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8018_PREMIER PARKS- MAIN STREETS- IMPROVEMENTS � rev�ni2r Pa��S I� Gun S h'eet �MVX-Cvo-mu,4-s S' Town of Agawam '' i'1 36 Main Street Agawam, Massachusetts 01001-1837 MP Tel. 413-786-0400 Fax 413-786-9927 March 31, 1999 Mr. Richard Barber District Project Development Engineer Mass Highway, District 2 811 North King Street Northampton, MA 01060 Re: Riverside - Rt. 159 Improvements SP306 Dear Dick, Enclosed is a sketch of our revision to the "Tram/Drop-off'plan at the west parking entrance to Riverside. The sketch shows how the extra curb cut proposed just south of the new bridge'could be eliminated. I have yet to meet with Jeff Pechuliss of VHB to discuss this matter, but will contact you after m ting with him .Tim Daley, Town Engineer h:lengineerlsp1306116.wpd TowN OF AGAWAM INTEROFFICE MEMORANDUM �pRRTifl Mpy` To: Deborah Dachos, OPCD Director CC: John P. Stone, Conservation Commission, VRK, File From: Engineering Division Date: March 3, 1999; revised March 23, 1999 to comment on revised sheet 4 & 7, received Mare 12, 1999 and "Tram/Drop-Off" plans received on March 15, 1999 Subject: Riverside Park- Roadway Improvements to Main Street (Route 159) - 100% Design - Revisions to Sheet 4 of 7 and 6 of 7 ; SP306 We have reviewed the submitted plans entitled, " The Commonwealth of Massachusetts, Premier Parks Incorporated, Main Street - Route 159, in the Town of Agawam, Hampden County, 100% submission, By vanasse Hangen Brustlin, Inc., Scale 1" = 40', dated February 22, 1999, with revisions to Sheet 4 of 7 and Sheet 6 of 7 - no revision dates", which our division rec 'ved on March 12, 1999, and have the following comments: 1.) The manner of submitting proposals for all Riverside projects makes it difficult to r iew them. For example, the Main Street widening plan (Route 159 - Improvements), which was recently revised, should be reviewed in the context of the 'Tram Area / Pick-up and Drop-off Plan" which was voted upon on March 18, 1999. The submitted plans for the Improvement of Route 159 (Main Street) do not agree with the addition of the "Tram Area / Pick-up and Drop-off Area Plan." There is no reference to any capacity analysis for this area, but it does appear that there will be conflicts with the Western Parking Access Drive traffic heading southbound on Main Street with the traffic exiting the Tram Area, heading northbound especially since the former will be accelerating to merge with Main Street traffic. Also, depending on traffic volumes, the "Pick-up / Drop-off Area" traffic re- entering Main Street, northbound, may experience difficulty with successive maneuvering to cross the Main Street southbound traffic, merge with Main Street northbound traffic and then immediately proceed through the intersection with the Western Parking Access Drive entrance. Further, there is no analysis of alternatives to the proposed plans ("Tram Area / Pick-up and Drop-off Plan"and the "Improvements of Route 159 - Main Street Plan"), or comprehensive plan showing traffic volumes, pertinent to these problem areas (an example would be a "right only" exit from the Tram Area). Page 2 SP 306 March 23, 1999 2.) The revised Sheets, Sheet 4 of 7 and Sheet 6 of 7, incorrectly still show the Pick-Up and Drop-off Area on the eastside of Main Street (Route 159), this should be corrected. 3.) Pavement markings along Main Street (Route 159) should be changed to incorporate the addition of the Pick-up and Drop-off Area located approximately +/- 250 south of the Western Parking Access Drive. The curb cut submitted on the revised Sheet 4 of 7 and revised Sheet 6 of 7 does not agree with the plan that was submitted for the "Tram Area / Pick-up and Drop-off Area Plan." 4.) The submitted plan does not include any sidewalks along the entire length of Riverside's frontage. We recommend that sidewalks be added to the improvements of Route 159 (Main St.) on both sides of Route 159 (Main St.). 5.) According to the Manual on Uniform Traffic Control Devices for Streets and Highways pavement edge lines (SWEL) are required on all rural multi-lane highways. A SWEL should be added to the west side of Main Street (Route 159), from the intersection of Main St.(Route 159) and South.Street to the intersection of Main Street (Route 159) and Western Parking Access Drive. We recommend widening the pavement for this right turn lane to provide a minimum of a 10' lane plus a 1' shoulder beyond the SWEL. 6.) It is obvious from the Traffic Study by Purcell Associates dated September 1998 and the traffic problems along Route 159 (Main St.), experienced in the summer of 1998, that traffic (heading southbound) is a concern on Route 159 (Main St.). Purcell Associates recommended geometric improvements to the intersections of Route 159 (Main St.) and School Street, Route 159 and Elm/Elbert Streets, and also Route 159 and River Road. This concern was not addressed in this submittal and should not be overlooked. 7.) The widening of the west side of Main Street (Roue 159) from Station 178+46.03 to Station 189+18.52 will increase the amount of impervious area. This area is in the proximity of the riparian boundary of Fourmile Brook. The overlay, although it is not creating additional impervious area, is well within the riparian boundary. The additional run-off that is being created will be entering catch basin's (State's drainage system) along west side of Main Street (Route 159). It is important to identify where the catch basin's point of discharge is located. We understand that there has been a request for a determination of applicability for this project. The Conservation Commission will decide whether or not a Notice of Intent is needed and if in fact a Notice of Intent will be required, then a Stormwater Management Policy Form will also have to be filled out. This project would probably be considered a Redevelopment Project and BMP's would have to be implemented to the extent practical. 8.) The submitted plans do not include widening the State's Highway Layout for Route 159 (Main St.). E. Ricker Smiley, Districts Projects Engineer, of the Massachusetts Highway Department sent an interoffice correspondence to Richard A. Barber, District Project Page 3 SP 306 March 23, 1999 Comment No. 8 cant. Development Engineer, of the Massachusetts Highway Department regarding widening the layout near +/- Stations 182+00 and 187+00 on the western side of Main Street (Route 159). 9.) Timothy Meyer, District Permit Engineer, of the Massachusetts Highway Department sent an interoffice correspondence to Richard A. Barber, District Project Development Engineer, of the Massachusetts Highway Department regarding consolidating three driveways along the east side of Route 159 (Main St.) around +/- Station 184+00. The three driveways still exist on the submitted plans. 