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Home My WebLink AboutRD-243-3I I I 4J 4 EXISTING SURVEY MARKER APPROXIMATE RIGHT -OF -WAY 0 APPROXIMATE PROPERTY LINE I EXISTING EDGE OF PAVEMENT I EXISTING GRAIN LINE Q) NIF N R1310,, CRYSTAL A. I 118 REVERE STREET I MAP /PARCEL: 641100 II I EXISTING SEWER MAIN z / I - WI o INSTALL GABION BANK STABILIZATION (SEE DETAILS) INSTALL 3' WIDE CONCRETE + WALKWAY FOR PRIVATE HOMEOWNER W_ I a' W1 t� NIF CHIN, MARK F.� I N 120 REVERE STREET iI MAP /PARCEL: 641101 -, J 1' 60 METAL PIPE INV G1= 210.74 I INV GUT =209.52 aqj PROPOSED RIPRAP PAD OUTLET PROTECTION o I. z T� I —211- 1 I SEE LANDSCAPE RESTORATION DETAIL (SHEET D -2) PROPOSED DEEP SUMP CATCH BASIN o° RIM =MATCH SURROUNDING PAVEMENT L - 21F I ^ INVERT IN= MATCH IN FIELD I INVERT IN= 210.20 INVERT OUT= 210.10 I \ HEADWALL OUTFALL INVER 210.00 I4 PROPOSED WATER MAIN GATE VALVE (TYP.) APPROX ROW Q Q °T QQ P WF -B1 i t I PAR / / II / WF -p 10 122R R MAP/YAR /1 011 WF- 91 ! 1 o I i 1 I'kllfl�I i ! ! I I 7BB IGB'� I I I, � 1411 I`� +ICI I Its ��1� \�I� ��'� ✓FIE � ry I h _— 12" Dl W f-- 1212 RC'P . REVERE STRE °ET Po SAC SEWER_ _� 2Z11, (PUBLIC - 45' WIDTH) PROPOSED SEWER DROP MANHOLE -6" C'I W (ABANDONED I SEE SHEET SS -1 FOR DETAILS - INSTALL 8" PVC SEWER -' MAIN WITHIN STEEL CASING ; SEE SHEET SS -1 PROPOSED DEEP SUMP CATCH BASIN o RIM =MATCH SURROUNDING PAVEMENT INVERT OUT= 210.40 I I I ` 19 REVERE NIF TREET RUST PROPOSED WOOD POST V 119 REVERE STREET o FENCE (TYP.) MAP /PARCEL.• 641146 m Y r INSTALL CEMENTED STONE MASONRY WINGWALIL SAND HEADWALL I INSTALL COMPACTED SOIL LIFT BANK STABILIZATION ALONG ALL AREAS OF NEW STREAMBANK (SEE DETAILS) HIV WF \ kr NIF I TROPEANO PE7ER & JEAN N01 REVERE STREET MAP /PARCEL: 641145 0. I Q,I I I / Af lKH ASIT RE STREET / Q� CEL: 6411028 F / INSTALL TEMPORARY EROSION CONTROLS (SEE DETAILS) p J PROPOSED GUARDRAIL ALONG to DOWNSTREAM HEADWALL Li KENEDY, JOSEPH C. Q m 122 REVERE STREET o MAP /PARCEL: 641102A INSTALL 12" DUCTILE IRON WATER MAIN WITHIN STEEL CASING SEE CROSS SECTION 3 -3 INSTALL PRECAST CONCRETE 8'X6' BOX CUL VE, T T"N RELOCATE EXISTING WATER SERVICE CONNECTION TO OUTSIDE PROPOSED GATE VALVES 1 ----I CUT AND CAP ABANDONED 6" Cl WATER MAIN -EACH SIDE WITH RESTRAINTS I �R=2 R -21331 `� - 1 -20011 - - - - - APPROX ROW r\ �b -X f� 1= 20511(0) al 11 j7 $V ti v 2 0 2 e CB-1 R= 210.74 1- 107.74 -7 — 02VICIILE LRON PIAIER MAIN a \ I _ \ j\ 6" CAST IRGN (ABANDONED) s RM211.31 _i 1 _ N — — — 1=206. 