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GROVE STREET - PROPOSED ROADWAY RECONSTRUCTION PROJECT SALEM GROVE STREET IMPROVEMENTS SHEET TOTAL DEPARTMENT OF PLANNING AND STATE FED. AIDPROJ NO. NO. SHEETS MASS. 01 53 CONTRACT NO. 0-20 COMMUNITY DEVELOPMENT TITLE SHEET & INDEX PROPOSED ROADWAY RECONSTRUCTION PROJECT FOR INDEX GROVE STREET SHEET NO. DESCRIPTION IN THE CITY OF 01 ------------------------ TITLE SHEET & INDEX SALEM 02 LEGEND, ABBREVIATIONS & GENERAL NOTES THE MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES DATED 1988, AS AMENDED, THE SUPPLEMENTAL SPECIFICATIONS DATED JUNE 15, 2012, 03 ------------------------ KEY PLAN THE 2012 CONSTRUCTION STANDARD DETAILS, THE 1996 CONSTRUCTION AND TRAFFIC STANDARD ESSEX UNTY DETAILS (AS RELATES TO TRAFFIC STANDARD DETAILS ONLY), THE 2009 MANUAL ON UNIFORM 04-06 ------------------------ TYPICAL SECTIONS TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS WITH MASSACHUSETTS AMENDMENTS, 07-08 CONSTRUCTION PLANS THE 1990 STANDARD DRAWINGS FOR SIGNS AND SUPPORTS, THE 1968 STANDARD DRAWINGS FOR TRAFFIC SIGNALS AND HIGHWAY LIGHTING AND THE LATEST EDITION OF THE AMERICAN STANDARD 09-13 ------------------------ PROFILES FOR NURSERY STOCK, WILL GOVERN. 14-15 ------------------------ CURB TIE AND ALIGNMENT PLANS 16-17 ------------------------ DRAINAGE AND UTILITY PLANS 18 ------------------------ TRAFFIC LEGEND AND ABBREVIATIONS 19-23 ------------------------ SIGN AND PAVEMENT MARKINGS 24 ------------------------ TRAFFIC SIGN SUMMARY SHEET 25-28 ------------------------ TEMPORARY TRAFFIC CONTROL PLANS PEABO 29-30 ----------------------- LANDSCAPE PLANS y s� 31-32 ----------------------- WHEELCHAIR RAMP / DRIVEWAY DETAILS SALEM IQ, 33-34 ----------------------- CONSTRUCTION DETAILS 35-47 ----------------------- CROSS SECTIONS DESIGN DESIGNATION 48 ----------------------- LIGHTING LEGEND (ADD ALTERNATE) GROVE STREET 49-50 ----------------------- LIGHTING PLANS (ADD ALTERNATE) DESIGN SPEED 25 MPH 51-53 ----------------------- LIGHTING DETAILS (ADD ALTERNATE) ADT (2011) 5,630 VP❑ ADT (2016) 7,200 VPD / HgRM0Ny GR ) K 8.9% / OVE RCgD m o �� ❑HV 640 VPH ❑DHV 450 VPH Q, T (AVG DAY) 2% T (PEAK H R) 2% FUNCTIONAL CLASS URBAN COLLECTOR Rs QosTo rRFFT PROJECT LIMITS 500 0 500 1000 SCALE 1" = 500' LENGTH OF PROJECT = 3,510 FEET = 0.66 MILES ENGINEERS FS&T DWG.NO. ^ LG-423B L 1 DES CHK JL DR CHK Sinee 1914 EST CHK FAY, SPOFFORD & THORNDIKE IN;: I ::N W;::: ,�. ENGINEERINCHARGE „- ` IN,. I -.N. I1A )I 1 i [McLaug_J] — April 17, 2015 — 11: 51am — T: \LG-423B Salem Grove St\Drawings\Grove St Title Sheet.dwg [TITLE SHEET & INDEX] SALEM GROVE STREET IMPROVEMENTS LEGENDABBREVIATIONS STATE FED. AIDPROJ NO. SHEET TOTAL NO. SHEETS MASS. 02 53 GENERAL SYMBOLS GENERAL GENERAL (CONT.) CONTRACT NO. 0-20 EXISTING PROPOSED R RADIUS OF CURVATURE, RIM OR RECORD LEGEND, ABBREVIATIONS AADT ANNUAL AVERAGE DAILY TRAFFIC R&D REMOVE AND DISPOSE ABAN ABANDON R&DBO REMOVE AND DISPOSE BY OTHERS AND GENERAL NOTES ❑ CB ■ CB CATCH BASIN ADJ ADJUST RCP REINFORCED CONCRETE PIPE CI T CI CURB INLET ADJBO ADJUST BY OTHERS RD ROAD ® FPL FLAG POLE APPROX_ APPROXIMATE RDWY ROADWAY 0 DI O DI DROP INLET BIT. BITUMINOUS REM RETAIN GENERAL NOTES BC BOTTOM OF CURB ❑ MB ❑ MB MAIL BOX RET WALL RETAINING WALL BCD BITUMINOUS CONCRETE DRIVEWAY ElCP CONCRETE POST BCW BITUMINOUS CONCRETE SIDEWALK RFA RIVERFRONT AREA 1 . FOR TRAFFIC GENERAL NOTES AND LEGEND SEE SHEET 18. ❑ GR GRANITE POST BL BASELINE ROW RIGHT-OF-WAY 2_ THE CONTRACTOR SHALL NOTIFY ALL AGENCIES REQUIRED AND VERIFY THE LOCATION QFALL O GP GUARD POST (BOLLARD) BLDG BUILDING RR RAILROAD EXISTING SUBSURFACE UTILITIES PRIOR TO PERFORMING ANY WORK. THE LOCATION OF BLSF BORDERING LAND SUBJECT TO FLOODING R&R REMOVE AND RESET O MP METAL POST R&RBO REMOVE AND RESET BY OTHERS EXISTING PIPES OR OTHER UNDERGROUND STRUCTURES ARE NOT WARRANTED TO BE EXACT � FL FLOW LINE BO BY OTHERS NOR IS IT WARRANTED THAT ALL UNDERGROUND PIPES OR STRUCTURES ARE SHOWN. THE BOS BOTTOM OF SLOPE R&S REMOVE AND STACK CONTRACTOR SHALL CALL "DIG SAFE" (1-888-344-7233 OR WWW.DIGSAFE.COM) 72 HOURS MONITORING WELL CB CATCH BASIN RT RIGHT (EXCLUDING SATURDAYS, SUNDAYS, AND HOLIDAYS) PRIOR TO ANY EXCAVATION TO OBTAIN ADJUST MONITORING WELL CBCI CATCH BASIN WITH CURB INLET SESD SOUTH ESSEX SEWER DISTRICT ACCURATE UTILITY LOCATIONS. 'Q` HYD '*` HYDRANT CEM CEMENT SHLDR SHOULDER LPL CI CURB INLET SMH SEWER MANHOLE 3. THE CONTRACTOR SHALL NOTE THAT RECORD PLANS INDICATE UTILITIES ARE SHALLOW OVER LIGHT POLE CIP CAST IRON PIPE SRW STONE RETAINING WALL THE BRIDGE. -0- UP/LP UTILITY POLE/LIGHT POLE CLF CHAIN LINK FENCE ST STREET CL CENTERLINE STA STATION 4. PRIOR TO THE INSTALLATION OF PROPOSED UTILITIES, THE CONTRACTOR SHALL EXCAVATE O DMH ❑Q DRAINAGE MANHOLE C.L. CITY LINE STA STAKE OR STOCKADE FENCE TEST PITS AT LOCATIONS OF UTILITY CROSSINGS TO VERIFY DEPTHS AND LOCATIONS OF SMH QQ SEWER MANHOLE CMP CORRUGATED METAL PIPE SSD STOPPING SIGHT DISTANCE EXISTING PIPES, CONDUITS OR OTHER FACILITIES AND AS REQUIRED BY THE ENGINEER. WORK SHALL BE PAID FOR UNDER ITEM 141.1 TEST PIT FOR EXPLORATION. ADJUST MANHOLE CP CONCRETE PAD SW SIDEWALK ❑ WM WATER METER CSP CORRUGATED STEEL PIPE T TANGENT DISTANCE OF CURVE/ 5. THE EXISTING SURVEY IS BASED UPON ON-THE-GROUND INSTRUMENT SURVEY MADE CONC CONCRETE TRUCK PERCENTAGE DECEMBER, 2013 AND FEBRUARY 2014. COORDINATES, IN U.S. SURVEY FEET, ARE IN THE El MON MONUMENT CONT CONTINUOUS TAN TANGENT MASSACHUSETTS STATE PLANE COORDINATE SYSTEM (MCS), MAINLAND ZONE, REFERENCED ❑ CB CONCRETE BOUND CONST CONSTRUCTION TEMP TEMPORARY TO THE NORTH AMERICAN DATUM OF 1983, CORS ADJUSTMENT (NAD 83/CORS), BASED ON ❑ SB STONE BOUND CRW CONCRETE RETAINING WALL TC TOP OF CURB SURVEYING AND MAPPING CONSULTANTS OBSERVATIONS OF THE KEYNET GPS VIRTUAL ® DH DRILL HOLE CW CONCRETE WALK TOS TOP OF SLOPE REFERENCE SYSTEM (VRS) MADE DECEMBER, 2013, USING TRIMBLE GNSS GPS RECEIVERS. 0 SURVEY CONTROL STATION DHV DESIGN HOURLY VOLUME TYP TYPICAL DI DROP INLET UG UNKNOWN GATE 6. ELEVATIONS, IN U.S. SURVEY FEET, ARE REFERENCED TO SALEM CITY BASE VERTICAL DATUM, TREE, BUSH OR STUMP DIA DIAMETER UP UTILITY POLE BASED ON THE ABOVE-NOTED KEYNET GPS VRS OBSERVATIONS, THE ELEVATIONS WHICH WERE CONVERTED FROM THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) TO SALEM CITY �J PROPOSED TREE DIP DUCTILE IRON PIPE VAR VARIES BASE USING MASSDOT'S PUBLISHED RELATIONSHIP BETWEEN DATUMS OF 5.17 FT_ ■ FA FIRE ALARM BOX DWY DRIVEWAY VERT VERTICAL ELEV (OR EL.) ELEVATION VC VERTICAL CURVE 7. STREET LINES AND PROPERTY LINES HAVE BEEN COMPILED FROM A COMBINATION OF >< GATE VALVE EOP EDGE OF PAVEMENT VCP VITREOUS CLAY PIPE AVAILABLE PLANS, RECOVERED MONUMENTATION, OCCUPATION AND DIGITAL PARCEL MAPPING ADJUST GATE VALVE EXIST (OR EX) EXISTING WCR WHEELCHAIR RAMP OBTAINED FROM MASSGIS AND ARE APPROXIMATE. EXC EXCAVATION WG WATER GATE CURBING F&C FRAME AND COVER WIF WROUGHT IRON FENCE 8. EXISTING CATCH BASINS AND PIPES TO REMAIN AND WITHIN THE PROJECT LIMITS SHALL BE DRAIN PIPE F&G FRAME AND GRATE WIP WROUGHT IRON PIPE CLEANED AND PAID FOR UNDER ITEM 227.3 REMOVAL OF DRAINAGE STRUCTURE SEDIMENT AND FDN. FOUNDATION WM WATER METERNVATER MAIN ITEM 227.31 REMOVAL OF DRAINAGE PIPE SEDIMENT. — — GAS MAIN FLDSTN FIELDSTONE X-SECT CROSS SECTION SEWER MAIN 9. WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT, THE JOINT SHALL BE SAWCUT TO A NEAT FND FOUND VERTICAL LINE. WATER MAIN GC GRANITE CURB GD GROUND 10. UNLESS OTHERWISE NOTED ALL PERMANENT PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WOOD GUARD RAIL GG GAS GATE IN ACCORDANCE WITH MASSDOT'S LATEST SPECIFICATIONS. cLF CHAIN LINK FENCE GI GUTTER INLET GIP GALVANIZED IRON PIPE 11. SELECTIVE CLEARING AND GRUBBING IS NECESSARY WHERE TREES AND SHRUBS OVERHANG RETAINING WALL GRAN GRANITE THE PROPOSED SIDEWALK AND AS REQUIRED BY THE CITY. WORK SHALL BE PAID FOR UNDER TREE LINE OR LIMIT OF CLEARING AND GRUBBING GRAV GRAVEL ITEM 102.61 SELECTIVE CLEARING AND GRUBBING. — — — — — — SAWCUT LINE GRID GUARD HLSD HEADLIGHT SIGHT DISTANCE 12. ITEMS 102.5 ROADSIDE TREE PROTECTION AND 102.51 INDIVIDUAL TREE PROTECTION SHALL BE TOP OR BOTTOM OF SLOPE USED ON EXISTING TREES WITHIN THE PROJECT LIMIT AND TEMPORARY EASEMENT AREAS LIMIT OF EDGE OF PAVEMENT OR COLD PLAN & OVERLAY HDW HEADWALL LABELED AS "RET". HMA HOT MIX ASPHALT 100 FT WETLAND OR 200 FT RIVERFRONT BUFFER HOR HORIZONTAL 13_ ITEM 156_ CRUSHED STONE SHALL BE USED UNDER CATCH BASINS AND PIPE IF UNSUITABLE r� OR APPROX. ft R,R RAILROAD SIDELINE HYD HYDRANT MATERIALS ARE FOUND AND AS DIRECTED BY THE CITY. - - - - PROPERTY LINE OR APPROXIMATE PROPERTY LINE I OR INV INVERT — — TEMPORARY EASEMENT L LENGTH OF CURVE COMPOST FILTER TUBES LST LANDSCAPE TIMBER LT LEFT MAG MAGNETIC MAX MAXIMUM MB MAIL BOX MH MANHOLE MHR METAL HAND RAIL MIN MINIMUM N/F NOW OR FORMERLY NIC NOT IN CONTRACT NO. NUMBER NPV NO PIPE VISIBLE PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE P.G.L. PROFILE GRADE LINE PI POINT OF INTERSECTION PKT PICKET FENCE POC POINT ON CURVE POT POINT ON TANGENT PRC POINT OF REVERSE CURVATURE P ROJ PROJECT PROP PROPOSED PT POINT OF TANGENCY EssTDwG.ND. PTH PLANIMETER TO HERE PVC POINT OF VERTICAL CURVATURE OR LG-423B POLYVINYL CHLORIDE DES CHK PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENCY DR CHK PVMT PAVEMENT EST CHK ENGINEER IN CHARGE [McLaug_J] - April 17, 2015 - 11: 51am - T: \LG-423B Salem Grove St\Drawings\Grove St Legend Abbrev and Notes.dwg [LEGEND & ABBREVIATIONS] SALEM GROVE STREET IMPROVEMENTS SHEET TOTAL STATE FED. AIDPROJ NO. NO. SHEETS MASS. 03 53 CONTRACT NO. 0-20 KEY PLAN LIMIT OF ROADWAY RECONSTRUCTION FOR PROPOSED PAVEMENT MARKINGS ALONG HARMONY GROVE HARMONY GROVE ROAD It STA 111 +81 .00 ROAD OUTSIDE OF THE SURVEYED AREA SEE PAVEMENT MARKING AND N 3016140.8716 SIGNING PLAN SHEETS 22 AND 23. E 814860.8092 / A, Q1ry m / 4 / F11Q+94.85 GROVE ST CONST k(BACI 11 Q+94.85 HARMONY GROVE / I R❑ CONST It(AHEAD)= GROVE I NORTH STREET LSTA 400+00.00 GROVE ST (NORTH) CONST J 401+0 401+83.20 00 M[rAL AlE / \ / / /✓ '\�9k-ems / .0000 � G OVE STREET 104+00 — +00 — 00 05+ - A- --41 w \ 1 '3 -- - $ — ►— � p a J- k0 / / / �j+ 6+0Q _ / T o �F—STA 1 Q9+77.87 GROVE ST CONST O— / / // / STA 300+00.00 MASON ST CONST 28 GOODHUE STREET (AREA UNDER CONSTRUCTION) = N p00� \ S / / / :, 08 F-sT—Al Q2+88.91 GOODHUE ST CON (BACK / 0—ST j STA 102+88.91 GROVE ST CONST EL (AHEAD) _ O= 15 --STA 200+05.76 BEAVER ST CONST / / / / ` / co � � FOR PROPOSED PAVEMENT 07 21 MARKINGS ALONG GOODHUE STREET OUTSIDE OF THE SURVEYED 16 AREA SEE PAVEMENT MARKING AND SIGNING PLAN SHEET 19 . F14 LEGEND 20 50 0 50 100 SCALE 1 " - 50' SHEET NO # CONSTRUCTION PLAN LIMIT OF ROADWAY RECONSTRUCTION - FS&TDWG.ND. O# DRAINAGE PLAN LG-423B G OO D H U E STREET It STA 100+44.79 DES CHK N 3015130.0371 �# CURB TIE AND GRADING PLAN DR CHK E 815208.9847 EST CHK # SIGN AND PAVEMENT MARKING PLAN ENGINEER IN CHARGE [McLaug_J] — April 17, 2015 — 11:52am — T:\LG-423B Salem Grove St\Drawings\Grove St Key Plan.dwg [Layoutl] SALEM GROVE STREET IMPROVEMENTS STATE FED. XDPROJ NO. SHEET TOTAL NO. SHEETS MASS. 04 53 CONTRACT NO. 0-20 TYPICAL SECTIONS GOODHUE STREET PAVEMENT NOTES PROPOSED PAVEMENT MILLING & OVERLAY (AT LIMITS OF PAVEMENT RECO STRUCTION - SE.ED T 34) ON GROVE STREET IN THE AREA OF THE NORTH RIVER CANAL) 2" HMA SURFACE COURSE (SSC-9.5) PLACED A IN ONE LAYER OVER 2" MILLING WIDTH VARIES EXISTING ROW PROPOSED RECLAMATION (10" DEPTH) � WIDTH VARIES 5'-Q" 10'-Q" CONST 6'-0" 11'-0" 5'-0" RET I SURFACE: 4.5 " SUPERPAVE HMA PAVEMENT ESPLANADE CEM CONC ESPLANADE SHOULDER TRAVEL LANE BIKE LANE EXISTING I PLACED IN TWO (2) LAYERS: SIDEWALK I CURB AND 2" SUPERPAVE HMA SURFACE COURSE (SSC-9.5) OVER SIDEWALK 2.5" SUPERPAVE HMA IN COURSE (SIC-12.5) OVER REM EXIST MEET EXIST SIDEWALK VARIES VARIES VARIES � BASE: 5.5" RECLAIMED BASE MATERIAL (4:1 MAX) 1 .5%* (4:1 MAX) 6" (-2.0% TO 5.0%) VARIES _- PGL (-2.0% TO -5.0%) PROPOSED FULL DEPTH PAVEMENT SURFACE: 4.5 " SUPERPAVE HMA PAVEMENT REM EXIST PAVEMENT PLACED IN TWO (2) LAYERS: 2" SUPERPAVE HMA SURFACE COURSE (SSC-9.5) OVER IN PROP LOAM AND PROP 4" CEMENT 2.5" SUPERPAVE HMA IN COURSE (SIC-12.5) OVER SEED AREAS (TYP) CONCRETE PROP RECLAMATION OR FULL PROP 8" PROP GRANITE SUBBASE: 4" DENSE GRADED CRUSHED STONE FOR SUB-BASE OVER GRAVEL BORROW CURB TYPE VA4 DEPTH CONSTRUCTION 8" GRAVEL SUBBASE (GRAVEL BORROW TYPE B OR PROCESSED GRAVEL) SUBGRADE: AFTER THE EXISTING PAVEMENT HAS BEEN REMOVED FROM WITHIN THE LIMITS OF FULL DEPTH CONSTRUCTION GOODHUE STREET THE SUBGRADE SHALL BE FINE GRADED AND COMPACTED. TYPICAL SECTION PROPOSED CEMENT CONCRETE SIDEWALK & WHEELCHAIR RAMPS STA 101 +92+/- TO BEAVER STREET (STA 102+65±) SURFACE: 4" CEMENT CONCRETE SCALE: 1" = 4'-0" (AIR ENTRAINED 4000 PSI, 0.75", 610) BASE: 8" GRAVEL BORROW, TYPE B PROPOSED CEMENT CONCRETE DRIVEWAY SURFACE: 6" CEMENT CONCRETE (AIR ENTRAINED 4000 PSI, 0.75", 610) BASE: 8" GRAVEL BORROW, TYPE B WIDTH VARIES PROPOSED HOT MIX ASPHALT SIDEWALK EXISTING ROW CONST t SURFACE: 2" SUPERPAVE HMA SURFACE COURSE (SSC-9.5) OVER WIDTH VARIES 15-0" TO 16'-0" 11'-0" 5'-0" RET EXISTING 2" SUPERPAVE HMA INTERMEDIATE COURSE (SIC 12.5) FUTURE PARKING LANE TRAVEL LANE BIKE LANE SIDEWALK AND SIDEWALK AND CURB I BASE: 8" GRAVEL BORROW, TYPE B I (FAGS DEVELOPMENT) I MEET EXIST VARIES PROPOSED HMA DRIVEWAY (4:1 MAX) 6" VARIES VARIES(5.0 TO -2.0%) (-2.0% TO -5.0%) SURFACE: 2" SUPERPAVE HMA SURFACE COURSE (SSC-9.5) OVER — — — — — — — — j — r PGL 2" SUPERPAVE HMA INTERMEDIATE COURSE (SIC 12.5) BASE. 8" GRAVEL SUBBASE PROP 4" LOAM AND SEED' (GRAVEL BORROW TYPE B OR PROCESSED GRAVEL) STA 100+44.79 TO STA 100+75 LT +/- PROP CEM CONC SIDEWALK PROP RECLAMATION OR FULL STA 100+75 +/- TO STA 101+55 LT +/- DEPTH CONSTRUCTION PROP GRANITE CURB TYPE VA4 PROP ORDINARY BORROW GOODHUE STREET NOTES: TYPICAL SECTION 1. FOR WHEELCHAIR RAMP AND DRIVEWAY DETAILS, SEE SHEETS 31 AND 32. STA 100+44.79 TO STA 101 +55± 2. FOR LIMITS OF FULL DEPTH CONSTRUCTION SCALE: 1" = 4'-0" VERSUS RECLAMATION, SEE CONSTRUCTION PLAN SHEETS 07 AND 08_ ES&TD1NG.N°. * TOLERANCE FOR CONSTRUCTION ± 0.5%. LG-423B DES CHK DR CHK EST CHK 4 0 4 8 SCALE 1 " = 4' ENGINEER IN CHARGE [McLaug_J] — April 17, 2015 — 11:52am — T:\LG-423B Salem Grove St\Drawings\Grove St Typical Sections.dwg [Typ Sect 11 ADDENDUM NO. 3 OCTOBER 3, 20'14 SALEM GROVE STREET IMPROVEMENTS STATE FED. XDPROJ NO. SHEET TOTAL NO. SHEETS MASS. 05 53 CONTRACT NO. 0-20 TYPICAL SECTIONS GROVE STREET HARMONY GROVE ROAD WIDTH VARIES EXISTING ROW I I WIDTH VARIES 0 - 2'-0" WIDTH VARIES 0 - 2'-0" WIDTH PAINTED BUFFER PAINTED BUFFER CONST VARIES 5'-0" 11'-0" 11'-0" 5'-0" CEM CONC BIKE LANE TRAVEL LANE TRAVEL LANE BIKE LANE SIDEWALK" RET I EXISTING MEET EXIST I CURB VARIES 1 .5% 6" 6% I PGL (2.0% TO 6.0%) - - - - (- 4 PROP 4" CEMENT PROP RECLAMATION OR FULL CONCRETE DEPTH CONSTRUCTION PROP 8" GRAVEL BORROW PROP GRANITE CURB TYPE VA4 (TYP) HARMONY GROVE ROAD PROPOSED CEM CONC DRIVEWAY STATION TYPICAL SECTION 111+36 +/- LT TO 111+67 +/- LT GROVE ST (NORTH) (STA 110+95+/-) TO STA 111 +77 SCALE: 1" = 4'-0" WIDTH VARIES EXISTING ROW 1'-0" LEVEL WIDTH 1'-0" LEVEL VARIES CONST 5'-0" 0 - 5'-0" 5'-0" ill I 11'-0" 5'-0" 5'-0" CEM CONC GRASS STRIP BIKE LANE TRAVEL LANE TRAVEL LANE BIKE LANE CEM CONC SIDEWALK I SIDEWALK MEET EXIST DES VARIES I VARIES 6„ 1 4A MAX} ES 4PP�() 1 .5%* (-2.0% TO -6.1%) I PGL (-2.0% TO 6.0%) (TYP) 1 .5%* 1 (`� MEET EXIST PROP 4" LOAM7 AND SEED (TYP) PROP RECLAMATION OR FUL PROP 4" CEMENT PROP ORDINARY DEPTH CONSTRUCTION (SEE NOTE 4) 0 CONCRETE (TYP) BORROW (TYP) PROP GRANITE PROP 8" GRAVEL CURB TYPE VA4 (TYP) BORROW (TYP) GROVE STREET NOTES- TYPICAL SECTION 1 _ FOR PAVEMENT DESIGN NOTES, SEE SHEET 04_ BEAVER ST STA 103+40 +/- TO GROVE ST NORTH STA 1 10+95+/- 2. FOR WHEELCHAIR RAMP AND DRIVEWAY ( ) (NORTH) ( ) DETAILS, SEE SHEETS 31 AND 32. SCALE: 1" = 4'-0" 3. FOR LIMITS OF FULL DEPTH CONSTRUCTION VERSUS RECLAMATION, SEE CONSTRUCTION 08.Qcgpn STA 105+5 , MILL AND 3 SURFACE_ SEE N SHEET 07. FS&T DWG.ND. LG-423B DES CHK TOLERANCE FOR CONSTRUCTION ± 0.5%. DR CHK EST CHK 4 0 4 8 SCALE 1 " = 4' ENGINEER IN CHARGE [McLaug_J] - April 17, 2015 - 11:52am - T:\LG-423B Salem Grove St\Drawings\Grove St Typical Sections.dwg [Typ Sect 21 ADDENDUM NO. 3 OCTOBE R 3, 2014 SALEM GROVE STREET IMPROVEMENTS STATE FED. XDPROJ NO. SHEET TOTAL NO. SHEETS MASS. 06 53 SHLDR VARIES SHLDR VARIES 1'-0" LEVEL CONTRACT NO 0-20 CONST 5'-0" VARIES 11'-0" 11'-0" 5'-0" TYPICAL SECTIONS HMA TRAVEL LANE TRAVEL LANE CEM CONC BEAVER STREET SIDEWALK I OR HMA SIDEWALK MASON STREET MEET EXIST VARIES VARIES 6„ MEET EXIST 1 . 2.0% MAX I PGL 2.0% MAX (TYP) 1 =%* PROP RECLAMATION OR FULL PROP $" GRAVEL DEPTH CONSTRUCTION BORROW (TYP) PROP GRANITE PROP 4" LOAM CURB TYPE VA4 (TYP) AND SEED (TYP) PROP ORDINARY GROVE STREET (NORTH) BORROW (TYP) TYPICAL SECTION 1'-0" LEVEL 1'-0" SHLDR 1'-0" SHLDR V-Q" LEVEL CONST �1 Q'-Q" 1 Q'-Q" VARIES 1 5 0'1 TRAVEL LANE TRAVEL LANE SIDEWALK (RECONSTRUCT EXIST) MEET EXIST ARIES VARIES VARIES 6 VARIES JARIES \ (4.-1 MAX) a o a o (TYP) (4.1 AX� _ 2.0% - 6.0% I PGL 2.0% - 6.0/o MgXj�12'� M 1 .5%* PROP 4" LOAM AND SEED (TYP) PROP RECLAMATION OR FULL DEPTH CONSTRUCTION PROP HMA SIDEWALK MASON STREET TYPICAL SECTION WIDTH VARIES EXISTING ROW WIDTH WIDTH 1'-0" LEVEL VARIES CONST t VARIES 5'-0" Q - 5'-0" 5'-0" 11'-0" 11'-0" 5'-0" Q - 5'-0„ 5,_Q„ CEM CONC GRASS BIKE LANE TRAVEL LANE TRAVEL LANE BIKE LANE GRASS STRIP CEM CONC SIDEWALK STRIP I SIDEWALK** MEET EXIST I I VARIES 1 .5%* (2:1 MA)() VARIES PGL 2.0% - 7.Q% VARIES 6" VqR/ —i I 2.0% - 7.0% (TYP) 1 .5% 1 .5%* ES (4�AX) MEET EXIST PROP 4" LOAM ——-- — _ — AND SEED (TYP) PROP RECLAMATION OR FULL PROP ORDINARY DEPTH CONSTRUCTION BORROW (TYP) PROP GRANITE PROP 4" CEMENT CURB TYPE VA4 (TYP) CONCRETE (TYP) PROP 8" GRAVEL BEAVER STREET BORROW (TYP) NOTES- TYPICAL SECTION 1_ FOR PAVEMENT DESIGN NOTES, SEE SHEET 04_ 2. FOR WHEELCHAIR RAMP AND DRIVEWAY DETAILS, SEE SHEETS 31 AND 32. 