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Home My WebLink About18.037 550 Union Avenue Site Plan Utility Plan-CONNECT TO EXISTING 3 8" WATER MAIN L-10 W/ 8" GATE VALVE (I EXISTING U"WATER MAIN--~�-� (CONTRACTOR TOCONFIRM PIPE MATERIAL) 45"BEND W/ THRUSTBL(]CK W1 2 CORP STOP CUT AND CAP EXISTING 2"' WATERLINE PRIOR TO EXISTING BUILDING REMOVE FRAME AND COVER. ADJUST - mR utvtKumt/u BE REMOVED EX|SONGGMH-L/ �INV. 205 03 H 1�~ 11"Dr- - - _., IN, | 100 YEAR CONNECTION . i------- FLOOD LINE ~^ ' � / } UTILITY NOTES WATER SYSTEM NOTES 11 1. THE CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF COVER BELOW FINISHED HAVING JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE GRADE OF 5'-0". C=1 CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 2. SUBMIT APPROVED SHOP DRAWINGS FOR ALL WATER MAINS AND APPURTENANCES TO THE CITY The LA GROUP 2, CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY INSPECTIONS BY THE AUTHORITY HAVING JURISDICTION IN ACCORDANCE WITH ENGINEER PRIOR TO CONSTRUCTION, THEIR RESPECTIVE REQUIREMENTS. I Landscape Architecture & Engineering P.C. 3. ALL CAST IRON AND DUCTILE IRON FITTINGS SHALL BE MECHANICAL JOINT, DOUBLE CEMENT LINED, Pewv& Pur ,pose. Pface. 3. LOCATION OF UTILITY CONNECTIONS AT BUILDING TO BE VERIFIED BASED ON FINAL BUILDING FOOTPRINT CONFIGURATION. PAINT SEAL COATED, 350 P.S.I. PRESSURE RATING. 40 Long~ Alley v. 518-587-8100 4. ALL UTILITY INSTALLATIONS SHALL BE|NACCORDANCE WITH ALL REGULATORY, LOCAL MUNICIPAL AND BUILDING CODE REQUIREMENTS. 4. CHLORINATION, PRESSURE AND LEAKAGE TESTS OFVVATERMANSGHALLBE|NCOWFORMANCEVVITH Saratoga Springs f..5l8'587'O\80 0yl2DG� �e THE QTYDFSAF0\TO6ASPRINGS AND A.VV.VV.A. STANDARDS AND SHALL BEPERR]RK�EOUNDER THE `°v«»v��eug'»«p.c»m 5. THE LOCATION OFUNDERGROUND UTILITIES SHOWN ONTHIS PLAN ARE DIAGRAMMATIC FOR INFORMATION ONLY, AND MUST BEVERIFIED BY SUPERVISION 0FTHE CITY ENGINEER. BACTERIA EXAMINATION AFTER DISINFECTION ATANy.8.D.O.H THE CONTRACTOR PRIOR TOCONSTRUCTION. ALL UTILITIES MAY NOT BESHOWN. CONTRACTOR SHALL COORDINATE LOCATION [)FALL APPROVED LABORATORY WILL TAKE PLACE PRIOR TO TURNING WATER MAIN OVER TO THE CITY TO Unauthorized alteration nraddition tqthis UTILITIES (L|NE8.DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.)WITH LOCATIONS OFPROPOSED LANDSCAPE ELEMENTS (A#\LS.FENCE, VERIFY SANITARY QUALITY. WATER SERVICE LINES ARE EXCLUDED FROM THIS REQUIREMENT. document isaviolation ofSection 7zD9ofthe New York k5t FOOTINGS, m ate Education Law. REPRESENTATIVE. ANY DAMAGE AND INCURRED COSTS DUE TO FAILURE OF THE CONTRACTOR TO VERIFY UTILITY LOCATIONS SHALL BE 5. THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET (EDGE TO EDGE) BETWEEN ANY BORNE ByTHE CONTRACTOR. WATER MAIN AND ANY SANITARY {}RSTORM SEWER. THERE SHALL ALSO 8EAMINIMUM VERTICAL u�the LAGroup z0l� SEPARATION OF EIGHTEEN INCHES BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. 8. EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. 