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170 BOSTON STREET - ZONING (3) I. ----- 170 'BoS on ,_ _ - up'er Stop 'n' Shop i F• i - I • • l: • • I ��zb 95.J i 1 - �" b ftp ,..,C; �o� CCitp of *aIem, �ia�gac u�ett� ' � s Planning Aharb One Salem Oreen '/ p November 1, 2001 Mr. John C. Jeffers C/o Atty. George Atkins, III Ronan, Segal & Harrington 55 Federal Street Salem, MA 01970 Re: Amendment to the PUD Stop & Shop/John Jeffers Dear Arty. Atkins: On September 20, 2001, at a regularly scheduled Planning Board Meeting, the Board by a vote of six(6) in favor, none (0) opposed, voted to amend the Planned Unit Development(PUD) for the parcel located at 160 Boston Road/19 Howley Street, which contains a Stop & Shop, 2 residential structures and a commercial building. The amended decision was filed with the City Clerk's Office of the City of Salem on October 11, 2001,and contains the following amendments: • Condition#1, adds the following language,Amended Site Plan—entitled "Alternative Plan of Planned Unit Development Located in Salem, Mass", prepared for John C. Jeffers, by Eastern land Survey Assoc., dated August 20, 2001. • Condition#IA, the following language is added, "No exterior changes shall be made to the existing building located at 160 Boston Street. The architectural period and style of this building shall remain the same". Please record this letter with the Deed of property records in the Essex South Registry. If you have any questions please contact Don Cefalo, City of Salem Planning and Community Development Department at 978-745-9595 x31 1. Walter Power, 111 I Chairman -1 d-3Q JNJNNVd d h1ci�rJ rJf�ld ti�'f�l' Id �1S ml,, LZ -6 - f,1: .7 (;'�1 , c Cc: Deb Burkenshaw, Citv Clerk if 120 Washington Street, ""' &t. Salem, Massachusetts 01970 (978) 745-9595 ext. 311 Fax (978) 740-0404 Traffic Impact & Access Study Proposed Super Stop & Shop p Peabody and Salem, MA t Prepared for The Stop & Shop Companies, Inc. rdv Robert D. Vanasse & Associates, Inc. Transportation Engineers & Planners 10 New England Business Center Drive Suite 314 Andover, MA 01810-1066 r 1 TRAFFIC IMPACT AND ACCESS STUDY PROPOSED SUPER STOP & SHOP PEABODY AND SALEM, MASSACHUSETTS Prepared for: ' THE STOP & SHOP COMPANIES, INC. Boston, MA 02101 June 1993 Prepared by: Vanasse & Associates, Inc. Transportation Engineers & Planners 10 New England Business Center, Suite 314 Old River Road Andover, MA 01810 1 CONTENTS r EXECUTIVE SUMMARY.................................................................................................1 PurposeOf Study..................................................................................................1 ProjectDescription................................................................................................1 ExistingConditions.................................:.............................................................1 Projected Conditions..............................................................................................2 Capacity And Traffic Operations...........................................................................3 Non-Project-Related Mitigation.............................................................................3 Mitigation Related To Project................................................................................4 Conclusion............................................................................................................5 INTRODUCTION..............................................................................................................6 ProjectDescription................................................................................................6 EXISTING CONDITIONS.................................................................................................8 StudyArea............................................................................................................8 Geometrics............................................................................................................8 TrafficVolumes....................................................................................................13 Stopping Sight Distance.........................................................................................15 Existing Traffic Operations....................................................................................16 1 FUTURE CONDITIONS....................................................................................................17 Background Traffic Growth...................................................................................17 Site-Generated Traffic Volumes.............................................................................19 Trip Distribution And Assignment.........................................................................21 Future Traffic Volumes - Build Condition.............................................................22 TRAFFIC OPERATIONS ANALYSIS................................................................................24 Methodology.........................................................................................................24 AnalysisResults.....................................................................................................26 RECOMMENDATIONS AND CONCLUSION..................................................................31 Non-Project-Related Improvements - Existing Deficiencies....................................31 Mitigation Related To Project................................................................................33 Conclusion............................................................................................................35 1 EXECUTIVE SUMMARY r- ' PURPOSE OF STUDY This Traffic Impact and Access Study has been conducted to assess the traffic impact and to evaluate the access and egress requirements of the proposed Super Stop & Shop supermarket located in Salem and Peabody, Massachusetts. The report identifies the impact of traffic gen- erated by the proposed project and evaluates it with regard to capacity and roadway require- ments. The following provides a brief summary of the study findings. PROJECT DESCRIPTION ' The site is located on a parcel of land east of Howley Street, between Main Street and the North River Canal and on both sides of the city line between Peabody and Salem. At the city line, the primary roadways providing access to the site change names. Main Street in Peabody is designated as Boston Street in Salem, and Walnut Street in Peabody is known as Harmony Grove Road in Salem. As proposed, the site will consist of a 63,922 square foot (sf) Super Stop & Shop supermar- ket. The existing buildings and sheds on the site will be removed or relocated. Access to the site will be provided by means of two STOP-sign controlled driveways from Howley Street. Each driveway will provide one entering and one exiting lane. Parking on the site will be _ provided for 363 vehicles. EXISTING CONDITIONS_ �) Existing Traffic Volumes Traffic volumes for this study were obtained from manual and automatic traffic counts con- ducted in December of 1992 and January of 1993. These counts indicate that Main Street, west of Howley Street, carries approximately 26,300 vehicles per day (vpd), with approxi- mately 1,973 vehicles during the evening peak hour. On Saturday, Main Street carries traffic volumes of 21,850 vpd, with approximately, 1,913 vehicles during the midday peak hour. Further east, Boston Street carries approximately 23,500 vpd, with approximately 1,841 vehi- cles during the evening peak hour. On Saturday, Boston Street carries approximately 20,500 vpd, with approximately 1,768 vehicles during the Saturday midday peak hour. ' Walnut Street, west of Howley Street, carries approximately 9,950 vpd, with 850 vehicles dur- ing the evening peak hour, and approximately 7,500 vpd on Saturday, with approximately 740 vehicles during the midday peak hour. East of Howley Street, Harmony Grove Road ' carries approximately 6,400 vpd, with approximately 596 vehicles during the evening peak ' 084MSILW93 I hour. On Saturday, Harmony Grove Road carries approximately 4,750 vpd, with approxi- mately 547 vehicles during the Saturday midday peak hour. Howley Street in front of the site carries approximately 5,000 vpd, with approximately 382 vehicles during the evening peak hour. On a Saturday, Howley Street carries approximately 3,850 vpd, with approximately 373 vehicles during the midday peak hour. The predominant i flow of traffic on Howley Street is in the southbound direction. Vehicle Speeds Speed measurements were recorded along Howley Street in front of the site. Based on obser- vations made during off-peak hours, vehicle speeds along Howley Street, both northbound and southbound, were recorded between 16 and 32 miles per hour (mph), indicating compli- ance with the enforced speed limit of 30 mph. Stopping Sight Distance t Stopping sight distance (SSD) measurements were conducted at the locations of the proposed site driveways on Howley Street. These measurements were found to exceed minimum requirements, based on the observed speeds. Safe operation of the site driveway intersections can be expected. ' PROJECTED CONDITIONS No-Build Traffic Volumes A five-year planning horizon was selected to represent No-Build conditions. Although the development is expected to be completed prior to the 1998 design year, this methodology was used to provide a conservative analysts scenario. To represent future traffic volume conditions within the study area by the 1998 design year, existing traffic flows were adjusted to account for normal traffic growth as well as developments anticipated to be constructed by that time. Based on historical traffic volume information, an annual average growth rate of 1 percent per year was identified and applied to existing traffic volumes. Based on discus- sions with Peabody and Salem city officials, several projects and developable parcels were identified and included in the traffic projections. Site-Generated Traffic ' Traffic volumes expected to be generated by the proposed Super Stop & Shop Supermarket were determined by using the Fifth Edition of the Institute of Transportation Engineers (ITE) Trip Generation manual'. The ITE data was compared to empirical trip generation data from other Stop & Shop supermarkets. This comparison revealed that the ITE peak hour trip- generation rates are approximately 8 to 40 percent higher than the Stop & Shop empirical �. data for the respective weekday evening and Saturday midday peak hours. Vehicle trips generated for the site were determined using 75,482 sf of supermarket space. An 11,560 sf second level mezzanine is also proposed within the 75,482 sf. Mezzanines typi- cally include storage, mechanical rooms, office space, employee lounges, restrooms, locker rooms, and support area for employees and do not generate traffic. Applying the ITE trip-generation data to the site driveways, the proposed supermarket is expected to generate approximately 9,470 (4,735 in and 4,735 out) vehicle trips on a typical weekday. The supermarket would generate 781 vehicle trips (398 in and 383 out) during the weekday evening peak hour. On a typical Saturday, the supermarket is expected to generate 13,400 (6,700 in and 6,700 out) vehicle trips. The proposed supermarket would generate 1 'Trip Generation, Fifth Edition; institute of Transportation Engineers; Washington, DC; 1991. 08 fnSU/DW3 2 ■ approximately 1,157 vehicle trips (590 in and 567 out) during the Saturday midday peak hour. �r The directional distribution of the site-generated trips to and from the proposed supermarket was based on an analysis of available marketing data, existing travel patterns, population densities, and the location of other supermarkets to determine expected patterns of the new Stop & Shop traffic. Based on the expected patterns of the new Stop & Shop traffic, 34 percent will arrive from the west on Main Street, 41 percent from the east on Boston Street, 14 percent from the west on Walnut Street, and 11 percent from the east on Harmony Grove Road. Departure patterns are similar to arrival patterns; however, it is estimated that more traffic will use Harmony Grove Road rather than Boston Street when leaving the site (approximately 10 percent more and less, respectively). More traffic will use Harmony Grove Road returning to Salem because this route avoids the intersections on Boston Street, where vehicles turning left experience long delays. CAPACITY AND TRAFFIC OPERATIONS Intersection level-of-service (LOS) analysis for the future 1998 No-Build (without the pro- ject) and 1998 Build (with the project) conditions were performed to assess the impacts of the proposed project. The results of the analyses are summarized in the following paragraphs. Measures have also been identified to improve existing and future intersection deficiencies independent of the project, and to mitigate off-site project-related traffic impacts. NON-PROTECT-RELATED MITIGATION Independent of the proposed Super Stop & Shop Supermarket, capacity deficiencies either ' exist or are expected to exist based on the previous analysis at the following locations: Main Street at Washington Street • Main Street at Caller Street • Bridge Street and Flint Street Main Street at Washington Street The intersection of Main Street at Washington Street currently operates at LOS F during the weekday evening peak hour, and will continue to operate at LOS F with or without the pro- ject. Specifically, the westbound approach of Main Street currently operates at LOS E/F dur- ing the weekday evening peak hour due to the lack of a separate left-tum lane. The existing Main Street westbound approach consists of a shared left-tum and through lane, a through lane and an 8-foot wide parking lane. The current traffic signal allows an advance phase for this movement, however, the volume of left turns warrants a separate left-tum lane. Two improvement options were investigated, with progressively less impact on existing on- street parking. Under future conditions, assuming parking along Main Street eastbound was prohibited, a right-turn lane was added, and the signal timing and phasing modified, the inter- section would continue to operate at LOS F during the weekday evening peak hour with lower �i intersection delays. Intersection operations during the Saturday midday peak hour would improve to LOS D. The second improvement option consists of the prohibition of parking along both sides of Main Street and striping Main Street to consist of two lanes per direction, with an exclusive left-tum lane on the westbound approach. The signal timing and phasing would also have to be appropriately modified. With these measures, the intersection would continue to operate at LOS F during the weekday evening peak hour and LOS E during the Saturday midday peak hour, with lower intersection delays. 1 OWnS W93 3 Based on the above, prohibiting parking along Main Street eastbound and providing a sepa- rate right-tum lane provides the best option for intersection improvements. Main Street and Caller Street The critical movements at this unsignalized intersection, left and right turns from Caller Street, currently operate at LOS F during both the weekday evening and Saturday midday peak hours. A review of the average and 95th percentile queues (from the intersection of Main Street and Washington Street) revealed that this intersection is currently blocked for brief periods during the peak hours. For this reason, it is suggested that the city consider making Caller Street one-way in the northbound direction, or possibly restricting left-tum movements from Caller Street during the peak hours to help improve intersection operations. Bridee Street and Flint Street The critical movements at this unsignalized intersection currently operate at LOS E/F during the peak hours. Under future conditions these movements will continue to operate at LOS F. It is suggested that the existing signal system be upgraded to a two-phase, actuated signal. SIGNAL AHEAD warning signs should be appropriately placed on all approaches to the intersection. With this measure, the intersection is projected to operate at LOS C during the weekday evening peak hour and LOS B during the Saturday midday peak hour. The signifi- cant improvement in intersection operations is a result of the actuation of the existing flashing signal. MITIGATION RELATED TO PROJECT The following measures have been identified to mitigate the project's impacts and improve intersection operations. The project proponent is committed to working with both the city of Peabody and the city of Salem to implement these measures. Site Access The analysis shows that the shared left- and right-tum movements from the proposed site driveways on Howley Street will operate at LOS D or better during the peak hours. To ensure the efficient flow of exiting traffic from the proposed site, it is recommended that the drive- way approaches each consist of a single lane approach and be placed under STOP-sign con- trol. The proposed driveways will sufficiently accommodate traffic associated with the devel- opment of the site. _ ' Howley Street, between Main Street and Walnut Street should be reconstructed to a 36-foot wide continuous cross section within its 50-foot right-of-way. Five-foot wide sidewalks and 2-foot wide grass strips should be constructed along both sides of the road. In the vicinity of the railroad tracks, railroad crossing pavement markings should be installed. These measures are shown conceptually on the Conceptual Improvement Plan at the end of this report. Main Street Lowell Street Foster Street. and Central Street (Peabody Square) This intersection, under 1998 No-Build conditions, is projected to operate at LOS D during both the weekday evening and Saturday midday peak hours. Several approaches to the inter- section currently operate and will continue to operate at capacity. Approximately 14 percent of the new site trips are anticipated to utilize this intersection, and intersection operations would deteriorate slightly to LOS E. To mitigate this condition, it is suggested that the signal timing and phasing be modified. This will allow for better management of traffic flow and vehicle delays during the peak peri- ods. The advance for Lowell Street could be dropped during the peak periods, allowing more 1 MMSTL 693 4 . "green" time to be allotted to the remaining three phases. With this measure, this intersec- tion will operate at LOS D during both peak hours. Main Street and Howley Street The traffic generated by the proposed development will reduce the available reserve capacity of the Main Street and Howley Street intersection. The critical movements, left and right turns from Howley Street, currently operate at LOS F during the weekday evening and _ Saturday midday peak hours. This condition will be alleviated by constructing separate left- and right-tum lanes on Howley Street, by restriping Main Street east of Howley Street to pro- vide for two lanes, a through lane, and a shared through/right-tum lane, and by providing a three-phase, fully actuated traffic signal at this location. With these measures, intersection operations at this intersection will improve significantly. The intersection will operate at LOS D or better for the weekday evening and Saturday mid- day peak hours, due to the proposed restriping along Main Street, the widening of Howley Street, and the proposed traffic signal control. In addition to the traffic signal and roadway improvements, it is also recommended that pedestrian crosswalks and a pedestrian- actuated signal phase be provided at this intersection. Bridge Street Boston Street Proctor Street and Goodhue Street This intersection currently operates at LOS D during the weekday evening peak hour and LOS B during the Saturday midday peak hour. Under future No-Build and Build conditions, the intersection is projected to operate at LOS F during the weekday evening peak hour and LOS C during the Saturday midday peak hour. To improve intersection operations, it is rec- ommended that the existing signal system be upgraded from its current fixed time operation to a fully actuated system. With these measures, the intersection will continue to operate at LOS F during the evening peak hour, but the overall intersection delays will be reduced. During the Saturday midday peak hour, the intersection will operate at LOS C. Walnut Street and Howley Street iAt the intersection of Walnut and Howley streets, it is recommended that the Howley Street approach be widened to provide exclusive left- and right-tum lanes. Additionally, it is rec- ommended that vegetation within the right-of-way be cut back along the southwest comer of Howley Street, adjacent to the existing manufacturing plant. CONCLUSION Based on the findings of the study, under the 1998 Build condition, roadway and traffic con- trol improvements will be provided that will lessen the impact of the proposed Super Stop & Shop facility. The project will revitalize an area that is currently under utilized and in poor condition. Roadway improvements have been identified that will improve existing traffic flow. The improvements described above will provide improved operating conditions and levels of service, as well as maintain safe and efficient traffic flow through the study area. 084/M U10693 5 INTRODUCTION Vanasse & Associates, Inc. (VAI) has been retained to evaluate the traffic impacts of the pro- posed Super Stop & Shop supermarket to be located in Salem and Peabody, Massachusetts. Specific tasks included: Definition of existing traffic and roadway conditions in the site vicinity Determination of background traffic growth unrelated to the project Estimation of project-generated traffic • Evaluation of access and circulation alternatives • Recommendations regarding vehicular site access and circulation, as well as potential off-site improvements ' PROTECT DESCRIPTION ' The project proponent, The Stop & Shop Companies, proposes to develop the existing vacant 6.867± acre parcel of land east of Howley Street with a new Super Stop & Shop. The site is bisected by the Salem and Peabody city line and is bounded by Main Street (Peabody) and Boston Street (Salem) to the south, an active rail line and the North River Canal to the north, and abutting residential neighborhoods to the east. Figure 1 depicts the site location in rela- tion to the local roadway network. The project consists of the removal of the existing buildings and sheds on the site and the construction of a 63,922 square foot (sf) building containing: • 63,922 sf of Super Stop & Shop space (building footprint) • 11,560 sf of second level mezzanine space Included within the first floor footprint of the proposed Super Stop & Shop building will be a 413 sf bottle return area and meat and produce chests totaling 1,092 sf. The supermarket mezzanine area will be used for support services only. Approximately 363 parking spaces will be provided on site. It is expected that construction will begin in the Fall of 1993, with the new building ready for occupancy in the Spring of 1994. t oeamswussa 6 u , ST r trcon INTERCHA I"a�s` la24 r 22 ing n \. �.r H f•t \� // / a�Golf Course iv yg Boat` t p -`PA�es ' ,Ramp r " ,w% HI,HI, �l Coln rnwood I Golf r SITE p •r '�' a i 4 / - Park I �\\ 9°STp\ ' ) Ce t � � I e �. 