA1>� C11>�TS WA1M Q1>�TS WATT STANDARD PRACTICE B STANDARD MUC nCB w m N cn STANDARD P'RACTICB REV1ulON DATE;1/1 q'rf 1lgiUE DATE: � t o °a Q FIEVIl M DATE: 19WA DATE:QI AM REVI>INON DATE;31�1�00't I>li�JE DATI=:d�00o " ATM MAM SIZES STANDARD 8"VALVE DIM AND DOVER ��?i� D a WATEIt AND SEWER MAM EWARAIM DETA L STANDARD SBTl'II�CI POR 12 AND LARiQ�t W u);<�2 p 1= LLJ w fV31� W CAST IRON VALVE F-p C J O NOTE: NOTES: BOX LID O��" �/� U ? . w 1. FOR INSTALLATION ON 12" & LARGER DISTRIBUTION MAIN. WATER MAIN AND SANITARY SEWERS �''� O Z Z J SHALL BE PLACED IN SEPARATE 2, ALL HYDRANTS SHALL BE RESTRAINED TO THE HYDRANT �., a O O TRENCHES, TEE WITH DUCTILE IRON BRANCH PIPING ENCASED _ IN POLYETHYLENE WRAP. I C�C 3. SWIVEL 90' BEND MAY BE USED TO INSTALL _ � J G �' HYDRANT AND VALVE IN GRASS STRIP BETWEEN ! -_- _ ---_ - _ -- 0 J WQ CURB & SIDEWALK. W 4. A MANUFACTURED "OUT OF SERVICE" SIGN WILL BE 10' MIN. 3' REQUIRED ON HYDRANTS UNTIL MAIN HAS BEEN PLACED Q D GRADE MIN_ "IN SERVICE" BY THE INSPECTOR. ui DEPTH OF 1/4" WIDE x 1/8 O a •�Irrnr #, Lu COVER DEEP GROOVES PLA ,,�..� z 411 W PLAN LLI 0 z � TYPICAL WATER MAIN DEPTH TELEPHONE, GAS, ELECTRIC, s �•+ 16 3/4" � CABLE TELEVISION, ETC. 10 5/16- 10 1/2" in 1. ALL PIPE SHALL HAVE A � 11� "'h+( WATER MAIN y MINIMUM OF 54" COVER " BELOW FINISHED GRADE. r z 1 MI z ►, 2. ALL PIPE SHALL HAVE A MAXIMUM OF 72" COVER SANITARY OR STORM SEWER i TRACE WIRE LOOP i TRACE WIRE LOOP n BELOW FINISHED GRADE. a? a I i� � 1 MIN. 10" WATER MAIN LAYING PARALLEL TO SEWER x 1 I w SIDEWALK � OON o_ X001 VALVE BOX SECTION VIEW PAVEMENT PAVEMENT `v CAST IRON . \,\\,T ,. �\..�\. y\�\ %i \. \\�\\ \.� SECTION 2� VALVE AND RISER - I ALVE BOX AND RISER VALVE BOX LID N I SWIVEL TEE REQUIRED REQUIRED i FOR 12" & LARGER PIPE T i SWIVEL EE • �� FOR 12" & LARGER PIPE •' n 10 112 PIPE LENGTH 1/2 PIPE LENGTH L 10" 5 e" � � INSTALL 3 I �f8" PIPE (LOWER �. .• "S" HOOKS SECTION) WATER MAIN (SEE DETAIL) 6" HYDRANT VALVE 6" HYDRANT VALVE 3 RESTRAINED DI PIPE OR COUPLING RESTRAINED DI PIPE OR COUPLING 2" VALVE (LENGTH VARIES AS NEEDED) (LENGTH VARIES AS NEEDED) 03/8" OPERATING NUT SECTIO JOINT 18" MIN JOINT SET HYDRANT SHOE ON SOLID SET HYDRANT SHOE ON SOLID MIN. 12" EARTH, BROKEN STONE OR EARTH, BROKEN STONE OR o VALVE BOX O WELL TAMPED GRAVEL WELL TAMPED GRAVEL N Z PLACE LOOSE STONE OR GRAVEL PLACE LOOSE STONE OR GRAVEL VALVE BODY WATER MAIN vj AROUND DRAIN AS SPECIFIED BY AROUND DRAIN AS SPECIFIED BY 3 N SANITARY OR STORM SEWER HYDRANT MANUFACTURER_ STONE OR HYDRANT MANUFACTURER. #8 STONE Fj GRAVEL MUST EXTEND A MINIMUM OF OR EQUIVALENT MUST EXTEND A MAT'L: #9 GALV. WIRE ""- - ---"------- IIY 12" ABOVE HYDRANT SHOE. MINIMUM OF 12" ABOVE HYDRANT WATER MAIN CROSSING SEWER DRIP LINE. "S" HOOK DETAIL SECTION VIEW SECTION VIEW SECTION VIEW (WITHOUT SIDEWALK) (WITH SIDEWALK) APPENDIX C-2 APPENDIX G-7 APPENDIX G-1 ACRD McrlCS K "r°�Wes` 0 STAND STANDARD PRACTICE ,•�``�H 1 Ia33,,, REVISM DATE;4MVM InUE DATE:to= REVISION DAM 1115AW JULIE DATE' 4a rn 2"H1AW-OFF Y FOR 12",16",20!",�md 24"MAIN II�ISTALLATIO�N OF RBSTRAII�1'I'S CO_ N 8 s: J z � < a ACE y.d CD h� ` NOTE: DECHLORINATION BAG & TABLETS REQUIRED WHILE FLUSHING \ I ! ! ! I MAIN ENDING WITH BLOW-OFF s" VALVE Box & LID ASSEMBLY OR HYDRANT BEND RESTRAINT SEE STD. PRACTICE DWG. G" GRADE MAIN SIZE TAPPED PLUG T/1 u ( ) 6` & 8" MAINS WITH BLOW-OFF Jr 1. ALL BENDS REQUIRE RESTRAINERS_ c I �'d �g_0_ 2. ALL BENDS ARE DUCTILE IRON AND REQUIRE (1) GRIP RING/ { I PATH WIDTH � MJ MEGA LUG ON EACH SIDE OF THE FITTING, _ I B.O. 6" PLUG WITH 2" TAP 3. 22 1/2' BENDS REQUIRE ONLY GRIP RINGS/MEGA LUGS IN ( I MANS 10' & LARGER WITH BLOW-OFF C Im w A✓- ALL SIZES. 46' BENDS REQUIRE GRIP RINGS AND A SET OF I C 'm JT KICKER REQUIRED SINGLE–BANDS ON EACH SIDE OF THE FITTING ONE JOINT AWAY. I C td 1 MAIN SIZE PLUG 4, THRUST BLOCK REQUIRED ON ALL 45' do 90' BENDS, I 1/4" SAMPLE BLEED MAIN SIZE X 6` TEE 1 1/2"x1/4" GALV. BUSHING 6" MAINS WITH HYDRANT 2" VALVE JT NJ MAIN LINE REDUCER I I o / `._.—. 2" FIPT 2 1 2" M 6" 6c 8`: USE 1 GRIP RING do 1 JOINT RESTRAINER O MIN. 20' CD — — _ — — — ___ _ 2" GALV. FIRE HOSE COUPLING 8` MAINS WITH HYDRANT MJ M^ ON EACH SIDE OF REDUCER. (J JT JT MJ MJ J ...—�— -90' BEND �—_---^—.