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64-521 - LAFAYETTE STREET (RAYMOND RD. TO MARBLEHEAD LINE) - CONSERVATION COMMISSION DEP 64- 1574 Plans LEGEND I ------ --�� s AS GAS CURB o WAG.cis toArtM RAYMOND ROAD �. - cwtm sTEEi w CONE. m SEWER NANHO E p ® IELERlwrc CAT" - GtiREDL a —.—.—.—.— GIs UNE i \ N \ a I � W �\ir a SAMHAMM4 �_ •\:uWr \ �UNOI� �f9�ami z9 0 �`�ExEAD 1 �3 \•\ r FOREST RIVER gg ✓+ R, S � cn o FOREST \ y ' \\\ � RNER THE As-BUILT NFORMAnON SNO'MI HERTEDN \ \. _ IS %HE RESULT OE AN ON THE GROUND ^. lyL/IS SURKY CONDUCTED CN NOVSAIIER 24 AND ETER 7. 2015. .a.�uFD: . 1AN x \ / �\ WIf1F6. .B M OIMZ: MI PRI w nNOTHrd eooAH.TasL 5C o so' Toon *xa �.� SCALE IN FEET aT i nationalgrid PROPOSED 8-INCH PLASTIC MAIN INSTALLATION IN LAFAYETTE STREET SALEM & MARBLEHEAD , MASSACHUSETTS OCTOBER 31 , 2011 ^ ,a DRAWING INDEX DRAWING NUMBER DRAWING TITLE 15-646.03 G-001 COVER SHEET & INDEX := i�`:" `�.` sit 15-646.03—G-002 LEGEND & NOTES ' 15-646.03—M-001 TIE—IN DETAILS 15-646.03—C-001 LAFAYETTE ST. ,ALIGNMENT 15-646.03—C-002 LAFAYETTE ST. ,ALIGNMENT , 15-646.03—S-001 BRIDGE ATTACHMENT 1 •d. 4« Ma � v LOCUS PLAN N .T. S . ��1 Ull� t„ L RFNCE �RW N RE NATIONAL GRID SERVICE COMPANY USA APPROVED BY DRAW0. D DRAINING NTITLE DRAWINGGNO. TITLE N0. DATE REMARKS REV. CKD. COR. APP. , G 0/31/11 ISSUED FOR PERMITTING SZM SAB JEOC O _FR BOSTON GAS COMPANY l/cCOVER SHEET 8c INDEX - -- . . ED _/� N ToN o nationalgrid SALEM & M A R B L E H E A D MA \AION I, (JJl) SEI, I(l l;OMPA,\l C _IIGIIIEERS .4f IG S.IEIITI�TS GAS ENGINEERING DEPARTMENT 4MRD. WALTHATHAM,MA 02051 ESSEX COUNTY , MASSACHUSETTS M 15 - 646 . 03 - G - 0011 File No.: 15-646.03.dwg CITY OF SALEM & TOWN OF MARBLEHEAD ESSEX COUNTY, MASSACHUSETTS LEGEND ABBREVIATIONS PROPOSED GAS LINE 70e00 ABD, ABANDON BASELINE - - -- '-' 0" - - APPROX. APPROXIMATE GENERAL NOTES CONSTRUCTION NOTES BND. BOUND 1. SITE DETAIL SHOWN HEREON IS BASED UPON TOPOGRAPIC DETAIL SURVEY 1.THE PROPOSED PIPE IS 8-INCH PLASTIC AND WILL BE SUPPLIED TO CONTRACTOR BY PROPERTY LINE - - — - - — BIT. CONC. BITUMINOUS CONCRETE CONDUCTED BY COLER&COLANTONIO, INC. IN JUNE 2011. NATIONAL GRID. EASEMENT LINE - — — — - Q BASELINE 2. THE LAFAYETTE STREET RIGHTS-OF-WAY SHOWN HEREON ARE BASED ON 2.ALL CONSTRUCTION WITHIN ESSEX COUNTY R.O.W. MUST CONFORM TO FEDERAL BLDG. BUILDING