1) 1 1 •A i h Ib�- ' uea Py \ u to _.. �` __ _ �� • r � 1 1 r � I D.- I — vivadn ie I v��J 1} 'l �l�l ' � /,' �� v 'Substa` �/ '• �, � � % l�• /4pl g it/��01��AAI - LJC � I/,�1;v. -� , < -�'• / I vs„�',..rB l s3 IN 0 1000 20 (' 1 -� 00 o� a<1A. C., v . I _ . a l 1 to Golf_Caurse Scale in Feet ('dv Figure 1 ' Site Location Map Vanasse & Associates, Inc. tTransportation Engineers & Planners ' Site Access and Egress Driveways Based on a review of the site characteristics, site requirements and an alternative access and egress evaluation, two full-access driveways off Howley Street are proposed to serve the site. Each driveway will provide one entering and one exiting lane, with the existing lanes to Howley Street under STOP-sign control. 1 oe<mswv 3 7 EXISTING CONDITIONS 1 STUDY AREA The traffic study area, as illustrated in Figure 2, includes the site driveway intersections with Howley Street, as well as the following intersections in Peabody and Salem: City of Salem Boston Street and Abom Street Boston Street, Bridge Street, Goodhue Street and Proctor Street • Boston Street, Essex Street, and Highland Avenue Harmony Grove Road, Grove Street, Mason Street, and Goodhue Street Bridge Street and Flint Street Essex Street and Flint Street ' City of Peabody Howley Street and Main Street • Howley Street and Walnut Street 1 Caller Street and Main Street Caller Street and Walnut Street • Washington Street and Main Street • Main Street, Central Street, Foster Street and Lowell Street Study area field inventories involving traffic counts were conducted in December 1992 and January 1993. Other data collected included roadway and intersection geometry, travel speeds, and stopping sight distance information. GF,OMETRICS Intersection geometry in the site vicinity was obtained from existing roadway plans obtained from the city public works departments and by study area inventory. 084/11 U)0693 8 1 LEGEND: / • TURNING MOVEMENT WALNUT COUNT LOCATION ti ST. U � AUTOMATIC TRAFFIC RECORDER COUNT LOCATION J� o yAR�ONY SALEM CO�F� 8 M RA1LR ono 1 111�qi '"9S 041 y l SITE 00�� oaOUN / Z PEABODY ' °OST�ti 71 ' Pg� 1 1 O 1lu �o s � t Not to Scale 1 rd V Figure 2 Study Area Vanasse & Associates, Inc. 1 Transportation Engineers & Planners CAD 084NET2 ' Roadways Main Street (Peabody) and Boston Street (Salem) In Peabody, to the Howley Street intersection, Main Street is a four-lane, 52- to 58-foot wide roadway. Between Howley Street and the Salem city line, it operates as a two-lane roadway. It serves as a primary collector roadway for local traffic. Land uses in the vicinity consists of a mix of retail, residential, and commercial uses. The pavement consists of bituminous con- crete pavement and is in good condition. Pavement markings in the downtown area of Peabody consist of a red, white, and blue centerline, and outside of the downtown area the markings consist of double yellow centerlines, dashed white lane lines, and white lines delin- eating parking spaces in the areas where metered parking is permitted. Metered parking is generally provided along both sides of Main Street. Cement concrete sidewalks exist along both sides of Main Street. The horizontal alignment is tangent (straight) and vertical align- ment is level. Main Street eastbound has no posted speed limit. The speed limit for unposted roads in the city of Peabody is 30 mphz. West of Washington Street, the posted speed limit is 20 mph for eastbound traffic. At the Peabody and Salem city line, Main Street becomes Boston Street in Salem. Boston Street in the vicinity of the site is a two-lane, 43- to-52 foot wide roadway with a gen- eral east/west orientation. Boston Street is designated as Route 107 between Bridge Street and the Essex Street at Highland Avenue intersection. This roadway serves as a primary collector roadway for local residential traffic. Land uses in the vicinity of the site consist of a cemetery as well as retail and residential uses. The bituminous concrete pavement is in good condition. ' Pavement markings consist of double yellow centerlines. East of Howley Street, Boston Street continues up a small hill. The posted speed limit on Boston Street is 30 mph. Walnut Street (Peabody) and Harmony Grove Road (Salem) Walnut Street in Peabody is a two-lane, 30- to 35-foot wide roadway paralleling Main Street. It serves as a secondary collector roadway for local traffic. Land uses in the vicinity of the site consist of a mix of retail, commercial, and residential uses. Concrete sidewalks exist along Walnut Street from Central Street to Howley Street. Both the horizontal and vertical align- ment are generally straight and level. Walnut Street has no posted speed limit. The roadway surface consists of bituminous pavement in fair condition. Pavement markings consist of a faded double yellow center line and white parking lines. ' At the Peabody and Salem city line, Walnut Street changes name to Harmony Grove Road. Harmony Grove Road in Salem varies in width from 30 to 34 feet and generally parallels Boston Street. Land uses in the vicinity of the site consist of a cemetery and a mix of com- mercial uses. The roadway surface consists of bituminous pavement in poor condition. Pavement markings consist of a single yellow centerline. The horizontal alignment of the road exhibits several curves and the vertical alignment is generally level. There is no posted 1 speed limit on Harmony Grove Road. The speed limit for unposted roads in the city of Salem is 30 mph3. Washington Street Washington Street in Peabody is a two-way, two-lane street approximately 44 feet wide. The roadway runs in a northeast to southwest direction from Main Street to the intersection of Lynn and Street Lynnfield Street. Land use along Washington Street is primarily residential. The horizontal alignment is generally straight and the vertical alignment is level. Sidewalks exist along both sides of the road. The roadway surface consists of bituminous pavement in good condition. Pavement markings at Main Street consist of a red, white, and blue centerline .� and then consist of a double yellow centerline outside the downtown area. The posted speed limit is 30 mph. 2Based on a phone conversation with the city of Peabody Police Department. 3Based on a phone conversation with the city of Salem Police Department. oenmsninw3 9 Caller Street Caller Street is a two-way, two-lane street, approximately 30 feet wide. The roadway runs in a north/south direction from Main Street to Walnut Street in Peabody. Land use along Caller Street consists of a mix of residential and commercial uses. The horizontal alignment is tangent and the roadway is level. The roadway surface consists of bituminous pavement in fair condition. Sidewalks exist along both sides of Caller Street. Pavement markings consist of STOP bars and crosswalk lines at the intersections with Main Street and Walnut Street. Caller Street has no posted speed limit. Howley Street Howley Street is a two-way, two-lane street approximately 30 feet wide. The roadway runs in a north/south direction parallel to Caller Street, from Main Street to Walnut Street in Peabody. Land use in the area of Howley Street consists of a mix of industrial and commercial uses. The horizontal alignment is straight and the roadway in the vicinity of the site is level. Approaching Main Street, the grade of Howley Street increases to match the grade at Main Street. The roadway surface consists of bituminous pavement in fair condition. Pavement markings consist of STOP bars and crosswalk lines at the intersections with Main Street and Walnut Street. There is no posted speed limit on Howley Street. Aborn Street Aborn Street is a two-way, two-lane local collector street serving the residential neighbor- hoods south of Boston Street. Aborn Street is approximately 32 feet wide. Land use along Aborn Street is residential. The roadway surface consists of bituminous pavement and is in good condition. Pavement markings consist of a solid yellow centerline. Sidewalks exist along both sides of the road. There is no posted speed limit on Aborn Street. Bridge Street (Route 107) Bridge Street is a two-way, two-lane collector street varying in width from 30 to 40 feet. The roadway runs in a general north/south direction. In Salem, Bridge Street is designated as Route 107 from Boston Street to Winter Street. North of Winter Street into Beverly, Bridge Street is designated as Route IA. Land use along Bridge Street consists of a mix of residential and commercial uses. The roadway surface consists of bituminous pavement in good condition. Pavement markings consist of a double yellow centerline. The vertical alignment is generally level. There is no posted speed limit on Bridge Street. Essex Street Essex Street in Salem is a two-way, two-lane street approximately 42 to 52 feet wide. The roadway runs in a general north/south direction from Boston Street to beyond North Street and Summer Street. North of North Street, Essex Street is one-way northbound and is approximately 32 feet wide. Land use in the area consists primarily of residential uses. The horizontal alignment is tangent and the roadway is level. The roadway consists of bituminous pavement in good condition. Pavement markings consist of a double yellow centerline. The posted speed limit on Essex Street is 25 mph. Flint Street Flint Street is a local Salem street, varying in width from 17 to 36 feet. The roadway runs in an cast/west direction from Mason Street to east of Essex Street. Between Federal Street, east of Bridge Street and Essex Street, Flint Street is one-way eastbound. Between Broad Street ' and Warren Street, east of Essex Street, Flint Street is one-way westbound. Land use along Flint Street consists primarily of residential uses. The roadway is generally straight and level. The pavement is in fair to good condition. There is no posted speed limit on Flint Street. 084MSUID 93 10 Intersections 1' Peabody Square (Central Street, Foster Street, Lowell Street, and Main Street). Central Street, Foster Street, Lowell Street, and Main Street intersect to form a four-legged, signalized intersection known as Peabody Square. At the intersection, Central Street (north leg) widens and consists of a 12-foot wide left-turn lane, an 11-foot wide through lane, and a 14-foot wide right-turn lane. The right-tum lane is channelized by a landscaped island at the intersection. The Foster Street (south leg) approach to the intersection consists of a two-lane, ' 25-foot wide approach which is utilized as a shared left-tum/through lane and a shared through/right-tum lane. The Lowell Street (west leg) approach consists of an exclusive 10-foot wide right-tum lane, an 11-foot wide through lane, and an 11-foot wide shared left- turn/through lane. The Main Street (east leg) approach consists of an 11-foot wide shared left-tum/through lane, a 10-foot wide though lane, and a channelized 17-foot wide right-tum lane. Traffic control is provided by a four-phase, fully actuated traffic signal. An active Boston and Maine (B&M) railroad line crosses both the Central Street and Lowell Street approaches to the intersection. Land use in the vicinity of the intersection consists of the District Court House of Peabody, a parking lot, and a mix of commercial and retail uses. Parking is permitted on the Main Street approach to the intersection. Pedestrian crosswalks are provided along each approach to the intersection, with pedestrian push buttons on each approach to the intersection. Central Street and Walnut Street Walnut Street intersects Central Street from the east to form this three-legged, signalized inter- section in Peabody. The Central Street approaches consists of two lanes, each approximately 11 to 12 feet wide. The Walnut Street approach consists of two lanes, 10 to 11 feet wide for ' exclusive left- and right-turn lanes. The intersection is controlled by a three-phase, fully actuated traffic signal. This signal is coordinated with the signal at Peabody Square. Land use in the vicinity of the intersection is a mix of retail and commercial uses. Main Street and Washington Street Washington Street intersects Main Street from the south to form a three-legged, signalized T-type intersection in Peabody. The Washington Street approach consists of an exclusive 11-foot wide left-turn lane and a 10-foot wide exclusive right-tum lane. The Main Street eastbound and westbound traffic flow is separated by a double yellow center line. Both the eastbound and westbound approaches to the intersection consists of two 10- to 11-foot wide through lanes and an 8-foot wide parking lane. The intersection is controlled by a three- phase, fully actuated traffic signal. Land use in the vicinity of the intersection is primarily commercial and retail. Main Street and Caller Street Caller Street intersects Main Street from the north to form a three-legged, unsignalized T-type intersection in Peabody. The Main Street approaches are 21 feet wide per direction and each consists of two general-purpose lanes. The Caller Street approach consists of one 15-foot wide lane permitting left and right turns. The Caller Street approach is under STOP-sign control. Land use in the vicinity of the intersection consists primarily of retail and commer- cial uses. Main Street and Howley Street Howley Street intersects Main Street from the north to form this three-legged, unsignalized L T-type intersection in Peabody. The Main Street eastbound approach consists of two 11-foot wide lanes. The Main Street westbound approach consists of a single lane, 25 feet wide. The Howley Street approach consists of one lane, approximately 15 feet wide, permitting left and right turns. The Howley Street approach is under STOP-sign control. Just west of Howley Street, Main Street becomes two lanes per direction. Land use at this intersection is primarily light industrial and retail. Walnut Street and Caller Street Caller Street intersects Walnut Street from the south to form this three-legged, unsignalized, T-type, intersection in Peabody. The Walnut Street approaches each consist of a single lane, approximately 13 to 14 feet wide permitting all movements. The Caller Street approach is 15 feet wide and permits left and right turns. The Caller Street approach is under STOP-sign ' control. Metered parking is provided along the north side of Walnut Street. Land use at this intersection is a mix of retail and commercial uses. Walnut Street and Howley Street Howley Street intersects Walnut Street from the south to form this unsignalized, T-type inter- section in Peabody. The Walnut Street approaches each consist of a single lane, 13 to 16 feet wide, and permits all movements. The Howley Street approach is approximately 15 feet wide and permits left and right turns. The Howley Street approach is under STOP-sign control. No parking is permitted on the northern side of Walnut Street. Land use at this intersection consists of a cemetery and commercial development. ' Boston Street and Aborn Street Abom Street intersects Boston Street from the south at an angle to form this three-legged, unsignalized, Y-type intersection in Salem. The Boston Street approaches are approximately 20 feet wide, used as single lanes, and permit all movements. The Abom Street approach is approximately 10 feet wide. Parking is permitted along both sides of Boston Street. The Abom Street approach is under STOP-sign control. Land use in the vicinity is primarily ' residential. Boston Street, Bridge Street, Goodhue Street, and Proctor Street Boston Street, Bridge Street, Goodhue Street, and Proctor Street intersect to form a five- legged, signalized intersection in Salem. Boston Street forms the east and west legs of the intersection. The eastbound Boston Street approach consists of a 10-foot wide exclusive left- turn lane and a 10-foot wide shared through/right-turn lane. The westbound Boston Street approach consists of a 12-foot wide shared left-tum/through lane, and a 10-foot wide exclu- sive right-tum lane. The Bridge Street (north leg) approach to the intersection consists of a 10-foot wide shared left-tum/through lane, and a 9-foot wide exclusive right-tum lane.- The ' Proctor Street approach forms the south leg of the intersection and provides one-way traffic flow away from the intersection. Similarly, Goodhue Street intersects the intersection in the northwest quadrant and also provides one-way traffic flow away from the intersection. The 1 intersection is controlled by a three-phase, fixed-time traffic signal. Land use in the vicinity of the intersection consists of a Dunkin' Donuts restaurant, office, and residential uses. Harmony Grove Road, Mason Street, Grove Street, and Goodhue Street Harmony Grove Road and Mason Street form the west and east legs of this four-legged, unsignalized intersection with Goodhue Street (south leg) and Grove Street (north leg) in Salem. All approaches consists of one lane varying in width from 17 to 25 feet and permit all 1 turning movements. Additionally, there is a channelized right-tum lane from Goodhue Street to Mason Street. The Mason Street and Harmony Grove Road approaches are both under STOP-sign control. Land use in the vicinity of the intersection consists primarily of a ceme- tery and residential and light industrial uses. i 084MSHA693 12 Boston Street, Essex Street, and Highland Avenue Boston Street forms the west leg of an unsignalized, T-type intersection with Highland Avenue (south leg) and Essex Street (north leg) in Salem. The intersection contains a traffic island-protected monument in its center. All approaches to the intersection consist of one ■i lane permitting all movements which flare to a width in excess of 15 feet. The Boston Street approach to the intersection is under STOP-sign control. Land use in the vicinity consists of a mix of retail, commercial and residential uses. Bridge Street and Flint Street Bridge Street and Flint Street intersect to form a four-legged intersection in Salem. Bridge Street forms the northbound and southbound legs and Flint Street forms the east- bound and westbound legs. All approaches consists of one lane approaches, approximately 10 to 14 feet wide. The intersection is controlled by flashing signals mounted on poles located on each of the four comers of the intersection, with red indications for the Flint Street ' approaches and green indications for the Bridge Street approaches. Land use in the vicinity of the intersection consists of a church, the North River, and residential uses. Essex Street and Flint Street ' Essex Street and Flint Street intersect to form a four-legged, signalized intersection in Salem. Flint Street forms the east and west legs and Essex Street forms the north and south legs. The Flint Street eastbound approach permits one-way traffic flow eastbound while, east of the intersection, Flint Street provides two-way traffic flow. All approaches to the intersection consist of one lane permitting all appropriate movements and vary in width from I1 feet on Flint Street to approximately 20 feet on Essex Street. The intersection is controlled by a two- phase traffic signal. Land use in the vicinity of the intersection is primarily residential. TRAFFIC VOLUMES Traffic volumes were counted both manually and mechanically during the months of December 1992 and January 1993. Weekday evening peak period (3:00 to 6:00 PM) and Saturday midday peak period (11:00 AM to 2:00 PM) manual turning movement counts were conducted at the study area intersections. Automatic traffic recorder (ATR) counts were collected for a period of 48 hours along the following roadways: • Main Street west of Howley Street Boston Street east of Howley Street Walnut Street west of Caller Street • Harmony Grove Road east of Howley Street Caller Street north of Main Street Howley Street north of Main Street Grove Street north of Harmony Grove Road • Bridge Street north of Boston Street • Highland Avenue south of Boston Street The traffic volume data collected was compared to traffic volume data collected during a previous work effort in 1990. This data is summarized in Table 1. 084/f SRr 3 13 Table 1 HISTORICAL DAILY AND PEAK HOUR TRAFFIC VOLUME COMPARISON December 1992 Percent Change ,i November 1990 and January 1993 1990 to Location Time Period Traffic Volumes Traffic Volumes 1992/1993 Main Street, west of Howley Street Daily 27,700 26,300 -5.1 Saturday 23,400 21,850 -6.6 Howley Street, north of Main Street Daily 5,500 5,000 -9.1 Saturday 4,500 3,850 -14.4 Intersection of Main Street, Weekday Evening Peak Hour 3,521 3,270 -7.1 Central Street, Foster Street, and Saturday Midday Peak Hour 3,052 3,058 Lowell Street(Peabody Square) Intersection of Main Street and Weekday Evening Peak Hour 2,077 2,033 -2.1 Howley Street Saturday Midday Peak Hour 1,719 1,786 +3.9 Intersection of Walnut Street and Weekday Evening Peak Hour 974 824 -15.4 Howley Street Saturday Midday Peak Hour 673 726 +7.9 As shown in Table 1, the volumes counted in December 1992 and January 1993 are generally lower than these observed in November 1990. The Massachusetts Highway Department (MHD) and Central Transportation and Planning Staff (CTPS) were also contacted to identify data regarding seasonal variation in traffic vol- umes. Although the MHD and CTPS had no data in the immediate area, representatives of the MHD did indicate that this area of Peabody typically does not reflect a significant varia- tion in seasonal traffic. The MHD does maintain a permanent count station on Route 1 at the Peabody/Danvers town line, several miles from the study area. This count station was the only source of available -� traffic volume data relating to seasonal variation. Based on the data from this station, December volumes are slightly lower than the average monthly traffic volumes (approximately 3 percent), and January volumes are approximately 13 percent lower than average volumes. Using this information, the December and January traffic volumes-were - increased by corresponding factors of 1.03 and 1.132 to reflect average conditions. Summarized in Table 2 is the existing traffic volume data. The data indicate that December and January weekday and Saturday daily traffic volumes on Main Street west of Howley Street are about 26,300 vpd and 21,850 vpd, respectively. Along Walnut Street, traf- fic volumes were measured at 9,950 vpd during the weekday and 7,500 vpd on Saturday. The heaviest hourly traffic volume in the vicinity of the site occurred during the weekday evening period, which generally occurred between 4:45 and 5:45 PM and during the Saturday midday period from 12:00 to 1:00 PM. The predominant flow during the weekday evening peak and Saturday midday peak periods is westbound on both Main Street and 1 Walnut Street. On Howley Street, the predominant flow is southbound. 