— 0 ._ E or M cn 10" MAINS do LARGER WITH HYDRANT —T ---^:--- — N g 2" GALV. PIPE MJ i _ 2" GALV. , KICKER REQUIRED 10" & LARGER: USE 2 JOINT RESTRAINERS ON THE LARGER SIDE i Cam} i — — —,_ ^, —^ C LL ui PIPE �2"x1/2" GALV. TEE JT O MIN. 20': USE 1 GRIP RING do 1 FOINT RESTRAINER — — _ — — — — — O ��_.— MAN SIZE PLUG ON THE SMALL SIDE O MIN. 20'. C7 I C O THREADED END 1 JOINT RESTRAINT & IN GRIP RING ROMAC/MECALUG J JT JT ! � ¢ I `c co cy% 0 I u� 1 o BLEED ASSEMBLY REQ'D (1) JOINT RESTRAINT AND (1) GRIP RING ON EACH SIDE FITTING RESTRAINT WITH PE PIPE ! _� I © h. o SEE DETAIL AT RIGHT BLEED ASSEMBLY DETAIL 6" e~ /� " 0 �_ ( ) / N WATER STOP–\ I MJ MJ MJ ADAPTER I (J� `- PREPARED SUBGRADE COMPACTED IN ACCORDANCE I rn Z GRADE JT' f JT �I� E PIPE J"�i JT `\\ g i WITH SECTION 207.02 OF STANDARD INDOT SPECS. � d � H `12" do LARGER ANY FITTING o_ PVC PLUG I I Z OPERATING CURB ,( (2) JOINT RESTRAINTS AND (1) GRIP RING ON EACH SIDE I 0 2 B . OUPLING BI TUIIIINOUS RECREA TIONAL PA TH KEY & LOCK WING / y NO SCALE WELDED SUPPORT BRACKET I I GRIP RING WITHOUT o V RODS OR 2 SINGLE MJ RING WITH TRANSITION I i - 5 V 3/4" PVC SLEEVE BAND 1300 GASKET ACCESSORY SET I I 10 /SYD. HMA BITUMINOUS SURFACE 9, mm ON CN O WITH RODS & NUTS 0 8"0 RISER ALL THREAD RODS PVC PIPE HYDRANT TEE 1 2 - 330?/SYD. HMA 6iTUMINOUS INTERMEDIA,t 10.0 mm ON (V Z i 2"B.1. VALVE STEM WITH NUTS 3" PE PIPE cf) r Z J` n / UNDISTURBED I (3 5" COMPACTED AGGREGATE X53 STONE ON 0,-,- VALVE STEM ADAPTER SOIL -.---._--.- -- ----------- -.-.-.------- --.-- _ - cc z LOWER BARREL - - ! �J 4 COMPACTED SUBGRADE / WOOD FOR BRACING I Z WiD N OF RECREATIONAL ASPHALT PATH AS DESIGNATED BY CARMEL ALTERNATIVE TRANSPORTION PLAN / MJ ADAPTER OR i G7 O o w BANDSY 00 S- 131 L - 2 SINGLE-BAND 1300-C GRIP RING, ROMAC/MEGALUG r 3 STO E AND GRAVEL OR 2 SINGLE BAND 1300 r" 0 V) - - WITHX FEET 1FILED GOWN TTO�OII��FF m: ALLOW Ea 10" THROUGH 24" TEE ANGLED FSECB N EOfDUCEF� 00 �_ WATER MAIN 2" BRONZE BODY BALL PLUG W/2" TAP VALVE WITH CHROME PLATED JOINT RESTRAINT DETAIL P Y REDUCER TAI E L- Lo In BALL, AUTOMATIC WEEP SPIGOT BY MECH IC L ARCHITECT N o ri o (NOT TO BE USED AS } 0 2"x8" BRASS PIPE CONTROL VALVE \ m 04 ) STAMP 0 oSECTIO HERE z x C14 y S2 1 W W LJ a- APPENDIX G–it APPENDIX C-17 V 0 -.5 y O LZ STORMWATER POLLUTION PREVENTION PLAN INDEX ADDITIONAL STORMWATER POLLUTION PREVENTION MEASURES Z ° W Q Al Plan Index Cleanup Parameters: Vehicle&Equipment Maintenance Solid Waste Management � o U) J 1. The Contractor shall maintain lists of qualified contractors and available Vac-Trucks tank w SHEET 1-Title Sheet B3 Stable Construction Entrance Locations and Specifications � ��!98� � Q a pumpers and other equipment readily accessible for clean-up operations. In addition,a Description and Purpose Description and Purpose Q ., _ SHEET 2-Project Information and Alignment Data See Sheet 3 for location and Sheet 9 for Details. � � Z SHEETS 3-7-Plan&Profile Sheets B4 Sediment Control Measures for Sheet Flow Areas continually updated list of available absorbent materials and clean-up supplies should be kept on Prevent or reduce the contamination of stormwater resulting from vehicle and equipment Solid waste management procedures and practices are designed to prevent or reduce the � Z- 0 a 0 SHEET 8-Water Main Tap Details See Sheets 3-7 for locations of sediment control measures and Sheet 9 for construction details site. maintenance by running a"dry and clean site". The best option would be to perform discharge of pollutants to stormwater from solid or construction waste by providing vi 0 Q - - SHEET 9-10-Details and specifications. 2. All construction personnel will be made aware of techniques for prevention of spills. They will be maintenance activities at an offsite facility. If this option is not available then work should designated waste collection areas and containers,arranging for regular disposal,and Z :3 informed of the requirements and procedures outlined in this plan. They will be kept abreast of be performed in designated areas only,while providing cover for materials stored outside, training employees and subcontractors. Li.l r W W W SHEET 11-Storm Water Pollution Prevention Plan BS Sediment Control Measures for Concentrated Flow Areas ' A2 11"x17"Plat No conentrated flow areas are anticipated. current developments or new information on the prevention of spills and/or necessary checking for leaks and spills,and containing and cleaning up spills immediately. N 3 W n > A plat is not