3. FOR LIMITS OF FULL DEPTH CONSTRUCTION VERSUS RECLAMATION, SEE CONSTRUCTION PLAN SHEETS 07 AND 08. * TOLERANCE FOR CONSTRUCTION ± 0.5%. FS&T DWG.ND. LG-423B DES CHK DR CHK EST CHK 4 0 4 8 SCALE 1 " = 4' ENGINEER IN CHARGE [McLaug_J] — April 17, 2015 — 11:52am — T:\LG-423B Salem Grove St\Drawings\Grove St Typical Sections.dwg [Typ Sect 31 w � �� SALE M �� GROVE STREET IMPROVEMENTS \ er 0 0�(°> \V c� �Q � �' = SHEET TOTAL o oo�� / , STATE FED. AID PROJ NO. NO. SHEETS COS �� / C, , 0)0) / MASS. 07 53 v Jim � N 3 SET 3 c, Old F�F<\48246� CONTRACT NO 0-20 S �/ �/6 �� o� CONSTRUCTION PLAN F PART 1 OF 2 Np A tip TyF� � cpi � o c°H z / v �' c °p p � � PROP SAWCUT � �y o ,wry SST \ ter ,� C '� y 0OA- qR� r / ,z'�� N ,a Ap �3 �� RAT &URB STON�`\ q ��p o� ST `97 o��'O \c o w�a . ti�' rpNF DUST 600IVFK F Mq 16 , DR 2 Rk 038 T / ! O \\�2 Pq r 0 Q i�o � Fm O / / PROP SAW UT '� \ � m a BF F PROP CEM ONC WCR (TYP) C,o O� Q� PROP LOAM & SEED a RET EXIST FENCE PROP FULL DEPTH\ ��\' / �� PROP CEM CONC WALK r PROP BIKE PATH PAVEMENT RECONSTRUCTION �� / BY OTHERS / \Q. �� \ / , RET EXIST GRAN STEP / / ( ) / RETAIN EXIST RETAINING WALL / \ \ PROP TEMP EASEMENT / REMOVE STUMP � / f� n / N/F MRMAP 16 PROJECTT 0236 MANAGEMENT PROPHMA / STATION#2 vv / / \ / PROP CEM CONC / BOOK 25,700 PAGE 109 DH sET \a, \ DRIVEWAY / % BLSF \ N 3015332.47 �� \ WORK BY OTHERS \ E 815013.27 REM EXIST SIDEWALK ELEV=23.56 AND PAVEMENT PROP CEM CONC A / PROP LOAM & SEE❑ DRIVEWAY \ '� / �o / R&S EXIST BANK PROP HMA DRIVEWAY /o/ , #64 GRAN CURB + \ \ �`� o 1 STORY MAsoNR) / / Bo . �� / PROP TEMP EASEMENT PROP CEM CONC WALK (TYP) °� \ ,� �� \\\ ti� REMOVE EXIS / �` // ° SIDEWALK PROP SLOPE LIMIT TYP / 100 FT BUFFER TO BLSF Q �� / CLI 1��4 6 1=10.7\� CAUTION / PROP COMPOST // // // WORK BY OTHERS 10"RCP _ DANGEROUS/ / / FILTER TUBE (TYP) �l =cv/'o �,a�� G INTERSECTION / / / / / PROP SAWCUT AT BACK R \ I� BIT coNc WIG ,, �Tc / // / / / OF DRIVEWAY (TYP)e AHEAD PROPHMA �(0 °' PTHItt 0) 6 �� atic / / DRIVEWAY / // / // M Z WORK BY OTHERS // Jim .-Icy c �q �/ RET EXIST / PROP HMA DRIVEWAY Z _ � - / Q _j Cr / / CONSTRUCTION / z w LU -REM XIS ST IDEWALK �,n e / FENCE // / / MH(R) o ag AND PAVEMENT / - I R&S CURB / // RET EXIST CLF °� o�° �6� _ TONES (TYP) / / / 3 / MAP 16 LOT 0237 I 6 G� PROP LOAM & SEE❑ zzz13 / / BO K R 7ECT AGEA1G09MENT �PQ tv eP �� iL PF CEM CONC WCR I ND R CONSTR TAW �43 // // AND OVERLAY / a / I PROP PAVEMENT o� tih PROP APPROX TREE / F-I�I 16 I o\R / / �� ET) / RECLAMATION I // 160 LOCATION // e`'�c, z 1% '�� 17 / 2-12"1 G / \/ S SEE LANDSCAPE PLANS / _ `' 2 p I , _'�� _ 3 MHR iN co_�� F{RET} �� a � I O � T / FOR PROPOSED PAVEMENT MARKINGS SHEETS 29 AN 30 (TYP) / �� I / PROP GRAN CURB /� 9 w 2 � QOTINC, R E E T I ALONG GOODHUE STREET / �� / =15.35 -8s UV - f �,- TYPE VA4 (TYP) �4.3 \ y w OUTSIDE OF THE SURVEYED AREA R&S EXIST CURB (TYP) / ` / I O�3 v� 8 cC ecw - - -- - - _ W - 2 C 24"VCP R=12.97 SEE PAVEMENT MARKING AND / I / I oNST - I L 2g4 3g 2 15 H SIGNING PLAN SHEET19. ��°� / �°� '� +00 - 1 R-14.49 e� r0�UrF BIT B R=561 .00 R=1 'C04+00 SMH � � � c R AnL�L 1= .7-1 1 °GP �Q3 / NPV�S( SESp tp �G�1 "" 7- 0"0 rF L 24 VCN R 13.82 �\ TOW=10.4 PROP HMA DRIVEWAY �P�� I� �� 1 / _ s-8.3 I \ 10 ggvL - +8 8C _ =72MH _ c / gel. PROP LOAM & SEED \ _ _� _ - °. - 15"RCP- ) �v '�1 •• / Q / �� \ SMH 4 I-7.0 U F �fR) R=1 5 -10�D0 - R=13.63 PROP CEM C O N C DRIVEWAY ,Q�°oF c��G ! �� - -�- � _ - � � T 7 � R�1 .O�A -� - --�- � l R&S EXIST CURB STONES (TYP) �R�5'04` PROP CEM - - LATE PROP COMPOST FILTER TUBE (TYP) / ° / / ' d CONC- � Ce AN C( T7 3 = 1 - CU R=1R .7 III - _\\°� / W QUCT10N - SIDEW ��3+ -�SMH ) M i PROP GRAN CURB TYPE VA4 (TYP) \ / k / / PREP. UNDER CONS NPv l MyR �N R 1 SM S a� l / PROP PAVEMENT DEBRISMH _ "APP OONC FOpTj CB L / NNER „�� / / d� REC TION FON R=1 .1 / OF SID�X ��CgTI NC "LIN - c� = CRO ING SM O OCCU A BON" - _ NO ACC SS PROP HMA DRIVEWAY \ o �, / PG � / 15 / �� F° N� PROP TEMP EASEMENT 5 RETAII�NE N N KIND' 0 3 / g2' / cR PROP HMA BIKE PATH ° �z s \ D� k GoN / EXIST = �� R=13. 7 0' PROP CEM CON IVEWA \ °_ _ Nj $� / / / PROP CEM CONC WCR PROP SAWCUT PROP MODIFIE❑ ROCK FILL / / BOLLARDS � `�� NPv _oC Io F \ (MEET 28 GOOD HU ST \ U / / \� row-1 .7 / DEL PROP CEM CONC TRANSITION \ P� J / \ / / GRADES) / / PROP CEM S E S D, � / ,` =� MAP 16 LOT 0372 STATION#�2025 / / GONG ( O �� C w� / / N/F NORTH RIVN CANAL, LLC PK NAIL SET / ST ION / WCR (TYP) <v Pv BOOK 22,202 AGE 393 6 // / / TO =8 F P NAI SET E B15165..58 200 FT RFA 28 GOODHUE STREET SUMP 30 681.89 �� , , G AREA U DER ELEV-14.56 E 5148.01 PROP / ��°' c1 3 1/2 STOR\ CONSTR CTION / // / PROP SAWCUT AT BACK / o V=13.7 /p / w ,1 / P�� 0 PROP COMPOST FILTER TUBE (TYP) WOOD FRAME OF DRIVEWAY (TYP) SAWCUT / / Fi O j S� vRg �� N UNDER CONSTRUCT It�r' / 4 / jF Raj ��ORPN c o cR� - ` ROP WM DRIVEWAY /�_� / FTA 102+88.91 GOODHUE ST CONST (BACK) - 100 FT BUFFER TO BANK PROP TEMP EA ENT / �o�IVI ° /2 / 66 P��P RE FR FND �PI�pN SE65 oNcRE�� I STA 102+88.91 GROVE ST CONST It (AHEAD) = PROP BIKE PATH PROP GEM CONC DRIVE Y 5 F P °15 9 41 STA 200+05.76 BEAVER ST CONST Nib- ? \ 3�1gg03 L- (BY OTHERS) / e°i p / 6'0 ESE RET CURB & SIDEWALK pk0 / STATION#7 \ PROP CEM CONC SIDEWALK MAG NAIL SET (BY OTHERS) O' ��-\� / N 3015208.37 RET CURB & SIDEWALK Q� �� a E 815183.18 2$ GOODHUE STREET / REM DAMAGED CLF PANEL EssT DwG.No. ELEV=14.29 O AREA UNDER CONSTRUCTION / PROP LOAM / NOTES: / G� �� LIMIT OF ROADWAY RECONSTRUCTION �/ LG-423B - \ & SEED / 1 . FOR PROFILES SEE SHEETS 09 S� DES CHK GOODHUE STREET STA 100+44.79 PROP HMA DRIVEWAY AT GRADE RUBBERIZED / THROUGH 13. � 2. FOR DISPOSITION OF EXISTING DR CHK N 301 51 30.0371 °-5°° p�\s00� ' 20 0 20 40 / CROSSING PANEL / UTILITIES, SEE DRAINAGE AND EST CHK E 815208.9847 16 R°Q. F (BY OTHER ) UTILITY PLANS SHEETS 16 AND \sw vE P P 0, _ / MAP 16 LOT 0371 / / 17. MEET EXISTING �4 ° )oo�IAa \ SCALE 1 - 20 / N/F B LOSON3L LIMITED PARTNERSHIP 3. FOR DRIVEWAY AND DRIVEWAY GE ENGINEER IN CHARGE F sP� eo°K \ / RAMP DETAILS, SEE SHEET 32. [McLaug_J] - April 17, 2015 - 11:53am - T:\LG-423B Salem Grove St\Drawings\Grove St Construction Plan.dwg [Sht 011 ADDENDUM NO. 3 OCTOBER 3, 20'14 SALEM CEMETERY / GROVE STREET IMPROVEMENTS SHEET TOTAL MAP 16 LOT 0377 / iL' STATE FED AID PROJ INO / N/F HARMONY GROVE CROP / / 2� NIO. SHEETS BOOK 1982 PAGE 180 / MASS. 08 53 CONTRACT NO. 0-20 ;�� ^ CONSTRUCTION PLAN LIMIT OF ROADWAY RECONSTRUCTION , �1� /� r PART 2 OF 2 HARMONY GROVE ROAD STA 111 +81 .00 / _ / � � Q a / FOR PROPOSED PAVEMENT ' N 3016140.8716 �� / / ° MARKINGS ALONG HARMONY GROVE \ / p, ROAD OUTSIDE OF THE SURVEYED E 814860.8092 o o AREA SEE PAVEMENT MARKING AND MEET EXISTING m = ry / SIGNING PLAN SHEETS 22 AND 23. PROP SAWCUT .-. PROP HMA DRIVEWAY/ m/ / � t? HARMONY GROVE CEMETERY / PROP CEM CONC DRIVEWAY MAP 16 LOT 0242 N/F HARMONY GROVE CORP Z / R&S CURB STONE (TYP) BOOK 562 PAGE 112 O RETAIN EXISTING WOOD GUARDRAIL Y W N Ur PROP CEM CONC SIDEWALK Lo z W PROP PAVEMENT RECLAMATION Z RETAIN EXIST FENCE O + ~ PROP LOAM & SEED/ STATION 6 ILL� U) CD MAG NAIL SET W O w VJ Iv I \I 3016220.14 2 112117 PROP HMA SIDEWAavl 32 99 ~ O { ~MP / / I UP/LP#3032 SRW DEB 25PROP LOAM &SEE❑ STUMP �_ STOP / / .8 20"STUMP rn ARMONY GROVE RD / �A V � / / I ROVE ST 9A / I 24"D(RET) STUMP G t STA 11Q+94.85 GROVE ST CONST k(BACK)- ap - 4'cLF (RR�) _ ecw / I I ------------ STA 110+94.85 HARMONY GROVE RD �a o 9 STOP BCw RET STOP AH AD GRASS UP/LP#778 { _ UP#779¢ - M� I CONST EL(AHEAD)= o x - GRASS emu' / / I 1QQ FT BUFFER TO BLSF I sS�P�� w - - _ _ E9� - - - _ _ 0 / STA 400+00.00 GROVE ST (NORTH) CONST k - CD - L- 4 - / BIT CONC PAVE E + L=52 $ w o ��°� 4` 1= �� / �� =2 1' a - +71.51 401+00 N01°26'35"�_ _ $=5� � 1=28.7 I 1 \ / �y g 4111 �P / v(B a $4.00`-I -�j R �" 1=2 8.6 / P MAP 16 LOT 0238 PROP GEM COKIC SIDEWALK °��o F h Cu -% 1 R� �� GRAN / N/F 50 GROVE 16 REAL ESTATE, LLC N 5� - � RECLAMATION STREET CURB ILCC 74834 PROP GRASS SWALE boy H 1. B1T c°Nc WALK z PROP HMA ❑RIVEWAY w �� `�° R J•4 >IT coNc SRW/ MNR ° o P PROP FULL DEPTH / _ _ a'cLF LU o / / ROADWAY CONSTRUCTION RETAIN EXIST WALL 4'�9/ / / L / ��\��\ \- WOODED Z Ill- S UU 26. / \\\ J z w / BLSF PROP CEM CONC / cy I 0 r=n I DRIVEWAY a_, / i i��\ X1MA�E o z <� \ �� (RET) _2 c \\\: » AppRO N I p�� / 100 FT BUFFER TO BANK METAL 3 / p ��\��% �OCA��O PROP CEM CONC 3 R&R BOUND Q 22.29 GRATE �P� / /��oo� (RET / \�� of ENE �, \� S�� DRIVEWAY / m I �� / a� UP/LP \� : \i\\� PROP FULL DEPTH 00 / / I RETAIN EXIST STEP o FA c�` °�� a�r`�P� Q` _ !.�\\�� PROP HMA ❑RIVEWAY � T' w / ROADWAY CONSTRUCTION PROP CEM CONC " o°� PSG / �° u �`� m➢p / RETAIN EXIST RAIL PROP HMA SIDEWALK / SIDEWALK (TYP) I R&R EXIST FENCE &PROP LOAM w� / PROP TEMP EASEMENT / & SEED / / a \\\ CAUTION HIDDEN DRIVE RET TREES I RET BcW ,��1`'j 9 �o�ti off' s� \\% STOP / ( ) �' / c / 0 7 PARK PROP SLOPE LIMIT (TYP) I j / i 3 �j �� / \\%\ MAP 16KLOT 0333 / PROP CEM CONC DRIVEWAY / / \'1 �� /�� / /\\\��\v oe N/F CITY OF SALEM WORK BY OTHERS // PROP HMA DRIVEWAY P� / N p \� �'< c� \\�� STo cR I / MOVE EXIST PAVEMENT PROP GRAN CURB / �� - 4�c 5 � / d��a I �\� •�\� Q9� 1�E F wG I/ �6 \\ �%� PROP LOAM & SEED / TYPE VA4 (TYP) // p �o Wig. Q�%�� s OP a ' e tiE / �.. 6 5 G \ ' / R&R EXIST FENCE / / k0� ' / / �P�` l PROP SLOPE LIMIT (TYP) / PROP TEMP EASEMENT pPR / \\ / / PROP COMPOST /�\� c° G / GR��E �Q / �� cti ��/ \� `jr,, \D \ \ TION#4 FILTER TUBE (TYP) / r �� /G �69, ` PLANTED p TK IL SET I / SMH(R) // o ( 13 / P#1I 4 v lR&/ !/ R/P �18 SZ WG �i C' \\ N 016 0.34 / PROP GRAN CURB // o�Q pMN R� uP PN G / 1` h / R� R=20.80 ., 11 0 C\) \\i E 81 50. PROP TREE - SEE LANDSCAPE / / Npv SMN p6 /_ ELEV=2 9 PLAN SHEETS 29 AND 30 (TYP) TYPE VA4 PROP HMA / 6 a 5� �� / ,. / \ �\ FNTNoT / MAP 16 LOT 0237 Rom' /CI qN cV FR (0 RET DRIVEWAY F \/ = 10 ) PROP CEM CONC SIDEWALK (TYP) / iJ F MRM PROJECT MANAGEMEN / = GL W-1 GUY WIF / ' BOOK 25,700 PAGE 109 / `� / / (R S LT=1-' \ I PROP GRAN CURB TYPE VA4 (TYP) / v / „ R� �L � UP/LF PROP CEM /j / / / �1p8D�� \� I PROP CEM CONC WCR (TYP) / #773/(OLD) G / / , \NCR 64 ` 'o \� = STOP AHLA CONC SIDEWALK / / STOP _ / Q`I �40g / 52 ZZ W t/C \N \ ao w NO PARKING / /13 / R� G / \�p� II ,�, I- THIS SIDE OF STREET ° Nr �_ G\ n, W / / D M H G RBI / G �GG �d NP �'% Nr�'��' /i j A P P O R S O CR o I � O z I N F D l X LLJ �j F� S4'WIr- 1 I I I o STA 1 Q9+77.87 GROVE ST CONST _ 7rf / G� yL 41,� 0.5 �� °' � NF R B (RET) GRAN Q J o I STA 300+00.00 MASON ST CONSTR=12.97 Nc P �R> / PROP LOAM / /FND STEPS 70 � -I I I - P LP#22/772 BI TOW=10.4 B Q /6 RG / �5�'\\��j o R$D� PROP CEM I & SEED / CONC SIDEWALK (RET) �� \ Co N o I \ I PC R 13.82 6�G�2� H E L cg�N�- ice, / / PROP PAVEMENT I -"LINE BY OCCUPATION" + �J + �7 2 -� 15 RCP- �2', / / RECLAMATION _83.84 _ 1=7 0 UG j \� L Q MAP 16 LOT 0366 I Q �Q AO j R=13� / � -P \�6\�6 / G� � - MAP 16 LOT 0367 N/F ZYGMUNT & EMILIA JANKOWSK H �- I c ON N F RWD HOLDINGS, LLC _ _13.62 / BOOK 5147 PAGE 759 I I \ 9 SMF' R u- / Q O O O BOOK 21,D10 PAGE 597 cU T �J g - P ° ' `\ PROP H MA WALK R=13.6 G S .S @13,2 / o REMOVE EXIST PAVEMENT , I �, sM ) ER Go�ER // `�' PROP LOAM & SEE❑ (RET) I I \ PROP FULL DEPTH ` CB / 28"E F I \ ROADWAY CONSTRUCTION o CRO NG \�� J u MAP1 16 F r0 6 PROP COMPOST ACC S / BOOK 17,434 AG PROP CEM CONC oB-► �� _ / FILTER TUBE (TYP) Al DRIVEWAY / / D oCATIo of PROP HMA PROP LOAM PROP CEM CONC / PRC'SP HMA ❑RIVEWAY °' II p \ � / SIDEL711 1° / DRIVEWAY & SEED SIDEWALK N I U ^ / PROP CEM CONC / / R=33.18 GG 3 I \ / L DRIVEWAY / PROP GRAN CURB W STATION#1 AT GRADE RUBBERIZED / TYPE VA4 (TYP) / PROP SAWCUT NOTES: FS&TDwG.ND. PK NAIL SET �/ CROSSING PANELS BY OTHERS / / = I II I 1 _ FOR PROFILES SEE SHEETS N 3015681.89 / ( O LG-423B E 815148.01 O oo / PROP TEMP / �/ 12"D 3 09 THROUGH 13. / ELEV-13.73 / /o� / / / EASEMENT Q Q m I LIMIT 2. FOR DISPOSITION OF DES CHK / m PROP CEM CONC SIDEWALK / / UP#3949 I MI T `'' WO EXISTING UTILITIES, SEE DR cHK / v �V / / O CW a I I CAUTION �� DRAINAGE AND UTILITY \ 2� 2� 4� c� HIDDEN DRIVE / 1z, _ / PROP LOAM & SEED / � � � m �� / I �:\\�, SPEED LIMIT 20 q`SOIV SIRE PLANS SHEETS 16 AND 17. / 200 FT RFA :wG NO PARKING TH MEET ET STA 3. FOR DRIVEWAY AND EST CHK / 1 v,L I / SCALE 1 " = 20' ? Q a N �i SIDE OF STREET a I I J/ EXISTING 347+6g.06 DRIVEWAY RAMP DETAILS, J 4"D ! � �� SEE SHEET 32. ENGINEER IN CHARGE [McLaug_J] - April 17, 2015 - 11:53am - T:\LG-423B Salem Grove St\Drawings\Grove St Construction Plan.dwg [Sht 021 SALEM GROVE STREET IMPROVEMENTS STATE FED. AID PROD. NO. SHEET TOTAL NO. SHEETS MASS. 09 53 CONTRACT NO. 0-20 PROFILES LIMIT OF ROADWAY RECONSTRUCTION GOODHUE STREET STA 100+44.79 N 3015130.0371 E 815208.9847 MEET EXISTING HIGH POINT ELEV = 15.81 HIGH POINT STA = 102+99.48 LOW POINT ELEV = 14.25 PVI STA = 101+73 PVI STA = 103+13 LOW POINT STA = 104+88.34 PVI ELEV = 14.93 PVI ELEV = 16.33 PVI STA = 104+71 0 0 A.D. = 0.60 A.D. = -2.35 PVI ELEV = 14.20 wp K = 167.41 K = 76.68 A.D. = 1 .59 z � F- w 100.00, VC 180.00' VC K = 31 .36 0 = U � 50.00' VC N cn p + r M N ~ LO LO (0 O LO 20 o U > > a II r > J W o II > co cl: a > W W J W d W > J W U GOODHUE STREET GROVE STREET a W >> (!�WLL a a 0.40% -1.35% o 0.24/o -o.5o°r° EXIST GRADE NORTH RIVER h PROP GRADE CANAL F z za oQ Q > W J J W W ❑ U, W Z U) _ o I— [1 Lno xc� DATUM ELEV W 0.00 LO c0 a C° � N cD Ln CD Lfl r Ln a Ln It o0 co r � rn °) ti � to 00 N tD 00 CO N N 0 ti r T T T T T T T r r T T T r r r r r r r r r T r T f T 101+00 102+00 103+00 104+00 105+00 106+00 -L -- - - - - -- STATION#7 STATION42026 STA 102+88.91 G00DHUE ST CONST �(BACK) STATION42025 STATION#? MAGNAILSET PKNAILSET STA 102+88.91 GROVE ST CONST � (AHEAD)= PKNAILSET PK NAIL SET Elevation=14.29 Elevation=14.03 STA 200+05.76 BEAVER ST CONST E Elevation=14.56 Elevation=1373 Sta. 101+25.50,764'RT Sta. 101+40.23,32.55'RT L- — — — —————— —— — — — — —— — Sta. 104+47.03,5982'RT Sta. 106+18.04,20.22'RT GOODHUE STREET/ GROVE STREET FOR CONSTRUCTION PLAN: FS&T DWG.NO. LG-4236 SEE SHEET NO. 07 DES CHK HORIZONTAL 20 0 20 40 DR CHK EST CHK VERTICAL SCALE IN FEET ENGINEER IN CHARGE [McLaug_J] — April 17, 2015 — 11:53am — T:\LG-423B Salem Grove St\Drawings\Grove St Profiles.dwg [Grove St Prof 11 SALEM GROVE STREET IMPROVEMENTS STATE FED. AID PROD. NO. SHEET TOTAL NO. SHEETS MASS. 10 53 CONTRACT NO. 0-20 PROFILES LIMIT OF ROADWAY RECONSTRUCTION HARMONY GROVE ROAD It STA 111 +81 .00 N 3016140.8716 E 814860.8092 MEET EXISTING HIGH POINT ELEV = 26.10 HIGH POINT STA = 110+87.78 PVI STA = 109+95 PVI STA = 111+26 PVI ELEV = 25.06 PVI ELEV = 26.68 A.D. = -4.73 A.D. = -8.12 K = 25.40 K = 13.55 120.00' VC 110.00, VC PVI STA = 108+27 LID a PVI ELEV = 15.04 � � + a A.D. = 4.87 a N N K = 30.79 r > > > w a w HARMONY GROVE ROAD LOW POINT ELEV = 13.69 w U J r o 00 LOW POINT STA = 106+73.25 150.00' VC N LO 00 N PVI STA = 106+90 +' r PVI ELEV = 13.54 a 1 24% w ,S 88 j Lu A.D. = 1 .59 + Lj w a 0i K = 56.50 > a .. tl w 90.00' VC > Lu J a w GROVE STREET EXIST GRADE M + N 5 g6°� PROP GRADE + a o T Z > > > J > J wp > - w 0_ w ZZ w P w Zw o = U -0.50% 1 .09% MBTA/PAN AM RR CROSSING z z0 OQ a > w J J w w ❑ w Z U) — O H d � O X � DATUM ELEV w a 0.00 rn. dM7 ti �C] c CMO a aN a�oL�O � 0�) MN N M M a U-] aoti C�fl cr00 7 ti � N ao c . c � � a co Cli. Cl. LOf CDC0 07d7 NN LoLn CDC0 N N N N N N N N N N 106+00 107+00 108+00 109+00 I 110+00 111+00 112+00 STA TION#1 rSTA 109+77.87 GROVES CONST STA 110+94.85 GROVE ST CONST @ (BACK)= PKNAILSET LSTA 300+00.00 MASON ST CONST�__J i STA 110+94.85 HARMONY GROVE ROAD Elevation=1373 CONST � (AHEAD)= Sta. 106+18.0420.22'RT LTA 400+00.00 GROVE ST(NORTH)CONST q GROVE STREET/ HARMONY GROVE ROAD ES&TDNIG.NO. FOR CONSTRUCTION PLAN: LG-423B SEE SHEET NO. 08 DES CHK HORIZONTAL DR CHK 20 0 20 40 EST CHK 4 0 4 8 VERTICAL SCALE IN FEET ENGINEER IN CHARGE [McLaug_J] — April 17, 2015 — 11:53am — T:\LG-423B Salem Grove St\Drawings\Grove St Profiles.dwg [Grove St Prof 21 SALEM GROVE STREET IMPROVEMENTS STATE FED. AID PROD. NO. SHEET TOTAL NO. SHEETS MASS. 11 53 CONTRACT NO. 0-20 PROFILES LIMIT OF WORK BEAVER STREET STA 202+32.31 MEET EXISTING 40 C6 PVI STA = 200+57.74 a N PVI ELEV = 18.13 Q w A.D. = 2.02 w K = 29.73 > 95 0.00' VC ti ti ti 00 a + N O O N W Olt) � M T N � + a r Lu a 20 Lj > W EXIST GRADE PROP GRADE z z � oQ a � W J J W W ❑ U, W Z U) — Q H d � o DATUM ELEV W 0.00 CD ao coo N � oo00 IUDa? Lfl 00 � NN NN Oa M M I 201+00 202+00 TA 102+88.91 GOODHUE ST CONST It(BACK) STATION42 STATION#2027 STA 102+88.91 GROVE ST CONST (AHEAD)= DHSET MA G NAIL SET- STA 200+05.76 BEAVER ST CONST Elevation=2356 Elevation=34.78 L— —————— — — — — —— — ———J Sta.201+03.23,31.47LT Sta.202+49.50,16.54'RT BEAVER STREET ES&TDNIG.NO. FOR CONSTRUCTION PLAN: LG-423B SEE SHEET NO. 07 DES CHK HORIZONTAL DR CHK 20 0 20 40 EST CHK 4 0 4 VERTICAL SCALE IN FEET ENGINEER IN CHARGE [McLaug_J] — April 17, 2015 — 11:53am — T:\LG-423B Salem Grove St\Drawings\Grove St Profiles.dwg [Beaver St] SALEM GROVE STREET IMPROVEMENTS STATE FED. AID PROD. NO. SHEET TOTAL NO. SHEETS MASS. 12 53 CONTRACT NO. 0-20 PROFILES LIMIT OF WORK MASON STREET STA 301+68.00 MEET EXISTING PVI STA = 301+25 PVI ELEV = 31 .61 A.D. = -1 .27 K = 59.17 PVI STA = 300+50 75.00' VC PVI ELEV = 26.55 A.D. = 0.93 L 40 K = 80.57 N `q co + M M 75.00' VC a co w � J W L d I` 00 00 O + pj � N a co w � w 5 -, > 00 LO d N a w U w d 5 aka/o EXIST GRADE PROP GRADE 20 Z Z0 oQ a > ww J W W ❑ Z U) o_ I— 0- U) o xcr- DATUM ELEV w d 10.00 ao LO Lo � M a co c9 co a r- N N N N N N M M M M M M 300I+00 301+00 302+00 303+00 STA 109+77.87 GROVE ST CONST = STATION 44 STATION 45 STA 300+00.00 MASON ST CONST STL/NAILSET STUNAILSET L— — — — ——— —————— — — J Elevaton=27.09 Elevation=38.69 Sta.300+33.2Z 2441T Sta.302+69.17,1804'LT MASON STREET ES&TDNIG.NO. FOR CONSTRUCTION PLAN: LG-423B SEE SHEET NO. 08 DES CHK HORIZONTAL DR CHK 20 0 20 40 EST CHK 4 0 4 8 VERTICAL SCALE IN FEET ENGINEER IN CHARGE [McLaug_J] - April 17, 2015 - 11: 54am - T:\LG-423B Salem Grove St\Drawings\Grove St Profiles.dwg [Mason St] SALEM GROVE STREET IMPROVEMENTS STATE FED. AID PROD. NO. SHEET TOTAL NO. SHEETS MASS. 13 53 CONTRACT NO. 0-20 PROFILES LIMIT OF WORK GROVE STREET (N0RTH)LB STA401+58.20 MEET EXISTING PVI STA = 401+15 PVI ELEV = 32.91 A.D. = -3.38 K = 20.73 70.00' VC d 40 +' a c'� ~ w + W d d d C] U w J w 2 r64% �0 EXIST GRADE PROP GRADE 20 z z0 oLu QLu W J J W W ❑ U, W Z U) _ o Lno xelf DATUM ELEV w a 0.00 r 0 N d QO 0 a . 000 ti NN NN M j C M (M 400+00 401+00 L ------ - - TA 400+00.00 GROVE ST(NORTH) CONST Q= i STATION46 STA 110+94.85 GROVE ST CONST 1� (BACK)= MAGNAILSLT STA 110+94.85 HARMONY GROVE ROAD Elevabon=3299 CONST Q(AHEAD) Sta.401+16.66,7943'LT L—— — — — —— — — —————— — — J GROVE STREET (NORTH) ES&TDNIG.NO. FOR CONSTRUCTION PLAN: LG-423B SEE SHEET NO. 08 DES CHK HORIZONTAL DR CHK 20 0 20 40 EST CHK 4 0 4 VERTICAL SCALE IN FEET ENGINEER IN CHARGE [McLaug_J] — April 17, 2015 — 11: 54am — T:\LG-423B Salem Grove St\Drawings\Grove St Profiles.dwg [Grove St (North)] SALEM GROVE STREET IMPROVEMENTS GOODHUE ST / GROVE ST / / �� STATE FED AIDPROJ NO SHEET TOTAL NO. SHEETS Horizontal Alignment Station and Curve Report. ------------------------------------------------------------------------------- MASS. 14 53 Alignment: Goodhue Street / Grove Street Harmony Grove Road Circular Curve Data �� / / CONTRACT NO 0-20 Desc. Station Spiral/Curve Data Northing Easting PC 101+92.56 3015264.7867 815148.3156 (� ------------------------------------------------------------------------------- CC 3015470.4114 815605.1739 CURB TIE AND GRADING PLAN ------------------------------------------------------------------------------- PT 104+76.95 3015542.6609 815109.4109 �cfl Delta: 32-31-24 Type: RIGHT PART 1 OF 2 PI 100+00 3015089.5698 815228.1713 Radius: 501 .0000 DOC- 11-26-11 ryoN Length: 45.7212 Course: N 25-22-01 W Length: 284.3872 Tangent: 146.1388 \ /� / BEAVER ST Mid Ord- 20.0436 External: 20.8789 ------------------------------------------------------------------------------- Chord: 280.5845 Course: N 07-58-12 W O Horizontal Alignment Station and Curve Report. PI 100+45.72 3015130.8826 815208.5838 Es: 20.8789 \ /� / / Alignment: Beaver Street Length: 292.9808 Course: N 24-13-54 W \ / / #2027 �� Desc. Station Spiral/Curve Data Northing Easting Delta. 