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Home My Public Portal AboutWaverley Ave. Final Striping and Signage Plansrn 0 a) a) c- c 0 n r) II c U) a) 0 c a) 0 0 0 O ry 5 0) O N Ay 0 a� E c a� i7 > 0 � x � Z o � x 0 z o LIMIT OF WORK STA 30+05 > z N2962997.7842 D CO p D E740373.4149 N -� O + 0 M 10 O I BIT PARKING LOT c� U) D O / N J` C BRICK 0 STEPS Z< z I c� LIMIT OF WORK I co N `O STA 30+80 0 O G N2962966.2088 z < Q�o�� E740443.1482 o N 0 CONC > LIMIT OF WORK P D3-100 D STA 10+67 N N2962779.1437 E740470.9169 - T 2 W 11-2 2 W 16-7 L W16-7 R D3-101 IR&R BIT R10-25 `y' / - - - J �&P P R6-2L LOT C AUTO PROP. RECTANGULAR RAP FLASHING /ZA R6-2R y EHHREPAIR ❑ BEACON (SOLAR (I i EM 824.201) -3 r. LSA m WA VERLEYA VENUE +66 DVVLEx +15 L.�" EHH VGCEHHPED D-3 TS CON SW + E. BOXES ONCRETE RETAINING WALL GRASS �0 2 EXTEND DWLEx TO EXIST. BRASS \� CROSSWALK STA. 1 + 1 R3-17 R3-17a WHITE WHITE THERMOPLASTIC THERMOPLASTIC 6'-0" 9'-4" 6'-0" 41-611 6'-011cv- i-• -i BIKE LANE MARKING SHARED LANE MARKING 1'-0" 3'-0" 1'-0" SL CW 5'-0" 9'-019 STOP LINE DETAIL LADDER -TYPE CROSSWALK MARKINGS NOTE: STOP LINE AND CROSSWALK DIMENSIONS ARE MEASURED CENTER TO CENTER PAVEMENT MARKING DETAILS N.T.S. CLIENT: TOWN OF WATERTOWN DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 PHONE: 617-924-1379 SWL 11 01 -+68 - DWLEx ° AF PWN LAYOU ° `lu 0' CW 4'CLF z \ GRASS 0 SL PROP. RECTAN ULAR RAPID FEAfDHING BEACON (SOLAR) (ITEM 824.2,\0Z) W11-2 2 W 16-7 L W 16-7 R R10-25 R7-11 LIMIT OF WORK < 0 STA 32+00 0 0 N2962939.5915 E740560.1590 0 0 BIT n DRIVE N U FM < c < � c 0 PROJECT: RECONSTRUCTION OF WAVERLEY AVENUE WATERTOWN, MA • m M M 0 rD3-101 1 R&R GRASS BIT - - � DRIVE 1 R1-1 iRRR PREPARED BY: RL!DTE C H ENGINEERING 300 TRADECENTER, SUITE 5580 WOBURN, MA 01801 T: 781-933-4800 F: 781-933-4801 .. GRASS GRASS 0 CRETW m CRETW C DYL HEDGES 0 6y1Jl 0 LEGEND �R1-1 EXISTING SIGN I__� R1-1 PROPOSED SIGN SL STOP LINE 12 INCH REFLECTORIZED WHITE > 0 > CW CROSS WALK 12 INCH REFLECTORIZED WHITE BRICK � o STEPS o o DOUBLE YELLOW CENTER LINE T"t DYL 6 INCH REFLECTORIZED 0 � BIT DOTTED WHITE LINE (2' LINE, 6' SPACE) PARKINLOT G DWLEx 6 INCH REFLECTORIZED VCC z z SOLID WHITE LINE BIT SWL 6 INCH REFLECTORIZED PARKING p V SOLID YELLOW LINE LOT SYL 6 INCH REFLECTORIZED PAVEMENT MARKING / TRAFFIC SIGN NOTES: CON DRIVE 0 0 1. EXISTING PAVEMENT MARKINGS THAT CONFLICT c) 0 WITH THE PROPOSED PAVEMENT MARKINGS SHALL Q BE REMOVED. 