MASSACHUSETTS DEPARTMENT OF TRANSPORTATION RECORD PLANS AND DO NOT SPECIFICATIONS, PART 192 IN TITLE 49 CFR AND APPLICABLE, STATE AND LOCAL EDGE OF PAVEMENT B.O. BY OTHERS REPRESENT A PROPERTY LINE RETRACEMENT SURVEY EFFORT, REGULATIONS. RAILROAD B.W. BOTTOM OF WALL 3. LOCATION OF ANY IDENTIFIED UNDERGROUND UTILITIES IS APPROXIMATE ONLY,AND 3.ALL CONSTRUCTION SIGNING, DRUMS, BARRICADES AND OTHER DEVICES SHALL BWLL BROKEN WHITE LANE LINE IS NOT WARRANTED TO BE CORRECT.ADDITIONAL UTILITIES MAY EXIST WHICH ARE NOT CONFORM WITH PART VI OF THE 2003 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES LIMIT OF WORK - - CTB CATCH BASIN INDICATED ON THESE PLANS.ALL EXISTING UTILITIES SHALL BE VERIFIED BY THE (M.U.TC.D.) REVISION 3 AND AS AMENDED. CONTRACTOR FOR SERVICE, SIZE, INVERT ELEVATIONS, LOCATION, ETC. CONTRACTOR CONTOUR _ - _ C.B.C.I. CATCH BASIN WITH CURB INLET MUST NOTIFY DIG-SAFE MASSACHUSETTS 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO 4. ALL VEHICLES ARE TO BE HIGHLY VISIBLE USING ROTATING BEACONS AND BE MARKED BY FENCE - CEM. CEMENT ANY CONSTRUCTION. USE OF TRAFFIC CONES. GUARDRAIL C.I. CURB INLET 4. THE PLAN SET IS REFERENCED TO THE MASSACHUSETTS MAINLAND ZONE 2003, 5. NATIONAL GRID SHALL NOTIFY EACH ABUTTER AT LEAST 48 HOURS IN ADVANCE OF THE - � - � --- - - - CENTERLINE NAD83 HORIZONTAL COORDINATE SYSTEM. ELEVATIONS ARE BASED ON NGVD 1988, US START OF ANY WORK THAT WILL REQUIRE THE TEMPORARY OBSTRUCTION OF ACCESS. OVERHEAD WIRES -- ;,,.; CONST. CENTERLINE OF CONSTRUCTION SURVEY FEET AND REFERENCED TO TEMPORARY BENCHMARKS AS SHOWN ON THE PLAN. 6. CONTRACTOR SHALL MAINTAIN 1-FOOT MINIMUM CLEARANCE BETWEEN PROPOSED DRAIN LINE __ CLDI CEMENT LINED DUCTILE IRON PIPE PIPELINES AND OTHER UTILITIES. CONC. CONCRETE 5. THE LOCUS LIES IN FIRM ZONE"C", DESCRIBED ON COMMUNITY PANEL NUMBER, SEWER LINE CONST. CONSTRUCTION) PREPARED BY F.E.M.A.: 2500910003B, MAP REVISED JULY 3, 1985. 7. CONTRACTOR SHALL SUPPLY TEMPORARY ROAD SIGNS AS NECESSARY. WATER LINE D DRAIN 6. THE PURPOSE OF THIS PLAN SET IS TO IDENTIFY TO THE APPROPRIATE PERMITTING 8.ALL TRENCH EXCAVATION PROTECTION SYSTEMS SHALL BE IN COMPLIANCE WITH OSHA DMH DRAINAGE MANHOLE AGENCY THE PROPOSED LOCATION FOR A GAS MAIN AND ITS LOCATION RELATIVE TO SPECIFICATIONS. GAS LINE _. -_..