1-08-07 ------------------------------------------------------------------------------- MEET EXISTING ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- PI 106+55.38 3015719.2294 815135.1429 Tangent Data Length: 380.6367 Course: N 18-53-01 W R� /ry �`� T ------------------------------------------------------------------------------- 100+00 3015089.5698 815228.1713 Delta: 27-10-31 C-7 x9 �� /�"� / �\ PI 200+05.76 3015355.8920 815117.4380 100+45.72 3015130.8826 815208.5838 ------------------------------------------------------------------------------- 3 REVEAL S6, AL 3" REVE / Length. 84.6164 Course. S 84-53-59 W 23 0 / / Length: 45.7212 Course: N 25-22-01 W 104+76_g5angent Data 3015542.6609 815109.4109 QU 966�1 9 Ali ------------------------------------------------------------------------------- 105+83.84 3015648.4348 815124.8257 HOLD EXIST BACK OF ' / / PI 200+90.37 3015348.3695 815033.1567 PI 103+38.70 3015398.0496 815088.3361 106.8913 Course: N 08-17-30 E Length- SIDEWALK ELEVS AT / 3" REVEAL A A Length: 168.3008 Course: N 63-29-51 W g �' g Length: 324.5725 Course: N 08-17-30 E ------------------------------------------------------------------------- EXIST DOOR +63.89 OF Delta: 31-36-10 Delta: 32-31-24 Circular Curve Data Q 4 21.50' RT eF �/�/ ------------------------------------------------------------------------------- PC 105+83.84 3015648.4348 815124.8257 +63.74 � O Circular Curve Data Tangent Data CC 3015691.1212 814831.9198 4.00 7 . 8 ,L �o +93.07 / FF �• PC 200+05.76 3015355.8920 815117.4380 100+45.72 3015130.8826 815208.5838 PT 107+24.23 3015786.9212 815111.9883 \ ,�J ¢ x 35.19, RT �� CG 3015653.7081 815090.8568 101+92.56 3015264.7867 815148.3156 Delta: 27-10-31 Type: LEFT �`` / 6s 73 ' /S� �� PT 201+70.68 3015386.1284 814957.4321 Length: 146.8419 Course: N 24-13-54 W Radius: 296.0000 DOC- 19-21-24 �R) r gyp / 6 25 85 0�, S� Delta: 31-36-10 Type: RIGHT ------------------------------------------------------------------------------- Length: 140.3923 Tangent. 71.5424 � '1 Q +88.05 / +93.26 'q Radius: 299.0000 DOC: 19-09-45 0� �h / 2p Mid-Ord: 8.2845 External: 8.5231 �/ 34.91' RT 39.24' RT 2X3 Length: 164.9204 Tangent: 84.6164 Chord: 139.0801 Course: N 05-17-46 W //Oi 25 76' 25 77' 21 Mid-Ord: 11 .2988 External: 11.7426 Es: 8.5231 1 . +64 29 +89 77 Chord: 162.8377 Course: N 79-17-56 W EDGELINE CURVE DATA , 5 .4 S o 35.45' RT / 70.43' RT Es: 11.7426 CURVE NO. R L 0 T 16 00' �. � (MEET EXIST) PI 202+54.36 3015423.4715 814882.5417 C-1 450.00' 28.14' 03°34'59" 14.08' / -4 � +63.89 Tangent Data + C-3 5.00' 8.18' 93045'56" 5.34' #2 0 / 16.00 RT 201+70.68 3015386.1284 814957.4321 U ®C-4 507.00' 73.11' 08015'42" 36.62' + 25.85' C 8 26.3'a / +42.33 +39.31 202+54.36 3015423.4715 814882.5417 Length: 83.6844 Course: N 63-29-51 W C-5 10.00' 13.46' 77°08'24" 7.97' 29 84' P o +42.33 21 .50' RT 70.9$' RT C 16.00' RT 24.6' 20.9' C-6 315.00' 162.18' 29029'56" 82.93' + / \ N C-30 24.5' C-7 $.00' 11 .11' 79°34'30" 6.66' 44.04' I� ADJ STRUCTURE (TYP} LIMIT OF WORK P � � PROP DMH (TYP) C-8 283.00' 94.73' 19°10'45" 47.81' MEET EXISTING + PC C 6 �� / z C-9 30.00' 54.25' 103"36'12" 38.13' \ PROP CB (TYP) � / ° Lo C-10 517.00' 139.35' 15°26'36" 70.10' 49.46 C-28 / C-29 U \ + / o + LIMIT OF WORK 82.55 C-11 280.00' 132.81' 27"10'31" 67.68' / / +64 34 I +66.04 U 45.21' MEET EXISTING 6.98' / z w / U16.00, 16.00# a + LP STA 104+88.34 �/ / 07 C-12 312.00' 142.14' 02°15'07" 6.13' Cr I � SURVEY 36.73' + EL. 13.74' U � C-25 3.00' 4.62' 88°18'21" 2.91' �D© U 33.21' O <� SURVEY I \�\ TRAVERSE / C-26 3.00 4.83 92 16 3$ 3.12 TRAVERSE 2�, c47 , C-32 / 3" REVEAL / � PROP 2J0% �29 C'� 4.85' P / LIMIT OF WORK C-27 5.00' 7.53' 86014'02" 4.68' / h / CROWN C-9 5.92 / MEET EXISTING C-31 C-33 C-28 15.00' 5.49' 20°58'47" 2.78' r�� n� ,LINE I�' 6 , PRC 16 / C-29 15.00' 22.06' 84015'39" 13.57' co '�� STA 2Q0+25 :2:1] \ EL. 16.29 PRC p _ ROUE S .. �� I �� STA 200+25, 4.07' R \ � �, 17 PT AP - STREET C-30 1 Q.OQ 15.40 88 14 12 9.70 LIMIT OF WORK /o o "' a C-10 V) � A � - AP _ _ _ ' C-31 25.00' 34.41' 78052'19" 20.56' MEET EXISTING +91 .03 1 0.5% �0�5/ \ n� o (0 � 0 0 - - - - - - - 20.67 U +16.74 I - 3 _ \- - - - - - - _ + �•ca + N o PC C-32 162.00' 8.61' 03°02'43" 4.31' + ST �- - - 1 Q4+00 - + `'+ 105+ r a C-33 25.00' 30.80' 70°34'51" 17.69' 6 QQ� 6' o_ 16 Q� ,�03+pp ' 1 O0 L284.3g '\ _ PT 42 �+ o a PC , / 6 \ N 1� Co C-34 10.00, 11 .21' 64"12'00" 6.27' i C-5 R MEET EXIST + N '� +76'95 �� o NOg~ � a C-34 pRG ois) + MEET EXIST + r N 1 3 E + C-11 106+ + ��65 b0 N MEET EXIST \ AP + EL, 13.8f Q6.84 _ 0Q - _ R_296.00 Ln AP Ap + N PG _ +10.76 L=140.39 / \_ ,+83.84 ate,' a '> �-� C-26 /� co c� C-12 20.67' C-25 c9 �N NL - - k > P 2X C-4 + VA PG 2Q.5 ' _ 5.50' 5.15' -- AP AP P - p� - o(U:) /� 20.99' - ' + / / LP STA 104+75.00 - - ------ A. - _ C-27 G G 39.01' / / / EL. 13.68' - PG- � Pk925b PP P - - - - - .00.0 C-3 � + ` \ #2025 // / _ N05°45'57"W 7.Q8 #1 / 25.87 174.91' 13.67 2�C _ _/ + - 13.84 / /EL 15.0 / 15 '+ / // 39.30' / TC: 14.28 + MEET EXIST LIMIT OF WORK / / / / BC: 13.78 EL 14-06' 26.45' PROP CEM CONC WCR MEET EXISTING/ �/ / / 14.33 / O FL +' #7 MEET 28 GOODHUE ST MEET EXIST �O,�xO / � MEET EXIST+ GRADES) AREA UNDER 28 R E STREET ROADWAY CROSS SLOPES LEGEND rn � v' PG po. / 9- / CONSTRUCTION / A. C_1 2�9\r,F GOODHUE STREET/GROVE STREET WHEELCHAIR RAMP NUMBER �� / + #2Q26 MEET EXISTING AT GUTTER CROSS SLOPE LT. STA TO STA CROSS SLOPE RT. 1fl MEET EXIST +2.5% +/- 100+44.79 -5.0% +/- C-# CURVE NUMBER LIMIT OF WORK FTA 102+88.91 GOODHUE ST CONST (BACK) _ MATCH EXISTING LIMIT OF ROWY RECON MATCH EXISTING f MEET EXISTING I STA 102+88.91 GROVE ST CONST It (AHEAD) = -5.0% + - +2.5% TO +2% 100+44.79 TO 101 +00 NOTES: TRANSITION MATCH EXI TING STA 200+05.76 BEAVER ST CONST _ /_ 1 . UNLESS OTHERWISE NOTED, GRADES +2.0% 101 +00 TO 103+50 (MATCH EXISTING PROVIDED ARE AT 50' INCREMENTS. �00 / RET CURB AND SURVEY TRAVERSE DATA +2 0% 2. NORTH RIVER CANAL AREA SHALL BE MILLED TO 0.00% 103+50 TO 104+25 -5.0%+/- TO -4.0% AND OVERLAID AS SHOWN ON CONSTRUCTION C ` MEET EXIST CONC SIDEWALK TRANSITION TRANSITION POINT ELEVATION NORTHING EASTING DESCRIPTION PLAN SHEET 07. CROSS SLOPES AND GRADES FS&TDING.ND. O STA 7 14.29 3015206.7642 815182.8101 MAG NAIL SET +0.0% TO -1 .25% 104+25 TO 104+50 -4.0% oO LIMIT OF ROADWAY RECONSTRUCTION # (TRANSITION) SHOWN IN THIS AREA ARE APPROXIMATE. LG-423B #2026 14.03' 3015230.4268 815199.4732 PK NAIL SET -1 .25% TO -3.0% -4.0% TO -2.0% 20 0 20 40 S DES CHK STA #2 23.56' 3015332.4700 815013.2700 DH SET TRANSITION 104+50 TO 105+00* TRANSITION� GOODHUE STREET � STA 100+4�.79 2027 34.78' 3015436.1057 814894.2707 MAG NAIL SET -3.0% TO -2.0% -2.0% TO -3.0% # 105+00 TO 105+50 SCALE 1 " = 20' DR CHK N 3015130.0371 #2025 14.56 3015507.8607 815165.5824 PK NAIL SET TRANSITION TRANSITION EST CHK E -2.0% 105+50 TO 106+00 -3.0% TO -2.0% E 815208.9847 TRANSITION 1 1/7/15 ADDED SPOT GRADES AND SURVEY TIES JCM MEET EXISTING * SEE NOTE 2 JAS REQUESTED BY THE CONTRACTOR E NGINEE R IN CHARGE 71 REV. DATE j DESCRIPTION BY [McLaug-J] - April 17, 2015 - 11: 54am - T:\LG-423B Salem Grove St\Drawings\Grove St Curb Tie Grading.dwg [CTG 1] CONSTRUCTION UPDATE NO. 01 GROVE ST / HARMONY GROVE ROAD MASON ST GROVE ST (NORTH} SALEM GROVE STREET IMPROVEMENTS Horizontal Alignment Station and Curve Report. Horizontal Alignment Station and Curve Report. Horizontal Alignment Station and Curve Report. Q STATE FED. AID PROD. NO. SHEET TOTAL � Alignment: Grove Street / Harmony Grove Road Alignment: Mason Street Alignment: Grove Street(North) NO. SHEETS/ Desc. Station Spiral/Curve Data Northing Easting Desc. Station Spiral/Curve Data Northing Easting Desc. Station Spiral/Curve Data Northing Easting 7C 0 MASS. 15 53 ------------------------------------------------------------------------------- / ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- PI 106+55.38 3015719.2294 815135.1429 LIMIT OF ROADWAY RECONSTRUCTION / / CONTRACT NO, 0-20 Length: 380.6367 Course: N 18-53-01 W ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- CURB TIE AND GRADING PLAN Delta: 27-10-31 PI 300+00 3016023.3151 815021.7270 PI 400+00 3016104.5306 814938.7619 / �c�y �� ------------------------------------------------------------------------------- Length: 104.6837 Course: N 59-45-58 E Length: 35.9460 Course: N 12-59-03 E HARMONY GROVE ROAD STA 111 +81 .00 A_ PART 2 OF 2 Tangent Data N 3016140.8716 104+76.95 3015542.6609 815109.4109 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 105+83.84 3015648.4348 815124.8257 PI 301+04.68 3016076.0267 815112.1713 PI 400+35.95 3016139.5575 814946.8383 E 814860.8092 / Length- 106.8913 Course: N 08-17-30 E Length- 171.9584 Course: S 7447-33 E Length: 121.2316 Course- N 01-26-35 W MEET EXISTING ------------------------------------------------------------------------------- Delta: 45-26-29 Delta: 14-25-38 / o Circular Curve Data / - ---------------------------------- ry PC 105+83.84 3015648.4348 815124.8257 Circular Curve Data Circular Curve Data 0P CC 3015691.1212 814831.9198 PC 300+00 3016023.3151 815021.7270 PC 400+00 3016104.5306 814938.7619 / PT 107+24.23 3015786.9212 815111.9883 CC 3015807.3210 815147.6101 CC 3016168.3398 814662.0231 / Delta: 27-10-31 Type: LEFT PT 301+98.28 3016048.5664 815213.1892 PT 400+71 .51 3016175.4921 814945.9330 .-. Radius- 296.0000 DOC- 19-21-24 Delta- 45-26-29 Type: RIGHT Delta: 14-25-38 Type: LEFT _ Length: 140.3923 Tangent: 71.5424 Radius: 250.0000 DOC: 22-55-06 Radius: 284.0000 DOC: 20-10-28 / Mid-Ord: 8.2845 External: 8.5231 Length- 198.2761 Tangent: 104.6837 Length: 71 .5117 Tangent: 35.9460 / Chord: 139.0801 Course: N 05-17-46 W Mid-Ord: 19.4005 External: 21.0326 Mid-Ord: 2.2479 External: 2.2658 / / z Es: 8.5231 Chord: 193.1202 Course: N 82-29-13 E Chord: 71 .3229 Course: N 05-46-14 E / Es: 21.0326 Es: 2.2658 / � � � �- N � ------------------------------------------------------------------------- - -- Uj PI 110+33.33 3016079.3792 815011.9503 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 43 S4 O W L z x - Length- 262.3886 Course: N 67-51-39 W PI 302+65.55 3016030.9192 815278.1080 PI 401+56.80 3016260.7507 814943.7852 1600, / > T Delta: 48-58-38 Length: 67.2747 Course: S 61-12-43 E Length: 26.4554 Course: N 07-30-02 W Q / > CD - ------------------------------------------------------------------------------- Delta: 13-34-50 Delta: 6-03-27 / �39 r1 U_ � Tangent Data ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- HOLD BACK OF SIDEWALK LOCATION / X78 0 0 W W 107+24.23 3015786.9212 815111.9883 Circular Curve Data Tangent Data SIDEWALK WIDTH VARIES / �$1.)1 + + 0 L IJ 109+07.61 3015960.4316 815052.6374 PC 301+98.28 3016048.5664 815213.1892 400+71.51 3016175.4921 814945.93309A • r3, EL. 15.17 EL. 11.09 U) W _ Length: 183.3805 Course: N 18-53-01 W CC 3015503.3517 815064.9803 401+30.34 3016234.3036 814944.4514 Q ##6 - �A 11 ------------------------------------------------------------------------------- PT 303+32.19 3015998.5216 815337.0680 Length- 58.8302 Course: N 01-26-35 W 0+94.85 GROVE ST CONST �(BAGK) / - - - +41 41 Circular Curve Data Delta: 13-34-50 Type- RIGHT ----------------------------------- STA 110+94.85 HARMONY GROVE RD C-24 Yp -------------------------------------------- I 11.40' PC 109+07.61 3015960.4316 815052.6374 Radius: 565.0000 DOC- 10-08-27 Circular Curve Data I CONST k(AHEAD)= I PT AP C-23 C-22 CC 3015871.1046 814791.4925 Length: 133.9188 Tangent: 67.2747 PC 401+30.34 3016234.3036 814944.4514 �,� a' 4 AP ; 2 0° PCC o PT ' 401+83.20 PT 111+43.54 3016126.7554 814895.5052 Mid-Ord: 3.9631 External: 3.9911 CC 3016221.7115 814444.6100 STA 400+00.00 GROVE ST (NORTH) CONST L=71 1 o c\i �% Delta: 48-58-38 Type- LEFT � 4p � 51' + r a, a, PT �52 86- YP Chord: 133.6055 Course: S 68-00-08 E PT 401+83.20 3016286.9798 814940.3318 + - + M �401+00 58 S3� �i ri L= -0 �a R-284.OQ� _ +71.51 - - - - R=54Q.00' Radius: 276.0000 DOC: 20-45-34 Es: 3.9911 Delta: 06-03-27 Type: LEFT O - CONST _ w- fl N01°26'35"W Pt' Length: 235.9280 Tangent- 125.7138 Radius: 500.0000 DOC- 11-27-33 +50 o o 1 .0% ' a +30.34 ' Mid-Ord: 24.8278 External: 27.2820 ------------------------------------------------------------------------------- Length: 52.8616 Tangent: 26.4554 c co 0 1 , of ' g g EL. � C-20 14 + r C-21 � N+ Chord: 228.8102 Course: N 43-22-20 W PI 303+32.19 3015998.5216 815337.0680 Mid-Ord: 0.6984 External: 0.6994 PROP SWALE +25 / o PRC j AP Es: 27.2820 Chord: 52.8370 Course: N 04-28-19 W (SEE CROSS SECTIONS) EL. 23.79' +54.10 _ Es: 0.6994 9.00' X - - ---- - - PI 112+80.22 3016178.2624 814768.9073 _------------------------------------------------------------------------------ +00 6'O `' G ------------------------------------------------------------------------------- PI 401+83.20 3016286.9798 814940.3318 EL. 22.97' / Qnc- + Tangent Data + 116.34' RT 111+43.54 3016126.7554 814895.5052 +75 E L. 27.23' GROVE 112+80.22 3016178.2624 814768.9073 EL. 22.09' x C-19 Length: 136.6748 Course: N 67-51-39 W h�� 76,� 0� / 9.00 23.56' ��' .op, �G STREET �' (NORTH ) pd Fx C-18 SURVEY TRAVERSE I ►� O SURVEY TRAVERSE DATA �o� QGG �020, LEGEND POINT ELEVATION NORTHING EASTING DESCRIPTION C-13 0 oo� % STA #1 13.73' 3015681 .8900 815148.0100 PK NAIL SET / \ ,G _ FSTA 109+77.87 GROVE ST CONST �_� a WHEELCHAIR RAMP NUMBER I ETA #4 27.Og' 3016040.3400 815050.5200 STK NAIL SET PROP CB (TYP) / C-17 LSTA 300+00.00 MASON ST CONST It J I #6 32.99' 3016220.1410 814925.3710 MAG NAIL SET PROP MH (TYP) /� EL. 22.33' C-# CURVE NUMBER / ADJ STRUCTURE (TYP) .o / / 12 � � NOTES:�p9k C-14 i 1 . UNLESS OTHERWISE NOTED, GRADES PROP GUTTER INLET FL, 16,37'0 pG 6' 0 EPROVIDED ARE AT 50' INCREMENTS I I LP STA 106+78.0 / / • i '`0� 6 `r o 11 \ �,°�oFI z 3" REVEAL EL 13.36' / �` 1"� / i / Iz -k-OO, oL. 14.7Zp 30 �� EL. 16.85 +35 \A n / LU LIMIT OF WORK N�$ 5 �' / NI15 r oD z MEET EXISTING k00 / , �83 3$ / • EL. 22.73 I �� `� ROADWAY CROSS SLOPES z w V��sI� a1�'' GOODHU STREET/GROVESTR T oo / NS�i EL_ 15.12. / - m o `' E STREET G� I 1 CROSS SLOPE LT. STA TO STA CROSS SLOPE RT. ' � � � � 11.0015 I -2•0% 106+00 TO 107+00 -2.0% / 14"w 83 0 0) i 12�5 3 c{ PC PC !1 3 14 I ,� �o • -2.0% 107+00 TO 108+00 -2.0% TO +1 .0%TRAN SI TI ON/ w HOLD EXIST BACK OF I a o a 1p7+0 i P 4 2i / o -2.0% TO -6.1% 108+00 TO 109+35 +1 .0% TO +6.1 Co co a C-34 C-11 �- SIDEWALK ELEVS I TRANSITION TRANSITION + 106+00 (6 � ' o +87.22 _ 00 b L=140.39'R=296.00' 5.50' I -6•1% 109+35 TO 109+50 +6.1 % +63.24 EDGELINE CURVE DATA +6.1 % TO +6.0% +10.76 I -6.1% TO -6.0% a; o 4.50' CURVE NO. R L T I TRANSITION 109+50 TO 110+00 TRANSITION 00 � c-12 C-13 260.00' 222.25' 48058'38" 118.43' C-15 I -6.0% 110+00 TO 110+50 +6.0% AP ` I TRAVERSE I C-16 Q 0 V C-14 50.00' 87.01' 99°42'25" 59.28' �' +6.1 % TO +6.5% 4.50' G� o I -6 0% 110+50 TO 111+00 TRANSITION _ - �� C-15 239.00 80.94 19 24 10 40.86 I Z I #1 / s o .. I O I -6.0% 111 +00 TO 111 +50 +6.5% TO +2.0% C-16 261.00 119.09 26 08 37 60.6Q 7.Q8' v TRANSITION LP STA 106+78.0 PROP MH (TYP) C-17 60.00' 51.84' 49030'17" 27.66' 2•0% 0.1% -6.0% TO -3.5%+/-I 111+50 TO 111 +8100 +2.0% TO -1 .9%+/- TRANSITION . TRANSITION / O EL 13.36' C-18 100.00, 23.84' 13°39'25" 11.97' -3.5% + - 111+81 .00 -1 .9% + FS&T DWG.NU. / C-19 292.00' 30.37' 05°57'32" 15.20' MATCH EXI TING LIMIT OF RDWY RECON MATCH EXI TING LG-423B 0 / C-20 45.00' 44.57' 56045'12" 24.31' / C-21 300.00' 39.41' 07°31'37" 19.73' 0 I LI A41-F OF DES CHK / / / C-22 376.01 28.42' 04°19'48" 14.21' � I I WORK DR CHK �� 20 0 20 40 Q I F co MASON C-23 360.38' 30.57' 04°51'39" 15.30' S T R EST CHK I / C-24 10.00, 18.90' 108017108" 18.90' N MEET EET ST-A 3 1 1/7/15 ADDED SPOT GRADES AND SURVEY TIES JCM / SCALE 1 " = 20' o � / EXISTING 0 1+68.00 AS REQUESTED BY THE CONTRACTOR C-34 10.00 11 .21 64 12 0Q 6.27 rn ENGwEERINCHARGE / / �J n REV. DATE DESCRIPTION BY [McLaug-J] - April 17, 2015 - 11: 54am - T:\LG-423B Salem Grove St\Dra wings\Grove St Curb Tie Grading.dwg [CTG 2] CONSTRUCTION UPDATE NO. 01 SALEM �w v �l, = SHEET TOTAL STATE FED. AIDPROJ NO. NO. SHEETS DRAINAGE STRUCTURE DATA ' ��°" � � ° / <v � `�'u \ �T/°N / �_�°� 41 o /^� �/ L�- m �� (sv�� / MASS. 16 53 NO TYPE STATION RIM ELEV INV ELEV IN INV ELEV OUT REMARKS _\ o �o� �o / CONTRACT NO Q20 1O CB 202+00 15.5 RT 29.70 25.7 \\ S O 1 . do A No 0 Fi /�� , ° ��00 1/ DRAINAGE AND UTILITY 2 201 +78 14.3' RT 27.56 23.90 -- ��nryRO ss'°F �� / PLAN PART 1 OF 2 O DMH AN EXIST DMH r,Q TtirRgFr \ SST / 3 201 +14 5.8 LT 23.28 15.9 F c (ro o O DMH ADJ EXIST DMH ey pN°� ® DMH 201 +13 13.8' RT 22.18 16.0 16.0 Q oo°lpgT, \ Aq�F N�,qDJ SMHhzc \ S8 RET E S ri Q / 'I'p 0 N/F 1g O5 SHALLOW CBCI 200+75 16.0 RT 19.17 -- 16.17 sT `ii r� titi \ epoKMgRK �oT o VII CO ' © kk SHALLOW CBCI 104+75 18.5 RT 13.68 9.7 -- CO NECT EXIST PIP sr M 119 PV P�cEsON NOT USED a o �, �� Iwo, f, w �, ti� SST epo Mq 6 40 \ 7 ° A❑ D MH c„ \ °�y h /ory co �' °R�,,Fk 2s w o38o T g DMH 104+83 7.6' LT 14.03 9.6 -- ADJ EXIST DMH RE PIPES �a? � /v _ 41441 o o29 0 NOT USED �°�o= °=�� I `" / °�ti''`�° �m �' ADJ GG �QF / 10 SHALLOW CB 104+88 16.6' LT 13.75 10.7 PROP 8 FT-12"�� Q o 11 CBCI 105+59 16.0 LT 13.79 -- -- CONNECT EXIST PIPE CL SS V RCP, �' O2 CB 105+45 20.4 RT 13.76 -- -- CONNECT EXIST PIPE o= „ Q� 1 M / 3 CB 106+15 16.0' RT 13.51 -- -- ° � �j �I � � \ °'� REM oQ�� G S�'� � � O CONNECT EXIST PIPE Q 1z o Q / 2 XIST CB �2X ® CB 106+29 16.0 LT 13.44 -- -- CONNECT EXIST PIPE v z� / 2 �� PROP DRAIN MH (TYP) PROP 16 FT-1 2" RCP 41 RET / A MPROJECT MANAGEMENT RET EXIST UP BOOK 25,700 PAGE 109 �a / v \ 3� 4 \ ABAN EXIST CB i/ AN❑ PIPE PROP GAS (BO) \ °? #64 + STORY MASONRY PROP 32 FT-12" CLASS V RCP ��/ ��Q�''� y RET EXIST / / P° \ I 12"RCP \ �; HYDRANT // REM UP (BO) ICU - CAUTION 1=\4.6 I10. %P RET / / 10 o / �•' 10'RCP - DANGEROUS -L � O / ' / / \ o BIT CONC (ADJ) ��, \G INTERSECTION PROP 13 FT-12�� z / / / we �9 c AHEAD / / / CLASS V RCP ' o // J�o n �► / REM EXIST CB / // / // / F- c, I w Q J / �� SUGGESTED UP / ' SUGGESTED UP / PROP 8"X12" TAPPING 3MH(R) o x PROP HY❑ / o m►1 J p� LOCATION BO / /' ' \ ( } / / LOCATION (BO SLEEVE, VALVE AND BOX a PROP 20 FT-6" DI PIPE 1 'Q� � / � / 0 O� °vp ��g PROP 6X12 TAPPIN MAP 16 LOT 0237 / -4- w�R=16.,. N J ♦� _ 3 / / / REM UP (BO} / N/F MRM PROJECT MANAGEMENT 3 / SLEEVE, VALVE AND Bg 1 ADJ ♦ cR CONStR� rt/W GROVE j R O \�//E / BooK 25,70o PAGE 109 I P ' _ / / PROP 25' - 6" DIP / � I�� \ Q // TREE T2-12"D PROP HY❑ ADJUST MONITORING WELL / U I �� / ADJ WG (4) / rgdJ 3? - TIN �' RED �I _ WG i5s o / / � WG R=15.35 " (AD,� (AD �L - / -^` -Br�IV �\ �� N�14,38 14.72 `� 8 C � - W= .5 _ '�G 15 3 _yam - 24- `-H RET 24"VCP w -_�- / p� L-2�_�� ' R �� \DJ we H ro oCP RET R_H A�J} P LP#� R-12.97 B I / oNsT 'LGJ�� R=15.28 104+00 SMH EeL W �� 14 VCP ' i_62 03+00 T:i R (ADJ) R=14.49 �,� R I_6 / �q 11 Tow=�o.a OGP y� erg /1� N P 7-S(% SESQ �- / - �- N 0$° �= i, TFA f_L I:- 11 24"VCP H 13 / c i � R � � � � � � �Jr�� _ S=8.3 �� l �C 14 - I (ADS 106. RET 9 15 R 5�° �RET� �� - � ♦♦ �M - \� SMH tRET)+83.84 ��2 T,� G , _ - ♦ 6 RJR} R-13 5 R 14.02 �� _Qf BUJ) = 63 - r � (� ♦♦ � �to � PLt-tLATE RET e- /J\ a cuRe S " 1=7.1 _ gyp-((RE (RET} T } i / GG NGtA�,� \ S HM R) � _ - - - - - -I _ � o12 J = .3 =�75 � i - ( _ 0000 Ap'� CONS\UCTION - _ _ _ - - I �R.