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24 inch Main Relocation_Page_04 s v XREFS: NONE PROJECT NUMBER: 04.9368 0 I UTILITY PLAN NOTES: I _ o 1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVING UNDERGROUND UTILITIES sr ON-SITE OR IN THE RIGHT-OF-WAY THAT MAY BE AFFECTED BY THE WORK, PRIOR TO _ _ LP + UI EXCAVATING AND SITE GRADING. --� ss 2. UNDERGROUND UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION AND ARE FOR .5' SS _ _ _ o \ < INFORMATIONAL PURPOSES ONLY. THEIR EXACT LOCATION SHALL BE FIELD VERIFIED BEFORE '8'4. CIRF 6"P C WSO � � � z CONSTRUCTION BEGINS. - \ LU -I CBS - _ _ LL RIM=464.1' 3. EXPLORATORY EXCAVATIONS SHALL BE PERFORMED AT THE PROPOSED UTILITY CONNECTION I INV IN=462.1' LOCATIONS AND AS NEEDED BY THE CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR �� INV OUT=461.9' TO PERFORMING THE WORK, AT NO EXTRA COST TO THE OWNER. IRF a I _ Al U 4. BEFORE CONNECTING NEW UTILITY SERVICES TO EXISTING UTILITIES VERIFY EXISTING �I \ ---MILE � ' yS` WV o UTILITY INVERTS AND NOTIFY THE ENGINEER OF ANY VARIATION FROM THE CONTRACT 3 v EXISTING SMH MARKER MATCH INV 254 \\ ��/�` DRAWINGS. UTILITY SYSTEM COMPONENTS SHALL BE INSTALLED AT THE ELEVATIONS AND I IN-438.4 1003 'qVj \ FESS[ LOCATIONS SHOWN ON THE CONTRACT DRAWINGS. THE CONTRACTORS WORK SHALL NOT I I CONTRACTOR TO ' \\ \ VARY FROM THE CONTRACT DRAWINGS WITHOUT PRIOR REVIEW AND APPROVAL BY THE FIELD VERIFY o , N Ro ENGINEER. j _ IRF cgs 9Tjo WVRIM=448.4' \ to INV OUT=443.6' \ 5. WHERE POSSIBLE, SANITARY SEWER SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY APPROXIMATE LOCATION OF \ �\ FROM ANY EXISTING OR PROPOSED WATER MAIN. A MINIMUM VERTICAL SEPARATION OF 18 I UNDERGROUND TELEPHONE z�"Rep \ \ INCHES SHALL BE MAINTAINED BETWEEN THE EXTERIOR OF THE PIPES AT WATER MAIN I COORDINATION WITH UFPO CBS \ CROSSINGS. WHEN IMPOSSIBLE TO OBTAIN THE PROPER VERTICAL SEPARATION, PRESSURE FOR EXACT LOCATION S a�, '" �IM=444.9' \ RATED WATER PIPE (E.G., PVC SDR-26 CLASS 160 PIPE) SHALL BE USED TO PROVIDE AT LEAST PRIOR TO CONSTRUCTION RIM=444. LP° crp INV IN(W)=440.7' 10 FEET OF UNJOINTED PIPE ON EACH SIDE OF THE WATER MAIN BEING CROSSED. VERTICAL INV OUT=441.6' INV I")=440.9' \ INV OUT )=436.0' SEPARATION SHALL BE A MINIMUM OF 6 INCHES BETWEEN THE EXTERIOR OF PIPES FOR I \ \ MAINTENANCE PURPOSES. LP° I I SMH ' �Fo�r2* IRF \ \ \ 6. SANITARY SEWER COMPONENTS AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS RIM=446.7' cFR s� \ \ SPECIFIED IN THE "RECOMMENDED STANDARDS FOR WASTEWATER FACILITIES," LATEST INV IN=438.4' + i _ INV IN=438.1' sS \ EDITION, AS PUBLISHED BY THE GREAT LAKES - UPPER MISSISSIPPI RIVER BOARD OF STATE SUNOCO INV OUT=438.1' AND PROVINCIAL PUBLIC HEALTH AND ENVIRONMENTAL MANAGERS (A.K.A. TEN STATE'S \\ BAKING COMNY _ _ IA cy \ I AKING Pg �� - ' / + LP \ STANDARDS). I 167 8 PVC SDR @ 0.5% \ \ I 7. POTABLE WATER SERVICE COMPONENTS AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS SPECIFIED IN THE "RECOMMENDED STANDARDS FOR WATER WORKS," LATEST T + .p�� s> \ EDITION, AS PUBLISHED BY THE GREAT LAKES - UPPER MISSISSIPPI RIVER BOARD OF STATE T D\ / DMH2 EXISTING 24" W E o AND PROVINCIAL PUBLIC HEALTH AND ENVIRONMENTAL MANAGERS (A.K.A. TEN STATES / I TF=444.35 WATERLINE TO BE \RcA \ STANDARDS). /\� I 12" INV IN (DMH1) = 439.92 R MO E T v L s BFV '� \ \ I I 12" INV OUT=434.63 � N r� 4v \ 8. RECORD (AS-BUILT) PLANS SHALL BE SUBMITTED TO AND REVIEWED BY THE MUNICIPALITY I A R s AND THE ENGINEER PRIOR TO FINAL ACCEPTANCE OF NEW UTILITY WORK. I NON EXCLUSIV EASEMENT FOR I \ CBI DMH1J EDGE VALVE WITH VEHICULAR IN ESS/EGRESS MWsT 9. THE CONTRACTOR(S) SHALL MAINTAIN EXISTING UTILITY SERVICES ON-SITE AND THOSE THAT IPF / \ \ \ TF=450.85 TF=446.8 TO Agoo918 K 918 N ROAGE 35 D BEVELED GEAR OPERATOR, \ + \ MAY AFFECT ADJACENT PROPERTIES DURING CONSTRUCTION OF NEW UTILITY SERVICES. _ 12" INV OUT=447.72 12" INV IN (DSI) = 443.30 REFER TO SHEET C121 O S SMH \ RIM=434.0' _ 12" INV IN (OS1)=443.30 TSB INV I\W(W)=431.1' 10. TRENCHING PIPE LAYING AND BACKFILLING OPERATIONS SHALL BE IN ACCORDANCE WITH - _ 22'-12" HDPE @ 1.0% 12" INV OUT=442.00 RIM:445.2 , END OF ROPOSED �' \ INV IN(S)=431.1' FEDERAL OSHA REGULATIONS. - _ INV IN=439.34, 24" WATERLINE INV OUT(E)=431.0' - _ 30'-12" HDPE @ 2.33% INV OUT=43 .2 i s . RELOCATION s � I 25' DE ANITARY SE R- 11. -11. ALL NEW SANITARY SEWER SHALL BE TELEVISED WITH COPIES OF THE VIDEOS PROVIDED TO I _ - EAS EN GRANTED T °,o THE MUNICIPALITY AND ENGINEER. ij _ - HIG wAY OSTs,INC. EXISTING SMH TO BE uc CBs BO K 91 PAGE 36 ' REMOVED ALL REMAINING \ / RIM=433.4' INV IN(W)=429.0' 12. ALL VALVES SHALL OPEN RIGHT. APPROPRIATE VALVE BOX WITH ALIGNERS SHALL BE USED. i 74'-12" HDPE @ 5.44% _ ' PIPES SHALL BE REMOVED / \ INV IN(S)=429.2' 1 I ORP URGED \ / TPED INV OUT=423.5' TESTING GRAVITY SANITARY SEWER SYSTEM NOTES: i I1 -12 +- + 0 -� H P 3. / \ 12°RCP SMH + !y 1. THE MUNICIPALITY AND THE ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO THE ' PROPOSED 4" WATERLINE TO BE RIM=436.9' INV IN(W)=424.9' ss START OF TESTING THE GRAVITY SANITARY SEWER SYSTEM. INSTALLED WITHIN THE SAME INV IN(N)=424.7' \ s TRENCH LOCATION AT DEPTH INV OUT(E)=424.6' \\ 