___ r- ..._ EXISTING UTILITIES WITHIN THE LIMITS OF A ROAD RIGHT-OF-WAY, INCLUDING DWY DRIVEWAY ELEVATION INFORMATION WHERE OBTAINABLE. 9. NO TREES WITHIN THE COUNTY ROW ARE TO BE REMOVED WITHOUT PRIOR PERMISSION ELECTRICAL LINE _. E -- DYCL DOUBLE YELLOW CENTERLINE FROM THE PERMIT ENGINEER. TELEPHONE LINE E ELECTRIC CONCRETE BOUND p ELEV. (OR EL) ELEVATION IRON PIN 0 EOP EDGE OF PAVEMENT EXIST. (OR EX.) EXISTING UTILITY MANHOLE OO OO OO �J GG GAS GATE UTILITY HANDHOLE ]O GRAN. GRANITE REFERENCE DRAWINGS CATCH BASIN QD GRV GRAVEL HDPE HIGH DENSITY POLYETHYLENE PIPE 1. PLAN ENTITLED "PLAN OF LAFAYETTE STREET AND A PORTION OF PLEASANT STREET FROM SALEM LINE TO BEYOND HUMPHREY STREET IN THE TOWN OF MARBLEHEAD", UTILITY POLE HMA HOT MIX ASPHALT SCALE 1"=40', DATED JULY, 1937, PREPARED BY THE COUNTY OF ESSEX, LIGHT POST HOR. HORIZONTAL MASSACHUSETTS. GUY ANCHOR -0 HYD. HYDRANTwv 2. PLAN ENTITLED"CARNA ROAD LAYOUT PLAN", SCALE 1"=401, DATED FEBRUARY 6, WATER GATE m 'Z31934,LENGTH OF CURVE/LEFT 1934, PREPARED BY THE TOWN OF MARBLEHEAD. cv L.P. LIGHT POLE GAS GATE N MB MAIL BOX 3. PLAN ENTITLED "HARBOR VIEW PARK SALE M, MASS", SCALE 1"=40', DATED JANUARY, HYDRANT gy MH MANHOLE 1939, PREPARED BY THE TOWN OF SALEM. MAIL BOXNTS o°' NOT TO SCALE 4. NATIONAL GRID GAS MAIN LAYOUT, MAP MAR-1-11791, REPRINTED MAY 13, 2011. TRAFFIC SIGN PAVT. PAVEMENT 5. NATIONAL GRID GAS MAIN LAYOUT, MAP MAR-11702, MAR-J1701 AND MAR-H1781, REPRINTED APRIL 29, 2011. P.C. POINT OF CURVATURE TRAFFIC SIGNAL P.C.C. POINT OF COMPOUND CURVATURE 6. VERIZON TELEPHONE RECORD LAYOUT, SALEM CONDUIT 43, LAFAYETTE STREET � GATE POST/BOLLARID PGL PROFILE GRADE LINE FROM MANHOLE 7106 TO MARBLEHEAD LINE., DATED NOVEMBER 1966. �- TREE acs",'' P.I. POINT OF INTERSECTION 7.VERIZON TELEPHONE RECORD LAYOUT, MARBLEHEAD CONDUIT 10, LAFAYETTE PM PARKING METER STREET FROM MANHOLE 7116 TO MANHOLE 7121, DATED AUGUST 1970. EXISTING STRUCTURE P.R.C. POINT OF REVERSE CURVATURE cv PROP. PROPOSED PROPOSED GAS VALVE p4 P.T. POINT OF TANGENCY SPOT GRADE R RADIUS OF CURVATURE/RIGHT PARKING METER PM RCP REINFORCED CONCRETE PIPE RD. ROAD CALL BOX REM. REMOVE RET. RETAIN RET.WALL RETAINING WALL RMDL REMODEL R.O.W. RIGHT-OF-WAY R&R REMOVE AND RESET R&S REMOVE AND STACK S.B. STONE BOUND SMH SEWER MANHOLE ST. STREET STA. STATION S.W. SIDEWALK SWEL SOLID WHITE EDGE LINE SWLL SOLID WHITE LANE LINE SYCL SINGLE