�3,� J SMH M - ,S �QP �i k �/ / UNDER _ _ NPV / MHR , RET - S ` ♦ AREA _ - DEBRIS®10. N CONC (R y oc ♦ _ p�P _ _ ADJ SMH (4)� RB13.5o o siNG / ♦ I SMH PRO pt/NC /� - d� ` � \ OU�oP�\ON I RA 1 .15/ SMH sIDELI ��CA N "LINE B - - � NO ACC GQ� QG �, \ RE�E F I SMH3 5 OCCUPATION ° ILG,QN ARKIN�' 5� \ �`� / c 1�5j > \ coNc // (S DH o �� 13.27 o' f' - `ZDc/ y / I s NPV LO 10 OF / I / / TOW=10.7 ADJ GG / IDELI / PROP S.E.S.D. 1939 \ � RET / / i I / 3 BO / L ADJ WG (4) \ �G � \ f MAP 1\RCANAL, 0372 I / / / GAS VAULT ( ) ( ) N/F NORTH LLC / (BO) TOW=8.6NPV ADJSMHBOOK 22AGE 393 I / / SUMP=-3.3 0 �1 / \ / / \ I / REM EXIST PIPE oa / O 3 1/2 STOR\ PROP DEEP SUMP CB (TYP) / /m (�� WOOD FRAME I / 1�Pa UNDER CONSTRUCTI\ �P��O FsTA 102+88.91 GOODHUE ST CONST (BACK) � "� / / MEN \\ ESE F°�N - � STA 102+88.91 GROVE ST CONST III AHEAD STA 200+05.76 BEAVER ST CONST �ooko0 6„D \ \ NOTES: o / a PROP GAS (BO) 1 . FOR LEGEND AND GENERAL NOTES, SEE SHEET NO 02. FS&TDING.ND. OO LIMIT OF ROADWAY RECONSTRUCTION 2. THE INVERTS SHOWN ARE PROPOSED AND FOR BIDDING LG-423B PURPOSES ONLY. ACTUAL INVERT ELEVATIONS SHALL BE DES CHK S GOODHUE STREET It STA 100+44.79 CONFIRMED IN THE FIELD. DR CHK N 301 51 30.0371 03°° a5��°N �� ,\ 20 0 20 40 3. ALL PROPOSED CATCH BASINS SHALL BE DEEP SUMP (4 FEET). EST CHK E 815208.9847 MP Nv�°RPP P��2 \\ _ 4. DURING CONSTRUCTION, SILT SACKS SHALL BE USED ON G°00 9�q.8 �E \ SCALE 1 20' EXISTING AND PROPOSED CATCH BASINS WITHIN PROJECTLL 1 1/7/15 ELIMINATED STRUCTURE N0. 7 AND PIPE JCM MEET EXISTING EM \ ENGINEERINCHARGE <aL `\O 1 LIMITS. REV, DATE DESCRIPTION BY [McLaug-J] - April 17, 2015 - 11: 54am - T:\LG-423B Salem Grove St\Drawings\Grove St Drain Util Plan.dwg [Drain Util 011 CONSTRUCTION UPDATE NO. 01 SALEM CEMETERY / GROVE STREET IMPROVEMENTS MAP 16 LOT 0377 / �i SHEET TOTAL F . / N/F HARMONY GROVE CROP STATE ED AIDPROJ NO./ / �Q NO. SHEETS BOOK 1982 PAGE 180 / MASS. 17 53 �/ / . LIMIT OF ROADWAY RECONSTRUCTION CONTRACT NO 0-20 DRAINAGE STRUCTURE DATA / HARMONY GROVE ROAD STA 111 +81 .00 / / °�/� o DRAINAGE AND UTILITY PLAN � � NO TYPE STATION RIM ELEV INV ELEV IN INV ELEV OUT REMARKS / / / N 3016140.8716 _�/ PART 2 OF 2 5 GUTTER INLET 106+78 16.0' LT 13.26 -- 10.2 E 814860.8092 o O � MEET EXISTING ® DMH 107+03 14.9 LT 13.34 9.3 -- CONNECT EXIST PIPES o o � m 7 SHALLOW CB 106+78 O 16.0' RT 13.26 -- 10.2 ® DMH 107+14 15' RT 13.39 10.1 10.1 / \� a 7/ O / 19 DMH 106+96 9.5' LT 13.42 9.9 -- ADJ EXIST DMH �0 SHALLOW CBCI 108+33 16.0' LT 15.72 - 12.7 / / �� / cD�� HARMONY GROVE CEMETERY O21 DMH 108+38 11 .0' LT 16.00 12.5 -- CONNECT EXIST PIPES / / MAP 16 LOT 0VE O / / N/F HARMONY GROVE CORP z 2 CBCI 108+74 16.0' LT 17.29 -- -- CONNECT EXIST PIPES / Z BOOK 562 PAGE 112 CD O � w N �3 CBCI 300+55 17.0' RT 26.62 -- 22.6 / ,� / (� LLJ � Z O I- ® DMH 300+52 1 .0' RT 26.76 22.5 -- CONNECT EXIST PIPES / �� F- U) SUGGESTED UP ` � / (n CD�5 SHALLOW CBCI 301 +00 11 .0' RT 29.69 -- 26.7 LOCATION (BO) ti`' LJJ W © DMH 300+94 7.4' LT 29.37 25.3 E __ / / 0(0 PROP GAS �- O I- ~ 25.3E REM UP (BO) / � � � �_ - NPV {� tfl p JP/LP#3032 - U SRW DEB (BO) p STUMP G SHALLOW CB 301 +00 11 .0 LT 29.69 -- 26.7 STOP / / / / s' � DEBRIS®25.8 20"sruMP 0 ARMONY GROVE RD / a ® CB 400+59 16.9' LT 29.19 -- -- CONNECT EXIST PIPES FS ROVE ST / / I 24"D STUMP S _ STA 110+94.85 GROVE ST CONST (BACK)= / / _ _ 4'cLF - - W Bc / / I STA 110+94.85 HARMONY GROVE RD o u / STOP BOW RET STOP AH AD / / ICONST (AHEAD)= < o s �x9 / / uP/Lp#= - _ uP#77 .STA 400+0000 GROVE ST NORTH CONST / / 4 71 .51 BIT + 0 N0 E �� r, - - _ + _ _ 401 00 Na1°26_35"�_ AFL-g= 54�� 2a.7 12 �� -284.00'-I CONST 58.83' -0 V� _ _ 1_28.6 PROP 4" I�QC CAP �V��G ,�� , \��Q� �/ n�� RET _ =�z�vcQ �c�-- - � U / P / MAP 16 LOT 0238 I / N/F 50 GROVE ST. REAL ESTATE, LLC AND REBAR LOCATOR �� sir �P 5� Qom_ STREET coNc WALK Z LCC 74834 PROP 28 FT-4 PVC CO�b° o$ H 4 aiT MNR O co )P- O� / I�� R �0 BIT CONC_ SfZW/4'CLF / v / Q 4 ,g/ L WOODED Z F- / / / �P' �� 26. "wo-ft -i \ 0 (n / o / \\,�\\\ QX1MACE RET I o z Of- <� R,23 / \\� » APPR LION I a / / 3 STORY BRICK zo METAL �4j. O� ,\� LQCA INE' 22.29 GRATE � � _,E, 0��1� � / \\ \� OF SIDEI' CTI o � �Z) / `�Or°�Q� Q`\ � UP/ \/ �� DTI o m ADJ MH (3) I ➢w J 67 \ / \\ CAUTION ADJ WG (3) / ��S / � z �� [SEE DRAIN CONNECTION ��' ��/t� �ABRN) ��\\ HIDDEN DRIVE RET HY❑ gGW o� '�/ o� _ =yo \ \� STOP DETAIL, SHEET 34) ORET UP P j� / P� I- TQ � MACK PARK / / / � / � � /\\, MAP 16 LOT 0333 REM UP N/F CITY OF SALEM PROP 3 FT - PROP DMH (TYP / P\ PN�/ �� / �\ \\ BO) / 12 CLASS V RCP /21 / �, R�c /AoNBAN EXIST CB AND PIPE / q 5 �,# \� � A REM UP (BO) / / / PROP we / ��6 \ �\\ ,�\\\ �� GAS (BO) O� 6� ADJ MH ��s oP \ PROP 20 FT- / SUGGESTED UP <v7 KEN / A, P \ \ \ I / SUGGESTED UP LOCATION (BO) 12" CLASS V RCP / LOCATION (BO) OO �NO PPR �P�� Q� // i / �� tao 8 GR J� %C� 6,9� JO \ V� �� PLANTED6P, ' 0 \ D \ \ STATIONL I '1 , �p� I r \\ STK/NAIL SET / PROP 8"X12" TAPPING M"1'�> o �3g / / RB `/ R� �sa2 WG ° I _ _ ♦ N 3016040.34 �� DMN R� uP # P Gv / / / R� QJ1 p�=20.80 ��_ Lz� / v Y E 815050.52 SLEEVE, VALVE AND BOX / �m REM W g,8 sM 1�06 20 �� / c j / �iQF�,I � /dl 3�\ o�q� FNTFOT \� p� I ELEV=27.09 / MAP 16 LOT 0237 I / / / UP (BO)�Ow--g.S / . / '°!� __ C(i �'c�� 24 \ �° RET) / N/F MRM PROJECT MANAGEMENT / �� = REM CB / �c� �01�/\ R Re I / \ tR, G °53 V�Bgv') OW=15.3 GUY WIRE / BOOK 25,700 PAGE 109 PROP / / / 8'0 / /24 R / N1 j �� / / SILT@14.9 '� \ uP/LP#1465 PROP 25' - 6" DIP I GUTTER // UP 773 oL / c� J� / /tip / �g3 3 -, . ` Rq A 23 ��` E I STOP AHEAD PROP HYD # / P`p 9 / 26 N C l• �� \ NO PARKING I INLET STOP �PpJN�-R� c� �,Q �� ti � w w ADJ WG 3 / G G V �'" APPRU ' \�T � O wl z THIS SIDE OF STREET RET I loo, ND s \ 01 i- w a'w x IF I \_ a � Fs 109+77.87 GROVE ST CONST s - - - - - - 73-- G cl�Fl I�IF /\ N I �REBAR � IS TA 300+00.00 MASON ST CONST I 7 6 / i C� R> / GRAN I L J P LP#22/, B QrJ�� / / / / FND STEPS \ D� - Q O TOW=104 CONVERT CB TO MH / �� M REMODEL DMH P 8 e� 14 L CASWG \ (� , // / � / "LINE BY OCCUPATION" �� \ - o ADJ SMH - I 72 9 15 RC ,. D / �R, �- / �� PROP 12 FT-12 CLASS V RCP +83.84�0+ _ _ �,� to �2 y / Q MAP 16 LOT 0366 1 PROP 3 FT-12" RCP CLASS V G 63 -� / L 3�v`� � ��6 4 / OF / MAP 16 LOT 0367 N/F ZYGMUNT & EMILIA JANKOWSKI ' 25 II A I I 27 �3.6 - 1Qj =V N/F RWD HOLDINGS, LLC BOOK 5147 PAGE 759 � I O �RET RET 4 J� P R= ROX L / O V V� BOOK 21,D10 PAGE 597 / \ �cu ( } a��wTR } - �� s '�l / 5. 5 �j G� �, / -13,75 � ¢ NOTES: M - _� ADJ GG S� RET =13.s G 'sD.R �13 PROP 15 FT-1 2" CLASS V RCP _ Y R S. NER CO�� 2 �PQJI (3) L / \ 1 . FOR LEGEND AND GENERAL NOTES, SEE SHEET NO 02. CB �N GJ MAP 16 LOT 036� R 13.50 0 SING N/F P-MAC 28 E Ar.r. �ocAj BooK 17,434 PAGE 6 iej2. THE INVERTS SHOWN ARE PROPOSED AND FOR BIDDING - - - _ �ioE'�N PROP 27 FT - 10" DIP / o I II u I I �� PURPOSES ONLY. ACTUAL INVERT ELEVATIONS SHALL BE PROP 0 10 OF i REM EXIST CB / / ;o 110 �\ CONFIRMED IN THE FIELD. GAS / (DELI / REM UP (BO) / \� (ADJ BO) I < U I I \ \ / / / R=33.18 GG 3 (BO) / L J Q SUGGESTED UP / N I \� 3. ALL PROPOSED CATCH BASINS SHALL BE DEEP SUMP (4 FEET). ADJ SMH LOCATION (BO) / (ADJ) a FSSTDwG.ND. PROP 34 FT - = I I 4. DURING CONSTRUCTION, SILT SACKS SHALL BE USED ON ALL / / 12" CLASS V RCP I I EXISTING AND PROPOSED CATCH BASINS WITHIN PROJECT LG-423B O o / LIJ � 12"D 3 � , / o Q u � � LIMITS. DES CHK /� PROP DEEP / / C� �U A m LIMIT OF SUMP CB (TYP) ov ' I �A31o4N9 WORK DR CHK \" N 20 0 20 40 ~ CW Q� I HIDDEN DRIVE M EST CHK / /�� / II \\ SPEED LIMIT 20 ASON STREET / ;w\ NO PARKING TH MEET STA 3 SCALE 1 ' = 20' a N I SIDE OF STREET EXISTING 01+6g.46 24 D M I \\Ltj. ENGINEERINCHARGE [McLaug_J] - April 17, 2015 - 11:55am - T:\LG-423B Salem Grove St\Drawings\Grove St Drain Util Plan.dwg [Drain Util 02] SALEM GROVE STREET IMPROVEMENTS SHEET TOTAL STATE FED. AID PROD. NO. NO SHEETS MASS 18 53 PAVEMENT MARKINGS PLAN ABBREVIATIONS CONTRACT NO. Q-20 SL STOP LINE, 12" WHITE LINE (SEE DETAIL BELOW) TRAFFIC LEGEND THE FOLLOWING LABELS MAY BE USED TO DENOTE EXISTING CONDITIONS CW CROSSWALK, 12" WHITE LINES (SEE DETAIL BELOW) OR PROPOSED CHANGES TO EXISTING CONDITIONS: AND ABBREVIATIONS SWLL SOLID WHITE LANE LINE-4" (EXIST) EXISTING SWEL SOLID WHITE EDGE LINE-4" (MOD) MODIFY BWLL BROKEN WHITE LANE LINE-4", (10' LANE LINE, 30' SPACE) (REM) REMOVE DYCL DOUBLE YELLOW CENTER LINE-2-4" LINES (R8R) REMOVE AND RESET SYEL SOLID YELLOW EDGE LINE-4" (R86) REMOVE AND STACK DWLL DOTTED WHITE LANE LINE-4", (3' LINE, 9' SPACE) (R8D) REMOVE AND DISCARD WTL WHITE TRANSVERSE LINE-6", (45° ANGLE) (ABAN) TO BE ABANDONED (ADJ) ADJUST TO GRADE (NIC) NOT IN CONTRACT (PROP) PROPOSED (RET) RETAIN EDGE OF SWEL PAVEMENT (PBS) PRINT BOTH SIDES 0 I 10' 4' 1 ' o Qo CN J (n O I 5 0" CROSSWALK AND STOP LINE BIKE LANE MARKINGS TYPICAL DETAIL (N.T.S.) NOT TO SCALE EXISTING SIGNS -u-- GROUND MOUNTED SINGLE POST SUPPORT -TT-C-- GROUND MOUNTED DOUBLE POST SUPPORT PROPOSED SIGNS -w- GROUND MOUNTED SINGLE POST SUPPORT -W-9- GROUND MOUNTED DOUBLE POST SUPPORT EXISTING DIRECTION OF FLOW <� PROPOSED DIRECTION OF FLOW FS&T DWG.NO. LG-423B DES SEB CHK ATC DR SEB CHK ATC EST - CHK - ENGINEER IN CHARGE [McLaug—J] — April 17, 2015 — 11: 55am — T: \LG-423B Salem Grove St\Drawings\Grove St Traffic Legend.dwg [TRAFFIC LEGEND] ' SALEM \ GROVE STREET IMPROVEMENTS / STATE FED. AID PROD. SHEET TOTAL NO. NO. SHEETS \ / MASS 19 53 777\ / CONTRACT NO. 0-20 SIGN AND PAVEMENT ' MARKING PLAN / PART 1 OF 5 OA\ \ ` \ `"� k��• \off o� �� R7-1 R PQe a c R6-1 R CJ R3-2 oG \ ` GOG oNc / / R6-1 L R3-1 / R3-17 F O0N�P�\� / \ / p �66 REB PR ooN�R \ � \ / \ C `� R6-1 L / R3-1 GO OOVA R7-9a � I CONTINUED ON I DO NOT ENTER \ SHEET NO. 20 (REM) \ d) / 5 \ / \ \ / � \ \ I R3-17 \ BEGIN PROJECT \ GROVE STREET STA 97+34. 19 \ N 3014853.6881 \ \ e E 815350.0178 \ FS&T DWG.NO. j L G-423B O \ DES SEB CHK ATC � \ \ 20 0 20 40 DR SEB CHK ATC S \ \ T EST - CHK - 1 \ SCALE 1 " = 20' \ ENGINEER IN CHARGE [McLaug—J] — April 17, 2015 — 11: 55am — T: \LG-423B Salem Grove St\Drawings\Grove St Sign & Pavement Marking Plan.dwg [Sht 01] SALEM GROVE STREET IMPROVEMENTS SHEET TOTAL STATE FED. AID PROD. NO. NO. SHEETS MASS. 20 53 \ \ \ qT/o 000 �_� / IN, NO. Q 20 OI N / S� v SIGN AND PAVEMENT S MARKING PLAN PART 2 OF 5 C cy 0 ey° \ aN A� c c UAgT \ � FMFtiT O � / \ LL CO DDST > 441 / °RISE 0 4- / NO PARKING / / EITHER SIDE (RET) c R7-1R O � M m R7-1 HANDICAP PARKING � o� � o Q� \ / / 44)� / / ONLY (REM) `o z� �� o� A, / V / C(N o� / 4F / C \ C v NO PARKING HERE \ TO CORNER (REM) / TCH BEAVER ST (REM) P R3-17 / / PEDESTRIAN WARNING (REM) / 0�1 9 FT X 19 FT LEFT ARROW (REM) / JQN- / \ PARKING STALLS (TYP) / / o0o Q SWEL (TYP) / 4FT X 19 FT / WTL (TYP) / 00 R3-17 R3-17bP /f lID #64 + 2G, 1 STORY MASONRY O / v O J c oov I ( / �� U J BIT CONIC ov p I CAUTION DANGEROUS �o / J�� I INTERSECTION AHEAD (REM) R1-1 D3-1-2 — R1-3P I D3-1-4 / CONTINUED ON 1-1 J � R1R-3P AREA �NDe\Co�sr �HEET NO. 2� SL CW RUCr/oN / � GROVE N CONC F NG � STREET i MHR I � � OOTI G' a R6-1(PBS) \� S�F4SWLL (584') �n vG R3-5R I �� r�3}-11 U' t j — DYCL (582' / 8(71i' — — — — — - — — ,AFL OJ , — — — ) cc I CONTINUED ON DO NOT ENTER �o� / °� o^� R7-1 R I +00 j 104+Qa / 1Q5+pp G �dcP\ G 1 e 1� ( ') P7- SHEET NO. 19 �� ` SWLL 615 — — (REM) P�� ° +83.84 106+00 O` ,��`� R6-1 RR3-2 n� o¢ 4 ;g CONSTRUCTION W / Q M to R3-17 gppN coNC FOOTi _ 6 \G� P�� N� d� N�P��ON / OP S/f NE0c',TIpN _ — �o�� / / Foy occu- R7-9a CA Rox' J / e D3-1-2 �. 5��/ \/ ��. �061 - � D3-1-5 / � a R15-1 siD E' P r QNj S� / � � R1 1 R3-5L In�G/ % R1-3P R6-1(PBS) R5-1 / / / RAILROAD CROSSING (REM) / 3 1/2 STORY / R6-1 L WOOD FRAME / N/ i0 CREME R3-1 UNDER CONSTRUCTION / G / R3-17 FS&T DWG.NO. `O ^' / / Q R6-1 L / / G' LG-423B / 0� � � 'C R3-1 6 0 � OOx� DES SEB CHK ATC DR SEB CHK ATC \ 20 0 20 40 /EST OO \ CHK / G O R7-9a SCALE 1 " = 20' / ENGINEER IN CHARGE [McLaug—J] — April 17, 2015 — 11: 55am — T: \LG-423B Salem Grove St\Drawings\Grove St Sign & Pavement Marking Plan.dwg [Sht 02] SALEM GROVE STREET IMPROVEMENTS I cONTINUED ON SHEET TOTAL SHEET NO. 2� / STATE FED. AID PROD. NO. NO SHEETS WTL MASS 21 53 / CONTRACT NO. Q-20 SIGN AND PAVEMENT / MARKING PLAN PART 3 OF 5 Q J lk CO p � O z N CO / W 00 R 1-1 W4-4bP LL CO �, �wSTREET � � � D3-1-1 GROVE - °0 / Q ° D3-1-2 / ° R3-17 ( NORTH ) J °�' a / J ` / C7 sRi� STOP (REM} STOP (REM} C�/i � � � R1-1 20"sruMP a STUMP a STUMP HARMONY GROVE RD (REM) / 0 O= s GROVE ST(REM} W4-4P �24"D STUMP _ GRA 4'CLF gC IJ BCW S � OY--, c O �P GR+ ASS .208C GRASS T u 401 _ Z � SWEL (115`) BIT CONC PAVEMENT / 401+00 CONST — -° 4 +Op DYCL (117') W3-1 STOP AHEAD SWEL (43') r GRE%'a / R9-6 �' BST CONC \NALK MN Q�v BIT CONC SRW/4'-LF R P' D3-1-2 � — � — HOODED D3-1-3 :1 7j, \\\� n LLJ > <V #f50 o METAL Q'L� `s \\ \\�\\\ AP ocp\ NE„ 3 STORY BRICK 22 GRATE \ / zo W U GoN P�G a \ CAUTION HIDDEN MHR DRIVE (REM)MHR / o \\ � STOP (REM) R3-17 �j J \� . !\ STOP (REM) / CONG P PRK\NO STOP AHEAD (REM) �'� ARE a, 1� PLANTED c� R1-1 / DANGEROUS INTERSECTION AHEAD (REM) / c�Re / / � W4-4P NO PARKING THIS SIDE OF STREET (REM) / / R7 9a R15-1 / RAILROAD CONTINUED� — — ON I CROSSING (REM} I 3 F SN40L��a SHEET NO. 20 0- 01�5$Zi / o az w STOP AHEAD (REM) z NO PARKING THIS OCATI N SR 1 j o Q o SIDE OF STREET (REM) LOCATION � r �' Nsi F VwV 4'WI F m I U SIDELINE' _ Ics) I a- Jo LL C!� N e � k24,�3 / / R1-1 / /HARKINS SQUARE sRE 1 � � < o i 7 / W4-4bP / (R&R) r F — / —"LINE BY OCCUPATION' 3 0 C + v / — +$8.84 106+9q / /F c�� P�c �" a� �� DO NOT ENTER �� °'' o :zz _ o (REM) I PpPROX' OG `� A, / / R8-3 O 4 / \ Cn _ �` � 1, 10' 10' f 1 �7 , E \<, R&R I ARKING "APPRox. / s10 PRIVATE SIGN // , oQ z % CAUTION HIDDEN DRIVE (RET) LOCA 4 / 0 / SIDELINE" �J / / / �) U \\� SPEED LIMIT 20 (RET) \� NO PARKING THIS SIDE OF STREET (RET) FS&T DWG.NO. 0 LG-423B / 0 Z 1 "D � DES SEB cHK ATC o IIVII T OF WQ / 2 / /� o z RK 0 0 20 40 DR SEB cHK ATC �� C Q8 MASON v STREET EST - CHK - / � � �� /\\% MEET S TA 3 / SCALE 1 " = 20' ? a T EXISTING 0 1+68 40 5\ / 24'D ENGINEER IN CHARGE [McLaug—J] — April 17, 2015 — 11: 55am — T: \LG-423B Salem Grove St\Drawings\Grove St Sign & Pavement Marking Plan.dwg [Sht 03] SALEM GROVE STREET IMPROVEMENTS SHEET TOTAL STATE FED. AID PROD. NO. NO. SHEETS MASS 22 53 CONTRACT NO. 0-20 SIGN AND PAVEMENT CONTINUED ONMARKING PLAN �HEET NO. 21 PART 4 OF 5 F ONTINUED-1 BELOW 3'CLF "APPROXIMATE LOCATION OF SIDELINE"- ` �cR�� — _ R3-17 — — — WTL 112+8022 713+oo SWEL (1605') 118+00— — _ SWILL 1 117+00 L DYCL (2,114'} 114+00 r `� — — — — — _ _ 116+00 — — GRASS 115+00 CONST EL — SWILL 2 — 4"9� _ — ( ,073'} r Cry — — — — 4,Pz _ SWEL (2,072,) - 8 — " "APPRO � - - XIMATE LOCATION _ OF SIDELINE" - - - - HARMONY GROVE ROAD WTL R3-17 R3-17 WTL � SWEL (1605') SWILL (1 ,605') _ N 123+00 124+00 125+00 119+00 120+00 121+00 122+00 DYCL (2,114 } — — —CaNST — — — — — _ — — — — — SWLL (2,073') ic� --� SWEL (2,072') V _ WTL HARMONY GROVE ROAD _ _ R3-17 I CONTINUED ON F-C I ONTINUED� ABOVE L! NO. 2� FS&T DWG.NO. L G-423B DES SEB CHK ATC DR SEg CHK ATC 20 0 20 40 EST CHK SCALE 1 " = 20' ENGINEER IN CHARGE [McLaug—J] — April 17, 2015 — 11: 56am — T: \LG-423B Salem Grove St\Drawings\Grove St Sign & Pavement Marking Plan.dwg [Sht 04] SALEM GROVE STREET IMPROVEMENTS SHEET TOTAL STATE FED. AID PROD. NO. NO. SHEETS MASS 23 53 CONTRACT NO. 0-20 SIGN AND PAVEMENT MARKING PLAN PART 5OF5 — WTL — PE 128+00 — R3-17 _ SW EL Q CONTINUED— — O� _ _ SHILL�1,005) ►`' 127+00 — — ��29�pp I SHEET NO. 22 2114} - - � 126+00 - - N — � — - - - S�LL (2,073� _ _ - - � — _ _ ST \ \ �CONTINUED� SwEL (2,072} _ R 0 AD - •� C � � BELOW � , � � VA ARM GR Sw O R3-17 WTL 737+00 END PROJECT GROVE ST REST � STA 132+43.3`� N 3016901 ,7707 - 812992.7821 CONTINUED � E ABOVE _ PEABODY C.L. _ — R3-17 WTL r N CJ1 � 131+0Q SWILL (523') 132+50 DYCL (2,114'1 132+00 _p SWLL (2,073') CONST SWLL �4S) - c — — SWEL (2,072') HAR MONY GROVE ROAD R3-17 R3-17bP FS&T DWG.NO. L G-423B DES SEB CHK ATC DR SEg CHK ATC 20 0 20 40 EST - CHK SCALE 1 " = 20' ENGINEER IN CHARGE [McLaug—J] — April 17, 2015 — 11: 56am — T: \LG-423B Salem Grove St\Drawings\Grove St Sign & Pavement Marking Plan.dwg [Sht 05] NOTES: SALEM 1 . ALL STOP AND YIELD SIGNS PROPOSED IN THIS CONTRACT ARE SUBJECT TO FIELD GROVE STREET IMPROVEMENTS INVESTIGATION BY THE DISTRICT OFFICE OF THE MASSACHUSETTS DEPARTMENT OF NOTE: SHEET TOTAL TRANSPORTATION TO JUSTIFY WARRANTS BEFORE INSTALLATION. NUMERICAL LIMITS AND SUPER HIGH INTENSITY UNMETALIZED MICROPRISMATIC ELEMENT STATE FED. AIDPROJ. NO. NO SHEETS JUSTIFICATION FOR ALL SPEED LIMIT SIGNS WILL BE DETERMINED BY THE SPEED ZONING UNIT REFLECTIVE SHEETING M9.30.0 TYPE VII, VIII, IX, OR X MASS 24 53 OF THE TRAFFIC ENGINEERING SECTION, MASSACHUSETTS DEPARTMENT OF TRANSPORTATION SHALL BE USED FOR ALL SIGNS. BEFORE FABRICATION AND/OR ERECTION. CONTRACT NO. Q zo TRAFFIC SIGN SUMMARY SIZE OF SIGN TEXT DIMENSIONS NUMBER COLOR AREA IN SIZE OF SIGN TEXT DIMENSIONS NUMBER COLOR AREA IN IDENTIFI— TEXT OF POST SIZE AND SQUARE IDENTIFI— TEXT OF POST SIZE AND SQUARE CATION SIGNS NUMBER REQUIRED CATION SIGNS NUMBER REQUIRED NUMBER WIDTH HEIGHT LETTER VERTICAL ARROW BACK— FEET LETTER VERTICAL BACK— FEET HEIGHT SPACING REQUIRED GROUND LEGEND BORDER NUMBER WIDTH HEIGHT HEIGHT SPACING ARROW REQUIRED GROUND LEGEND BORDER NO R1 -1 30" 30" SEE MUTCD 7 SEE MUTCD 1 5 43.75 R7-1R 12" 18" NO SEE MUTCD 2 SEE MUTCD 1 2 5 3.00 TIME aLL war MOUNT 3 WITH ® 1 —P5 R1 -3P 18" 6" ® 3 R1 -1 2.25 R7-9a 12" 18" BIKE 3 3 4.50 LANE MOUNT 2 WITH NO 1 —P5 R3-1 3622 3622 2 R6-1 L 18.00 R8-3 1222 1822 PARKING SEE MASSDOT STANDARDS 1 SEE MASSDOT STANDARDS 1 1 .50 R3-2 36" 36" 1 MOUNT 1 WITH g.00 R15-1 g" 48°� ��'�h�`�G SEE MUTCD AND 2 1 —P5 6.00 R6-1 R o �o MBTA STANDARDS 2 G� 90 ��► 1 —P5 ,f SEE MUTCD SEE MUTCD 1 —P5 R 3-17 24 18 � � 15 15 45.00 W3-1 30 30 <;> 1 1 6.25 BIKE LAME R3-17bP 24" 8" ENDS 2 MOUNT 2 WITH 2.67 W4-4P 24" 12" CROSS TRAFFIC 2 MOUNT 2 WITH 4.00 R3-17 DOES NOT STOP R1 -1 R3-5L 30" 36" 1 MOUNT 1 WITH 7.50 W4-4bP 24" 12" ONCOMING TRAFFIC 2 MOUNT 2 WITH 4.00 ONLY D3-1 -2 DOES NOT STOP R1 -1 MOUNT 1 WITH 1 —P5 R3-5R 30" 36" 1 R6-1 PBS 7.50 R9-6 12" 18" Ta 1 1 ONLY 1 .50 ( ) PEDS R5-1 30" 30" ® 2 MOUNT 2 WITH 12.50 D3-1 -1 54" 12" rove Harmony G ea 1 1 —P5 4.50 R6-1 (PBS) 1 MOUNT 1 WITH R6-1 36" 12" oN wAY 2 1 —P5 6.00 D3-1 -2 30" 12" Gravest 4 D3-1 -1 10.00 (PBS) 2 1 —P5 3 R6-1 L 36" 12" 2 1 2 5 6.00 D3-1 -3 30" 12" Masan st 1 MOUD3T 11-2 WITH 2.50 R6-1R 36" 12" oN WAY 1 1 —P5 3.00 D3-1 -4 33" 12" Beaverst 1 MOUNT 1 WITH 2.75 1 D3-1 -2 NO 1 —P5 MOUNT 1 WITH R7-1 12 18 PARKING 1 1 1 .50 D3-1 -5 36 12 [Goodhue st 1 D3-1 -2 3.00 TIME FS&T DUG.ND. LG-423B LEES SEB CHK ATC DR SEB CHK ATC EST - CHK - ENGINEER IN CHARGE [McLaug—J] — April 17, 2015 — 11: 56am — T: \LG-423B Salem Grove St\Drawin gs\Grove St Sign Sumrnary.dwg [REG] ` CONSTRUCTION NOTES (ALL STAGES): SALEM GROVE STREET IMPROVEMENTS \ 1 . THE CONTRACTOR SHALL MAINTAIN ABUTTER ACCESS AT ALL TIMES. SHEET TOTAL STATE FED. AID PROD. NO. NO SHEETS 2. THE CONTRACTOR SHALL COORDINATE WITH THE RAILROAD COMPANY FOR ALL WORK IMPACTING THE RAILROAD. MASS 25 53 \ / 3. WHEN TWO LANES OF TRAFFIC CANNOT BE MAINTAINED, THE CONTRACTOR SHALL PROVIDE ALTERNATING ONE-WAY CONTRACT NO. Q-20 ` a ysW TRAFFIC WITH POLICE OFFICER OR FLAGGER DETAIL. THE CONTRACTOR SHALL RESTORE TWO-WAY TRAFFIC AT THE TEMPORARY TRAFFIC / END OF EACH WORK DAY. CONTROL PLAN eQ> 4. THE CONTRACTOR SHALL COORDINATE WITH SALEM POLICE DEPARTMENT TO SCHEDULE POLICE DETAIL SERVICE. PHASE 'I 5. RAILROAD FLAGGERS REQUIRED FOR WORK WITHIN 25 FEET OF THE RAILROAD TRACKS. THE CONTRACTOR SHALL o COORDINATE WITH PAN AM RAILWAY TO SCHEDULE FLAGGER SERVICE. 