08411UH/0693 14 Table 2 EXISTING TRAFFIC VOLUMES Weekday Peak Hour Peak Hour Daily Traffic Directional Day of Traffic Volume K Factor Distributiond Location Week v d (vph)b (%)C (%) Main Street west of Howley Street Friday 26,300 1,973 7.5 51%WB Saturday 21,850 1,913 8.8 52%WB Walnut Street west of Howley Street Friday 9,950 872 8.8 54%WB 1 Saturday 7,500 740 9.9 50%WB Howley Street north of Main Street Friday 5,000 382 7.6 62%SB Saturday 3,850 373 9.7 59% SB ' Caller Street north of MainStreet Friday .4,150 501 12.1 65%NB Saturday 3,450 322 9.3 52% SB Boston Street east of Howley Street Friday 23,500 1,841 7.8 51%EB Saturday 20,500 1,768 8.6 56%EB Harmony Grove Road east of Howley Street Friday 6,400 596 9.3 63%WB Saturday 4,750 547 11.5 60%WB ' Grove Street north of Harmony Grove Road Friday 3,450 353 10.2 66%NB Saturday 2,400 276 11.5 75%NB Bridge Street north of Harmony Grove Road Friday 15,550 1,234 7.9 61% SB Saturday 11,850 988 8.3 55%SB Highland Avenue(Route 107)south of Friday 24,600 1,864 7.6 58%NB Boston Road Saturday 18,900 1,783 9.4 56%NB -vehicles per day. bVehicles per hour,adjusted to average month. -Peak hour volume as a percent of average daily traffic. dWB=westbound,SB=southbound,NB=northbound,EB=eastbound. The peak hour turning movement count data provided in the Appendix, indicate that truck traffic in the vicinity of the site is approximately 1 to 2 percent of the total traffic volume. The resulting 1993 Existing weekday evening and Saturday midday peak hour traffic flow ' networks for the study area intersections are presented on Figures 3 and 4. STOPPING SIGHT DISTANCE To identify potential safety problems associated with site access and egress, stopping sight distance (SSD) measurements were conducted at the proposed site drives on Howley Street. ' Stopping sight distance is the distance required for an approaching motorist to perceive and react accordingly to a vehicle exiting a driveway. Stopping sight distance is calculated using a perception and reaction time of 2.5 seconds and a braking distance on wet, level pavement. When the roadway is either on an upgrade or downgrade, grade correction factors are applied. Approaching SSD represents the minimum distance required for safe stopping, while the exit- ing SSD criteria is based only upon acceptable speed reductions to the approaching traffic o84/nsnWQ 15 ~ / Q m a 1 153 q � 1 L. 1-232 WALNUT ST, W i 2s U m 200 `26 / m_ 78 7 5 f. TSB ~285 J� N�TIi RI �b 90 44 y�RMONY GROG �� SALEM RareGa� 9 4 753 �a3 ti rs904- > N SITE X72 V �g1ti� OLDE Ou y ~832 RO ND TM ti up 815 791 PEABODY 52 J `59 m 5� X9190 00 h\� J NI/bpb 'f h�p0 1 L 7 j BOS 5 / ss e e s 70 F / 91 � 4 70 M p I Q I \ O NOTE: IMBALANCES EXIST BETWEEN INTERSECTIONS DUE TO ON-STREET PARKING, NUMEROUS CURB CUTS, AND Not to Scale SIDE STREETS THAT ARE NOT SHOWN. - I 1 d _y I Figure 4 1993 Existing Saturday Midday Vanasse & Associates, Inc. Peak Hour Traffic Volumes Transportation Engineers & Planners CAD 084NET4 z1 b 1- 225 WALNUT ST. m 295 y `^89 1097 0,50t* 788 5 2 p ,(V 2?> s yqR O "ORN RIVER MONY SALEM RAILR0A0 ^ 124 4.>9 j a s 4s 98 Q lb , 5 4�°B� ABB ov oil �� Z �C� as �/c � Z SITE `RO�(E O� 'o? 60 --Aso 98 90 9 °1�0 \\� ��. 5, BROU NG 883 v' 853 SOU"� 2 �. .�829 C: PEABODY 60r��ti ry89oo T N � 551 POo / 0 dt e I6 1798s ,tioo Q ss'y 1 -A0 NOTE: IMBALANCES EXIST BETWEEN INTERSECTIONS DUE TO O ON-STREET PARKING, NUMEROUS CURB CUTS, AND Not to Scale SIDE STREETS THAT ARE NOT SHOWN. Figure 3 rdv 1 1993 Existing Weekday Evening Vanasse & Associates, Inc. Peak Hour Traffic Volumes Transportation Engineers & Planners I CAD 084NET3 stream. The required sight distance is typically based on the 85th percentile vehicle speeds. The American Association of State Highway and Transportation Officials (AASHTO) has summarized SSD criteria? Based on a design speed of 30 mph, the unposted enforced speed limit for streets in Peabody, the required SSD of 200 feet was used for Howley Street. As Table 3 indicates, adequate SSD is provided at the site driveway intersections. Table 3 STOPPING SIGHT DISTANCE SUMMARY Measured SSD (feet) Required SSD (feet) ' Location North South for 30 mph Howley Street and North Site Driveway 300 500+ 200 Howley Street and South Site Driveway 400 280 200 ' Planned Roadway Imorovements Both the city of Peabody, the city of Salem, and the MHD were contacted to determine what ' roadway improvement projects, if any, are proposed that would affect intersection operations within the proposed horizon year, 1988. One project has been identified for the intersection of Boston Street, Highland Avenue and Essex Street in Salem. The city is proposing to relocate the monument, located in the intersection, and install a traffic signal. This signal is expected to be designed in 1994 and constructed by 1995. EXISTING TRAFFIC OPERATIONS rDuring weekday evening peak hour conditions, Main Street carries high volumes of traffic which generally flow well through the study corridor. However, delays are experienced by through vehicles at the study area intersections of Main Street at Central Street, Lowell Street, Foster Street, and at Washington Street. At these intersections, traffic on Central Street experi- enced some long queues during the evening peak hour, while traffic on Main Street turning left to Washington Street also experiences some delays. Operations at the existing Main Street and Howley Street intersection showed that left-turning vehicles experienced some difficulty entering Main Street traffic flows. Operations at the intersection of Main Street and Caller Street showed the same findings, with left-turning vehi- cles from Caller Street experiencing long delays. However, the signal at Washington Street and Main Street did create gaps to aid in left-tum maneuvers. At the unsignalized intersections studied along the major roadways (Boston Street, Bridge Street, Main Street, and Walnut Street), the shared left and right turns from the minor street approach were observed to experience some delays during the peak periods. The five-legged Boston Street, Bridge Street, Proctor Street, and Goodhue Street intersection was observed to operate at capacity during the peak hours. Long queues were observed on all intersection approaches, but generally cleared after one or two signal cycles. '. 4A Policy on Geometric Design of Highways and Streets; American Association of State Highway and Transportation Officials (AASHTO); 1990. ' o8 MS[It1693 16 FUTURE CONDITIONS To determine the impact of site-generated traffic volumes on the roadway network under future conditions, baseline traffic volumes in the study area were projected to the year 1998. ' Traffic volumes on the roadway network at that time, in the absence of the project (that is, the No-Build condition), would include existing site traffic, new traffic due to general back- ground traffic growth, and traffic related to specific development by others, expected to be completed by 1998. Consideration of these factors resulted in the development of 1998 No- Build traffic volumes. Anticipated site-generated traffic volumes were then superimposed upon these No-Build traffic flow networks to develop 1998 Build conditions. BACKGROUND TRAFFIC GROWTH Traffic growth on area roadways is a function of the expected land development in the im- mediate area as well as the surrounding region. Several methods can be used to estimate this growth. A procedure frequently employed estimates an annual percentage increase in traffic growth and applies that percentage to all traffic volumes under study. The drawback to such a procedure is that some turning volumes may actually grow at either a higher or a lower rate at particular intersections. An alternative procedure identifies the location and type of planned development, estimates the traffic to be generated, and assigns it to the area roadway network. This produces a more realistic estimate of growth for local traffic. However, the drawback of this procedure is that - the potential growth in population and development external to the study area would not be accounted for in the traffic projections. To provide a conservative analysis framework, both procedures were used. Specific Development by Others The cities of Peabody and Salem were consulted to identify specific developments within the area that may bring additional traffic to the study area by the 1998 design year. Based on this research, several planned or potential developments have been identified and included in ' the traffic projections. These projects are described in the following paragraphs. According to the Peabody Planning Department, there are several vacant parcels of industri- ally zoned land along Howley, Caller, Walnut, and Foster streets that could be developed in the future. No specific plans are identified, however, the Peabody Planning Department requested that they be included in the projections. To estimate traffic generated by these vacant parcels, the maximum building areas were determined based upon the city's zoning code, which states that the maximum lot coverage for a general light industrial use is 35 percent of the total lot area. Based on this information, up to 30,000 sf of industrial space aeamsn 693 17 could be developed. The expected traffic generation was determined based upon generation rates presented in ITE Land Use Code (LUC) 110 (Industrial). Based on discussions with the Peabody Planning Department, approximately 250 additional housing units are projected to be built in the future in the area of Lynnfield, Lynn, and Bartholomew streets in South Peabody. The traffic expected to be generated by these homes was determined based upon generation rates presented in ITE LUC 210 (Single Family Homes). Approximately 50,000 sf of industrial space is planned in Centennial Industrial Park, which is located adjacent to Route 128 on the northwest corner of Summit Street and Centennial Drive in Peabody. The traffic expected to be generated by the proposed industrial space was determined based upon generated rates presented in ITE LUC 110 (Industrial). ' An expansion of the existing North Shore Shopping Center (EDEA No. 7835), located at the intersection of Routes 128 and Route 114 in Peabody, is also proposed. The traffic expected to be generated by this 58,000± sf proposed expansion was obtained from the Draft Environmental Impact Report prepared by Abend & Associates in March 1992. The Ledgemere Planned Unit Development (EDEA No. 4573), located on the east side of ' Highland Avenue along First Street and Swampscott Road in Salem, is proposed to be expanded. Based on the latest revised master plan for this project provided by the Salem Planning Department, approximately 22,105 sf of retail space, 50,000 sf of industrial space, 222 residential condominiums, and an 8,500 sf restaurant have been approved and are likely to be constructed in the near future. The traffic expected to be generated by these land uses was determined based on the appropriate land use category. The trips that could be developed by these projects are summarized in Table 4. Table 4 BACKGROUND DEVELOPMENT TRIP GENERATION SUMMARY Vacant 250 North Shore Shopping Ledgemere Industrial Parcels Housing Units Centennial Parc Center Expansion P.U.D. Total (Vehicle Trips) (Vehicle Trips) (Vehicle Trips) (Vehicle Trips) (Vehicle Trips) Vehicle Tnps Weekday Evening: Enter 40 163 6 200 287 696 Exit 200 _U 41 200 - 807 _ Total 240 255 49 400 559 1,503 Saturday Middoy: Enter 15 130 3 217 321 686 Exit 24 119. 4 218 312 675 ' Total 39 240 7 435 640 1361 Daily 2,478 2,388 348 4,569 6,144 15,927 Saturday Daily 469 2,548 66 4,339 6,818 14,240 General Background Growth ' Based upon a review of traffic volume data from previous studies, compared to the most recent available traffic count information, no significant growth has occurred in recent years. Some volumes have increased marginally, particularly during the peak hours, but daily vol- umes (from November 1990 to January 1993) show no growth. To provide a conservative analysis condition, an annual compounded growth rate of I percent was used to account for background growth not attributable to the specific development by others identified in Peabody and Salem. oaaMSH/0693 18 1 No-Build Traffic Volumes The 1998 No-Build weekday evening and Saturday midday peak hour traffic volume net- works were developed by applying a compounded 1 percent annual growth rate to existing 1993 peak hour traffic volumes in the study area. Traffic from the identified and potential ' background developments were then added to these baseline networks. The resulting 1998 No-Build weekday evening and Saturday midday peak hour traffic volume networks are shown on Figures 5 and 6. SITE-GENERATED TRAFFIC VOLUMES The proposed site, when fully constructed, will consist of a Super Stop & Shop containing 63,922 sf of ground floor retail space and 11,560 sf of second level mezzanine space used for storage and support services. Included within the 63,922 sf building footprint will be a 413 sf bottle return area, and meat and produce chests totaling 1,092 sf. Traffic Generation Trip-generation rates for various retail and commercial developments have been formulated ' by the ITE. The data collected for supermarkets, however, is limited, ranging from two to ten studies, with an average store size of approximately 32,000 sf. Consequently, both ITE and empirical Super Stop & Shop trip-generation data are compared in this section. The ITE data, which results in a more conservative (higher trip generation) result was used in subse- quent analysis. Site-Generated Traffic- Comparison of ITE and Empirical Trip Rates The ITE rates are shown in the first column of Table 5. These data do not appear to reflect trip-making associated with the newer "super" supermarkets. The "super" supermarkets are typically larger than a regular supermarket, ranging from 50,000 to 90,000 sf, and offer more goods and services than the smaller stores. The ITE data, shown in the first column of Table 5, is based on between two and ten studies, with the average supermarket size ranging from 29,000 to 42,000 sf. To determine empirical Stop & Shop trip-generation rates, VAI conducted traffic volume counts at ten existing Stop & Shop supermarkets similar in size and character to the proposed site. Based on the data for these locations, the average weekday evening peak hour, Saturday midday peak hour, and daily vehicle trip-generation rates for comparable Super Stop & Shops were determined and are shown in the second column of Table 5. 1 During the weekday evening peak hour, the trip-generation rates are comparable, with the ITE rates approximately 7 to 8 percent higher. However, during the Saturday midday peak hour, the ITE rates are significantly higher than the observed Super Stop & Shop rates (between 29 and 51 percent). Based on the available data, use of the ITE rates are expected to provide a conservative estimate of the impacts related to the proposed supermarket. The future site trip generation is shown in the last column of Table 5, based on the ITE data for the supermarket. It should be noted that the total site generation is based on total gross floor area (building footprint) of the proposed Super Stop & Shop. While the addition of the mezzanine level increases the total gross floor area of the project, mezzanines do not generate traffic. Mezzanines typically include storage, mechanical rooms, office space, employee lounges, rest rooms, locker rooms, and support area for employees. Traffic is generated solely by sales area and not support function area. The size of the mezzanine has been included in the traf- fic volume projections. MJnsuava 19 -249 WALNUT ST. 218 I 867 5r 194 ti3O9 ,(V as C NOR H RSR z ti (' OAI)- � SALEM m AD ^t,8 168 � G045' 4� r 233 �-9j v � 3 ' h� � X9. � w a'm ON ao (23`x29 t S2`3 ^ryp Ov 011 AV\�� /^ B 'i� �i ,9 Z SITE o `?'0 1 80� OLDE990 n 77,✓ ~9 9OUNp 0 ysS \\ C7 33 .JI 3" 88 C 1 ��PEABODY ~ ba 0625 m GJ� 091 BOSTON ~ �QG` 1 �� f 6 L 90 r S S,) 4 u�ti2�V � (s r A �o NOTE: IMBALANCES EXIST BETWEEN INTERSECTIONS DUE TO O ON-STREET PARKING, NUMEROUS CURB CUTS, AND Not to Scale SIDE STREETS THAT ARE NOT SHOWN. .. ' r d V Figure 6 1998 No-Build Saturday Midday Vanasse & Associates, Inc. Peak Hour Traffic Volumes ' Transportation Engineers & Planners CAD 084NET6 4WALNUT ST. J 170 f 268 ZT r' 42 V y / Vl 386 `92. 150 7 ��f. 846 ti 9s5 H J� OR i" RIR SALEM mn Y CRONE ,J l 1. C / 193 �3 '� soa 46 297 r 0 l 3 s° ° •L/9jN Fv � �t � �9sOti � �' ss� 4219ov pal r- ��R'� SITE OSE 1 s ,8, X05 OBS SOUi}I O �'Q & fj�N ss coon 'ss C •� G� OgO n„ 966 94 V PEABODY rr 65� J �s4 190 /0 OTOrl, 0NN ,N ✓ph�M 0� ry 'J,, Rs Cij� ti S,T Sr�F OBJ � G1 h � 6 t n A W NOTE: IMBALANCES EXIST BETWEEN INTERSECTIONS DUE TO O Not to Scale SIDESTREET STRREETS AMATOARE NOTOSHOWN.B CUTS, AND rd V Figure 5 1998 No-Build Weekday Evening Vanasse & Associates, Inc. Peak Hour Traffic Volumes Transportation Engineers & Planners CAD 084NET5 ' Table 5 TRIP-GENERATION CHARACTERISTICS OF THE PROPOSED PROJECT: COMPARISON OF ITE AND EMPIRICALLY- DERIVED VEHICLE TRIP RATES Observed Super Proposed Project Supermarket Stop & Shop (75,482 sO ITE Rates Empirical Rates Stop & Shop (per 1,000 sfla (per 1,000 sflb (Vehicle Trips)a Weekday Evening Peak Hour: Enter 5.27 4.91 398 ' Exit 5.07 4.66 M Total 10.34 9.57 781 Saturday Midday Peak Hour: Enter 7.82 5.18 590 Exit 7.51 5.81 567 Total 15.33 10.99 1,157 ' Weekday Daily 125.50c 106.28d 9,470e Saturday Daily 177.59 122.10d 13,400 aBased on ITE Trp Generation,Fifth Edition;LUC 850, Supermarket, unless otherwise noted. bBased on ten Super Stop & Shops located in Massachusetts. cBased oil ITE Trip Generation, Fourth Edition; LUC 850, Supermarket. No daily trip-generation infor- mation is available for weekday traffic generation in the Fifth Edition. dBased on peak hour counts and extrapolated by ITE peak hour to daily trip ratios. The critical impact of the project on the adjacent roadway system usually occurs during the adjacent roadway's peak hours, and is the time period for which roadway requirements are usually designed. For an urban or suburban location, these are typically the weekday morn- ing and evening peak commuter hours. However, a retail development's activity typically �. peaks during a Saturday midday period and has relatively low traffic volumes coincident with moming commuter traffic. Thus, to create a severe but fair test on the adjacent roadway net- work, subsequent analysis was based on both weekday evening and Saturday midday_peak ' hours. Not all of the vehicle trips expected to be generated by the proposed supermarket represent new trips on the study area roadway system. Studies have shown that for retail developments, ' a substantial portion of the site-generated vehicle trips are already present in the adjacent passing stream of traffic or are diverted from another route to the proposed site.5 Depending on the type of land use and its location, this "impulse" traffic may account for up to 60 percent of the total site-generated trips. To provide a more accurate impulse rate, customer surveys conducted at the Super Stop & Shop stores located in Stoneham and Beverly, Massachusetts, were reviewed. The surveys revealed that the impulse rate during the weekday evening peak hour was 55 percent, while during the Saturday midday peak hour the impulse rate was 30 percent. To represent a con- servative condition, an impulse rate of 25 percent was used for both weekday evening and Saturday midday peak hour conditions. The number of new and impulse vehicle trips expected to be generated by the proposed Super Stop & Shop supermarket are shown in the trip-generation summary of Table 6. 5Trip Generation, Fifth Edition; Institute of Transportation Engineers; Washington, DC; 1991. ' 094MS11093 20 ' Table 6 SUPER STOP & SHOP SUPERMARKET (VEHICLE TRIP-GENERATION SUMMARY) _ Super Stop & Shop 75,482 Gross Square Feeta Total Impulse New Evening Peak Hour: In 398 99 299 Out M 96 287 Total 781 195 586 ' Saturday Midday Peak Hour: In 590 147 443 Out 567 142 425 Total 1,157 289 868 Weekday Daily 9,470 2,370 7,100 ' Saturday Daily 13,400 3,350 10,050 aArea indicated is proposed ground-covered building area and mezzanine space. ' Approximately 781 (398 in and 383 out) to 1,157 (590 in and 567 out) peak hour vehicle trips will be generated for the proposed site for a weekday evening and a Saturday midday, respectively. During a typical weekday, the new daily vehicle trips generated by the project will be about 7,100. Impulse trips will account for approximately 2,370 daily vehicle trips. Together, new- and impulse-generated trips will account for an estimated 9,470 daily vehicle trips. Similarly, during a typical Saturday the new daily vehicle trips generated by the project will be approx- imately 10,050. Impulse trips will account for approximately 3,350 daily vehicle trips. Together, the total trips generated will account for an anticipated 13,400 daily vehicle trips. TRIP DISTRIBUTION AND ASSIGNMENT iThe directional distribution of generated trips to and from the proposed supermarket is a function of available market data, population densities, shopping opportunities, areas of employment, recreational activity, existing traffic patterns at area intersections, and prevailing ' traffic conditions on area roadways. Market data was provided by the Stop & Shop companies and was used as the basis for the development of the anticipated trip-distribution patterns. Based on an analysis of this data, new site-generated traffic volumes were distributed on the study area roadway network according to the distribution depicted on Figures 7 and 8 and shown in Table 7. Impulse trips to the project site were diverted based on existing travel patterns and relative volumes on ' Main Street and Walnut Street. oeM1MSM%93 21 ti Q ?9% e WALNUT ST. ` O/vY 0/9 0Vf RQ ��O V% SALEM O 10% 9 &AI RAI�OAD j359 Rte` / 219CO 50% til ' AQP �P X281'-/ i139 139`. -- 3% ``q' ? / r SITE / ` �� X01) 4% ��. `50% ♦ (Ro��E 20% / �o� �.