2. CROSSWALK LAYOUT SHALL CONFORM TO THE I� LIMIT OF WORK CONSTRUCTION DETAIL INCLUDED HEREIN. --- STA 41+00 R&R�D3-102 N2963196.3382 c� 3. ALL SIGNS DEEMED SUITABLE FOR REUSE SHALL BE R&RI- R1-1 m oz < O E740516.5709 DETERMINED BY THE DPW SUPERINTENDENT OR HIS In N 0 DESIGNEE AND SHALL BE PAID UNDER THE LOCATION TO B R3-17 \ RESPECTIVE ITEM NUMBERS. DETERMINED B R3-17b WATERTOWN DP m - - - - - - - -� "DRIVE CAREFULLY � - U L 243-4 m GRASS ROTARY CLUB I cn R&R-GR- - k\ \� SL DRIVE CW HEDGES z CA EFU LL ' TO N LA 0 T VGC +48 +31 DWLEx +07 SWL — — — — — — 14 �+54 15 + 14 - +57 +39 cri �§m" — +67 DWLEx APPROX. TO N LAYO T. o 00 cn ° CW GRASS 0 DRIVE 0 SL w R3-17 R3-17b D-3 \ \ 71 , 0 CV 0 rr 0 0 m\ D3-102� R&R > 10 C D I R1-1 I R&R � C7 N Z - � � D r- LIMIT OF WORK � � STA 42+00 0 N2963173.9698 E740614.0371 J PROFESSIONAL CIVIL ENGINEER FOR WORLDTECH ENGINEERING, LLC CONC 7 CONC O PLANTER BIT DRIVE O s ULT 243 5 O > 0 z r— Ox > n O cDi� N c O �o Z co r BRICK O C) 0 STEPS o z c� G� DRIVE 0 TR NCH RAIN MSR PPROX. IT N LA OUT cn I GC SWL 16 DYL UPL 144-34 i VCC VGC 0 z 0 GRASS 0 SWL CONC SW 0 0 20 50 100 SCALE: 1" = 20' NO. DATE REVISION SCALE: 1 " = 20' DRAWING TITLE: SHEET NO. TRAFFIC SIGN AND DATE: J U LY 2021 PAVEMENT MARKING WTE PROJ. NO: 19-001.03 16 OF /) 5 PLANS `� DESIGNED BY: CLP SHEET I OF 2 CHECKED BY: KJS c 0 n 0 0 r) 0 0 I rn I 0 3. 0 ry rn O 0 N Af E 0 c a� 7 II z 0w o� wp zz 1--Lu j zo( o DRIVE 0 0 N I > �j BIT O DRIVE 6' CIF 0 3' W F �, R z 0 � + GGo RRT D L0 z lO;o U) BIT® C n —� cn I DRIVE D GRASS � � -u U) O BIT Zz DRIVE > RRT LIMIT OF WORK < STA 51 +00 co ;RASS N2963430.0684 E740570.3000 Z CONC DRIVE GRASS 0 4 C LF 0 0 o n BIT W DRIVE 0 R&D D3-103 G R&R I R1-1 0 BIT \ WSO 0 CONIC 0 DRIVE c;RASS \ DRIVE D3-103 D-3 ° TR NCH RAIN MSR �MSRWRW L CW GRASS HEDGES HEDGES T N LA OUT CONIC SW BITS ° vuu «� +31 DWI -Ex SWL CW SWL 16 DYL +97 CW 18 lis +49 SWL 9�� SWL UPL 144-34 o, +68 VGC 0 VCC CONIC SW COBBL VGC 0 0 z 0 GRASS GRASS m 0 CLIENT: TOWN OF WATERTOWN DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 PHONE: 617-924-1379 vv 0 CW 0 SL _ 0 0 D3-103 R&R - SS ri ;u ° 0 I R1-1 IR&R I� o r LIMIT OF WORK Z STA 52+00 O N2963407.8793 LSA E740667.8072 CONC WW 0 o C 0o z BIT z DRIVE 0 � c� � N � C � BIT ULT 8 DRIVE 0 MSRW D > O O o O 0 �+ O z co Lo z > > O O C C PROJECT: RECONSTRUCTION OF WAVERLEY AVENUE WATERTOWN, MA 0 0 u rim 0 0 z 1, Im L _;. 