1I.J — �' -- — 1 - - -- I7 �2r3 APPR�? OW 7 PAVEMENT JOINT (TYP.) I 2>3_ APPROX LOCATION OF / EXIS77NG 8" AC SEWER MALI CLASS 2400 a7 APPROX. TOP OF PIPE 7ry� ELEVATION = 202.00 I l / I / PROPOSED PERMANENT DRAINAGE EASEMENT (SEE EASEMENT PLAN BY OTHERS) I, I I �� —A5 I T I f{ 6 WF-A1 / RESTORE /REGRADE AND LOAM /SEED ALL DISTURBED AREAS OUTSIDE OF Imo" NEW STREAMBANKS PER TYPICAL SLOPE SURFACE TREATMENT DETAIL NIF �'A� OUILET OF DMH 120! / c D T7\ TT ONi✓ ___ ll ti 0 1 0 0 II D1AH l R= 210.90 1 =207.6o(a) 1= 20570(b) 1 =207. 10(c) - R= 210.94 1= 207.44(0) 12 "0IW 1=20754(b) � ( CB = 211.16 1=208.46 o,� 212 — � 213�I ✓ Zt2 GU71 CHUANG, CHID-KullNG 121 REVERE STREET c�Q / / MAP /PARCEL: 641144 �� r 1 O Vrl p' Q` Q -t7 r i REVERE STREET PROPOSED CUL SCALE 1" — 20' rv�A� Y� VEi \ ■ REPLACEMEN ■ ! ! SBDH LEGEND: APPROX ROW EXISTING SURVEY MARKER APPROXIMATE RIGHT -OF -WAY —Q APPROXIMATE PROPERTY LINE EOP EXISTING EDGE OF PAVEMENT —D— EXISTING GRAIN LINE Wb PROPOSED DRAIN LINE N PROPOSED CULVERT - - - --- EXISTING WATER MAIN -W- --n- PROPOSED WATER MAIN ---- - - - - -- EXISTING SEWER MAIN - -- PROPOSED SEWER MAIN EROSION CONTROLS - - -- UNIT OF WORK ll 20 10 0 20 40 Scale I" = 20' P.E. STAMP GENERAL NOTES 1. DRAWINGS BASED ON TOPOGRAPHIC SURVEY CONDUCTED IN SEPTEMBER 2013 BY GCG ASSOCIATES, INC. ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). 2. STREET LINES AND PROPERTY LINES ARE BASED ON SURVEY CONDUCTED IN SEPTEMBER 2013 BY GCG ASSOCIATES, INC. 3. WETLAND DELINEATION PERFORMED ON MARCH 27, 2013 BY COMPREHENSIVE ENVIRONMENTAL, INC. 4. ROADWAYS AND DRAINAGE STRUCTURE LOCATIONS DEPICTED ON THIS MAP ARE APPROXIMATE AND MUST BE VERIFIED BY THE CONTRACTOR. THE LOCATION AND DEPTH OF DRAINAGE PIPES SHOWN ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 5. UTILITY LOCATIONS DEPICTED ON THIS MAP ARE APPROXIMATE AND MUST BE VERIFIED BY THE CONTRACTOR. THE LOCATION AND DEPTH OF WATER & SEWER PIPES SHOWN ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 6. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION TO PREVENT ANY DAMAGE TO ADJACENT PROPERTIES. ALL AREAS WHICH ARE AFFECTED BY THE CONTRACTOR'S OPERATIONS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION OR BETTER, AT NO ADDITIONAL COST TO THE OWNER. 7. ANY CHANGE IN FIELD CONDITIONS SHALL BE REPORTED TO THE ENGINEER TO INSURE THAT ANY MODIFICATIONS TO THE ORIGINAL DESIGN ARE PROPER AND ADEQUATE TO SERVE THE PROJECT'S NEEDS AND COMPLY WITH THE APPLICABLE STANDARDS AND REGULATIONS. 