� s5 i� ♦ �.' 10% r- `�f °e�R SOn 0 109 ♦ 590 �P PEABODY 2% 319��•• e° m 5� -�♦ �, 299`� �sT � g�\oG �-� ♦♦ s� i P 5! ,'S9 �2O 2 249 --- 17. `~ ` F S �55�� -39 ♦� 2% 4/ J 1 � 129`�� ♦59 7% o Q� ' A 7% o t Not to Scale w d `y' Figure 8 r - Departure Distribution Vanasse & Associates, Inc. ' Transportation Engineers & Planners CAO 084NETS 9%+ +5% cn ' WALNUT ST. 149 ♦ J `♦ °i�'r � `� NORRI%,ER p/ I \ � cry°�� RQ SALEM 3% . CS�(h�` 9 &M RAILROAD 25/o so 10/ sT I 89 i_ ♦ 5i 7 / / `♦� �P �� y'40% ♦``�' *44% �� 1239 SITE �p31�..1P 00 �� o� � ♦♦♦ .00 759 ft* °° QD ' �� 349`♦` ` 52wq�e�anr°�°� o �♦ V PEABODY �♦♦39q so 5� i'' `Z� 5% / � i ♦ sT -� G� , `rte 20% P�° 2% l J47. 11�� 119 / 5% �Q Toy ��1�' %% / `♦ TF COST �� R 4 / ♦♦279' �J 139♦ � ° `♦� , * R 2% .000P c ► tNot to Scale 'P 14% rd `y. Figure 7 rArrival Distribution Vanasse & Associates, Inc. Transportation Engineers & Planners CAD 084NET7 ' ' Table 7 SUPER STOP & SHOP SUPERMARKET VEHICLE TRIP DISTRIBUTION SUMMARY Direction Roadway (to/from) Percent Central Street North 9 ' Lowell Street West 10 Foster Street South 4 ' Washington Street South 20 ' Aborn Street South 2 Grove Street North 8 Mason Street North 3 Bridge Street North 7 ' Highland Avenue and South 14 Proctor Street Residential neighborhoods north North 5 of Walnut Street Residential neighborhoods south South 5 of Boston Street Residential neighborhoods East/South 13 east and south of Essex Street TOTAL 100 FUTURE TRAFFIC VOLUMES - BUILD CONDITION i ' The 1998 Build conditions networks consist of the 1998 No-Build traffic volumes and the anticipated site-generated traffic. The new site-generated traffic volumes were distributed onto the study area network according to the expected arrival and departure patterns sown in Figures 7 and 8. The anticipated impulse trips to the project site were determined based on ' existing travel patterns and relative volumes on Main Street and Walnut Street. The 1998 weekday evening and Saturday midday Build peak hour traffic volume networks are graphi- cally depicted on Figures 9 and 10. ' A summary of peak hour projected traffic volume changes in the site vicinity is shown in Table 8. These volumes are based on the expected increases from Super Stop & Shop traffic generation. i 086/MH/M93 22 I � C 1-! i r p WALNUT ST. �,`�� 49 W ~3> U w0 278 x803 /> 3>3 / ~ �V °�^ 266 » yq O R ti/oNYGROV SALEM * 4 RAILROAD '^ /' RQ r ry� '/1L tits r`l N O �4S 40 Z� m5 r� �/ST VP 169 moo o� 5� a^� 802 r 92 v o N^^ SITE t- OUT 560 O�j�� • ✓` `2p8 TOTAL 1157 oUT 2 2> n 9 A \• 2 '�m rya M/n' OtGEC)sot) ✓ "S'I 2 BUR N �P PEABODY 6,1ClAIC J ` 6268Ln 0 oN 1 \ \ a99 �t '90 (-R �S ' 5 I �Ses°� r s eg o�T� �41 O � 4 A % v � o Z Q4 W CID NOTE: IMBALANCES EXIST BETWEEN INTERSECTIONS DUE TO ON-STREET PARKING. NUMEROUS CURB CUTS, AND Q) �+ Not to Scale SIDE STREETS THAT ARE NOT SHOWN. rd V Figure 10 r1998 Build Saturday Midday Vanasse & Associates, Inc. Peak Hour Traffic Volumes Transportation Engineers & Planners CAD 084NET10 ' Q 14 1-268 WALNUT ,ST ~4 41 am r 6p428 / 4 U �� 150 70) 3�3 ti '3� y J� �. A'ORDf SWR 1 A ti/Q�Y ��O SALEM ,U RAILROAD p 8 1 4 r Ssp �� 19 y _f9 3 4g 2°3 ej 9 tii9iy Pv Cl) 1 ` st 5 ' '1 �9 O 41 94e SITE �o, y\�o �r s *� IN 398 1) lb 5',X52 OUT 383 / 1� �ary� ? �` 1x140 TOTAL 781/ `R00 ' 6p i BS Gg T?>9 �5 �\\C' ? .✓/`��' L OLDf / � 213 RSOOTNOp p'0 NO ��J\8 R✓//1 �10h Y 934 GROUND/``' ti PEABODY N�, ' SOA eosr s� IQ e0 N >94 S S ? 1 v `ti 7 61 �1 6 A vv v , NOTE: IMBALANCES EXIST BETWEEN INTERSECTIONS DUE TO ON-STREET PARKING, NUMEROUS CURB CUTS, AND Not to Scale SIDE STREETS THAT ARE NOT SHOWN. rd `y, Figure 9 1998 Build Weekday Evening Vanasse & Associates, Inc. Peak Hour Traffic Volumes ' Transportation Engineers & Planners CAD OB4NET9 Table 8 ' TRAFFIC VOLUME INCREASES Percent Volume ' Increase Increase 1993 1998 1998 over over Location Peak Hour Existing No-Build Build No-Build No-Build ' Main Street west of Howley Street Weekday Evening 1,973 2,287 2,492 9.0 205 Saturday Midday 1,913 2,144 2,441 13.9 297 Boston Street, east of Howley Street Weekday Evening 1,841 2,205 2,415 9.5 210 Saturday Midday 1,768 1,999 2,310 15.6 311 Washington Street, south of Main Street Weekday Evening 1,579 1,719 1,837 6.9 118 Saturday Midday 1,443 1,548 1,723 11.3 175 Walnut Street, west of Howley Street Weekday Evening 850 1,011 1,101 8.9 90 Saturday Midday 740 798 916 14.8 118 Harmony Grove Road, east of Howley Street Weekday Evening 596 709 810 14.2 101 ' Saturday Midday 547 591 728 23.1 137 Grove Street, north of Harmony Grove Road Weekday Evening 353 393 440 12.0 47 Saturday Midday 276 305 374 22.6 69 ' Mason Street, east of Grove Street Weekday Evening 414 518 563 8.7 45 Saturday Midday 409 447 545 21.9 98 As shown in Table 8, project-related traffic volume increases will be most significant on ' Boston Street east of the site, representing a 15.6 percent increase over 1998 No-Build Saturday midday peak hours. A slightly lower increase in traffic volumes is anticipated on Main Street west of the site during the weekday evening (9.0 percent) and Saturday midday (13.9 percent) peak periods. Harmony Grove Road, Grove Street, and Mason Street also show large percentage increases in volume. This is largely due in fact to the currently law traffic volumes along these roads. 1 ' oscrostwecs 23 1 TRAFFIC OPERATIONS ANALYSIS Measuring existing and future traffic volumes quantifies traffic flow within the study area. To assess quality of flow, roadway capacity analyses were conducted under existing, No-Build ' and Build traffic volume conditions. Capacity analyses provide an indication of how well the roadway facilities serve the traffic demands placed upon them. METHODOLOGY Levels of Service ' A primary result of capacity analyses6 is the assignment of levels of services to traffic facili- ties under various traffic flow conditions. The concept of levels of services is defined as a qualitative measure describing operational conditions within a traffic stream and their percep- tion by motorists and/or passengers. A level of service definition provides an index to quality ' of traffic flow in terms of such factors as speed, travel time, freedom to maneuver, traffic interruptions, comfort, convenience, and safety. ' Six levels of service are defined for each type of facility. They are given letter designations from A to F, with Level-of-service (LOS) A representing the best operating conditions and LOS F the worst. ' Since the level of service of a traffic facility is a function of the traffic flows placed upon it, such a facility may operate at a wide range of levels of service, depending on the time of day, day of week, or period of year. ' Unsienalized Intersections The six levels of service for unsignalized intersections may be described as follows: ' LOS A represents a condition with little or no delay to minor street traffic. • LOS B represents a condition with short delays to minor street traffic. ' LOS C represents a condition with average delays to minor street traffic. • LOS D represents a condition with long delays to minor street traffic. 6The capacity analysis methodology is based on the concepts and procedures in the Highway Capacity Manual, Special Report 209; Transportation Research Board; Washington, DC; 1985. osamswusva 24 • LOS E represents operating conditions at or near capacity level, with very long delays to minor street traffic. LOS F represents a condition where minor street demand volume exceeds capacity of an approach lane, with extreme delays resulting. The levels of service of unsignalized intersections are determined by application of a proce- dure described in the 1985 Highway Capacity Manual7 The procedure accounts for lane ' configuration on both the minor and major approaches, conflicting traffic stream volumes, and type of intersection control (STOP versus YIELD). First, the theoretical maximum or capacity flow of vehicles for each minor approach lane is calculated based on a gap-analysis procedure. The capacities are then compared to the demand at the respective minor ' approaches. The difference between capacity and demand is defined as reserve capacity and is used as the criterion for estimating level of service and expected delay to minor street traf- fic. Table 9 summarizes the relationship between reserve capacity, level of service, and expected delay to minor street traffic. Table 9 LEVEL OF SERVICE CRITERIA FOR ' UNSIGNALIZED INTERSECTIONSa ' Reserve Capacity Level of Expected Delay (passenger cars per hour) Service to Minor Street Traffic 400 or more A Little or no delay ' 300 - 399 B Short traffic delays 200 - 299 C Average traffic delays 100 - 199 D Long traffic delays 0 - 99 E Very long traffic delays ' b F Extreme delays aSource: Highway Capacity Manual,Special Report 209,page 10- 9;Transportation ' Research Board;Washington,DC; 1985. bDemand volume exceeds capacity. ' It should be noted that this method of capacity analysis is very conservative in that calculated - conditions are normally much worse than actual conditions. Unsignalized intersections for which poor levels of service have been calculated have been frequently observed to operate with only moderate delays and minimal queuing. ' Signalized Intersections The six levels of service for signalized intersections may be described as follows: ' • LOS A describes operations with very low delay; most vehicles do not stop at all. ' • LOS B describes operations with relatively low delay. However, more vehicles stop than Level-of-service A. • LOS C describes operations with higher delays. Individual cycle failures may begin ' to appear. The number of vehicles stopping is significant at this level, although many still pass through the intersection without stopping. 711ighway Capacity Manual, Special Report 209; Transportation Research Board; Washington,DC; 1985. ' 094/nSILW3 25 1 1 • LOS D describes operations with delay in the range where the influence of congestion ' becomes more noticeable. Many vehicles stop and individual cycle failures are noticeable. • LOS E describes operations with high delay values. Individual cycle failures are fre- quent occurrences. LOS F describes operations with high delay values that often occur with over-satura- tion. Poor progression and long cycle lengths may also be major contributing causes ' to such delay levels. Levels of service for signalized intersections are calculated using the operational analysis methodology of the 1985 Highway Capacity Manual. This method assesses the effects of signal type, timing, phasing, and progression; vehicle mix; and geometries on delay. Level- of-service designations are based solely on the criterion of calculated average-stopped-delay per vehicle, since delay is a measure of driver discomfort, frustration, fuel consumption, and increased travel time. Table 10 summarizes the relationship between level of service and delay. The tabulated delay criterion may be applied in assigning level-of-service designations to individual lane groups, to individual intersection approaches, or to entire intersections. ' Table 10 LEVEL OF SERVICE CRITERIA FOR SIGNALIZED INTERSECTIONS' Stopped Delay per Vehicle ' Level of Service (Seconds) A <5.0 B 5.1 to 15.0 ' C 15.1 to 25.0 D 25.1 to 40.0 E 40.1 to 60.0 F >60.0 'Source: Highway Capacity Manual, Special Report 209, pages 9-4; Transportation Research Board; Washington, DC; 1985. - ANALYSIS RESULTS Level-of-service analyses were conducted for 1993 Existing, 1998 No-Build, and 1998 Build conditions for intersections within the study area. The results of the signalized intersection capacity analyses are summarized in Table 11. The unsignalized intersection capacity analy- ses are summarized in Table 12. 084MSM903 26 Table 11 ' SIGNALIZED INTERSECTION CAPACITY ANALYSIS SUMMARY 1993 Baseline 1998 No-Build 1998 Build Peak Hour V/Ca Delay LOSe VpC Delay LOS VIC Delay LOS ' Main Street,Lowell Street,Foster Street and Central Street: Weekday Evening 0.82 25.3 D 0.94 38.3 D 0.96 44.6 E ' Saturday Midday 0.83 27.0 D 0.95 38.5 D 1.02 49.3 E Central Street and Walnut Street: ' Weekday Evening 0.49 11.2 B 0.53 12.2 B 0.55 12.3 B Saturday Midday 0.64 14.3 B 0.71 16.4 C 0.76 17.6 C Main Street and Washington Street Weekday Evening 1.15 79.5 F 1.26 NC F 1.32 NC F Saturday Midday 0.94 24.8 C 1.03 38.0 D 1.08 63.6 F Boston Street,Bridge Street, Proctor Street and Goodhue Street. Weekday Evening 0.93 34.8 D 1.09 104.8 F 1.15 145.8 F Saturday Midday 0.69 13.5 B 0.80 17.5 C 0.93 23.5 C Essex Street and Flint Street: Weekday Evening 0.54 8.7 B 0.62 9.5 B 0.63 9.7 B Saturday Midday 0.56 8.8 B 0.62 9.5 B 0.65 9.7 B ' Boston Street,Highland Avenue and Essex Street: Weekday Evening See Table 12 0.91 19.0 C 0.91 19.1 C Saturday Midday See Table 12 0.90 19.4 C 0.96 24.1 C ' avolutue-to-capacity ratio. bAverage stopped delay per vehicle(in seconds). cLevel of service. NC=Not calculated. When v/c ratio exceeds 1.2,delay calculation is not representative of actual conditions. Sinnalized Intersections Following is a summary of level-of-service analysis for the signalized intersections within the - study area. Main Street, Lowell Street,Foster Street,and Central Street Under 1993 Existing conditions, the Main Street, Lowell Street, Foster Street, and Central Street intersection operates at LOS D during the weekday evening peak hour, with long delays along Central Street. During the Saturday midday peak hour, this intersection also operates at LOS D. The v/c ratio ranges from 0.82 during the weekday evening peak hour to 0.83 during the Saturday midday peak hour. ' Under 1998 No-Build conditions, the intersection will experience slightly higher v/c ratios, ranging from 0.94 to 0.95 during the weekday evening and Saturday midday peak periods respectively. The intersection is anticipated to continue to operate at LOS D during the weekday evening and Saturday midday peak hours. ' Under 1998 Build conditions, during the evening peak hour, the intersection is projected to operate at LOS E, with a v/c ratio of 0.96. During the Saturday midday peak hour, the inter- section will also operate at LOS E with a v/c ratio of 1.02, without mitigation. ' oeamsn abs9 27 Central Street and Walnut Street ' Under 1993 Existing conditions, this intersection operates at LOS B during the weekday evening and Saturday midday peak hour. Intersection v/c ratios range from 0.49 to 0.64 during the respective peak hours. "t Under 1998 No-Build conditions, the intersection will experience slightly higher v/c ratios, ranging from 0.53 to 0.71 during the weekday evening and Saturday midday peak periods, respectively. The intersection will continue to operate at LOS B during the weekday evening ' peak hour and will still operate adequately at LOS C during the Saturday midday peak hour. Under 1998 Build conditions, the intersection is anticipated to operate at the same levels of ' service as under the 1998 No-Build condition. The intersection v/c ratios will range from 0.55 to 0.76 during the peak hours. Main Street at Washington Street Under 1993 Existing conditions, the Main Street and Washington Street intersection overall operations were at LOS F during the weekday evening peak hour and LOS C during the Saturday midday peak hour. Vehicles turning left onto Washington Street from Main Street ' westbound approach experience long delays.. Under 1998 No-Build conditions, the intersection will continue to operate at capacity (LOS F) ' during the weekday evening peak hour. During the Saturday midday peak hour, the inter- section is projected to operate at LOS D. The v/c ratios are projected to range from 1.26 to 1.03 during the weekday and Saturday peak hours, respectively. ' Under 1998 Build conditions, the intersection will continue to operate at LOS F during the weekday evening peak hour and will operate at LOS E during the Saturday midday peak hour, without mitigation. The v/c ratios will range from 1.32 during the weekday evening peak period to 1.08 during the Saturday midday peak period as a result of increased traffic ' from the proposed site. Boston Street, Bridge Street, Proctor Street,and Goodhue Street ' Under 1993 Existing conditions, the intersection currently operates at LOS D during the weekday evening peak hour and LOS B during the Saturday midday peak hour. Intersection v/c ratios range from 0.93 during the weekday evening peak hour to 0.69 during the ' Saturday midday peak hour. _ Under 1998 No-Build conditions, the intersection will operate at capacity during the weekday evening peak hour (LOS F) with a v/c ratio of 1.09. During the Saturday midday peak hour, ' the intersection is projected to operate at LOS C, with a v/c ratio of 0.80. Under 1998 Build conditions, the intersection will continue to operate at LOS F during the weekday evening peak hour and LOS C during the Saturday midday peak hour. The v/c ' ratios will range from 1.15 during the weekday evening peak period to 0.93 during the Saturday midday peak period. Essex Street and Flint Street ' Under 1993 Existing conditions, the intersection currently operates at LOS B during the weekday evening and Saturday midday peak hours. Intersection v/c ratios range from 0.54 to ' 0.56 during the peak hours. Under 1998 No-Build and Build conditions, the intersection will continue to operate at LOS B during both the weekday evening and Saturday midday peak periods. The v/c ratios are pro- ' ' WfnSUM93 28 jected to range from 0.63 to during the weekday and Saturday peak hours respectively under Build conditions. Boston Street,Highland Avenue and Essex Street The critical movements at this intersection, left turns from Boston Street, currently operate at LOS F during both the weekday evening and Saturday midday peak hours. Under future 1988 No-Build conditions, this intersection will be upgraded by the city of ' Salem proposed improvements. This intersection will be signalized. Under future 1988 No- Build conditions, this intersection is projected to operate at LOS C, with a v/c ratio of 0.91 during the evening peak hour. During the Saturday midday peak hour, this intersection is ' projected to operate at LOS C with a v/c ratio of 0.90. Under 1988 Build peak month conditions, the intersection if projected to continue to operate at LOS C during the evening peak hour, with a v/c ratio of 0.91. During the Saturday midday peak hour, the intersection is projected to operate at LOS C, with a v/c ratio of 0.96. Unshmalized Intersections ' Following is a summary of the level-of-service analysis for the unsignalized intersection within the study area. As shown in Table 12, the movements from the side street to the major street frequently were modeled to operate at LOS E or F. This is primarily a result of too few gaps in the main line traffic stream for vehicles from the side street to safely enter the main line traffic flow, as observed in the field Main Street and Caller Street ' The critical movements at this intersection, shared left and right turns from Caller Street, oper- ate at LOS F under Existing conditions and will continue to operate at the same level of ser- vice under both the 1998 No-Build and Build conditions during the weekday evening and ' Saturday midday peak hours. Walnut Street and Howley Street ' The critical movements at this intersection, shared left and right turns from Howley Street, currently operate at LOS C during the weekday evening peak hour and LOS B during the Saturday midday peak hour. Under future 19948 No-Build conditions, the critical move- ments are projected to operate at LOS D during the weekday evening peak hour and continue ' to operate at LOS B during the Saturday midday peak hour. Under 1998 Build conditions, the critical movements are projected to operate at LOS E during the weekday evening peak hour and LOS D during the Saturday midday peak hour. ' Main Street and Howley Street The critical movements at this intersection, shared left and right turns from Howley Street, ' operate at LOS F under Existing conditions and will continue to operate at the same level of service under both the 1998 No-Build and Build conditions during the weekday evening and Saturday midday peak hours. Walnut Street and Caller Street The critical movements at this intersection, shared left and right turns from Caller Street, oper- ate at LOS C during the weekday evening peak hour and LOS B during the Saturday midday peak hour under Existing conditions. Under the 1998 No-Build conditions, the critical movements are projected to operate at LOS D during the weekday evening peak hour and LOS B during the Saturday midday peak hour. Under 1998 Build conditions, intersection ' operations will deteriorate slightly. The critical movements are projected to operate at a bor- ' usamsu W3 29 Table 12 UNSIGNALIZED INTERSECTION CAPACITY ANALYSIS SUMMARY 1993 Baseline Condition 1998 No-Build Condition 1998 Build Condition Location/Critical Movement Peak Hour Demands ARCb LOSc Demand ARC LOS Demand ARC LOS Main Street and Caller Street-all movements from Weekday Evening 176 -191 F 237 -262 F 237 -262 F Caller Street Saturday Midday 169 -111 F 184 -167 F 204 -187 F Walnut Street and Caller Street-all movements from Weekday Evening 151 248 C 168 127 D 169 98 D/E Caller Street Saturday Midday 144 358 B 153 320 B 154 261 C Main Street and Howley Street-all movements from Weekday Evening 235 -196 F 319 -355 F 741 -734 F Howley Street Saturday Midday 219 -164 F 238 -232 F 861 -853 F Walnut Street and Howley Street-all movements from Weekday Evening 147 261 C 175 175 D 305 37 E Howley Street Saturday Midday 127 357 B 133 320 B 325 71 E Boston Street and Abom Street-all movements from Weekday Evening 141 -16 F 150 -93 F 157 -124 F Abom Street Saturday Midday 153 -20 F 163 -75 F 173 -129 F Harmony Grove Road Mason Street,Goodhue Street Weekday Evening 181 443 A 243 314 B 317 190 C and Grove Street-all movements from Harmony Grove Road Saturday Midday 214 390 B 232 332 B 355 173 C Boston Street.Highland Avenue and Essex Street- Weekday Evening 163 -129 F See Table 11 left mors from Boston Street Saturday Midday 187 -145 F See Table 11 Bridge Street and Flint Street-all movements from Weekday Evening 279 -99 F 363 -233 F 393 -271 F Flint Street eastbound Saturday Midday 231 35 E 258 -40 F 302 -106 F Howley Street and north site driveway- Weekday Evening -- -- -- -- -- -- 192 276 C all movements from driveway Saturday Midday -- -- -- -- -- -- 286 152 D Howley Street and south site driveway- Weekday Evening -- -- -- -- -- -- 193 170 D all movements from driveway Saturday Midday -- -- -- -- -- -- 283 23 E aDemand volume of critical movement,vehicles per hour. bAvadable reserve capacity,passenger cars perhour. cl<vel of service. MMSI sv3 derline LOS E/D during the weekday evening peak hour and LOS C during the Saturday midday peak hour. Boston Street and Aborn Street The critical movements at this intersection, shared left and right turns from Abom Street, operate at LOS F under Existing conditions and will continue to operate at the same level of service under both the 1998 No-Build and Build conditions during the weekday evening and Saturday midday peak hours. Harmony Grove Road, Mason Street, Goodhue Street and Grove Street The critical movements at this intersection, shared left, through, and right turns from Harmony Grove Road, operate at LOS A during the weekday evening peak hour and LOS B during the Saturday midday peak hour under existing conditions. Under 1998 No-Build conditions, the critical movements are projected to operate at LOS B during both peak hours. With the addition of the site-generated traffic, intersection opera- tions are expected to decline slightly, with the critical movements operating at an acceptable LOS C during the peak hours. Bridge Street and Flint Street The critical movements at this intersection, shared left, through, and right turns from the Flint Street eastbound approach, operate at LOS F under Existing conditions for the weekday evening peak hour and LOS E during the Saturday midday peak hour. Under 1998 No-Build conditions, the critical movements are projected to operate at LOS F during both peak hours. With the addition of the site-generated traffic, intersection opera- tions will continue to operate at LOS F during the peak hours. Howley Street and North Site Drive With the development of the project, the critical movements from the proposed north site driveway are projected to operate at LOS C or better during both peak hours. Howley Street and South Site Drive With the development of the project, the critical movements from the proposed south site driveway are projected to operate at LOS D to E or better during both peak hours. 