2. CONTRACTOR SHALL INSPECT, TEST, ETC. THE INSTALLATIONS AS REQUIRED BY THE I LP CB2 SHOWN ON SHEET PP1 MUNICIPALITY WHEN THE WORK IS COMPLETED. ALL TESTS, INSPECTIONS ETC. SHALL BE I0 TF=451.0 SMH A \SCA PERFORMED AND EVIDENCE OF COMPLIANCE SHALL BE FORWARDED TO OWNER, ENGINEER AND 1 12 INV IN=447.50 17'-12" HDPE COORDINATION WITH \ C% + THE MUNICIPALITY PRIOR TO ACCEPTANCE. i 12" INV OUT(W.HOOD)=447.50 @ 1.0% UTILITY PROVIDER FOR I SUMP=444.37 REMOVAL/RELOCATION OF +\ 3. CONTRACTOR SHALL TEST AND INSPECT FOR ALIGNMENT AND INFILTRATION AND EXFILTRATION7'-12" HDPE P EXISTING UTILITY POLE + OF ALL SANITARY SEWERS AND RELATED UTILITY STRUCTURES. INFILTRATION OR EXFILTRATION I TF=450.00 D 1 @ 0.5% 5� P NO WIRES °LP OF SANITARY SEWER SYSTEM SHALL NOT EXCEED 0.60 GAL/INCH OF INTERNAL PIPE DIA- METER I 12" INV IN-447.33 JINV=447 PER 100' OF PIPELINE PER HOUR WITH A MAXIMUM HYDROSTATIC HEAD AT THE CENTERLINE OF 12" INV OUT W/4" ORIFICE = 33 FORMER QUAKER HILL ROA THE PIPE OF 25 FT OR AS RE UIRED BY THE MUNICIPALITY. WHEN INFILTRATION OR ( )=447. 30'WIDE EASEME R 32'-12" HDPE @6.5% CB3 � GV � Q I2" INV OUT(HF)=447.33 WATERLI ERVED BY \ EXFILTRATION OCCURS IN EXCESS OF ALLOWABLE AMOUNT, DEFECTS SHALL BE LOCATED AND T N OFQUEENSBURY TF=440.50 oGV W POST REPAIRED. OS1 BOOK 887 PAGE 237 INV IN=433.61 I TF=447.50 55 5y u 6 4 INV OUT=433.61 \ / 4. INFILTRATION TESTS SHALL BE MADE BY INSTALLING FLOW MEASURING DEVICE IN DOWN- I 12 INV OUT=444.00 UP NG 2 1/ o /1\ 1/ 87'-12" HDPE @ 3.46% STREAM MANHOLE OF SECTION BEING TESTED. TEST DURATION SHALL BE 24 HRS, OR FOR SHORTER PERIOD, PROVIDED A STEADY STATE FLOW CONDITION HAS BEEN ACHIEVED IN THE °LP SD -R 26// 5% 35 @ PVC LP TEST PERIOD, AND RESULTS PROJECTED TO A 24 HR PERIOD. SDBEGIN OF CB4 `\ I o,- - PROPOSED 24" RIM=435.70 oQ� 5. EXFILTRATION TESTS SHALL BE RUN ON EACH SINGLE MANHOLE-TO-MANHOLE SECTION, AND I SMH1 SMH 5 WATERLINE / 12 INV OUT=432.99 �Q- SHALL BE MADE BY MEASURING THE DROP IN WATER ELEVATION IN UPSTREAM MANHOLE 24 RIM:455.7 =455.7 1RELOCATION s Q� HRS AFTER INITIAL WATER LEVEL IS RECORDED. INITIAL WATER LEVEL IN UPSTREAM MANHOLE INV IN=449.1 INV IN= 1' _ ol 22'-12" HDPE @ 0.50% + 1 J SHALL BE 2 FEET HIGHER THAN EITHER THE TOP OF PIPE OR GROUNDWATER ELEVATION AT INV OUT=448.73 INV OUT=449. WED E VALVA WITH cgs UPSTREAM MANHOLE. ANY MANHOLE TO MANHOLE SECTION UNDERGOING AN EXFILTRATION EVELED GEAR OPERATOR, RIM=435.3' ,�0 o P TEST MUST HAVE THE NEXT ADJACENT SECTION, BOTH UPSTREAM AND DOWNSTREAM, DRY I + REFER TO SHEET 21 INV OUT=430.6' AND NOT UNDER TEST. THIS PROCEDURE MINIMIZES