MASSACHUSETTS DEPARTMENT OF TRANSPORTATION

Transcription

1 MASSACHUSETTS DEPARTMENT OF TRANSPORTATION FED. AID PROJ. NO. HIGHWAY DIVISION PLAN AND PROFILE OF COLUMBIA GREENWAY RAIL TRAIL WESTFIELD COLUMBIA GREENWAY RAIL TRAIL STATE MA PROJECT FILE NO. SHEET NO. TOTAL SHEETS TITLE SHEET & INDEX 06846COV.DWG Plotted on 19-Apr :4 AM CENTER DOWNTOWN SECTION IN THE CITY OF WESTFIELD HAMPDEN COUNTY THE MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES DATED 1988, AS AMENDED, THE SUPPLEMENTAL SPECIFICATIONS DATED JULY 1, 201, THE OCTOBER 2017 CONSTRUCTION STANDARD DETAILS, THE 201 OVERHEAD SIGNAL STRUCTURE AND FOUNDATION STANDARD DRAWINGS, MASSDOT TRAFFIC MANAGEMENT PLANS AND DETAIL DRAWINGS, THE LATEST MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS WITH MASSACHUSETTS AMENDMENTS, 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 FOR NURSERY STOCK, WILL GOVERN. FEDERAL AID PROJECT NO. SHEET NO. DESCRIPTION INDEX 7% RE-SUBMITTAL 01 TITLE SHEET & INDEX 02 LEGEND & ABBREVIATIONS 03 KEY PLAN & BORING LOCATIONS TYPICAL SECTIONS DESIGN DESIGNATION CONSTRUCTION PLANS & PROFILES 11 PROFILES - ACCESS PATHS 12-1 WALL PLANS & PROFILES ALIGNMENT PLANS TRAFFIC SIGN & PAVEMENT MARKINGS BR# W PROJECT END STA N E DESIGN SPEED 20 MPH 20 TRAFFIC SIGN SUMMARY TEMPORARY TRAFFIC CONTROL PLANS LANDSCAPING PLANS LANDSCAPING DETAILS CONSTRUCTION DETAILS BR# W-2-01 BR# W CROSS SECTIONS BR# W BR# W PROJECT BEGIN STA N E /19/2018 7% RE-SUBMISSION - DATE DESCRIPTION REV # 0 2,000 4,000 6,000 8,000 SCALE: 1" = 2,000' RECOMMENDED FOR APPROVAL LENGTH OF PROJECT = 3, FEET = 0.66 MILES CHIEF ENGINEER DATE DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION APPROVED APPROVED: DIVISION ADMINISTRATOR DATE HIGHWAY ADMINISTRATOR DATE

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7 PT PT PT PT PC PVC: ELEV: 16. PVT: ELEV: LOW POINT ELEV = 16.2 LOW POINT STA = HIGH POINT STA = 143 PVI STA = PVI ELEV = A.D. = 3.70% K = ' VC PVT: ELEV: PVRC: ELEV: PVI STA = PVI ELEV = A.D. = -2.27%PVI STA = K = PVI ELEV = ' VC A.D. = 2.17% K = ' SSD 60' VC PVC: ELEV: 18.8 PVRC: ELEV: PVC: ELEV: % PVT: ELEV: HIGH POINT ELEV = HIGH POINT STA = PVI STA = PVI ELEV = A.D. = -3.96% K = ' VC 144.8' SSD LOW POINT ELEV = LOW POINT STA = PVI STA = PVI ELEV = A.D. = 3.81% K = ' VC ELEV = PVT: ELEV: PVC: ELEV: % 2.00% 160 PVI STA = PVI ELEV = A.D. = 1.10% K = ' VC PVT: ELEV: PVC: ELEV: PVT: ELEV: PVI STA = PVI ELEV = A.D. = 2.18% K = ' VC PVC: ELEV: HIGH POINT ELEV = HIGH POINT STA = PVI STA = PVI ELEV = A.D. = -4.00% K = ' VC 143.' SSD GRADE BREAK STA = PC PRC PT C P % -0.3% 3.47% 3.10% -0.60% 2.77% MEET EXIST INFINITY NAVD 88 BASE ELEV PROP GRADE

8 PC PT PRC PT PT PC % PVC: ELEV: HIGH POINT ELEV = 17.4 HIGH POINT STA = PVI STA = PVI ELEV = 17.6 A.D. = -2.3%PVI STA = K = 2.1 PVI ELEV = ' VC A.D. = 1.20% K = ' SSD 60' VC ELEV = 16.3 GRADE BREAK STA = GRADE BREAK STA = PVT: ELEV: PVC: 14+4 ELEV: PVT: ELEV: % ELEV = % 3.10% 20 3 PT LOW PONT ELEV = LOW POINT STA = PVI STA = PVI STA = PVI ELEV = PVI ELEV = A.D. = -2.1% A.D. = 2.7% K = K = ' VC 60' VC 241.2' SSD PVC: ELEV: PVC: ELEV: 18.1 PVT: ELEV: PVC: ELEV: 16. PVT: ELEV: LOW POINT ELEV = 16.2HIGH POINT ELEV = LOW POINT STA = HIGH POINT STA = PVI STA = PVI STA = PVI ELEV = PVI ELEV = A.D. = 3.70% A.D. = -3.60% K = K = ' VC 60' VC 16.1' SSD % -0.20% 0.10% PVT: ELEV: PC PVRC: ELEV: PT PT PC PT PT PC % PROP GRADE 1.8% 14+00

9 PC T P PC + PT PVT: ELEV: PVC: ELEV: % 2.% LOW POINT ELEV = LOW POINT STA = PVI STA = PVI ELEV = A.D. = 0.77% K = ' VC ELEV = GRADE BREAK STA = PVC: ELEV: PVT: ELEV: 1.74 PVC: ELEV: PVI STA = PVI ELEV = A.D. = 2.3% K = ' VC -0.0% -0.6% 1.8% PVI STA = PVI ELEV = A.D. = -2.7% K = ' VC 19.2' SSD PVT: ELEV: PVRC: 1+0 ELEV: PVC: ELEV: 1.93 PVT: ELEV: PVRC: ELEV: PVC: ELEV: HIGH POINT ELEV = 17.4 HIGH POINT STA = PVI STA = PVI ELEV = 17.6 A.D. = -2.3%PVI STA = K = 2.1 PVI ELEV = ' VC A.D. = 1.20% K = ' SSD 60' VC PVT: ELEV: LOW POINT ELEV = 1.88 LOW POINT STA = PVI STA = PVI ELEV = 1.68 A.D. = 3.20%HIGH POINT ELEV = K = 2.01 HIGH POINT STA = PVI STA = ' VC PVI ELEV = A.D. = -3.0% K = ' VC 178.9' SSD -0.90% PROP GRADE -0.67% 16+00

10 PT LOW POINT ELEV = LOW POINT STA = PVI STA = PVI ELEV = A.D. = 0.77% K = ' VC PVC: ELEV: PVT: ELEV: GRADE BREAK STA = ELEV = % PROP GRADE