084MSU/%93 30 RECOMMENDATIONS AND CONCLUSION Mitigation measures have been identified which mitigate the impacts of the traffic generated by the proposed project. These measures generally include geometric changes to the road- ways and/or changes in traffic control (signal timing and phasing). The mitigation recom- mendations described below are either categorized as those related to the project (i.e., project- related mitigation), and/or those not related to the project (i.e., non-project-related improvements). ' Project-related mitigation addresses measurable impacts of the project on study area intersec- tions by offering mitigation to alleviate project traffic impacts. Non-project-related improvements are identified as potential solutions to existing problem intersections where project impacts are less significant. These improvement suggestions pro- vide reviewing agencies with a complete picture of intersection operations in the corridor. It should be clearly noted that the suggested non-project-related improvements are not made necessary due to the project's impacts, but are precipitated based on existing deficient inter- section operations. NON-PRORCT-RELATED IMPROVEMENTS - EXISTING DEFICIENCIES The following intersections have been analyzed without the proposed project and have been _ determined to require potential modifications and improvements. It should be clearly noted that these improvements are precipitated by existing conditions and are not required due to project impacts. Intersection capacity deficiencies either exist, without the project, or are expected to exist at the following locations: Main Street and Washington Street • Main Street and Caller Street • Bridge Street and Flint Street Table 13 depicts the intersection analysis results, following implementation of suggested improvements to correct existing and future deficiencies unrelated to the project. OSVMM%93 31 Table 13 INTERSECTION CAPACITY ANALYSIS SUMMARY WITH POTENTIAL IMPROVEMENTS TO CORRECT EXISTING AND FUTURE DEFICIENCIES UNRELATED TO THE PROJECT 1998 Build 1998 No-Build 1998 Build With Mitigation Peak Hour V/Ca Delay LOS- v/C Delay LOS v/c Delay LOS Main Street and Washington Street: Weekday Evening 1.26 NC F 1.31 NC F 1.19 69.7 Fd Saturday Midday 1.03 38.0 D 1.07 57.7 E 1.08 37.2 Dd Bridge Street and Flint Street Weekday Evening See Table 12 for Unsignalized Intersection Results 0.99 25.6 D Saturday Midday 0.78 12.0 B 1998 Build 1998 No-Build 1998 Build with Mitigation ' Demand- AR LOS Demand ARC LOS Demand ARC LOS Main Street and Caller Street Weekday Evening 237 -262 F 237 -262 F 283 -82 Fg Saturday Midday 184 -167 F 184 -187 F 86 113 D9 avolume-to-capacity ratio. bAverage stopped delay per vehicle(in seconds). -Level of service. dProhibit parking on Main Street eastbound and provide exclusive right tum lane. eDemand for critical movement. £Available reserve capacity. gCritical movement is left turns from Main Street. Mitigation assumes lett-tum prohibition from Caller Street. NC=Not calculated. When v/c ratio exceeds 1.2,delay calculation is not representative of actual conditions. Main Street and Washington Street The intersection of Main Street at Washington Street currently operates at LOS F during the weekday evening peak hour, and will continue to operate at LOS F with or without the pro- ject. Specifically, the westbound approach of Main Street currently operates at LOS E/F dur- ing the weekday evening peak hour due to the lack of a separate left-tum lane. The existing Main Street westbound approach consists of a shared left-tum and through lane, a through lane and an 8-foot wide parking lane. The current traffic signal allows an advance phase for this movement, however, the volume of left turns warrants a separate left-tum lane. Two improvement options were investigated, with progressively less impact on existing on- street parking. Under future conditions, assuming parking along Main Street eastbound was prohibited, a right-tum lane was added, and the signal timing and phasing modified, the inter- section would continue to operate at LOS F during the weekday evening peak hour with lower intersection delays. Intersection operations during the Saturday midday peak hour would improve to LOS D. The second improvement option consists of the prohibition of parking along both sides of Main Street and striping Main Street to consist of two lanes per direction, with an exclusive ' left-tum lane on the westbound approach. The signal timing and phasing would also have to be appropriately modified. With these measures, the intersection would continue to operate at LOS F during the weekday evening peak hour and LOS E during the Saturday midday peak hour, with lower intersection delays. Based on the analysis, it is suggested that the first ' improvement option be further explored by the city of Peabody. Prohibiting parking along Main Street eastbound and providing a separate right-tum lane provides the best option for intersection improvements. 0e4mcv093 32 Main Street and Caller Street The critical movements at this intersection currently operate at LOS F during both the week- day evening and Saturday midday peak hours. A review of the average and 95th percentile queues (from the Main Street and Washington Street intersection) indicate that this intersec- tion is currently blocked for brief periods during the peak hours. For this reason, it is sug- gested that the city consider prohibiting left turns from Caller Street during peak hours. With this measure, the critical movements would operate at LOS F during the weekday evening peak hour and LOS D during the Saturday midday peak hour as shown in Table 13. Another possibility, making Caller Street one-way in the northbound direction, the critical movements, left turns from Main Street, would operate at LOS F during the weekday evening peak hour and LOS D during the Saturday midday peak hour. Br*dpe Street and Flint Street The critical movements at this unsignalized intersection currently operate at LOS E/F during the peak hours. Under future conditions, these movements will continue to operate at LOS F. It is suggested that the existing signal system be upgraded to a two-phase, actuated signal. SIGNAL AHEAD warning signs should be appropriately placed on all approaches to the intersection. With this measure, the intersection is projected to operate at LOS C during the weekday evening peak hour and LOS B during the Saturday midday peak hour. Intersection v/c ratios will range from 0.99 to 0.78 during the peak hours. In addition to the intersections described above, several of the unsignalized intersections within the study area are projected to operate at LOS F during the peak periods. This level of service is a result of the analysis methodology. Observations of the existing intersections during the peak periods indicated that vehicles exiting the side street did in fact experience some delay, but not to the level projected in the CINCH computer model. MITIGATION RELATED TO PROJECT The following measures have been identified to mitigate the project's impacts and improve intersection operations. The project proponent is committed to working with both the city of Peabody and the city of Salem to implement these measures. Table 14 indicates the intersec- tion analysis results, following implementation of proposed off-site mitigation to lessen pro- ject traffic impacts. oeams[rmv� 33 - Table 14 INTERSECTION CAPACITY ANALYSIS SUMMARY WITH PROJECT-RELATED MITIGATION 1998 Build 1998 No-Build 1998 Build With Mitigation Peak Hour VICa Delays Lose VIC Delay LOS V/C Delay LOS Main Street,Lowell Street,Foster Street and Central Street: Weekday Evening 0.94 38.3 D 0.96 43.4 E 1.00 36.6 D Saturday Midday 0.95 38.5 D 1.01 46.7 E 1.01 37.5 D Main Street and Howley Street: Weekday Evening See Table 12 for Unsignalized Intersection Results 1.00 26.4 D Saturday Midday 0.96 39.3 D Boston Street,Bridge Street, Proctor Street and Goodhue Street: Weekday Evening 1.09 104.8 F 1.14 138.6 F 1.17 78.2 F Saturday Midday 0.80 17.5 C 0.90 22.0 C 0.92 20.4 C aVolume-tocapacity ratio. bAverage stopped delay per vehicle(in seconds). ¢Level of service. Site Access The analysis shows that the shared left- and right-tum movements from the proposed site driveways on Main Street will operate at LOS D or better during the peak hours. To ensure the efficient flow of exiting traffic from the proposed site, it is recommended that the drive- way approaches consist of a single lane approach and be placed under STOP-sign control. The proposed driveways will sufficiently accommodate traffic associated with the develop- ment of the site. Howley Street, between Main Street and Walnut Street, should be widened to provide a 36- foot wide continuous cross section within its 50-foot right-of-way. Five-foot wide sidewalks and 2-foot wide grass strips should be constructed along both sides of the road. In the vicin- ity of the railroad tracks, railroad crossing pavement markings should be installed. The mea- sures are depicted on the Conceptual Improvement Plan at the end of this report. The project proponent will work with the city of Peabody to implement these measures. _ Main Street, Lowell Street, Foster Street. and Central Street (Peabody Sauare) This intersection, under 1998 No-Build conditions, is projected to operate at LOS D during both the weekday evening and Saturday midday peak hours. Several approaches to the inter- section currently operate and will continue to operate at capacity. Approximately 14 percent of the new site trips are anticipated to utilize this intersection, and intersection operations would deteriorate slightly to LOS E. To mitigate this condition, it is suggested that the signal timing and phasing be modified. This will allow for better management of traffic flow and vehicle delays during the peak peri- ods. The advance for Lowell Street could be dropped during the peak periods, allowing more "green" time to be allotted to the remaining three phases. Main Street and Howley Street The traffic generated by the proposed development will reduce the available reserve capacity of the Main Street and Howley Street intersection. The critical movements currently operate at LOS F during the weekday evening and Saturday midday peak hours, respectively. This 084IMnAM3 34 i 1 condition will be improved by constructing separate exclusive left- and right-tum lanes on Howley Street, restriping westbound Main Street east of Howley Street to provide for two lanes, a through lane and a through/right-tum lane, and by installing a three-phase, fully actuated traffic signal at this location. With these measures, the intersection is projected to operate at LOS D during the evening peak hour, with a v/c ratio of 1.00. During the Saturday midday peak hour, this intersection is projected to operate at LOS D, with a v/c ratio of 0.96. In addition to the traffic signal and roadway improvements, it is also recommended that pedestrian crosswalks and a pedestrian actuated signal phase be provided at this intersection. Boston Street.Bridge Street. Proctor Street. and Goodhue Street This intersection currently operates at LOS D during the weekday evening peak hour, with a v/c ratio of 0.93. Under future No-Build and Build conditions, the intersection is projected to operate at LOS F. To improve intersection operations, it is recommended that the existing signal system be upgraded from its current fixed-time operation to a fully actuated system. With these measures, the intersection will continue to operate at LOS F during the evening peak hour; however, with the improved signal operation, intersection delays will be reduced significantly, from approximately 140 seconds to 78 seconds during the evening peak hour. Walnut Street at Howley Street At the intersection of Walnut and Howley streets, it is recommended that the Howley Street approach be widened to consist of an exclusive left-tum lane and a right-tum lane. Additionally, it is recommended that vegetation within the right-of-way be cut back along the southwest comer of Howley Street, adjacent to the existing manufacturing plant. CONCLUSION �. Based on the findings of the study, under the 1998 Build condition, roadway and traffic con- trol improvements will be provided that will lessen the impact of the proposed Super Stop & I Shop facility and retail development. The improvements described above will provide acceptable levels of service as well as maintain safe and efficient traffic flow through the study area. r i 1 1 O MSrLW93 35 TRAFFIC VOLUME COUNT DATA r APPENDIX tTRAFFIC VOLUME COUNT DATA ' SITE {ADE 00000006 STOP 8 SHOP pp Lcca!±cn 5OSTON ST. EAST OF HOWLEY ST.. H . 6Fi12 Wv iher CLEAR. � Operator ANS OAT,: !2f28/92 --------------------------------------------------------------------------------------------------------------------------------- TIME MONDAY-28 : Ch 1 Ch 2 COMBINED TUESDAY-29 Ch 1 Ch 2 COMBINED BEDiN AM PM AM PM AM PM AM PM AM PM ' !2:00 x x x x s s 32 197 48 185 80 382 12:!5 z x x x x x 43 210 47 212 90 42? :2:30 x x x x x x 35 191 33 185 58 376 12:45 x x x x * x 31 197 26 227 57 1:00 s * * x x x 26 209 24 193 50 402 ' 1:15 x x * * * x 20 194 19 201 39 3'0 1:30 x 195 x 196 x 391 17 214 11 209 2- 423 1:45 x 188 x 190 x 378 15 203 15 191 30 .. x 191 x 245 x 436 7 181 11 200 !e: 195 x 205 z 400 12 206 4 243 218 x 200 x 418 1 175 10 229 x 205 x 2_; s 425 5 158 6 182 11 _. ' * 198 * 208 x 40c 8 175 10 27 x !94 x 11 x 405 12 203 5 199 !' s 154 x 195 * 3-9 9 195 i 20E ' 1 3:45 * 225 # 231 x 456 12 241 2 234 201 x 210 x 411 8 206 9 209 17 4:15 < 206 x 212 x 418 4 210 5 240 45? 4:30 * 178 * 228 x 406 13 193 7 229 20 209 x 202 + 411 16 192 9 20= s 202 * 215 x 417 22 192 11 190 3 191 x 224 * 415 19 165 15 231 176 x 256 x 432 19 191 17 203 36 =. x 210 210 x 420 40 174 30 219 %C 177 x 219 + 396 64 197 42 203 106 !,Z) _ 158 x 218 $ 386 72 148 49 235 :c x 131 x 192 x 323 BO 139 7`_ 218 :5 .:- x 137 x 184 * 321 125 146 132 190 57 143 * 161 * 304 124 166 168 161 292 i27 ' 7:15 x 141 * 181 * 322 123 145 122 161 245 306 1:34 x 126 * 130 x 255 146 134 145 146 291 7:45 * 13& x 148 x 266 164 116 187 131 351 - 8:40 * 111 x 147 x 258 175 110 208 140 383_ x 122 * 132 x 254 163 90 !88 119 z:a0 x 97 * 127 x 224 171 98 153 114 334 2__ 8:45 * 85 * 128 x 213 177 92 191 124 358 9:40 x 73 x 109 x 182 171 93 192 103 303 135 9:15 x 104 x 110 * 214 175 87 149 138 324 9:30 * BS x 105 x 190 171 99 153 118 324 2 78 x 99 * 177 154 86 166 141 320 227 10:00 * 76 * 111 * 187 205 78 210 108 415 IEc 10:i5 x 76 * 103 x 179 165 86 151 82 316 163 10:30 x 58 $ 78 x 136 196 70 168 91 36' 161 10:45 * 55 * 82 x 137 182 49 205 76 387 125 1!:00 x 57 x 61 x 118 198 59 175 73 373 132 11:15 * 57 x 69 * 126 175 62 194 88 369 150 11::0 * 39 x 62741 182 51 159 35 °4! 2: !1:45 x 50 x 53 x 108 208 53 193 ba 401 ll� TGTALS x 5920 x 6875 x 12795 4198 7136 4156 8116 8354 15252 DAY TOTALS 5920 6875 12795 11334 12272 23605 # TOTAL x 46.3 * 53.7 50.3 46.8 49.7 53.2 PEAR HOUR * 2:15 x 5:15 * 3:45 1!:00 3:30 1:45 3:45 10:30 3:45 YCLU"E * 816 * 909 x 1691 763 852 146 912 1493 ; .- ,ci P = x n q4 x n ao x n 011 n a1 n ca n oe_- 91,._.-n s_ f SITE CODE 00000006 STOP & SHOP PAGE: 2 Location BOSTON ST. EAST OF HOWLEY ST.. FILE: =.r.T!2 Weather CLEAR Operator ANS DATE: 121'29/92 --------------------------------------------------------------------------------3333----- ---- -------- TIME ------ Ch 1 ------- ------ Ch 2 ------- ----- COMBINED DAY: TJ-SD.AY BEGIN AM PM AM PM AM PM ----------------------------------------------------------------------- 12:00 32 197 48 185 80 382 12:15 43 210 47 212 90 422 12:30 35 191 33 185 68 376 12:45 31 141 197 795 26 154 227 809 57 295 424 1604 1:00 26 209 24 193 50 402 1:15 20 194 19 201 39 395 1:30 17 214 11 209 28 423 1:45l5 78 203 820 U 69 191 794 30 i47 394 1614 2:00 7 181 11 200 18 381 2:15 12 206 4 243 16 449 2:30 7 175 10 229 17 404 2:45 5 31 168 730 6 31 182 854 11 62 3350 1584 ' 3:00 8 175 10 234 18 409 3:15 12 203 5 199 17 402 3:30 9 195 7 208 .16 403 3:!.5 12 41 241 814 2 24 234 875 14 65 475 1689 4:00 8 206 9 209 17 415 4:15 4 210 5 240 9 450 ' 4:30 13193 7 229 20 422 4:45 16 41 192 801 9 30 205 883 25 71 397 16?4 5:00 22 192 11 190 33 382 19 165 15 231 34 396 5:30 19 191 17 203 36 394 5:45 40 100 174 722 30 73 219 843 70 173 393 1=ci 6:90 64 197 42 203 106 400 6:15 72 148 49 235 121 383 6:30 80 139 75 218 155 357 6:45 125 341 146 630 132 298 190 846 257 639 336 1476 7:00 124 166 168 161 292 327 ' 7:15 123 145 122 161 245 306 7:30 146 134 145 146 291 280 7:45 164 557 116 561 187 622 131 599 351 1179 247 1!60 1 8:00 175 110 208 140 383 250 8•!' 163 90 188 119 351 209 8:39 171 98 163 114 334 212 8:45 177 686 92 390 181 740 124 497 358 1426 216 857 1 9:00 171 93 192 103 363 196 9:15 175 87 149 138 324 225 9:30 171 99 153 118 324 217 9:45 154 671 86 365 166 660 141 500 320 1331 227 865 10:00 205 78 210 108 415 186 10:15 165 86 151 82 316 163 10:30 196 70 168 91 3.64 161 10:45 182 748 49 283 205 734 76 357 387 1482 125 640 11:00 198 59 175 73 373 132 11:15 175 62 194 88 369 150 11:30 182 51 159 35 341 86 11:45 206 763 53 225 193 721 63 259 401 1,484 116 484 TOTALS 4198 1136 4156 1116 8354 15252 DAY TOTALS 11334 12272 23606 SPLIT ; 50.3 46.8 49.7 53.2 PEAK HOUR 11:00 3:30 7:45 3:45 10:30 3:45 VOLUME 763 852 746 912 1493 1762 P.H.F. 0.92 0.88 0.90 0.95 0.96 0.93 SITE CODE 00000006 STOP & SHOP AOE; 3 Location 80STON ST. EAST OF HOWLEY ST., FiIE: AST12 Weather CLEAR rator ANS OP------ ------ --------------------------- -------------------------------------------------- ------------------ - !- -----2 T?ME ------- Ch 1 ------- ------- Ch 2 ------- ---- COMBINED ----- DAY: WEDNESDAY BEGIN AM PM Al PM AM PM 12:00 40 189 40 179 80 368 12:15 37 201 42 202 79 403 12:30 26 172 42 200 68 372 12:45 43 146 205 767 26 150 168 749 69 296 313 15!6 1:00 30 179 33 249 63 428 1:15 34 200 30 206 64 400 1:30 19 212 24 187 43 y9' 1:55 14 97 199 790 11 98 200 842 25 195 399 ---- 2:00 8 199 18 220 26 419 2:15 15 170 15 213 30 383 2:30 6 !82 9 195 15 377 2:4S 1! 40 192 743 9 51 216 844 20 91 4U0 L?' 1 3:00 16 175 5 210 21 36S 3:15 15 180 14 202 29 382 3:30 7 210 6 199 13 409 3:45 11 49 229 794 8 33 244 815 19 82 473 1615 4:00 12 209 !0 251 22 460 4:15 8 211 9 236 17 447 4:30 13 210 15 232 28 45_ 4:41 !9 51 203 833 12 46 220 939 30 91 423 1772 5:00 18 192 20 218 38 410 5:!5 16 200 13 202 29 402 ' 5:30 23 206 23 212 46 418 5:45 37 94 196 794 25 81 220 852 62 175 416 1S1- 6:00 45 182 46 209 91 391 6:15 76 198 44 205 120 403 6:30 83 156 60 204 143 360 6:45 125 329 169 705 128 278 182 800 253 607 351 !101 7:00 157 139 143 113 300 312 7:!S 128 125 132 174 260 299 7:30 147 118 142 158 289 276 7:45 127 559 137 519 183 605 1S0 651 315 1164 297 !17- 1 8:00 151 102 209 114 360 256 8:15 165 132 186 139 351 271 8:30 156 96 158 128 314 224 8:45 147 619 107 437 180 733 135 556 327 1352 242 99; ' 9:00 169 88 171 120 340 208 9:15 145 94 148 111 293 205 9:30 147 92 153 135 300 227 9:45 173 634 83 357 162 634 111 477 335 1268 194 834 10:00 177 77 182 97 359 174 10:15 158 45 169 125 327 170 10:30 180 55 149 98 329 153 10:45 177 692 68 245 168 668 87 407 345 1360 115 6S2 11:00 193 66 172 81 365 147 11:15 203 53 175 62 378 115 11:30 187 52 183 67 370 119 11:45 162 745 52 223 192 722 65 275 354 1467 117 498 TOTALS 4055 7207 4099 8251 8154 15458 ' DAY TOTALS 11262 12350 23612 SPLIT % 49.7 46.6 50.3 53.4 SITE CODE 00000006 STOP & SHOP PAGE: 3 Location BOSTON ST. EAST OF HOWLEY ST. FILE: ART123 Weather CLEAR Ocerator : ANS DATE: 1(02(93 ------ TIME ------- Ch 1 ------- ------- Ch 2 ------ ----- COMBINED ----- DAY: SATURDAY BEGIN AM PM AM PM AM PM ---- -- -------------------------------------------------------------------------------------3-^--------------------- 12:00 39 793 31 169 ]6 36. 12:15 36 205 35 196 71 401 12:30 46 193 46 202 92 395 12:45 35 156 202 793 32 150 194 761 67 306 396 1554 1:CO 39 198 33 196 72 394 1:15 30 189 26 175 56 364 1:30 25 190 19 192 44 382 1:45 19 113 171. 748 15 93 198 151 34 206 369 1509 2:10 19 192 30 200 49 392 2:15 22 177 15 173 37 350 2:30 1! 177 14 216 25 393 2:45 17 69 161 707 10 69 209 798 27 138 370 3:010 8 138 8 159 16 297 0:15 5 176 2 186 7 362 3:50 175 13 203 18 378 3:45 24 171 660 6 29 228 776 12 53 399 -1176 -_ 4:00 10 179 9 225 19 404 4:15 7 143 6 201 13 31. 4:30 15 149 2 21411 363 ' 4:45 13 45 155 626 12 29 181 821 25 74 336 !"-17 5:00 11 153 6 178 17 33! 5:!5 11 148 it 176 22 324 5:30 18 147 11 184 29 331 5:45 35 75 137 585 18 46 190 728 53 121 327 '3!3 6:00 35 166 28 184 63 350 0:15 31134 25 171 56 304 ' 6:30 Al 127 43 146 84 273 6:45 51 158 160 587 61 157 167 667 112 315 327 1254 7:00 48 141 51 169 99 310 ' 7:15 53 130 41 150 100 280 7:30 83 144 70 131 153 275 7:45 85 269 119 534 65 233 138 588 150 502 257 1122 8:00 80 109 79 124 159 233 8:!5 76 90 85 113 163 203 8:30 100 111 88 97 188 208 8:45 111 369 87 397 100 352 94 428 211 721 151 825 ' 9:00 117 142 92 136 209 278 9:15 137 125 110 166 247 291 9:30 143 133 9! 