HYDROSTATIC PRESSURE PLACED ON \ Q` STOPPERS, PLUGS, AND END CAPS. I INSTALL BELL CLAMPS ON CB5 �'� 3 PIPE JOINTS OF THE @10'-12" 0.5 " HDPE RIM=435.70 6. LOW PRESSURE AIR TESTING MAY BE ALLOWED IN LIEU OF EXFILTRATION TESTS ONLY. WHEN EXISTING 24" WATERLINE @ 0.50% 12" INV IN=432.88 SO ALLOWED, TEST SHALL BE PERFORMED UNDER DIRECTION OF ENGINEER ACCORDING TO TO RESTRAIN DS2 12" INV OUT(W.HOOD)=432.88 ASTM C828. ALTHOUGH THE ASTM DOCUMENT TITLE IS SPECIFIC FOR VITRIFIED CLAY PIPE, 4 TO I °LP COORDINATI N WITH \ / 27'-12" HDPE TF=436.00 SUMP=429.75 12 INCHES IN DIAMETER, THE SAME GENERAL PROCEDURES MAY BE USED FOR ANY OTHER PIPE I / UTILITY PROVIDER FOR INV=432.78 @ 8.6% 12" INV IN=432.83 MATERIAL, AND IS NOT LIMITED TO A MAXIMUM DIAMETER OF 12 INCHES. 5y REMOVEURELOCATION OF o PEI. Q� / 12" INV OUT(W.6" ORIFICE)=432.83 EXISTIN UTILITY POLE 22 -1 NR DE @ 1. /o y��O 12" INV OUT(HF)=432.83 I 7. TEST SECTION SHALL BE SLOWLY FILLED WITH AIR UP TO A MAX. PRESSURE OF 4 PSIG GREATER 201-1211 DPE / G THAN AVERAGE BACK PRESSURE OF ANY GROUNDWATER THAT MAY BE SUB- MERGING THE PIPE. $ E D @ 1.0% DMH3 PRESSURE SHALL THEN BE THROTTLED DOWN TO AND MAINTAINED AT 3.5 PSIG GREATER THAN I BOL 36'-12" HDPE RIM INV IN THE AVERAGE BACK PRESSURE OF ANY GROUND WATER FOR A MINIMUM OF 3 MINUTES TO I @ 7.50% 12 INV N (W)=430.50 p1 EQUALIZE WITH THAT OF COOLER PIPE 5 BOL 12" INV IN (N)=428.25 ALLOW TEMPERATURE OF WARM ENTERING AIR TOE 3 Q 12" INV OUT=428.25 WALLS. IF ANY LEAKS ARE FOUND, OR IF PRESSURE CANNOT BE MAINTAINED FOR ANY REASON, BOLB0 o \ o AIR SHALL BE BLED OFF AND NECESSARY ADJUSTMENTS OR REPAIRS MADE. WHEN LEAKAGE HAS BOL o S2 \\ ?I BEEN STOPPED, AIR TEST SHALL BE STARTED AGAIN FROM BEGINNING, AS ABOVE. E CN H AD BOL o 40'-12" HDPE RIM=433.25 \\ of WHEN INTERNAL AIR PRESSURE HAS BEEN MAINTAINED AT 3.5 PSIG GREATER THAN THE I @ 1.0% LP/"' 12" INV OUT=427.22 N CB6 \ o + AVERAGE BACK PRESSURE OF ANY GROUND WATER FOR A MINIMUM OF 3 MINUTES, THE AIR LP 5y RIM=428.84 \ SUPPLY SHALL BE PHYSICALLY DISCONNECTED LEAVING THE PRESSURIZED SYSTEM SEALED. CONTRACTOR U ° 12 INV OUT=425.34 THE INDEPENDENT PRESSURE GAUGE SHALL BE OBSERVED FOR AN INDICATION OF PRESSURE TO VERIFY LOSS. IF A LOSS IS INDICATED, THE TIME IT TAKES FOR THE PRESSURE TO DROP ONE (1) PSIG DMH4 DEPTH OF I \ cgs RIM=427.9' INVERTS 0 SHALL BE MEASURED WITH A STOP WATCH. SMH I BOL o BOL + RIM=428.0 G INV OUT=424.3 U RIM=458.6' I o CB 2" INV IN (CB7)=424.52 ASSUMED ST INV IN(W)=452.9' �� 8. HERE FLEXIBLE PIPE IS USED, CONTRACTOR SHALL TEST ALL MAINLINE PIPE FOR MAXIMUM INV IN(S)=450.6' S5 ((B0� RIM=428.84 HTU - CDS-3-C BY CONT H 12 INV IN (OS2)=424.52 0 ALLOWABLE DEFLECTION OF 3% OF OUTSIDE DIAMETER. DEFLECTION TESTS SHALL BE NV OUT(E)=450.6' / ELECTRIC SWITCH BOX1 ON CONCRETE PAD o 12 INV IN=425.12 ( )RIM=428.55 12" INV IN EXCB -424.0 \ cm PERFORMED USING A CIRCULAR STEEL BALL ON SLED 1/16 INCH IN DIAMETER SMALLER THAN BOL " INV OUT-425. 