0 a �e 6. LANE CLOSURES SHALL ONLY OCCUR BETWEEN 9:00 AM TO 4:00 PM UNLESS OTHERWISE REQUIRED BY THE ENGINEER. 7. THE CONTRACTOR SHALL BE PERMITTED TO PERFORM WORK ONLY MONDAY THROUGH FRIDAY. 8. THESE TRAFFIC MANAGEMENT PLANS ARE PROVIDED AS A GUIDE FOR TYPICAL WORK ZONE TRAFFIC CONTROL m3 ryP APPLICATIONS. THEY ARE NOT INTENDED TO COVER ALL POSSIBLE CONSTRUCTION OPERATIONS WHICH THE� I CONTRACTOR MAY EMPLOY. TRAFFIC CONTROL FOR OTHER CONSTRUCTION OPERATIONS, IF APPLICABLE, SHALL BE IN / S, ACCORDANCE WITH THE 2009 M.U.T.C.D. / aRT°q O 9. ALL SIGNS THAT ARE NOT REPRESENTATIVE OF ACTUAL WORK CONDITIONS SHALL BE EITHER COVERED OR REMOVED " WHEN NOT APPLICABLE. a 10. FOR TYPICAL LANE CLOSURES, FOR WORK AT INTERSECTION CORNER AND FOR CROSSWALK CLOSURES, SEE SHEET 28. / GpgTcw � D 11 . THE CITY WILL PROVIDE 2 CHANGEABLE MESSAGE BOARDS FOR THIS PROJECT. THE CONTRACTOR SHALL COORDINATE WITH THE CITY FOR PLACEMENT AND USE OF THE CHANGEABLE MESSAGE BOARDS AT NO ADDITIONAL COST TO THE Cj V y / CITY. O V \A) p �sr G� Fz ory Q- O P P4f "T 12. PEDESTRIAN ACCESS ON ONE SIDE OF THE ROAD MUST BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. \v ql/ FNr Cp � � ST tiD Ay � SDEJNE N '3r \ of Q�'�y}yy, LDCON Ap lg OL"D CC 4 avf �LSRW 2o'sTUM (,� STUMP Q STUMP P 'I. �B;•y 4A} STUMP GRA5S 4 F BGW ha' J ° Q VV Va 4 LIbC BCy� UyyA55 �p� o 3 �da�{{.•-oJJCC 0 ,,ppOQS�A�, CRA55 +S3.ZD NE / �^ °J= • 4.1-'ry7 U ai �F <IIIg¢ p S z ¢ EDP PC 4 461 qpF. a CONC PAVEMENT +30.3a 4 + _ ° +71PT.51 401+00 Q 'tom 4 O~ ht T PATCH / / Ii GLF41 BIT CONIC EOPBRICK�R/`..' q rA METAL / 3 STORY BRICKj a GRATE �NO� 54 vas 1 O BLM �kG y4, f STORY MASONRY IIyn m� BIT CONG QG gt CONC PAF`'F N 5 `�CRESE K /cL ltu cL \ oMH R.,13 g3 GR 50RB D1�H � O R,1, v Q / AR.A UN°f NP/3.<3 / gD R C�STRtoW'9.8 v z u G 118 1 MHR 1 'D o APPROX, o J 11 I NCO F TI LOCATION SRV 1 Oa o \ F or �✓/4 47F U 1 R I4,12 BCW — 'C SIDELINE° (L \ CJR=,Sg CC {}mil C Q / GRAN I �Q 41 11] H 1Q5+ BIT CONC DRIVE R={7'7 BCW .a4:Z3 STEPS � P P "LINE BY OCCUPATION—7 C DMH SS OUP' Q��of d3.84 706+0q Df G p �P •Pe 6G "CO 2 4 \ m W I ' ' \ W NE�A D (((��' "LINE BY — Ap(1�aF PB'E DCCUaAT10N. ADC _SIN O 100. Pp CRF, rJ = Cg BIT CDNC PARKING NI;U27 APP V RDX. NI; LOCAnO I - 6 TOV-10.7 9DEUNE" ^ / C WORKZOr4E/ / N V) LEGEND f / YA, 12'D 3,/2 STp? / z WDDDCONST FRA / p \ UN nON I G m cW �° Q WORK ZONE y �//'�/ FIEB�FN f \ CDNtREtE / 241) �/ / 2 S 6 PROP REFLECTORIZED DRUMS / �;a . / �` $ h Q ! CONSTRUCTION SIGN B° (SPACED AT 20 O.C.) a 1 TEMPORARY BARRIER 0Q\_A / 1 A �� 4 DIRECTION OF TRAFFIC FLOW ARROW BOARD o4 4 \ P/F POLICE OFFICER OR FLAGGER TEMPORARY IMPACT ATTENUATOR N 7 ? vi TEMPORARY TRAFFIC SIGNAL HEAD e h � J \ ga' o a? y \• VARIES Q ® PORTABLE BREAKAWAY BARRICADE TYPE III Lu 0 3: PHASE 1: 11' MIN WORK ZONE Lu LL SIDEWALK TRAVEL LANE (INSTALL CURB, SIDEWALK, ROADWAY AND UTILITIES) 0 1 . CONSTRUCT SIDEWALK ON EAST SIDE OF \ —X X TEMPORARY FENCE (CHAIN LINK) O L� GROVE STREET AND GOODHUE STREET m U �— O REFLECTORIZED DRUM Q 2. FULL DEPTH PAVEMENT ON EAST SIDE OF FS&T DUG.ND. - - - - - - - - - — — — — — — — — — — — — — — — — - - - - - - - - - - GROVE STREET AND GOOD HUE STREET - - - - - - - - - - - - - J - - - - - - - � PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) LG-423B LEES SEB CHK ATC DR SEB CHK ATC TYPICAL ROADWAY SECTION - PHASE 1 40 0 40 80 NOT TO SCALE EST - CHK SCALE 1 " = 40' ENGINEER IN CHARGE [McLaug—J] — April 17, 2015 — 11: 57am — T: \LG-423B Salem Grove St\Drawings\Grove St TTCP.dwg [Phase 1] ` SALEM GROVE STREET IMPROVEMENTS SHEET TOTAL � \ STATE FED. AID PROD. NO. NO SHEETS MASS. 26 53 CONTRACT NO. Q-20 TEMPORARY TRAFFIC CONTROL PLAN ' a eQ> PHASE 2 r 3 eP nh�°4'C na / q ' � O "J ^S aRr Ooaf / ' ' l �F 4./ eir / � 2 O $� OR0N'C V 20 /40 11< Y gyp V / 6c.GPgr� y� 4b o S-�FZ a G��\V �sr Y,NF �ry� co hC P4 N by 4li/�� FNr tip Ay / / _Z_ vNG L�pOON C / OGN° C 4 ONE SST O�F / �3` 20-STUMP (� STUMP Q pR0 h sr W STUMP w � STUMP 4, F ctip5S ec* _ 3 yea 0 OQy ri S�p W GRASS If / S EDP PC y 4� y} po- \ PT CONC PAVEIAENT +30.3a a�ptDN 4� y If +71.51 401+00 - D�IR VITT CONC WALK R=26.AB 8IT CONC VAR P STO Y J u / 3 s,Da�eRICK � a cR, \ `� OF SFDEUNE~ I PROP REFLECTORIZED DRUMS $°y (SPACED AT 20' O_C_)y4, f STORY MASONRY WORK ZONE PLANTED O °MN Ra13 g3 G 4 FFS p6 -Q / Rq / RB 4RfA g �NOf NP�3.a3 D�Vs\�a Na ICU — 6C�) MHR 'APPROX, $ gO J \ N CONC r an pb LOCATION /SR 1 x w <,I g r SIDELINE° W4 o GRAN STEPS y +00 C R \\\JII pc.P �y P-r R= r- �'I /� / "LINE BY OCCUPATION- �� Q k m 0_�pPt�ON 10,Z,;CA A�OER CONSTRUct1oN / / ��MN�,N COA, Lu LEGEND OpI NC n �� _ \ /� V / 28,E •JN p\6G� E ��N1ED�4TiW i OCPTIO OCCUPATION. & NC— O \��JJ/ \ytO0. cep / kpZCRF. 1. Rg1�27 1 CONC PARKING "APPROX. \) -1 LOCATIONO<^ WORK ZONE TOW-10.7 9DEUNE" �' n f V ) CONSTRUCTION SIGN �,y 12'D 3 WOOD ST E / " a z UNDER CONSTRUCTION I �O m o CW n �FNO NttE F�NO pIFON N TEMPORARY BARRIER / _ U CIO / 4 D 2�> S �.M\yg6 pE8 \ CD VI-4 / 2' i w / hn- ��/ / 80 $ " DIRECTION OF TRAFFIC FLOW / J / a Jo o ARROW BOARD G O POLICE OFFICER OR FLAGGER / O TEMPORARY IMPACT ATTENUATOR 4 om 4 TEMPORARY TRAFFIC SIGNAL HEAD ® PORTABLE BREAKAWAY BARRICADE TYPE III b �4i -X X TEMPORARY FENCE (CHAIN LINK) Y Q Q o \c VARIES < PHASE 2: �� ° O REFLECTORIZED DRUM w WORK ZONE 11' MIN INSTALL CURB SIDEWALK, ROADWAY AND UTILITIES TRAVEL LANE SIDEWALK 1 . CONSTRUCT SIDEWALK ON WEST SIDE OF 2 cn ( ) PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) u_ O GROVE STREET d U 2. FULL DEPTH PAVEMENT ON WEST SIDE OF �— L m GROVE STREET FS&T DUG.ND. m - - - - - - - _ LG-423B - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LEES SEB CHK ATC EL DR SEB CHK Arc TYPICAL ROADWAY SECTION - PHASE 2 40 0 40 80 EST - CHK NOT TO SCALE SCALE 1 " = 40' ENGINEER IN CHARGE [McLaug—J] — April 17, 2015 — 11: 57am — T: \LG-423B Salem Grove St\Drawings\Grove St TTCP.dwg [Phase 2] ` SALEM GROVE STREET IMPROVEMENTS SHEET TOTAL � \ STATE FED. AID PROD. NO. NO SHEETS MASS. 27 53 CONTRACT NO. Q-20 TEMPORARY TRAFFIC CONTROL PLAN ' a eQ> PHASE 3 r nh�°4'C na / q ' � O "J ^S aRT O oaf 2 / ' ' l �F 4./ eiT / � O $� OTR�'C V 20 /40 G� �� Y�"F �o �ry� �o Br HC p ry Q� by Q'�pgl/ a�EMFTVf -Z- SOEJNE 3T ST / m J W '.' pp RO 20-STUMP 6) 9 STUMP Q STUMP P x STUMP cRA5S S70P 4 F ec* UQ U t L1HE W � �_ - BC CRA55 EDP ORASS IT PC ti l �A(K y� y ' / / a��y 4^ <iyj I �.+71P 1 401+DOD PAveIAENT 130.34 / o `� / —F— �stl —O �QaoxT�Ase O BIT CDNC WALK TCN / R T SIR i CLF "R 41 Y 2 SgpR a a any F pPPftO`ION a � a METAL 3 STORY BRIGK � a GRATE \ Y F S\DE�\NEB WC� WORK ZONE I I y4, f STORY MASONRY / BIT COND Q PROP REFLECTORIZED DRUMS WORK ZONE c°"° CONCP�KTNG MyF Nµ o9}�oj� \ {SPACED AT 20' Q.C.} C $,q�� BTZ 80 � vLANTEO A'L O "Ra13 55 �R " � � / OM CR R��j / p Rq 91 / LRB 4�A C\.F YL R cONSTy2U��W-9.8 / 60 \ r 1 MMR I z u'D '� APPROX, �o J TLOOFATIDN 1 x r w r W/a WiF a 6 U SIDELINE" (L GRAN\ H Q 1 f R F 1 +� 1Q$+DD BIT CDNC DRI �.a4:Z3 � STEPS apt 1Ci3Tl PT / PC RoM e1 -/ /� / "LINE BY OCCUPATION" �� } +76.9� 706+09 1 ° P\p i EAI i _ J PPpO,t ANC C � IW' LEGEND �a,DO n \ / 28-E W R\6 t� .etc Ply / f NOpt\ON l l ��IiNE�ATipl�, 't OCCUaATION' ,,ATION^ 1oa ,c,Z ORE W �/ B T CDNC PARKING cif R- NPV�27 LOCAnONXOF \ � \ $ ® W O R K ZO N E TOW�107 9DEUNE" /�/�� \/ / �f CONSTRUCTION SIGN o \n \ p? 12'D 3 WOOD RAKE UNDER cONSTRUGTION O FND 1EF�NOA1\ON / mN TEMPORARY BARRIER v � � h J� / BD $ Q DIRECTION OF TRAFFIC FLOW a ARROW BOARD G P/F POLICE OFFICER OR FLAGGER / / \ TEMPORARY IMPACT ATTENUATOR 4 \ om 4 TEMPORARY TRAFFIC SIGNAL HEAD ® PORTABLE BREAKAWAY BARRICADE TYPE III b r P \ �� y —X X— TEMPORARY FENCE (CHAIN LINK) VARIES Q o w � 11' WORK ZONE Lu o 0 O REFLECTORIZED DRUM a PHASE 3: m '� LL_ SIDEWALK TRAVEL LANE (INSTALL CURB, SIDEWALK, ROADWAY AND UTILITIES) cn O 11 1 . CONSTRUCT SIDEWALK AND ROADWAY ON 2 � PORTABLE CHANGEABLE MESSAGE SIGN (PGMS) v EAST SIDE OF GROVE STREET BETWEEN �— m Q MASON STREET AND GROVE STREET (NORTH). FS&T DUG.ND. - - - - - - - - _ - - - - - - - — _ 00 2. FULL DEPTH PAVEMENT AND SIDEWALK ON LG-423B — — — — — — — — — — — SOUTH SIDE OF BEAVER STREET. EL 3. ROADWAY AND SIDEWALK ON WEST SIDE OF LEES SEB CHK Arc GOODHUE STREET. DR SEB CHK ATC TYPICAL ROADWAY SECTION - PHASE 3 40 0 40 80 NOT TO SCALE EST - CHK SCALE 1 " = 40' ENGINEER IN CHARGE [McLaug—J] — April 17, 2015 — 11: 57am — T: \LG-423B Salem Grove St\Drawings\Grove St TTCP.dwg [Phase 3] SALEM GROVE STREET IMPROVEMENTS SHEET TOTAL STATE FED. AID PROD. NO. NO SHEETS MASS 28 53 CONTRACT NO. Q-20 TEMPORARY TRAFFIC CONTROL PLAN ONE LADE T TYP I CALS ROAD XX FEET TEMPORARY MARKING FOR CROSSWALK m LINES (CROSS-HATCHING OPTIONAL) W20-4 T POLICE 31 DPNAI K CI OS FFl M Q SUGGESTED WORK ZONE WARNING SIGN SPACING 1 AHEAD AfCAY Lase OTHER SIDE PEDESTRIAN P R9-10 CROSSWALK � POUCE �IAItE Road Type Distance Between Signs** w2o-8 �FFM RoAa A B C SIDEWALK CLUS ED R9-8 W 11-2 • AHEAD FEET USE OTHERSIDE (OPTIONAL) W16-7P O ® LOCAL OR LOW VOLUME 350 350 350 R9-10 W20-8 W20-4 ROADWAYS* 300 FT ONE LANE A B MOST OTHER ROADWAYS` 500 500 500 AHEAD ALTERNATING TRAFFIC • W1 1-2 • FREEWAYS AND EXPRESSWAYS 1 ,000 1 ,500 2,640 W16-9p O SILL L--WALK CLOSED CRUSS HERE UP • • 300 FT R9-11 I° B I' A 100' • TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES • AHEAD SIDEWALK Type of Taper Taper Length (L) CL05ED P b MERGING TAPER AT LEAST L W11-2 a POUCE • CDW16-9 R9 9 ONE LAB • SHIFTING TAPER AT LEAST 0.5L 774`I (T W 11-2 ROAD OFRCER W16-7P XX FE:T AHEAD SHOULDER TAPER AT LEAST 0.33L /POLICE ONE-LANE, TWO-WAY TRAFFIC TAPER 100 FT MAXIMUM /I SIDEWALK=3E V D rfM1lGlf F� W20-4 W20-8 Q AHEAD DOWNSTREAM TAPER 100 FT PER LANE CROSS HERE R9-11 NOTE: W20-8 FORMULAS FOR DETERMINING TAPER LENGTHS INCLUDE W20-1 c AND NOTE: FOR LONG-TERM STATIONARY R2-10a SIGNS ON ALL m Speed Limit (S) Taper Length (L) WORK, THE DOUBLE YELLOW APPROACHES_ �U Feet CENTERLINE AND/OR LANE AD LINES SHOULD BE REMOVED i RET 40 MPH OR LESS L= WS� BETWEEN THE CROSSWALK 60 W20-4 LINES. 45 MPH OR MORE L= WS SINGLE LANE APPROACH PEDESTRIAN DETOUR ONE QUADRANT CLOSURE LEGEND W 20 8 ONE LAW ® W O R K ZO N E ROAD AHEAD POLK;E CONSTRUCTION SIGN OFFM AHEAD mlll � TEMPORARY BARRIER W20-4 10OFT WORK BUFFER 10OFT W13-1 DIRECTION OF TRAFFIC FLOW MAX. ZONE 100-150FT MAX. A B � ARROW BOARD • • ® _ _ • • <= P/F POLICE OFFICER OR FLAGGER III=> a TEMPORARY IMPACT ATTENUATOR j A � TEMPORARY TRAFFIC SIGNAL HEAD ® PORTABLE BREAKAWAY BARRICADE TYPE III POLICE DFFKEA �D -X X- TEMPORARY FENCE (CHAIN LINK) W 20-8 REFLECTORIZE❑ DRUM W204 PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) W 13-1 TWO LANE ROAD ONE LANE ALTERNATING TRAFFIC WITH POLICE DETAIL FS&T DUG.ND. LG-423B DIES SEB CHK ATC DR SEB CHK ATC EST - CHK ENGINEER IN CHARGE [McLaug—J] — April 17, 2015 — 11: 57am — T: \LG-423B Salem Grove St\Drawin gs\Grove St TTCP Typical.dwg [TYPICALS] SALEM GROVE STREET IMPROVEMENTS a �� SHEET TOTAL \ CCO G�, STATE FED, AID PROD, 1\10 NO. SHEETS V MASS. 29 53 / \ / 0 v� v / CONTRACT NO. Q-20 NO A tip LANDSCAPE PLAN PART 1 OF 2 �^ FAD R�33 II g,O� ST 97 w�;a STONE 'DosT / oaD o ' Cii / �O� J�O Zy \ pOQ <v c \ Ov O \ Ov Q co Q y (37 IGI N- C �oSR' � <ll, ti/^ PA 01 GB + \ I STORY MASONRY O / SR o� Nv �`� �' 12"RCP PA / I=�4.6 CU \� M CAUTION SR �O ��`' 10"RCP =10.7 - >, DANGEROUS SR / � \ BIT CONC a INTERSECTION / WGeiT AHEAD z m Oo R=18. 6 �� Kati / ? O C iJ�� z z q H Q / W GB SMH(R) O = u (n / i UND NP 13'43 / 4% ER CO/VSTRU�aN 9.8 / SR / I 1 32 Iv1HR IN CO NC FOOTI a 1"- I ` v STREET _ _ , wG o N� ,— _ _— _ _ . I \\ WG R-15.35 -Ps"�N — \�DR=i 4,L3 -Y14.12 S BC ��W=1 C NG 15 43 v� ^ C R=5.8 4 V GC �V — - - - // R R=15.28 Rm- — —1 W H TO OUTFA R_H P LP#22/772 B1 R=12.97 g 104+00 1 SQMH 3P' G R LL 24„ 1-6 7 13.92 / TOW=10.4 14.49 P fL�� - 3 w` VCP 1-6 $ pCP NPV�S( „SESTf �T /�C�6� =OUTFACE �24"VCP R 13.82 2� F / M IMF IN \ co ��' MH 6 d " RCP— so _ - -= � � � ' -- I L +83.8 � 72 V� UG 15 C*)' ��O / / O ♦ �� ♦ �_ �� SMH _— 4�0 t - 1=7.0 r / PQQ� OF �F / / W °4 . ' - � _ `♦ �(R� -� R14'a 7 .02STEEL �O13� I ,� 15• ♦ \ / (� RA R_1� � � PLATE CU T R-1 CURB 6„VC ,1 „VCP—— ? 5L':-4 l�} � Li C r wG SMH(R) �♦♦♦v-• ♦ CONSTRUCTION _ _ _ _ - - - - - —� �R�3+� Lam' J MH3 )— M G ors D. 13.75 WN / ♦♦ AREA UNDER ' '_ _ = DEBRIS®1� MNR IN Cp R=1 SMH(R) S. / F N /� ' (� \°N I ` RM 1 .15/ OF SIDOX �OC OOT l NC Q - - _ Ln RB 13.5 CRO SING \N ER ♦ d f q Tl "LIN V1, / / QG �/ ♦♦ F°AND _ SMH LINE 0/y Q E 8 ��_ _ NO ACC SS ,, j ♦ 4F# 3 5 4 OCCUPATION" �o�� OON�FFi QP�F / k'3`" '♦ CREME r, �z �L'B IZ.�,QNSr�(�RK�� s �c / / ♦ coN / _ to / / t� NPV3.27 L0�O OF / CID TOW=10.7 / SIDELII�IE'' U / I / / S,E,S,D, 1939 VAULT NPV OW=8.6 SUMP- 3,3 0 0\N 1� / R ,� -� / �"C\ G 3 1/2 STORY ��- d# \ WOOD FRAME / UNDER CONSTRUCTION *4" /� // GRPNt\°N NG P / z FS&T DWG.ND. LG-423B �� \ DES CHK DR CHK \\ 20 0 20 40 / / EST CHK \ / / FOR PROFILE: \ \\ SCALE 1 " = 20' §EE SHEET NOS. 09 & 11 ENGINEER IN CHARGE \ / � / [McLaug_J] — April 17, 2015 — 11: 58am — T:\LG-423B Salem Grove St\Drawings\Grove St Landscape Plans.dwg [Sht 01] / SALEM GROVE STREET IMPROVEMENTS 1 i? STATE FED. AID PROJ NO. SHEET TOTAL LANDSCAPE NOTES: PLANT MAINTENANCE NOTES: / / / NO. SHEETS /1. NO PLANT MATERIALS SHALL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS 1. CONTRACTOR SHALL PROVIDE COMPLETE MAINTENANCE OF THE NEWLY INSTALLED SEEDED AREAS AND PLANTINGS. / MASS. 30 53 / BEEN COMPLETED IN THE IMMEDIATE AREA. / CONTRACT NO 0-20 2. NO IRRIGATION IS PROPOSED FOR THIS SITE. THE CONTRACTOR SHALL SUPPLY SUPPLEMENTAL WATERING/ IRRIGATION BAGS FOR 2. ALL TREES SHALL BE BALLED AND BURLAPPED, UNLESS OTHERWISE NOTED, OR APPROVED NEW SEEDED AREAS AND PLANTINGS DURING THE ONE YEAR PLANT GUARANTEE PERIOD. COST IS INCIDENTAL TO THE TREE ITEMS. / LANDSCAPE PLAN BY THE CITY. IF SYNTHETIC WRAP IS USED FOR ANY PLANT MATERIALS, IT SHALL BE COMPLETELY REMOVED PRIOR TO INSTALLATION. 3. CONTRACTOR SHALL PROVIDE A WATERING SCHEDULE AND BI-WEEKLY WATERING REPORTS TO THE CITY. / / o PART 2 OF 2 3. 3" DEEP PINE BARK MULCH SHALL BE INSTALLED UNDER ALL NEW TREES AS SHOWN ON 4. CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, AND EQUIPMENT FOR THE COMPLETE LANDSCAPE MAINTENANCE WORK. COST I< THE PLANS, OR AS REQUIRED BY THE CITY. COST SHALL BE INCIDENTAL TO THE TREE p ITEMS. IS INCIDENTAL TO THE TREE ITEMS. / 0� = o 4. FINAL QUANTITY FOR EACH PLANT TYPE SHALL BE AS SHOWN ON THE PLANS. THIS 5. WATERING SHALL OCCUR ON A WEEKLY BASIS DURING THE GROWING SEASON TO ENSURE THAT ALL PLANTS RECEIVE THE m NUMBER SHALL TAKE PRECEDENCE IN CASE OF ANY DISCREPANCY BETWEEN QUANTITIES EQUIVALENT OF 1 INCH OF RAINFALL PER WEEK. �� a SHOWN ON THE PLANT LIST AND ON THE PLAN. 6. WATER SHALL BE APPLIED IN SUFFICIENT QUANTITY TO THOROUGHLY SATURATE THE SOIL IN THE ROOT ZONE OF EACH PLANT. o ¢ 5. ANY PROPOSED PLANT SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY THE CITY PRIOR TO THE START OF WORK. 7. CONTRACTOR SHALL REPLACE DEAD OR DYING PLANTS AT THE END OF THE ONE YEAR GUARANTEE PERIOD. CONTRACTOR SHALL 6. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR FOLLOWING DATE OF FINAL TURN OVER MAINTENANCE TO THE CITY STAFF AT THAT TIME. ACCEPTANCE. 8. ALL PLANTS SHALL BE WATERED WITHIN 24 HOURS OF INSTALLATION. 9. CONTRACTOR SHALL PROVIDE WATERING PLAN FOR WEEKLY WATER FOR ALL PLANTINGS ALONG CORRIDOR INCLUDING SOURCE OF WATER, METHOD OF APPLICATION AND ANTICIPATED WATERING DAYS. O 10. AS REQUIRED BY THE CITY THE CONTRACTOR SHALL WATER SEEDED AREAS. COST IS INCIDENTAL TO THE TREE ITEMS. Q Z Z 4 CJ II = Cp UP/LP#3032 C S W NPv DE RI S@25,8 20"STUMP Q STUMP STUMP kQ STOP / / / / v a HARMONY GROVE RD / /��' I 24"D STUMP GROVE ST / / GRASS 4'CLF - gCW IV STOP BCW STOP AHEAD GRASS OZ G UP/LP#778 } { _ UP#779M� � � / / �� GRASSY 83�v / IT CONC PAVE EST- - 3 / B +34 = .� 1=28,7 00, II - ? 