11 GRADE BREAK STA = % ELEV = % PVC: ELEV: PVI STA = PVI ELEV = A.D. = 3.20% K = ' VC PVT: ELEV: % PVI STA = PVI ELEV = A.D. = -4.10% PVI STA = K = PVI ELEV = ' VC A.D. = 3.00% 192.1' SSD K = ' VC PVC: ELEV: 14.0 PVRC: ELEV: PVT: ELEV: % -1.0% NAVD 88 BASE ELEV PROP GRADE GRADE BREAK STA = ELEV = GRADE BREAK STA = ELEV = GRADE BREAK STA = %-7.0% ELEV = GRADE BREAK STA = % -7.0% THOMAS VER. STREET SCALE IN FEET ACCESS PATH ELEV = GRADE BREAK STA = % -7.0% HOR. SCALE IN FEET ELEV = GRADE BREAK STA = % -7.0% ELEV = % GRADE BREAK STA = ELEV = GRADE BREAK STA = ELEV = % -1.0% -1.0% GRADE BREAK STA = ELEV = GRADE BREAK STA = ELEV = GRADE BREAK STA = ELEV = GRADE BREAK STA = ELEV = GRADE BREAK STA = ELEV = % -1.0% GRADE BREAK STA = ELEV = % GRADE BREAK STA = ELEV = GRADE BREAK STA = ELEV = NAVD 88 BASE ELEV PROP GRADE