provided within the construction plans;however,approximate property lines can be B6 Storm Sewer Inlet Protection Measures,Locations and Specifications alterations to this plan. Suitable Applications l-c z J 0 W 3. When spills occur which could endanger human life and this becomes primary concern,the Suitable Applications This BMP is suitable for construction sites where the following wastes are generated or - -� found on the water main plan and profile sheets within the Construction Plans(Sheets 3-7). See Sheets 3-7 for locations of inlet protection measures and Sheet 9 for construction details U A3 Project Narrative and specifications. discharge of the life saving protection function will be carried out by the local police and fire These procedures are suitable on all construction projects where an onsite yard area is stored: > a, Q. Citizens Water is extending their potable water network at the intersection of 146th Street and B7 Runoff Control Measures departments. necessary for storage and maintenance of heavy equipment and vehicles. Solid waste generated from trees and shrubs removed during land clearing, demolition of Z Z Z River Road. This water main extension includes the installation of 2400'of 24"ductile iron and See Sheets 3-7 for locations of runoff control measures and Sheet 9 for construction details and 4. Absorbent materials,which are used in cleaning up spilled materials,will be disposed of in a existing structures(rubble),and building construction. 0 0 142'of 24"HDPE water main pipe,a connection to an existing 36"water main,and the specifications. manner subject to the approval of the Indiana Department of Environmental Management, Limitations Packaging materials including wood,paper and plastic. (J) Q - construction of a vault valve. B8 Stormwater Outlet Protection Specifications 5. Flushing of spilled material with water will not be permitted unless so authorized by the Indiana Onsite vehicles and equipments maintenance should only be used where it is impractical Scrap or surplus building materials including scrap metals,rubber,plastic,glass pieces and J o � Department of Environmental Management. to send vehicles and equipment offsite for maintenance and repair. Sending masonry products. p J A4 Vicinity Map There are no proposed outlets on this project. Outlets in the vicinity of the project will not be 0 Q W J vehicles/equipment offsite should be done in conjunction with a Stabilized Construction Domestic wastes including food containers such as beverage cans,coffee cups, paper bags, >, Denoted on Title Sheet affected. /ry� -� B14 Monitoring and maintenance guidelines for pollution prevention measures: Entrance/Exit. Outdoor vehicle or equipment maintenance is a potentially significant plastic wrappers and cigarettes. �, � Vr H AS Legal Description of Project Site B9 Grade Stabilization Structure Locations and Specifications - source of stormwater pollution. Activities that can contaminate stormwater include engine Construction wastes including brick mortar,timber,steel and metal scraps,pipe and � H a 0 Latitude:39 59 59 N None N w, W W d Silt Fence Maintenance Requirements repair and service,changing or replacement of fluids,and outdoor equipment storage and electrical cuttings,nonhazardous equipment parts,Styrofoam and other materials send ; W Longitude:86°02'02"W +� � 1. Inspect the silt fence periodically and after each storm event. parking(engine fluid leaks). transport and package construction materials. In the northeast quarter of Section 23 and northwest quarter of Section 24,Township 18 North, W 2. If fence fabric tears,starts to decompose or in any way becomes ineffective,replace the affected + H W Range 4 East,Clay Township,Hamilton County,Indiana. rNOW � � W Q portion immediately. Implementation Implementation A6 Location of All Lots and Proposed Site Improvements B10 Location,Dimensions,Specifications and Construction Details of Each Stormwater Quality Measure ;r See Sheets 3-7. Storm sewers are not proposed in this project. 