YELLOW CENTERLINE T TANGENT/TRUCK PERCENTAGE TAN. TANGENT DISTANCE OF CURVE TEMP. TEMPORARY TMH TELEPHONE MANHOLE TSP TRAFFIC SIGNAL POLE T.W. TOP OF WALL TYR TYPICAL UTP UTILITY POLE VERT. VERTICAL WV WATER VALVE W.M. WATER METERIWATER MAIN WSO WATER SHUT OFF GSO GAS SHUT OFF ADJ. ADJUST L.F. LINEAR FEET MP MARKER POST GRAPHIC SCALE 20 10 0 20 40 60 FEET REFERENCE DRAWINGS EMVISIONS NATIONAL GRID SERVICE COMPANY DRAWING N0. TITLE DRAWING NO. TITLE NO. DATE REMARKS REV. CKD. COR. APP. , USA APPROVED BY 0 10/31/11 ISSUED FOR PERMITTING SZM SAB JED BOSTON GAS COMPANY C O L_E R & d/b/° LAFAYETTE STREET LEGEND & NOTES DATE. 7/25 MANAGER CO L_A N TION 10 nationalgrid SALEM & MARBLEHEAD MA NATIONAL GRID SERVICE COWAAY LSA GAS ENGINEERING 02451 DEPARTMENT ESSEX COUNTY MASSACHUSETTS no svwG EP wATHAMMAOZ45'D. 15 - 646 03 - G - 002 File No.: 15-646.03.dwg CITY OF SALEM & TOWN OF MARBLEHEAD ESSEX COUNTY, MASSACHUSETTS \ O� II SALEM ` 6" - 4" REDUCER EXISTING 4" CI 1998 \ MARBLEHEAD EXISTING 6" STEEL 60# GAS MAIN 1933 EXISTING 6 VALVE PROPOSED 8" SPHERICAL TEE 8" - 6" REDUCER PROPOSED 8"VALVE \ PROPOSED 8"VALVE i PLASTIC/STEEL TRANSITIO \ STEEL/PLASTIC TRANSITION PROPOSED 8" STUB EXISTING 8" PLASTIC 60# GAS MAIN 19!98 I I \ PROPOSED 8" PLASTIC 60# GAS MAIN PROPOSED 8" PLASTIC 60# GAS MAIN II \ TS \ TS LAFAYETTE ST. \ 2 WIRE TEST STATION 2 WIRE TEST STATION II ` 17LB ANODE PP.) \ 17LB ANODE (TYP.) EXISTING 8"VALVE \ EXISTING EXISTING 8" PLASTIC 60# GAS MAIN II II \ \ PROPOSED SCHEMATIC CONNEC I ION DETAIL NOT TO SCALE I REFERENCE DRAWINGS REVISIONS Doig'/E `'' " ` "1P`"'P° `" NATIONAL GRID SERVICE COMPANY , USA APPROVED BY DRAWING NO. TITLE DRAWING NO. TITLE NO. DATE REMARKS REV. CKD. COR. APP. 0 10/31/11 ISSUED FOR PERMITTING SZM SAB JEG BOSTON GAS COMPANY Co � R d/ TIE — IN L A F A Y E T T E S T . TIE — I N DETAIL S Dare resni MaNacERnoNio nationalgrid SALEM & MARBLEHEAD , MA NATIONAL GRID SERVICE COMPANY, USA ENGINEERS AND SCIENTISTS GAS ENGINEERING DEPARTMENT ° RD. WALTHAM,MA 4 5, ESSEX COUNTY , MASSACHUSETTS - 646 . 03 - M - 001 File No.: 15-646.03.dwg 15 CITY OF SALEM & TOWN OF MARBLEHEAD ESSEX COUNTY, MASSACHUSETTS TREE STUMPS \ \4 `�� \ 3'x2'GRANITE BLOCK WALL v9e vv�ti GRASS �P . /' / \\\ � G \ � •..~��q� ° ° —SALEM HARBOR MUD FLATS GRANITE BREAKWATER G. c \#9/12 / QPM /�/ \ r 4 ° ° ° 4 ° Qd % l G i _'' _ _ / CIO, '51 �' Lu G e pYC4 — i J 00� OON� SIDEWALK -� :� .