8. CONTRACTOR SHALL IMMEDIATELY REPAIR OR FILL ANY POTHOLES THAT OCCUR DUE TO CONSTRUCTION. No. I Revision /Issue I Date COMPREHENSIVE ENVIRONMENTAL INCORPORATED 225 CEDAR HILL ST. MARLBOROUGH, MA 01752 REVERE STREET N. LEXINGTON 13ROOK CULVERT REPLACEMENT PROPOSED CONDITIONS PLAN VIEW Town of Lexington, MA i Project No.: 228 -4 Sheet Date: FEBRUARY 2015 Drawn By: SCS Checked By: MLL ..J Scale: 1" = 20' �� . �I'' s` L. 11✓�.0 '��1 I U�243 11�\ EXISTING SURVEY MARKER EXISTING S' CONTOUR - -169- - EXISTING P CONTOUR - -170- - PROPOSED 5' CONTOUR -169- - PROPOSED 1' CONTOUR Wb EXISTING UTILITY POLE N EXISTING SIGN < 12' EXISTING TREE W%TRUNK DIAMETER X67 -A/ EXISTING WET-AND FLAG -- . —»�- -m COFFER DAM ..T`4.Y'3�i°•9 SHEET PILES JERSEY BARRIER - - -- APPROX. PROPERTY LINE EASEMENT 20 10 0 20 40 Scale I" = 20' P.E. STAMP GENERAL NOTES 1. DRAWINGS BASED ON TOPOGRAPHIC SURVEY CONDUCTED IN SEPTEMBER 2013 BY GCG ASSOCIATES, INC. ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). 2. STREET LINES AND PROPERTY LINES ARE BASED ON SURVEY CONDUCTED IN SEPTEMBER 2013 BY GCG ASSOCIATES, INC. 3. WETLAND DELINEATION PERFORMED ON MARCH 27, 2013 BY COMPREHENSIVE ENVIRONMENTAL, INC. 4. ROADWAYS AND DRAINAGE STRUCTURE LOCATIONS DEPICTED ON THIS MAP ARE APPROXIMATE AND MUST BE VERIFIED BY THE CONTRACTOR. THE LOCATION AND DEPTH OF DRAINAGE PIPES SHOWN ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 5. UTILITY LOCATIONS DEPICTED ON THIS MAP ARE APPROXIMATE AND MUST BE VERIFIED BY THE CONTRACTOR. THE LOCATION AND DEPTH OF WATER & SEWER PIPES SHOWN ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 6. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION TO PREVENT ANY DAMAGE TO ADJACENT PROPERTIES. ALL AREAS WHICH ARE AFFECTED BY THE CONTRACTOR'S OPERATIONS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION OR BETTER, AT NO ADDITIONAL COST TO THE OWNER. 7. ANY CHANGE IN FIELD CONDITIONS SHALL BE REPORTED TO THE ENGINEER TO INSURE THAT ANY MODIFICATIONS TO THE ORIGINAL DESIGN ARE PROPER AND ADEQUATE TO SERVE THE PROJECT'S NEEDS AND COMPLY WITH THE APPLICABLE STANDARDS AND REGULATIONS. 8. CONTRACTOR SHALL IMMEDIATELY REPAIR OR FILL ANY POTHOLES THAT OCCUR DUE TO CONSTRUCTION. No. I Revision /Issue I Date COMPREHENSIVE ENVIRONMENTAL INCORPORATED 225 CEDAR HILL ST. MARLBOROUGH, MA 01752 REVERE STREET N. LEXINGTON 13ROOK CULVERT REPLACEMENT PROPOSED CONDITIONS PLAN VIEW Town of Lexington, MA i Project No.: 228 -4 Sheet Date: FEBRUARY 2015 Drawn By: SCS Checked By: MLL ..J Scale: 1" = 20' �� . �I'' s` L. 11✓�.0 '��1 I U�243