10.) A detour, if necessary, can be implemented during the construction of this project. Vehicles can travel eastbound and westbound on South Street in Agawam, MA, northbound and southbound on Suffield Street (Route 75), and eastbound and westbound on Hickory Street in Suffield, CT to avoid the construction of this project. If you have any questions please do not hesitate to contact our division. L S' cerely, T• ames T. Daley, P.E. Van Town Engineer Civ' eer I h:lengi=erlspl306112a.pd 1. r.'ra MAArgeo Paul Cellucci Jane Swift Kevin J. Sullivan Matthew J.Amorello �� MAY Governor Lieutenant Governor Secretary Commissioner March 15, 1999 SUBJECT: Agawam--Route 159 Riverside Park hANq Vanasse, Hangen, Brustlin, Inc. 505 East Columbus Avenue Springfield, MA 01105 ATTN: Mr. Jeffrey S. Pechulis Project Manager � g - Dear Sir: 47 The District has reviewed the 75% plans for the upgrading of Route 159 in the area of Riverside Park. Attached are comments from the District's Project Section. If these minor comments are addressed the plans will be acceptable for submission for permit issuance. Included in our review were revised sheets four(4) and six (6)received on March 11, 1999. The revision on these sheets were found to be acceptable and appear to allow for the retaining of the utility pole immediately south of the new western parking access drive. It is requested that a meeting with the Town's Engineering Department and all other interested parties be scheduled to discuss the Town's proposed water main installation on Route 159 and to determine an appropriate construction schedule. Please contact Richard Barber at(413) 536-7478 to schedule this meeting. Very truly yours, OJOHN W. HOEY District Highway Director RABIbS C - RAB James St.Germaine Mayor Johnson ✓ Encls. rab-9058 Massachusetts Highway Department•District 2•North King Street, Northampton, MA 01060• (413) 584-1611 THE COMMONWEALTH OF MASSACHUSETTS MASSACHUSETTS HIGHWAY DEPARTMENT INTEROFFICE MEMORANDUM TO: Richard A. Barber, District Project Development Engineer FROM: E. Ricker Smiley, District Projects Engineer DATE: March 12,1999 SUBJECT: Agawam - Main Street, Route 159 Riverside Park Mitigation -75%M 00% Submission Our previous comments have been satisfactorily addressed. The specifications block on the title sheet and in the special provisions should now refer to the December 23, 1998 Supplemental Specifications rather than those dated November 30, 1994. The Dig-Safe telephone number is now 1-888-DIG-SAFE (1-888-344-7233). A list of this Department's official contact persons at utility companies is enclosed and should be included in the special provisions. ERS 'y r;• MASSACHUSETTS HIGHWAY DEPARTMENT DISTRICT 2 UTILITIES LIST July 1998 AGAWAM Western Massachusetts Electric Co. 174 Brush Hill Avenue West Springfield MA 01089 Mr. John Tullock (413)785-5871 Bay State Gas Co. 2025 Roosevelt Avenue Springfield MA 01101 Mr. Don Hathaway (413)781-9200 BELL ATLANTIC 125 High Street Rm.1435 Boston MA 02110 Mr. Thomas Gavin (617)743-0313 Media One 71 Bradford Street Northampton MA 01060 Mr. Peter Manes (413)587-0212 Agawam D P W ! 36 Main Street(Town Hall) ` .. Agawam MA 01001 Mr. John Stone (413) 786-0400 ex 225 Springfield Water Department P O Box 2551 Springfield MA 01101 Mr. John Lyons (413) 787-6070 1 Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 505 East Columbus Avenue Springfield,Massachusetts 01105 Agawam �"� ~�crlc�g DIY. 413 747-7113 FAX 413 747-0916 Agawam Englnexfeg Dry. MAR 1 f1999 TransmitW To: Jim Daley Date: March 10, 1999 Z Cc: Deborah Dachos-Planning Director,Planning Board Jack Stone,Superintendent of Public Works Agaw.a "i F^""I",-ring Div. Project No.: 46229 Z From: Keith B.Laporte Re: Riverside Park-Roadway Improvements to Main Street(Route 159) Enclosed are 3 copies of the revised 75-100%Design plans for the subject project. The plans are currently under review by the Massachusetts Highway Department. Please replace sheets four(4) and six(6)respectively. Sheet 4 shows the revisions for the alignment and grading and sheet 6 shows the revisions for the roadway striping. Revisions were made to the proposed width of roadway widening south of the Westem Parking Access Drive. The proposed roadway widening has been reduced by eight(S) feet,to retain the existing utility pole located on south side of the site drive. Please forward a copy to Jack Stone and Deborah Dachos. Please feel free to call if you have any questions or comments. \\Mwpr\Prorm\06229\dcc3\lernm\Jim Daleyldoc • vanasse Hangen s6lin., Inc 0 4 Transportation Und Development Environmental Services 505 East Columbus,Avenue Springfield Massachusetts 01105 4137477113 FAX 413 747 0916 March 10, 1999 Ref: 06229.00 Mr.John Hoey,Jr.,P. E. District Highway Director Massachusetts Highway Department District 2 Office 811 North King Street Northampton,MA 01060 Re: 75/100%Submission Roadway Improvement Project Main Street(Route 159) Agawam,Massachusetts Dear Mr. Hoey: Vanasse Hangen Brustlin,Inc(VHB)is please to submit the attached construction plan sheets four (4) and six(6)to substitute for the previous plan sheets of the same number submitted on February 19,1999 as part of the 75/100%submission. Based on discussions with representatives of your staff, the limits of roadway widening have been modified south of the Western Parking Access Drive to retain the location of two existing utility poles. The poles would present a hardship to Mass Electric if relocation is required for these imminent roadway improvements. It is expected that these poles would be relocated next year,depending on the approved roadway design,if/when the full roadway and park build-out is accomplished. Please substitute the enclosed two(2)copies of the revised plans. If you should have any questions or comments,please feel free to call. Very truly yours, jfre ASSE HANGEN STUN,INC_Pct Manager Enclosures CC., D.Barber,District 2 Projects T. Black,Riverside Park J.Stone,Town of Agawam C.Davis,Riverside park K.Burke,Premier Parks J. Bechard,VHB T.Meyer, District 2 Ma pr�p�vjecn�p6Z29\doa\l emaa\hoeq•�5�. } +` C• HIGHWAY Argeo Paul Cellucct Jane Swift Kevin J. Sullivan Matthew J Amorello Governor Lieutenant Govemor. . Secretary Commissioner P-99034 �7 March 9 1999 SUBJECT: Agawam-- Route 159 -' Riverside Park Mayor Christopher C. Johnson 36 Main Street Agawam, MA 01001 Dear Mayor Johnson: We have received your correspondence concerning plans for the improvement of Route 159 in the area of Riverside Park. The 25% completion plans were received in the District on January 22, 1999. According to V.H.B., Inc. these plans were also forwarded to the Town for review. As is District policy comments were made on this submission without requiring a meeting with the consultant. District comments were forwarded to V.H.B. on February 8, 1999. At the request of Deborah Dachos copies of the District's comments were also forwarded to the Town. The District has recently received 75% plans and is in the process of reviewing this submission. V.H.B. has also indicated that the 75% plans were sent to the Town and that the roadwork has been discussed with the Town's Engineering Department to incorporate the Town's desire to install a water main along this section of Route 159. Based on these facts we respectfully disagree with your assessment that no attempt has been made to involve the Town in the review of the proposed Main Street improvements. It is suggested that once the Town reviews the 75% submission a meeting be scheduled to discuss both the proposed roadway work and the Town's water installation. Massachusetts Highway Department•District 2•North King Street, Northampton, MA 01060• (413) 584-1611 2- Please contact Richard Barber at(413) 536-7478 should you wish to schedule a meeting. Very truly yours, rJOHN �. W. HOE ar District Highway Director RAB/bs c - RAB 6 Sen.Melconian Rep. Keenan rab-9057 , 0 OF AQ4 0 .' ;�J F A 0 410� 1 E D MPS` MAYOR