12 3 PT PC PT PT PC HOR. SCALE IN FEET VER. SCALE IN FEET NAVD 88 BASE ELEV PROP NAVD 88 BASE ELEV PROP

13 PC HOR. SCALE IN FEET VER. SCALE IN FEET NAVD 88 BASE ELEV PROP NAVD 88 BASE ELEV PROP

14 PT PC PT PC PT PC PT PRC +6 PC HOR. SCALE IN FEET VER. SCALE IN FEET NAVD 88 BASE ELEV PROP

15 17 PRC PT PT PC HOR. SCALE IN FEET VER. SCALE IN FEET NAVD 88 BASE ELEV PROP NAVD 88 BASE ELEV PROP

16 2 PT PC PT PC PRC PC PT PT PT PT PT PC PT PT PC PRC +6.7 PT PT PC PT PT PC PC

17 PT PT PC PC PT N3 49'16"E 1.7'

18 PRC PT PC PT PC PT PT PT PC PT PT PC PC PT PT PT PRC PC PT

19 PC PT PC PT

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21 GENERAL NOTES 1. ALL CONSTRUCTION SIGNING, TEMPORARY TRAFFIC CONTROL DEVICES, AND ROADSIDE ELEMENTS SHALL CONFORM WITH THE 2009 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS AMENDED, THE MASSDOT STANDARD DETAILS AND DRAWINGS FOR THE DEVELOPMENT OF TEMPORARY TRAFFIC CONTROL PLANS, THE LATEST REVISIONS OF THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS, (AASHTO) ROADSIDE DESIGN GUIDE, AASHTO POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, AND NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM (NCHRP) REPORT 30 OR THE AASHTO MANUAL FOR ASSESSING SAFETY HARDWIRE (MASH). 2. WORK HOURS SHALL BE 7AM TO 6PM UNLESS OTHERWISE APPROVED BY MASSDOT AND THE CITY. ANY WORK DURING PEAK PERIODS (MONDAY THRU FRIDAY, 7AM-9AM AND 4PM-6PM) SHALL BE COORDINATED IN ADVANCE WITH THE CITY. MAIN STREET AND ELM STREET SHALL REMAIN TWO-WAY OPERATION FROM 7 AM TO 7PM, MONDAY THRU FRIDAY. 3. NO WORK SHALL OCCUR WITHIN THE PUBLIC WAY ON STATE RECOGNIZED HOLIDAYS UNLESS OTHERWISE APPROVED BY THE ENGINEER. 4. ALL TEMPORARY PEDESTRIAN PATHWAYS SHALL COMPLY FULLY WITH ALL REQUIREMENTS OF THE MUTCD AND ALL APPLICABLE MASSACHUSETTS ARCHITECTURAL ACCESS BOARD (MAAB) AND AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG) REQUIREMENTS AND PUBLIC RIGHTS-OF WAY ACCESSIBILITY GUIDELINES (PROWAG).. ALL DRUMS OUTSIDE TAPERS SHALL BE SET AT 20' ON CENTER MAX. UNLESS OTHERWISE NOTED OR ADJUSTED BY THE ENGINEER. 6. ALL DRUMS SHALL BE APPROXIMATELY PLACED AND MOVED AS NECESSARY TO MAINTAIN SAFE AND REASONABLE ABUTTER ACCESS. WORK MAY REQUIRE ADDITIONAL SIGNS, DRUMS AND OTHER TRAFFIC CONTROL DEVICES, GRADING AND TEMPORARY PAVEMENT FOR PASSAGE OF PEDESTRIAN, VEHICULAR AND EMERGENCY TRAFFIC THROUGH THE WORK AREAS, BOTH DURING AND AFTER WORKING HOURS, TO MAINTAIN SUCH ACCESS. 7. THE FIRST 10 DRUMS ON TAPERS SHALL BE REFLECTORIZED DRUMS WITH SEQUENTIAL FLASHING WARNING LIGHTS. 8. REFLECTORIZED CONES SHALL BE A MINIMUM OF 36 INCHES IN HEIGHT. 9. CONES MAY BE USED IN LIEU OF DRUMS OUTSIDE OF TAPER AREAS. 10. THE CONTRACTOR SHALL NOTIFY EACH ABUTTER AT LEAST 24 HOURS IN ADVANCE OF THE START OF ANY WORK THAT WILL REQUIRE THE TEMPORARY CLOSURE OR RESTRICTION OF ACCESS. SEQUENCING NOTES 1. CONTRACTOR SHALL NOT DETOUR TRAFFIC TO ROADWAYS WITH BRIDGE CLEARANCES LOWER THAN THE ROADWAY BEING CLOSED. RECOMMENDED BRIDGE REPLACEMENT/REFURBISHMENT ORDER IS AS FOLLOWS: CHAPEL STREET (EXISTING CLEARANCE = 11'-0") ORANGE STREET(EXISTING CLEARANCE = 11'-") THOMAS STREET(EXISTING CLEARANCE = 11'-") ELM STREET(EXISTING CLEARANCE = 14'-4") MAIN STREET (NO EXISTING BRIDGE) 2. DESIGNER ASSUMES CHAPEL STREET, ORANGE STREET, AND THOMAS STREET BRIDGE CONSTRUCTION WILL NOT EXCEED A TWO-WEEK PERIOD EACH ROAD CLOSURES WITH DETOURS AND/OR DAILY TYPICAL SET-UPS MAY BE IMPLEMENTED DURING WORK HOURS ONLY, WITH NORMAL TRAFFIC PATTERNS TO BE RESTORED OUTSIDE OF WORK HOURS SIGNED PEDESTRIAN DETOUR ROUTES WILL NOT BE PROVIDED CONTRACTOR SHALL NOT IMPLEMENT DETOURS WHEN DETOUR ROUTES HAVE REDUCED CAPACITY DUE TO DAILY TYPICAL SET-UPS AND/OR CLOSURES. 3. DESIGNER ASSUMES MAIN STREET BRIDGE ABUTMENT REHABILITATION CAN BE PERFORMED OFF-ROADWAY OR WITH MINOR SHOULDER ENCROACHMENT. ROADWAY WILL BE CLOSED COMPLETELY DURING INSTALLATION OF BRIDGE SUPERSTRUCTURE IN A PERIOD OF HOURS DURING OFF-PEAK/NIGHT-TIME HOURS. 4. DESIGNER ASSUMES ELM STREET BRIDGE REHABILITATION AND GREENWAY CONSTRUCTION CAN BE DONE USING DAILY TYPICAL SET-UPS AND/OR BE SHIELDED TO MAINTAIN CURRENT VEHICULAR, BICYCLE, AND PEDESTRIAN ACTIVITY.. DESIGNER ASSUMES GREENWAY GATEWAYS ON ELM STREET AND THOMAS STREET CAN BE CONSTRUCTED USING DAILY TYPICAL SET-UPS. LEGEND FLAGGER POLICE OFFICER TRAFFIC SIGNAL REFLECTORIZED DRUM REFLECTORIZED DRUMS WITH SEQUENTIAL FLASHING WARNING LIGHTS (SEE NOTE 7) TEMPORARY CONSTRUCTION SIGN TRAFFIC CONE TYPE III BARRICADE ARROW BOARD (AB) (RIGHT OR LEFT) 11. FOR RESTORATIVE WORK ON LOCAL ROADWAYS, A MINIMUM OF ONE LANE OF TRAFFIC IN EACH DIRECTION ON TWO WAY STREETS SHALL BE MAINTAINED AT ALL TIMES, EXCEPT THAT DURING WORKING HOURS, TRAFFIC MAY BE REDUCED TO ONE LANE UNDER POLICE CONTROL FOR SHORT TIME PERIODS WHEN REQUIRED FOR THE WORK, AS SHOWN UNLESS OTHERWISE APPROVED BY THE ENGINEER. 12. FOR DROP-OFFS 4" OR LESS WITHIN THE CLEAR ZONE, CONDITION MAY BE MITIGATED WITH W8-9 (LOW SHOULDER) SIGN OR TEMPORARY CHANNELIZATION DEVICES. FOR DROP-OFFS GREATER THAN 4" BUT NO MORE THAN 12", DETERMINE WHETHER IT IS MORE COST EFFECTIVE TO INSTALL BOTH TEMPORARY CHANNELIZATION DEVICES AND A 1V:4H (MIN) TO 1V:6H (DESIRED) WEDGE OR TO REMOVE THE HAZARD. FOR DROP-OFFS GREATER THAN 12" BUT NO MORE THAN 24", DETERMINE WHETHER IT IS MORE COST EFFECTIVE TO MAINTAIN AN ADDITIONAL ' OF SHOULDER WIDTH AND INSTALL BOTH TEMPORARY CHANNELIZATION DEVICES AND A 1V:6H (DESIRE) WEDGE OR TO REMOVE THE HAZARD. FOR DROP-OFFS 24" OR GREATER USE BARRIER IN ACCORDANCE WITH MASSDOT WORK ZONE POSITIVE PROTECTION GUIDELINES. 13. CONTRACTOR SHALL STAGE WORK SUCH THAT A DROP-OFF OF NO MORE THAN 12" AT THE END OF EACH WORK DAY EXISTS WITHIN THE CLEAR ZONE AT ANY TIME AND ENSURE DROP-OFF IS MITIGATED WITHOUT BARRIER PER NOTE 12. NTS WORK AREA (PUBLIC ACCESS RESTRICTED) TRAFFIC FLOW CONSTRUCTION FENCE TEMPORARY PORTABLE PEDESTRIAN BARRICADE NOT TO SCALE 14. CONSTRUCTION CLEAR ZONE SHALL BE IN ACCORDANCE WITH MASSDOT BOSTON TRAFFIC GUIDELINES AS FOLLOWS: 4' IF POSTED SPEED IS LESS THAN 3 MPH 8' IF POSTED SPEED IS 3 MPH 1' IF POSTED SPEED IS 40 MPH 1. 11' MINIMUM LANE WIDTHS SHALL BE MAINTAINED UNLESS OTHERWISE NOTED. 16. NON-ESSENTIAL TRAFFIC CONTROL DEVICES AND SIGNS SHALL BE COVERED OR REMOVED DURING NON-WORKING HOURS WHEN NOT IN USE. 17. SIGNS INSTALLED ON PORTABLE STANDS REQUIRE 12 INCH MINIMUM MOUNTING HEIGHT FROM THE ROADWAY SURFACE TO THE BOTTOM OF THE SIGN. 18. SIGNS INSTALLED ON PORTABLE STANDS PLACED AMONG CHANNELIZATION DEVICES REQUIRE A 36 INCH MINIMUM MOUNTING HEIGHT FROM THE ROADWAY SURFACE TO THE BOTTOM OF THE SIGN. 19. SIGNS MOUNTED ON P POSTS REQUIRE A MINIMUM 84 INCH MOUNTING HEIGHT FROM THE ROADWAY OR SIDEWALK SURFACE TO THE BOTTOM OF THE SIGN. ADVANCE SIGN SPACING ROADWAY ALL ROADWAYS LANE TAPER LENGTH FORMULAS L= W= TAPER LENGTH IN FEET DISTANCE BETWEEN SIGNS (FEET) A B C D WIDTH OF ROADWAY TO BE SHIFTED OR REDIRECTED IN FEET 20. ALL SIGNS SHALL BE MOUNTED ON THEIR OWN NCHRP 30 AND/OR MASH CRASH TESTED SIGN SUPPORTS AND INSTALLED IN ACCORDANCE WITH THE MUTCD. 21. ADVISORY SPEED PLAQUES (W13-1p(XX)) SHALL BE USED AS SHOWN AND AS REQUESTED BY THE ENGINEER. POSTED ADVISORY SPEED SHALL BE AS APPROVED BY THE APPROPRIATE AGENCY WITH JURISDICTION OVER THE ROADWAY ON WHICH THE SIGN WILL BE MOUNTED. 22. MA-W20-7b SIGNS SHALL BE REPLACED BY W20-7 SIGNS WHEN FLAGGERS ARE USED IN LIEU OF POLICE OFFICER DETAILS. REFLECTORIZED DRUM S= POSTED SPEED LIMIT IN MPH 40 MPH OR LESS 2 WS L= 60 POSTED SPEED GREATER THAN 40 MPH L= WS 23. ARROW BOARD FLASHING CAUTION SHALL FLASH IN FOUR-POINT CAUTION MODE ONLY. 24. TEMPORARY MARKINGS SHALL BE WATER-BORNE PAINT OR SURFACE-APPLIED REMOVEBLE TAPE, AS APPROVED BY THE ENGINEER. 2. ALL TEMPORARY CROSSWALKS AND STOP LINES SHALL BE 12 INCHES WIDE. 26. ALL TEMPORARY DOUBLE YELLOW LINES (DBYL) SHALL BE 6 INCHES WIDE. 27. W20-1c OR MA-R2-10a SIGNS SHOWN ON ADVANCE SIGN SCHEMATIC MAY BE USED IN LIEU OF THOSE SIGNS SHOWN ON TYPICAL DETAILS ON THE TEMPORARY TRAFFIC CONTROL PLANS IF MINIMUM SIGN SPACING IS MET. 28. WHEN UTILIZING TYPICAL TRAFFIC CONTROL DETAILS OR STAGING SETUPS, COVER EXISTING CONFLICTING ADVANCE WARNING SIGNS AS REQUIRED TO COMPLETE THE WORK. 29. CONTRACTOR SHALL SECURE WORK AREAS TO PREVENT UNAUTHORIZED ACCESS AT ALL TIMES. 30. THERE IS NO DESIGNATED BICYCLE LANE ON THE ROADWAY WITHIN THE PROJECT LIMITS. BICYCLES ARE EXPECTED TO SHARE THE ROAD WITH GENERAL VEHICULAR TRAFFIC. 31. NIGHTTIME WORK SHALL REQUIRE PRIOR APPROVAL FROM MASSDOT. 32. ILLUMINATION REQUIRED FOR NIGHTTIME WORK APPROVED BY THE ENGINEER SHALL BE DIFFUSED LIGHTING AND IN ACCORDANCE WITH MASSDOT STANDARDS. WORK AREA 1V:4H (MIN) 1V:6H (DESIRED) 24' MIN TEMPORARY COMPACTED GRAVEL BORROW SLOPE 4" TO 24" EXCAVATION TRAVEL WAY NOTE: 1. CONTRACTOR SHALL INSTALL W8-9 SIGN ON ALL ROADWAYS 30 FT IN ADVANCE OF THE START OF DROP-OFF CONDITION. TYPICAL ROADWAY DROP-OFF PROTECTION SCALE: NTS BUFFER SPACING SPEED DISTANCE (MPH) (FEET)

