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R PQ 221.70 W <br />t ^ <br />U11 <br />219.16 n221. Na <br />G I <br />219.16 C N N 530800 <br />W� 20'78 J THESE CONDUIT RUNS ARE <br />220.4 <br />l 20.32 C RD APPROXIMATELY 100' LONG <br />221. ( E) EXISTING FENCED IN <br />N m 32.56 100KVA TRANSFORMERS <br />Nr 'o 210 & 1 #10 GIRD. IN A 1" PVC <br />20.14 233.86 COATED CONDUIT, LENGTH <br />CEMENT CONC. ° APPROXIMATELY 200' LONG/ <br />SIDEWALK 2 0.06 ? 30.2 SSM176 (DROP MN) <br />22 RIM= 219.20 <br />A <br />INV.(1N)= 206.32(FROM SSM #777 <br />INV. (1N 206.4I (FROM SSM #175 <br />m NV, (OUT)= 206.16 <br />N 530700 z _ ��_ <br />S 42. -- 775(NOT FOUND) K <br />2 RECORD RIM= 218.56 <br />RECORD INV.= 272.31 <br />FLOW <br />n WC L (T D o MOUNT TWO <br />� <br />RIM= METERS IN THIS <br />21952 N ENCLOSURE, ONE <br />A FOR EACH <br />2148 m 1 MANHOLE. LABEL <br />I EACH METER. <br />o 219.66 T <br />3302 EXISTING <br />I � WIREWAY , SEE <br />j N 530600 N 5 2(TO SSA #176) 9 <br />220.48 220.12 <br />PL -M1 AND RL -M1 PLAN <br />SCALE: 1 " =30' <br />a <br />u <br />0 <br />n <br />N <br />u <br />a <br />I- <br />a <br />s <br />h <br />W <br />a <br />n <br />N <br />N <br />J <br />N <br />N 52.9700 <br />w <br />19 <br />■L <br />x1.02 <br />= 221.25 Ff <br />N 529600 <br />(A <br />Z <br />O <br />F- <br />W <br />J <br />w <br />250 <br />In <br />Z <br />O <br />245 Q <br />W <br />J <br />LLJ <br />240 <br />235 <br />RL -M2 <br />A� it.owN <br />RL -M2 PROFILE LLtgS <br />SCALE: HOR. 1 " -30' <br />VERT. 1 " =3' <br />NOTES: <br />1. FOR ELECTRICAL NOTES, SEE DRAWING NO. CE -15. <br />2. CONTRACTOR IS TO VERIFY ALL DIMENSIONS, INCLUDING <br />SLOPE, DEPTH, SIZE AND TYPE OF SEWER AT LOCATION <br />OF METERING MANHOLES PRIOR TO ORDERING <br />FABRICATION OF MANHOLES <br />3. RESTORE ALL AREAS TO PRE-EXISTING CONDITION <br />BY RE- PAVING OR PROMD114G TOPSOIL, SEED AND <br />LOAM IN ACCORDANCE WITH SPECIFICATIONS. <br />I <br />2 <br />° <br />L Lu �A <br />w w �`� <br />/ 5. <br />4- 237.67 - -- - "\ Ma <br />E y 8 <br />44. Ile <br />T FE E 4 .37 4 "0 <br />2 3. <br />8"o <br />0.11 °o <br />N <br />o � <br />fl <br />t w <br />w <br />RL -M2 PLAN <br />SCALE: 1"-30' <br />DROP MANHOLE, <br />fNV.(IN)= 245.88(FROM SSM 421) <br />FOR DETAIL SEE <br />INV.(1N)= 245.16(FROM <br />DRAWING NO. CE -15 <br />2) 8''0 <br />EXIST. <br />NEW SSM417A <br />CHIEF, ohm <br />E R LOCATION PLANS AND PROFILES - PART 4� <br />JRITY <br />GROUND <br />ANGLE <br />IRON FRAME <br />d. PVC <br />STAND <br />SURFACE <br />TRANSFORME R <br />SAFETY <br />Sw Q08 <br />MOUNTED ON <br />DETAIL <br />244.89 <br />CONCRETE P AD, <br />CE -15 <br />FIRE CHIEF <br />TYP. <br />REMOVE 50' OF <br />CIVIL ENGINEER 5W <br />DATE 12 AUG <br />8" Y.C. AND <br />;EL <br />T -304 SST. <br />RELAY 8" PVC <br />AT S =.006 <br />In <br />00 <br />rn <br />.MEDICAL SE &S <br />ENVIRONMENTAL <br />O� <br />of <br />C4 <br />SCAIE AS NO It f) <br />*PLAN <br />T -304 SST <br />MXRD92 <br />V) <br />ENERGY CONSERV. <br />Z2 <br />2 <br />wzi <br />4 Y <br />1' 0' 2' 4' 6' 8' 10' 12' 14' <br />6 <br />5' 0' 5' 10' <br />t " =3' <br />25' 0' 25' 50' 75' 100' 125' <br />1"=30' <br />,j <br />2f10 do 1#10 GIRD. IN A <br />1' PVC COATED CONDUIT <br />° o <br />N <br />10 ., <br />to <br />256.69 <br />)8 9 SSM #418 <br />RIM= 253.63 <br />255 <br /># 421 <br />1/2" FNPT <br />COUPLING- <br />S"0 <br />fNV.