CHRIMPHER C.JOHNSON March 3, 1999 � John W. Hoey, Jr. 3 District Highway Director Massachusetts Highway Department District 2 North King Street Northampton, MA 01060 Dear Mr. Hoey: As you are aware, Vanasse Hangen Brustlin, Inc. (VHB), on behalf of Premier Parks, has submitted to your office 25% design plans for improvements to Route 159 in the area of Riverside Park. The District 2 office has reviewed these plans and provided VHB with comments on February 8, 1999. On January 13, 1999, I met with Dick Barber of your staff to discuss this project. Also in attendance was Representative Daniel Keenan and Rosemarie Sandlin of Senator Linda Melconian's staff. During the January 13'h meeting, it was agreed that Agawam professional staff would be invited to the meeting at which time the 25% design would be presented. This would enable to the Town to provide input regarding the proposed design. I have been informed that no attempt has been made to involve the Town of Agawam is in the review of the proposed Main Street improvements. I request, once again, that Agawam representatives be informed of the next meeting regarding this project. Please call with any questions. Sincerely, qChristopOher . o son cc: Senator Linda Melconian Representative Daniel Keenan 36 Main Street • Agawam. Massachusetts 01001 • (413) 786-0400 • FAX (413) 786-9927 to Printed on Recyled Paper A TOWN OF AGAWAM 36 NlAiN STREET AGAWANI, MASSACHUSETTS 01001 Tel. 413-;86-0400 �qh 4 MA{ MEMO TO: MAYOR CHRISTOPHER C. JOHNSON FROM: DEBORAH S. DACHOS, Da PLANNING AND COMMUNITY DEV. JOHN P. STONE, SUPT., DEPT. OF PUBLIC WORKS JIM DALEY, TOWN ENGINEER STEVEN DRAGHETTI, SAFETY OFFICIER SUBJECT: MAIN STREET PAPROVEMENTS/RIVERSIDE PARK DATE: MARCH 1, 1999 The above listed individuals met on February 25, 1999, to discuss the 25% design plans for improvement to Main Street from South Street to the Connecticut line. A number of questions and issues were raised regarding the plans and State Highway's response to the plans. The Police Department questions maintaining the"drop-off' area on the east side of the road. This appears to be one of the biggest problems with maintaining traffic flow. There were also questions with the proposed "coning" plan and State Highway's support for the same. In general, it was agreed that the Town should be involved in the further refinement of the improvement plans. We would recommend that the Town request that Agawam representatives be included in any future meetings that are held by the State Highway Department. � s MEMO To: Deborah Dachos - Planning Dept. From: Sgt. Steven Draghetti - Safety Officer Subject: Riverside Park Expansion Plans Date: March 1, 1999 This is in regards to the meeting of February 25, 1999 about expansion plans for Riverside Park. In particular I am concerned about the pick up/drop off area still being located on the east side of Main Street. This has been a source of problems relating to traffic and pedestrian safety. (1) The pick up/ drop off area is not large enough to accommodate the volume of vehicles that must enter to either pick up or drop off. This is especially acute in the evening hours when parents are picking up their children(employees or patrons). The parents park and wait for their children and quickly use up the available parking. The other parents park in the breakdown lanes on Main Street and obstruct the view of pedestrians crossing the street. Due to the volume of cars it is impossible for a traffic officer to move these cars along. (2) The persons waiting to get picked up become a problem as they move about into the roadway and do not wait for the traffic officer to stop traffic to allow safe passage. At times the number of people waiting can be a hundred or more. Most of these persons are teenagers or young adults and the nix is park employees and patrons. (3) The predominate traffic flow to enter the park is southbound and it must make a left turn against the flow of traffic to get into the pick up/ drop off area. This contributes to a back up of traffic on Main Street. (4) This area has been the site of motor vehicle accidents and several years ago an officer on a motorcycle was struck by a vehicle at this site. I strongly recommend the pick up/drop off area be placed on the west side of Main Street as soon as possible. This will allow the southbound traffic to flow into the parking area without disrupting northbound traffic. A fence or barrier is needed to prevent pedestrians from crossing Main Street but will funnel pedestrian foot traffic over the overpass bridge and allow them to be picked up on the west side. More parking is available and the parents or motorists who pick up their passengers will not be motivated to park in the breakdown lanes. P: TOWN OF AGAWAM REET AGAWA.M, M ASSACHUSETTS 01001 C,b► Y Tel. 413-"TSB-0400 Ti C)m (J rr` MEMO 0 TO: MAYOR CHRISTOPHER C. JOHNSON FROM: DEBORAH S. DACHOS, Da PLANNING AND COMMUNITY DEV. JOHN P. STONE, SUPT., DEPT. OF PUBLIC WORKS JI M DALEY, TOWN ENGINEER STEVEN DRAGHETTI, SAFETY OFFICIER SUBJECT: MAIN STREET ]IMPROVEMENTS/RIVERSIDE PARK DATE: MARCH 1, 1999 The above listed individuals met on February 25, 1999, to discuss the 25% design plans for improvement to Main Street from South Street to the Connecticut line. A number of questions and issues were raised regarding the plans and State Highway's response to the plans. The Police Department questions maintaining the"drop-off' area on the east side of the road. This appears to be one of the biggest problems with maintaining traffic flow. There were also questions with the proposed"coning" plan and State Highway's support for the same. In general, it was agreed that the Town should be involved in the further refinement of the improvement plans. We would recommend that the Town request that Agawam representatives be included in any future meetings that are held by the State Highway Department. 413 584 8194 0' ltg9 THU 14:54 FAX 413 5 194 MA HWY DIST #II � I�7j001 yy Argeo Pau!Cellucci 1 01018.0- Kevin J.Sullivan GovemoretecyComamwer To: ba—o-'Aj5 Fax: r rom: Richard A. Bauer District 02 Project Development Engineer 1 Date: -Z , 199s.? Re: PageS: [including this page] ! I NOTES: r' • T � s � E r f all pages are; ;tension 259 1 Dig, fax�i r a n s m Pla5sdcftsetts Highway Department•District 2 Oorth Kinq Street Northampton, MA 01060 - (413) 584-1611 02/11/99 THU 14:54 FAX 413 584 8194 MA HWY DIST #II Ia 002 .qA Frulaxim Argeo Paul Cellucci Jane swift Kevin,/ Sullivan MatthewJ.Amorello oovemor uievtanantGovemor secretary Commissioner February 8, 1999 SUBJECT: Agawam-Riverside Park J.-Trey S. Pechulis Vanasse Hangen Brustlin,Inc. 505 East Columbus Avenue Springfield,NIA 01105 r Dear Sir: i We hav review your recent jubmission of25%plans fox roadway improvements to Route � ti 159 in t�e area of Riverside lark. attached are comments from the Projects Section and the District Permits Engine1r. Additional traffic related comments as follows: Sheet 3 l � 4 -The right lane and pavement marking arrows and legends should begin immediately south of South Street. The s . bound edgaline should be a broken. white life to designate two lanes. An additional sign should be added new South S�eet stating that the right lane is for the park entrance. - What will the legend of the R3-8 E sign be at Station 177+00 Sheet 4 l a - What is pure se of dev oping a shot two lane section for northbound traffic between Station 93 and 19 1 . This will be confusing. - All painted islands rust have gore m gs. Udssachusetts Highway Department•District 2-North King Street, Northampton, MA 01060j•(413) 564-1611 02/11:99 THU 14:54 FAX 413 584 8194 MA HWY DIST #II f�Jo03 - Eliminate this sheet from the plans. The proposed cone placement will be in conflict with pavement markings. If revised lane assignments are required for exlt:44 traffic after work has been completed, a traffic management plan can be developed at a later date. Please address these comments and forward a 75%completion package for review. 