-..-_ .—.._ _ —.-.- uj (� Lu / PrP ` - - _ _ - - _ O � w � — GRASS STRIP _ // -wry - - - - - - // / \ 6• `\\\ G ---- — G — G 4"GAS — — — — — —G G __-- c — —_._ e o DYCL_ — w f P 201�p5 GRASS G G \ D1 CL — E w DYCL, —"'�` / -4/b G AA E W ---- _ �J E E E E NATE-ECYy BIKE _..- ----'--_- SMH c w w LAFAYETTE STREET (STATE ROUTE 114) w w w p 00 QP w PUBLIC -- 60 FEET WIDE w SWEL S\O O / / / SWEL w 6"W TER w SMH G !`P _ _ �y c Up #126153 BIT. n — c c oRw_ G d BIT. p NC SIDEWAL — G G rvav oNw _ l� DWY m D v / I see (/ � �e . K n� - _-_. G Nw n- na =_ �J AmITE CURB ____ ,.__ -_ - _ - _ �1 Lu - PROPOSED 8 PLASTIC GAS - -- - - - -L --- - GR I _ _ - AL h ........_- ,I ° il`�t / H DGEROW Up 2'CONI .R —_. UP — 2' CONC. RE W O ;ti MAIN TIES INTO EXISTING 8 STEEL // �` BRICK 4'STONE � 1 a STONE UP " GRASS!1 C0 #124 #124/4051 RET.WALL STONE RET.WALL #4052 `� BIT. n n1 - � � /4050 STEPS r Ij DWY GAS MAIN. PIPE CONNECTION Q // GRASS STEPS GRASS /9/125 GRASS STC GAS M E N CONFORMANCE // TI GAS MAIN " P� T B I CO �, PLASTIC 0 PROPOSED S 8 _ \ GRAPHIC SCALE I SED — / � � O POSED WITH NATIONAL GRID STANDARDS ' 20 10 0 20 40 60 FEET I pR SALEM HARBOR MUD FLATS FOREST RIVER MUD FLATS GRANT------ a\�22 3'X2'GRANITEBLOCK WALL FOR BRIDGE p �o DETAIL SEE A � 15-646.03-S-001 PLASTIC/STEEL 100, ?� o WOODS TRANSITIONUH 4 4 4 4 d - - _ .. 1- -- -- --- -- - - - - CONC.WALL W/ y CHAIN LNK FNC. PROPOSED 8" GAS STEEUPLASTIC _ - - - ----�—�� s -__ 100' o = - - ` :.� - - - - - r - - CHAT - - _ - -_= - _. - ..— — — — ` - - _-_-_— GRASS STRIP �O, �o < w 6'WATER w ` N LINK F� U .-.-. = T _- _- _- T _- - _ - - - - - = EOP- _--___ _ - -F G F - E E -- ENCS Z o _ _ Z T - --- T O - - - - .- - - - -. - - - i - - -.r - - - - -_.-_ _ -_ _..--__ -�_.__ ..._ T .-.. - - ,,.-� - - _ O 19 -- - z = - T - - - - - - T - - - T - - - - - - - - - - - - - - - - - - - - - - - - - - / B ` -- 0 = __- GAZE Ln __ =T—EL - - T - - - - - - - - - - - - - - - - - - - -- - - - _ _ r _ _ _ _ - - - - - T r - - -T- - T ABAND. ELECTRIC CCB _�_ \� . Q�� m w - r- r`- GRVL L�� cn _ ARMORED CABLE \ - © �l \� I h \ rs 3 3 3 E ABAND. ELECTRIC ARMORED ABLE (LOCATI6N UNKNOWN} E o \ (LOCATION UNKNOWN) - c _ _ /I a -------- 3 V DYCL_ NW/J -- -----_ ------_---_-..-:----.- DYCL \ BRIDGE DYCL �Q a �O 6 WEER -.. . __ ---..