(IN)= 245.88(FROM SSM 421) <br />INV.(1N)= 245.16(FROM <br />SSM #4l <br />2) 8''0 <br />1NV, (OU 7) -- 245.19 <br />NEW SSM417A <br />CHIEF, ohm <br />E R LOCATION PLANS AND PROFILES - PART 4� <br />JRITY <br />EXISTING <br />ANGLE <br />IRON FRAME <br />FENCED IN 25KVA <br />STAND <br />TO SUPPORT <br />TRANSFORME R <br />SAFETY <br />SWITCH, SEE <br />MOUNTED ON <br />DETAIL <br />DRAWING NO. <br />CONCRETE P AD, <br />CE -15 <br />FIRE CHIEF <br />TYP. <br />°_ <br />DATE ( DESCRIPTIO I DRAWN I_AFPVO <br />DEPARTMENT OF THE AIR FORCE <br />E47SPTG / CECE <br />HA14SCOM AFB, MA. 01731 <br />r <br />FAY, SPOFFORD A THORNDIKE, INC. <br />LEXINGTON, MA <br />BASE CIVIL ENGINEERING SQUADR <br />REPAIR SEWER FORCE MAIN <br />HANSCOM AIR FORCE BASE, MA. <br />DRAWING N0. <br />`rT <br />a 1. <br />ELECT: cnL <br />I <br />COORDINATION <br />OF <br />:TY <br />CHIEF, ohm <br />E R LOCATION PLANS AND PROFILES - PART 4� <br />JRITY <br />CONTRACT PROGRAM. <br />PLAN <br />RE <br />FRP CHANNEL Tv <br />BE DRILLED AND RLA <br />OF <br />COMMUIHCATWNS <br />CONSTRUCTION MGT <br />CHIEF, ENDIN 1 CT. <br />CHIEF, ENG(✓k EAP7'LNG BR <br />BASF C ivil ENGIN <br />LOCATION <br />ELEVATION <br />SONIC METERING BRACKET DETAIL <br />EKE <br />NOT TO SCALE <br />" ERR <br />ANCHOR <br />NOTES: <br />FIRE CHIEF <br />CORROSION CTRL <br />ARCHITECT <br />CIVIL ENGINEER 5W <br />DATE 12 AUG <br />Hr1r <br />1 /2 "x3 <br />T -304 SST. <br />AVE <br />EXPANSION <br />2. UNLESS OTHERWISE N01( P, <br />.MEDICAL SE &S <br />ENVIRONMENTAL <br />T i <br />ELECTRICAL END W6F <br />MECHANICAL ENG <br />SCAIE AS NO It f) <br />*PLAN <br />T -304 SST <br />MXRD92 <br />USIND AGENCY <br />ENERGY CONSERV. <br />STRUCTURAL END <br />DRANK BY CAO CAP <br />PR OJECT NUMB <br />METERING <br />3. SEE SPECIFICATIONS FOR <br />2 <br />BRACKET <br />NCOIC . DRAFTING <br />VAULT FILE NUMBER <br />!FET _.nr <br />PLAN <br />RE <br />FRP CHANNEL Tv <br />BE DRILLED AND RLA <br />MOUNTED <br />AT THE <br />REQUIRED <br />LOCATION <br />ELEVATION <br />SONIC METERING BRACKET DETAIL <br />NOT TO SCALE <br />" ERR <br />ANCHOR <br />NOTES: <br />BRACKET <br />1. ANCHOR BOLTS, BOOS, <br />4 PLACES, <br />NUTS AND WASHERS ARF <br />1 /2 "x3 <br />T -304 SST. <br />EXPANSION <br />2. UNLESS OTHERWISE N01( P, <br />ANCHOR <br />THE MANHOLE SHALL HI, <br />*PLAN <br />T -304 SST <br />CONSTRUCTED OF FRP <br />(FIBERGLASS REINFORCF P <br />SONIC <br />PLASTIC). <br />METERING <br />3. SEE SPECIFICATIONS FOR <br />BRACKET <br />FRAME AND COVER AND <br />CONCRETE SLAB <br />HEAD GAGE <br />REQUIREMENTS. <br />ERR LADDER <br />EXISTING GROUND OR <br />STREET SURFACE <br />ADJUST TO GRADE WITH <br />PRECAST CONC. GRADE <br />CONTRACTOR TO N <br />RINGS <br />FILL MANHOLE NTH I <br />° <br />CONCRETE TO THE <br />N <br />HEIGHT TO <br />TOP OF THE FLUME <br />MATCH EACH <br />PIPE LOCATION <br />UTILITY TAP - <br />a <br />-DIA. TO MATCH <br />NEOPRENE BOOTS <br />EXISTING PIPE <br />ARE SECURED WITH <br />AT EACH <br />STAINLESS STEEL <br />LOCATION <br />BANGS, TYP. <br />-2 #4 E.W. IN <br />1/ FOAM PAD <br />ADDITION TO <br />(PROVIDED WITH <br />.*+• -=; ".. "f` <br />00 <br />WWF <br />MANHOLE) <br />-6" SELECT <br />8', 40001} <br />6 " <br />GRANULAR <br />CONC. SLAB - <br />MATERIAL <br />METERING MANHOLE DETAILS <br />(WITH EXTRA LARGE <br />60" V TRAPAZOIDAL <br />FLUME) <br />SCALE: 3 /8 " =1' -0" <br />t] <br />LG -221D <br />