4 Very truly yours, A 1 JOHN W. HOEY District Highway irector I AB/jao } C-RAB✓ i i { f i f 1 02/11/99 THU 14:54 FAX 413 584 8194 MA HWY DIST #II 9 004 THE COMMONWEALTH OF MASSACHUSETTS MASSACHUSETTS HIGHWAY DEPARTMENT INTEROFFICE MEMORANDUM TO: Richard A. Barber, District Project Development Engineer FROM: E. Ricker Smiley, District Projects Engineer ]ATE: February 5, 1999 4 I + ;'slaJECT: Agawa - Route 159, Main Street Riversid Park Mitigation These comments are on the 25% plans dated August 14,i 998. TYPICAL SECTIONS The sawcut location is shorn at the existinq edge of pavement; it should be one foot into the road and the widening drawn to the same lopation. Bituminous Concrete Furb Type 2 should be used rather than Type 3; reference shoLRd be made to Construction EcRandard Drawing !f-r-.2.0 for proper placement. i The top courie should be uniform across theiroad. a one inch top course should be placed art top of the 2 inch modified top surface in widening teas. We not hen: that$ne inch is less than the minimum thickness for top course and is all ed o as a mporary solution for one year. I J The proposed edg4of pavement will be very close to the layout line at 182+00 and 187+00 on ..I,e right. Separation is required between the curb and whatever is on the abutting property: A ►vioened state highway layout should be estoblished in these areas. t ne item list calls for 9 terminal end on the highway guard. This is n� longer }lowed. A buried .,r'. is acceptable assuming the posted speed is less than 80 km/h. Itern 358 for adjus4g gate boxes should be added to the item list. Item 187.3 Remo al and 01sposal of Drainage Structure Sediments should also bedded. A special provisi0 o be used is attached. ERS t + A A 42/11ia.► THU 14:55 FAX 413 584 8194 MA HWY DIST #II 005 THE COMMONWEALTH OF MASSACHUSETTS MASSACHUSETTS HIGHWAY DEPARTMENT INTEROFFICE CORRESPONDENCE T0: Richard A. Barber Vkv, r'~ District Project Development Engineer FUROUGH: Ken Wanar 0,-0,J District Maintenance'�i Engineer 4 �'� : Timothy Meyer K Di4t Permit Engineer i DATE: February 8, 1999 IkE: Riverside*ark Agawam-Route 159 25%Plan Review ' I reviewed the Lbove captioned plans for permit concerns. i , pef-r ait issued for the construction ind erection of the pedestrian bridge was contingent upon ie construction of highway ''Improvements, This guaranteed us some lever re for assuri�g the highway improvements woud be realized. The two projects (pe estrian ge and highway mprovements) should be done under separate peiits. As with 1 pr=Ids. signs, either private car public, the driveways should be designed to conform with permit For this project some of the drives eoWd be eliminated or possibly consolidated? 1 � Tli;- standards call for not more than twb drives for any one prop unless t$re is a clear -i cssity for more. In this case,there appears to be a necessity f&more than two drives, j 1 counted a total of five accesses on tie easterly side of the 'ghway. 11 ff � z he drives between Station and 184f can possibly be co lidated or eliminated by wining access from the Park Drop-Off/Pick-Vp access. o The Park Drop-Off/Pick-Up Access/Western Parking Access Drive( tation 185+54) should be aligned with each other. ' the South Park Access Road Exit (Station 197t) shows an ingress Lane. This access shoulo be redesigne4 to act as an exit only l 0 i � + 1HU 14:55 FAX 413 584 8194 MA HWY DIST #II 006 All accesses should be clearly signed to avoid any confusion as to what they are. This signing should be located within private properly our sign policy does not allow it within the layout. The drives on the westerly side of the highway should also be brought into conformance with Department standards, as necessary. The proponent should apply for a new permit, in order to separate these highway improvements a:roin the pedestrian bridge work. :1 41.,ally, it appears this design did not consider the proposed Veterans Cemetery access scheduled be corzstructed just northerly of the River Road intersection. ' f !I f 4 I i i r l 1 i � 1 F - l 1 I 1 1 Vanasse Hangen Brustfin, Inc. Transportation Land Development Environmental Services VM505 East Columbus Avenue Springfield,Massachusetts 01105 413 747-7113 FAX 413 747-0916 Transmittal To: Pam Kerr Date: February 11, 1999 Project No.: 06229 From: Jeff Pechuhs Re: Riverside Park-Roadway Improvements to Main Street(Route 159) Please find enclosed a copy of the preliminary (25%Design)plans for the subject project,as requested. \\Maspr\Projech\06229\does\letters\Pam Kerr 1 ' 1 1 C D 4 J,GE coo , LOG _LOW� C6 , C DOCUMENT # PAGE# l - 1 AGAWAM THE COMMONWEAL TH OF' MA SSA CRUSE T TS MAIN STREET - ROUTE 159 TITLE & INDEX SHEET SHEET 1 OF 7 PREMIER PARKS INCORPORATED MAIN STREET = ROUTE 159 IN THE TOWN OF AGAWAM HAMPDEN COUNTY INDEX THE 1988 IASSACHUSETTS HIGHWAY DEPARTMENT N SPECIFICAl DNS, THE SUPPLEMENTAL SPECIFICATIONS 1 . TITLE & INDEX SHEET AMBER 30,1994 THE 1977 CONSTRUCTION DATED NO' > LJ 2. LEGEND & GENERAL NOTES STANDARD , THE 1988 "MANUAL ON UNIFORM <_j z 3. TYPICAL SECTION DETAILS & PAVEMENT NOTES TRAFFIC C NTROL DEVICES FOR STREETS AND < AGAWAM- 0 cf) / r HIGHWAYS" THE 1990 "STANDARD DRAWINGS 4. GENERAL PLAN FOR 'SIGNS AND SUPPORTS THE 1968 STANDARD 0 ff 5-6. SIGNING & STRIPING PLAN OR TRAFFIC SIGNALS AND HIGHWAY DRAv�,',NGS Ir F- a� 7. TRAFFIC MANAGEMENT PLAN LIGHTING,ING, ND THE AMERICAN STANDARD FOR NURSERY TOCK (ANSI Z60.1 -1990) WILL GOVERN. -j- ROIECT so. LO < ' ON " .. ... N A LO ME F-: 717' 0 Ld LLI D C) w —SOUTH— < 0 :7) V) 0 Z 0 U C) j p� L --jj LOCATION MAP 0 2000 4000 SCALE IN FEET NO. REVISIONS DATE 100% SUBMISSION ENGINEER DATE . inasse Hangen Brustlin, Inc. E gineers, Planners and Scientists 5t 5 East Columbus Avenue Springfield, MA 01105 413 747-7113*FAX 413 747-0916 DESIGNED BY KBL APPROVED BY JJB SHEET OF 1 7 DRAWN BY KBIL DFTG CHECKED BY JFC VHB CAD FILE NAME 6229TITL CHECKED BY JFC DATE JOR N 0. 2-10- gq C11 r11 n?q \\MASf-1R\1PR0JLCJS\062. -\CA[)\\ IIE\75— I00 J-1ERC "I ` Y|�YY , P / AGAWAM MAIN STREET — ROUTE 159 CONSTRUCTION PLAN SHEET 4 OF 5 MAIN STREET (ROUTE 159) PROP. COLD PLANE & OVERLAY --- - PROP. COLD PLANE z a � �. - - _. 1— — — a & OVERLAY o= R3-7L SHLO R3 7L._ �� - = - '�' �' ID AE �y' --- - - 4 4' C AY �r d)Y 2! i2-RCP '' a CLAY _ 7 . 'Yfi i rW�--�L... ��. [PEE rc' $lPCH a ---- - - , -- �q a a SWEL H3�dM.a — 1 Q 12' SW 1 g'2 10 BWLL Irl IF 184+00 182+00 183+00 184+0 Y L 18.5+00 1 6+00 100 -SWLL 187+00 188+00 189-{-00 1 90+Uu 191 +00 Z -- 1 -- - �- -i- 1' - ---�-- --r - -4 o -QB - -1 100 - WLC- Y _ m w CB PROP. SAWCUT CIT CB sWEL Z 10LF-12 RCP 12 TO DPAH W -- -- -- - - -- - -- - - -- _ "�0 DMH 240'--SWLL 23 - 4' " ' UV) '� C CI Z 11 Y11 L c . �--- — - — — - - - - Tr;l END PROPBEGIN PROP. G.R. -_ M { 3 - I CB£f-- -- R3- - _ - - CONC. CURBPROP. FULL DEPTH PVM'T EMOD. SMH 1 END PROP. G.R. R&R FENCE PROP. FULL PROP. F&C FULL DEPTH 1�VM'T U.P. TO BE RELOC. (TYP.) REMOD. 