— .-_..-. -- ` DYCL O G w w w w w w w n DYCL ��' LAFAYETTE STRE (STATE ROUTE 114) - — - -- WOODS DYCL � Qom' W SMH �c G c c PUBLIC - 6 EET WIDE �\ � \ \� _G_ _ G G G G G G --------- G � � w -'_-'�-- •- - 5 - -� _ �_�-- - _ � _ _ - _��'� - � : 12"SEWER � � -._—� - 1.-.— - URB EL J QHW G \ 9/129 oHw -� O CB IiW r 011WOHW � GHW - _ _-- O �i - #4872 oHw oHw - - - oiiw R UP#2463 oww STONE - \ fi OSSWAL IL RET WALL F /RET WALL \ GRASS - - - _ \ w a oNw ti CR LINE II� v7 / \ G SS w —� BIT. STONE _ ,- \ _ _ c a \\ \ WO %" STOP w/ \ DWY RET WALL —C@fd@.�PoAiL W/� - _ SCO - �\ c u, w < GRASS a CHAIN LNK FNC. T ~ a \\ Nw Q L GRASS FLOOD GATE AREA� - NC' z I1 0 m f_ I OT LOCATE ) " i o \ ci I ALK ' v AV� AQP GWS a I LL" QP o C m CONI - �11 � \ PROPOSED 8" PLASTIC GAS MAIN I \ s \ GO � O� Q II I PROPOSED 8" PLASTIC GAS MAIN LU \KFN c. cRq, G �� S ��. G I I GRAPHIC SCALE � ( I is 20 10 0 20 40 60 FEET w \otih' REFERENCE DRAWINGS REVISIONS P,p' ddr, NATIONAL GRID SERVICE COMPANY , USA APPROVED BY DRAWING NO. TITLE DRAWING NO. TITLE NO. DATE REMARKS REV. CKD. COR. APR BOSTON GAS COMPANY • 0 10/31/11 ISSUED FOR PERMITTING SZM SAB JED C O L E R & , d/b/° LA F A Y E T T E STREET ALIGNMENT DATE. 7,25 MANAGER CO LAN TON 10 = national ri SALEM & M A R B L E H E A D , MA NATIONAL GRID SERVICE CONIPANY, USA E61�IF1EERS APU SC TEN TINS GAS ENGINEERING DEPARTMENT 40 SYLVAN RD. ESSEX COUNTY MASSACHUSETTS wA`THAM,MA 02451 ' 1 5 - 646 . 03 - C - 001 "' File No.: 15-646.03.dw CITY OF SALEM & TOWN OF MARBLEHEAD ESSEX COUNTY, MASSACHUSETTS I ! 1 I1t I SAINT I ANDREWS 1 I1 EPISCOPAL t I CHURCH �e yi' li D a R y SONE CON o m S O I` OD GRASS VI\� S\DS��f m c� B\�' w 00� n wn PLANTER D CONC. - � l GRASS BND. GRASS - - GRASS ` �(FND.) STONE RET.WALL W/CONIC. CAP STONE RET.WALL `- IT - - B GRASS PLANTER DWY STONE RET.WALL D GRY / a o BIT. SIDEWALK — ---- G -- — _ _ BIT SIDEWALK i G c 2 G S ---c.-_ �..- G DMH - AIN- -- -GRASS STRIP - -- --- -- -- - --- - T w - -- - - - - - --- - - - 2' EPHONE- w W w W W W W W w w --- E E E - -.-- - TQ - - - — w . E E - - - - - - - - - - - - - - - - - - - - - - - -- - - - -- -- - -- -- -- -- -- --- - - TMH - - -- - - -- -- - - --- - -- - - - -- - - -- - -- - / / ✓' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - S E E E E E F _-� ABAND. EL CTRIC ARMORED CA�LE�LOCATION UNu�IQW - E E / / DYC a E E E T _ F. E E E E E E G / SS S 5 S ......