3. Remove deposited sediment when it reaches half the height of the fence at its lowest point or is If maintenance must occur onsite,use designated areas,located away from drainage The following steps will help keep a clean site and reduce stormwater pollution: t A7 Hydrologic Unit Code Bil Temporary Surface Stabilization Methods Appropriate for Each Season causing the fabric to bulge. courses. Dedicated maintenance areas should be protected from stormwater runon and Select designated waste collection areas onsite. . H P rY App p ill accept only watertight dum sters for onsite E 4. Take care to avoid undermining the fence during clean. runoff,and should be located at least 50ft.from downstream drainage facilities and Inform trash-hauling contractors that you w p y g p 14 Digit Hydrologic Unit Code: 05120201090010-White River-Shoemaker Ditch Temporary Surface Stabilization Methods shall be in accordance with INDOT Standard Specification A8 State or Federal Water Quality Permits Section 621. S. After the contributing drainage area has been stabilized,remove the fence and sediment watercourses. use. N 0 B12 Permanent Surface Stabilization Specifications deposits,bring the disturbed area to grade and stabilize it. Drip pans or absorbent pads should be used during vehicle and equipment maintenance Inspect dumpsters for leaks and repair any dumpster that is not watertight. < r Required permits include an NPDES General Permit(Rule 5)from the Indiana Department of p Erosion Control Blanket(Surface Applied)Maintenance Requirements work that involves fluids,unless the maintenance work is performed over an impermeable Provide an adequate number of containers with lids or covers that can be placed over the Environmental Management(IDEM). Permanent Surface Stabilization shall be in accordance with INDOT Standard Specification 621. A9 Specific Points Where Stormwater Discharge Will leave the Site Bi3 Material Handling and Spill Prevention Plan: 1. During vegetative establishment,inspect after each storm event for any erosion below the surface in a dedicated maintenance area. container to keep rain our or to prevent loss of wastes when it is windy. Existing contours on this site will not be changed in a significant manner. Stormwater will blanket. Place a stockpile of spill cleanup materials where it will be readily accessible. Plan for additional containers and more frequent pickup during the demolition phase of convey from south of 146th Street southwesterly into the adjacent farm field and eventually Purpose; 2. If any area(s)shows erosion,pull back that portion of the blanket covering it,re-seed the area All fueling trucks and fueling areas are required to have spill kits and/or other spill construction. into White River. The intention of this Spill Prevention,Control and Countermeasures (SPCC)is to establish the and relay and staple the blanket. protection devices. Collect site trash daily,especially during rainy and windy conditions. A10 Location of All Wetlands,lakes and Water Courses On and Adjacent to Site procedures and equipment required to prevent the discharge of oil and hazardous 3. After vegetative establishment check the treated area periodically. Use absorbent materials on small spills. Remove the absorbent materials promptly and Remove this solid waste promptly since erosion and sediment control devices tend to The east end of the site is located approximately 300 feet west of White River.There are no substances in quantities that violate applicable water quality standards,cause a sheen upon Temporary Gravel Construction Entrance Maintenance Requirements dispose of properly. collect litter. other wetlands or lakes in the located r the site. or discoloration a the surface of navigable waters e adjoining qualty shorelines or cause sludge n 1. Inspect entrance pad and sediment disposal area weekly after storm events or heavy use. Inspect onsite vehicles and equipment daily at startup for leaks,and repair immediately. Make sure that toxic liquid wastes(used oils,solvents,and paints)and chemicals (acids, vicinity g g 2. Reshape as needed for drainage and runoff control. Keep vehicles and equipment clean;do not allow excessive build-up of oil and grease. pesticides,additives,curing compounds)are not disposed of in dumpsters designated for All All Receiving Waters emulsion to be deposited beneath the surface of the water or adjoining shorelines. The Plan White River also establishes the activities required to mitigate such discharges(i.e.,countermeasures) 3. Topdress with clean stone as needed. Segregate and recycle wastes,such as greases,used oil or oil filters,antifreeze, cleaning construction debris. Ail Identification of Potential Discharges to Groundwater should they occur. 