12 V I �R 0 1=2 8.6 LA / -�, - \��QQP -12 VCPdCP- - -I o CU - -�1J 0 STREET 0 5 1.2 61T CONC NALK H W � rL0 �. �' � �� BIT CONC MNR 4.fig/ / / EO \\,\/\\/\\\,\, \ _ _ - _ SRW/4'CLF ! \ \ j WOODED KEY QUAN. BOTANICAL NAME ICOMMON NAME I SIZE NOTES _ Oy IM ACE o O METAL 3 STORYBRICK TH= GRATE j\� �F SI�EL GB 2 GINKGO BILOBA AUTUMN GOLD AUTUMN GOLD MAIDENHAIR TREE 2-2.5» CAL B&B MALE 22.29 �� ` > ' z C0 �F�� / Or a PLO \ UP/LP > GT 2 GLEDITSIA TRIACANTHOS SKYLINE SKYLINE HONEYLOCUST 2-2.5>, CAL B&B PA 3 PLATANUS X ACERIFOLIA 'LIBERTY' LIBERTY LONDON PLANETREE 8-10' HGT B&B G `' / /►��x�o% � GT SR 5 SYRINGA RETICULATA 'IVORY SILK' IVORY SILK JAPANESE TREE LILAC 2-2.5 CAL B&B --A / / / % a \�\. CAUTION % N 0`9 ��_/ - 2 / \\� HIDDEN DRIVE BC\N �1�/ Q� OCY / %\i STOP ,-A/ d�1 d� \\ �\� �`2NF RA141 0001� / g; -AV S OP '\\ ❑O NOT CUT LEADER TREE c titi �5� ,, o I WRAP SHALL NOT BE USED e�j �6 ic g� �`' PLANTED / % TREE SHALL BE SET PLUMB �`� �' I \\ / (r�NP j 18 g2 RG PA C �\ �O Y N p /cl FN�,SOT \ I WATERING SAUCER SHALL BE FLOODED TWICE g.5 O rn j Ow/ \/ / / / �/ R= CC'Re � c•, � � Cp- � / � � OW-15.3 � GUY WIRE DURING THE FIRST 24 HOURS AFTER PLANTING = Z / / 0�5 8 0 / / i2 % / / /R� SILT014.9 !y \ UP/LP#14 TREE SHALL BE PLANTED SO THAT GROWN IS 3 INCHES Z H / UP 773 (OLD) / / G N / / / / !1 ��eD�� R = I I STOP AHf w # / ) / / /4pg / �2�N ZZ6� W A C ` �\ a NO PARK ABOVE FINISHED GRADE AFTER SETTLEMENT Z LU I / STOP /.0 13�9 / NP N R,1 \ / \ rr -��__ G / e �� I IW- W THIS SIDE OU w D M H / G / G GC �O Np j M� _6 / , j A P P R \ �\ I I � O z I P F GROSS j 3 96 /9/ / / N S W \ o 1 I 2-3 INCHES AGED PINE BARK MULCH (PULL MULCH AWAY / , �� WIF \ I I �O O Q Ln 0.5 _ _ _ _ �-� ice` j / � - / SIDELINE' 4/": � N I FROM TRUNK OF TREE) R=12.97 / PBD)(R� i / GRAN `�' n I I Q O P LP#22/772 BI B Q / /, vC( / / / STEPS TnW 10.4 i6 wGR Re / BACKFILL MIX PER SPECIAL PROVISIONS III _ N E / 0000, / / / N I I 3 INCH HIGH EARTH WATERING SAUCER AROUND TREE PIT "LINE BY OCC PATION"R 13.82 �,uV I I co _ L C + PC 7 2 H'g�= 15"RCP / SSJPdG� 83.84 - _ SOC�+p0 i I=7.0 RG13 GT N I I - � R_13 62 / �O ` / \� CUT & ROLL BACK 1/3 OF BURLAP BEFORE BACKFILLING. -U � i R w310,5 / % Q� 4� ��, / I �� COMPLETELY REMOVE SYNTHETIC BURLAP & LACING M)-- M13.75 R-1 SMH R) SSD ��Rp13� �' y o / I II Q I �\ ROOTBALL SHALL BE PLACED ON ( R co UNDISTURBED SUBGRADE NNE J / C HAIL x C t?'I RB 13.50 CRO SING 28 E I I i I \� ROOTBALL _ NO ACC SS 0000, / �\ SIDELINE / I I I .�i 3 x ROOTBALL DIA. \ DECIDUOUS TREE PLANTING OF b VA\w / SIDELINE" N r N� R=33.18 GG 3 5 W I \� NOT TO SCALE FS&T DWG.NO. O LG-423B / Ll�/ 12"D 3 U � DES CHK / / a m I ' CUY W/RE U c I UP#3949 Dry cHK �NIJ /20 0 20 40 / O Cw Qa I HIDDEN EST cHK / \ SPEED LIMIT 20 / W� NO PARKING THIS FOR PROFILE: SCALE 1 " = 20' a Qc '� �I <W\ SIDE OF STREET SEE SHEET NOS. 10, 12 & 13 24'D / �_ / ' ENGINEER IN CHARGE i\ [McLaug-J] - April 17, 2015 - 11: 58am - T:\LG-423B Salem Grove St\Drawings\Grove St Landscape Plans.dwg [Sht 021 SALEM GROVE STREET IMPROVEMENTS STATE FED. AID PROD. NO. SHEET TOTAL NO. SHEETS MASS. 31 53 LIMITS OF WCR CEM CONC LEVEL LANDING LEVEL LANDING CONTRACT NO. 0-20 AREA, 1 .5% AREA, 1 .5% VARIES CROSS SLOPE CROSS SLOPE NOTES: WHEELCHAIR RAMP DETAILS 24" DETECTABLE LEFT SIDE n 1 . DETECTABLE WARNING PANELS SHALL BE RAMP WARNING PANEL Li RIGHT SIDE REFERENCE POINT VERTICAL GRANITE CURB TRANSITION TRANSITION INSTALLED ON ALL WHEELCHAIR RAMPS RAMP REFERENCE AND WHERE SHOWN ON THE DRAWINGS RAMP POINT ova AS PER STANDARD DRAWING E 107.6.5R. OPENING : U Z_ 7.5% MAX"" a SIDEWALK '� / ``�\a SIDEWALK DETECTABLE WARNING PANELS SHALL BE Z SIDEWALK `0 � 7.5% MAX* BRICK RED IN COLOR. w WHEELCHAIR In ' RAMP GRASS STRIP-WIDTH VARIES Q GRADED TO MEET ADJOINING CURB AND GRASS STRIP-WIDTH VARIES 2. UTILITY POLES, LIGHT POLE SIDEWALK SURFACES o * /�'� GRADED TO MEET ADJOINING CURB AND FOUNDATIONS, MAIL BOXES, AND "LEVEL ENTRANCE" 7 � 7�5% SIDEWALK SURFACES HYDRANTS THAT ARE TO BE RETAINED OR ADJUSTED SHALL BE REMOVED AND 1.5% CROSS SLOPE 24" DETECTABLE RESET IF FIELD CONDITIONS INDICATE FOR DRAINAGE WARNING PANEL GRANITE CURB 6'-6" 5'-0" 6'-6" GUTTER LINE THE CLEAR PATH OF TRAVEL ON THE 0° GUTTER LINE PROPOSED SIDEWALK IS LESS THAN 36" IN PLAIN CEM CONC U GRASSZ WIDTH. GRAN VERTICAL CURB Lu WHEELCHAIR RAMP TYPE D 3. ADA/MA AAB REQUIREMENTS SHALL BE Q NOT TO SCALE FOLLOWED. ry J WHEELCHAIR RAMP - TYPE B IY w NOT TO SCALE EXIST CEM CONC SIDEWALK 5'-0" MIN H MA SIDEWALK RAMP REFERENCE LEVEL LANDING AREA, 1.5% PONT CROSS SLOPE 24" DETECTABLE WARNING PANEL oho MAX 77� .5%* h � �- o 0 O r SIDEWALK MAX Q �\ SIDEWALK VERTICAL ~ GRAN CEM CONC CURB TRANSITION PANELS .... . ..... ..... .. . LEFT SIDE 5'-0" RIGHT SIDE ----- ----------- ----------------- GUTTER LINE TRANSITION TRANSITION RAMP REFERENCE POINT VERTICAL GRAN WHEELCHAIR RAMP TYPE C CURE GUTTER LINE 24" DETECTABLE WARNING PANEL NOT TO SCALE CEMENT CONCRETE RAMP WHEELCHAIR RAMP TYPE E NOT TO SCALE WHEELCHAIR RAMPS RAMP REFERENCE POINT WIDTH OF RAMP ROADWAY TRANSITION LENGTH WIDTH OF WCR # TYPE SIDEWALK LENGTH DEPTH D GUTTER RAMP BASELINE STATION OFFSET (W) (W1) LEVEL LANDING SLOPE LEFT SIDE RIGHT SIDE OPENING 1 D GOODHUE STREET 102+50.70 6.00' LT 5.00' 10.50' 5.00' 0.6% 0'-0" 0'-0" 5.00' 2 D BEAVER STREET 200+33.90 16.00' LT 5.00' 5.00' 5.00' 4.9% 6'-6" 11'-0" 5.00' 3 C/D BEAVER STREET 201+86.79 16.64' LT VARIES N/A 6.14' 10.0% 6'-6" 7'-6" (3" REVEAL) 5.00' 4 C BEAVER STREET 201+91.30 15.65' RT VARIES N/A N/A 10.0% 7'-6" (3" REVEAL) 6'-6" (3" REVEAL) 5.00' 6 D BEAVER STREET 200+40.99 25.63' RT 5.00' 5.00' 5.00' 4.6% 15'-0" 6'-6" 5.00' 7 E GROVE STREET 109+28.93 16.00' LT N/A 7.18' N/A 6.1% N/A N/A 5.00' 9 C GROVE STREET (N) 400+32.79 21.41' LT 5.50' N/A N/A 6.2% 10'-3" 15'-0" 5.00' 9A C HARMONY GROVE RD 111+16.74 16.00' LT VARIES N/A N/A 1 .5% 9'-0" 3'-3" (3" REVEAL) 5.00' 10 C GROVE STREET 109+29.33 18.04' RT 5.50' N/A N/A 8.4% 15'-0" 6'-6" 5.00' 11 C MASON STREET 300+44.53 22.71' RT 5.50' N/A N/A 8.4% 6'-6" 6'-6" 5.00' 12 C MASON STREET 300+37.78 14.02' LT 5.50' N/A N/A 0.7% 6'-6" 6-16" 5.00' 14 C GROVE STREET (N) 400+32.93 16.02' RT 5.50' N/A N/A 6.0% 15'-0" 6'-6" 5.00' 15 E GOODHUE STREET 102+50.70 17.81' RT N/A 8.90' N/A 0.6% 0'-0" 0'-0" 5.00' 16 D GROVE STREET 104+12.91 24.57' LT 5.00' 5.00' 5.00' 3.7% 6'-6" 14'-0" 5.00' 17 B GROVE STREET 104+47.80 23.50' LT 5.00' 6.50' N/A 2.0% N/A 6'-6" 5.00' FS&T DWG.NO. LG-423B (LEFT SIDE\RIGHT SIDE DETERMINED WHEN STANDING IN ROADWAY LOOKING AT RAMP OR DRIVEWAY) DES CHK DR CHK EST CHK * = TOLERANCE FOR CONSTRUCTION = 0.5%± ENGINEER IN CHARGE [McLaug_J] - April 17, 2015 - 11: 58am - T:\LG-423B Salem Grove St\Drawings\Grove St WCR & DW Details.dwg [WCR DETAILS] MEET EXISTING SALEM LEFT SIDE DRIVEWAY GROVE STREET IMPROVEMENTS TRANSITION SHEET TOTAL STATE FED. XDPROJ NO. NO. SHEETS B MASS. 32 53 C SIDEWALK 7 CEM CONC � o�o CONTRACT NO. 0-20 SIDEWALK o�o SEE CONSTRUCTIOf CEM CONC " VERTICAL GRAN CURB DRIVEWAY DETAILS PLANS FOR EDGE GRASS STRIP TREATMENT (TYP) SIDEWALK WIDTH VARIES �r,� �? CEM CONC SIDE 7.5/o WALK ° VERTICAL PC GRASS STRIP GRAN WIDTH VARIES CURB / B DRIVEWAy A DRIVEWAY LEFT SIDE REFERENCE PAINT PT TRANSITION WIDTH VARIES REFERENCE EDGE OF DRIVEWAy W►DTH POINT EDGE OF ROADWAY SIDE RIGHT ROADWAY CEM CONC DRIVEWAY OPENING AT SIDEWALK TYPE B} TRANSITION NOT TO SCALE * HMA DRIVEWAY FOR DRIVE CEM CONC DRIVEWAY OPENING AT SIDEWALK (TYPE D) B AT STA. 106+33.67, 16.00' LT NOT TO SCALE LOAM AND SEED CEM CONC / B`7 P�J ,1000' Z7 SIDEWALK / LOAM AND SEED VERTICAL 7.5/0 GRAN CEM CONC CURB B�/ DRIVEWAY LEFT SIDE REFERENCE POINT 7.5%"' TRANSITION DRIVEWAYWIDTH � EDGE OF VERTICAL RIGHT SIDE ROADWAY GRAN LEFT SIDE CURB SIDEWALK RANSITION B DRIVEWAy CEM CONC DRIVEWAY OPENING AT SIDEWALK WITH GRASS STRIP (TYPE C) TRANSITION REFERENCE POINT NOT TO SCALE DRIVEWAy WIDTH EDGE OF ROADWAY RIGHT SIDE TRANSITION CEM CONC DRIVEWAY OPENING AT SIDEWALK (TYPE E) NOT TO SCALE * HMA DRIVEWAY FOR DRIVE AT STA. 106+33.67, 16.00' LT 3'-0" M I N DRIVEWAY REFERENCE POINT WIDTH OF ROADWAY TRANSITION LENGTH PATH OF TYPE W1 SIDEWALK WIDTH OF DRIVEWAY 11 GUTTER TRAVEL 1 LIP BASELINE STATION OFFSET (W) SLOPE LEFT SIDE RIGHT SIDE 1 '5%* VARIES PROP ROADWAY 5%-15°/a (SEE TYPICAL SECTIONS) GOODHUE STREET 100+92.22 16.00' LT B N/A 5.50' 24.00' 0.4% 6'-6" 7'-8" GOODHUE STREET 101+71.68 16.00' LT D/E N/A 5.50' 30.00' 0.7% 6'-6" 7'-8" BEAVER STREET 200+85.82 17.00' LT D N/A 5.00' 1$.00' 4.8% N/A N/A PROP CEM CONC DRIVEWAY(SEE TYPICAL SECTIONS) BEAVER STREET 201+53.11 16.00' RT B N/A 5.50' 20.40' 8.7% 7'-6" (3" REVEAL) 6'-6" 12 INCHES GROVE STREET 104+29.90 16.00' LT N/A N/A N/A 71 .57' 1 .6% SEE WCR TABLE DRIVEWAY SECTION A-A NOT TO SCALE GROVE STREET 105+25.06 17.45' RT B N/A 5.50' 77.09' 0.5% 6'-6" 13'-0" GROVE STREET 106+33.65 16.00' LT B/E N/A 5.50' 24.00' 0.5% 7'-$" 3'-3" (3" REVEAL) GROVE STREET 106+68.21 16.00' RT B N/A VARIES 66.90' 0.2% 7'-$" 3'-10" (3" REVEAL) GROVE STREET 108+02.44 16.00' LT B N/A 5.50' 24.40' 2.8% 6'-6" 14'-0" DRIVEWAY PROP ROADWAY GROVE STREET 108+42.81 16.00' RT B N/A 5.50' 63.30' 5.1% 15'-0" 6'-6" (SEE TYPICAL SECTIONS) 1 .0% GROVE STREET 109+44.92 16.00' LT C N/A VARIES 25.10' 5.0% N/A 15'-0" HARMONY GROVE RD 111+52.01 16.22' LT B N/A VARIES 38.20' 3.2% 7'-0" (3" REVEAL) 9'-8" GROVE STREET (N) 401+16.31 16.00' RT B 2.00' VARIES 58.90' 2.8% 11'-0" 6'-6" PROP CEM CONC HMA DRIVEWAY NOTES: 12 INCHES (SEE TYPICAL SECTIONS) ES&TDING.ND. 1. LEFT SIDE\RIGHT SIDE DETERMINED WHEN STANDING IN ROADWAY LOOKING AT RAMP OR DRIVEWAY. LG-423B 2. SEE CONSTRUCTION PLANS FOR LOCATIONS OF DETECTABLE WARNING PANELS AT DRIVEWAYS. COST SHALL BE DRIVEWAY SECTION B-B INCIDENTAL TO ITEM 701.1 CEMENT CONCRETE SIDEWALK AT DRIVEWAYS. DETECTABLE WARNING PANELS SHALL BE NOT TO SCALE DES CHK BRICK RED IN COLOR. DR CHK EST CHK * = TOLERANCE FOR CONSTRUCTION = 0.5%± ENGINEER IN CHARGE [McLaug_J] - April 17, 2015 - 11: 58am - T:\LG-423B Salem Grove St\Drawings\Grove St WCR & DW Details.dwg [DW DETAILS] SALEM GROVE STREET IMPROVEMENTS STATE FED. XDPROJ NO. SHEET TOTAL NO. SHEETS MASS. 33 53 CONTRACT NO. 0-20 RETRIEVAL STRAP CONSTRUCTION DETAILS GEOTEXTILE SKIRT 48' 1.� CATCH BASIN GRATE GEOTEXTILE FABRIC 014 OVERFLOW SILT SACK NOT TO SCALE TUBES CAN BE PLACED DIRECTLY ON 2 IN DEEP x 12 IN WIDE LAYER OF LOOSE GENERAL NOTES: EXISTING PAVEMENT COMPOST MATERIAL PLACED ON 1 . PROVIDE A MINIMUM TUBE DIAMETER OF 12 INCHES FOR SLOPES UP TO v°° WHEN NECESSARY. °° °v UPHILL/FLOW SIDE OF TUBES TO FILL 50 FEET IN LENGTH WITH A SLOPE RATIO OF 3H: 1V OR STEEPER. SPACE BETWEEN SOIL SURFACE AND LONGER SLOPES OF 3H: 1 V MAY REQUIRE LARGER TUBE DIAMETER OR as TUBES. ADDITIONAL COURSING OF FILTER TUBES TO CREATE A FILTER BERM. DIRECTION OF FLOW REFER TO MANUFACTURER'S RECOMMENDATIONS FOR SITUATIONS WITH ° LONGER OR STEEPER SLOPES. EXISTING COMPOST FILTER TUBE 2. INSTALL TUBES ALONG CONTOURS AND PERPENDICULAR TO SHEET OR PAVEMENT MINIMUM 12 INCHES IN DIAMETER WITH AN CONCENTRATED FLOW. ° EFFECTIVE HEIGHT OF 9.5 INCHES. 3. DO NOT INSTALL IN PERENNIAL, EPHEMERAL OR INTERMITTENT STREAMS. EXISTING HEADWALL 4. CONFIGURE TUBES AROUND EXISTING SITE FEATURES TO MINIMIZE SITE OR OTHER TUBES FOR COMPOST FILTERS SHALL BE DISTURBANCE AND MAXIMIZE CAPTURE AREA OF STORMWATER RUN—OFF. OBSTACLE JUTE MESH OR APPROVED BIODEGRADABLE MATERIAL. ADDITIONAL TUBES SHALL BE USED AS REQUIRED BY THE ENGINEER. PROVIDE A 3 FT MINIMUM STREAM OVERLAP AT ENDS OF TUBES TAMP TUBES IN PLACE TO ENSURE GOOD °a TO JOIN IN A CONTINUOUS AREA OF CONTACT WITH SOIL SURFACE. IT IS NOT q q, BARRIER AND MINIMIZE DISTURBANCE O/RFc EX STSNG RGROUND ENCH TUBES INTO THE ROTECTED STAKEUNIMPEJDOIDNINGOTUBES W. j ° T \ N OF °aaaa AREA SNUGLY AGAINST EACH as OTHER TO PREVENT AREA OF aaaa UNFILTERED FLOW BETWEEN q PROTECTED AREA 2 INCH X 2 INCH X 3 FEET DISTURBANCE \ \ \ UNTREATED HARDWOOD STAKES, UP TO 5 aQa as THEM. a °a v°° TUBES FT RN PLACE.T OR AS REQUIRED TO SECURE aaa° SECURE ENDS OF TUBES as aaa WITH STAKES SPACED 18 IN a° PLACING TUBES 3.0 FT MIN APART THROUGH TOPS OF WHEN STAKING IS NOT POSSIBLE, SUCH aoa TUBES. AGAINST THE UPHILL 2 FT MIN PAVEMENT,AS WHEN THEAVY CONCRETE ORES MUST BE EDCINDER ON °°°° SIDE OF WELL— v°° avv° °v BLOCKS CAN BE USED BEHIND TUBES UP °aa° oa ANCHORED, TO 5 FT APART OR AS REQUIRED TO °v ® STATIONARY FEATURES SECURE TUBES IN PLACE. °°° SUCH AS EXISTING TREES CAN PROVIDE \\\\\\\\\\\\\\\\\\ °a°° UNTREATED HARDWOOD EXISTING ADDITIONAL BRACING. v v TREE UNDISTURBED SOIL QaQoa STAKE (TYP) DIRECTION OF FLOW ° q IV CURVE ENDS UPHILL °° COMPOST FILTER TUBE °°a Qoaa (TYP) ° TO PREVENT \ DIRECTION OF FLOW as LOOSE COMPOST LAYER ° DIVERSION OF °°a° UNFILTERED LIMIT OF WORK RUN—OFF. SECTION VIEW PLAN VIEW — JOIN DETAIL PLAN VIEW COMPOST FILTER TUBE DETAILS NOT TO SCALE FS&T DWG.ND. LG-423B DES CHK DR CHK EST CHK ENGINEER IN CHARGE [McLaug—J] — April 17, 2015 — 11:59am — T:\LG-423B Salem Grove St\Drawings\Grove St Construction Details.dwg [Layoutl] SALEM GROVE STREET IMPROVEMENTS STATE FED. XDPROJ NO. SHEET TOTAL NO. SHEETS MASS. 34 53 FINISHED GRADE CONTRACT NO. 0-20 SEE �OTE 4. CONSTRUCTION DETAILS LIMIT OF ROADWAY WORK a „ 18" (MIN) a a PAVEMENT RECLAMATION OR o Q cu 00 a' ° 24 SQUARE 10 —0 TYP FULL DEPTH CONSTRUCTION ° TOP OUTSIDE OF PIPE PAVEMENT MICROMILLING (SEE PLANS FOR LOCATIONS) 1 SEE NOTE 3. 2" SUPERPAVE HMA PROP SAWCUT SURFACE COURSE (SSC-9.5) INVERT , EXIST ROADWAY ,d Z a ' a "DOGHOUSE" OPENING U o m OIL/DEBRIS SEE NOTE 2. LIMIT OF WORK PAVEMENT KEY DETAIL U a TRAP 5„ NOT TO SCALE bj z d . O (n Z m NOTES: • .a 4 ° 1. ALL SECTIONS SHALL BE DESIGNED FOR HS-20 LOADING. a 48" DIA. MIN. 2. PROVIDE DOGHOUSE OPENING FOR PIPES WITH 2" MAX. CLEARANCE TO a OUTSIDE OF PIPE. TOP SLAB SHALL NOT REST DIRECTLY ON PIPE. GROUT ° ALL PIPE CONNECTIONS (NON—SHRINK GROUT). q a .4. 3. JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED BUTYL a a' 4. RUBBER. 4. CATCH BASIN FRAME AND GRATE (8" DEPTH) SHALL BE SET IN FULL MORTAR BED. 5. ADJUST TO FINISH GRADE WITH MORTAR AS REQUIRED SHALLOW CATCH BASIN NOT TO SCALE 4" PVC, SDR 35, ASTM D3034,S LENGTH VARIES 4" WYE FLEXIBLE SADDLE WITH 4" SS STRAPS WATER ROADWAY FLOW D MAIN SURFACE-i A *45 OUTLINE OF TEE BRANCH EXIST 24" VCP PUMPER CONNECTION SECTION A-A TO FACE ROADWAY �5° UNLESS SPECIFIED 45° OTHERWISE B B U Cn m �i PROP CURB SEE 2" MIN TO 4" MAX PLAN SECTION 1 x ROADWAY SURFACE PLANS O 4" PVC, SDR 35, w ASTM D3034,S ARUR94WR' " LENGTH VARIES HORIZONTAL THRUST BLOCK SCHEDULE MINIMUM 0.5% SLOPE bi VALVE BOX CRUSHED TABLE OF DIMENSIONS IN INCHES REBAR FOR o STONE U A B C LOCATOR 4" WYE FLEXIBLE SADDLE TAPPING POCKET " WITH 4" SS STRAPS P SLEEVE 6 8/32EN /16 6 9 9 WATER MAIN s HYDRANT DRAIN 1 /8 6 12 12 LO 6" DI PIPE I • s z CONCRETE 1 /4 9 16 16 _ 4 PVC CAP �:��° •.� THRUST 12" BEND P. + CORE 4" 0 HOLE BLOCK IN EXIST 24" VCP I I 1 /32, 1 /16 6 13 13 1 /8 6 18 18 1 /4 9 24 24 MECHANICAL JOINT PLUG, TEE (BRANCH) 6" GATE VALVE 67 6 11 11 8" 9 14 14 DRAIN CONNECTION CONCRETE THRUST BLOCK MECHANICAL JOINT 12" 9 21 21 ES&TDING.NO. NOT TO SCALE BEARING UPON UNDISTURBED WITH "MEGALUG" NOTES : LG-423B EARTH STYLE FITTING 1 . REFER TO SPECIFICATIONS FOR MATERIAL REQUIREMENTS 2. SUBJECT TO FIELD MODIFICATION BY ENGINEER DES CHK DR CHK NEW FIRE HYDRANT CONNECTION THRUST BLOCK DETAIL NOT TO SCALE EST CHK NOT TO SCALE ENGINEER IN CHARGE [McLaug—J] — April 17, 2015 — 11:59am — T:\LG-423B Salem Grove St\Drawings\Grove St Construction Details.dwg [Layout 21 SALEM GROVE STREET IMPROVEMENTS STATE FED. AID PROD. NO. SHEET TOTAL NO. SHEETS MASS. 35 53 CONTRACT NO. 0-20 CROSS SECTIONS GOODHUE STREET 16 1 5% 16 20 — — -8 0% z CUT = 16.03 SF w w FILL = 0.24 SF 120 12 XI IX 0 o_ o co Sal a 1 8 -30 -20 -10 0 10 20 30 40 101 +50 UP +36 1 Story �I Brick Building 16 13.8° 16 ° 15% 2. % -5.0% — -- - - — LLA z — z CUT = 16.71 SF w w FILL = 0.00 SF 12 12 XI IX a_ ca m o_ a -30 -20 -10 0 10 20 30 40 101 +00 U- U 20 20 INC: I 16 m 11 16 � 2 5% -5.0% — —— — — —— — - CUT = 12.07 SF z_ — — — — _ z_ FILL = 0.00 SF J � J W W 12 12 UI LIM T OF 10 INCH I 0 RE LAM TION TYP) 0 o_ o_ o_ -30 -20 -10 0 10 20 30 40 100+50 UP #551 +46 FS&T DWG.NO. LG-423B DES CHK DR CHK 4 0 4 8 EST CHK IV \ /<AG 5 SCALE IN FEET S A D O ENGINEER IN CHARGE [McLaug_J] — April 17, 2015 — 11:59am — T:\LG-423B Salem Grove St\Drawings\Grove St Cross Sections.dwg [Sht (01)] SALEM GROVE STREET IMPROVEMENTS STATE FED. AID PROD. NO. SHEET TOTAL NO. SHEETS MASS. 36 53 CONTRACT NO. 0-20 CROSS SECTIONS GOODHUE STREET 20 20 1.5% 1.5% o — 16 ---- -- ---- _ _— __ -- --- 7.5/0 2.0% 16 -- -- — -- -5.0% 7.8° z CUT = 27.62 SF w FILL = 1 .93 SF MEET EXIST I v) SIDEWALK X 12 ILn (BY OTHERS 10 12 -60 -50 -40 -30 -20 -10 0 10 20 30 40 102+50 LL U 20 20 16 — --- - -- — 1.5% ° 16 — —— —— — — -5.00/ J CUT = 14.49 SF w — w FILL = 2.14 SF �I REMOVE EXIST SIDEWALK AND PAVEMENT IN PROP PAVEMENT1 10 12 LOAM AND SEED AREAS (TYP CN 1 U KI=IVIAII 12 IL ILD LID (BY OTHERS) a ¢ � � I ¢ -50 -40 -30 -20 -10 0 10 20 30 40 102+00 IL U 20 20 Q � —y 16 N 5.0% 1.5% 0 16 z — — 2. /° z CUT = 25.45 SF o w — — -5.0% w FILL = 0.00 SF XI CURB & SIDEW LK 0 0 12 Nlu 12 a N o LI IT OF 10 IN H Q r RE LAM TION (TYP) (BY THE S) Q -40 -30 -20 -10 0 10 20 30 40 101 +75 FS&T DWG.NO. LG-423B DES CHK DR CHK 4 0 4 8 EST CHK SCALE IN FEET ENGINEER IN CHARGE [McLaug_J] — April 17, 2015 — 11:59am — T:\LG-423B Salem Grove St\Drawings\Grove St Cross Sections.dwg [Sht (2)] SALEM GROVE STREET IMPROVEMENTS STATE FED. AID PROD. NO. SHEET TOTAL NO. SHEETS MASS. 37 53 CONTRACT NO. 0-20 CROSS SECTIONS GROVE STREET #64 A 1 Story AI Masonry 20 20 Building 16 w --_ _— - - - — — 1.5/0 — 0 16 -4 55% CUT = 17.97 SF w — — _ FILL = 2.77 SF xl 12 0 MEN 12 0- TO REMA N (BY OTHERS) -60 -50 -40 -30 -20 -10 0 10 20 UP 40 104+00 +99 U P/LP #556 +93 Hydrant +89 20 20 ---- — 12:1 - -__ 1.50/co Q 2.0% —y °� CUT = 26.34 SF 16 — -5.0% Z LU 16 FILL = 0.00 SF REMOVE EXIST SIDEWALK — — w AND PAVEMENT IN PROP LOAM AN SEE❑ AREAS (TY ) PAVEMENT IX 12 TO REM dN 12 (B OTH RS) a -60 -50 -40 -30 -20 -10 0 10 20 30 40 103+50 20 20 _— — BEAVER THE T 2.0% CUT = 60.34 SF 16 —— — — — —— -5.0% Z 16 FILL = 0.00 SF w PAVEN ENT IV) 12 LIMIT OF 10 INCH 0 RFIAAIKI 18 12 = co o RECLAMAT ON ( P) Ui ( Y OT ERS a- a � � Q -50 -40 -30 -20 -10 0 10 20 30 40 103+00 UP +77 FS&T DWG.NO. LG-423B DES CHK DR CHK 4 0 4 8 EST CHK SCALE IN FEET ENGINEER IN CHARGE [McLaug_J] — April 17, 2015 — 11:59am — T:\LG-423B Salem Grove St\Drawings\Grove St Cross Sections.dwg [Sht (3)] SALEM GROVE STREET IMPROVEMENTS STATE FED. AID PROD. NO. SHEET TOTAL NO. SHEETS MASS. 38 53 CONTRACT NO. 0-20 CROSS SECTIONS GROVE STREET I 16 I 16 1 z CUT = 13.02 SF 1 w FILL = 0.00 SF 12 P _ 12 z I #2/555 C) J 9 10 w cr7 CV 11 $ 1 Q U) Q 8 -30 -20 -10 0 10 20 30 PROP UP "` APPROXIMATE EXISTING CROSS SLOPE 1 05+00 NOTE: +92 LIMIT OF PAVEMENT MILL AND OVERLAY: STA. 104+85 TO STA. 105+50 {SEE PLANS) U P/LP #22/555 +91 16 16 12-1 1.5/ _2 5/ Q r 14:1 —— -3.0/° — - -- _ — — — — _ CUT = 16.03 SF —127 -- 12 FILL = 1 .47 SF �1UJ z 1 z co w co cV w 8 0- 0 —::] 8 -30 -20 -10 0 10 20 30 104+75 16 yCL 16 1 a 1.5% 4.3% -1.25 o 16:1 ---- — — — 0 — -4.0°/ 5 _ z CUT = 27.83 SF I — — w FILL = 0.00 SF 12 0 12 IX 00 I� � � w w a -40 -30 -20 -10 0 10 20 30 104+50 UP +41 16 en 16 3.0% 1.5% 4.3% 0.00/ CUT = 35.76 SF — — — — I FILL = 0.00 SF w � z 0 12 12 w 00 00 LIMIT OF 1 INCH a- a- 4 4 ]:AREC MAT ON p) TO REMAINQ -50 -40 -30 -20 -10 0 10 20 30 104+25 FS&T DWG.NO. LG-423B DES CHK DR CHK 4 0 4 8 EST CHK SCALE IN FEET ENGINEER IN CHARGE [McLaug_J] — April 17, 2015 — 11:59am — T:\LG-423B Salem Grove St\Drawings\Grove St Cross Sections.dwg [Sht (4)] ADDENDUM NO. 3 OCTOBER 3, 2014 SALEM GROVE STREET IMPROVEMENTS APPROX SHEET TOTAL LIMITS OF STATE FED. AID PROJ. NO. NO. SHEETS 16 RR TRACKS 16 MASS. 39 53 I CONTRACT NO. 0-20 12:1 1.5% -2.0% -2.0% 1.5% _- CROSS SECTIONS I CUT = 29.17SF 12 12 GROVE STREET I Iw MATCH EXIST GRADES I I FILL = 0.00 SF p z ALONG RUBBERIZED CROSSING p z w ,` ti PANELS (WORK BY OTHERS) a_ w Q ❑ C6 cl i ❑ LU 8 U) Q U) I 8 -40 -30 -20 -10 0 10 20 30 40 106+50 16 16 2 0.5% -2.0% -2.0% 11.5% 6-1 CUT = 19.33 SF -- — _ — -- — — — — _ — - -- — — FILL = 0.00 SF 12 12 c� � o0 cr) co 8 8 -30 -20 -10 0 10 20 30 106+25 PROP HYD +24 16 16 a Q �— 6:1L 1.5/o -2.0% -2.0% 1 .5% 1.5% -- ram== -- -- — -- I CUT = 19.24 SF 12 I Iw Iw I 12 FILL = 1.60 SF z cr) � z w a? C a w w c"' cl' a w 8 co Q e— 8 -40 -30 -20 -10 0 10 20 30 40 PROPUPV 1 06+00 +70 UP/LP #22/772 +70 w J X U �n X 8" D 16 +50 I x I I 16 x ° — — — — — — — 1 .5/o a� -2.0%* -3.0% °� 0 ° -7 0°o/ CUT = 21.11 SF 12 12 FILL = 0.00 SFui 1 xl LIMIT OF 10 INCH �Iw RECLAMATION (TYP) zui I o � oIJ N w 8 ~ a-0Q IC, ~I 8 -40 -30 -20 -10 0 10 NOTE: 20 30 40 * APPROXIMATE EXISTING CROSS SLOPE 1 05+50 LIMIT OF PAVEMENT MILL AND OVERLAY- STA. 104+85 TO STA. 105+50 (SEE PLANS) FS&T DWG.NO. LG-423B DES CHK DR CHK 4 0 4 8 2 1/7/15 UPDATED CURB TO 6" REVEAL JCM EST CHK 1 10/3/14 ADDENDUM NO. 3 - REVISED TO MILL & BTR SCALE IN FEET OVERLAY E NC INEE R IN CHARGE REV. DATE DESCRIPTION j BY [McLaug_J] — April 17, 2015 — 12: 00pm — T:\LG-423B Salem Grove St\Drawings\Grove St Cross Sections.dwg [Sht (5)] CONSTRUCTION UPDATE NO. 01 SALEM 8" D GROVE STREET IMPROVEMENTS +69 SHEET TOTAL 27' Lt STATE FED. AID PROD. NO. NO. SHEETS MASS. 40 53 CONTRACT NO. 0-20 8" D +52 w CROSS SECTIONS 28' Lt " GROVE STREET 20 20 �— -3.0% o a) — — — .5% -3.0% 16 �— _ — 16 CUT = 19.01 SF FILL = 0.53 SF Xlw Iw 12 Z z 12 a w co co w w a 6 6 e— Q IV- � co -30 -20 -10 0 10 20 30 108+50 U P/L P #774 +39 8" D +31 28' Lt m 1.5% 16 0.5 16 mm -2.0°0/ 1.0°/ — — — - -8.3% / — —— I I CUT = 25.31 SF FILL = 0.00 SF 12 12 Iz Xlz o — w o w o Sri L6 o � � 8 -40 -30 -20 -10 0 10 20 30 108+00 L� U I 16 I CILr I I 16 I Q- -2 0% 1 .5% 1 .5%1 .5 a� -- -- I - -- - - - - - L 2� CUT = 25.59 SF FILL = 0.93 SF 12 I Iw LIMITOF 1 INCH Iw I 12 I �Iz RECLAMA ION ( P) 0I J I a w N w W 8 W I Q U) 1 Q U) LL]I 8 -30 -20 -10 0 10 20 30 107+50 8" D +48 U P #4405 29' Lt +06 PROP UP +05 I 16 I I 16 -2.0% -2.0°0/ °' 1 .5% I — 81 — 4 — — CUT= 38.27 SF 12 - - - - - - I FILL - 0.00SrF I XIw 12 UP Iw I I z z 0I J � W #773 {old) Q0 co ti W a 0 +98 cli co w � 8 LuI QIu) w1 8 -30 -20 UP -10 0 10 20 30 PROP UP #773 1 07+00 +94 +94 FS&T DWG.NO. LG-423B DES CHK DR CHK 4 0 4 8 EST CHK SCALE IN FEET ENGINEER IN CHARGE [McLaug_J] — April 17, 2015 — 12: 00pm — T:\LG-423B Salem Grove St\Drawings\Grove St Cross Sections.dwg [Sht (6)] SALEM GROVE STREET IMPROVEMENTS STATE FED AID FROJ INO SHEET TOTAL CIO. SHEETS MASS. 41 53 CONTRACT INO 0-20 CROSS SECTIONS GROVE STREET J J H 28 28 I I I MASON STREET 24 - - ---- -- — 24 _ _ -- - --- — CUT = 65.51 SF 6.1% -- -- FILL = 0.00 SF Lu 0.5% m 4 2 6.1% - --_ — — -- z -- Iw 20 20 I w � co uj oZ o 16 Q coN N a Q 16 -40 -30 -20 -10 0 10 20 30 40 50 60 109+35 HYD +08 28 28 24 I _ __ 24 1.5% 1.5% 20 — — — — —— CUT = 17.55 SF 20 1.5% 5.0% — — I FILL = 4.09 SF —— I LIMIT OF 1 INCH z F —j RECLAMATION ( P) w 16 I I 16 LL of to LL Lo c a 12 ~ Q Q ~ 12 -40 -30 -20 -10 0 10 20 30 40 109+00 FS&T DWG.ND. LG-423B DES CHK DR CHK EST CHK SCALE IN FEET ENGINEER IN CHARGE [McLaug_J] — April 17, 2015 — 12: 00pm — T:\LG-423B Salem Grove St\Drawings\Grove St Cross Sections.dwg [Sht (7)] SALEM GROVE STREET IMPROVEMENTS STATE FED. AID PROD. NO. SHEET TOTAL NO. SHEETS MASS. 42 53 CONTRACT NO. 0-20 CROSS SECTIONS 32 GROVE STREET 32 #50 1 Story B rick Building 28 5 28 6.0% - - -- — - -- - - — — _— w CUT = 12.21 SF z FILL = 16.42 SF _ J I — — — — w 24 ❑ 24 LIMIT OF 1 INCH I U) p ? REC MAT ON 0 w c) ti a 20 Q N N Q 20 -20 -10 0 10 20 30 40 110+50 U P/LP +49 MA ON STREET PROP UP 28 :00 28 #50 1 Story i Brick — -- -- - - -- -- - — -- -- - - - - — -- — -- Building 1.50� �— -- 24 6.0/o W 24 °' �•1 z w I❑ xlLU z Ix 20 a w LO = a 20 o 4 e— o_ Q N N a Q CUT = 50.13 SF FILL = 0.50 SF -30 -20 -10 0 10 20 30 40 50 60 110+00 28 28 I MAS N STREET Q 24 — — 24 — — — CUT = 78.63 SF Q g 1% _ _— —— — — FILL = 0.00 SF o — 20 I 20 W z aW LO C? = N N 16 Q a 16 -50 -40 -30 -20 -10 0 10 20 30 40 50 109+50 FS&T DWG.NO. LG-423B DES CHK DR CHK 4 0 4 8 EST CHK SCALE IN FEET ENGINEER IN CHARGE [McLaug_J] — April 17, 2015 — 12: 00pm — T:\LG-423B Salem Grove St\Drawings\Grove St Cross Sections.dwg [Sht (8)] SALEM GROVE STREET IMPROVEMENTS STATE FED. AID PROD. NO. SHEET TOTAL NO. SHEETS� MASS. 43 53 LL U ;;T CONTRACT NO. 0-20 24 I I 24 CROSS SECTIONS Q HARMONY GROVE ROAD - - -- -� - --- - --- - - - -- - - - - -- - �- - - -- -- - -- - 20 -- 20 - - -- z CUT = 0.00SF w FILL = 0.00 SF x�z � x 16 � w � a 16 -40 -30 -20 -10 0 10 20 30 40 112+00 UP/LP #3033 +89 RET EXIST WOOD RAIL J U 28 28 f— 24 — � _ — — — 24 z CUT = 28.34 SF w FILL = 0.00 SF xjuj z X 20 a w co cq � 20 w o- o T a_ QIU N N Q -40 -30 -20 -10 0 10 20 30 111 +50 PROP UP +03 32 - 32 J U I GR VE STREET (NORTH) — - - - --- _ - -- - - -- - - -- - -- 28 r _ —— 28 -► r 6.5% - -- - - -- - 1.5% 6.0% CUT = 21.63 SF - - - - -- — -- - - — — _ — FILL = 0.00 SF 24 i w LIMI OF 1 INCH24 I z_ RECLAMATION ( P) J a- LJ_I CD O = ❑_ CD CD 20 ~ Q cn N INa_ 20 -30 -20 -10 0 10 20 30 40 50 60 U P/LP 111 +00 #3032 +83 FS&T DWG.NO. LG-423B DES CHK DR CHK 4 0 4 8 EST CHK SCALE IN FEET ENGINEER IN CHARGE [McLaug_J] — April 17, 2015 — 12: 00pm — T:\LG-423B Salem Grove St\Drawings\Grove St Cross Sections.dwg [Sht (9)] SALEM GROVE STREET IMPROVEMENTS HYD SHEET TOTAL +15 STATE FED. AID PROD. NO. NO. SHEETS MASS. 44 53 UP/LP #556 CONTRACT NO. 0-20 +06 CROSS SECTIONS 24 BEAVER STREET m m 20 LU Z — — 5 CUT_ 65.95 SF FILL = 11.55 SF Q — — 16 8" STUMP +16 25' Lt 60 70 80 90 100 110 U �0 UP J #557/84 Q +12 LLI 24 1 .5% ��- - - — -- 4.5% o 20 z J co Lu Lu z_ J [J XI � o � 16 o Q a00 0 Q N N -40 -30 -20 -10 0 10 20 30 40 50 60 201 +00 24 2.6% 1. % 9 °. — 3.75% 20 Lu o o_ Ln Lq oL o 0 16 Q N N -40 -30 -20 -10 0 200+85 DRIVE LT PROP HYD +76 LL w z_ J 20 �r p 20 6.0%1 — —— — 2.0% 2.0% 1.5% CUT = 74.65 SF -- - - 16 a 16 = o ~ _ e— 06 ti a T- -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 200+50 FS&T DWG.NO. LG-423B DES CHK DR CHK 4 0 4 8 EST CHK SCALE IN FEET ENGINEER IN CHARGE [McLaug_J] — April 17, 2015 — 12: 01 pm — T:\LG-423B Salem Grove St\Drawings\Grove St Cross Sections Side St.dwg [Sht (2)] SALEM GROVE STREET IMPROVEMENTS STATE FED. AID PROD. NO. SHEET TOTAL NO. SHEETS MASS. 45 53 CONTRACT NO. 0-20 CROSS SECTIONS BEAVER STREET 36 ---- ---- -- — — _ 36 x 32 Z o Z 32 w L6 Lo a w o coco � o -40 -30 -20 -10 0 10 20 30 202+50 36 U 36 J J Q _ 8.0% Q Iw _ N 32 7.0% 32 _ 0.51' CUT = 56.54 SF 7.0% 5% FILL = 0.00 SF Iw w 28 w co 812 28 a ❑ o o a ❑ Q cA `� `o Q I cn -40 -30 -20 -10 0 10 20 30 202+00 J LL Q VARY SLOPE TO U MEET EXIST GRADES `o � AT BACK OF WALK 2:1 MAX _5 w o Q Z 28 7.0% I Q 28 7.0% I _ 1.5% p 24 Z Q 24 J w a, 0 20 N I 20 a w Q N N -30 -20 -10 0 10 20 30 40 50 60 70 80 201 +50 CUT = 91.57 SF FILL = 0.51 SF FS&T DWG.NO. LG-423B DES CHK DR CHK 4 0 4 8 EST CHK SCALE IN FEET ENGINEER IN CHARGE [McLaug_J] — April 17, 2015 — 12: 01 pm — T:\LG-423B Salem Grove St\Drawings\Grove St Cross Sections Side St.dwg [Sht (3)] SALEM GROVE STREET IMPROVEMENTS STATE FED. AID PROD. NO. SHEET TOTAL NO. SHEETS MASS. 46 53 CONTRACT NO. 0-20 40 J 40 CROSS SECTIONS w N MASON STREET 36 I — _ ---- — --- - — ---- — — 36 Lu LU o — o � o (0 � o 32 132 —20 —10 0 10 20 30 302+00 w Z J 36 ❑ 36 \ I — _ — CUT = 36.06 SF X I w 4:1 0 1% _0 1 5 I / FILL = 0.00 SF 32 w 32 0- 0 0 . rn a cA c` cco —20 —10 0 10 20 30 40 301 +50 J J 32 32 ol CL \ — —— CL CUT = 39.42 SF w FILL = 0.82 SF 28 0 28 of �IJ w I a rn a) a 0 ai 6 a I �5 24 a N N 24 —30 —20 —10 0 10 20 30 40 301 +00 U P/LP #1465 +63 Q 1 a� 28 0.5% —_ —�-- -- --- - -- --- — — -- - --- - -- 1.8% —2.0% 1.5% w — — —— -5.0% Z w -- ---- J � Z — —— _ — 6:1 Lu _ C/) 24 �I 24 cn o — a o_ a N 20 N 20 -40 -30 -20 -10 0 10 20 30 40 50 60 CUT = 72.84 SF 300+50 FILL = 20.74 SF 1 FS&T DWG.NO. LG-423B DES CHK DR CHK 4 0 4 8 EST CHK 1 1/7/15 REVISED ROADWAY CROSS SLOPE JCM ENGINEER IN CHARGE SCALE IN FEET REV. DATE DESCRIPTION BY [McLaug_J] — April 17, 2015 — 12: 01pm — T:\LG-423B Salem Grove St\Drawings\Grove St Cross Sections Side St.dwg [Sht (4)] CONSTRUCTION UPDATE NO. 01 SALEM `L GROVE STREET IMPROVEMENTS SHEET TOTAL STATE FED. AID PROD. NO. NO. SHEETS J MASS. 47 53 40 40 � CONTRACT NO. 0-20 W CROSS SECTIONS GROVE STREET (NORTH) 36 a Q 36 -- -- — - - - - -- — _ - - - -- - - -- — -- — -- ---- J� - - -- - Xlz X z 32 �I w I w 32 0 ILD 11 �I m Q cn -30 -20 -10 0 10 20 UP 401 +75 ,L #779 +60 J 40 U 40 w 36 36 Q —� �- - a�i -2.0% -1.8% I 3.7% CUT = 17.80 SF FILL = 0.00 SF 32 I I 32 IW Iw z z o a? 00 ao a_ co co 28 -30 -20 -10 0 10 20 28 HYD 401 +50 +38 w J U � I I 36 I - I 36 8.3% — � - - -2.0% -2.0% m 15.0% 1-5 CUT = 21.26 SF I FILL = 0.41 SF 32 — _ I 32 Iw Iw 8I--t-- z �Iz � o rno � o Lu 28 QICn " c alp ~I 28 -30 -20 -10 0 10 20 30 401 +25 LL DRIVE RT U 36 I I 36 CL _ I _ �— -- - 32 - -- - -- - - - — -2.0% -1 .0%0 1.5%T 32 CUT = 16.96 SF — — — I FILL = 0.19 SF �Iw ><Iw I z z 28 �I w N w I 28 CID 24" D - 0 -20 -10 0 10 20 30 +74 401 +00 30' Lt U P/LP w #778 U +69 32 32 f— Q —y 0- 1 0 05% 0 1 .0% -- - - -- -C4 _ � I 28 28 CUT = 47.41 SF FILL = 4.80 SF w w w 1 24 o I 24 U) 0 0 N O 2 Q N N ¢ 20 - 0 -40 -30 -20 -10 0 10 20 30 FS&T DWG.NO. 4 00+50 LG-423B DES CHK DR CHK 4 0 4 8 EST CHK 1 1/7/15 REVISED ROADWAY CROSS SLOPE JCM E NGINEE R IN CHARGE SCALE IN FEET REV. DATE DESCRIPTION j BY [McLaug_J] — April 17, 2015 — 12: 01pm — T:\LG-423B Salem Grove St\Drawings\Grove St Cross Sections Side St.dwg [Sht (01)] CONSTRUCTION UPDATE NO. 01 SALEM GROVE STREET IMPROVEMENTS STATE FED. XDPROJ NO. SHEET TOTAL ABBREVIATIONS: GENERAL NOTES: NO. SHEETS ELECTRICAL LEGEND: MASS. 48 53 CONTRACT NO. 0-20 LIGHTING CONDUIT DIRECT A AMPERES 1 . CONDUIT RUNS ARE DIAGRAMMATIC. BURIED IN THE EARTH AFG ABOVE FINISHED GRADE COORDINATE CONDUIT RUNS WITH ALL OTHER LIGHTING LEGEND, ABBREVIATIONS, AWG AMERICAN WIRE GAUGE EXISTING OR PROPOSED UNDERGROUND ® CONDUIT, CONCRETE ENCASED C CONDUIT UTILITIES AND STRUCTURES. NOTES & DETAILS CB CIRCUIT BREAKER (ADD ALTERNATE) CKT CIRCUIT 2. PRIOR TO THE INSTALLATION OF PROPOSED CONDUIT TURNING DOWN CM CIRCULAR MIL LIGHTING, THE CONTRACTOR SHALL EXCAVATE FBO FURNISHED BY OTHERS TEST PITS AT LOCATIONS OF UTILITY SINGLE LUMINAIRE WITH LIGHT POLE Fc FOOT CANDLES CROSSINGS TO VERIFY DEPTHS AND LOCATIONS AND CONCRETE POLE FOUNDATION GAL GALVANIZED OF EXISTING PIPES, CONDUITS OR OTHER 9 ® W30CE) GND GROUND FACILITIES AND AS REQUIRED BY THE Fri LIGHTING CONTROL CABINET GFI GROUND FAULT INTERRUPTER ENGINEER. WORK SHALL BE PAID FOR UNDER Cill=PRE—CAST HANDHOLE IESNA ILLUMINATING ENGINEERING SOCIETY OF ITEM 141 .1 TEST PIT FOR EXPLORATION. NORTH AMERICA KVA KILO VOLT AMPERES RATING: 600 VOLTS — 20 AMPS. LL "L" LEFT 3. COORDINATE ELECTRIC SERVICE WITH ELECTRIC FUSE SIZE: 1 1 /2)) x 13 32" O.D. — FERRULE 3 8" LT LIQUID TIGHT FLEXIBLE METAL CONDUIT UTILITLY COMPANY (NATIONAL GRID). ALL WORK LTG LIGHTING ASSOCIATED WITH THE ELECTRIC SERVICE MUST CONNECTOR SIZE: 8 1 /2" x 7/8" O.D. LUMINAIRE INFORMATION BOX NIC NOT IN CONTRACT BE COMPLETED IN ACCORDANCE WITH ELECTRIC CONNECTOR TYPE: FUSE — QUICK DISCONNECT PVC POLYVINYL CHLORIDE COMPANY STANDARDS. SET SCREW TYPE CONNECTION POLE IDENTIFICATION NUMBER. RCPT RECEPTACLE CONNECTOR MATERIAL: MOLDED PLASTIC BODY WITH 'LC1 ' INDICATES LOAD CENTER INDICATES CIRCUITS TO RGS RIGID GALVANIZED STEEL 4. ALL UTILITY BACK CHARGES ARE THE RESPONSIBILITY OF THE CONTRACTOR FOR ALL RUBBER INSULATING BOOTS. '1 ' POWERS LIGHT POLE AND LUMINAIRE AND RNC RIGID NON—METALLIC CONDUIT WORK PERTAINING TO THIS PROJECT. CONDUCTOR SIZE: LINE AND LOAD #2 AWG '01 ' INDICATES POLE NUMBER _,,, LC1 -01 17,R18 RECEPTACLE. LUMINAIRE IS RT RAIN TIGHT COORDINATE ALL PERMANENT AND TEMPORARY THROUGH #12 AWG STA 44+98 POWERED FROM CIRCUIT 17. POWER WITH THE UTILITY. STATION NUMBER RECEPTACLE IS POWERED SCH SCHEDULE REQUIRED FEATURES: WATERTIGHT NO TAPING OR BACK OF SW FROM CIRCUIT 18. SW SIDEWALK SEALANT REQUIRED POLE BASE LAYOUT OF UNFUSED 5. ALL ELECTRICAL EQUIPMENT SHALL BE UL TYPE ON THIS SHEET V VOLTS LISTED FOR ITS INTENDED USE. —FUSE HELD IN LOAD SIDE WHEN CONNECTOR IS W WATTS DISCONNECTED. AASHTO COMPLIENT BREAKAWAY FUSE WP WEATHERPROOF 6. PROVIDE GROUND CONDUCTOR IN EACH HOLDER. ELECTRICAL RACEWAY IN ACCORDANCE WITH —PROVIDE APPROVED FUSE HOLDER WITH "DUMMY" ROD THE CODE. BLANK FUSE FOR NEUTRALS 7. THE HOT LINE AND NEUTRAL CONDUCTORS IN FUSE HELD IN LOAD SIDE WHEN CONNECTOR IS THE POLE HANDHOLE SHALL HAVE AN DISCONNECTED. APPROVED STREET LIGHT FUSE CONNECTOR. STRAIGHT THRU CONNECTOR NOT TO SCALE DRAWN BRASS, 13/32" SILVER PLATED, 1 .5 0.D. FERRULE SIZE: MIDGET TYPE: CURRENT LIMITING FUSE VOLTAGE RATING: 120/240 VOLTS USE: PROTECTION OF AREA LIGHTING EQUIPMENT PROVIDE ON ALL LIGHT FU SES POLES A 15 AMP GFI NOT TO SCALE GENERAL PURPOSE RECEPTACLE AND CAST EDGE OF BASE AT ALUMINUM WEATHERPROOF 0 o BACK OF SIDEWALK. V POLE MOUNTED SELF CLOSING "LIFT—UP" LIGHTING FIXTURE, COVER WITH STAINLESS FRONT OF 0 0 HANDHOLE; TYPICAL STEEL HARDWARE SIDEWALK HANDHOLE MAY 2" CONDUIT BE LOCATED FUSE ALL LIGHTING GFCI GFCI GFCI GFCI PROVIDE GROUNDING STUD, FFRONT FACE OFFSET FROM FIXTURES PER WP WP WP WP OF CURB LINE FRONT OF MANUFACTURES TYPICAL /-FRONT FACE SIDEWALK LIGHT POLE AS RECOMMENDATIONS, HANDHOLE AT BASE OF OF CURB LINE EDGE OF NECESSARY FOR TYPICAL LIGHT POLE, TYPICAL FIELD FOUNDATION SIDEWALK BACK OF SIDEWALK FRONT FACE CONDITIONS. � #10 AWG WIRE FROM HANDHOLE ANCHOR BOLTS 2" CONDUIT FOF CURB LINE PROVIDE 15A FUSE P y 11 y y y TO FUSES IN POLE BASE TO (COORDINATE BACK OF SIDEWALK FOR RECEPTACLES,TYPICAL LUMINAIRE AND RECEPTACLES PATTERN WITH HANDHOLE; HANDHOLE; CONDUCTOR SIZE AS LIGHT POLE) HANDHOLE MAY HANDHOLE MAY BE 6 INDICATED ON THE DRAWINGS 17 III II III III 11 III BE LOCATED LOCATED OFFSET 18 FOR LIGHTING CIRCUITS ° OFFSET FROM FROM LIGHT POLE N(CKT 17&19 I 1 1-1 1 1T I U1 I I LIGHT POLE AS AS NECESSARY FOR N(CKT 181 2 �_ _ — _ _ I_I _ _ I _ _ _ 1 1 1 _ TO OTHER FIXTURES AND ° NECESSARY FOR FIELD CONDITIONS. 19 I I I I I I RECEPTACLES IN CIRCUIT FIELD CONDITIONS. AF° ° 20 I 1 1 I LOOP 24" ALTERNATE PHASE G 2" CONDUIT CONDUCTORS, WIRE HANDHOLE, TYPICAL ., 4" MINIMUM >> AS SHOWN ON THE 4 MINIMUM I 4" MINIMUM 4 MINIMUM 4 MINIMUM I 4 MINIMUM PLAN, TYPICAL GROUND FRAME AND COVER IN HANDHOLE, TYPICAL GROUND ROD IN HANDHOLE, TYPICAL ES&TDING.ND. LAYOUT 'STREETSIDE LAYOUT 'BACK OF SW' LAYOUT 'BEHIND SW' TYPICAL LIGHT POLE CIRCUITING ONE- LINE DIAGRAM LG-423B DES CHK DR CHK TYPICAL LIGHT POLE AND EST CHK PULLBOX LAYOUT DETAILS LIGHT POLE WIRING NOT TO SCALE NOT TO SCALE ENGINEER IN CHARGE [McLaug—J] — April 17, 2015 — 12: 01 pm — T: \LG-423B Salem Grove St\Drawings\Grove St Lighting Details.dwg [Notes Legend] SALEM GROVE STREET IMPROVEMENTS -ty�°>O \,� c� / = SHEET TOTAL \ Ocu. / o STATE FED, AID PROD, IVO, NIO. SHEETS \�T'O4r" / ��o� oo°o ��o / �� DygT/Oiy o�� / MASS. 49 53 / 3 SET 3 ~ p '� 2� G� M / �� = v � CONTRACT NO Q 2(J 4c878 6 ��^� o8 LIGHTING PLAN FT S �� e �� rtiaRy/TRq AF � r, � � SST / PART 'I OF 2 <rN� rT 0,0 SS,D% �� _� / (ADD ALTERNATE) F 4 'oc �y o Q o cQ TO, Aj � y., NT p\ R \� 6 `O Q \ \ a'�.��^ ' .�'4 S \r O 16 / �Y o �� ST \ \ / ter '� G�/ ti y OOk MgRr� OT gory AO �3 \ \ �� . �� 4,j ��O 25 16 9 j q GE SON \ �o�'i'O \� o C�, �� / w ^a• / � v� STONE Dos/ e�/F Mq 16 <0 29 Y� 0 R T 4a ORI VF K 2S 'r 0j'5 T I D o 16 pq 0 / ` MST If Q 2� c) Jzo o z o �o _ G / / ' T N O�Q�4 (37� cl c' /� plc / oc, / 6,J �� LC1-04 17,R18 MAP 16 LOT 0236 / / N/F MRM PROJECT MANAGEMENT \ STA 104+63 BOOK 25,700 PAGE 109 / STATION#2 ;? CV\ � p \ 19,R20 IDE DH SET STREETS N 3015332,47 LC 1-03 19,R20 / `\ E 815013.27 /h s��v \ ELEV=23.56 � �r / STA 103+46 2"C, 4#10 (CKT LC1-17,18), � STREETSI❑E 3#10 (PHOTOCELL), 1#10-GN❑ \ \\ / a/ 3" SCH 80 PVC, 3#2 SERVICE CONDUIT. 1 STORK MASONR` PROVIDE RISER ON UTILITY POLE O c PROVIDE PHOTOCELL ON TO UTILITY SPECIFICATIONS / ry / � LUMINAIRE WIRED BACK (RMC WHERE REQUIRED BY UTILITY) / 65 �/ CU /�4.6 CAUTIG, TO LOAD CENTER LC1 00 ,� 1o"R� =3.7 ,, DANGER COORDINATE WITH ELECTRIC UTILITY / 17,R18 BIT CONc �,/ �,a ;� �G INTERSECTION NATIONAL GRID) FOR ELECTRIC LC1-02 / ��" o� / wG e,TC AHEAD SERVICE CONNECTION / Z STA 200+36 �� cos/ I / R=18. 6 �� atic / INSTALL CON❑UIT 0 Ln IN TRENCH OVER w v STREETSIDE CULVERT sMH(R) K � ` Q / z 2"C, 4#6,1#6 G N❑ (C KT LC 1 19,20) TYP. I �'� 6 / z w _ / \ 0 _ 4g _ � �^ / MAP 16 LOT 0237 V � OZC - I '�Fq -1'3 / N/F MRM PROJECT MANAGEMENT Q ,� 2�6 Q 2"C, 4#10,1#10-GN D TYPICAL f w ` UN ONST W 43 / BOOK 25,700 PAGE 109 I FROM HANDHOLE TO LIGHT POLE 1, -► R 'ON CB / I e� LC 1-01 I 19,R20 ° �; I; � — \ _ c \ � �'MHR �r TING �� 2-12"D G R O E / _ STREET - STA 102+40 I '�\ � _ - � a �� — — — T - - I �WG R=15.35 -8"W — \ � �' S� � �`C �-fbP'� — STREETSI❑E WG� W\=l4� -Y14.12 ec - - - - - / I �R_15• ��nir 24— C �4„VCP GC _ R=12.97 R=15.28 104+00 1 SMH '� 1NG H TO OUTFALL =6 R=3.92 / LP# BIT TOW=10.4 B 14.49z L w� 24"VCP I-6 c1q NPV S( „SE E \G� \OUTFACE II �/ �24"VCP _ 13.82 2\ / � � � � � � � �� 5=8.3 01^ ' �� / MH 660�`' „RCP— Iowa 2 Q�Op �'\� X / ' d _ �� R �fR)� RM13 5 R G �0�+ - 1=7.0 R=13� PQ 6G i w 5.04 lo�►� /� �=� STEEL I �7 _ �l c� 14,02 oer- p� `� RA R_ PLA TES J Rg / M 6„VC ,1 ��„VC CU - 5 +t�1TR-1 r wG / SMH(R) ' v • TRUGTION _ _ _ - _ - - _ �� .— �R�3,� -�MH3 ) rr /-♦ ♦ AREA UNDER CONS _ NPV l MyR rN \ R 13.75 MH(R) S S D OGG / 00♦ _ - DEBRIS®1 / OONC ER AIL I RMH .15 OF S�APPROX LOCFOOTINC Q - - RB 1 CRO SING \NN � a� l oN IGHTING LOAD CENTER LC1 / DE „ 'jTr 1w — �6 N0� P �EN� / / / ♦ �OUNO P SMH LINE ON Q _ CIO ACC SS o�N�� eP�� / > /��i cRE�E I - LOCATE FOUNDATION OF .t3 5 �� o PATION°° �N_ — �c / / �♦ cQN ❑ CENTER ABUTTING FRONT / / o �� R-1 I r pARKI�I '' GO / / v NPV -0 IO OF �♦ I EDGE OF SIDEWALK / U / / I / / COTOW=10.7 / 51DELI ^ / 2"C, 6#6,1#6-G N D / / � S,E,S,D, 1939 2"C, 4#6 / MAP 16 LOT 0372 (CKT LC1-17,19,18,20) TYP. STATION#2025 / / / VAULT (CKT LC1-21,22), �� CO w / \\ } / / ♦ ' N F NORTH RIVER CANAL, LL( PK NAIL SET / NPV BOOK 22,202 PAGE 393 I N 3015507,86 TOW=8.6 STATIO #1 �o�i �¢1N� / 1k�o / \/ \ N 3 5681.89 � / � E 815165.58 � / SUMP=-3.3 PK N SET / / / \ I ELEV=14,56 / / 2-2 �C (FROM L� A❑ CENTER 1 TO HANDHOLE), E 5148.01 NO j �- / / / -1 C, 6#6 (C T LC1-17,19,18,20), 3#10 (PHOTOCELL), 1#6-GN9 TYP. E V=13.7.3 / q"C1 \ 3 1/2 STORY / / -1-2"C, 4#6,1 6-G N❑ (C KT LC 1-21,22) TYP. Q / o / WOOD FRAME I / � UNDER CONSTRUCTION I / v LC 1-05 21 ,R22 `�`� NG�� / � �� P��oN STA 106+24 026 FoO O � BACK OF SW / ooW / STATION#7 MAG NAIL SET \ \�j G� N 3015208.37 i Iry �,Q E 815183.18 / / / 4Z7 / FS&T DWG.NO. 0DID ELEV=14.29 LG-423B LIMIT OF ROADWAY RECONSTRUCTION `.J Q�� 1 DES CHK S GOODHUE STREET STA 100+44.79 / DR CHK N 3015130.0371 0� o-5oo a��c'00A �` 20 0 20 40 EST CHK E 815208.9847 ,6 PROP. �t�2 \ / \sw NoE P pG \ _ / MAP 16 LOT 0371 / MEET EXISTING ��, Go°°9��a \ SCALE 1 — 20 / N/F B LOK 13L 512EPAGER572RSHIP ENGINEER IN CHARGEe�OK [McLaug_J] - April 17, 2015 - 12: 02pm - T:\LG-423B Salem Grove St\Drawings\Grove St Lighting Plan.dwg [Sht 01] SALEM GROVE STREET IMPROVEMENTS / MAP C16 LOT 0377 /EMETERY / / SHEET TOTAL / N/F HARMONY GROVE CROP / / �0? STATE FED AID PROD IN0 NIO. SHEETS / BOOK 1982 PAGE 180 / MASS. 50 53 LIMIT OF ROADWAY CONSTRUCTION / CONTRACT NO Q20 HARMONY GROVE ROAD STA 111 +81 .00 / / LIGHTING PLAN PART 2 OF 2 / N 3016140.8716 � (ADD ALTERNATE) E 814860.8092 7IT C) /o / MEET EXISTING HARMONY GROVE CEMETERY MAP 16 LOT 0242 N/F HARMONY GROVE CORP O BOOK 562 PAGE 112 STATION#6 2"C 4##6 1#6-GND MAG NAIL SET'.I 3016220.14 LIMIT OF WORK (CKT LC2-17,18) TYP- 814925.37 MEET EXISTING ELEV=32.99 UP/LP#3032 / �C / / o SRw vNv 20"STUMP Q STUMP STOP s� � DEBRIS@25,8 a HARMONY GROVE RD / �� / I GRA S GROVE ST 24"D STUMP — / STOP 4'CLF C/ e a � O BCW STOP AH AD GRASS IIUP#779 o�� X PVC / _ UP/LP#778 GRASS — M) d LLJ -' ' / IT CONC PAVE E —8"W— �_ CA B= �� / nI — _ _ 401+00 _ _�_ 1- =2s.7 % Q P 12'V d I �C V 1 LA 1=2 8.6 ,\Gz\`�� 12"VCPdCP— —I —iJo— / MAP 16 LOT 0238 „ 1 �`�\v0 o h1 Cu \�% STREET GRAN CURB / N/F 50 GROVE ST. REAL ESTATE, LLC 2 C, 4#6,1#6-GND (CKT LC2-17,18) TYP. �� '�� 5� ALK / LCC 74834 �' �0b/f � H 1. 