22 REFLECTORIZED 10' O.C. (TYP) IN TAPER AREAS REFLECTORIZED 20' O.C. (TYP) (SEE GENERAL NOTE 9) W20-cR 11' MIN MA-R2-10a W4-2R MA-R2-10e W20-1c B A C D AB (LT) L BUFFER (SEE NOTE 2) WORK AREA 100' D REFLECTORIZED 20' O.C. (SEE GENERAL NOTE XX) SEE NOTE 1 NOTES: 1. SEE TAPER LENGTH FORMULA ON TTCP GENERAL NOTES & LEGEND SHEET. 2. SEE BUFFER SPACING CHART ON TTCP GENERAL NOTES & LEGEND SHEET. 3. SEE ADVANCE SIGN SPACING TABLE TTCP GENERAL NOTES & LEGEND SHEET. ONE LANE CLOSURE - RIGHT SCALE: NTS MA-R2-10e REFLECTORIZED 10' O.C. IN TAPER AREAS W1-4R REFLECTORIZED 10' O.C. W-1 W1-4L MA-R2-10a W20-1c W REFLECTORIZED 10' O.C. (TYP) IN TAPER AREAS REFLECTORIZED 20' O.C. (TYP) (SEE GENERAL NOTE 9) W-1 MA-R2-10a W1-4R DBYL W 11' 11' W1-4L MA-R2-10e DBYL AB (RT) W20-1c B A C D L/2 (SEE NOTE 1) 100' TRAFFIC 10' O.C. WORK AREA 100' BUFFER (SEE NOTE 2) L/2 (SEE NOTE 1) D C A B W20-cL MA-R2-10a W20-1c B A W4-2L C D L BUFFER (SEE NOTE 2) 11' MIN MA-R2-10e WORK AREA 100' D NOTES: 1. SEE TAPER LENGTH FORMULA ON TTCP GENERAL NOTES & LEGEND SHEET. 2. SEE BUFFER SPACING CHART ON TTCP GENERAL NOTES & LEGEND SHEET. 3. REFER TO ADVANCE SIGN SPACING TABLE ON TTCP GENERAL NOTES & LEGEND SHEET. SEE NOTE 1 NOTES: 1. SEE TAPER LENGTH FORMULA ON TTCP GENERAL NOTES & LEGEND SHEET. 2. SEE BUFFER SPACING CHART ON TTCP GENERAL NOTES & LEGEND SHEET. 3. SEE ADVANCE SIGN SPACING TABLE TTCP GENERAL NOTES & LEGEND SHEET. TYPICAL TWO-WAY STREET LANE SHIFT SCALE: NTS ONE LANE CLOSURE - LEFT SCALE: NTS D 100' WORK AREA MA-R2-10e REFLECTORIZED 10' O.C. IN WORK AREA BUFFER (SEE NOTE 2) L/3 D C A B W20-1c REFLECTORIZED 10' O.C. IN TAPER AREAS MA-R2-10e PROP TYPE III BARRICADE (TYP) REFLECTORIZED 20' O.C. SEE GENERAL NOTE 9 D C A B W20-1c EOP OR SWEL VARIES 11' MIN REFLECTORIZED 20' O.C.IN BUFFER W21-aR REFLECTORIZED 10' O.C. IN TAPER AREAS MA-R2-10a W21-cR W20-4c W13-1p* MA-R2-10a W20-1c B A DBYL MA-W20-7b** C OR D 100' MAX BUFFER 100'-10' WORK AREA 11' MIN OR DBYL MA-R2-10e 100' MAX D MA-R2-10a W20-4c W13-1p* MA-W20-7b** NOTES: 1. SEE TAPER LENGTH FORMULA ON TTCP GENERAL NOTES & LEGEND SHEET. 2. SEE BUFFER SPACING CHART ON TTCP GENERAL NOTES & LEGEND SHEET. 3. SEE ADVANCE SIGN SPACING CHART ON TTCP GENERAL NOTES & LEGEND SHEET. 4. ADVANCE WARNING SIGN PLACEMENT TO BE ADJUSTED BEYOND MINIMUM SPACING SHOWN AS NECESSARY. SHOULDER WORK WITH MINOR ENCROACHMENT SCALE: NTS NOTES: 1. REFER TO ADVANCE SIGN SPACING TABLE ON TTCP GENERAL NOTES & LEGEND SHEET. 2. * SEE NOTE 21 ON TTCP GENERAL NOTES & LEGEND SHEET. 3. ** SEE NOTE 22 ON TTCP GENERAL NOTES & LEGEND SHEET. TYPICAL TWO-WAY STREET LANE CLOSURE ALTERNATING TRAFFIC SCALE: NTS