0 = _� c� 0 z �i III BIT 19 LEYA VENUE 20 DYL _ U PREPARED BY: ac.-")RLDTE C I—� ENGINEERING 300 TRADECENTER, SUITE 5580 WOBURN, MA 01801 T: 781-933-4800 F: 781-933-4801 BIT DRIVE ULI J/ °j CONIC SW WSO wso° X 4' VINYL FENCE , 6'VINYLF X —� c Ti GRASS BIT DRIVE 0 v BIT DRIVE GRASS CONIC WW GRASS EXTEND DWI -Ex TO EXIST. CROSSWALK STA. 20+75 LIMIT OF WORK _ STA 20+70 N2963756.7478 E740695.1916 R3-17 R3-17a MASON BIT SW UPL 1 GRASS D-3 DWLEx +47 +71- O EHH ❑ EHH GRASS 0 > O X I� O O ::�E o z �o c0 D O C �I D r r �I o Oz �I y D z z 0 0 0 yZ ❑ E HI r � )NC ::Er I y c0 11 C EHH I Ab ► iN . TS � -D CRW P CNN ir TS R o /�G,� 0 S 2r EHH WG ,G G�EO N�21 �0�j� WG o �P R2 1 EHN WS GRA! OI O z BIT DRIVE GRASS U LT 81 �� GONE CONC BIT DRIVE r ru I 0 20 50 100 I I SCALE: 1 " = 20' PROFESSIONAL CIVIL ENGINEER FOR WORLDTECH ENGINEERING, LLC NO. 1 DATE REVISION HH GRASS GRASS EHH GRASS " — 20' DRAWING TITLE: SHEET N0. SCALE: 1 TRAFFIC SIGN AND DATE: JULY 2021 PAVEMENT MARKING 1 7 4 5 WTE PROJ. N0: 19-001.03 of PLANS DESIGNED BY: CLP SHEET 2 OF 2 CHECKED BY: KJS TRAFFIC SIGN SUMMARY SIZE DIMENSIONS (IN) COLOR POST SIZE UNIT TOTAL SIGN ID MESSAGE NUMBER AND AREA AREA NUMBER WIDTH HEIGHT LETTER VERTICAL ARROW REQUIRED BACK- NUMBER (S.F.) (S.F.) (IN) (IN) HEIGHT SPACING RTE. MKR. GROUND LEGEND BORDER REQUIRED 3"3„ D3-100 40 12 =Av �1/aVerl6D / 4D N / A 1* GREEN WHITE WHITE P5 REQ'D - 1 EACH EACH D3-103 37 12 Harnden Ave 6D / 4D 3" N / A 1* GREEN WHITE WHITE P5 REQ'D - 1 EACH EACH 3" R3-17 24 18 C�b 1 1 1 4 BLACK WHITE WHITE P5 REQ'D - 4 3.00 12.00 BIKE LANE WHITE BLACK BLACK R3-17a 24 8 AHEAD 2 WHITE BLACK BLACK MOUNT WITH R3-17 1.33 2.66 R3-17b 24 8 ENDS 2 WHITE BLACK BLACK MOUNT WITH R3-17 1.33 2.66 ONE R6-2R 24 30 WAY 1 BLACK WHITE WHITE MOUNT WITH 5.00 5.00 D3-100 ONE R6-2L 24 30 WAY 1 BLACK WHITE WHITE MOUNT WITH 5.00 5.00 D3-100 R10-25 9 12 PUSH BUTTON TO 2 WHITE BLACK BLACK MOUNT WITH RRFB 0.75 1.50 TURN ON WARNING LIGHTS NO PARKING R7-11 12 18 