—_.-5 .-...--___— S .._..._—.___.S --5__..-.-......—S _..--- S \ SMH s - — E - -. :. ---- S 5 5 5 S S S —'S S S S S S S S -- .../ w S H SMH G \ w w w W w w w w w w w o LAFAYETTE STREET (STATE ROUTE 114) ' G .�.a �,.."ONW I PUBLIC -60 FEET WIDE �_ c G G ONw yl CB G\\ G G G G G G G G G G G G G O G G G G G G G G G G G G G G G A D o 1W G ... -- oHW - OHw Nv • Or-4a" BRIDGE SPAN . A m ADJUSTABLE PIPE SUPPORT (TP.) PROPOSED 8" SEE SECTION "B" GAS MAISECTION N B 5/8" DIA THD ROD WT4X10.5X18" LG. POSITION L4X8X1/2 12" LG BRACKET TO 5/8 A325 BOLTS AVOID EXIST #5012 7 • o W5X16 11 0 1/4 1-1/2" VERT SLOTTED HOLE V-4" STD HOLE ELEVATION SECTION VIEW LAFAYETTE STREET NOTES: PARTIAL PLAN 1. THREADED RODS SHALL BE HILTI 5/8" DIA SS RODS IN HVA ADHESIVE, SCALE 1"=5'-0" 7-1/2" EMBEDMENT INTO CONCRETE, MINIMUM EDGE DISTANCE = 6 INCHES. 2. BRACKET (WT AND W) SHALL BE GALVANIZED AFTER ASSEMBLY. LOOSE ANGLE SHALL ALSO BE GALVANIZED. ALL BOLTS SHALL BE GALVANIZED UNLESS OTHERWISE NOTED. •3. BRACKET ON BRIDGE SHOWN. BRACKET ON PARAPET WALL SIMILAR EXCEPT OFFSET BETWEEN TOP OF WT AND L IS 3 INCHES AND NOT 6 INCHES TO ACCOMMODATE PROJECTION OF GRANITE FACE. UTILITY BRACKET/SUPPORT DETAIL 16' 24'-0" 24'-0" 17'-0" (APPRORO X.) ADJUSTABLE PIPE V-4- 9'-10" SUPPORT (TP.) (APPROX.) SEE SECTION "B" CHAIN LINK FENCE ON CONCRETE NALL F7F- wl- PROPOSED 8" f GAS MAIN IF i STRINGER #11 W24x84 STRINGER # 1 W24x84 CONCRETE BRIDGE CROSSING MATERIAL LIST ITEM QU Y TR DESCRICPTION 1 4 EA. W506, STEEL, 18" LONG SOUTH BLOCK 2 4 EA. WT 4x10.5, ABUTME 1'-ah" LONG 3 4 EA. L4"x8"xlX", 12" LONG PIER NORTH ABUTMENT 4 22 EA. fig" 0 BOLTS, ASTM A325 WITH 1 NUT AND 2 STEEL WASHERS EACH 5 12 EA. %" 0 RODS, HILTI, SS, 10" LONG EXISTING 12" DRAIN PIPE 6 4 EA. DOUBLE ADJUSTABLE PIPE ROLLER, LB&A MODEL 3B OR APPROVED EQUIVALENT, WITH NON-CONDUCTIVE ROLLERS AND BLUE COAT HARDWARE. THREADED ROD LENGTH = 34" C/W 14 HEAVY HEX NUTS 7 8 EA. FRP SHIELD, 120', THICK, ELEVATION CLASSMESH OR APPROVED SCALE 1"=5'-0" A MANUFACTURER 8100 FT. PIPE, 8.625" OD x 0.322" WT, API 5L PSL-2 GR. B, WITH 14 MILS FUSION BONDED EPDXY COATING AND 40 MILS POWERCRETE 9 nBENDING INDUCTION BEND, 8.625" OD, 5R, 57 , MINIMUM WALL THICKNESS AFTER 0.322" REFERENCE DRAWINGS REVISIONS Design/Engineering Prepared For: NATIONAL