23 NOTES: 1. ADDITIONAL ADVANCE WARNING SIGNS MAY BE NECESSARY AS DETERMINED BY THE ENGINEER. 2. CONTROLS FOR PEDESTRIAN TRAFFIC ONLY, ARE SHOWN. VEHICULAR TRAFFIC SHALL BE MAINTAINED AS SHOWN ELSEWHERE. 3. STREET LIGHTING SHOULD BE CONSIDERED WHEN LOCATING CONTROL DEVICES. 4. INDICATES DIRECTION OF PEDESTRIAN TRAVEL. PEDESTRIAN BYPASS TYPE I TYPE III BARRICADE (TYP) R9-9, M4-9bSR EXISTING SIDEWALK R9-9, M4-9bSL EXISTING SIDEWALK. IF THE WORK ZONE DOES NOT PERMIT PEDESTRIANS TO TRAVEL ADJACENT TO IT AS SHOWN IN PEDESTRIAN BYPASS TYPE I, THE APPROPRIATE SIGNS SHALL BE INSTALLED TO CROSS PEDESTRIANS TO THE OPPOSITE SIDE OF THE STREET AT EXISTING OR TEMPORARY CROSSWALKS AS SHOWN IN PEDESTRIAN BYPASS TYPE II, AND AS DIRECTED BY THE ENGINEER. 6. PROPOSED TEMPORARY CROSSWALKS SHALL BE 12" WIDE SURFACE APPLIED TAPE OR REFLECTORIZED PAINT AS DIRECTED BY THE ENGINEER. 7. ALL TEMPORARY PEDESTRIAN PATHWAYS SHALL COMPLY FULLY WITH ALL REQUIREMENTS OF THE MUTCD AND ALL APPLICABLE MAAB AND ADAAG REQUIREMENTS AND INCLUDE THE USE OF A COMPLIANT TEMPORARY PEDESTRIAN MANAGEMENT GUIDANCE SYSTEM AT ALL TIMES. 8. CONTRACTOR SHALL MAINTAIN AS WIDE OF A PEDESTRIAN ACCESS AS POSSIBLE AT ALL TIMES. EXCEPT WHERE NECESSARY, THE CONTRACTOR MAY TEMPORARILY REDUCE PEDESTRIAN PATHWAYS TO 4 FEET IN WIDTH (EXCLUDING CURB) FOR NO MORE THAN 200 LINEAR FEET AT A TIME IN ACCORDANCE WITH ALL STANDARDS. A ' x ' PASSING AREA SHALL BE PROVIDED IN INTERVALS NOT EXCEEDING 200 FEET. 9. TEMPORARY WHEELCHAIR RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH MASSDOT, MAAB, AND ADAAG REQUIREMENTS. 10. TEMPORARY PORTABLE PEDESTRIAN BARRICADE AND TEMPORARY CURB RAMP SHALL BE PAID FOR UNDER ITEM 82.1 TEMPORARY PEDESTRIAN MANAGEMENT GUIDANCE SYSTEM. 11. * INDICATES SIGNS ARE NOT REQUIRED IF EXISTING CROSSWALKS ARE USED. TEMP CURB RAMP - PARALLEL TO THE CURB (SEE DETAIL) PEDESTRIAN BYPASS TYPE II R9-11aR MTD ON TYPE III BARRICADE *W11-2 W16-7p(L) *W11-2 W16-9p TRAVEL LANE TRAVEL LANE D *W11-2 W16-7p(L) WORK AREA ENCLOSED W/CONSTRUCTION FENCING EXISTING SIDEWALK M4-9bR M4-9bL TRAVEL LANE TRAVEL LANE TEMP OR EXIST CROSSWALKS *W11-2 W16-7p(L) PEDESTRIAN PATH (' MIN WIDTH) TEMP PORTABLE PEDESTRIAN BARRICADE (TYP) SEE SHOULDER CLOSURE DETAIL OR ONE LANE CLOSURE - RIGHT DETAIL R9-11aL MTD ON TYPE III BARRICADE D *W11-2 *W11-2 W16-9p W16-7p(L) EXISTING SIDEWALK TEMP PORTABLE PEDESTRIAN BARRICADE (TYP) EXIST OR TEMP WCR (TYP) M4-9bR M4-9bL W20-3c MA-R2-10a W20-1c B A W20-2c C MA-R2-10e R3-2 D MA-R2-10e TYPE III BARRICADE W/ R11-2 & M4-10R/L SIGNS (TYP) MA-R2-10e W20-2c NOTE: 1. REFER TO ADVANCE SIGN SPACING TABLE ON TTCP GENERAL NOTES & LEGEND SHEET. R3-1 REFLECTORIZED ' O.C. MA-R2-10a W20-2c W20-3c B W20-1c D C A D C A B W20-1c MA-R2-10a W20-3c PEDESTRIAN BYPASS DETAIL SCALE: NTS TYPICAL LOCAL ROAD CLOSURE SCALE: NTS 2-4" WIDE CONTRAST EDGE MARKING YELLOW NON-SLIP PROTECTION (TYP) GRANITE CURB 6" REVEAL (TYP) CLEAR SPACE GRANITE CURB 6" REVEAL (TYP) JOINT/GAP TREATMENT 12" MIN 1" DETECTABLE WARNING PANEL TEMPORARY CURB RAMP-PARALLEL TO CURB 2" MIN. PROTECTIVE EDGING 2" MIN HEIGHT JOINT/GAP TREATMENT YELLOW NON-SLIP PROTECTION (TYP) 12" MIN 1" 60"x60" MIN TURNING AREA PROTECTIVE EDGING 2" MIN HEIGHT 2.0% SLOPE MAX 2-4" WIDE CONTRAST EDGE MARKING TEMPORARY CURB RAMP-PERPENDICULAR TO CURB TEMPORARY CURB RAMPS SCALE: NTS DETECTABLE EDGING 6" MIN HEIGHT DETECTABLE WARNING PANEL NOTES: 1. CURB RAMPS SHALL BE 60" MINIMUM WIDTH WITH A FIRM, STABLE AND NON-SLIP SURFACE. 2. PROTECTIVE EDGING WITH A 2" MINIMUM HEIGHT SHALL BE INSTALLED WHEN THE CURB RAMP OR LANDING PLATFORM HAS A VERTICAL DROP OF 6" OR GREATER OR HAS A SIDE APRON SLOPE STEEPER THAN 1:3 (33%). PROTECTIVE EDGING SHOULD BE CONSIDERED WHEN THE CURB RAMPS OR LANDING PLATFORMS HAVE A VERTICAL DROP OF 3" OR MORE. 3. DETECTABLE EDGING WITH 6" MINIMUM HEIGHT AND CONTRASTING COLOR SHALL BE INSTALLED ON ALL CURB RAMP LANDINGS WHERE THE WALKWAY CHANGES DIRECTION (TURNS). 4. THE CURB RAMP WALKWAY AND LANDING AREA SURFACE SHALL BE OF A SOLID CONTINUOUS CONTRASTING COLOR ABUTTING UP TO THE EXISTING SIDEWALK.. CURB RAMPS AND LANDINGS SHOULD HAVE A 1:0 (2%) MAX CROSS-SLOPE. 6. CLEAR SPACE OF 48"x48" MINIMUM SHALL BE PROVIDED ABOVE AND BELOW THE CURB RAMP. 7. WATER FLOW IN THE GUTTER SYSTEM SHALL HAVE MINIMAL RESTRICTION. 8. LATERAL JOINTS OR GAPS BETWEEN SURFACES SHALL BE LESS THAN 0." WIDTH. 9. CHANGES BETWEEN SURFACE HEIGHTS SHOULD NOT EXCEED 0." LATERAL EDGES SHOULD BE VERTICAL UP TO 0.2" HIGH, AND BEVELED AT 1:2 BETWEEN 0.2" AND 0." HEIGHT. 10. IF A TEMPORARY PEDESTRIAN RAMP LEADS TO A CROSSWALK, THEN A DETECTABLE WARNING PAD MUST BE ADHERED TO THE BASE OF THE RAMP. IF IT LEADS TO A PROTECTED PEDESTRIAN BYPASS THAT DOES NOT CONFLICT WITH VEHICULAR TRAFFIC, THEN A PAD SHALL NOT BE INSTALLED ON THE RAMP. 11. TEMPORARY CURB RAMP SHALL BE PAID FOR UNDER ITEM 82.1 TEMPORARY PEDESTRIAN MANAGEMENT GUIDANCE SYSTEM. MA-R2-10a NOTE: REFLECTORIZED ' O.C. W20-3c W20-1c SCALE: NTS B A W20-2c C MA-R2-10e R3-2 D VARIES MA-R2-10e TYPE III BARRICADE W/ R11-2 SIGN (TYP) R3-1 MA-R2-10e W20-2c W20-3c W20-1c W20-2c REFLECTORIZED ' O.C. MA-R2-10a 1. REFER TO ADVANCE SIGN SPACING TABLE ON TTCP GENERAL NOTES & LEGEND SHEET. TYPICAL LOCAL ROAD CLOSURE WITH LOCAL ACCESS TYPE III BARRICADE W/ R11-3a & M4-10R/L SIGNS (TYP) D C A B D C A B W20-1c MA-R2-10a W20-3c