HERE 2 WHITE RED RED P5 REQ'D - 2 1.50 3.00 TO CORNER FLUOR. W11-2 30 30 4 YELLOW- BLACK BLACK MOUNT WITH RRFB 6.25 25.00 GREEN FLUOR. W16-7pL 24 12 2 YELLOW- BLACK BLACK MOUNT WITH RRFB 2.00 4.00 GREEN FLUOR. W16-7pR 24 12 2 YELLOW- BLACK BLACK 2.00 4.00 GREEN �MOUNTWITHRRFB TOTAL S.F. = 64.82 S.F. PRINTED BOTH SIDES SIGN SUMMARY NOTES: 1. HIGH INTENSITY ENCAPSULATED LENS REFLECTIVE SHEETING SHALL BE USED FOR ALL SIGNS. THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" 2009 EDITION INCLUDING ALL AMENDMENTS, THE 1996 MASSDOT CONSTRUCTION AND TRAFFIC STANDARD DETAILS", AND ALL ADMENDMENTS WILL GOVERN. 2. 10 SEE MUTCD 2009 EDITION INCLUDING MASSACHUSETTS AMENDMENTS. 0 SEE MASSDOT SIGN STANDARDS. CLIENT: TOWN OF WATERTOWN DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 PHONE: 617-924-1379 PROJECT: RECONSTRUCTION OF WAVERLEY AVENUE WATERTOWN, MA PREPARED BY: W#11)RL!DTECH ENGINEERING 300 TRADECENTER, SUITE 5580 WOBURN, MA 01801 T: 781-933-4800 F: 781-933-4801 TEMPORARY CONSTRUCTION SIGN SUMMARY SIZE DIMENSIONS (IN) COLOR SIGN ID MESSAGE NUMBER NUMBER WIDTH HEIGHT LETTER VERTICAL ARROW REQUIRED BACK - LEGEND BORDER (IN) (IN) HEIGHT SPACING RTE. MKR. GROUND WORK ZONE ORANGE MA-R2-10a 30 24 SPEEDING FINES 2 2 2 4 BLACK BLACK DOUBLED WHITE END ROAD ORANGE MA-R2-10e 24 30 WORK 4 BLACK BLACK DOUBLE FINES END WHITE DETOUR M4-9R 30 24 1 1 1 1 ORANGE BLACK BLACK DETOUR M4-9L 30 24 1 ORANGE BLACK BLACK SIDEWALK R9-9 36 18 2 ORANGE BLACK BLACK CLOSED R9-11 24 12 SIDEWALK CLOSED 2 ORANGE BLACK BLACK CROSS HERE ROAD R11-2 48 30 2 ORANGE BLACK BLACK CLOSED ROAD W5-1 36 36 NARROWS 1 ORANGE BLACK BLACK W11-2 30 30 xx 4 ORANGE BLACK BLACK W13-1 24 24 MPH 2 ORANGE BLACK BLACK W16-7p 24 12 4 ORANGE BLACK BLACK ROAD W20-1 36 36 WORK 6 ORANGE BLACK BLACK AHEAD W20-3 ROAD 36 (AHEAD) 36 CLOSED AHEAD 1 ORANGE BLACK BLACK W20-4 36 36 ONELANE E 3 ORANGE BLACK BLACK 500 FT MA-W20-7b 36 36 POLICE OFFICER AHEAD 0 2 2 3 ORANGE BLACK BLACK RIGHT W21-5a 36 36 SHOULDER 1 1 1 1 ORANGE BLACK BLACK CLOSED NO. DATE REVISION I SCALE: I NTS DRAWING TITLE: DATE: I JULY 2021 1 TRAFFIC SIGN SHEET NO. WTE PROJ. N0: 19-001.03 1 SUMMARY I g OF 45 DESIGNED BY: I CLP I SHEET 1 OF 1 PROFESSIONAL CIVIL ENGINEER FOR WORLDTECH ENGINEERING, LLC CHECKED BY: I KJS