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C-101 - Luzerne Rd Metering Manhole XREFS: NONE PROJECT NUMBER: 17.7736 LEGEND CONTROL PANEL, SEE DETAIL E- 1d1 cBR rn �} CATCH BASIN CURB INLET 3 MAP NOTES: CB o _ 0 CATCH BASIN SQUARE 8'-6" 1. North orientation and bearings are Grid North based on the New York State Plane Coordinate System, East Zone NAD CBC, CATCH BASIN ROUND r7 83/2011 epoch 2010.00 obtained from GPS observations. 2" FRP CONDUIT CONIFEROUS TREE M � c CONNECTION 2. Vertical datum shown hereon is NAVD 88 (Geoid 12A) and was obtained from GPS observations. i. . DECIDUOUS TREE a '`...`-9MTR 3. Topographic information shown hereon was compiled from an actual field survey conducted on February, 2018. ELECTRIC METER GMTR GAS METER FILL VOID AROUND 4. The location of underground improvements or encroachments, if any exist, or as shown hereon, are not certified. GT z GA TE ST EST _ FLUME T There may ❑ w U E O FORM be underground utilities the existence f Y o which are not known o to the 9 undersigned. ed. Size and location of all 9 J BENCHWALL underground utilities and structures must be verified by the appropriate authorities. Dig Safely New York must be ®GV GAS VALVE m notified prior to conducting test borings, excavation and construction. Gv TEST ' 1/2" STAINLESS '° ,C""'"`� q GAS VALVE TEST 0 STEEL ADHESIVE �, 5. Prior to and during the course of this survey this geographic area accumulated approximately 3 inches of packed HYD HYDRANT o ANCHOR snow and ice. Therefore the undersigned cannot certify that some object or feature has been omitted or that there is SMH ASSEMBLY, TYP i an elevation error consistent with the depth of the snow pack. However every effort to provide a complete plotting of ® SANITARY MANHOLE the conditions has been made. TELEPH ONE MANHOLE �r I` FIBERGLASS SIGN REINFORCED POYESTER _._•._••_� UTILITY POLE MANHOLE T` ? WV 0 r O UTILITY POLE W/GUY WIRE a z r. BBC WATER VALVE BAR SCALE u MANHOLE FRAME 20 0 10 20 t m PLAN CLEAR OPENING r,. TBC BOTTOM OF BLACKTOP CURB a U - z' O \ 1 inch = 20 ft. ° CENTERED W) t t BCC BOTTOM OF CONCRETE CURB p v 5Mki fi.34I: L:T r \ TCC c RIM=346.12 Z °v TOP OF CONCRETE CURB 0 v� 6"INV.TN=342.22 a • v- 0 oL� INV.THRU.=342.12 ' � \ q � , v SMH No LEFT TURN RPZ IN HOT BOX v HEAVY DUTY CAST IRON o� RIM=347.00 1 GRANI€E CURBING STREET SIGN\ MANHOLE FRAME AND INV=342.40 \\ \ PER 333913 " u C v COVER, 8" HIGJ W/ 30" 3!4"a>PPER. 0 T3r WATER SERVICECL ONE WAY/ o CLEAR OPENING w Tip. / ^ TOP GRANITE 1.2"MAPLE CURBING; 3a E W QJ Y BY DIRECTIOONAL DRILLCONNECT ` ��v, PRECAST CONCRETE GRADE TO 6" CIP WITH CURB STOP 3 c SWALK RIM 346.60' 8"MAPLE SS PVC I a � RING EXTENSIONS RIM INV. THRU t341.39' m - _ _ TMH o v T o ASPHALT fiL1 �,:,.. - - - .,._-. --- -- RIM-345.82. =wQ 12' COMPACTED I �.x� v M° -� VERIFY '�" 0 Nov CRUSHER RUN TO i a ^- " - SS 6"MAPLE � v=q s SUPPORT GRADE RINGS �LRQ - -_- -- __ -` -- -- _.