24 TYPE III BARRICADE W/ R11-3a & M4-10R SIGN (TYP) SEE TYPICAL LOCAL ROAD CLOSURE WITH LOCAL ACCESS DETAIL TYPE III BARRICADE W/ R11-3a SIGN M4-8a SUPP(D) TYPE III BARRICADE W/ R11-2 SIGN TYPE III BARRICADE W/ R11-2 SIGN TYPE III BARRICADE W/ R11-2 SIGN TYPE III BARRICADE W/ R11-3a & M4-10L SIGN (TYP) SEE TYPICAL LOCAL ROAD CLOSURE WITH LOCAL ACCESS DETAIL M4-8a SUPP(D) CONTRACTOR TO COORDINATE ACCESS WITH COMMERICAL ABUTTERS TYPE III BARRICADE W/ R11-2 & M4-10r SIGN (TYP) SEE TYPICAL LOCAL ROAD CLOSURE WITH LOCAL ACCESS DETAIL POLICE TO ALLOW TWO-WAY TRAVEL FOR ABUTTERS EAST OF BRIDGE M4-9L SUPP(D) M4-9R SUPP(D) CONTRACTOR TO COORDINATE ACCESS WITH RESIDENTIAL ABUTTERS M4-9R SUPP(D) TYPE III BARRICADE W/ R11-3a & M4-10L SIGN SEE TYPICAL LOCAL ROAD CLOSURE WITH LOCAL ACCESS DETAIL M4-9L SUPP(C) M4-8a SUPP(C) M4-9L SUPP(C) POLICE TO ALLOW LEFT-TURNS FROM MAPLE STREET DURING DETOUR OPERATION M4-9R SUPP(D) M4-9R SUPP(D) M4-9L SUPP(D) ORANGE STREET BRIDGE DETOUR SCALE: APPROX 1"=100' M4-9L SUPP(D) NOTE: 1. IT IS ASSUMED CRANE WILL BE LOCATED ON WEST SIDE OF BRIDGE AND CONTRACTOR SHALL COORDINATE WITH ABUTTERS A MINIMUM OF 30 DAYS PRIOR TO CONSTRUCTION. CHAPEL STREET BRIDGE DETOUR SCALE: APPROX 1"=100' M4-8a SUPP(B) TYPE III BARRICADE W/ R11-3a & M4-10L SIGN (TYP) SEE TYPICAL LOCAL ROAD CLOSURE DETAIL TYPE III BARRICADE W/ R11-3a TYPE III BARRICADE W/ R11-2 TYPE III BARRICADE W/ R11-2 SIGN TYPE III BARRICADE W/ R11-3a & M4-10L SIGN (TYP) SEE TYPICAL LOCAL ROAD CLOSURE WITH LOCAL ACCESS DETAIL M4-8a SUPP(B) M4-9L SUPP(B) M4-9R SUPP(B) M4-9R SUPP(B) M4-9L SUPP(B) CONTRACTOR TO COORDINATE WITH ABUTTER TO MAINTAIN ACCESS M4-9V SUPP(B) M4-9R SUPP(B) TYPE III BARRICADE W/ R11-3a RESTRICT EGRESS FROM COMMERICAL PROPERTIES M4-8a SUPP(B) M4-9L SUPP(B) M4-9L SUPP(B) M4-9R SUPP(B) M4-9V SUPP(B) M4-9V SUPP(B) M4-9L SUPP(B) M4-9R SUPP(B) NOTE: 1. IT IS ASSUMED CRANE WILL BE LOCATED ON WEST SIDE OF BRIDGE AND CONTRACTOR SHALL COORDINATE WITH ABUTTERS A MINIMUM OF 30 DAYS PRIOR TO CONSTRUCTION. SEE RIGHT LANE CLOSURE DETAIL TYPE III BARRICADE W/ R11-2 & M4-10L SIGN SEE TYPICAL LOCAL ROAD CLOSURE DETAIL NOTE: 1. DETOUR TO BE IMPLEMENTED DURING OFF-PEAK/NIGHTIME HOURS ONLY. CONTRACTOR TO COORDINATE ACCESS TO/FROM MESTEK PROPERTY M4-8a SUPP(B) TYPE III BARRICADE W/ R11-2 & M4-10R SIGN SEE TYPICAL LOCAL ROAD CLOSURE DETAIL SEE ONE LANE CLOSURE-LEFT DETAIL THOMAS STREET BRIDGE DETOUR SCALE: APPROX 1"=100' MAIN STREET BRIDGE DETOUR SCALE: APPROX 1"=100'