4. Immediately remove mud and sediment tracked or washed onto streets by brushing or solutions,automotive batteries,hydraulic and transmission fluids. Provide secondary Do not hose out dumpsters on the construction site. Leave dumpster cleaning to the trash No pollutants are anticipated c be discharge to groundwater as part of the water main Definitions: sweeping. Flushing should only be used if the water is conveyed into a sediment trap or basin. containment and covers for these materials if stored onsite. hauling contractor. construction. Pollutant: means pollutant of any kind or in any form,including but not limited to sediment, 5. Repair any broken road pavement immediately. Train employees and subcontractors in proper maintenance and spill cleanup procedures. Arrange for regular waste collection before containers overflow. A13 100 Year Floodplains,Floodways and Flood Fringes paint,cleaning agents,concrete washout,pesticides, nutrients,trash,hydraulic fluids,fuel, Drip pans or plastic sheeting should be placed under all vehicles and equipment placed on Clean up immediately if a container does spill. Parts of the proposed construction are located within the 100-year flood hazard area zone AE) oil,petroleum,fuel oil,sludge,oil refuse,and oil mixed with wastes other than dredged soil. B15 Erosion&Sediment Control Specifications for Individual Building lots docks,barges,or other structures over water bodies when the vehicle or equipment is Make sure that construction waste is collected,removed,and disposed of only at p p Y (zone 8 g There are no individual building lots associated with this project. planned to be idle for more than 1 hour. authorized disposal areas. and areas within of 500-year flood(zone X)per the flood rate insurance map(FIRM) Discharge: Properly dispose of used oils,fluids,lubricants,and spill cleanup materials. #18057CO235F for Hamilton County,Indiana,dated February 19,2003.See Sheet 2 for map Includes but is not limited to,any spilling,leaking,pumping,pouring, emitting,emptying or Do not placed used oil in a dumpster or pour into a storm drain or watercourse. Collection,Storage and Disposal information. dumping. POST CONSTRUCTION COMPONENT: Properly dispose of or recycle used batteries. Littering on the project site should be prohibited. to A14 Pre-construction and Post Construction Estimate of Peak Discharge Navigable Waters: Do not bury used tires. To prevent clogging of the storm drainage system,litter and debris removal from drainage Z 100 year Pre-Construction Peak Discharge=1.73 CFS Means all waters of the United States that are connected with a navigable stream,lake or O 100 year Post Construction Peak Discharge=1.73 CFS sea. Note:This definition is usual) interpreted to mean an wastewater even normal) d Ci Description of Pollutants and Their Sources Associated With the Proposed Land Use Repair leaks of fluids and oil immediately. Listed below is further information if you must grates,trash racks,and ditch lines should be a priority. N Y g [Note: p Y (even dry Silt and sediment from exposed soils,leaves,mulch,vehicular sources such as leaking fuel or oil,brake perform vehicle or equipment maintenance onsite. Trash receptacles should be provided in the contractor's yard,field trailer areas, and at vi AlS Adjacent land Use wash or storm sewer)that eventually drains into a navigable stream]. fluid,brake dust,grease,antifreeze,metals,rubber fragments,road grit,salts and sands,trash and locations where workers congregate for lunch and break periods. Z North:Residential South:Agricultural(farm field) East:N/A(White River) Plan Review and Amendments: Inspection and Maintenance West:Agricultural(Farm Field) This plan shall be reviewed and/or amended,if necessary,whenever there is a change in the debris,fertilizers, household items including but not limited to cleaning agents,chemicals,paint, Litter from work areas within the construction limits of the project site should be collected acid rain pesticides and pathogens. Alb Locations and Approximate Boundaries of All Disturbed Areas design of the site,construction,operation,or maintenance which materially affects the site's elevated storm runoff temperatures, Inspect and verify that BMPs are in place prior to the commencement