GRID SERVICE COMPANY, USA APPROVED BY DRAWING NO. TM.E DRAWING NO. TITLE NO. DATE REMARKS REV. CKD. COR. APP. 0 10/31/11 ISSUED FOR PERMITTING TRB JED BOSTON GAS COMPANY FOREST RIVER BRIDGE ATTACHMENT DATE MANAGER • COLER & d/b/a • C OLAN TON 10 national rid SALEM & M A R B L E H E A D , MA NATIONAL GRID SERVICE COMPANY, USA ENGINEERS AND SCIENTISTS GAS ENGINEERING DEPARTMENT ESSEX COUNTY M A S S A C H U S E TT S 40 SYLVAN RD. WALTHAM, MA 02451 781-982-5400 101 Aoeord Park Drive File NO.: Bridge attachment.dwg 15 - 646 . 03 - S - 001 Fox:781-982-5490 Nor"ell, MA 02061-1685 i P,tk OF MA p� DAVIDX S $ HARRINGTON m o CIVIL ,9 No.470 e DC7 TE 0 - STAKES Pq�s aNr 2"x 2"x 4' WOOD STAKE OR APPROVED EQUAL (2 PER BALE) O I SILT FENCE MIRAFI 140N OR APPROVED EQUAL 2"x 2"x 3' WOOD STAKE, x 3' REINFORCING BAR BALEID HAY OR APPROVED EQUAL OR STRAW • >: >:• �:• �: FILTER FABRIC z �..r Z a (A w PLAN VIEW > / IL PROTECTED AREA WORK (WETLAND) 2"x2"x3' WOOD STAKE, AREA ; ''%'• CATCH BASIN GRATE 1/2"x3' REINFORCING STEEL / STAKED BALES • OR APPROVED EQUAL I FLOW I. FILTER FABRIC a o I I SET 4" INTO GROUND FLOWFLOW TOP OF GROUND I I NTYi AL 8" IN. 4" EMBEDMENT z I I (MIN.) I 4" EMBEDMENT (MIN.) I i I II ca SECTION VIEW 0 1' (MIN.) I II 8" (MIN.) NOTEZ: W H 1. ENCLOSE STRUCTURE WITH HAYBALES IMMEDIATELY AFTER CATCH BASIN Z p w f— j CONSTRUCTION. MAINTAIN UNTIL PAVING BINDER COURSE IS COMPLETE OR A Q — w PERMANENT STAND OF GRASS HAS BEEN ESTABLISHED. Q_ j C 2. IF GRATE IS AGAINST EXISTING CURB THEN HAYBALES,ARE TO PLACED AROUND O J p = w THREE SIDES OF GRATE ONLY. U Q U Lu 3. WHEN STAKES MUST BE DRIVEN INTO PAVEMENT THE CONTRACTOR SHALL U Z � C/)USE (REINFORCING STEEL STAKES OR DRILL HOLES. Q O~ p U ( 4. GRATE TO PLACED OVER FILTER FABRIC. Z Z wQ LL :_5 2 5. BALES SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM EVENTS - AND REPAIR OR REPLACEMENT SHALL BE PERFORMLD PROMPTLY AS NEEDED. 0 O" w SILT FENCE / HAYBALE BARRIER CATCH BASIN SEDIMENT TRAP 0° Q N.T.S. �N.T S I — i i Z I Q OW = fA Lu J J J O Q Ill w co cy U C/) w Q = Z ZF- � V O ZWo < U < LL < O I U) w � 0O I (D < w w I V A O N m C v O O O y to 3 X 3 1 N Qi s ` * Fw N m 'I N wa c am f� W O w E m ` o c/ O % ~ O W N V/ M O Pd Hw E I LIF 0 E W Q _Lff =W a -ii-I DIV i DATE: 01/05/2012 DRAWN/ UEN SMO CHECK: / SCALE: AS NOTED PROJECT #: 7225 FIGURE i • i