5MH + DEPTH PVM'T - ! I (5 LOCATIONS) PROP. F&C T- L MIT OF WO R BEGIN PROP. BIT. END PROP. BIT. CONC. CURB & CONC. CURB & FULL DEPTH PVM'T FULL DEPTH PVM'T I _ _ - _- -- - _- - _ 12 ;2� t 1 � A w P44 � o . � MAIN STREET (ROUTE 159 ROLI ✓}E HEML CkS , r � . _ ,� �� `� - � � _ �� _---� \ � �� —�.�iE.__—�E---.'�—a,—_-�—� 3`��. -ter-- --3< =F—_ o -_ ..>. _ � :. _� � � � �,�� —�- a ,� V ' �I ' v,\ . . hi PROP. COLD PLANE & OVERLAY W4-2L� ra rREe� -- — SWEL SWEL ' 193+00 194+00 BWLL 195+00 11 196+00 197+00 DYCL 11 201 +00 „+ - I ' 12U3400 DYCL 204+00 DYCL 205+C;0 16.5' LLjz o --�--- --\—._ --}__ — 11'__ -�----- - __�--� +___ ,?` �WLL-- -+-�-- -- - ---- ----�--♦ ..---- -1` � � 11'+ 1► - �- —r _1-- .3!' z o d 11' SWEL 11' i 1' 100 -SWLL 16.5' m - - -- f. O R3-7L IsR3-7L R3-7L I -- � _ TRIP{ L, rCN, ❑F- Ii& ,C _ - '• t' i2 7 EF f — f t.i"4�4 - �_ r LIMI r OF WORK STA 207+05 \ _- 16°5' ��o6+r?rf_.___.._-- .- 20 +0fa 12' ' �<<MoF Hwr 12' -- 1 o Q 16.5' 3 g Vanasse Hangen Brustlin, Inc. MEET EXIST. 7 } Transportation, Land Development, VM - PVM'T MARKINGS Environmental Services L 101 Walnut Street P.O. Box 9151 Watertown. MA 02272 617 924 1770 6 Fox 617 924 2286 i DESIGNED BY DATE --- KBL 1/22/99 257. DESIGN DRAWN BY SCALE - f KAF N.T.S. CHECKED BY SHEET OF JOB NO, JFC 4 OF 5 06229 AGAWAM MAIN STREET - ROUTE 159 EVENT TRAFFIC MANAGEMENT PLAN SHEET 5 OF 5 LIMITS OF TEMPORARY LANE ASSIGNMENTS w R � w o u V O Y Li Qf a MAIN STREET - ROUTE 159 a o > o C/) < � a w a o c� Z Lu (n Q U Y > U Lc r d� �. Q a� CL � P {n z Cn ui SCHEMATIC PLAN z - -- .� 6PM 12 AM LANE ASSIGNMENTS TRAVEL LANE - - - - ^ - TRAVEL LANE PROPOSED CONES-- - TRAVEL LANE 4*00 z w Y GENERAL NOTES Z 11) cn � U U a 1. EXISTING PAVEMENT WIDTH VARIES FROM 37' TO 39' 11 AM - 4 PM 6 PM -- 12 AM LANE ASSIGNMENTS LAN E ASSIGNMENTS EXIST. EDGE OF PAVEMENT 3 EXIST. EDGE OF PAVEMENT -- 4" SOLID WHITE EDGELINE (SWEL) — 4" SOLID WHITE EDGELINE (SWEL) 4# - 12" �- LEGEND TRAVEL LANE TRAVEL LANE 12 4" DOUBLE YELLOW CENTERLINE (DYCL) - _r 4" DOUBLE YELLOW CENTERLINE (DYCL) 7 TRAFFIC CONE 1 1 O POLICE DETAIL ♦ter PROPOSED TRAFFIC FLOW ■�► 12' 12' TRAVEL LANE TEMPORARY TRAVEL LANE FOR RIVERSIDE PARK TRAFFIC 4"' SOLID WHITE EDGELINE (SWEL) 4"" SOLID WHITE EDGELINE (SWEL) PROPOSED CONES —" ' Vanasse Hangen Brustlin, Inc. 7'ra»„eportation. Landrx, Dpvelopraf, VARIES VARIES vm Fnvt.v-omrtmtal tierz,i.res 1O1 Wrr7mit Strut r'_O Box 915t Watert ovn, HA 02272 TEMPORARY TRAVEL LANE FOR 10 — 12 TEMPORARY TRAVEL LANE 10' — 12' 61; .�a4.r r776 6 Far Bl7 9z�r tizac RIVERSIDE PARK TRAFFIC SEE NOTE 1 SEE NOTE 1 DF'.srcNFD BY nt7•F EXIST. EDGE OF PAVEMENT — KBL 1/22/99 25% DESIGN EXIST. EDGE OF PAVEMENT � DRAWN B}' SCALE .,.....�_ — �. KAF N.T.S. CHF,r'KA'D BY IWIATT OF JOB NO. JFC 5 OF 5 06229 r i"_� � �s !�� f �'��h •9-'�� -=1.-=_�-.X`�' •!�7�� ._ n '� � ![ �•r i f�` fi r a �' �� '�s�f�! i✓i.r'r- � �y'�� gt 92. au AOL 541, + i' r/l `/j `�j�'� `.� j fir . 1•sti siae [ I �' S ,r,` �' - a r ��'� --• -...__.... -•--•_,__ _.__ -- r/r "�. �� i��'.•,� � 'Alk AL dw 890t Z [ �`` 9Q. X a ARssl S ; %ef, yyy,,,r..CCC��•��}}}.�{='�,.__�" f��' /� �f / ' X `� � ter. ,vlkK + .,�•^^`�.-•- � ��h7�6`�""'. w'��r�i�! � � i I•4 f!k` __.•-_..�-,��--.... ' _��. ,-. �..__� I �-S -.� _,. _ - -- ��J K}- -- _ .l -Y,•,_..i}` r" �+ O v _B ,J —N — x f¢' 1 I ki Iyt r Ct3 `r j� i ♦ ER" 5 — - REM —�_ 41wE � i' Q - U� TYPICA a r✓ t �-','�. - w�_-�_�.ty --- .1�0�; ,-f- ---SA -�..,� ARR �' rY� ALA f is AL ,`•• ``,`, ,�\ / f'`!. ,,f rY r;� `• r /, 00, R F.• .-^.- . a ...--+• �- • ,�r y �� ( f I 1 1 ,j � LJ' r , TY O { 1 / J ! L 4 it IF ess ou ~•, t �' _.�_. IV�" ✓f" l �, t 7 E € i ? 1 i 1 1' t f 1 � ,� _t l �y� �.. 1 ��`•...,.,.� /E � - � � I 1 � ��} 1 �� 1 � tt ; AL , 1: D 5TR1AN B r y k T ERS) AL 00 +y f t � '-,•� ... f 9V,� �" ...._ k- - — _ _ , r -'�.. rh ,._,_...� ,. � I ii� !y 3 I I� [ k - off+ th ��: � .'� i ,� �r � i/ � j � `�l ;�,:- ._ _ .�� , • r , '��,I __ tYi l''��'I� -�sk�� ;�� ,jk; � j i [; : �� t ^y i � ~#�� 1 w 1 p f , J R \�- � r � r•1V , i {, i,. t f � k ' rr / `' / ! ,+ I fE5 2 l f R 87.� - - ..` �Si•i: h � .fr I! t 1 is Y IiV !7 j�� sL4 1 �$ � '� 3r .:� -�.�"f � i - —777 lo Ou G] f �: �' y�f�r.�.Y•'� l � /� i _ - ' } ._ -� i f ! "/"� �� .� '' �J \ \I� � i! i ' f k u- a1 _ f - I j'Cr AL ! -rf out DMA S �• I O ; ER CONTROL DT ' s. - yei3 Le r tit" D 03. $9 ''s I CHECK 1)AM I EME f 1 r t<sc � a° ?e' , �� AtIp f � t'� (3r�"' � ��. ! ,y;,. � ...' � •5,r. `.ra..- w a.. �a {" �y� +'ERi�'r�[ .w--�......�. � '�J� �s�{ j ^�" ,.5 '! i� F'• Jf 4 r 1�:'ni� _._.! -.�_....�. ;`j }} I I �i STING [ [ k a14jo {' F 1 1 ' 40 I I a ! ag a r y x lt{gtw �:sae• 40AWO ! _ SOLE Ak A a'" GENERAL SYMBOLS AGAWAM MAIN STREET - ROUTE 159 EXISTING PROPOSED LEGEND AND GENERAL NOTES ❑ CB (OR G/, LBO ■ CB CATCH BASIN (OR GUTTER INLET, OR LEACHING BASIN) GENERAL NOTES SHEET 2 OF 7 m CBC/ (OR G/C/� ■CBCI (OR GICI) CATCH BASIN (OR GUTTER INLET) WITH CURB INLET CURB (OR BERM)—TYPE NOTED 1. THE EXISTING CONDITIONS SHOWN ON THE PLANS WERE COMPILED FROM 1999 GROUND SURVEY BY HERITAGE SURVEYS, INC. SUPPLEMENTED EDGE OF ROAD WITH BASE PLAN INFORMATION PROVIDED BY THE TOWN OF AGAWAM. OEHH •EHH ELECTRIC HANDHOLE (NUMBER AS NOTED) 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE OEMH •EMH ELECTRIC MANHOLE 17APPROXIMATE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT O TMH •TMH TELEPHONE MANHOLE it OWNER OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND IS O WMH •WMH WATER MANHOLE it RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE OSMH •SMH SEWER MANHOLE isANY AND ALL UNDERGROUND UTILITIES. •DMH •DMH DRAINAGE MANHOLE of3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY o GG • GG GAS GATE DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION o WG •WG WATER GATE FURNISHED TO THE ENGINEER FOR RESOLUTION OF THE CONFLICT. o CS •CS CURB STOP 4. THE CONTRACTOR SHALL ALTER THE MASONRY OF THE TOP SECTION OF ALL EXISTING DRAINAGE AND SEWER STRUCTURES AS NECESSARY FOR CHANGES IN GRADE, AND `6/Hyd `40/ HYDRANT RESET ALL DRAINAGE FRAMES, GRATES AND BOXES TO THE PROPOSED oFA • FIRE ALARM BOX FINISH SURFACE GRADE. REQUIRED NEW MASONRY SHALL BE CLAY BRICK CONFORMING TO M4.05.2. oPM •PM PARKING METER 5. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE ALTERATION AND LP STREET LIGHT ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE AND ANY OTHER PRIVATE UTILITIES -a UP UTILITY POLE BY THE UTILITY COMPANIES IF NECESSARY. -0 GUY -+ GUY POLE 6. EXISTING UTILITY AND LIGHT POLES WILL BE RELOCATED BY OTHERS. 12'RCPB D 68'-12"RCP DRAIN PIPE: (DOUBLE LINE 24" AND OVER) 7. TREES AND SHRUBS WITHIN THE LIMITS OF GRADING SHALL BE REMOVED ONLY 8"I/CP S S 27�'-8"VCP SEWER MAIN UPON APPROVAL OF THE ENGINEER. E E ELECTRIC DUCT is Is8. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE �. CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR 4 HP G G 8 GAS GAS MAIN ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. W12"DI WATER MAIN is " 9. THE TERM "PROPOSED" (PROP.) MEANS WORK TO BE CONSTRUCTED USING NEW T T TELEPHONE DUCT Is isMATERIALS OR, WHERE APPLICABLE, RE—USING EXISTING MATERIALS IDENTIFIED AS "REMOVE AND RESET". (R&R) ❑MB E MB MAIL BOX 10. JOINTS BETWEEN NEW BITUMINOUS CONCRETE ROADWAY PAVEMENT AND SAWCUT EXISTING PAVEMENT n n 0 HIGHWAY GUARD (TYPE NOTED) SHALL BE SEALED WITH HOT POURED RUBBERIZED ASPHALT SEALER AND BACKSANDED. x x —x-- — o— FENCE (SIZE AND TYPE NOTED) 11. ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL_ BE RETAINED, ❑MHB, SB, CB ■ MHB, SB, CB HIGHWAY/PROPERTY BOUND (TYPE NOTED) UNLESS INDICATED OTHERWISE ON THE DRAWINGS. LABEL/DATE LABEL/DATE CITY, TOWN, OR COUNTY LAYOUT 12. ALL 12" LATERAL DRAIN PIPES SHALL BE INSTALLED WITH A PITCH �.F .01 STATE HIGHWAY LAYOUT (S.H.L.O.) FOOT PER FOOT (MINIMUM) UNLESS NOTED OTHERWISE ON THE DRAW;NGS. EASEMENT LINE 13. ALL EXISTING STATE, COUNTY, CITY, AND TOWN LOCATION LINES ANC PRIVATE PROPERTY LINES HAVE BEEN ESTABLISHED FROM AVAILABLE INFORM,1.TION AN'-) I� PROPERTY LINE THEIR LOCATIONS ARE NOT GUARANTEED. NAME CITY TOWN OR COUNTY BOUNDARY .� , , 14. FIELD CHECK ALL DIMENSIONS, COORINATES AND ELEVATIONS BEFORE PROCEEDING NAME STATE BOUNDARY WITH NEW WORK. NOTIFY THE ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. 10N00' OD' OD'E BASE OR SURVEY LIME f 57.59 P.C. 70 NOO' 00, 00'E �r f57.59 00.00 CONSTRUCTION BASELINE JT\ WHEELCHAIR RAMP (;WCR) ABBREVIATIONS 0 • TREE (SIZE AND TYPE NOTED) UTILITIES GENERAL ElAPPROXIMATE COLD PLANING AREA CIT CHANGE IN TYPE PROP. PROPOSED N.I.C. NOT IN CONTRACT F&G FRAME AND GRATE MIN. MINIMUM N.T.S. NOT TO SCALE EXISTING SIGNAL LOCATION F&C FRAME AND COVER MAX. MAXIMUM TYP. TYPICAL RCP REINFORCED CONCRETE PIPE RET. RETAIN APPROX. APPROXIMATE V.C.P. VITRIFIED CLAY PIPE REM. REMOVE CIT CHANGE IN TYPE P.V.C. POLYVINYLCHLORIDE PIPE REMOD. REMODEL PSB PLANTABLE SOIL BORROW PAVEMENT MARKINGS AND SIGNING SYMBOLS ACCMP ASPHALT COATED CORRUGATED METAL PIPE ABAN. ABANDON FES FLARED END SECTION EXISTING PROPOSED C.I.P. CAST IRON PIPE ADJ. ADJUST BIT. CONC. BITUMINOUS CONCRETE PAVEMENT ARROW AND LEGEND D.I.P. DUCTILE IRON PIPE EXIST. EXISTING PVM'T PAVEMENT rR:; m4v HYD. HYDRANT R&R REMOVE AND RESET GRAN. GRANITE C.A.P. CORRUGATED ALUMINUM PIPE R&S REMOVE AND STACK VGC VERTICAL GRANITE CURB CW INV. INVERT ELEVATION FDN. FOUNDATION G.C. GRANITE CURB CROSSWALK, 2-12" WHITE LINES (WIDTH NOTED) SL P.W.W. PAVED WATER WAY ELEV. ELEVATION G.E. GRANITE EDGING STOP LINE, 12" WHITE LINE 4' BEHIND CW (TYP.) SWL SOLID WHITE LINE-4" U.P. UTILITY POLE BOS BOTTOM OF SLOPE C.C. CONCRETE CURB SYL SOLID YELLOW LINE-4" TSV & B TAPPING SLEEVE, VALVE AND BOX TOS TOP OF SLOPE B.B. BITUMINOUS BERM BWL BROKEN WHITE LINE-4" COND. CONDUIT CBCI CATCH BASIN CURB INLET B.C. BITUMINOUS CURB DMH DRAIN MANHOLE SHLO STATE HIGHWAY LAYOUT SWCHL SOLID WHITE CHANNIELIZING LINT;--SIZE AS NOTED G.R. GUARDRAIL RELOC. RELOCATED SYCHL SOLID YELLOW CHANINELIZING LINE—SIZE AS NOTED ALIGNMENT & GRADING BYL BROKEN YELLOW LINIE-4" PI POINT OF INTERSECTION DYL DOUBLE YELLOW LIME— 2-4" LINES PC POINT OF CURVE d SIGN AND POST PT POINT OF TANGENT + DELINEATOR PRC POINT OF REVERSE CURVE SWLL SOLID WHITE LANE LINE —4" PCC POINT OF COMPOUND CURVE BWLL BROKEN WHITE LANE LINE —4" ELEV. ELEVATION BYCL BROKEN YELLOW CENTERLINE —4" CC CENTER OF CURVE DYCL DOUBLE YELLOW CENTERLINE —4" PNT POINT SYBL SOLID YELLOW BARRIER LINE —4" STA. STATION SYEL SOLID YELLOW EDGE LINE —4" SWEL SOLID WHITE EDGE LINE —4" i I AGAWAM MAIN STREET - ROUTE 159 TYPICAL SECTION/DETAILS & PAVEMENT NOTES SHEET 3 OF 7 VARIES FROM 60' TO 67' PROP. ROADWAY WIDTH VARIES - 52' MAX i PAVEMENT NOTES J = I 3' SHOULDER 1 3 SHOULDER O PROPOSED FULL DEPTH PAVEMENT " 12" 11" 12` 11 ' 3" VARIES SURFACE: 5" CLASS I BITUMINOUS CONCRETE TYPE I-1 TRAVEL LANE TURN LANE TRAVEL LANE RIGHT TURN LEVEL (1" TOP COURSE MATERIAL OVER 2" MODIFIED TOP LANE COURSE MATERIAL OVER 2" BINDER COURSE MATERIAL}. BASE: 4" CLASS I BITUMINOUS CONCRETE TYPE I-1 BASE COURSE MATERIAL PLACED IN ONE COURSE. SUBBASE: 4" DENSE GRADED CRUSHED STONE OVER � 8"" GRAVEL BORROW (TYPE b). EXIST. EDGE PROPOSED FULL DEPT,: PAVEMENT LESS THAN 6 FT. WIDE OF PVM'T SURFACE: 3" CLASS I BITUMINOUS CONCRETE TYPE I--1 1' MIN. It PROP. STEEL BEAM 1"" TOP COURSE MATERIAL OVER 2'" MODIFIED TOP SAWCUT 0 -� HIGHWAY GUARD COURSE MATERIAL). VARIES VARIES BASE: 6" HIGH EARLY STRENGTH CEMENT CONCRETE BASE COURSE. SUBBASE: 4" DENSE GRADED CRUSHED STONE OVER 4' Y6 �_sRIMEET EXIST. 8" GRAVEL BORROW (TYPE b). EXIST. CURB MATCPVM'T CROSSHEXIST. ��MqX) PROPOSED PAVEMEN' OVERLAY PROP. COLD PLANING & SLOPE -- t "PVM'T OVERLAY SURFACE: 1" CLASS I BITUMINOUS CONCRETE TYPE 1-1 PROP. FULL PROP. 4 LOAM TOP COURSE MATERIAL. DEPTH PVM'T PROP. BIT. CONC. & SEED (TYP) CURB (TYPE-2) (CONST. STD. 106.2.0) LEVELING VARIABLE DEPTH CLASS I BITUMINOUS CONCRETE COURSE: TYPE �--1, TOP COURSE MATERIAL. MAIN STREET -- ROUTE 159 BITUMEN FOR TACK COAT (RS-1) AT 0.05 GAL/SY @ WESTERN PARKING ACCESS DRIVE OVER -XISTING COLD PLANED PAVEMENT. N . T. S. COLD PLANE 1" MIN DEPTH PROPOSED BITUMINOUS CONCRETE DRIVE SURFACE: 4" CLASS I BITUMINOUS CONCRETE TYPE I-1 , FOUNDATION: 8" GRAVEL BASE COURSE I SURFACE w TREATMENT ? Ii1li- 1 =; 5 (VARIES) 5-0" (MIN.) 3"-0" EDGE OF SUITABLE BACKFILL PROP. ROADWAY PROP. BIT. CONC. PROP. BIT. CONC. x PAVEMENT CURB (TYPE-2) CURB (TYPE-2) Q (CONST. STD. 106.2.0) (CONST. STD. 106.2.0) i Q REVEAL 3' LEVEL 3' LEVEL i � � GUTTER LINE GU{TER LINE ------ ----------- ----------------- --------------- ° GRAVEL BORROW,TYPE C 12' TOP COURSE 4`" LOAM-& SEED-- TOP COURSE 4'" LOAM & SEED MATCH EXIST. PVM'T MATCH EXIST. PVM'T ° I GRAVEL BORROW,TYPE C- CROSS SLOPE — CROSS SLOPE --� WATER AND DRAIN PIPES, BINDER COURSE HIGH EARLY STRENGTH CRUSHED STONE-M2.01.4- fi" MIN. SEWER PIPES BASE COURSE 6"" CONC. BASE COURSE 6" I o PROP. BIT. MEET EXIST. CRUSHED STONE COURSE CRUSHED STONE COURSE CONC. DRIVE DRIVE SURFACE D + 3"-0'" BOTTOM OF TRENCH GRAVEL BASE COURSE PROP. FULL DEPTH PVM'T GRAVEL BASE COURSE PROP. FULL DEPTH PVM'T 0 0 09M11( I BIT. CONC. DRIVE TYPE- I BITUMINOUS CONCRETE CURB ROADWAY WIDENING LESS TRENCH DETAIL TYPE - 2 THAN 6 FEET j SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE 5-STD. S-STD. l H-STD. H72 H-STD. H21 I i \\MA I-\11 UJ I 'I) �.� i �I `_, ! U�, _i .�. �_. \ \ wx(Zoo\ mor` /crrn\ r^n\ rc\ -7= ,nn ncnp\ : AGAWAM MAIN STREET - ROUTE 159 SIGNING & STRIPING PLANS SHEET 5 OF 7 Z 5 � MEET EXIST. \ PVM'T MARKINGS \ p - 43 _ APPROX. RIGHT OE WAY MAIN STREET (ROUTE 159) RIGHT OF W1,Y_.-.... �a' rRee _ - LIMIT OF WORK �� IB TR_E I a, fl' 7REE - `s" S7 P PROP. C LD PLAN & OVERLAY PRO COLD PANE & OVERLAY LIM T 0 WORK j� -- _ • ST 154+00 ,.�- - - ' -------------- _ f 12.5' 154+00 155+00 15' 156+00 pYC 15' 157+00 �� s ; 158+00 159+00 160+OC 12' 161+00 DYCL 162+00 163+00 164+00 +83165+00 - +09 +04 66+pp R=?355' 12.5' 12' 12' 1 12' 8 MEET EXIST. _- _ 10' 10' 10' 10' MIN. (VARIES) SWEL P VM'T M A R K I N G S 120' .--- =- ---+ -__ _-,,— --- _ � -- .. _.._- ----- $' TREE _—_ 8. 7RE �MAILBOk Ic'• 71✓_—_ _u �. ... .._ _ _. .._. -- ----�- -- — — _.._. ___ ..._----- _ __ -.-.W._-.-_.._ ___. ---- ---- - --- {a r�F -" `'+ ri.� IQ,Ptt- _'-- -.. , ,�, �� N TRECS ! 3Q. TREE �'" 2e• TRF�' _- 7` -'S' TREE � 1 Vie• 7 E � '-- w C ' FUTURE VETERANS' MEMORIAL CEMETARY ENTRANCE / EXIT 40 0 40 80 ~ o <� SCALE IN FEET o m t \A 1 \ N. S 4 � Z �- j z 0 O m U Q PROP. COLA PLANE & OVERLAY _ - -= 167+00 - P• C O._L_-.D_--PLANE OVERLAY - - —55* RC - 1 168+00+10 8+00 R�1600' 00 17 169+00 - �--- MAIN STREET ROUTE 159 +°°-�--__ - ---- __-_ - - SWEL -- 24' TREE _-�.- ^~~ er r 17 171+00 "—�_ � - _—._ ____- -_ —.--- --- -- 175+00 wLL - --� 3-8� Z (n TREE �� 72+00 > - l- • ' r t'"� '1MI7 CF WAR-____ -� R-1095' 173+00 12 174+00 w 3Q' TREE cn _- I ~- 12 f ! `� r y r -~N �� O V) � - o - - - - . TRrE PROP. Sirs, .