8� THRUST BLOCKING SHALL COMPLY WITH DETAILS ON THESE DRAWINGS AND CITY STANDARDS. pnepe»*d for 7. EXTEND DESIGNATED LIMIT OF WORK AS NECESSARY TO ACCOMPLISH SITE UTILITY WORK AS REQUIRED BY THESE DRAWINGS AND ��K�� Union ^ 0 � �� SPECIFICATIONS. 7. NEVVVVATERSERVICES FR(}�1K8A|MT(}CURB STOP VV|LLBEINSTALLED VV|THK�|N|K8UK8COVER 8HOVVN ~�,�� y�}��y� &~�� ON STANDARD DETAILS UNLESS ADJUSTMENT IS REQUIRED BECAUSE OF DEPTH OF EXISTING WATER 55(}Union Avenue 8. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT ROADWAYS AND MAIN. SERVICE SHALL BE BROUGHT TO MINIMUM DEPTH IN STANDARD DETAILS AS CLOSE TO THE MAIN DRIVEWAYS FOR THE DURATION OF CONSTRUCTION. AS POSSIBLE. Saratoga Springs, NY12866 8. DURING ALL EXCAVATION |MWHICH THE EXISTING WATER MAIN |SORCAN EASILY BEEXPOSED, THE CONTRACTOR SHALL LOCATE THE WATER LINE, BOTH HORIZONTALLY AND VERTICALLY. THIS INFORMATION SHALL BE PROVIDED TO THE CITY OF SARATOGA SPRINGS AND INCORPORATED IN THE AS -BUILT DRAWINGS. 8. THE /2\B�OW��VVEQGESATE�CH8ELLJO|NTO�PUSH-QN�iPE, ! - � 10. THE CONTRACTOR SHALL PROVIDE iDTAPE ABOVE WATER LINES ASSHOWN DWTHE TRENCHING DETAIL. 100-yEAR 11. VALVE BOXES FLOOD E 11.a, CAST IRON TWO PIECE VALVE BOX AS MANUFACTURED BY CLOW (MODEL F2494), OR APPROVED EQUAL 11�b� COVER SHALL BE ST/YYPUTTYPE (CL()VVW1OQELF24&O).DRAPPROVED E[JUAL.AND BECLEARLY MARKED "WATER". \` 12. VALVES ~r 12a ALLVALVESUNDER12|N�H�S|ND|AK4�TE��HALLBEKNE�HAN|�ALJO|WTREG|L|E�TVVE�GE(R8N\ | � � ` '� ^o� ov^/v^/`aC0 vm/^uCC^mm,^oc.�o ou^// oc/onmo^�v mn^/0/0m/omTC^^�^mM'`o^muoTn | /u `�. A.VV.W'A.C5Ug.GLAND BOLTS SHALL BEZINC COATED STEEL. `a 12.c. ALL VALVES SHALL HAVE AMAXIMUM WORKING PRESSURE RATING OF2OOP,S.|.G. \ , 12.U. ALL VALVES SHALL HAVE MECHANICAL JOINT ENDS CONFORMING TOANSI A81.1U/AS1.11. 12.e. VALVES SHALL OPEN RIGHT (CLOC#W|9E)WITH ASTANDARD 2-|NCHSQUARE OPERATING NUT WITH ARROW CAST INTO IT INDICATING THE DIRECTION OF OPENING. | Cot, � �.n* c^ru`,^/`'cCu^// oco^m^/,Cu�mrr`^^0/crcm//rumcrCC0^oom,/�m omrC o�/'nC ^^/n | � .mu 8"X6" TEE CONNECTION GASKETGr ��o/ 12.Q. K8UELLERA-23GOK4JRESILIENT, (}RAPPROVED EC>UAL. ~~_~� /n�uo'ouw�n `\ ' 450BEN-''� ~�. 13. HYDRANTS SHALL BE8AR/�OGASPRiN(]SSTANDARD K�UELLERSUPER CENTURION A,423A88HOVVN - - � ONTHE DETA|L� THRUST BLOCK ^` 14 ALLVVA�E��A|NAN��|REHY��NTVALVE8SHALL[)P�N�|GHT��L0CK�|8E} �\ FIRE HYDRANT � '� | ASSEMBLY { 15. THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLANS ARE FOR INFORMATION ONLY, ANOALL UT|L0BSM/A'NOT BESHOWN. THE CONTRACTOR SHALL CONTACT DIG SAFELY NY ...z CUT EXISTING ..".E"L...E ,xvu N(1'8OU-9G2-788�)ANDTHEPROPE�LO{�JAUTH0R|T|E�ORRE8PECT|VEUT|L|TY�0K8PANYHAV|NG �r |mu|*LLmJEND CAP. TAP (u)4' JURISDICTION TQFIELD VERIFY THE LOCATION OFALL EXISTING UTILITIES BEFORE CDK8K4ENC|N8 COPPER WATER SERVICE x �� WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER CONNECTIONS. MIN. AUTHOR|T|ESSHALL BECOME THE RESPONSIBILITY OFTHE CONTRACTOR. BETWEEN | \ 8"GATE\V\LVE. *' w.