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t <br />c <br />FLUSHING <br />CONNECTION <br />HYDRANT W/ <br />6" G.V. & BOX, <br />6" D.I.C.L. PIPE <br />AND 8 D.I.C.L. <br />HYDRANT TEE <br />145' <br />4 <br />! j <br />1 3 <br />k <br />1 <br />c, <br />D <br />l � � <br />i n <br />I <br />I � <br />8" D.I.C. L. CAP '— — <br />AND NIPPLE �� X525 m <br />i <br />V BUFFER Z4e4E e? _ — <br />ua2 _ g0 5 i <br />�`�� 108�� <br />GUST BLOCK (TYP 8" GATE <br />VALVE & BOX <br />TEMPORARY <br />BLOW —OFF /SAMPLE LINE. <br />(1" TAPPING SADDLE AND <br />CORP.; COPPER TUBING; 1" <br />CURB STOP) (TYP.) (TO BE <br />REMOVED AS DIRECTED BY <br />THE ENGINEER) <br />147 <br />1Y2 PC200 PVC <br />P.S. SERVICE STUB, <br />PLUGGED (TYP.) <br />1Y2" CHECK VALVE (TYP.) <br />1X2" BALL VALVE AN(3 POOL <br />BOX (TYP.) \ <br />cvNC a\ T n� \L <br />GARDEN ! —_ <br />_ 19 +00 <br />f <br />1" TYPE K COPPER WATER <br />SERVICE W/ CORPORATION <br />STOP, COPPER TUBING, CURB <br />STOP AND SERVICE BOX. <br />(TYP. ALL SERVICES) (EXACT <br />LOCATION TO BE SET IN FIELD <br />BY ENGINEER.) <br />T <br />= 1Y2" PC200 PVC <br />— PRESSURE SEWEf <br />k � <br />SSE #443 <br />` u= 18i.7 <br />HYDRANT W/ <br />6" G.V. & BOX, <br />6" D.I.C.L. PIPE <br />AND 8 "x6" D.I.C.L. <br />HYDRANT TEE <br />2 "x 1Y2" /\ <br />KtUUCtK�r <br />5 --7 <br />- V <br />I /9 Ef ` <br />)0 9L- - 15 +0 = <br />CRUSHED CATCH BASIN INLETS <br />STONE 12" <br />S LOPE 6" <br />GEOTEXTI'LE <br />FILTER FABRIC <br />DEWATERING HOSE <br />SUPPORT <br />2 " -3" CRUSHED <br />STONE <br />STONE WALL <br />t 7 �— 8" D.I.C.L. °� <br />WATER MAIN 1 8 GATE <br />$" D.I.C.L: WATER MAIN I VALVE <br />`D <br />100' BUFFER ZONE AN BOX <br />BENCHMARK —TBM 7 <br />SPK 1' UP IN U.P. #81 <br />ELEVATION 178.78 <br />PLAN <br />SCALE: 1"=40' ` <br />/ <br />\\ � ,—. �� <br />DGE OF RESERVOIR i <br />EDGE OF BORDERING VEG. WETLAND (B.V.W.) <br />EDGE OF RESERVOIR <br />#3 REBAR ANCHOR 48" MIN. FENCE POST <br />(2 /BALE) (2 "x 2" 6' 0. C.) <br />DOUBLE BALED AT 36" MIN. FENCE POST <br />(2 "x 2", 2 PER BALE) <br />J-1 NAY BALES <br />(TYP.) <br />PAVEMENT HOLES TO BE FILLED WITH <br />BITUMINOUS CRACK FILLER AND SAND <br />SUBSEQUENT TO HAY BALE REMOVAL <br />PAVEMENT SILTATION BARRIER <br />N. T. S. <br />FILTER FABRIC - <br />WIRE MESH — <br />%" —Y2" CRUSHED <br />STONE <br />4 <br />i X ' \ <br />r \ ! I I DEL_ <br />u <br />0 i _._��� P -8/ <br />- <br />3 +00 <br />14 -+-00 3 +00 <br />HSI 4459 <br />S,!LL —S1B G4 <br />12 "MII <br />EMBED FILTER CLO TH <br />INTO GROUND <br />(MIN. 6") <br />SILTATION BARRIER <br />N.T.S. <br />i m <br />1 1Y" PC200 PVC P.S. <br />SERVICE STUB, �? <br />PLUGGED (TYP.) i \. <br />1Y2" CHECK \' <br />VAL /E (TYP.) \ <br />1t 1X2 BALL VALVE ` <br />ANC BOX (TYP.) \ <br />I 2" FIC200 PVC <br />PRESSURE SEWER \ <br />_ T <br />14 +00! O0 - <br />-LE( <br />5: <br />1 +C)0 — P. X 10 1 00 i ��6a' Ikn4a>� <br />HYDRANT W/ <br />6" G.V. & BOX, <br />6" D.I.C.L. PIPE <br />AND 8 "x6" D.I.C.L. <br />HYDRANT TEE <br />2" PC200 PVC PRESSURE <br />22 +00 SEWER <br />l 9 00 S TONE WAt;_ <br />- _ <br />Ljj <br />+00 SI N_ <br />L <br />6 +00 <br />1 <br />/—HAYBALES <br />DEWATERING BASIN <br />N.T.S. <br />TOWN OF LEXINGTON, MASSACHUSETTS <br />5 � G1 r <br />ENGINEERING DIVISION <br />SEWER & WATER MAIN CONSTRUCTION <br />.,: 3NCEN <br />TuT <br />;, 4 LINCOLN STREET <br />t9//�� S B tt fL 1 STA. 9 +13 TO STA. 20+19 <br />T <br />TUTELA ENGINEERING - ASSOCIATES, INC. <br />ENGINEERS* PLANNERS -ARCHITECTS <br />WILMINGTON, MA PROVIDENCE, RI <br />1 9/14/01 JR AS BUILT WJM <br />DESIGNED BY JMI SCALE A J'� DATE BRUARY, 2001 <br />. <br />N0. DRAWN BY WRM /JMI <br />DATE BY DESCRIPTION APPD APPROVED <br />REVISIONS CHECKED WJM JOB No 37 SHEET 4 OF 7 SHEETS <br />L ou <br />000 <br />NOW <br />HYDRANT W/ <br />6" G.V. & BOX, <br />6" D.I.C.L. PIPE <br />AND 8 "x6" D.I.C.L. <br />HYDRANT TEE <br />2" PC200 PVC PRESSURE <br />22 +00 SEWER <br />l 9 00 S TONE WAt;_ <br />- _ <br />Ljj <br />+00 SI N_ <br />L <br />6 +00 <br />1 <br />/—HAYBALES <br />DEWATERING BASIN <br />N.T.S. <br />TOWN OF LEXINGTON, MASSACHUSETTS <br />5 � G1 r <br />ENGINEERING DIVISION <br />SEWER & WATER MAIN CONSTRUCTION <br />.,: 3NCEN <br />TuT <br />;, 4 LINCOLN STREET <br />t9//�� S B tt fL 1 STA. 9 +13 TO STA. 20+19 <br />T <br />TUTELA ENGINEERING - ASSOCIATES, INC. <br />ENGINEERS* PLANNERS -ARCHITECTS <br />WILMINGTON, MA PROVIDENCE, RI <br />1 9/14/01 JR AS BUILT WJM <br />DESIGNED BY JMI SCALE A J'� DATE BRUARY, 2001 <br />. <br />N0. DRAWN BY WRM /JMI <br />DATE BY DESCRIPTION APPD APPROVED <br />REVISIONS CHECKED WJM JOB No 37 SHEET 4 OF 7 SHEETS <br />