25 TEMPORARY TRAFFIC CONTROL SIGN SUMMARY TEMPORARY TRAFFIC CONTROL SIGN SUMMARY (CONTINUED) IDENTIFI- CATION NUMBER SIZE OF SIGN WIDTH HEIGHT TEXT TEXT DIMENSIONS (INCHES) LETTER HEIGHT VERTICAL SPACING ARROW RTE. MKR. BACK- GROUND COLOR LEGEND BORDER IDENTIFI- CATION NUMBER SIZE OF SIGN WIDTH HEIGHT TEXT TEXT DIMENSIONS (INCHES) LETTER HEIGHT VERTICAL SPACING ARROW RTE. MKR. BACK- GROUND COLOR LEGEND BORDER MA-R2-10a 48" 36" MA-R2-10e 36" 48" WORK ZONE SPEEDING FINES DOUBLED END ROAD WORK DOUBLE FINES END AS PER MASSDOT STANDARD FLUOR- ESCENT ORANGE WHITE FLUOR- ESCENT ORANGE WHITE W20-cL 36" 36" W20-cR 36" 36" SEE FHWA "STANDARD HIGHWAY SIGNS, 2004 EDITION"; AS AMENDED FLUOR- ESCENT ORANGE FLUOR- ESCENT ORANGE R3-1/R3-2 24" 24" SEE FHWA "STANDARD HIGHWAY SIGNS, 2004 EDITION"; AS AMENDED WHITE RED/ W21-aR 36" 36" FLUOR- ESCENT ORANGE R9-9 24" 12" SIDEWALK CLOSED WHITE W21-cR 36" 36" FLUOR- ESCENT ORANGE R9-11aL 24" 12" WHITE W " 36" AS PER MASSDOT STANDARD FLUOR- ESCENT ORANGE R9-11aR WHITE MA-W20-7b 36" 36" POLICE OFFICER AHEAD SEE FHWA "STANDARD HIGHWAY SIGNS, 2004 EDITION"; AS AMENDED FLUOR- ESCENT ORANGE R " 30" WHITE M4-8 24" 12" FLUOR- ESCENT ORANGE R11-3a 60" 30" FLUOR- ESCENT ORANGE M4-8a 24" 18" FLUOR- ESCENT ORANGE W1-4L/R 36" 36" FLUOR- ESCENT ORANGE M4-9bL/R 30" 24" FLUOR- ESCENT ORANGE W4-2L/R 36" 36" FLUOR- ESCENT ORANGE M4-9bsL 30" 24" FLUOR- ESCENT ORANGE W-1 36" 36" FLUOR- ESCENT ORANGE M4-9L 30" 24" FLUOR- ESCENT ORANGE W8-9 36" 36" YELLOW M4-9R 30" 24" FLUOR- ESCENT ORANGE W " 30" FLUOR- ESCENT ORANGE M4-10L 48" 18" FLUOR- ESCENT ORANGE W13-1p(xx) (SEE NOTE 3) 24" 24" YELLOW M4-10R 48" 18" FLUOR- ESCENT ORANGE W16-7p(L) 24" 12" YELLOW SUPP(A) 30" 12" MAIN ST 6"C 3" 3" N/A FLUOR- ESCENT ORANGE W16-9p 24" 12" FLUOR- ESCENT ORANGE SUPP(B) 3" 42" 12" THOMAS ST 6"C 3" FLUOR- ESCENT ORANGE W20-1c 36" 36" ROAD WORK AHEAD FLUOR- ESCENT ORANGE SUPP(C) 3" 42" 12" CHAPEL ST 6"C 3" FLUOR- ESCENT ORANGE W20-2c 36" 36" FLUOR- ESCENT ORANGE SUPP(D) 3" 42" 12" ORANGE ST 6"C 3" FLUOR- ESCENT ORANGE W20-3c 36" 36" W20-4c 36" 36" ROAD CLOSED AHEAD ONE LANE ROAD AHEAD FLUOR- ESCENT ORANGE FLUOR- ESCENT ORANGE NOTES: 1. HIGH INTENSITY REFLECTIVE SHEETING SHALL BE USED FOR ALL SIGNS. SEE FHWA "STANDARD HIGHWAY SIGNS, 2004 EDITION" FOR TEXT DIMENSIONS, AS AMENDED; THE 1977 MASSHIGHWAY DEPARTMENT CONSTRUCTION AND TRAFFIC STANDARD DETAILS, AS AMENDED, FOR SIGNS AND SUPPORTS; THE MASSHIGHWAY DEPARTMENT SIGN LISTINGS 1993 EDITION, AS AMENDED; THE 2009 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR MOUNTING REQUIREMENTS; AND THE 2017 MassDOT STANDARD SIGNS BOOK, AS AMENDED. 2. ALL SIGNS SHOWN GRAPHICALLY FOR INFORMATION ONLY. SIGN VENDOR SHALL FABRICATE ALL SIGNS IN ACCORDANCE WITH THE APPLICABLE STANDARDS. 3. REFER TO GENERAL NOTE 21 ON TTCP GENERAL NOTES AND LEGEND SHEET FOR SPEED LIMIT INFORMATION.

26 PRC PT HH HH RM W S N E PT +0.4

27 PLANT SCHEDULE SHEET EVERGREEN TREES QTY BOTANICAL NAME TN 22 Thuja occidentalis `Nigra` COMMON NAME Nigra Cedar SIZE 8-10` HT., B&B REMARKS FLOWERING TREES QTY BOTANICAL NAME COMMON NAME SIZE AG 17 Amelanchier x grandiflora `Autumn Brilliance` `Autumn Brilliance` Serviceberry 8-10` HT./Multi-Stem ANNUALS/PERENNIALS QTY BOTANICAL NAME HH 2 Hemerocallis x `Happy Returns` COMMON NAME Happy Returns Daylily GRASSES PS COMMON NAME SIZE Shenandoah Switch Grass #3 CONT. QTY BOTANICAL NAME 17 Panicum virgatum `Shenandoah` SIZE 1 GAL. REMARKS SPACING REMARKS 18" o.c. SPACING REMARKS 3` o.c. MULCHBED (TYP.) 01 3 AG 133 PT LOAM AND SEED (TYP.) SEE SPECIAL PROVISION FOR SEED TYPE PC TN AG TN PT TN 402 PROP CEM CONC SIDEWALK 4" CRUSHED STONE FOR SLOPE TREATMENT (TYP.) PROP SCORED CEM CONC PAVEMENT 10 HH PROP BOULDER (TYP.) 3 AG 7 TN PROP IDENTIFICATION 3 SIGN AG PT HH PC PROP MULCH BED (TYP.) AG PROP LOAM AND SEED (TYP.) SEE SPECIAL PROVISION FOR SEED TYPE 2 PS PS 1 1 PT AG PS AG 1 AG PS 3 TN 12 HH PT PC TN

28 PLANT SCHEDULE SHEET 28 TREES AC AA PC UH QTY 9 11 BOTANICAL NAME Acer freemanii `Celebration` Acer rubrum `Armstrong` Pyrus calleryana `Chanticleer` Ulmus x `Patriot` EVERGREEN TREES QTY BOTANICAL NAME TN 9 Thuja occidentalis `Nigra` COMMON NAME Celebration Maple Armstrong Red Maple Chanticleer Pear Patriot Elm SIZE 2 1/2-3" CAL /2" CAL /2" CAL. 2 1/2-3" CAL. REMARKS COMMON NAME Nigra Cedar SIZE 8-10` HT., B&B REMARKS FLOWERING TREES QTY BOTANICAL NAME COMMON NAME SIZE AG 1 Amelanchier x grandiflora `Autumn Brilliance` `Autumn Brilliance` Serviceberry 8-10` HT./Multi-Stem 3 TN PROP MULCH BED (TYP.) SHRUBS RM AG PROP LOAM AND SEED (TYP.) SEE SPECIAL PROVISION FOR SEED TYPE 1 7 PT RM AG 1 SPACING REMARKS 3` o.c. ANNUALS/PERENNIALS QTY BOTANICAL NAME HH 36 Hemerocallis x `Happy Returns` COMMON NAME Happy Returns Daylily SIZE 1 GAL. SPACING REMARKS 18" o.c. GRASSES COMMON NAME SIZE SPACING REMARKS QTY BOTANICAL NAME PROP MULCH BED (TYP.) 1 HH 16 PS 3 TN 3 AG 1 AG PROP HMA DRIVE AG 7 PS 7 RM PROP 4" CRUSHED STONE PROP LOAM AND SEED (TYP.) FOR SLOPE TREATMENT (TYP.) SEE SPECIAL PROVISION FOR SEED TYPE 30 PS 8 PS COMMON NAME SIZE Crimson Meidiland Rose #3 CONT. 1 PS QTY BOTANICAL NAME 0 Rosa Meidiland series `Crimson` REMARKS AG PC RM AG 4 PS 2 AG PT PT PS 14 9 HH HH 14 RM 3 TN 3 AA PS PS PC PS 8 RM 1 AG 1 UH 2 UH 3 TN 30 0 PT HH 14 RM PC HH RM 1 AG 4 PS 4 PS 20 1 PT PC PROP 4" CRUSHED STONE FOR SLOPE TREATMENT (TYP.) PC PROP HMA DRIVE PROP CONC CURB 90 7 RM PROP 4" CRUSHED STONE PROP LOAM AND SEED (TYP.) FOR SLOPE TREATMENT (TYP.) SEE SPECIAL PROVISION FOR SEED TYPE PROP CONC CURB PT PS PS PC PS AA 3 PC AA AC 20 3 PC PS 149 PS PS PROP MULCH BED (TYP.) PRC PT PT PC UH PROP LOAM AND SEED (TYP.) SEE SPECIAL PROVISION FOR SEED TYPE 20 3