~ ^�, M.J. ENDCAPANQ \ ' ' 16 WATER �X|GT|N(��T�UCTUR�R|K48 N�VV�T�U��U��R|K88 ETC., SHALL BEADJUSTED / EXISTING � THRU8TBLOCK � ' ' ` ` . TO EASEMENT | 1K1QT0HKU:KjT THE OWNER'S REPRESENTATIVE. / \ /NUMBER \ �2013032688 \ / _ Y> \ , ' / /u �uu*/� ~' � G" SDR�6 PVC { --'��--�-' � ^^ EXISTING LATERAL AND CONRRM /' CAP END 0FPIPE � FOR FUTURE ~ CONNECTION MODIFY FRAME AND COVER FLUSH TDGRADE (2) � 4 COPPER - WATER SERVICE u MODIFY FRAME AND COVER --^ FLUSH TDGRADE '8MODIFY FRAME AND COVER TALL PROPOSED LATERAL INS FLUSH TO GRADE 04 SA 34 ` \ / \ 8CH|ER GE-1QU0GREASE TRAP 4"8�R-2D��CNV__� R1K4:20�82O9�5 / INV, IN: 205.25'� BACKFLOW SANITARY CLEAN OUT | �mv�3UT2U51� � PREVENTION OUT: � u ' MEP DRAWINGS) ��OR-�GPVCNVBA��FLOV� " \ , 2&MIN. SLOPE PREVENTION (SEE ' MEP " \ INV. 0]LDG\=2O5.6 `� 296MIN. SLOP « � INV. (BLDG)=2O55REMOVE FRAME AND COVER. ADJUST MANHOLE WITH NEW BARREL SECTION AND CONCRETE RISERS, REPLACE FRAME AND COVER 6.J SHORE LINE _ kA ` /�� "'�� Z)SANITARY �� U~W�� U ��0 1. PVC SANITARY SEWERS, FITTINGS AND SERVICE LATERALS TO PROPERTY LINES SHALL CONFORM TO AND BE INSTALLED AND TESTED IN ACCORDANCE WITH THE CITY OF SARATOGA SPRINGS AND 8ARATOGACOUNTY SEWER DISTRICT #1STANDARDS. 2. ALL SEWER PIPING AND FITTINGS SHALL CONFORM TOTHE STANDARD SPECIFICATIONS FOR PVC PIPE, ASTNDESIGNATION D'3U34-78DRLATEST REVISION AND T()THE DIMENSIONS AND TOLERANCES 0F CLASSIFICATION 8DF-28WITH SINGLE GASKET PUSH -ON JOINTS. 3. INFORMATION AND SHOP DRAWINGS FOR MATERIALS USED SHALL BE SUBMITTED TO AND APPROVED 8YTHE DESIGN ENGINEER PRIOR TOTHE PLACEMENT ()FANY ORDERS OF SAID MATERIALS. SUBMIT �\ COPIES OFAPPROVED SHOP DRAWINGS TO8ARATO8ACOUNTY SEWER DISTRICT #1- 4, FIELD ADJUSTMENTS SHALL BE APPROVED BY THE LA GROUP AND THE SARATOGA COUNTY SEWER DISTRICT #1.PRIOR TOINSTALLATIONS. 5. LEAKAGE OUTWARD OR INWARD SHALL NOT EXCEED 100 GALLONS PER INCH OF PIPE DIAMETER PER MILE PER DAY FOR ANY SECTION OFTHE SYSTEM. LEAKAGE TEST SHALL BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 FEET AND SHALL BE IN ACCORDANCE WITH SARATOGA COUNTY SEWER DISTRICT #1STANDARDS. G LOW PRESSURE AIR TESTING IS PERMITTED. TEST IS TO CONFORM TO UNIBELL PVC PIPE ASSOCIATION, UN|-B-6-08. 7. CONTRACTOR TO FIELD VERIFY GRADE OF THE EXISTING TIE IN POINTS PRIOR T{}CONSTRUCTION. & EXISTING SEWER LATERAL SHALL BE USED IF DEEMED ADEQUATE. IF THE EXISTING PIPE CANNOT BE USED, THE PIPE WILL BECAPPED TD PREVENT GROUNDWATER FROM ENTERING THEGCGD MAIN, LEGEND PROPERTY LINE ------�--------- EXISTING WATERLINE ------�------- PROPOSED WATERLINE ----sA-----oA---- EXISTING SANITARY LINE _ ------SAN------ PROPOSED SANITARY LINE \` -------- S. ------- PROPOSED GTDRWVVATERLINE Planning �� ~�� '7 ��0�� ff � �.�� / Approval Approved under authority oferesolution adopted ___ bythe Planning Board ofthe City ofSaratoga Gnrinoa. Chairperson Date Signed: Project Title, Lake Local �� =��~~ �.�� ^'� ��U Application ��N�� -U�� Site ~°" ° 550 []ni[)O Avenue Saratoga Springs, NY 12866 Project No.: 201576 Design: DPD Drawn: n8w cxVu oex Date: 11/21/2019 Scale: I"=30' Oil