130 234 263 9:45 140 537 102 502 124 417 100 532 264 954 202 1034 ' 10:00 166 95 125 94 291 189 10:15 195 102 138 97 333 199 10:30 183 91 160 89 343 180 ' 10:45 202 746 71 359 174 597 101 391 376 1343 172 7":0 11:00 183 99 173 104 356 203 11:15 206 73 143 70 349 143 11:30 232 73 181 72 419 145 ' 17:45----_--_--_211_-_-836-_-__--__13--__318-_-_-___196----6-9---_-----61 307----_---411-__1535-_--_---104 625 -_-- TOTALS 3397 6816 2871 7548 6268 14364 DAY TOTALS 10213 10419 20632 SPLIT % 54.2 47.5 45.8 52.5 ' PEAR 1111 11:00 12:15 11:00 3:45 11:00 12:15 VOLUME 936 798 699 868 1535 1586 P.N.F. 0.90 0.97 0.89 0.95 0.92 0.99 ' SITE CODE 00000006 STOP 6 SHOP PAGE: 4 Location BOSTON ST. EAST OF HOWLEY ST. FILE: A.RT123 dezther CLEAR O,eretor ANS ----------------------------------------------- --- --DAT --------- TIME ------- Ch I ------- ------- Ch 2 ------- ----- COMBINED ----- DAY: SUNDAY BEG 0-0 ------- 51 AM--------------157-PMAM PM AM P ----------------56M ---------------121-------------------107---------------------------------------- 12:C0 27E 12:15 63 161 51 134 114 295 ' 12:30 43 149 44 137 87 286 12:45 59 216 162 629 55 206 137 529 114 422 299 1158 1:00 42 147 60 143 102 290 1:1, 46 157 40 153 86 310 1:30 37 148 34 167 71 3!S 1:45 31 156 137 589 27 161 168 631 58 317 305 .2213 2:00 32 152 22 167 54 319 ' 2:15 23 176 26 178 49 354 2:30 15 151 1! 170 26 321 2:45 18 88 149 628 18 77 185 700 36 165 334 1320 3:00 5 149 16 175 21 324 3:15 14 137 14 166 28 303 3:30 10 131 7 197 17 328 3:45 14 43 138 555 8 45 165 703 22 88 303 128 4:130 8 168 8 164 16 332 4:15 9 148 6 152 15 300 4:30 4 152 2 166 6 318 4:45 7 28 125 593 8 24 181 663 15 52 306 1256 5:00 8 134 12 184 20 310 5:11 8 122 12 154 20 276 5:30 15 116 4 136 19 252 5:45 16 47 113 485 11 39 164 638 27 86 277 1123 6:00 15 142 14 149 29 29! 6:15 14 95 !1 153 25 248 6:30 29 104 33 142 62 246 6:45 32 90 102 443 36 94 133 511 68 184 235 1020 7:00 32 85 38 103 70 188 ' 7:15 41 84 35 108 76 192 7:30 41 80 33 106 74 186 7:45 52 166 101 350 39 14S 91 408 91 311 192 758 8:00 48 90 46 99 94 189 — 8:15 57 93 50 111 107 204 8:30 51 77 50 73 101 150 8:45 74 230 86 346 64 210 80 363 138 440 166 709 9:00 72 70 73 82 145 152 9:15 86 78 1S 92 161 170 9:30 96 42 87 80 183 122 9:45 130 384 45 235 86 321 51 305 216 701 96 540 10:00 91 41 93 48 184 89 10:15 88 23 88 56 176 79 10:30 105 44 92 55 197 99 10:45 94 378 37 145 81 354 48 207 175 732 85 3" 11:00 107 43 104 51 211 94 11:15 135 37 102 52 237 89 ' 11:30 153 40 121 19 274 79 11:45 155 550 30 150 136 463 26 168 291 1013 56 313 ----- ------ •----- ------------------ ------ -------------------- TOTALS 2376 5148 2139 5892 4515 11040 DAY TOTALS 7524 8031 15555 SPLIT $ 52.6 46.6 47.4 53.4 PEAR HOUR 11:00 12:00 11:00 2:45 11:00 2:15 VOLUME 550 629 463 723 1013 1333 P.H.F. 0.89 0.97 0.85 0.92 0.87 0.94 SITE CODE 00000006 STOP & SHOP PAGE: 3 Location BOSTON ST. EAST OF HOWLEY ST. FP F: PRT123 Weather CLEAR Operator ANS ---------DATE: 1/04, 91-- TIME MONDAY- 4 Ch 1 Ch 2 COMBINED TUESDAY- 5 : Ch 1 Ch 2 COM2 1HE) BEGIN AM PM AM PM AM PM AM PM AM PM AM PM -----------------------------7---------------1-9-9--------5-0----3-0------------------------ --•--—--------------------------------------------V----VcL------- !2:00 28 111 22 149 50 370 32 191 29 191 �1 ''" 12:15 22 182 29 191 51 373 20 163 30 195 50 358 1 12:30 18 169 16 182 34 351 17 209 26 152 43 361 12:45 18 179 32 193 50 372 28 186 15 159 43 343 1:00 21 191 17 213 38 404 10 196 24 180 34 376 ' 1:15 11 190 16 202 27 392 12 167 15 193 27 360 1:30 9 161 7 225 16 386 9 Ill 15 171 24 3:9 1:45 7 160 10 184 17 344 6 186 11 188 17 374 2:00 6 193 6 196 12 399 8 210 5 196 13 406 2:15 6 196 8 199 14 395 8 182 10 188 18 !70 ':30 6 205 5 211 i1 416 9 164 5 214 14 2:45 7 153 10 195 17 348 11 201 8 223 19 ' 3:00 12 225 B 152 20 417 10 206 9 177 19 iii 3:L 8 161 7 228 15 389 2 195 7 221 9 3:30 6 219 7 240 i3 453 10 221 5 221 15 4;2 3:45 7 213 8 214 15 427 10 187 9 210 !9 39% 4:00 206 4 251 !8 457 9 204 5 231 -- 14 _ 4:15 11 177 9 245 20 422 15 206 15 217 30 17 227 18 237 35 464 19 213 14 223 33 436 21 193 13 190 34 383 16 184 18 229 34 413 5:00 25 214 25 231 50 445 23 214 8 244 31 4_c 5:15 30 200 19 211 49 411 28 228 21 239 49 467 30 49 185 34 243 83 428 39 179 28 211 67 5:1.5 64 186 58 201 122 387 50 193 50 222 100 6:^0 93 182 73 241 166 423 98 172 S6 216 154 6:i5 98 168 75 211 173 379 95 135 73 216 - :- 6:30 150 145 155 202 305 347 154 169 120 201 274 30 6:45 152 153 171 171 323 324 137 166 141 170 27E 33c 7:00 139 154 153 148 292 302 148 142 159 165 307 307 7:15 194 131 159 165 353 296 156 126 182 170 338 296 7:30 204 119 213 133 417 252 188 129 225 160 2"0 7:45 209 96 256 137 465 233 179 113 207 139 386 -__ 8:00 212 116 200 121 412 237 196 118 220 111 416_ 229 - 2:13 178 109 185 123 363 232 112 84 221 114 393 !98 8:30 152 101 217 113 369 214 144 107 211 92 35S 199 8:45 i64 79 206 103 370 182 165 85 206 97 371 1- 9 0 0 ._400 179 110 189 138 367 248 170 82 195 130 36S 212 9:1: 176 83 180 109 356 192 128 96 159 108 28% 90- 4:30 180 76 164 81 344 157 158 76 178 88 336 !6' 9:45 198 59 174 99 372 159 153 77 179 92 332 169 10:00 138 76 165 79 303 155 142 95 133 93 275 125 10:15 176 54 168 79 344 133 140 63 167 72 30% 135 !0:30 180 50 162 64 342 114 167 47 156 75 323 122 10:45 174 40 168 54 342 94 146 57 142 73 288 130 11:00 161 45 195 62 356 107 146 53 178 66 324 119 11:15 191 29 175 52 366 81 152 61 153 64 305 125 !1:3C 194 39 169 49 363 88 162 31 163 58 325 a 11:45 190 35 180 27 37062 164 26 172 43 336 69 ----- ----------------------------------- --------------- -------------------------- T DIALS 4504 6805 4540 7834 9044 14639 4061 6966 4378 7714 8439 14620 DAY TOTALS 11309 12374 23683 11027 12092 23119 TOTAL 49.8 46.5 50.2 53.5 48.1 47.5 51.9 52.5 PEAK HOUR 7:15 4:30 7:45 4:30 7:30 3:45 7:30 4:30 7:30 4:30 7:30 4:30 VOLUME 819 834 858 9SO 1657 1770 735 839 873 935 _ 1608 17',4 0.97 0.92 0.84 0.9S 0.S? 0.95 0.94 0.92 0.'97 0.06 0.07 SITE CODE 00000006 STOP d SHOP PAGE: 2 Location BOSTON ST. EAST OF HOWLEY ST. FILE: Weather CLEAR Operator ANS DATE: 1/0919: TIME ------- Ch 1 ------- ------- Ch 2 ------- ----- COMBINED ----- DAY: SATURDAY BEGIN11PM ---------------AM PM AM PM - --3333------------ ------------------------------------------------------------------------- 12:00 59 185 72 ISO 131 335 12:15 Si 199 47 195 98 394 12:30 44 188 54 202 98 390 12:45 41 195 205 777 41 214 185 732 82 409 390 ISO? 1:00 48 206 62 195 110 401 1:15 40 146 45 197 85 343 1:30 31 185 30 205 61 390 1:45 26 145 176 713 29 166 158 755 55 3i1 334 146? 2:00 iS 165 22 194 37 359 ' 2:LS 14 194 27 185 41 379 2:30 25 171 25 207 50 37E 2:45 19 73 155 685 2i 9S 181 767 40 168 336 1452 3:00 9 168 11 189 20 357 3:15 12 161 12 214 24 38i 3:30 9 181 6 199 15 380 3:45 7 37 180 696 5 34 199 801 12 71 379 14c7 4:00 7 142 9 206 16 348 4:15 8 142 4 190 12 332 4:30 11 130 3 171 14 307 4:45 10 36 136 550 12 28 1660 733 22 64 296 1253 5:00 18 152 !2 188 30 3340 5:15 12 129 13 179 25 305 5:30 25 140 19 167 44 307 ` 5:45 29 84 138 559 23 67 167 721 52 151 3:5 6:G0 45 144 15 170 60 3!4 6:i5 39 12! 24 1.54 63 275 6:30 62 115 56 165 118 230 6:45 75 221 115 495 74 169 174 663 149 390 289 7:00 64 122 64 132 128 254 ' 7:15 55 110 76 172 131 282 7:30 69 113 93 157 162 270 7:45 96 284 108 453 84 317 146 607 180 601 254 1060 8:00 91 96 83 108 174 204 - — 6:15 67 93 102 131 189 224 6:30 106 90 85 97 191 187 5:45 113 397 85 364 1O5 379 127 463 222 7-r6 212 827 9:00 103 87 114 87 217 174 9:15 151 78 125 107 276 185 9:30 157 75 126 107 283 182 ' 9:45 159 570 85 325 127 492 99 400 286 1062 184 72S 10:00 166 72 154 105 320 177 10:15 174 58 159 94 333 1,52 10:30 181 79 157 104 338 183 10:45 200 721 62 271 195 665 86 391 395 1386 150 662 11:00 174 55 174 101 348 156 li:15 161 73 172 91 333 164 ' 11:30 199 61 224 94 423 161 !1:4i 185 119 65 260 196 766 72 358 381 1485 137 618 ------ ------- 3333-- ------ ------- ------ --------- ---------- TOTALS 3482 6148 3392 7391 6874 13539 ' DAY TOTALS 9630 10783 20413 SPLIT $ 50.7 45.4 49.3 54.6 ' PEAK HOUR 10:45 12:15 11:00 3:15 10:45 12:15 VOLUME 734 798 766 818 1499 1575 P.H.F. 0.92 0.97 0.85 0.96 0.89 0.98 SITE CODE 00000006 STOP 6 SHOP PAGE; 2 Location BOSTON ST, EAST OF HOWLEY ST. FILE: Weather CLEAR Operator ANS DATE- 1(10/93 TIME SUNDAY-10 Ch i Ch 2 COMBINED MONDAY-11 Ch 1 Ch 2 COMBINED BEGIN AM PM AM PM AM PM AM PM AM PM AM PM ------------------------------------------------------------------------------------------------------- -.7.7.7.7----------------- 12:00 65 145 60 118 125 263 24 166 29 191 53 357 12:15 55 138 56 128 111 266 15 195 27 174 42 369 12:30 43 142 60 149 103 291 18 184 21 169 39 353 12:45 60 150 64 157 124 307 19 166 17 188 36 354 1:00 38 152 49 171 87 323 19 178 19 195 38 373 1:15 29 171 46 168 75 339 4 179 9 197 13 376 1:30 26 139 30 141 55 280 12 191 10 199 22 390 1:45 22 156 31 167 53 323 6 150 11 208 17 350 2:00 26 158 39 150 65 308 5 220 3 200 8 42C 2:15 14 131 24 154 38 285 7 219 14 218 2i 437 2:30 16 142 21 157 37 299 7 168 10 222 17 390 2:45 13 139 16 145 29 284 11 174 4 211 3:00 14 132 16 167 30 299 1i 20? 5 212 16 3:15 10 131 14 195 24 326 5 181 3 191 3:30 6 132 10 140 16 272 4 204 2 220 3:45 10 11.2 3 196 13 303 7 227 6 217 13 ' 4:00 4 126 5 165 9 291 4 200 5 221 9 '21 4:15 6 110 11 127 17 237 5 175 6 266 1! 4=: 4:30 9 122 5 147 14 269 14 190 23 236 37 426 4:45 6 146 9 172 15 318 25 245 11 218 36 4c1 5:00 9 139 16 140 25 279 22 206 17 210 39 4!6 5:15 16 107 8 154 24 261 22 181 18 239 40 5:30 10 129 14 144 24 273 40 206 27 226 67 472 5:45 19 106 8 143 27 249 63 162 45 206 10E 6:00 14 105 15 149 29 254 79 172 59 212 138 6:15 23 114 16 159 39 273 90 156 71 206 iS: 3':' 6:330 20 108 31 142 51 250 130 145 130 211 260 .:. 6:45 21 85 46 123 67 208 146 164 188 200 33- 7:00 25 85 28 132 53 217 149 143 150 165 299 308 1:15 31 98 27 99 58 197 179 154 170 155 349 30? 7:30 48 65 53 110 101 175 188 128 206 156 3'-4 Y% 7:45 47 79 42 85 89 164 209 104 209 128 '.'3 232 8:00 39 67 51 92 90 159 170 106 235 105 405_ 211 _ 8:15 43 87 42 102 85 189 185 90 198 100 333 130 8:30 60 74 45 88 IDS 162 152 93 212 10436'. 197 8:45 63 75 76 91 139 166 161 18 245 110 406 1" ' 9:00 70 64 74 97 144 161 128 86 192 107 .7720 !93 9:1; 80 74 85 75 165 149 137 96 178 122 315 213 9:30 86 4! 86 70 172 111 151 91 166 78 317 163 9:45 86 40 107 76 193 116 157 57 169 87 31-4 17= ' 10:00 106 36 69 70 175 106 194 56 174 98 368 151. 10:15 91 35 90 48 181 83 145 64 143 87 239 !0:30 86 43 99 54 185 97 159 55 153 72 312 127 10:45 105 41 110 44 215 85 146 54 175 58 321 112 11:00 117 51 120 48 237 99 188 58 178 59 365 117 11:15 113 32 105 47 216 79 15! 38 174 52 325 90 11:30 138 29 114 35 252 64 173 36 172 46 3=5 92 11:45 ----------------161------ 116 37 283 69 --------------------.-192 ---27 --- 34 --- 61 --...--- .7.7.7.7-------------------------- ------------- ------------------------ TOTALS 2205 4815 2262 5768 4467 10583 4128 6825 4467 7786 8595 14611 DAY TOTALS 7020 8030 15050 10953 122533 23206 % TOTAL 49.4 45.5 50.6 54.5 48.0 46.7 52.0 53.3 PEAK HOUR 11:00 1:15 11:00 3:00 11:00 1:00 7:30 4:45 8:00 4:00 7:30 4:00 VOLUME 535 624 455 698 990 1265 752 838 890 941 1600 1731 P.H.F. 0.80 0.91 0.95 0.89 0.87 0.93 0.90 0.86 0.91 0.88 0.96 0.95 ' SITE CODE 00000006 STOP d SHOP PAGE; 3 Location BOSTON ST. EAST OF HOWLEY ST. FIiE: Weather CLEAR Operator ANS DATE1!12103 __ TIME TUESDAY-12 : Ch 1 Ch 2 COMBINED WEDNESDAY-13 : Ch 1 Ch 2 COMBLNED BEGIN AM PM AM PM AM PM AM PM AM PM AM PM 12:00 21 149 23 222 44 421 35 191 40 106 75 303 12:15 18 173 29 212 47 385 26 218 41 136 67 354 12:30 23 161 34 177 57 338 25 212 36 137 61 3=9 ' 12:45 17 165 20 232 37 397 22 202 31 152 53 3==. 1:00 18 199 15 190 33 389 19 227 22 149 4! 375 1:15 7 200 16 176 23 376 9 229 11 149 20 378 1:30 9 187 13 185 22 372 10 211 22 84 32 295 1:45 10 171 7 192 17 363 10 209 15 106 2s 3'5 2:00 12 169 5 199 17 368 8 254 6 87 2:15 6 179 9 179 15 358 5 248 10 59 15 -.I- 2;30 9 194 12 196 21 390 7 252 5 722 2:;5 12 185 7 229 19 411 7 244 12 109 !9 -' 3:C0 11 208 6 239 17 447 15 226 6 145 2i : _ 3 ! 1 164 6 226 13 390 4 244 1 1:8 5 3:30 12 212 6 211 18 423 9 245 5 146 3:55 11 193 8 199 19 392 12 266 5 142 ' 4:00 7 193 9 245 16 438 3 213 5 160 5 ,-_ 4:i5 8 210 7 249 15 459 11 216 11 i62 4:30 17 190 6 223 23 413 10 228 11 154 21 4;45 24 206 13 236 37 442 24 205 12 i53 33 3E8 ' 5:09 30 199 18 253 48 452 22 173 16 170 5:15 24 196 34 261 58 457 35 214 29 194 43 193 34 216 77 409 32 177 30 146 5:45 73 171 57 249 130 420 54 220 61 145 !!_ 6:00 78 178 47 226 120' 404 89 190 56 146 103 155 76 224 119 379 103 147 51 130 kJ 6:30 139 153 140 176 279 329 137 136 117 115 Z"4 6:45 153 142 176 182 329 324 149 95 171 128 X20 7:00 134 123 164 152 298 275 134 95 128 105 262 205 7:15 179 126 178 175 357 301, 179 87 141 138 320 22' ' 7:30 169 142 220 125 389 261 175 87 146 85 321 ! 7:45 201 98 264 122 465 220 i95 111 1.69 45 364 8:00 177 109 218 133 395 242 165 132 142 28 307 _ 150 ' 8:15 184 103 190 114 374 217 138 99 167 47 10_ 8:30 159 85 218 119 377 204 106 118 207 !6 317 ! = 8:4: 162 85 219 99 381 184 106 118 181 31 28•r .-. ' 9:00 169 80 171 123 340 203 134 104 137 50 27` t`1' 9:15 171 81 145 123 316 204 202 107 86 38 2s° 9:30 143 77 164 103 312 180 217 79 34 52 251 131 9:45 161 72 187 124 348 196 227 59 28 60 2E5 1!9 ' 10:00 164 98 168 84 332 182 206 58 25 56 231 1!1 10:15 137 59 176 77 313 136 218 63 !9 36 231 10:30 173 54 183 73 356 127 204 84 18 25 222 105 10:45 190 44 164 63 354 107 182 65 78 26 260 91 111:00 187 46 174 48 361 94 195 57 80 14 275 7! 11:15 157 49 191 52 348 101 184 41, 80 32 264 73 11:30 185 41 184 42 369 83 219 4 104 7 323 !! lIl:Al----- --------------- 171 30 169 39 340 69 ----------------------196 - 108 0 30 4 0 TOTALS 4280 6747 4580 7994 8860 14741 4474 7466 2922 4612 7396 1107S DAY TOTALS 11027 12574 23601 11940 7534 19474 ro TOTAL 48.3 45.8 51.7 54.2 60.5 61.8 39.5 38.2 PEAR HOUR 7:30 3:30 7:30 5:00 7:30 4:15 9:30 2:00 8:00 4:30 7:15 3:15 VOLUME 731 808 892 979 1623 1766 868 998 697 671 1312 i50'. P.H.F. 0.91 0.95 0.84 0.94 0.87 0.96 0.46 0.9E 0.84 0.86 0.90 0.4: 'SITE CODE 00000006 STOP d SHOP PF. E: -t Location BOSTON ST, EAST OF HOWLEY ST. Weather CLEAR Ooerator ANS DATE: 1/10/53 TIME SUNDAY-10 Ch I Ch 2 COMBINED MONDAY-11 Ch 1 Ch 2 COMBINED BEGIN AM PM AM PM AM PM AM PM AM PM All Pill 12:00 65 145 60 118 125 263 24 166 29 19153 351 12:15 55 138 56 128 111 266 15 195 27 174 4? 35? 12:30 43 142 60 149 103 291 18 184 21 169 39 3:3 '12:45 60 150 64 - 157 124 307 19 166 17 188 36 1:00 38 152 49 171 87 323 19 178 19 195 38 373 1:15 29 171 46 168 75 339 4 179 9 197 li 316 ' 1:30 26 139 30 141 55 280 12 191 10 1911 2 1:45 22 156 31 167 53 323 6 150 ii 208 17 2:00 26 158 39 150 65 308 5 220 3 20n ' 2:!5 14 131 24 154 38 285 7 219 14 21 2:30 16 142 2. 157 37 299 7 16B In 229 !7 3f9 13 139 16 145 29 284 11 174 4 2!1 3:C9 14 132 16 167 30 299 li 207 5 21'[ 3:15 10 131 14 195 24 326 5 18! 3 151 3:33 6 132 10 140 16 272 4 204 2 210 3:45 10 11.2 3 196 !3 308 7 227 6 2 7 ' 4:00 4 126 5 165 9 291 4 200 5 221 ? =sl 4:i5 E 110 11 127 17 237 5 115 6 266 is 4:30 9 122 5 147 14 269 14 190 23 236 37 4:45 6 146 9 172 15 318 25 245 !1 218 36 5:00 9 139 16 140 25 279 22 206 17 210 5 15 15 107 8 154 24 251 22 181 15 2.3,9 5:30 1G 129 14 14a 24 273 40 206 27 220' 7 5:41 19 106 8 143 27 249 63 162 45 2;6 !?9 e'DO i4 105 15 149 29 251: 79 172 59 212 5:!5 23 114 lc 159 39 273 90 155 71 206 6:30 20 108 31 142 51 250 !30 145 130 211 6:45 21 85 46 123 67 208 146 164 188 200 7:00 25 85 28 132 53 217 149 143 150 165 715 31 98 27 99 58 197 179 154 170 155 ?49 :30 48 65 53 110 101 175 188 128 206 156 72'- 7:45 47 79 42 85 89 164 209 104 209 128 8:00 39 67 51 92 90 159 170 106 235 105 4n:- 2t. - ' 8:1; 43 87 42 102 85 189 185 90 198 !n0 383 8:30 60 74 45 88 !05 162 152 93 212 104 3c4 8:45 63 75 76 91 139 166 161 75 245 110 466 ._- ' 9:00 70 64 74 97 144 161 128 86 192 107 320 4 9:15 80 74 85 75 165 149 137 96 178 122 9:30 86 41 86 70 172 111 151 9i 166 78 7 16: 9:45 86 40 107 76 193 116 157 57 169 87 10:00 106 36 69 70 175 106 194 56 174 93 3;8 1:1 10:15 91 35 90 48 181 83 145 64 143 87 288 10:30 86 43 99 54 185 97 159 55 153 72 7-1 ' 10:45 105 41 110 44 215 85 146 54 175 58 321 !L 11:00 117 51 120 48 237 99 188 58 178 59 3141 1i% 11:15 113 32 105 47 218 79 15! 38 174 52 325 50 11:30 138 29 114 35 252 64 173 36 172 46 3=3 82 11:45 161 32 Ile 37 283 -69----------- ----------192 ---27 118 34 --- -- TOTALS 2205 4815 2262 5768 4467 10583 4128 6825 4467 7786 8"r'.5 !4111 ' DAY TOTALS 7020 8030 15050 10953 12253 23206 Y TOTAL 49.4 45.5 50.6 54.5 48.0 46.7 52.0 53.3 ' PEAK HOUR 11:00 1:15 11:00 3:00 11:00 1:00 1:30 4:45 8:00 4:00 1:39 4:On VOLUTE 535 624 455 698 990 1265 752 838 890 941 1600 !75' i r,,;rr:� ,ovn i.,v vnui•.n v� ' HOURLY. 2 CHANNEL VEHICLE COUNT _REFERENCE: Peebed�, M 1 COP.RECTION FACTOR: 1.00 LOCATION : Main St.. bet. Holten& Pieroont FILENAME: MAINIPEA WEATH" mixed WEEK OF MONDAY 1 14 I SE OPERATOR : RCL ------------------------------------------------------------------------------------------------------------------------------------ HK!!% MONDAY E TUESDAY 5 WEDNESDAY 6 THURSDAY 7 FRIDAY 2 SATURDAY 9 SUNDAY 10 WEE�04Y AVEFA'.= ' .; ;--- -W E p A -----I-- ` —----- WW E ------------ - --------a -------- ---------- - i AM ' , , , 143 152 210 233 243 255 143 11 ?1 142 164 122 173 71 2 ' 42 40 59 92 54 99 42 '] , _ , x 42 40 32 35 32 49 4' 0 7 3c 21 33 36 7o 57 , ion 133 rg .n SS 44 1cT u: 537 432 220 190 104 124 x x 2:! 9i. 3a j4_ 174 tn4 21! _.. 46,- 1C7 2j2 241 - , £1i FSP 452 7c9 .. .-. 799 .-. 747 2E- ... 713 3 x . , , , , 53 - - 2xa u- 7,0 7:" x x z 261 c2; cA_J 73� 794 z x •- a; )v'; an-, ;i_2 i75 1; 42 z . z '1119 9:'3 901 9L:} F.n4 73.9 ' ' _ a :67 SCi A1� 5S9 AA^ 497 616 1577 .-. ... 42} ... 367 77 ?rr,>l; , x 7859 2067 1314 13100' 10910 10942 loot 1975 UC04 129E°' COMBINED TOTALS --------------------------------------------------------------z------------------------------------------------- 1.•x------ _V x x ' 15 312 295 ..- ' 2--' 15i 152 :2 - - ? ?? 73 27 2 4I X1^S c0 60 !+v r: 16 100 '--E ' x 1023 6A7 324 :020 x x ib F.A% ?t 33F 1676 g5: 493 c x ' 7324 1169 717 1324 • x , .. � 1326 1'77 ?4! 13:= 1! 1752 1500 z .5':' 1/161 ' 1 15 m 1531 15,49 t0,7 2 1542 Pit 1!06 1577 x , , 174} 1?3O 157E 179' ' 1875 i'-n4 1393 ' 12:0 5 , 1212 1204 134' x 1902 5 1545 1553 1225 1550 7 1205 1220 1113 1213 061 1036 950 999 a , alp. 29C 779 ' 90� to , 625 773 773 ' 704 P 449 619 662 , ------------------------------------------------------------------- Tr: HOURLY, 2 CHANNEL VEHICLE CONK -ERENr E; Reabrndi. MA. 5 CORRECTION FACTOR: 1.012 LOCATION : Walnut St., West of Caller 5`.. FILENAME: WALNUTIP WEATHER mixed WEEK OF MONDAY I 1 4 i 93 -------- • RATOR -CI --__ - - HOUF MSunAY 4 TUESDAY 5 WEDNESDAY 5 THURSDAY 7 FRIDAY 3 SATURDAY 9 SUNDAY 10 WEEKDAY A'icRA6E g*GIN` W E W E W r W F W F W W F tW ______F________;____________________;__________ 12 AM , . , 29 4; 55 77 5E 72 20 4. 2t 4 41 F.6 50 67 2t " 22 "9 34 31 35 %2 •%� 21 22 16 27 30 31 21 _ 4 , , . • * 31 25 27 27 25 27 31 2� ' x x 47 46 2j 31 27 15 47 E5 ' 141 737 4j c4 3; t7 t4% _. 266 77 115 65 ;-+ _.•, __. 17; 1014 07 x1- 2"' 243 i?' 167 x 46 3 ,M e331 37 K. 411 175 re [ 37 462T x1=-1 413 233 25i 46. 39£ 351 123 230 , [ 3711 [ .40 2.SC, .222 14a 1^, 1.1 :::, 12a 17 IE; 1`^ ..: 11. .._ 101 „•_ [ ,: 1 r'4 114 • [ 1.:£ Ai ------- - -------------------------------------- -- - D --------------------------------------------------------------- �f;5 2099 :q4ci2 5123 3271 3036 60:4 594 4?9? OCMgiNED SOTALS ____;_____________;_______-_______________________ A 74 1x2 130 ?+ 74 1n 117 74 42 43 61 43 57 54 5. 9: 43 ' [ [ 27g t0a 12 273 ? 517 19^ 1^, 517 . 540 354 197 540 • • ' , 519 430 33S 51a 670 702 533 : [ 706 5n1 ' 7n6 1 [ 734 572 ` 134 7£5 £57 793 503 82b 370 379 - ' ?Ga 749 413 ' 7N 520 421 357 51. ? 340 .366 302 353 245 249 212 247 .3i 259 220 ` 245. . L 189 229 163 209 ' 1. 1?2 155 15 --- 6 ?n'._: 0-9a Sax, 7;.27 119'. ' HOURLY. 2 CHANNEL VEHICLE COUNT rr=ERENCE: Ftthod . MA. 3 CORRECTION FACTOR: 1.00 LOCATION HevleY St.. bet. Main 8 Walnut Sts. FILENAME: HOWIPEA WEATHER mixed WEEK OF MONDAY 1 14 ! 53 - OFERATOF ; RCL - HOUR MONDAY 6 TUESDAY 5 WEDNESDAY 6 THURSDAY 7 FRIDAY 8 SATURDAY 9 SUNDAY 10 WEEKDAY AVERAi_ ' ------N- .`, N S N N N S -------c------------5---- - ----------- -------u- AM " 19 40 25 64 25 23 ' 20 16 39 34 26 17 20 !4 29 8 17 11 5 ? 12 2 - 4 11 8 12 2 6 , • _ [ 13 5 17 5 15 3 13 54 44 31 14 16 12 64 x x , 16r. 137 50 44 23 19 ty6. 11 130 45 37 .1 157 -- > r , x 21] 123 _f,. 1,]? ' _.. ... - tA N4 751 : x 10' 133 !01 126 145 1]13 + rr 23• 151 2:0 1;7 1g-4 1 n 5 26' liG 152 172 109 225 !<- ' 2?5 14; 169 168 i40 95 ' - 269 14 213 125 1.31 96 x • , , x 17: 125 175 1_s ... 78 179 77 95 1 55 13� .. .. ... 59 E: 4 41 3' ____________________________________________________________________________________________________________________________________ 11333i_',? ]0y7t-^ 1681 X76 e 2i71," 2496 !:i' COMEINED TOTALS ' ! 42 73 69 42 34 73 41 36 2 1� 37 28 12 12 19 14 - Ii 22 13 1; 34 30 18 .1 , x , IOs G5 28 108 . ' 1 _ 3111 103 42 .303 ' ^07 13! 72 291 • 201 2n9 135 201 '63 2.87 153 263 '-! 334 313 ' "6 345 346 : 34q ' _ + 337 417 279 325 397 4!7 289 602 3 394 389 281 + 387 ` 417 417 246 ' 4L7 623 362 227 393 `- 299 301 183 ' 300 ' 206 233 184 ' 220 ' - 155 1.74 118 170 0 " 150 155 136 153 .. 94 121 117 102 79 95 101 87 ;OiALS 2935 4917 3840 523 49;. Ho: FLY. 2 CHANNELV'EHICLE COUNT 6EF°RENC`_: P=atoll?. Ma. ICORRECTION FACT 1.00 LOCATION : Caller Street. bet. Walnut 5 Main Sts. FILENAME: CALLER1 WEATHER : mixed_ WEEK OF MONDAY 1 ! G ,% 93 TOF I __--'_'----- --^C_ _____________________________________________________________________________________________________________ HOUF. MONDAY 6 TUESDAY 5 WEDNESDAY 6 THURSDAY 7 FRIDAY E SATURDAY 9 SUNDAY 10 WEEKDAY AVE:iAGc ' ?EO i.`+s S N S N S N 5 N :Y S N S N S !! ------------------------------------------------------------------------------------------------------------------------------------ ? AM • , , , , 20 17 27 31 39 14 2D 17 15 13 34 22 21 26 15 13 11 7 16 9 21 6 1! • , ` ' , 12 14 15 11 10 1_ 12 14 9 ii 3 2% ]C 17 12 0 2. l�. E4 S 47 33 22 13 94 61 77 .. - , , • , , l4i __ 15U 121, 14' .. x x 175 x . . . 1.7 163 145 lay r : 177 14: 17c i%e 1LL; Ica 1[•+ i83 135 121 102 ' --- -- ' 14 1?i 217 111 114 114 2D1 122 !3' 216 16c 126 1.08 , , - 14s 13- 157 144 92 S x , 94 1-_ ._O .r5 23 91 ir2 -7 7E 1 - 54 62 6f ' c1 T 74 A2 70 x , 44 64 ;n 4 47 55 x 37 --------------------------------____________________________________________________________________________________________________ ' Tr'sl_ • , ' 875• 7^•c 2343 1790 1%3E 1613 225 221 22c. 177: COMEI:NED TC:T4L_. ----------------------------------------------------------------------------- -------------`--------------------------------------- 12 _ i7 ;; 17 56 47 17 23 — . 