29 PC PT PC PT PT PROP LOAM AND SEED (TYP.) SEE SPECIAL PROVISION FOR SEED TYPE MULCHBED (TYP.) AC PROP LOAM AND SEED (TYP.) SEE SPECIAL PROVISION FOR SEED TYPE 162 PLANT SCHEDULE SHEET 29 TREES QTY BOTANICAL NAME COMMON NAME SIZE AC Acer freemanii `Celebration` Celebration Maple 2 1/2-3" CAL. REMARKS

30 PROP MULCH BED (TYP.) TN TN AG PT HH 6 14 HH RM W N 163 S E 162 UH AG PROP LOAM AND SEED (TYP.) SEE SPECIAL PROVISION FOR SEED TYPE PLANT SCHEDULE SHEET 30 TREES QTY BOTANICAL NAME COMMON NAME SIZE REMARKS UH Ulmus x `Patriot` Patriot Elm 2 1/2-3" CAL. EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME SIZE REMARKS TN 10 Thuja occidentalis `Nigra` Nigra Cedar 8-10` HT., B&B FLOWERING TREES QTY BOTANICAL NAME COMMON NAME SIZE REMARKS AG 10 Amelanchier x grandiflora `Autumn Brilliance` `Autumn Brilliance` Serviceberry 8-10` HT./Multi-Stem SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS RM 14 Rosa Meidiland series `Crimson` Crimson Meidiland Rose #3 CONT. 3` o.c. ANNUALS/PERENNIALS QTY BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS HH 14 Hemerocallis x `Happy Returns` Happy Returns Daylily 1 GAL. 18" o.c.

31 166 W N S E 166 W N S E

32 REFER TO LANDSCAPE PLAN FOR BOULDER LOCATION AND SIZING INFORMATION BURY APPROXIMATELY 1 3 OF BOULDER FINISH GRADE EXISTING SUBSOIL NOTES 1. GRANITE BOULDERS TO BE PLACED BY STRAPS OR CABLES WITH CARPET TO PREVENT SCARRING. 2. BOULDERS WITH EXCESSIVE SCARRING WILL BE REJECTED. 3. BOULDERS SHALL BE WEATHERED FIELD STONE.

33 CUSTOM FINIAL (KAM 4-9-AXS) CUSTOM BRACKETS WELDED TO TOP OF POSTS TO SUPPORT REMOVABLE TOP OF KIOSK. TOP BOLTED THROUGH BRACKET WITH HEAVY BOLT AND CAP NUTS. CUSTOM 6 SIDED SHEET METAL DETAIL 6" DIA. O.D. TUBING NECK 1/4" THICK HEXAGON PLATE 2" X 2" HEAVY SQUARE TUBING SUPPORT ARMS WELDED TO ROOF (6) TYP. RECTANGLE TUBING LEGS WITH HEAVY WELDED BRACKET BRACKETS BOLTS TO SUPPORT SYSTEM IN ROOF SUPPORT. CUSTOM 6 SIDED SHEET METAL ROOF 2" O.D. TUBING SUPPORT CENTER STEM WITH LASER CUT WELDED TO EACH ARM CUSTOM BIRD GUARDS TO KEEP BIRDS FROM NESTING THE CITY WILL PROVIDE THE KIOSK FOR INSTALLATION BY THE CONTRACTOR. 3 SUPPORT LEGS CUSTOM BRACKET WELDED TO POSTS, FRAME SECURED POST WITH FLATHEAD SCREWS CUSTOM 6 SIDED SHEET METAL DETAIL 3/16" D. INSET PAN FOR CUSTOM INFO BOARD (36" X 24" X 1/8") PROVIDED BY OTHERS) INSET PAN IS 36-1/4"L X 24-1/4" H. PAN HAS OUTER FRAME WITH 3/4" RETURN ON FRONT TO SECURE INFO BOARD INSIDE FRAME. OUTER FRAME IS REMOVABLE AND SECURED TO POSTS WITH SCREWS HIDDEN IN INNER FRAME. CUSTOM 6 SIDED SHEET METAL ROOF HEAVY WALL 6" X 4" RECTANGLE TUBING LEGS (3) TYP. WITH CUSTOM MOUNTING BRACKETS AT TOP TO SECURE REMOVABLE ROOF. ROOF IS REMOVABLE FOR KD SHIPPING AND PACKING. KIOSK DETAIL TOP VIEW NTS PROP CEMENT CONCRETE WALK GROUND LEVEL KIOSK DETAIL FRONT VIEW NTS KIOSK FOUNDATION NTS

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35

36 R R20.12 R1.0 R1.46 R11.00 R2.00R22.0 R7.0 R R.00 R4.77 R.00 R R1.0 R17.2 R R R30.09 R9.2 R2.0 R14.00 R8.00 R2.0 R12.0 R16.2 R12.00 R12.7 R10.00 R4.00 R7.0 R10.00 R7.00 R.00 R

37 1 8" 8' O.C. Nom. 1 3 TM 4" FORERUNNER Rail (See Cross- Section Below) 3" POSTS 48" Bracket Options 36" Min. Footing depth 2" Nom " TYPICAL PANEL BRACKET Specially designed two -point connection ensures fixity of rail ends for increased strength. INTERNAL RETAINING ROD Variable pitch connection system for ease of installation, high angle bias ability and elimination of unsightly external fasteners " 1 3 4" TM FORERUNNER RAIL REINFORCED POST Internal rib increases against wind loading as well as other horizontally applied forces (Only on 2 1 2" aluminum posts). Base Material "No-Mar" Polyester Powder finish coat INTERIOR GUIDE CHANNEL Channel forms lower limit of raceway for retaining rod and allows for high angle bias ability. TM FORERUNNER RAIL "U"-Channel specially

38

39 ENDS PATH

40 3/8" BOND BREAKER 1/8" CONSTRUCTION JOINT DETAIL 2.0' SCORED CONCRETE FORMED EDGE 1-3/4" 1/2" 6" (MIN) 12" (MIN) CEM CONC WALK 4" " 2 1/4" 2 1/4" 4" LOAM SEED 1"R GRAVEL BORROW TYPE b CONSTRUCTION JOINT NOTES: GRAVEL BORROW TYPE b 1. CONTRACTION JOINTS ARE TO BE SPACED AT A MAXIMUM OF 20 FEET APPART. 2. THE JOINTS ARE TO BE SAWED AND LOCATED IN THE DEPRESSIONS OF THE CORRUGATIONS. 3. END OF CORRUGATED RIDGES TO BE BEVELED. 4. FOR DESCRIPTION OF MATERIALS AND CONSTRUCTION METHODS SEE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS.. SCORED CEMENT CONCRETE TO BE 4000 PSI, 3 4", 610 LB/CY. 6. THROUGH FLUSH WITH ADJACENT PAVEMENT FOR DRAINAGE.

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