12�� INV IN-424.92 12�� INV OUT-=424.0 ALLOWABLE INSIDE DIAMETER OF FLEXIBLE PIPE WHEN DEFLECTED A MAXIMUM OF 3% OF s = 12" INV OUT=424.92 \ o OUTSIDE DIAMETER. DEFLECTION TESTING OF ANY PIPE STATION SHALL BE DONE NO SOONER o THAN 6 MONTHS AFTER DATE OF INSTALLATION OF PIPE SECTION UNLESS WRITTEN EXCEPTION IS PROVIDED BY THE ENGINEER. SHOULD TEST FAIL, THE CONTRACTOR SHALL LOCATE AND , EDWIN L. VOPELAK JR ,I- REPAIR DEFECT AND RE-TEST LINE AT NO ADDITIONAL COST. DATE REVISIONS RECORD/DESCRIPTION DRAFTER CHECK APPR. UNAUTHORIZED ALTERATION OR P.E. 59238 ADDITION TO THIS DOCUMENT IS A o VIOLATION OF THE NEW YORK STATE SITE UTILITY PLA N 9. SEWERS SHALL BE LAID WITH STRAIGHT ALIGNMENT BETWEEN MANHOLES. STRAIGHT 6/16/17 Q REVISED WATER MAIN CONNECTION &NOTES MAC ELv ELv EDUCATION LAW. ALIGNMENT SHALL BE CHECKED BY EITHER USING A LASER BEAM OR LAMPING. TESTING TO I a COMPLY WITH REQUIREMENTS OF THE MUNICIPALITY. I 6/30/17 Q NOTES ADDED PER TOWN ENG. COMMENTS MAC ELv ELv p 2017 �F NE 9/27/17 3Q PER TOWN COMMENTS DATED 7/13/17 MAC TJH ELV C.T. MALE ASSOCIATES AVIATION MALL CONNECTOR ROAD i Y 10. MANHOLES SHALL BE VISUALLY INSPECTED AND LEAKAGE-TESTED USING INTERNAL OR �, ��` ti• VOPFo, EXTERNAL HYDROSTATIC PRESSURE. LEAKAGE TESTING SHALL COMPLY WITH REQUIREMENTS OF `n �,' '�, 1/22/18 ® REVISED WATER MAIN &SANITARY SEWER LOCATION MAC ELv ELv DESIGNED: MAC PYRAMID MANAGEMENT GROUP, INC. THE MUNICIPALITY. % 0 DRAFTED : MAC TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK Q BAR SCALE 5 J 11. WHERE SEWERS ARE CONSTRUCTED OF PRESSURE-RATED PIPE AND INSTALLED WITH LESS 30 0 15 30 60 © CHECKED : EFG C.T. MALE ASSOCIATES LLTHAN 18 INCHES VERTICAL SEPARATION FROM EXISTING OR PROPOSED WATER MAINS, SEWERS $923% Q PRO]. NO : 04.9368 Engineering,Surveying,Architecture & Landscape Architecture, D.P.C. 120 6 SHALL BE HYDROSTATICALLY TESTED AT 150 PSI TO ASSURE WATER TIGHTNESS. HYDROSTATIC 1 inch = 30 ft. A� o ACCEPTANCE TESTS SHALL BE CONDUCTED AS SPECIFIED FOR TESTING WATER MAIN, EXCEPT O�'ES'S14�Qy ® SCALE : 1"=30' 50 CENTURY HILL DRIVE, LATHAM, NY 12110 SHEET 4 OF 11 o THAT TESTING MAY BE PERFORMED WITH PIPE SECTION PARTIALLY BACKFILLED. 518.786.7400 * FAX 518.786.7299 90 DATE : MAY 15, 2017 d. DWG. NO: 17-0305