20 27 22 6 1 20 la 17 _7 3S 29 10 69 19 ':10 7 x , 149 80 35 12. — 142 13 214 9 , ` 204 216 138 204 233 274 23; 282 322 310 3c_ 1 x 319 293 ` 319 319 223 31a 335 366 228 350 + ' ' 31; 325 234 , 34r 286 3111 1&6 ' 294 ' 204 215 174 210 7 , ' 192 133 130 1:3 112 143 1.32 122 a ' lOS 106 103 ` 107 1r 72 91 76 °3 ` 50 8. SO ' 66 -----------------F--------------<---------------------'---------------------' 4' 1674 1133 3.51 446 ,r,4 ' HOURLY. 2 CIANNEL VEHICLE COONT FE,-EnENCE: F?atadv lSaLrt� A COP.BECTION FACTOR: 1.00 LOCATION : Grov<. St., north of Walnut St. FILENAME: GFOVEIF WEATH�.F miyad WEEK OF MONDAY 1 ( 6 l 93 CP;RATOR : FCL ____________________________________________________________________________________________________________________________________ HOUn MONDAY 4 TUE_DAY 5 WEDNESDAY b THURSDAY 7 FiiDAY 8 SATURDAY 9 SUNDAY 10 WEEKDAY AVEFA6E ' BP;tiS N N ¢ N S N c N c N S N S N S --------------------------------------------------------------------------------------------------------------------------- 1' 2 32 7 27 12 14 2 9 : , x c 1 12 1 5 3 6 i i 3 2 5 1 2 0 3 2 1 2 ! 9 1! 3.9 ° 10 h 4 35 3E > , > _ • i16 1273E 30 16 7 114 ._ ' 7C71 t5 35 79 .. .. ._ 100 e7 142 7 7 if' 83 146 177 ill' qO ii9 aD ' ' 175 ._ ' > ° 2O5 q7 tq9 95 127 75 x 2O° qc ' 2'.4 q7 011 qa 1n; 54 223 ` 1'I 86 271. 82 E7 47 206 _. 7� ____________________________________________________________________________________________________________________________________ !3Si 62? 2,.c; 1246 15 ? 844 153 87 2163 COMBINED TOTALS -----------------I------------------------------I--------------------------------------------------------------------------------- 30 1S ' < 16 23 19 16 7 iT 8 7 2D 5 2 2? < 71 13 in .4 x n4. 6! 2' 261 2 i 1 88 4q 210 119 88 151 ' i•. > 159 167 19q (I 209 201 1 209 ,o z e x • 945 24! x 207 ^nn 218 ' 2n6 2 > 257 257 Ilq 262 • 302 2qn 203 > 296 *.31 304 199 321 _ g.T 3tx 134 290 133 219 lin 19q 127 196 IG4 141 1 x 113 :12 q2 11t ` q0 92 66 41 fii - , • x 58 74 68 < 66 1 33 72 n6 ---------------------------5•------- > x In�3 i 9107 %l 'p ' HOURLY, ? CHANNEL VEHICLE COUNT REFE2ENCE: S;!e,n. MA. 001010101 CORRECTION FACTOF: 1.01, LOCATION : @ridge Street, north of Boston Foad FILENAME: BR1ISALE WEATHEn mixed WEEx OF MONDAY 1 / 4 1 9: -------- nr-.ACO - RCL - --- --------------------------------------------------------------------------------------------------------- W?U MONODY 4 TUESDAY 5 WEDNESDAY h TA!',*iDA?' ? FFIOAY B SATURDAY 9 <llNDAY 10 WEKDAY AVEdA,= BEOINS N S N 5 N s N 5 N 5 N 5 N :J ------------------------------------------------ ----------------------------------------------------- s W 119 86 114 108 261 5�---__.._ 68 6E 103 58 1C3 3: °= 21 44 44 ;3 32 i? 21 44 3 9 14 11 19 20 25 9 14 7 21 26 32 64 96 32 50 11 35 __- 5?4 Sd9 1<,7 y24. c 157 402 480 27+ 358 133 27C 402 x ' 4<1 5r.2 37,377 543 .' 4107 506 389 ;10 ' ' x 4x 625 415 642 415 472 4 413 6Si 437 544 3111 44D 415 c09 444 539 290 442 93 57, 474 474 259 30, 304 376 i^7 3i➢. 2r, 4C 297 1�E 244 2.5 ' 1. 241 220 217 297 164 277 ' 14' 173 297 147 212 Lei " lD; 13.3 ,• ?4: -, - - --------------------------------------- ' 3143 467ay 8749 436@ 6957 542 10 + ^E ' Ei'7 COMEIMED TOTALS -------------------------------------------------------------------------------------------------------------------------------- !'t pc 2pp 3x.: ' 107 16' 161 1r : 65 102 7 - 58 43 2: 1a.n a^ 65 x 5103 1L7 ?1 503 970 357 357 97D 1093 44E 237 ti_^? > x 882 637 403 8^_ 1' ' 55 7S± xc 9I6 919 102': 950 ,723 899 n � . 2 L93 11087 alt igen 3 - 1054 1OF7 887 ' 1056 ' IN", 1081 751 10'4 5 " 1024 1033 732 ' 1029 :. 252 893 A,% 373 7 • " ' FFA 632 565 ' 6710 ' 8 j i 512 532 4„0 522 9 " 521 514 441 512 iO 375 470 359 423 ii , 279 339 384 ' 33: ------------------------------------------------------------ -------- TO-4!S ?445 15548 li,15. 1621 i5i9c. BDUFLY. 2 CHANNEL VEHICLE COUNT B_`FERENC`_: Salem. Ma. 3 CORRECTION FACTOR: 1.00 LOCATTCN : Highland AV-nue (Rt.107), South of May Street FTLENAME: HIGHISAL WEATH`_n ,zed WEEK OF MONDAY 1 i 4 / 9:; RCL --------r- RATOF. : ------------------------------------------------------------------------------------------------------------ HDUF. MONDAY 4 TUESDAY 5 WEDNESDAY 6 THURSDAY 7 FRIDAY 8 SATURDAY 9 SUNDAY 10 WEEKDAY AVEFAG: '.•,iNS N 5 N S N 5 N 5 N - SN S N S ,V ---------------------------------- 12 AM 110 99 170 147 159 160 14n e9 56 55 125 82 97 95 56 55 , SE 31 79 SE 73 15 46 31 3 22 27 45 23 33 29 22 27 51 17 27 29 21 22 51 17 115 98 GS 60 20 33 115 'a? 373 105 1.39 175 67 131 37; -- : 71'_ E,i2. 27R 211 143 "4 Tut 61_ 75--, A02 q4;] 4Si '.d4 316 722 :y )Q' 777 .-- Es _8i ,41 a51 7?, 122 E8° .S. 3 , 2 t016 at5 913 761 212 E63 9;-, T?'� !]r4 776 lilrc an; 610 547A,17 " 1'-' : , x 938 74r 1nOG 1E.i 613 6_i 969 75: A:O 513 573 s x f21 571 SA1 175 1 x , 631-. c . � iGi (. . 4a• i.9 'vg ' ' 41 407 363 162 34: -54 2i6 1y'. 943. s+7 oan _________________________________^__-_-___________________--_______________ ______--- 5650 5444 1.7320 11.55 986E 9020 1123 l"', 13'G; C'iMEINED TOTALS ----- 311 319 22 2 2 1, 207 193 111 77135 121 77 2 , � 49 (•? 62 1 49 ` OE 55 13 9: 214 UJE 53 214 1 2 777 314 257c.q 177 " 13A3 489 257 1393 1451 157 355 145i ` 1324 99E 630 1324 '.;i5 1329 1515 1639 1/Aj 163E 1705146E , 1705 1?14 1449 1714 16.4 173! 1410 1673 1531 1712 1175 ' 1:72 ` 1790 1511 1275 1798 101A 1761 1221 = 1720 1490 1452 1036 ' 1456 1197 1204 947 ' 1201 ono 69s. 900 ' 770 704 - 604 733 10 = 475520 531 !' 364 4E0 >L------------- -------------------------- -2,22134 13 v VANASSE AND ASSOCIATES Site Cade : 084L1PH PAGE: 1 N-S Street: Foster St/Central St ; FILE: 084LlN E-N Street: Lowell St/Main St City/Town : Peabody, HA Movements by: Primary DATE_12123192 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PH - 6:00 PM DIRECTION START PEAK HR ........... VOLUMES ........... ...... PERCENTS ....... FROM PEAK HOUR FACTOR TRUCK Right Thru Left Total TRUCK Right Thru Left - --------------------------------------------------------------------------------------------- North 4:45 PM 0.95 10 67 440 451 968 1 7 45 47 East 4:45 PM 0.86 4 464 428 46 942 0 49 45 5 South 5:00 PM 0.89 6 108 319 114 547 1 20 58 21 Nest 4:45 PM 0.92 1 93 661 84 845 0 11 79 10 Entire Intersection North 4:45 PH 0.95 10 67 440 451 963 1 7 45 41 East 0.86 4 464 428 46 942 0 44 45 5 South 0.87 9 108 311 105 533 2 20 58 20 Nest 0.92 1 93 667 84 845 0 11 79 10 Foster St/Central St ; . . . ; N -------------------- W-+-E • S . . . . . . . . . . I, 1 • 859 . . . . . ; (TRUCK) 10 i 67 i 440 � 451 i . . . . . 4 [TRUCK] ------------------* *------------------ 1 --- 968 -- -- 464 600 ------------------ ' . . . Lowell St/Main St 942 428 ----------------- ------------------ ------------------ -- 84 — 46 ------------------ ------------------ 667 845 Lowell St/Main St . . . ----------------- ------------------ . . . . . . . . . . . . . . 1226 93 -- --- 533 ---- . . . . . . . . . . . . . . . . . . ------------------* *------------------ [TRUCK] 1 : . . . . . . . . . . . . 1 105 ; 311 ; 108 ; 9 [TRUCK] i . . 579 . . . . i . . ; Foster St/Central St ; ii -------------------- Site Code 0891,2PM VARASSE AND ASSOCIATES PACE: 1 N-S Street: Washington Street FILE: 084L2PM E-W Street: Main Street City/Town : Peabody, MA Movements by: Primary DATE: 12123192 ---------------------------------------------------------------------------------------------------------------------------------- PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PN - 6:00 PH DIRECTION START PEAK HR ........... VOLUMES ........... ...... PERCENTS ....... FROM PEAK HOUR FACTOR TRUCK Right Thru Left Total TRUCK Right Thru Left --------------------------------------------------------------------------------------------- North 5:00 PM 0.00 0 0 0 0 0 0 0 0 0 East 5:00 PH 0.82 21 0 843 376 1240 2 0 68 30 South 5:00 PH 0.91 12 392 0 348 752 2 52 0 46 West 5:00 PM 0.92 24 414 783 0 1221 2 34 64 0 Entire Intersection North 5:00 PM 0.00 0 0 0 0 0 0 0 0 0 East 0.62 21 0 843 376 1240 2 0 68 30 South 0.91 12 392 0 348 752 2 52 0 46 West 0.92 24 414 783 0 1221 2 34 64 0 Washington Street ; . . . ; N ----------------- i . . i W-+-E • S . . . . . . . . . . 1 0 • • • i ------[TRUCK] 0 ; 0 ; 0 ; 0 : . . . . . . . . . . . . : 21 [TRUCK] ---------* *------------------ -- 0 ——— 0 �-- 1191 ; ------------------ . . . Main Street 1240 843 ----------- ------------------ ------------------ 0 -- — 376 ------------------ 1 ------------------ 783 1221 Main Street . . . i ----------- ------------------ ; . 1175 . . . . . . . . . . 414 -- --- 752 ---- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ------------------* *------------------ [TRUCK] 24 : . . . . . . . . . . . . : 348 ; 0 ; 392 ; 12 [TRUCK] i . . 790 . . . • i . . ; Washington Street ; ----------------- ; ' Site Code 084L3PH VAHASSE AND ASSOCIATES : PAGE: I R-S Street: Caller Street FILE: 0840PN E-H Street: Hain Street City/Town : Peabody, HA Movements by: Primary DATE: 12123132 --------------------------------------------- ----------------------------------- ------------------------------ ---------------- PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PH - 6:00 PH DIRECTION START PEAK HR ........... VOLUMES ........... ...... PERCENTS ....... FROM PEAK HOUR FACTOR TRUCK Right Thru Left Total TRUCK Right Thru Left - ---------------------------------------------------------------------------------- North 4:00 PH 0.76 2 173 0 43 218 1 79 0 20 East 4:30 PH 0.93 24 58 1017 0 1099 2 5 93 0 South 4:30 PH 0.00 0 0 0 0 0 0 0 0 0 Nest 4:30 PH 0.70 12 0 993 257 1262 1 0 79 20 Entire Intersection Horth 4:30 PH 0.93 0 129 0 42 171 0 75 0 25 ' East 0.93 24 58 1017 0 1099 2 5 93 0 South 0.00 0 0 0 0 0 0 0 0 0 Hest 0.70 12 0 993 257 1262 1 0 79 20 Caller Street ; . . . ; N ------------- ' W—+—E • S . . . . . . . . . . I , . 315 . . . ---- — — -- [TRUCK] 0 ; 129 ; 0 42 : . . . . . . . . . . . . * 24 [TRUCK] . . . . . . . . . . . . . . . . . . 1 ' --- 171 ---- -- 58 . . . . . . . . . . 1146 1 ------------------ . . . Main-Street 1099 1017 ------------------ - 257 -- -- 0 ------------------ 993 1262 Main Street . . . ------------------ . 1035 . . . . . . . . . . 0 - --- 0 ---- . . . . . . . . . . . . . . . . . . 1 . . . . . . . . . . . . . . . . . . ------------------* *------------------ [TRUCK] 12 : . . . . . . . . . . . . : 0 ; 0 ; 0 ; 0 [TRUCK] 0 i . . . j i ; . . . ; Caller Street � ------------- 1 ' PANASSE AND ASSOCIATES Site Code : 084LSPH PAGE: 1 R-S Street: Howley Street FILE: 08415pm E-W Street: Hain Street City/Town : Peabody, MA Movements by: Primary DATE: 12/22192 ---------------------------------------------------------------------------------------------------------------------------------- ' PEAK PERIOD ANALYSIS FOR THE PERIOD; 4:00 PH - 6:00 PH DIRECTION START PEAK HR ........... VOLOMES —......... ...... 11111111 ....... ' FROM PEAK HOUR FACTOR TRUCK Right Thru Left Total TRUCK Right Thru Left ----------------------------------------------------------------------------------------- North 4:30 PH 0.88 2 158 0 73 233 1 68 0 31 East 4:45 PH 0.91 14 49 827 0 890 2 6 93 0 South 4:45 PH 0.00 0 0 0 0 0 0 0 0 0 West 4:15 PH 0.90 22 0 832 89 943 2 0 88 9 NEntire Intersection North 4:45 PM 0.88 3 156 0 72 231 1 68 0 33 ' East 0.97 14 49 827 0 890 2 6 93 0 South 0.00 0 0 0 0 0 0 0 0 0 West 0.90 13 0 836 93 942 1 0 89 10 Howley Street ; . . . ; N ------------- , , , . . . , W—+—E • S . . . . . . . . . . I, • 142 . . � [TRUCK] 3 ; 156 ; 0 ; 72 ; . . • • . . . . . ; 14 [TRUCK] ------------------* *------------------ ' . . . . . . . . . . . . . . . . . . -- 231 --- -- 49 . . . . . . . . . . 983 ; ------------------ r . . . Main Street 890 827 ----------- ------------------ -------------=---- -- — 93 � 0 836 942 Main Street . . . ----------- ------------------ i . . . 908. . . . . . . . . . . . 0 -- --- 0 ———— . . . . . . . . . . . . . . . . . . — [TRUCK] 13 : . . . . . . . . . . . . : 0 ; 0 ; 0 ; 0 [TRUCK] . . . . .0 . . . . , - , , , r Howley Street ; rVANASSE AND ASSOCIATES Site Code : O84L7PH PAGE: 1 K-S Street: Aborn Street FILE: O840PH ' E-W Street: Boston Street City/Town : Salem, MA Movements by: Primary DATE: 12122192 ---------------------------------------------------------------------------------------------------------------------------------- PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PH DIRECTION START PEAK HR ........... VOLUMES ........... ...... PERCENTS ....... FROMPEAKPEAK HOUR FACTOR TRUCK Right T6ru Left Total TRUCK Right Thru Left - --------------------------------------------------------------------------------------------- North X4:00 PMS 0.00 0 0 0 0 0 0 0 0 0 r East 4:45 PH 0.96 11 0 811 91 913 1 0 89 10 South 4:00 PH 0.91 2 96 0 41 139 1 69 0 29 West 4:00 PH 0.92 16 58 844 0 918 2 6 92 0 Entire Intersection North 4:00 PH 0.00 0 0 0 0 0 0 0 0 0 East 0.92 17 0 803 86 906 2 0 89 9 South 0.91 2 96 0 41 139 1 69 0 29 West 0.92 16 58 844 0 918 2 6 92 0 Aborn Street ; . . . ; N ----------- . . . . . . . . . . ' S • 0 • • • i _ ,. [TRUCK] 0 ; 0 ; 0 ; 0 : . . . . . . . . . . . . : 17 [TRUCK] ------------------* *------------------ -- --- 0 ——— 0 844 ; ------------------ . . . Boston Street 906 803 ------------- ------------------ ------------- -- '— 0 � 86 ------------------ � ------------------ 844 918 Boston Street . . ------------- : . . 940 . . . . . . . . . . 58 -- --- 139 ---- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . [TRUCK] 16 : . . . . . . . . . . . . : 41 ; 0 ; 96 ; 2 [TRUCK] . . 144 . . . ; . . ; Aborn Street ------------ 1 7ANASSS AND ASS!:CiATcS Sice N-S Street: BriSaelProccor/Goodbue Og4Ly= 6-i Street: Boston Street City/'Town : Salem, NA Movements by: Primary -------------------------------------------------------------------------------------------- -------------------------- ---------- Time (D. Ft— i.rib .... (. •; .... .... Fran _-_.:. .... ©. rX41—F°st 7 Bem, TRUCK -R i fir[ TRUCK [- V z TRUCK E% it TRUCK }- Tccsi Tote, -------------------4 4---------- 4- 5 to-------------i 4r 8-------------w R-----ru----------------- i 4 49 13: 4 28 18 59 0 5 90 Si 2 80 tiv 672 4 5 0 3 48 156 8 30 23 65 0 4 8i 41 5 75 130 6 4 S9153 8 35 1 63 vv 9 7Z S2 3 Si 1iu i i 2 66 342 4 32 21 63 0 4 88 38 2 69 146 5 H Tl"A7 3 14 222 586 24 125 E 250 0 22 337 i7o 12 31J 576 1: 2-z; 3 ' S:., e9 C 6 92 _i7 3 i 23 6i 11 i9 ;s 3 52 e _ 0 4; '4 {' Ah 0.. ---------------------------------------------------------------------------------------------------------------------------------- BA? i e0 JJ! 14 110 JJ .J, d60 41e v - 93 i15; -5 -- PEAK ?SRiuD ANIAE ySiS [R 'T = . ,'u D. 4:v"v %M 6:OC ?M J'R "DON START )FAK HR i ? r .. ... r:.w PcAB fiiva 8.:n. Le_. R' >[: J i:1 JIYUFM V.9 J !Ii J'.� 6; 4:10 PH 4:45 4:1J ?° G.';'. i7 ; = ; cnt.re 1nte:sectiOn. No,ze 3C ?9 0.93 3 i6 286 611 Cl v 2 31 67 was: 0.98 1 197 fit 253 i 29 i6 cu J1:u in G.:v uY J., w- 34; J,. 1d Lr do T Vc� � rdv Vanasse & Associates, Inc. Transportation Engineers & Planners 10 New England Business Center Old River Road Andover, MA 01810 GouM Shse4 Intersection: H1rl-1 tot twclos"EX STS CoSroN Sl Project No.: og�l Location: SkLEM /A J+ Date: Weather Condition: C, buoy (-01'n Day of Week: Su M Tu W Ttt Fla rc gal SKETCH OF INTERSECTION PJ F W 6 y QOSTUN ST, i jj < < l TurningMovement Summa Sheet rime X 2 a 4 1 5 6 7 8 I I ' 10 11 12 Total 3:15 PM X x� X X X X 1 3:30 X >C X X l ' 3:45 n S/3 33 3 4:00 0 65 20 3I q10 Q 1 2�7 4:15 0 54 n3 25 a8 G2 z 4:30 1 6s z1 3 R3 4:45 0 (a`6 5 2`1 3$ 102 2 274V 5:00 1 SSS Z,$ 1 5:15 0 2 3C u J 0 2iJ5 5:30 O 56 0 2t yy IWC I 2' 5:45 0 58 3 s -1 Z 2z 6:00 0 45 26 SG 92M 3 2oz TOTAL 1. �c-5 S Siree ..E9[ S[ree[ r scree.: sssex sines C ylRc.r Sa;:n, !1A Hc'la ma7CS OV: 7r4]di', i.=t�. .- .. .. PEA.( PERIOD ANAVSis FOR THE PERIOD: 9:00 PM - 06:00 P`( UPRECTiG\ START PEA( ER ........... 'i0i'u9aS ........... ...... PERCENTS ....... FROH PGA? HOUR FAC T QR TRUCK hghl Tu rd Le I[ TO[al TRUCK Righi 'TA L'u Lci[ _______________________________________________________________________________________________ ' crib S:OC P90.00 0 0 0 0 0 - 0 0 0 0 Eas[ 9:R5 PM 0.82 i G 20i id 220 0 0 9i 8 Sou[ 9:95 PN 0.77 0 2i 0 ii 90 0 52 0 98 Wes• 5:00 P?! 0.86 6 31 9c`: 0 52i i 6 °3 0 E1['re 0 0 0 0 0 0 0 I I I 1 1 1 1 I Flint Street - I 1 1 w-1-E I 1 1 1 1 . . . . . . . . . . ' • 1 I 1 1 I 1 1 1 1 1 • • 1 0 I 1 1 1 1 i,TRU-CFJ 0 0 ; 0 1 C.1 1 . . . . . . . . . . . . i---0 l'TRtiC------------------` -------------- 1 . . . . . . . . . . . . . . . . . . --- 0 ---- -- 0 ' 223 ------------------ Essex Street 216 206 ------------------ ------------------ I ' 0 -- -- 10 ------------------ ------------------ 484 521 Essex Street . . ------------------ 1 503 . . . . . . . . . . 33 -- --- 36 ---- ------ ------------- tTRUCKI 4 1 . . . . . . . . . . . . 1 17 0 1 19 I 0 LTRUCFJ 43 1 J 1 I 1 1 1 • . . . . . . . . . . . 1 1 11 I I 1 I 1 1 I • : . I Flint Street - I i I L''c C''i i'bi.^. Sale0, :4.n32'ICs PC1ni f; ___________________________________________________________________________________________-------------------------------------- ?EAK _________PEAK PER?OD ANA YS 7 S EOR THE PER?OD: d:00 PE 6:00 FE ' DMITiOS START PEA'r: H ........... VOi.Uh-1.1 ........... ...... HEEKS ....... F''08 PEAK HOWW, FACTOR TRJCii RiGnz 'T a ru b.-Ial TRUCK Rifat T,CC LeCC ___________________________^______-______._.____________________________________-___-_ ________ ' c.ii i:00 Pit 0.6 1 i6! i?i 320 "043 i i5 5; 3i East 5:00 PN O.00 0 0 0 0 0 0 0 0 0 5:H PS 4.S' 2 76 310 d 973 0 11 K 425t 00 PM 123 i1i 14E =.i u 30 30 I North Street 1 . . . 1 N 1 - 1 . - 1 w +-E S 1 . . • • . . . • . . . . 1 1 - . 1 524 . . . 1 ' l'TRUCK1 7- 1 161 1 549 1 326 1 . . . . . . . . . . . . 1 0 iTRCCK'1 ---- . . . . . . . . . . . . . . . . . . --- 10=_3 ---- -- 0 165 1 . . . . . . . . . . . . . . . . . . 1 ------------------ . . . Esse. Street 0 0 ------------------ ------------------ 148 -- 0 ------------------ ------------------ 141 414 EssexStreet . . . ------------------ . . . . . . . . . . 59433 . . . . . . . . . . . . . 123 -- --- 458 ---- . . . . . . . . . . . . a `------------------ LTRGCKJ 2 1 . . . . . . . . . . . . 1 4 1 376 1 76 1 2 iTRUCKJ 1 . . 672 . . . 1 1 1 1 1 . . . . . . . . . . . . 1 1 1 1 . . . . . . . . . . . 1 . - 1 1 1 1 ' 1 . . . 1 North Street 1 TRAFFIC COUNTING UNLIMITED e : 6692 PAGE: 1 reet: Bridge St..-Rt.107 FILE: bridge2t treet: T-Driveway/North St.(ramP Cher partly cloudy Sum of the Primary and Secondary DATE: 1/07/93 PEAK PERIOD ANALYSIS FOR THE PERIOD: 3:30 PM - 6:00 PM ' DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left ------------------------------------------------------------------------- --------------------- ' North 4:15 PM 0.92 20 748 6 774 3 97 1 East 3:30 PM 0.89 198 3 146 347 57 1 42 South 4:15 PM 0.92 49 625 10 684 7 91 1 ' Nest 5:00 PM 0.67 134 34 74 242 55 14 31 Entire Intersection North 5:00 PM 0.86 27 690 2 719 4 96 0 East 0.87 183 14 96 293 62 5 33 South 0.93 33 579 52 664 5 87 8 ' West 0.67 134 34 74 242 55 14 31 ' Bridge St .—Rt . 107 ; . . . ; N ----------------- 836 27 690 i 2 , . . . . . . . . . ------------------* . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . --- 719 ---- 183 93 ------------------ T-Driveway/North St .( ramp 293 14 ------------------------- - ------------------ ------------------ 74 -- - 96 , 34 242 T-Driveway/North St .( ramp ------------------------- 69 . . . . . . . . . . 134 -- --- 664 ---- . . . . . . . . . . . . . . . . . . ---------------* *------------------ : • . . . . . . : ; . ; 52 ; 579 ; 33 920 - . . . . . . . . . . . , Bridge St .-Rt . 107 ----------------- 8497 TRAFFIC COUNTING UNLIMITED e : re et: On Ramp from Bridge St. PAGE: i Street Rt. 114, Salem, MA. FILE: ramp2r11 Bather Cloudy, Cold Sum of the Primary and Secondary 1/07/,3 - - -- PEAK PERIOD ANALYSIS FOR THE PERIOD: 3:30 PM 6:00 PM ' DIRECTION START PEAK HR .... VOLUMES ........ .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left ------------ ----------------------619----- 0 619 ' --'-----------'----------8100---0-----o- North 3:45 PM 0.93 East 4:15 PM 0.87 0 929 0 929 0 %100 0 South 4:15 PM 0.00 0 0 0 0 0 0 0 West 5:00 PM 0.89 0 1281 0 1281 0 %100 0 Entire Intersection North 4:30 PM 0.89 595 0 0 595 %100 0 0 East 0.87 0 924 0 924 0 %100 0 South 0.00 0 0 0 0 West 0,95 0 0 0 ' 0 1203 0 1203 0 %100 0 i On Ramp from Bridge St . ; . . . ; N ' 0 5cc i ' . o o ' ------------------ . . . . . . . . . . . . . . . . . . ; * --- 595 --- . . . . . . . . . . 1519 -- 0 Rt,----14---Salem--M-- 924 924 ------------------ 0 -- ' -- 0 ------------------ 1203 1203 ' Rt . 114 , Salem , Mr; . . . . ------------------- ' 0 - --- --- 1203 . . . . . . . . . . . . 0 - ------ *------------------ . . . . . . . . . . . 0 , 0 , 0 0 . . . . . . . . . . On Ramp from Bridge St . _. r.... _ TRAFFIC COUNTING UNLIMITED e : 77444 PAGE: 1 re et: Rt.107-Bridge Street FILE: brid7ebr Street: Rt.114 Eastbound Ramp ather Cloudy,Cold Sum of the Primary and Secondary DATE: 1/07/93 ------------------------------------------------------------ L ' PEAK PERIOD ANALYSIS FOR THE PERIOD: 3:30 PM - 6:00 PM ' DIRECTION START PEAK HR .... VOLUMES ........ .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left ---------------------------------------------------------------------------------------------- ' North 4:15 PM 0.91 0 906 182 1088 0 83 17 East 3:45 PH 0.84 268 0 36 304 88 0 12 South 4:15 PM 0.93 72 465 0 537 13 87 0 West 4:15 PM 0.00 0 0 0 0 0 0 0 ' Entire Intar;ection ' North 4:15 PM 0.91 0 906 182 1088 0 83 17 East 0.80 266 0 26 292 91 0 9 South 0.93 72 465 0 537 13 87 0 ' West 0.00 0 0 0 0 0 0 0 ' I I Rt . 1O7—Bridge Street ; . . . ; N ' -------------------- 1 I1 1 . . . . . . . . . . I I 1 I 731 0 906 182 . . . . . . . . . . __ 1088 _ -- 266 . . . . . . . . . . 0 ------------------ . . . Rt . 114 Eastbound Ramp 292 0 --------------------- - - I I 0 -- -- 26 1 0 0 Rt_ - Rt . 114 Eastbound Ramp . . . ------------------ . . . . . . . . . . . . . . . . . . ' 254 . . . . . . . . . . 0 -- --- 537 ---- . . . . . . . . . . . . . . . . . . 1 I 1 - . . . . . . . . . . . 0 ; 465 ; 72 932 ' I I I I I I I 1 1 I I 1 1 1 1 . . . ; Rt .1O7—Bridge Street 1 1 . 1 -------------------- ' w '4 1 SCC eel: G'1 C[raei: B-1;7- °iii eel Ciiy�'1'olrl Sa!e7, HA HUVe�P-tiCa by: Primary 3."=: :!i0; ----------------------------------- -------------------;------ ------------------------------------------------------------------ Pe-'d PER dU) A:"'4S`S FOR THE PERIOD: -:CO ? 06:00 PH =-VT'+3� ST, P _. R ........... ''0 L m_ ...... PERCENTS ....... :Y PEA': SvR FAi.:;s TR3CR RicaC Tnry S'ii rciai HUCE Rigai 'Tnrc 6ECC ------------------------------------------------—---------—----------------------—---------- ' N,-i!. _ sC : C 3J �7 21i aP9 1 13 ] it 6i i; 17i 611 6< 661 2 20 .1 7 sc is 4:01; PH 0.73 0 10 3: 2 47 0 21 74 4 We 6 21 J17 S 4_3 1 a Ca 2 Ent w... u 2t 1 1 I I I1 I Flint Street ------------ i . . . i W.