of associated and laced in watertight dumpsters at least weekly,regardless of whether the litter was See Sheets 3-7 for limits of land disturbance and Sheets 3-7 for Erosion Control Measures. potential for the discharge of regulated material. activities. While activities associated with the BMP are under way, inspect weekly to verify generated by the contractor,the public,or others. Collected litter and debris should not Ail Identification of Existing Vegetative Cover Prediction of Potential Spills: C2 Sequence describing stormwater quality measure implementation continued BMP implementation. be placed in or next to drain inlets,stormwater drainage systems,or watercourses. o - Dumpsters of sufficient size and number should be provided to contain the solid waste To the south there is an untitled farm field which extends the length of the project. North of the 1. Nearest Navigable Water:White River 1. Inspect and maintain all Water quality measures as detailed in the Stormwater Pollution Keep ample supplies of spill cleanup materials onsite. Prevention Measures Maintenance Requirements beginning immediately after installation and Maintain waste fluid containers in leak roof condition. generate by the project. proposed pipe alignment is 146th Street,a paved surface with curb and gutter. Between the 2. Drainage System:All storm drainage leaves the site through sheet flow along a grass buffer P continuing until vegetation has been sufficiently pipe alignment and 146th Street is grass strip of approximately 40'in width. east towards White River. established and all construction activity is Vehicles and equipment should be inspected on each day of use. Leaks should be repaired Full dumpsters should be removed from the project site and the contents should be ac complete. disposed of by the trash hauling contractor. immediate) or the problem vehicles orequipment should be removed from the project A18 Soils Map Including Descriptions and Limitations 3. Possible Spill Sources(During and post construction):Vehicular sources such as leaking fuel V p ( ) P 1 See Sheet 2 for map,descriptions and limitations. or oil,brake fluid,grease,antifreeze:construction trash and debris,biological agents found 2. Remove all individual inlet protection and straw bale dams,silt fences, etc.only after seeding and site. Construction debris and waste should be removed from the site biweekly or more sufficient vegetative growth has been established in each area to a point where Inspect equipment for dame damaged hoses and leak gaskets routinely. Repair or replace as frequently as needed. ��,►i i��, A19 locations,Size and Dimensions of Proposed Storm Water Systems in trash and debris,fertilizers, household items including but not limited to cleaning agents, p g y g Y p p p y - sediment/pollutants will not enter the lake(s)or storm sewer system. Construction material visible to the public should be stored or stacked in an order) �. This project is a water main extension. No storm water sewer systems are proposed. chemicals, paints,herbicides and pesticides. needed. 3. It is recommended that any proposed wetland areas and plantings(if any) be constructed/placed manner. r, A20 Locations,Size and Dimensions of Any Proposed Off-site Construction Activities 4. Groundwater Contamination:The facility maintains NO above ground or under ground �' N y after final grading and sufficient vegetative growth has been established to a point where Vehicle and Equipment Fuelin Stormwater ninon should be prevented from contacting stored solid waste through the •'o v� ; There are no off-site construction activities anticipated. storage tanks at this site. Therefore,it is felt that there is little or no possibility of post g _h:'�V N b s'• sediment/pollutants will not enter the proposed wetlands. use of berms,dikes or other temporary diversion structures or through the use of _ W - C :� A21 Locations of Soil Stockpiles construction groundwater contamination. _ k _ 8 4. Inspection and maintenance of all infrastructure improvements is the responsibility of the owner Description and Purpose measures to elevate waste from site surfaces. - =' Z No soil stockpiles anticipated as part of the project. or his designee. p p Solid waste storage areas should be located at least 50ft.from drainage facilities and A22 Existing Site Topography