`-BY-.__.-_ _y 10 MIN. (VARIES) GN � y OTHERS---- __ _ - --- tv 40 0 40 80 \ \ SCALE IN FEET _._.._�. ,,.. ._.. _.._..... . .. ___.__..._.._.....w ....... -_-____ _-..._... . ._..,..._._._- -•- -----------• \\MASPR\PROJECTS\06229\''AD\TE\75-100-PERC\6229SSP.DWG , AGAWAM MAIN STREET — ROUTE 159 SIGNING & STRIPING ' PLANS (� SHEET 6 OF 7 z o A I I Q, MAIN STREET (ROUTE 159) � PROP. COLD PLANE & OVERLAY t A � R" TREE Yam- � S E H J 'i R 3 7 L « TREE 12` AkRCH ---- `+Y °,�� ------------ .Y . J -. - -_.--- -- — i? _ 2T 12� SWEL SWE 192+00 BWLL 180+00 R=160 181+00 +4 182+00 183+00 +63 184+00 YLL +68 185+00 186+00 310 -SWLL 187+00 188+00 189+00 +20 _ 190+00 191+00 Y SWL 0111 14 R 40 }- - R=150 - + 8 --= 100 -- +65 R=1 O R=400 +68 +10 " YCHL ® 3. 1 8' O.C. _.__-- ------- -I_-.. . sm.. K m_ ... ---... `--- -_ ---- ------ lr 240' SWLL 23' SWEL R3-7R R3-7L R3-8e R3-7R t �� ; 1 � Z _. —_ -- _—_ - — — Z O 0 F —— — ---— —_ -_—- U W z w r��. a l U m 0 NOTE. 'EMIT of wo \ SEE GENERAL PLAN FOR LIMITS OF ROADWAY WIDENING [4\\ 40 0 40 80 X�3 !� SCALE IN FEET A W z � � mow � MAIN STREET (ROUTE 159//`■■` t �4 4Z \ 7 PROP. COLD PLANE & OVERLAY w o RO OF i CKS � � • r ,\` . � � :!" _ RtP E 3 Ptvi - c -�_ ' . 4 1 7R _ - —_ \ _ n �--7r -t_--.f=-'�--�EY�3E —�c—'1E-- 3�--�E-- — r -3F 3�— --__— T�_T- — �� j IR -7LY --------- --------__ -_=�- _ --- - _ -_-- - - -_ -_ - -- _ - - --------- ----- _-_ -- ------- ...--- ----_ ^' ._..- _- ----='----LIMIT OF _ W4RK-- y_- ----- - -_f - --- _ --- 0 R 3-7L ,�• 1�� 3 .�---_ _+41 3—- __- -- -- 3 193+00 _ 194+00 SWEL BWLL \/__195+00 11' 196+00 197+00 R�4pQ' +73 DYCL SWEL 11 201+00 11' Y 204+00 DYCL 205+00 16.5' NIP _ _ +8 +41 +42 11' +41 R=400 + SWEL _� 11 8" SYCHL C� 3: 1 SR 0 C. R=400' +07 +71 11, 100 -SWLL +7 SYCHL ® 3:RSWFL 1 8' O.C. 6.5 R3-7L _T - M R3 7L MAIL ES R3 7L `Y + { Zit- - ----- — — - - - I - - --- -- - ----_ TRSPIE 6' BIRCH r s w PROP. COLD PLANE & OVERLAY la oc- �NI_LrKs ��` Reir '�----' — W Z r- \ 1 ` � - — 0 LJ vCF \ \� TRAFFIC SIGN SUMMARY ,\ � IDENTIFI- SIZE OF SIGN TEXT DIMENSIONS (INCHES) NUMBER COLOR POST SIZE UNIT AREA IN kvy ` \ CATION OF AND TEXT SIGNS NUMBER AREA SQUARE NUMBER WIDTH HEIGHT LETTER VERTICAL ARROW REQUIRED BACK- LEGEND BORDER REQUIRED (S.F.) FEET -- - -_ _ � � �I WORK-.--. _.-___.----- HEIGHT SPACING RTE. MKR. GROUND _- STA. 207+05__ SEE 1988 MANUAL ON UNIFORM TRAFFIC REEL 40 0 40 80 CONTROL DEVICES FOR STREETS AND HIGHWAYS. 8 P5-8 6.25 50 _�- -- ___1�---______- .$,____ R3-7L 3O" 30" SEE MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD. WHITE BLACK BLACK - SCALE IN FEET 16.5' 206+00""__-- - W 207+00 12' � > i w �t_�f;�}� fps ,W r 12 R3-7R 30" 30" 2 WHITE BLACK BLACK P5-2 6.25 12.5 o co +65 — -- c� Q 16.5' , - 8 _ ) MEET EXIST, R3-8e 3 " 2 RED' P5-2 7.5 15 I- - _--- PVM T MARKIN3S -V fi 30 WHITE BLACK BLACK _._._ —_- ------ .._ ?- l�Y t r i I AGAWAM w MAIN STREET - ROUTE 159 Z z TRAFFIC MANAGEMENT PLAN W20-1 a '� W SHEET 7 OF 7 � Q O L 'p0 y G20-2a 0 qp o 0 W20-1 b �fi `SOO. � LIMIT OF WORK W20-1 = LIMIT OF WORK LIMIT OF WORK �} G20-2a MAIN STREET — ROUTE 159 N 1000' 500' LIMIT OF WORK 0( W20—lb W20-1 0 500" � W20-1b ADVANCE SIGN SCHEMATIC W20-1a � a � N.T.S. ��— 1000' W20-1b ALL ADVANCE SIGNS TO BE IN PLACE FOR Ib G20-2a G20-2a -i THE DURATION OF THE PROJECT. 0 C 0 a cn o � Fri GENERAL NOTES 1. ALL CONSTRUCTION SIGNING, DRUMS, BARRICADES AND OTHER DEVICES SHALL LEGEND ! W20-1a CONFORM WITH THE 1988 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.�.�.T.C.D.) AS AMENDED. 2. ALL DRUMS NOT OTHERWISE SPECIFIED SHALL BE EQUIPPED WITH TYPE "C"—STEADY 28" MIN. CONES BURN WARNING LIGHTS. ALL DRUMS SHALL BE SET ® 20' O.C. MAX. UN -SS OTHERWISE NOTED OR ADJUSTED BY THE ENGINEER. � DRUM TYPE "C" WITH LIGHT O 3. TEMPORARY SIGNS ALA._ DRUMS SHALL BE APPROXIMATELY PLACED AND MOVED AS NECESSARY 'DRUM TYPE "'A"" WITH FLASHER TO MAINTAIN ADEQUATE ABUTTER ACCESS AT ALL TIMES. WORK MAY REQUIRE ADDITIONAL SIGNS, DRUMS AND OTHER TRAFFIC O POLICE DETAIL OFFICER SIGN DESIGNATION LEGEND HEIGHT WIDTH CONTROL DEVICES, GRADING AND TEMPORARY PAVEMENT FOR PASSAGE OF PEDESTRIAN, VEHICULAR AND EMERGENCY TRAFFIC THROUGH THE WORK AREAS, W20-1 ROAD WORK AHEAD 48" 48" AL CONSTRUCTION SIGN BOTH DURING AND AFTER WORKING HOURS, TO MAINTAIN SUCH ACCESS. W20-1 a ROAD WORK 1500 FT. 48" 48" W20—lb ROAD WORK 500 FT. 48 48" 4. THE CONTRACTOR SHALL NOTIFY EACH ABUTTOR AT LEAST 24 HOURS IN TYPE III BARRICADES G20-2a END ROAD WORK 24" 48" ADVANCE OF THE START OF ANY WORK THAT WILL REQUIRE THE W20-4 ONE LANE ROAD AHEAD 48" 48" TEMPORARY CLOSURE OF ACCESS, SUCH AS CONDUIT INSTALLATION, EXISTING W20-8 POLICE OFFICER AHEAD 36" 36" PA : :MENT EXCAVATION, TEMPORARY DRIVEWAY PAVEMENT PLACEMENT WORK AREA PUBLIC ACCESS RESTRICTED W5-1 ROAD NARROWS 36" 36" ANC SIMILAR OPERATIONS. I W13-1 ADVISORY SPEED PLATE 24" 24" 5, A � NIMUM OF ONE LANE OF TRAFFIC 1N EACH DIRECTION ON PROPOSED TRAFFIC FLOW TW( WAY STREETS SHALL BE MAINTAINED AT ALL TIMES, W1-4R 30" .30" EX(,�PT THAT DURING WORKING HOURS, TRAFFIC MAY BE REDUCED < > TO ONE LANE UNDER POLICE CONTROL FOR SHORT TIME PERIODS ' SPECIAL LIGHTING UNIT (SLU) WHf. A REQUIRED FOR THE WORK, AS SHOWN. W1-4L 30" 30" 6. GRF )E SEPARATIONS IN EXCESS OF 2"' DURING NON—WORKING HOURS N.T.S. NOT TO SCALE WIL REQUIRE DELINEATION BY USE OF DRUMS. 7. 11' MINIMUM LANE WIDTHS SHALL BE MAINTAINED AT ALL TIMES. 8. NON—ESSENTIAL TEMPORARY CONSTRUCTION TRAFFIC CONTROL DEVICES SHALL BE COVERED OR REMOVED DURING NON—WORKING HOURS. 9. ADVISORY SPEED PLATES (W13-1) SHALL BE USED IF APPROPRIATE AND AS DIRECTED BY THE ENGINEER. 10. ALL EQUIPMENT AND MATERIALS SHALL BE REMOVED FROM THE ROADWAY AT THE * WS2 L=TAPER LENGTH ENS OF EACH WORK DAY. L= 60 W=WIDTH OF ROADWAY TO BE SHIFTED OR REDIRECTED S=POSTED SPEED LIMIT W20-8 s W20-4 s � DRUM ~ ® — DRUMS @ 20' O.C. ♦� 11 MIN. ®— DRUMS @ 20' O.C. C� DRUMS ® 25' O.C. -1i � W20-4 W20-8 "NOME/z WORK AREA 2'f TRAVEL WAY TEMPORARY SOIL 250' 250' 50'-100' 100' WORK AREA VARIES 150' 250' 250' SLOPE 4:1 MIN. 4" OR GREATER EXCAVATION TYPICAL TWO WAY STREET LANE CLOSURE N.T.S. i ROADWAY SLOPE PROTECTION N.T.S. W13-1 9- W1-4R s-W5-1 28"' MIN. CONES 22' MIN. 28"' MIN. CONES 4__ 28" MIN. CONES �� ® 20' O.C. ~ — — J - - � DRUMS ® 20' O.C.� � �"_ - -"" — - - — -- —► DRUMS ® 15' O.C. ,* �SLU f-DRUMS ® 25' O.C. �► -9 W5-1 W1-4L W13--1 250' 250' L* 100' WORK AREA 100' L* 250' 250' TYPICAL TWO WAY STREET LANE SHIFT N.T.S. ,'`\fvA'.)Pk \FlP0JLCT'_\062)q\\C/,.'t 1F.�75 1U0_�'I_f?(;``•.6»'� I�wli'-h''ii; GENERAL SYMBOLS AGAWAM EXISTING PROPOSED MAINI STREET - ROUTE 159 1105 (0/? G/, LBO ■CB CATCH BASIN (OR GUTTER INLET, OR LEACHING BASIN) GENERAL NOTES LEGEND AND GENERAL NOTES r CL9a FOR G/C/� ■ CBCI (OR GICI) CATCH BASIN (OR GUTTER INLET) WITH CURB INLET SHEET 1 OF 5 CURB (OR BERM)—TYPE NOTED 1. THE EXISTING CONDITIONS SHOWN ON THE PLANS WERE COMPILED FROM 1999 GROUND SURVEY BY HERITAGE SURVEYS, INC. SUPPLEMENTED EDGE OF ROAD WITH BASE PLAN INFORMATION PROVIDED BY THE CITY OF AGAWAM. OZ`HH •EHH ELECTRIC HANDHOLE (NUMBER AS NOTED) 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE CEMH •EMH ELECTRIC MANHOLE IFAPPROXIMATE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE ji OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT O Tile/ •TMH TELEPHONE MANHOLE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND IS O d1/r19H •WMH WATER MANHOLE RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRE ERVE O StiiH •SMH SEWER MANHOLE ANY AND ALL UNDERGROUND UTILITIES. I 0,04�H •DMH DRAINAGE MANHOLE 3, WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED Wf_,RK, THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY I o G6 • GG GAS GATE DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION 0 ING •WG WATER GATE FURNISHED TO THE ENGINEER FOR RESOLUTION OF THE CONFLICT. 