51T CONC W PLC2-04 17,R18 w j j ��G -/ a` EO — CONC SRW/4 CLF VAR 4 �g I \\i\i\\i\\\\\' \, WOODED STA 109+85 V \ - / / STREETSIDE I LC2-06 23 R24 co Z 9 <V c� 2 I p \ #50 3 Z ETAL 3 STORY BRICK TH= G TE P�� _, , \\�\\,�� O� E��NE STA 400+37 ��cy, / 22.29 \\ �n r r� UP/LP \ � `\�\\ BEHIND SW �00 / o FA �� d0 LP ¢ / i\ / W P / ,� l / Drw/ U �� x�� '� �A 'v �� 2"C, 4#10,1#10-GN D TYPICAL LC2-05 21 ,R22 FROM HANDHCLE TO LIGHT POLE I w� / --A CAUTION D' - HIDDEN DI STA 110+67 BCW -/ ,��// .o ° �0 472 C \\ STOP MA PAR BEHIND W MAP 16 OT 03. cg N/F CITY SALL, PROVIDE PHOTOCELL ON LUMINAIRE WIRED BACK TO LOAD CENTER LC2 / / N 'I��GpjS 2"C, 4#10 (CKT LC2-18,R20), 3#10 (PHOTOCELL), 1#10-GND \NGs a ;\\ �� 2"C, 6#6 (CKT LC2-21 ,23,22,24), 3#10 (PHOTOCELL), 1#6-GND STATION LIGHTING LOAD CENTER 'LC2'. LOCATE FOUNDATION OF V4 PL ED — � I / LOAD CENTER ABUTTING BACK EDGE OF SIDEWALK I 93 82 WG i A� \\\ STK NAIL .3 SMH(R) o c� N R,13• p#� GURe // !/��p / R,�B• R=20.80 co \\� 3016040.34 �� Q �i5� M / vP PN / pMN i 0\Y // cal �, E 050.52 2 C 6#6 1#6-GND (CKT LC1-17 19 18 20) TYP. / o� ^ / NpN SMN 06 �- , 6 �� O \ I ELEV- 7.09 , , , / S-6a85� R-`� _ i / GAR-j / ems•, 7 ��'qN FNTF�T =\ 00 3" SCH 80 PVC, 3#2 SERVICE CONDUIT. PROVIDE RISER o N/F MRMAPROJECTP 16 TMANAGEMENT I _� / jcW/ / / GAF / p� / 1 -'15 3 c�'Re `� cu ON UTILITY POLE TO UTILITY SPECIFICATIONS ❑ BOOK 25 700 PAGE 109 "D \ / 4 RCP / / I Y WIRE RMC WHERE REQUIRED IRED BY UTILITY 8 i2 ILT@14.9 ( Q ) Z Z I / / / / / % / / /-A „R , 13O R� ' !y \\ = I UP/LP 465 H UP#773/(OLD) G / / , �N� ` • I STOP AH Z W / STOP cw � / p`1 �4�g / / 52 W °V \\ ao w NO PARKIN COORDINATE WITH ELECTRIC UTILITY (NATIONAL GRID) I /13• / N R G� G / \ I ,, I- THIS SIDE OF STREET FOR ELECTRIC SERVICE CONNECTION rr ��__ N I I w +n DMH / / \ G �dNP j�'% ,6 / i / — APPRO�r EB R . S � O z _ / CATION FIND /t�t=__ / //GG r [n `'�/ REBAR GRAN i'I I I Q 0o P LP# DI TR=12.97 B / / FIND STEPS OW=10.4 0 w - ,sS / / \ II N I \ I / m� \ II I �1 1MH2 6dJ�?v H E L C9�NG� , �� / / / STA 109+12 "LINE BY OCCUPATION" + �b 15 RCP_ — 2 \- — uc q / �2 _ / BEHIND SW 7 0 / /\\ � / / / N/F ZYGMUNTI& EMIL036 ANKOWSKI �0 + R=13� 4�_ -P -6- O c� � - -I � v N/F RWD HOLDINGS, � �g S PA R=13.62moo= O� / BOOK 21,D10 PAGE 59 / BOOK 5147 PAGE 759 T I \ 6#6,1#6-GND \ — ��--13.75 / R=�3' �cy LC2-03 19,R20 !; R=13.6 G S .S R@13 -01 (CKT LC 1-17,19,18,20 I I I \ SMH(R) �NN�R CODE J� �/ / \ ` `� STA 300+60 I WI CB G MAP 16 LOT 036� �c R=1 _ CRO SING / N/F P-MAC > > 2"C 4#6 1#6-GND 28"E Y _ NO ACC SS / / / BOOK 17.434 PAGE 6 LC2-01 19,R20 (CKT LC2-17,18) STRE / Al STA 107+88 OC A TI 0 O F / SIDELIrI�" BACK OF SW I < I \ R=33.18 GG 3 WL N G—] I \� STATION#1 / M FS&T DWG.ND. PK NAIL SET I I I N 3015681.89 / / / / O I LG-423B E 815148.01 0� / Q 12"D 3 / ELEV=13.73 / /o / <n Q v DES CHK I ' LIMIT OF UP#3949 woR DR CHK ry � '20 0 20 40 / o c za I CAUTION M K Q = W �� HIDDEN DRIVE ASO EST cHK / / / \\\, SPEED LIMIT 20 IV STREET � wi NO PARKING TH ME C�ST O SCALE 1 ' = 20' a ! � �I W\ SIDE OF STREET ET A 341+68.0 24"D a)a I EX/STING ENGINEERIN CHARGE N II II [McLaug_J] — April 17, 2015 — 12: 02pm — T:\LG-423B Salem Grove St\Drawings\Grove St Lighting Plan.dwg [Sht 02] 6'-0" FROM OF POST TO � OF LUMINAIRE SALEM GROVE STREET IMPROVEMENTS SHEET TOTAL STATE FED. XDPROJ NO. NO. SHEETS MASS. 51 53 2.1688 — 1 .4988 CAST DUCTILE IRON CONTRACT NO 0-20 LUMINAIRE HOLDER 0.9983 1 /2"-13 STAINLESS STEEL HEX HEAD LIGHTING DETAILS BOLTS WITH NUT, WASHER AND PART 1 OF 3 OO LOCKWASHER (2 BOLTS PER CLAMP) (ADD ALTERNATE) 0.0830 1 .5000 REMOVABLE 2" DIA. CAST 0.0830 ALUMINUM BALL FINIAL 1 /2" THICK STOP RING } f WELDED TO STEEL SHAFT 0.1660 TYP. 2.1666 B B SEE DETAIL "B" 1 1 /4" STANDARD SCH. 40 STEEL PIPE (1 .66" O.D.) THREADED ON ONE END GFCI RECEPTACLE WITH ALUMINUM » » BANNER ARM DETAIL WEATHERPROOF SELF CLOSING DETAIL A N.T.S. "LIFT-UP" COVER WITH STAINLESS N.T.S. STEEL HARDWARE (WEATHER PROOF WHILE IN USE) N 06" DIA. STEEL SAFTEY CABLE 1 .9188 SEE SECTION A-A FOR ORIENTATION a WITH CRIMPED ENDS LARGER THAN T 1 /2"-13 STAINLESS STEEL HEX HEAD CENTER HOLE IN COUPLING o BOLTS WITH NUT, WASHER AND 1 1 /4" STANDARD SCH. 40 STEEL PIPE LOCKWASHER (2 BOLTS PER CLAMP) (1 .66" O.D.) THREADED ON ONE END 1 STEEL CLAMP BENT TO CONFORM WITH \ STEEL SHAFT (3 CLAMPS PER UNIT) 0.4999 0.1674 1 /4" THICK STEEL SCROLL FAIL SAFE BREAK-AWAY COUPLING WELDED TO CLAMP WITH LEFT HANDED THREAD FOR SEE DETAIL "A" EASY ARM REMOVAL —;4rTAPERED STEEL SHAFT DETAIL "B" TWIN BREAK-AWAY 0.0208 THICK BANNERS ARM STEEL CLAMP N.T.S. PROVISIONS (SEE BANNER ARM y 0.0833 GAP VARIES DETAIL, SEE SECTION WITH POST DIA. A-A FOR ORIENTATION) LUMINAIRE SPECIFICATIONS (ITEM NUMBER: 823.101 ) SECTION B-B STYLE: LECHMERE (ITEM NUMBER #: 823.101 ) 11 " SQUARE � N.T.S. HEIGHT: 2� �-4 7/8" X 1 " THICK WIDTH: 2 9 DIA. 27. 0000 MATERIAL: CAST ALUMINUM ALLOY ANSI 356 PER A.S.T.M. B26-95 OF GLOBE: RIBBED GLASS BANNER AR 1 1 /4" X 2" SLOT TO FINISH: POWDER COAT - GLOSS BLACK ACCOMMODATE A 1 " LAMPING: 155W LED DIA. ANCHOR BOLT (4 VOLTAGE: ELECTRONIC WIRED AT 120-277 PLACES) NUM. OF BOARDS: 2 7" O.D. OF COLOR TEMP: 4500K STEEL SHAFT DISTRIBUTION: TYPE III (ASYMMETRIC DISTRIBUTION) OPTICS: CROSSFIRE REFRACTIVE OF CL OF CROSSARM MODIFIER: COLUMBIA VERTICAL ALIGNMENT OUTPUT: 11 ,500 LUMEN MINIMUM RECEPTACLE HEIR l � � CROSS ARM SPECIFICATIONS (ITEM NUMBER: 821 .3) 11 " DIA. BOLT CIRCLE ° ° STYLE. CAMBRIDGE SINGLE (ITEM NUMBER #: 821 .3) �"- ° WIDTH: 6'-0" FROM � OF POST TO i OF LUMINAIRE MATERIAL: CAST DUCTILE IRON WITH 2" STANDARD 9 . 6850 OF BANNER ARM, a ? a STEEL PIPE AND STEEL SCROLL WORK ACCESS DOOR FINISH: POWDER COAT - GLOSS BLACK AND HAND HOLE ��'� �� ol SECTION A- A "°"EAD N.T.S. �� LAMP POST SPECIFICATIONS (ITEM NUMBER: 821 .3) 7 GUAGE, NON STYLE: CAMBRIDGE STEEL (CITY OF SALEM) FLUTED STEEL SHAFT LOGO DETAIL HEIGHT: 27'-0" .14" PER FOOT TAPER N. T.S. BASE: 17" DIAMETER U) MATERIAL: w w SHAFT: 7 GAUGE, SMOOTH STEEL MONOTUBE CONSTRUCTION v 3/4" TYP. BASE: PLEASE SEE QUANTITY o o BORE I.D. OF BASE 2 1 /4" 2 1 /4" FINISH: 2" HIGH LETTERS WITH cv = m AND CAULK TO SHAFT: HOT DIPPED GALVANIZED & POWDER COAT - GLOSS BLACK A 3/16" REVEAL - I- o `� ENSURE A CLOSE 2 BASE: POWDER COAT - GLOSS BLACK BALEY MA SEE LETTERING DETAIL � o a MA FIT. CAULKING TO ACCESS DOOR: LOCATED IN BASE TO COINCIDE WITH HAND HOLE w m = J BE DONE IN FIELD IN STEEL SHAFT SECURED WITH TAMPER PROOF HEX FORORIENTATIONT Y 0 F cl� o BY CONTRACTOR. SOCKET SECURITY MACHINE SCREWS - cn 0 `n 2 1 /4" GROUND STUD Q o X o PROVISIONS: 1 /4 -20 SQUARE NUT WELDED TO INSIDE WALL OF SHAFT _ D z OPPOSITE HAND HOLE FOR GROUND STUD (STUD BY OTHERS) I- a i� c� 1 1 4" ANCHOR BOLTS: 4 1 " DIA. X 35" + 4" HOOK FULLY GALVANIZED WITH 2 2.7390 SEE LOGO DETAIL J � ACCESS 1 1 /2 � � � � / ( ) w zo DOOR 1 /2" TYP. 1 1 /2" GALVANIZED NUTS AND 2 GALVANIZED WASHERS PER BOLT) v BOLT PROJECTION: 5" REQUIRED AL M M FS&T DWG.NU. � 2 1 /4" OF ACCESS DOOR LG-423B NOTE: DES CHK LETTERING DETAIL 1 . FOR GENERAL NOTES, LEGEND AND DR CHK A 17 DIAMETER A •PRECAST N.T.S. ABBREVIATIONS, SEE SHEET 48. EST CHK FOUNDATION ENGINEER IN CHARGE [McLaug—J] — April 17, 2015 — 12: 02pm — T:\LG-423B Salem Grove St\Drawings\Grove St Lighting Details.dwg [DETAILS 11 SALEM GROVE STREET IMPROVEMENTS STATE FED. XDPROJ NO. SHEET TOTAL NO. SHEETS MASS. 52 53 GREEN: NOTE BOND CONNECTIONS TO GROUND ROD AND GROUNDING BUSHINGS CONTRACT NO 0-20 PUT CIRCUIT COLOR ON FRAME AND ON RGS CONDUIT .�. B MARKING TAPE AT SEE NOTE 8 LIGHTING DETAILS MINIMUM LENGTH OF WIRE LIGHT 30�, INDICATED POSITIONS ING SEE HANDHOLE �o EXTENDED ABOVE GROUND LABELING DETAIL PART 2 OF 3 00 - ON THIS SHEET HANDHOLE NOTES. (ADD ALTERNATE) N HANDHOLE LABELING DETAIL 1 . ALL CONDUIT ENTERING HANDHOLES SHALL EXTEND INTO THE HANDHOLE CAVITY BY AT LEAST 27 . NOT TO SCALE 13 18' 2. ALL HANDHOLES SHALL BE PRECAST CONCRETE REINFORCED WITH STEEL, AND 12 3" SHALL BE FREE OF CRACKS OR OTHER DEFECTS. CONCRETE FOR PRECAST CONCRETE HANDHOLES SHALL BE 5000 PSI, 3/8 IN., 660 CEMENT CONCRETE MASONRY. LOOP WIRE AS MORTAR SEE A g �J A DESIGNATION EA REINFORCING SHALL GRADE 60. AND SHALL ORBETOPDXYHCOATO DIGNATION M31 (ASTM COATED. INDICATED T NOTE 3 PLAN YELLOW METALLIC WARNING TAPE, 3. CAST IRON FRAME SHALL BE MORTARED TO THE SURFACE OF THE PRECAST BELL END (TYPICAL (ENDS UP) GRADE 1 3» y GRADE 4' TYPICAL HANDHOLE. FOR PVC) GROUNDING BUSHING 24 GROUND FRAME 4. ALL CONDUIT INSTALLED IN HANDHOLES SHALL BE INSTALLED IN KNOCKOUTS (TYPICAL FOR RM) PROVIDED IN THE BOX AND NO EXCESS KNOCKOUTS SHALL BE MADE. THE MIN. 0.12 SQ. 12" KNOCKOUTS ARE DESIGNED TO BE MADE PRIOR TO BACKFILLING AROUND THE IN. STEEL PER a Lru HANDHOLES. AFTER THE CONDUIT HAS BEEN INSTALLED IN THE HANDHOLE, THE VERTICAL FOOT _ OPEN SPACE BETWEEN THE BOX AND THE CONDUIT WILL BE SEALED WITH CLASS B GROUND ROD 1" CL 4 q4..: PROVIDE 42" OF CEMENT CONCRETE MASONRY. ANY CONDUIT INSTALLED IN SUCH A MANNER AS TO „ d 4 GROUND CABLE 4 1" CL 30 BLOCK COMPLETE ACCESS TO ANY OTHER CONDUIT SHALL BE REMOVED AND 36 . 4 3 6 RESET. Tq GROUND COVER SEE °A GND #6 AWG �"" � ' NOTE 2. 5. FOR THE EXACT NUMBER, SIZE, AND ORIENTATION OF THE CONDUITS ENTERING THE BARE CU ", HANDHOLE, SEE PLAN SHEETS. HANDHOLE WIRING DETAIL O O PVC CONDUIT 4a•° 6. CAST IRON HANDHOLE COVERS AND FRAMES SHALL BE PRODUCED BY THE SAME NOT TO SCALE SEE NOTE 1 �? � ""r ' MANUFACTURER AND IN ACCORDANCE WITH MASSDOT SPECIFICATIONS. 3" GRAVEL FILL ' o o � o � o � o o ° 7. METAL HANDHOLE COVER AND FRAME ARE TO BE BONDED (GROUNDED). DRILL AND rW ALL AROUND TAP FRAME FOR MECHANICAL GROUND LUG CONNECTION. INSTALL A SERVIT POST C/ kI k / nn nn nn n �' CONDUIT (TYPICAL) ,� RM CONDUIT GROUNDING CONNECTOR SUITABLE TO ACCOMMODATE ONE BARE #6 CONDUCTOR. 18 6 GRAVEL FILL SEE NOTE 1 EXTEND #6 GROUND CONDUCTOR THROUGH FRAME LUG TO BOND COVER. PROVIDE BELL END TYPICAL 8' X 5/9' 42" OF SLACK FROM FRAME LUG TO BOND COVER. EXOTHERMICALLY WELD GROUND FOR PVC CU CLAD GROUNDING BUSHING CONDUCTOR TO COVER. BOLT TYPE CLAMP (TYPICAL 8. FUNCTION DESIGNATION ON THE HANDHOLE SHALL BE LABELED AS FOLLOWS PER SECTION B SECTION A FOR RM) NEC ARTICLE 314.30D: PRECAST CONCRETE ELECTRIC HANDHOLE "LIGHTING" FOR LIGHTING CONDUIT #3 SPIRALS ® _tL- SIZE 24 X 13 X 36 (SD2-022) 3" PITCH NOT TO SCALE (TYP) 1 " DRAINAGE TROUGH 20„ INSULATED GROUNDING BUSHING 2" CHAMFER FINISHED GRADE PAVEMENT NOTES FOR REPLACE DISTURBED REFER TO CONTRACT DRAWINGS REFER TO CONTRACT DRAWINGS AREA WITH 4' LOAM FOR PAVEMENT DETAILS FOR PAVEMENT DETAILS z TRENCH PATCHING . BORROW AND SEED EXIST. PAVED SURFACE EXIST. SURFACE 1 . FOR TRENCH CUTS WITHIN PAVED SURFACES, CD (MAINLINE AND LOCAL ROADS) WHERE SUCH , TRENCH CUTS HAVE A DEPTH OF 4' OR LESS, +++++++++++ ' " y s CONTROLLED DENSITY FILL (CDF) FOR BACKFILL + + + + + 2" RGS - IS MANDATORY. CONTROLLED DENSITY FILL TYPE 7x 2E, (FLOWABLE—EXCAVATAB LE)S HALL MEET THE c� #3 SPIRALS ® REQUIREMENTS OF SECTION M4.08.0. N 3" PITCH 12 12" (TYP) DETECTABLE FOR TAPE OR VERTICAL REINFORCEMENT DETECTABLE USE 8—#5 CAUTION TAPE 2" CONDUIT (BRACE Q0 r� EVERY 10' ON CENTER) COMPACTED GRAVEL BORROW 2" CONDUIT APPROVED FILL. SEE TYP. TYPE C — (ALL STONES TO PAVEMENT NOTE 1 3" CL. TOP 2" CLEARANCE BE LESS THAN 2") AND O BOTTOM T O t " 9 � LIGHT STANDARD FOUNDATION NOTES: 18,E 1 . CEMENT CONCRETE FOR FOUNDATIONS TO BE 4000 PSI, 1 .5", 565 CEMENT CONCRETE. REINFORCING STEEL: SEE M4.03.05 OF THE STANDARD SPECIFICATIONS 2. A MINIMUM SLOPE OF 1 /8" PER FOOT FROM EDGE OF BASE SINGLE CONDUIT (UNDER GRASS AREA, CONDUIT UNDER ROADWAY PLATE TO FACE OF CONCRETE. OR SIDEWALK). 3. THE ANCHOR BOLTS SHALL BE SUPPLIED BY THE LIGHT ES&TDWG.NO. STANDARD MANUFACTURER. THE MANUFACTURER SHALL ALSO SUPPLY A TEMPLATE FOR SETTING THE BOLTS AND SHALL LG-423B INDICATE THE NECESSARY PROJECTION. DES CHK DR CHK HIGHWAY LIGHT STANDARD FOUNDATION TYPICAL TRENCH DETAILS FOR CONDUIT EST CHK NOT TO SCALE NOT TO SCALE 1 . FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS, SEE SHEET ## ENGINEER IN CHARGE [McLaug-J] - April 17, 2015 - 12: 02pm - T:\LG-423B Salem Grove St\Drawings\Grove St Lighting Details.dwg [DETAILS 21 CONTROLLER SHALL BE PRIME HOT DIPPED GALVANIZED SALEM PAINTED THEN FINISH PAINTED WITH ANCHOR BOLT (TYP FOR 4). GROVE STREET IMPROVEMENTS ACROLON-BOTTLE GREEN BOLT SIZE, SPACING AND SHEET TOTAL CONNECTION UTILITY SERVICE PHOTO-ELECTRIC SWITCH STATE FED AIDPROJ NO NO. SHEETS CONNECTION ON LUMINAIRE NEAREST � (STANDARD FEDERAL COLOR #14066) PROJECTION ABOVE CONCRETE LIGHTING CONTROLLER Nl PER MANUFACTURER'S TEMPLATE -7MASS. 53 53 LIGHTING CONTROL PC CONTRACT NO 0-20 CABINET 120/240VOLT, 100 AMP PANELBOARD / i METER WITH SPLIT BUSS AND 100 AMP METER SECTION C LIGHTING DETAILS LIGHTING CONTACTOR COVER ---\ \ o go o PART 3 OF 3 PROVIDE 3 TERMINAL (ADD ALTERNATE) M BLOCK LUGS FOR I� 16" �I // I 18" GFI PHOTOCELL FIELD <✓ o RECEPTACLE WIRING CONNECTION 100 AMP 2 POLE BLACKA * FOUNDATION SHALL BE METER METER 6" WIDER AND LONGER 20A/1 P 15A/1 PF_��) WINDOW _ THAN CABINET BASE AND COVER METER SOCKET - �� o TO BE PLAN INSTALLED RECEPTACLE Q o � PROVIDE 20A/1 P 15A/1 P = O Q RED II FIELD-INSTALLABLE FIFTH TERMINAL KIT PROVIDE ANCHORING, CONTROL CKT PHOTOCELL II PER MANUFACTURERS WINDOW : : : 1L LIFT-OFF RECOMMENDATION 1 " MIN. PROJECTION SERVICE COVER ABOVE CONCRETE !� 3„ 48" rr SIDEWALK 4" 4tt 100A CONTACTOR C C I GROUND WHITE S ALEM I I I } ;=; LINE LIGHTING CONTROL HINGED z DEADFRONT PREFORMEDJOINT 90, 22 1 /2" 8' x 5/8" DIA. GROUND ROD IN 20A/1 P 20A/1 P CONTACTOR COIL I I 3'-6 FILLER BETWEEN UTILITY a o 1 " PVC SLEEVE SET FLUSH TERMINATION FOUNDATION AND a WITH TOP OF CONCRETE 20A 1 P 20A 1 P I I LANDING SIDEWALK OR / PANELBOARD II CONCRETE AREA 900 ELBOWS - NUMBER, SIZE NAMEPLATE II 4000 PSI CEMENT & TYPE REQUIRED IN PLANS PLACARD CONCRETE OR SPECIAL PROVISIONS SECTION GND N „ � NOTES: 17 I 1 . ALL EXPOSED EDGES SHALL BE CHAMFERED 3/4". FRONT VIEW SIDE VIEW NOTES: 2. CONTRACTOR SHALL MAINTAIN ACCESS TO BOTH SIDES OF LOAD CENTER. REFER TO PANEL FRONT FOR CUSTOMER ACCESS, BACK FOR UTILITY ACCESS. CONTRACTOR SCHEDULES FOR NUMBER, 1 . PROVIDE MILBANK CP3B5111OA22SL1 MODIFIED WITH 100 AMP CONTACTOR, PHOTOCELL TERMINALS, MAY ROTATE LOAD CENTER 90 DEGREES IF NECESSARY TO MAINTAIN ACCESS. SIZE AND LOAD OF CIRCUIT = FIFTH TERMINAL KIT FOR USE WITH RINGLESS METER SOCKETS (COORDINATE WITH ELECTRIC UTILITY 3. CONTRACTOR MUST MAINTAIN SIDEWALK CLEARANCE OF 3' MINIMUM AROUND BREAKERS FOR METER SOCKET REQUIREMENTS), MOUNTING BASE, ANCHOR BOLT KIT, GFCI RECEPTACLE, AND CONCRETE FOUNDATION 5/8"x 8' GROUND RODS, SIX FEET (MINIMUM) APART INTERNAL LIGHT FIXTURE OR EQUIVALENT BY MYERS POWER PRODUCTS, OR VIT STRONG BOX. CONCRETE FOUNDATION FOR ONE LINE DIAGRAM LIGHTING CONTROL CABINET DETAIL LIGHTING CONTROL CABINET NOT TO SCALE NOT TO SCALE NOT TO SCALE PANELBOARD LC1 - UNSWITCHED PANELBOARD LC2 - UNSWITCHED UNSWITCHED LOADS ONLY SHORT CIRCUIT BRACING: 10-KAIC UNSWITCHED LOADS ONLY SHORT CIRCUIT BRACING: 10-KAIC BUS: 120/24OV, 1 PH, 3W, 60HZ CABINET: SURFACE BUS: 120/24OV, 1 PH, 3W, 60HZ CABINET: SURFACE MAIN LUGS ONLY : 100A PANEL LOCATION: GROVE ST STA 104+71 LT MAIN LUGS ONLY : 100A PANEL LOCATION: GROVE ST STA 110+25 RT FEEDER SIZE: 3#2, 1 #2-GND GROUND BAR FEEDER SIZE: 3#2, 1 #2-GND GROUND BAR VA VA C KT. C KT. VA VA VA VA C KT. C KT. VA VA LOAD SERVED HP A B NO. NEUTRAL NO. A B HP LOAD SERVED LOAD SERVED HP A B NO. NEUTRAL NO. A B HP LOAD SERVED A B A B MAIN - 1 1000 0 2 50 CONTROL CKT MAIN _ 1 100 0 0 2 50 CONTROL CKT 100AT ^ _ 100A� MAIN 3 0 0 4 180 GFI RECEPTACLE MAIN 3 0 0 4 180 GFI RECEPTACLE SPARE - 5 0 o OOA 6 _ SWITCHED LOAD CENTER (BELOW) SPARE - 5 0 o100A 6 _ SWITCHED LOAD CENTER (BELOW) �100A _ _ ^ �100A _ SPARE 7 0 � 8 SWITCHED LOAD CENTER (BELOW) SPARE 7 � 0 8 SWITCHED LOAD CENTER (BELOW) SPARE - 9 0 10 - SPARE SPARE - 9 10 - SPARE SPACE - 11 12 - SPACE SPACE - 11 12 - SPACE SPACE - 13 14 - SPACE SPACE - 13 14 - SPACE SPACE - 15 16 - SPACE SPACE i I - 15 16 - SPACE PANELBOARD LC1 - SWITCHED PANELBOARD LC2 - SWITCHED SWITCHED LOADS ONLY SWITCHED LOADS ONLY GROUND BAR IGROUND BARfl VA VA C KT. C KT. VA VA VA VA C KT. C KT. VA VA LOAD SERVED HP A B NO. NEUTRAL NO. A B HP LOAD SERVED LOAD SERVED HP A B NO. NEUTRAL NO. A B HP LOAD SERVED A B A B LUMINIARES - LIGHT POLES 02, 04 310 17 0 18 360 RECEPTACLES - LIGHT POLES 04, 04 LUMINIARES - LIGHT POLES 02, 04 310 17 T 18 360 RECEPTACLES - LIGHT POLES 02, 04 LUMINIARES LIGHT POLES 01 , 03 310 19 0 0 20 360 RECEPTACLES LIGHT POLES 01 , 03 LUMINIARES LIGHT POLES 01 , 03 310 19 0 0 20 360 RECEPTACLES LIGHT POLES 01 , 03 LUMINIARE - LIGHT POLE 05 155 21 0 0 22 180 RECEPTACLE - LIGHT POLE 05 LUMINIARES - LIGHT POLES 05 155 21 0 �Z_ 22 180 RECEPTACLES - LIGHT POLES 05 _ _SPARE 23 O o 24 SPARE LUMINIARES LIGHT POLES 06 155 23 0 024 180 RECEPTACLES LIGHT POLES 06 FS&TDING.ND. SPARE - 25 0 26 - SPARE SPARE - 25 26 - SPARE LG-423B SPACE - 27 28 - SPACE SPACE - 27 28 - SPACE DES CHK SPACE - 29 30 - SPACE SPACE - 29 30 - SPACE DR CHK SPACE - 31 32 - SPACE SPACE - 31 32 - SPACE EST CHK VA A: 1055 VA B: 850 ALL BRANCH C/B: 20 AMP TRIP VA A: 1055 VA B: 1185 ALL BRANCH C/B: 20 AMP TRIP TOTAL CONNECTED LOAD: 1905 VA UNLESS OTHERWISE NOTED TOTAL CONNECTED LOAD: 2240 VA UNLESS OTHERWISE NOTED ENGINEER IN CHARGE NOTE: FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS, SEE SHEET ## [McLaug—J] — April 17, 2015 — 12: 02pm — T: \LG-423B Salem Grove St\Drawings\Grove St Lighting Details.dwg [DETAILS 3]