g Vehicle equipment fueling procedures and practices are designed to prevent fuel spills and g g 'mod• � C0> � leaks,and reduce or eliminate contamination of stormwater. This can be accomplished by watercourses and should not be located in areas prone to flooding or ponding. '%'y ' c� See Sheets 3-7 for existing site topography. p 6'j A23 Proposed Final Topography Alert Procedures for Spills: C3 Description of Proposed Post Construction Stormwater Quality Measures using offsite facilities,fueling in designated areas only, enclosing or covering stored fuel, '�,,��8 pR4\��•�` See Sheets Final for proposed site grading and drainage patterns. Art personnel observing r Spill a spill will immediate) instigate the following procedure: Site and facility design for stormwater quality protection on this site employs a multi-level strategy implementing spill controls,and training employees and subcontractors in proper fueling Inspection and Maintenance P p° g g g p y p p Y g g p consisting of: Inspect and verify that activity-based BMPs are in place prior to the commencement of a)Dialing"911"from any telephone. procedures. 3 CONSTRUCTION COMPONENT 1. Reducing post-project runoff. associated activities. While activities associated with the BMP are under way,inspect b)Notify the appropriate emergency personnel. week) to verify continued BMP implementation. 2. Controlling sources of pollutants. Limitations Y fY P o Bi Description of Potential Pollutants Sources Associated With the Construction Activities 2.The Emergency Coordinator will then take the following actions: Onsite vehicle and equipment fueling should only be used where it is impractical to send Inspect BMPs subject to non-stormwater discharge daily while non-stormwater discharges = N a Potential Pollution Sources Associated with Construction Activities include Silt and sediment a)Barricade the area allowing no vehicles to enter or leave the spill zone. Typical stormwater quality measures for reducing,eliminating or controlling pollutants source controls occur. from exposed soils,leaves,mulch trash debris,biological agents found in trash fertilizers, ( 1 vehicles and equipment offsite for fueling. Sending vehicles and equipment offsite should � ,o p g g b)Notify the Indiana Department of Environmental Management, include: Inspect construction waste area regularly. °� herbicides,pesticides,acid rain,lime dust and concrete washout which could be generated from be done in conjunction with a Stabilized Construction Entrance/Exit. p r_ g Office of Emergency Response b calling the appropriate riate tele hone number:� � p y g pp p p a. Detention/Retention devices Arrange for regular waste collection. scope of construction activities.Additional pollutants such as leaking fuel or oil,brake fluid, Office 317-233-7745 b. Reducing runoff or direct runoff from impervious areas Implementation W V N brake dust,could be generated from construction equipment and contractor vehicles on the Toll Free 800-233-7745 c. Vegetated strips and/or swales Use offsite fueling stations as much as possible. These businesses are better equipped to Concrete Washout o4 o site. Also the National Response Center at 800-424-8802 and provide the following information: d. Permanent erosion control seeding and plantings handle fuel ands ills properly. Performin this work offsite can also be economical b The following steps will het reduce stormwater pollution from concrete wastes: o °� B2 Sequencing of Storm Water Quality Measure Implementation Relative to Land Disturbance -Time of observation of the spill p g Y g p p p ns > o This Ian has been created in an effort to eliminate sediment from leaving the 146th Street e. Outlet protection&velocity dissipation devices eliminating the need for a separate fueling area at a site. Discuss the concrete management techniques described in the BMP(such as handling of )--I .c Q co a p g -Location of the spill f. Earthen dikes drainage swales and lined ditches Discourage"topping-off"of fuel tanks. concrete waste and washout)with the ready-mix concrete supplier before any deliveries Water Main Extension project during construction protecting the adjoining properties and White -Identity of material spilled Ca v River. -Probable source of the spill g. Rock slope protection Absorbent spill cleanup materials and spill kits should be available in fueling areas and on are made. o0 h. Mulching fueling trucks and should be disposed of properly after use. Incorporate requirements for concrete waste management into material supplier and ea � ' E PRECONSTRUCTION ACTIVITIES: -Probable time of the spill „� u, U- It is the intent of this plan that the implementation of the above described storm water Drip pans or absorbent pads should be used during vehicle and equipment fueling, unless subcontractor agreements. eD c - ° 1. Call the Indiana Underground Plant Protection systems,Inc.