__ '- aL E v C a 4'-0" DIA FIBERGLASS `- - ...__e�� 5-- -_ _ -- ----_ - --- _ _ - _ mo 3 w ELECTRICAL PANEL s ---_____ _-- v a"0 REINFORCED POLYESTER CONC. CURBING v °°° MANHOLE DESIGNED FOR H2O CIP W --_._____ _ --- --ASPHALT SS l-` BOL _ CONC. WAL - n b.. HYD --.-�_` r -- --'_._-----_- uL LOADING W/ PALMER-BOWLUS , FLUME AND AREA VELOCITY - - _ rs6 VALVE GHA E ss _.-.-.v FLEXIBLE NEOPRENE PULSE DOPLER SENSOR - ,- CI'R CURB BOOT AND STAINLESS BENCHMARK ' PROVIDING A COMPLETE " --�-- _. oa0 )°E HYDRANT N.H.O.A. - i=' iia°t STEEL BAND TYP escRosswAL�"�°N�=wa 3 0 0 �� FLOW MEASUREMENT SYSTEM ELEVATION=348.92' ,' --- M szcNAL LUZERN,E ROAO °o aN m EXISTING SANITARY j Gz _ TSB UP LI28 NG 2.5 3 a CL SEWER pv v o mEy _ INVERT �.� TSB TSP v v `m 3 m VERIFY 0 0SIGNAL ASPHALT ss " 6" CONCRETE SUPPORT7777�` ASPHALT SMH g C 3 0°@ DAYS, REINOF W/ #4 28 —— —— ———— — —°— SUBBASE CRUSHED STONE i A PHALT / ASPHALT RIM=34s 63 v 0 ""-o� BARS 12" O.C.E.W. CROSSWALK o c 771T- INv.-339.28 v v N NON-WOVEN FILTER SIGNAL. CAR WASH ' E a E SECTION FABRIC �� aro° ) v �' UNDISTURBED EARTH CTS �E ssvm ~L v 1/2" FOAM PAD z t, °.- U NL N v° °o..° BETWEEN MANHOLE G <: ">�a a AND CONCRETE 0 3 'o,i,p 10 r y c v G) lu 1 METERING MANHOLE DETAIL a0 -�.3 m rr..�, SITE PLAN - FLOW METER 3� �-0E 2 �_ -MO.- �a C-101 SCALE: NONE �� � M" tZ CROSS REFERENCE: NONE �e �- vo�v °��� C-101 SCALE: 1" - 20' CROSS REFERENCE: NONE aM a�Vrn A- m ° A 4'0 MANHOLE (FIBERGLASS) - — GRADE REF, • — - � - - - o I { : o �o o i - � I 6 --- o i c II rn ! co O N iA'I d C: a I i _ ,O- a o o N _ : ro O CONTRACTOR TO FILL MANHOLE WITH v CONCRETE TO TOP OF FLUME. POUR CORE FOR t CONCRETE IN NO MORE THAN 12" LIFTS. F — "` o - WATER SERVICE 60 DEGREE TRAPEZOIDAL � �`"�„• °'� � FLUME ASSEMBLY WITH PROBE a I S r I RACKET SONIC � C � SPRAY NOZZLE C BRACKET `� - p` g o ] I i� -T i ASSEMBLY a 6" 2'-6 4 co e - m� •,� A' 3 I ru 0 3 METERING MANHOLE DETAILrn JAMES R. EDWARDS DATE REVISIONS RECORD DESCRIPTION DRAFTER CHECK APPR. UNAUTHORIZED ALTERATION OR ^ C-1OI SCALE: NONE E. 068519 / ADDITION TO THIS DOCUMENT ISA LUZERNE ROAD METERING MANHOLE ^ CROSS REFERENCE: NONE VIOLATION OF THE NEW YORK STATE � 1 EDUCATION LAW. 0 ey NEWS 0 Rr ® 2018 Y C.T. MALE ASSOCIATES TOWN OF QUEENSBURY Lil ® DESIGNED: KCS CAREY ROAD SEWER DISTRICT a �5 DRAFTED : PAW TOWN OF QUEENSBURY WARREN COUNTY, NY z .- LU pe� a� © CHECKED : JRE C.T. MALE ASSOCIATES ^ PROJ. NO 17.7736 Engineering, Surveying,Architecture & Landscape Architecture D.P.C. La CM 10 1 9 9+ Y g' P SHEET 20 OF 21 ® SCALE : NTS 50 CENTURY HILL DRIVE, LATHAM, NY 12110 a 518.786.7400 * FAX 518.786.7299 D W 0 �9 DATE : 05/21/18 d G. NO: 1$-0201 v 1