0 CS •CS CURB STOP 4. THE CONTRACTOR SHALL ALTER THE MASONRY OF THE TOP SECTION OF ALL EXISTING DRAINAGE AND SEWER STRUCTURES AS NECESSARY FOR CHANGES IN GRADE, AND HYDRANT RESET ALL DRAINAGE FRAMES, GRATES AND BOXES TO THE PROPOSED oF,-4 • FIRE ALARM BOX FINISH SURFACE GRADE. REQUIRED NEW MASONRY SHALL BE CLAY BRICK CONFORMING TO M4.05.2. 0P49 •PM PARKING METER I 5, THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE ALTERATION AND LP STREET LIGHT ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE AND ANY OTHER PRIVATE UTILITIES UTILITY POLE BY THE UTILITY COMPANIES IF NECESSARY. -06b,Y + GUY POLE 6, EXISTING UTILITY AND LIGHT POLES WILL BE RELOCATED BY OTHERS. 'FCPn D 68'-12"RCP DRAIN PIPE (DOUBLE LINE 24" AND OVER) 7. TREES AND SHRUBS WITHIN THE LIMITS OF GRADING SHALL BE REMOVFD ONLY 5lrp s S 270'-8"VCP SEWER MAIN to IFUPON APPROVAL OF THE ENGINEER. E E ELECTRIC DUCT " It8. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE 4'hf 8"GAS „ „ CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO IEIR i> G GAS MAIN ORIGINAL CONDITION AT THE CONTRACTORS EXPENSE. S'i :4 12"DI 6y" W WATER MAIN 9. THE TERM "PROPOSED" (PROP.) MEANS WORK TO BE CONSTRUCTED USING W T T TELEPHONE DUCT IFMATERIALS OR, WHERE APPLICABLE, RE-USING EXISTING MATERIALS IDE=NTIF1 AS "REMOVE AND RESET". (R&R) ❑ 4449 ■MB MAIL BOX 10. JOINTS BETWEEN NEW BITUMINOUS CONCRETE ROADWAY PAVEMENT AND SA UT EXISTING PAVEMENT HIGHWAY GUARD (TYPE NOTED) SHALL '_E SEALED WITH HOT POURED RUBBERIZED ASPHALT SEALER AND �CKSANDED. x x _x_ — o — FENCE (SIZE AND TYPE NOTED) 11. ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE "?ETAINED, ❑ I,�HB, S5, CO ■MHB, `SB, CB HIGHWAY/PROPERTY BOUND (TYPE NOTED) UNLESS INDICATED OTHERWISE ON THE DRAWINGS. LABEL/DATE LABEL/DATE CITY, TOWN, OR COUNTY LAYOUT 12. ALL 12" LATERAL DRAIN PIPES SHALL BE INSTALLED WITH A PITCH OF .01 STATE HIGHWAY LAYOUT (S.H.L.O.) FOOT PER FOOT (MINIMUM) UNLESS NOTED OTHERWISE ON T"HE DRAWINGS. EASEMENT LINE 13. ALL EXI`_`TING STATE, COUNTY, CITY, AND TOWN LOCATION LINES AND �'RIVA { PROPERTY LINES HAVE BEEN ESTABLISHED FROM AVAILABLE INFORMATi.-)N i fE— PROPERTY LINE THEIR LOCATIONS ARE NOT GUARANTEED. NAME CITY, TOWN, OR COUNTY BOUNDARY 14, FIELD CHECK ALL DIMENSIONS, COORINATES AND ELEVATIONS BEFORE PROCI DING NAME STATE BOUNDARY WITH NEW WORK. NOTIFY THE ENGINEER OF ANY DISCREPANCIES IMMEDIATEL I n 70 NOO. 00' 00't �-" BASE OR 'SURVEY LINE -1 57.59 P.C. IO NOO' 00, 00'E CONSTRUCTION BASELINE f57.59 I WHEELCHAIR RAMP (WCR) ABBREVIATIONS • TREE (SIZE AND TYPE NOTED) UTILITIES GENERAL LjAPPROXIMATE COLD PLANING AREA CIT CHANGE IN TYPE PROP, PROPOSE[ N.I.C. NOT IN CONTRACT F&G FRAME AND GRATE MIN. MINIMUM N.T.S. NOT TO SCALE � S ` EXISTING SIGNAL LOCATION �. �' F&C FRAME AND COVER MAX. MAXIMUM TYP. TYPICAL ' RCP REINFORCED CONCRETE PIPE RET, RETAIN APPROX. APPROXIMATE V.C.P. VITRIFIED CLAY PIPE REM. REMOVE CIT CHANGE IN TYPE P.V.C. POLYVINYLCHLORIDE PIPE REMOD. REMODEL PSB PLANTABLE SOIL BORROW PAVEMENT MARKINGS AND SIGNING SYMBOLS ACCMP ASPHALT COATED CORRUGATED METAL PIPE ABAN. ABANDON FES FLARED END SECTION EXISTING PROPOSED C.I.P. CAST IRON PIPE ADJ. ADJUST BIT, CONC. BITUMINOUS CONCRETE �.:? PAVEMENT ARROW AND LEGEND D.I.P. DUCTILE IRON PIPE EXIT-T. EXISTING P� I T PAVEMENT HYD. HYDRANT R&F". REMOVE , D RESET GRAN. GRANITE C.A.P. CCRRUGATED ALUMINUM PIPE R&S REMOVE D STACK VC , VERTICAL GRANITE CURB CW INV. INVERT ELEVATION FDN. FOUNDATi J G. . GRANITE CURB CROSSWALK, 2-12" WHITE LINES (WIDTH NOTED) SL P.W.W. PAVED WATER WAY ELE v. ELEVATIO, G.E. GRANITE EDGING STOP LINE„ 12" WHITE LINE 4' BEHIND CW (TYP.) SWL SOLID WHITE LINE-4" U.P. UTILITY POLE BOS BOTTOM SLOPE C.C. CONCRETE CURB SYL SOLID YELLOW LINE-4" TSV & B TAPPING SLEEVE, VALVE AND BOX TOS TOP OF )PE B.B. BITUMINOUS BERM BWL BROKEN WHITE LINE-4" COND. CONDUIT CBCI CATCH B/ IN CURB INLET B.C. BITUMINOUS CURB DMH DRAIN MA SOLE SI 0 STATE HIGHWAY LAYOUT SWCHL SOLID WHITE CHANNELIZING LINE-SIZE AS NOTED SYCHL SOLID YELLOW CHANNELIZING LINE-SIZE AS NOTED ALIGNMENT do GRADING G.R. GUARDRAI RELOC. RELOCATED BYL BROKEN YELLOW LINE-4" PI POINT OF INTERSECTION DYL DOUBLE YELLOW LINE- 2-4" LINES PC POINT OF CURVE SIGN AND POST PT POINT OF TANGENT i * DELINEATOR PRC POINT OF REVERSE CURVE SWLL SOLID WHITE LANE LINE —4" PCC POINT OF COMPOUND CURVE Vanasse Hangen Brustlin, Inc. I BWLL BROKEN WHITE LANE LINE —4" ELEV. ELEVATION Fnviroomentn' Land Ercvirovi,naen,ta.t Sezuises BYCL BROKEN YELLOW CENTERLINE —4" CC CENTER OF CURVE Watertoown, MArOZ?-r?C1. ��.t DYCL DOUBLE YELLOW CENTERLINE —4" 6f7 924 1770 n Fax 517J c! P N T POINT DF,'CNrD BY PATE SYBL SOLID YELLOW BARRIER LINE —4" STA. STATION KBL 1/22/99 25% DESIGN SYEL SOLID YELLOW EDGE LINE —4 Ill AWAI BY SCALF KAF N.T.S. , SWEL SOLID WHITE EDGE LINE -4" C:llFCA'L'D P) Vilk"Fil 01' 1011 Nn JFC 1 OF 5 06229 AGAWAM MAIN STREET - ROUTE 159 TYPICAL SECTION AND PAVEMENT NOTES SHEET OF VARIES FROM 60' TO 67' PROP. ROADWAY WIDTH VARIES 52' MAX o U) 3 SHOULDER—,,, ,,--3' SHOULDER 0 12' 11' 12' 11' 3' VARIES TRAVEL LANE TURN LANE TRAVEL LANE RIGHT TURN LEVEL LANE EXISTING EDGE PAVEMENT NOTES OF PVM'T ---- --w.- /--PROP. BIT. CONIC. PROPOSED FULL DEPTH PAVEMENT CURB (TYPE-3) 1' MIN. SAWCUT SURFACE. 4" CLASS I BITUMINOUS CONCRETE TYPE 1-1 (2" MODIFIED TOP COURSE MATERIAL OVER 2- BINDER VARIES VARIES COURSE MATERIAL). Vl BASE: 4" CLASS I BITUMINOUS CONCRETE TYPE 1-1 BASE f V. COURSE MATERIAL PLACED IN ONE COURSE. ; 7 ll�lt MEET EXIST. s SUBBASE: 4" DENSE GRADED CRUSHED STONE OVER 8" GRAVEL BORROW (TYPE B). EXIST. CURB— MATCH EXIST. 4 PVM'T CROSS S3LOPE,----/ — PROP. COLD PLANING & PVM'T OVERLAY PROP. 4" LOAM PROP. FULL & SEED (TOP) _'ROPOSED FULL DEPTH PAVEMENT LESS THAN 6 FT. WIDE J, DEPTH PVM'T SURFACE: 2" CLASS I BITUMINOUS CONCRETE TYPE 1-1, MODIFIED TOP COURSE MATERIAL -E,ASE- 6" HIGH EARLY STRENGTH CEMENT CONCRETE BASE COURSE. --UBBASE: 4" DENSE GRADED CRUSHED STONE OVER 8" GRAVEL BORROW (TYPE B). MAIN STREET ROUTE 159 30POSEQ PAVEMENT OVERLAY @ WESTERN PARKING ACCESS DRIVE '-..JRFACE: 1" CLASS I BITUMINOUS CONCRETE TYPE 1-1 TOP COURSE MATERIAL. N.T.S. I _VELING VARIABLE DEPTH CLASS I BITUMINOUS CONCRETE ')URSE: TYPE 1-1, TOP COURSE MATERIAL (1 "MINIMUM). BITUMEN FOR TACK COAT (RS-1) AT 0.05 GAL/SY OVER EXISTING COLD PLANED PAVEMENT. COLD PLANE 1" MIN DEPTH PROPOSED BITUMINOUS CONCRETE DRIVE SURFACE- 4" CLASS I BITUMINOUS CONCRETE TYPE 1-1 (2" TOP COURSE MATERIAL OVER 2" BINDER COURSE MATERIAL). FOUNDATION: 8" GRAVEL BASE COURSE CUTTER LINE 3' LEVEL 4" LOAM & SEED 6 ------------- -------------------------- r TOP COURSE—\ BINDER COURSE BASE COURSE CRUSHED STONE COURSE PROP. FULL DEPTH PVM'T GRAVEL BASE COURSE BITUMINOUS CONCRETE CURB TYPE - 3 SCALE: NOT TO SCALE VmVanasse Hangen Brustlin, Inc. FrCIr'q)r)i t(Mion, Lood ()PvFJonj'rierjt, I }l V+ jlnutStr-et r O. 13o< 9151 W"Jte'tcwrf. MA O'�'-?72 C)17q2'4 1`70 - FAN 6.1, ()14 I,[ Br D1IF KBL 1/22/99 25% DESIGN A VVIj Al I KAF N.T.S. lFf,h E Ff D), -,hjFFI r:F If 113 rif JFC 2 OF 5 06229