("Holey Moley")at -Volume of the spill and duration quality measures be executed in accordance with the enclosed tans and details in order to meet the -°•° cV) q Y P the fueling is performed over an impermeable surface in a dedicated fueling area. Store dry and wet materials under cover,away from drainage areas. 1-800-382-5544 to check the location of any existing utilities. They should be notified two -Present and anticipated movement of the spill requirements of Rule 5 storm water quality. •_ � Use absorbent materials on small spills. Do not hose down or buy the spill. Remove the Avoid mixing excess amounts of fresh concrete. c o working days before construction takes place. -Weather conditions r�: absorbent materials promptly and dispose of properly. Perform washout of concrete trucks offsite or in designated areas only. V g M N 2. A silt fence shall be installed in accordance with Sheets 3-7. -Personnel at the scene C4 Location,Dimensions,Specifications and Construction Details of Stormwater Quality Measures Avoid mobile fueling of mobile construction equipment around the site;rather, transport Do not wash out concrete trucks into storm drains,open ditches,streets,or streams. °r.° i 3. Evaluate existing vegetation suitable for use as filter strips along the North,South,East and -Action initiated by personnel The only permanent measure associated with this project is permanent seeding m disturbed areas. o C° V, Y P p 1 P g the equipment to designated fueling areas. Do not allow excess concrete to be dumped onsite,except in designated areas. rn Z West boundaries. c) Notify the City of Carmel Fire Department Phone: 9-1-1 CS Description of Maintenance Guidelines for Proposed Water Quality Measures Train employees and subcontractors in proper fueling and cleanup n 4. Establish construction staging areas for equipment and vehicles as far from the east end of the d) Notify the City of Carmel Police Department Phone:9-1-1 Not applicable P p g p procedures. For onsite washout: �, Z project as possible. e) Notify waste recovery contractor,maintenance personnel or other contractual PP -Locate washout area at least SDft.from storm drains, open ditches or water bodies. CL ~ O -Do not allow runoff from this area by constructing a temporary pit or bermed area large personnel as necessary for cleanup. enough for liquid and solid waste. f) Coordinate and monitor cleanup until the situation has been stabilized and all spills have 00 CONSTRUCTION ACTIVITIES: -Wash out wastes into the temporary pit where the concrete can set,be broken up,and • • O been eliminated. cn 1. Once erosion and sediment control measures are in place,begin excavation at the existing then disposed properly. g)Cooperate with the IDEM-OER on procedures and reports involved with the event. W -LQ.4 O Z water main tie-in location. Do not leave large areas unprotected for more than 15 days. Rule -Avoid creating runoff by drainage water to a bermed or level area when washing v V N /V) 5 requires that all disturbed areas that potentially will be idle for 15 days or more will be concrete to remove fine particles and expose the aggregate. V h O .- Z stabilized(seeded,mulched,etc.) immediately. �a 2. Complete connection to existing water main and directional drill the new water main -Do not wash sweepings from exposed aggregate concrete into the street or storm drain. h O � Collect and return sweepings to aggregate base stockpile or dispose in the trash. Z Z underneath River Road. 3. Continue trenching and installing water main working easterly towards White River, 4. Backfill and compact as new water main is installed. o Ld 5. Permanent stabilization measures shall be completed upon completion of water main 3 installation. N � N E � CL CO O O N `v \ a O O 0 Q 8 W +- N oa W W � � U N 0 LZ