-T-F . . . . . . . . . . . . i S i . . . . . . . . . . . . 221 . i �TRUCKJ 2 1 35 1 15 9 1 77 1 . . . . . . . . . . . . 1 11 [TRUCK ! ------------------ 182---- ---------- - . . . . . . . . . . . . . . . . . . 3 . . . . . . . . . . 625 . . . . . . . . . . . . . . . . . . I ------------------ . . . Bridge Street 851 590 ------------- ------------------ ------------------ 11 -- 68 - - ----------------- ------------------ 376 411 Bridge Street . ------------- ------------------ ------------------------------ 1 . . . . . . . . . . . . . . . . . . 464 i . . . . . . . . . . 17 -- --- 39 ---- . . . . . . . . . . . . . . . . . . ------------------- ' 1TRUCKJ 7 I . . . . . . . . . . . . 1 0 I 28 1 11 I 0 1TRUCKJ 4 4 I _ I I I 1 1 . . . . . . . . . . I 1 1 . 1 I I I 1 I 1 1 I I 1 1 1 � 1 1 1 I . . . 1 Flint- Street I ' 1 I ------------ 1 ''ri $Crc?C: Goricrue/uICVe SCIPPC3 - ..._. ::4u2:4 E-� S[reei: 53r3on'v Gro�re(4Psor Su tl/ oan : W e�, 4A uvemeilCs• nV: P'n33:/ DA' ------------------------------------------------------------------------------------------- PEAR PERi05 AVAL'!S1S FOR T6E PE3100: 4:60 P4 - 6:00 24 ' D13EC?10'i S''lA3P PEA;' e;. .........._ F0 '.:al- ........... ...... PER'E:i S ....... ?3119 ?EAR HOAR FAC OR "S'i'F Ricriz .h ru Len Yota! YR9C:( Rigin: hr3 ilfi ' ---------------------------- --------------------- --------------- -------------------------- Aor.a 4:00 P9 0.94 D 12 93 12 317 C 30 iS !c cis 4:00 PB 0.84 2 22 :1; 2e4 10 0 9 ronin 4.:30 04 0.92 6 51 i88 96 346 i i6 i4 28 ' n 4: r ra -6a "" fles: 4:ii 'r4 0 _4j 8 0 24 72 _ C Sc ...C9"iPCL'iC� D.I6 v �. '. y Gi •. d 1 I 1 1 I I ' Goodhue/Grove Streets { . . . I F—i—L 226 t'TRUCK0 1 12 1 93 1 12 1 . . . . . . . . . . . . 1 2 tTRLCKI F . . . . . . . . . . . . . . --- 117 - 2 . . . . . . . . . 268 I . . . Harmony Grove/Mason Sts 224 179 --------------------------- I ------------------ 11 -- 21 - ------------------ ------------------ 1 120 176 Harmony-Grove/Mason Sts ------------------ 1 . . . . . . . . . . . . . . . . . . 179 . . . . . . . . . . 45 -- --- 320 ---- . . . . . . . . . . . . I1 . . . . . . . . . . . . . . . . . . -------' ------------------ ------ tTRUCKI 0 1 . . . . . . . . . . . . 1 77 1 193 1 47 1 3 [TRUCK] . . 159 . . . ; . . . . . . . . . . I 1 I . I 1 . . I I I I I 1 1 1 1 ' 1 . : . 1 Goodhue/Grove-Streets I 1 . . 1 I VA.NASSE AND ASSOCIATES Site Code : 084L6PH PAG-: I R-S Street: Howley Street FILE: 084L6PH E-W Street: Walnut Street Cit7jT------own _Peahody, HA----------------------------- -----ents-by_-Pri-ary----------------------------------------OAP-_ 12123132-- ' PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PH - 6:00 PH DIRECTION START PEAK HR ........... VOLUMES ........... ...... PERCENTS ....... ' FROM PEAK HOUR FACTOR TRUCK Right Thru Left Total TRUCK Right Thru Left ---------------------------------------------------------------------------- North 12:00 AH 0.00 0 0 0 0 0 0 0 0 0 ' East 4:00 PH 0.91 5 0 311 55 371 1 0 84 15 South 4:00 PH 0.85 1 43 0 112 156 1 28 0 72 West 4:30 PH 0.95 7 220 182 0 409 2 54 44 0 ' Entire Intersection North 4:30 PH 0.00 0 0 0 0 0 0 0 0 0 ' East 0.90 5 0 310 54 369 1 0 84 15 South 0.87 1 31 0 111 143 1 22 0 78 West 0.35 7 220 182 0 409 2 54 44 0 Howley Street ; . . ; N ------------- ' W—+—E i s • ' 0 . . . , [TRUCK] 0 ; 0 ; 0 ; 0 : . . . . . . . . . . . . : 5 [TRUCK] ------------------* *------------------ -- -- 0 ———— 0 421 ; ------------------ ' Walnut Street 369 310 ------------- ------------------ i ----------------- 0 -- -- 54 ------------------ ------------------ 182 409 Walnut Street . . i ------------- . . .------------------ . . . . . . . . . . . : . . 213 . . . . . . . . . . 220 -- --- 143 ---- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . [TRUCK] 7 : . . . . . . . . . . . . : 111 ; 0 31 ; 1 [TRUCK] ' . . 274 . . . . . . ; Howley Street VAHASSE AND ASSOCIATES ' Site Cade : 084L4PM PAG"-: 1 R-S Street: Caller Street FILE: 084L4PH E-W Street: Walnut Street Ctt--Paan : Pea----- HA Movements --_ Primary---------------- DP.TE_ --- ---11/23I92 ----------------------- - - PEAR PERIOD ANALYSIS FOR THE PERIOD: 4:00 PH - 6:00 PH DIRECTION START PEAR HR ........... VOLUMES ........... ...... PERCENTS ....... ' FROM PEAR HOUR FACTOR TRUCK Right Thru Left Total TRUCK Right Thru Left --------------- ------------------------------------------------------------------------------- North--------------------------------------------------------------------- North 4:00 PH 0.00 0 0 0 0 0 0 0 0 0 East 4:00 PH 0.89 7 0 365 86 458 2 0 80 19 ' South 4:15 PH 0.96 1 58 0 95 154 1 38 0 62 West 4:00 PH 0.94 2 106 286 0 394 1 27 73 0 Entire Intersectioa Horth 4:00 PH 0.00 0 0 0 0 0 0 0 0 0 ' East 0.89 7 0 365 86 458 2 0 80 19 South 0.91 0 58 0 88 146 0 40 0 60 West 0.94 2 106 286 0 394 1 27 73 0 : • Caller Street ; . . ; N i ------------- i i W—+—E ' • S . . . . . . . . . . ' 0. . . . . , [TRUCK] 0 ; 0 ; 0 ; 0 : . . . . . . . . . . . . : 7 [TRUCK] ------------------* *------------------ . . . . . . . . . . . . . . . . . . ' --- 0 ———— -- 0 . . . . . . . . . . 453 ------------------ ' . . . Walnut Street 458 365 ------------- ------------------ ------------- 0 0 -- - 86 - ------------------ ------------------ 286 394 Walnut Street . . . ------------- ------------------ ------------------------------ i . . . 106 -- --- 146 ---- . . . . . . . . . . . . . . . . . . ------------------* *------------------ [TRUCK] 2 i . . . . . . . . . . . . i 88 i 0 58 0 [TRUCK] . . . . . . . . . . . i ; . . ; Caller Street ------------- ' ACCURATECOUIYTS 10 Weare Street So.Lawrence,MA 01843 (508),681-4735 TURNING MOVEMENT COUNT REDUCTION WORKSHEET INTERSECTION: Walnut St. &Central St. 1 Peabody ' DATE OF COUNT: 01115193 JOB NUMBER: FRIDAY EVENING Central St. NB Central St. SB Walnut St. WB Sum To ' Time Left Thru Right Left Thru Right Left Thru Right Left Thru Richt Total Hours 3:00-3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 XXX 3:15-3:30 0 0 0 0 0 0 0 0 0 0 0 0 0 XXX 3:30-3:45 0 0 0 0 0 0 0 0 0 0 0 0 0 XXX 3:45-11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00-4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15-4:30 0 123 29 29 145 0 51 0 33 0 0 0 410 410 4:30-4:45 0 98 37 27 104 0 46 0 50 0 0 0 362 772 4 4b 5 Ott 0 117 dZ 1b 181 D 67 D 46 D 0 0; 416 1188 ' b 00 5.15 0 X39 43 21 125 ' D 5fl fl 32 D "D 0 410 : 1598 ' S 545 0 7b2 17 160 0 53 ....16 _ 5:45-6:00 0 129 37 18 149 0 45 0 25 0 0 0 403 1654 Total: I 0 904 258 149 967 0 340 0 224 0 0 0 I 2842 ' Peak Hour Total 0 554 155 75 569 0 . 198 t] ' 118 0 0 0' Peak Hour Trucks: 0 3 3 1 6 0 2 0 1 0 0 0 ' %Trucks by Approach: 0% 1% 2% 1% 1% 0% 1% 0% 1% 0% 0% 0% Peak Hour Factor: 0.98 I 1 ��A nAFFiC C^%NTiNG CNLiMii:G ,da : 9 12 4 ,treet: Central st./Foster St. tStreet: Lowed St./,Main St.' eather : partly Cloudy Su.',, of the Prisary and Secondary --------------------------------------------------- --------------------------------------------------------------------------- PEAR PEniGG ANALYSIS Fen THE PER G: 122:GC P° - 2:0o p" -I GiRECTiSB START PEAK HR ........ VOLUMES ........ FROM PEAK FOUR FACTOR Right Thra Left Tota. Right ihru Left -------------------------------- i North :2:45 FY C.A J n , Ess" .2:45 P:: 00.55 S 4:= G uas: 12:45 PM G. 16 1 pV G � i J 1 w 0.9. E 4 ql I I 1 1 I ' I ' V` • - . . . . . . . . 1 1 _ -- v -- . . . . . . . . .—.— . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4'4 ------------------- -- plain �•. - - �y S4 1 -- I 52__ I 47 1� --- —A70 . . . . . . . . . . ———— . . . . . . . . . . . — c . . . . . . . . . 1 I I I I I • I I ' I ; V I TRAFFIC COUNTING UNLIMITED Site Code : 77478 : N-S Street: Washington Street .,L E-W Street: Main Street, Peabody, MA. Weather : Partly Cloudy Sum of the P-,772u aid Secondary ------------------------------------------------------------------------------------------------- ' PEAK ?=RIOD ANALYST; FOR THE PERIOD: 12:00 PM - 2:00 RM DIRECTION START P;'K HR ..... . VOLUMES . PERCENTS . FROM PEAK Y.OUF. r.,'- R`SFt Left FACTOR uli;! � gh' T ' ___________________________f- ---- -----------------------, --_ - ^� hra North I2:i5 =y 0.00 0 0 0 'jQ 11 H � S N.aN _ r:1 /.lJ G O Sac`h 13 7'2 623 225 969 0 70 2` i I �� L :5 277 57 0 ESS � � I � I , I . . . . . . i . . . . . I • • _ I . . . . . . . . . . . . ' T0B' . . . . . . . . . . . . . 0 y -- . -ta r ___---- .- ------------ -_--- -- - - - r' L- r' , -------- ---- --- - - - I I -. . . . . I : $oi --- iii ---- � . _______----_ . . . . . . . .------------ _ SL< �' C 31 • . ' Washing_°------- TRAFFIC COUNTING UNLIMITED ,e : 88332 PAGE: 1 ---dieet: Howley Street, Peabody,MA FILE how3main street: Main Street her : Partly Cloudy Movements by: Primary DATE: 1/09/93 -------------------------------------------------------------------------------------------------------------------------------- ' PEAK PERIOD ANALYSIS FOR THE PERIOD: 11:00 AM - 2:00 PM DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... ' FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left - ------------------- - ------ North 11:15 AM 0.86 142 0 72 214 66 0 34 ' East 12:00 PM 0.97 50 726 0 776 6 94 0 South 12:00 PM 0.00 0 0 0 0 0 0 0 (lest 12:15 PH 0.92 0 724 93 817 0 89 11 tEntire Intersection North 12:15 PH 0.82 136 0 57 193 70 0 30 ' East 0.97 43 733 0 776 6 94 0 South 0.00 0 0 0 0 0 0 0 West 0.92 0 724 93 817 0 89 11 ; Howley Street , Peabody ,MA ; . . . ; N ------------------------- W—+—E 1 . S . . . . . . . . . , .. .1 • 136 0 57 ; . . . . . . - ------------------* *------------------ . . . . . . . . . . . . . . . . . t 193 ------ -- 43 869 . . . . . . . . . . . . . . . . . . i ------------------ ' . . . Main Street 776 733 ------------------ , 93 -- -- ------------------ , ------------------ 724 817 Main Street . . . ----------- . . . 781 . . . . . . . . . . 0 -- --- 0 ---- . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . i 0 , 0 0 0 . . . . . . . . . . . � , 1 ' ' . . ; Howley Street , Peabody ,MA ------------------------- ' to Code : 0841,7SA Street: AOorn Street `1LE: C EA -w Street: Boston Street Crty/TO'in : Salem, MA Movements by: Pnmary DATE: 102191 --------------------- ----------------------------------------------------------------------------------------------------------- PEAK PERIOD ANALYSTS FOR THE PERIOD: 12:140 PM - 2:00 PX DIRECTION START PEAK HR ........... VOLUMES ........... ...... PERCENTS ....... FROM PEAK HOUR FACTOR TRUCK Right Thru Left 'Total TRUCK Right Thru Left ----------------------------------------------------------------------------------------------- ' Ncrth 12:i5 PR 0.00 0 0 0 0 0 0 0 0 0 East 12:15 PH 0.98 15 0 697 52 764 2 0 91 7 South 12:15 PM 0.84 0 8I 0 54 175 0 60 0 40 ' west 12:15 PM 0.95 0 46 7:8 0 764 0 6 94 G =atir? _u.�rseaaon 12:i5 PM 0.0`G u G u a_ 0.92 SocC.. G.?4 G n"s 54 1;5 G 6r, 4G G.95 46 7 G 'i4 0 6 `� ' AbornStreet 1 . . . - 1 i . i W—+—E S . . . . . . . . . . . . . . . . . . 0 LTRUCKf 0 I 0 ; 0 I 0 1 . . . . . . . . . . . . I 15 ITRTIT CR1 ------------------ . . . . . . . . . . . . . . . . . . . . --- 0 ---- -- 0 751 . . . . . . . . . . . . . . . . . . ------------------ . . . Boston Street 764 697 . . 1 - - ' 0 -- -- 52 1 ------------------ ------------------ 718 764 Boston Street . ------ ------ - - - ------------------ 1 . . . . . . . . . . . . . . . . . . ' 799 . . . . . . . . . . 46 -- --- 135 ---- . . . . . . . . . . . . . . . . . ------ --- *------------------ 1TRUCRfO . . . . . . . i 54 1 0 1 81 V 0 1TRUCRj 98 1I. . . . . . . . . . . . 1 ' ; . : . I Aborn Street l 9ANASSE AND ASSOCIATES Ste Code : 064L9S.4 PAGE: i -7 8-S Street: Bridge/Proctor/Goodhue FILE: 084L9SA E W Stree[: 80s[cr. Stree[ 193 Ci[y;Toon Salem, MA Movements ------------------------------- --------DATE--------- Time Piet Nor°h .... Fror'ra .... Fte�euer .... Q mea 4iesi .... Vehic P TRUCK Begin TRUCK RT— TR*- —bT TRUCK Ph— Tr, e TRUCK R41PIRG tT TRUCK 4T-- T*R# -ir- Tota: Tota; ---I'-'-7" - -------------Qom----iA---.7.----------------- 12:00 PH 0 8 50 32 2 1 1 28 0 11 10 24 1 17 55 2 242 3 T8 S 0 30 104 55 1 2 3 15 0 34 25 39 1 52 112 2 535 2 1 ' 0 1 22 146 60 0 3 7 43 0 33 27 34 0 5i 120 . 2 549 rt95 2 13 122 57 0 2 4 S5 0 ]9 i5 41 3 36 121 3 521 a ER TOTAL 3 73 422 204 3 8 15 23i 0 1i7 77 144 5 156 406 7 1853 11 1aJ 2 64 i 35^s N 25 39 4 ' PH 0 i8a� iib ' 1 a 53" 0 ' '' 5u3 122 b 536 0 14 125 60 G 2 4 970 45 1'0 12 1 41 Iia 3 509 i' 1 i:3C 0 32 342 55 i 3 ii 0 38 22 43 3 42 1i3 2 45 25 136 62 G 0 7 6a 0 4i 25 28 3 40 ii% a4 4V 0 13 a 88 192 Ii 119 69 h2- 1 405 4 ;132 4 1. i lS � . ------------------------------------------------------------------------------------------------------------------------------ ' JAY 'TC'TAL 4 142 943 445 5 13 30 438 0 276 i6S 286 i6 335 873 21 3985 25 PEAK PERIOD ANALYSIS FOR 'THE PERIOD: 12:00 PH - 2:00 PH 1 JiRc_":ISH START PEAK HR .......... V`17UHES ........... .. PERCF9Ts ....... Ft"' PEAK HOUR FACTOR i3GCc' Rich. Tire Lett To[a1 TRUCK Richt Titre Le[: ----------------------------------------------------------------------------------------------- 1 1:00 PH 0.93 3 69 S2i 241 832 0 8 63 29 12;1.5 P9 O.'8 2 15 2334 26d i 9" Soa;n 12:45 PH 0.96 0 157 78 i6i 396 0 40 4; 1 hest 12:15 PH 0.9=: 8 189 975 11 683 1 28 70 Entire Intersec[iou Porth 12:35 PH 0.89 3 83 490 236 832 0 10 60 29 East 6.80 t 9 i5 234 260 1 3 b 50 South 0.97 0 i41 92 i59 392 0 36 23 41 ' pest 0.94 8 189 4.75 ii 623 1 28 70 2 A" 9 +o 1 1 � Sat UOO? . UJ lu'A ' N'-S SCCee": 'iip'a5d Aire./Essex Sc. _. 3?':7u!6S.1 W Street: BC9tC„ Siteet Ci[v/Yawn : Saler. 8A Hoveoeats by: Primary DATE: _(02193 ------------------------------------------------------- --------- --------------------- ---------------------------- PBA{ PERIOD AAAiYSiS FOR THE PER1OD: 12:00 PH - 2:00 PH DIRECTION STAR, PEAT H„ ........... vO6J8ES ........... ...... PERCENTS ... ... 'RGH PEAR HOUR FACTOR U-TR IN R'rat Tnru Let Tota? U-'PRA Rirat Taru 'Afz --------------------------------------------- ---------- -------------------------------------- ' Aarta i:O0 PH 0.88 0 79 270 0 399 0 23 77 Bas: 1:00 PH 0.00 0 0 0 0 0 0 0 0 0 Sawa 12:30 PM 0.88 4 0 273 603 880 0 0 31 09 West 12:00 PH 0.90 9 459 0 iib 624 i 74 0 2i EnCire P%ie;aerti JO Ao i2:0O zI". .i` 0 eE i' v 32- 0 2'1 '3 6 SG..-.. eeJt 9 9 C 1io c2•: 74 1 Highland Ave . /Essex St . 1 . . . 1 ' 1 ----------------------- 1 { to-+-E i . . . . . . . . . . . . i S . . . . 145 . 1 LU—TRNJ 0 I 88 1 233 1 0 1 . . . . . . . . . . . . 1 0 LU—TRNJ ----------- ------ ------------------ . . . . . . . . . . . . . . . . . . --— 321 ———— -- 0 . . . . . . . . . . 673 1 ------------------ . . . Boston Street 0 0 ------------- ----------------- 1 ------------------ 156 -- -- 0 - ------------------ 1 ------------------ 0 624 Boston Street . . . ------------- ------------------ 0 . . . . . . . . . . ' 459 -- --- 877 ---- . . . . . . . . . . . . . . . . . . --———————————————— *------------------ LU—TRNJ 9 1 . . . . . . . . . . . . 1 585 1 289 1 0 3 tU—TRNJ 1 . 692 . 1 1 1 1 1 1 . . . 1 Highland Ave. /Essex St. 1 ----------------------- �� Vanasse & Associates, Inc. ' Transportation Engineers & Planners 10 New England Business Center Old River Road Andover, MA 01810 (Count She(M Intersection: E95aX t fiA T 111 ProiectNo.: 094- Location: 15at2w alk Date: 11919.3 Weather Condition: ni l f, C Day of Week: Su M Tu W Th Fe �'lUrri r� O1� GCSKETCH OF INTERSECTION Srr✓Y�/ slra J / = fruc.l- whFeh) 1 G-sseri 3T' _ 34- Turning 4Turnin Movement Summary Sheet ' Time Encing 1 2 3 4 5 6 7 8 9 10 11 12 Total ' 11:15 AM 7k/O'7 7 L7 yJ i /-2 2/) Z7i aX� 11:30 /-Z/ /_ Sr `� l ' -7 2U 11:45 �� "� /i J (r /� a-� 12:00 PM / 3 2-7 ' ;2:30 �7) 12:45 C7 ' )-:00 /2/ 30 Z,�? 1:15 127 9� 1:30 1:45 J67 / U ) _ 7 � / cZ 22 2:00 1 `(� TOTAL /a /0 37 �8 3 0 6&6 6o a r a 7 a LCode : 38775 TRAFFIC COUNTiNO UXIM.iTEO Street: North St./Summer St. P.Ac- 1 w Street: Essex Street, Salem, HA. FILE: a;rlassa Jeathar : partly cloudy Sum of the Primaryar, d Secondary --• to„nz PEAK PERIOD ANALYSIS FOR THE PERIOD: 12:00 PH - 2:00 PM DIRECTION START FEAK HR VOLUMES ........ FROM PEAK HOUR . FACTOR g PERCENTS ... FACT- R,-ht T--U Le,. Total Right Lhru Left ort 1 1:00 PM 0.97 22e 5z East P n nn 313 1127 20 E2 _^8 V C0 0 v 0 C. C 0 South 15 PM r 96 75 343 0 West 12:00 f:M '0 431 17 80 3 1:2 140 TES 4 7 29 33 38 E` C.11 r2 '' C 0 n n le_t a i8 78 1 I , , I I , I I . . . . I 1 . . . . . . . . . . 1 I 1 I _ . . . . . . . . . . 2 27 . . . . . . . . . . . 1 Si 2ct , �Ul cilli 'f 0 1 j I IJV YL1J ---------------- ------------- ------ ----------------------------'------- 1 E,3 . . . . . . . . 1 . --——————————————— IX---------------AAAA-- 1 7 J'i . . . . . . 1 1 1 1 1 1 . . . . I I I I 1 � I 1 I . . . . . . 1 1 I NortFl t 1 1 ----------------AAAA-- ' Lw TRAFFIC COUNTING UNLIMITED ode : 6691 PAGE: 1 —.-a street: Bridge St.-Rt.107 FILE: bridgelt i A Street: T-Driveway/North St.(ramp 'weather partly Cloudy Sum of the Primary and Secondary DATE: 1/09/93 ------------------------------------------------------------- -------------------------------------------------------------------- PEAK PERIOD ANALYSIS FOR THE PERIOD: 11:00 AM - 2:00 PM DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left ----------------------------------------------------------------------------------------------- North 11:15 AM 0.92 7 652 1 660 1 99 0 East 12:00 PM 0.93 189 3 122 314 60 1 39 South 1:00 PM 0.97 38 616 4 658 6 94 1 ' West 11:00 AM 0.63 it 3 16 30 37 10 53 Entire Intersection ' North 11:30 AM 0.92 6 653 1 660 1 99 0 East 0.92 176 5 121 302 58 2 40 South 0.93 , 28 607 13 648 4 94 2 ' West 0.56 12 2 13 27 44 7 48 ' � 1 Bridge St__Rt_1O7 ; • : . ; N ' i - . i W—t—E 1 I 1 1 I i 796 6 , 653 . . . . . . . . . . . . i -----------------* . . . . . . . . . . . . . . . . . . i --- 660 ---- 176 . . . . . . . . . . 24 I . . . . . . . . . . . . . . . . . . 1 ------------------ . . . T—Driveway/North St .( ramp 302 5 ------------------ ————————————————————————— 13 -- — 121 ' 2 27 T_ — Driveway/NorthSt_( ramp ---------------- . . . . . . . . . . . . . . . : . ' . . . . . . . . . 12 -- --- 648 ---- . . . . . . . . . . . . . . . I .. . . . . : : . i 13 607 28 • - 786 • ' , 1 i . . . ; Bridge St .—Rt . 1O7 ' ----------------- TRAFFIC COUNTING UNLIMITED ite Code : 8496 PAGE: 1 S Street: On Ramp from Bridge St. FILE: rampirll -W Street: Rt.114, Salem, MA. eather partly Cloudy Sum of the Primary and Secondary DATE: 1/09/93 -------------------------------------------------------------------------------------------------------- ----------- PEAK PERIOD ANALYSIS FOR THE PERIOD: 11:00 AM - 2:00 PM DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left North 12:00 PM 0.89 689 0 0 689 2100 0 0 East 11:45 AM 0.89 0 805 0 805 0 2100 0 ' South 11:45 AM 0.00 0 0 0 0 0 0 0 West 12:45 PM 0.97 0 1241 0 1241 0 2100 0 ' Entire Intersection North 12:00 PM 0.89 689 0 0 689 2100 0 0 East 0.88 0 797 0 797 0 2100 0 ' South 0.00 0 0 0 0 0 0 0 West 0.95 0 1201 0 1201 0 2100 0 On Ramp from Bridge St . ; . i N ----------------------- ' W-+ S . . . . . . . . . 0 689 0 ; 0 . . . . . . . . . . . . ------------------* *------------------ . . . . . . . . . . . . . . . . . --- 689 ---- . . . . . . . . . . ---. . . . . . . . . . 1486 ; . . . . . . . . . . . . . . . . . . ------------------ Rt------------------- - 114 , Salem , MA_ 797 797 ------------------ ------------------ i i 0 0 ------------------ ------------------ ' 1201 1201 Rt .114 , Salem , MA . . . ------------------ . . . . . . . . . . . . . . . . . . 1201 . . . . . . . . . . 0 --- 0 ---- . . . . . . . . . . . . . . . . . . ------------------* *------------------ . . . . . . . . . . . . : 0 0 ; 0 0 _ . . i . . . ; On Ramp from Bridge St . ----------------------- TRAFFIC COUNTING UNLIMITED ode : 77443 PAGE 1;treet: Rt-107-Bridge Street FILE: brid6ebr 'Street: Rt.114 Eastbound Ramp .0eather Partly cloudy Sum of the Primaryand Secondary Y DATE_ 1/09/93 PEAK PERIOD ANALYSIS FOR THE PERIOD: 11:00 AM - 2:00 PM DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left ------------------------------------ North 11:45 AM 0.93 0 633 178 811 0 78 22 East 12:15 PM 0.93 292 0 35 327 89 0 11 ' South 1:00 PM 0.98 79 377 0 456 17 83 0 West 1:00 PM 0.00 0 0 0 0 0 0 0 ' Entire Intersection North 11:30 AM 0.93 0 633 175 808 0 78 22 East 0.87 294 0 30 324 91 0 9 South 0.93 68 348 0 416 16 84 0 West 0.00 0 0 0 0 0 0 0 - ' Rt . 107—Bridge Street ; . ; N 642 . . ' ' 0 ; 633 17S ; . . . . . . . ------------------* . . . . . . . . . . . . . . . . . --- 808 ---I — 294 1 0 ------------------- Rt . 114 Eastbound Ramp 324 0 --------------------- --------------- , 0 30 , ------------------ 0 0 Rt - 114 Eastbound Ramp . . . --------------------- ------------------ — ' . . . . . . . . . . . . 0 --- 416 ---- : . .243 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ------------------ • i 0 348 i 68 663 . , ' - . . . . . . . . . . , Rt . 107—Bridge Street— , S,ce Code : 084LiiSA `"`" ° ' 5-a Street: Flint Street FILE: 0S4LIISA E-W Street: Bridge Street City/Town : Salem, MA Movements by: Primary DATE: 1!02193 ---------------------------------------------t----------------------------------------------------------------------------------- PEAR PERIOD AIMYSIS FOR THE PERIOD: 12:00 PM - 2:00 PM ' DIRECTION START PEAR HR ........... VOLUMES ........... ...... PERCENTS ....... FROM PEAK HOUR FACTOR TRUCK Right Thru Lett Total TRUCK Right Thru Left ----------------------------------------------------- -------------------- North 1:00 PM 0.75 1 31 131 41 204 0 19 64 20 East 1:00 PM 0.9380 'i 31 514 0 14 80 South 12:00 PM 0.59 0 2 15 2 19 0 13 79 it West 12:00 PM 0.92 3 4 3633 14 384 1 1 95 4 Entire Intersection North 1:00 PM 0.15 31 131 41 204 0 15 64 20 East 0.93 2 80 461 31 574 0 14 80 Soath G.31 0 5 1_ 3 i9 0 26 58 15 West 0.88 335 i6 36; 0 2 93 4 Flint Street 1 . . . 1 S , --———— ————— i W—+—E . . . . i . 1 S • 1 i 1(17 . 1TRUCKJ 1 1 31 1 131 1 41 1 . . . 1 2 1TRUCKJ --————————————————* *—————————————————— --- 204 ———— -- 80 . . . . . . . . . . 495 1 --———————————————— . . . Bridge Street 574 461 ------------- ------------------ ------------------ 16 -- -- 31 — ------------------ 1 ------------------ 335 361 BridgeStreet . . . ------------- ------------------ 1 . . . . . . . . . . . . . . . . . . 381 . . . . . . . . . . 9 --- 19 ---- . . . . . . . . . . . . . . . . . . I ; *------------------ ' 1TRUCKJ 1 1 . . . . . . . . . . . . 3 1 11 1 5 1 0 ITRUCKJ 171 . i . i . . . . . . . . . 1 I I 1 1 I I , 1 . • 1 1 1 . . . 1 Flint Street 1 Site Code : O84USA PAG a ' N-S Street: GoodriuelGCove Streets 3SA E-W Street: Harmony GrovelMason Sts City/Tcun : Salem, 4A 4cyeaents oy: Priaary I 1O2i9?. ' ---------------------------" PEAK PERIOD ANALYSIS FOR THE PERIOD: i?:CO-VV----2:00 PM ---------------------------------------- ' DIRECTION START PEAR HR ........... V01UM7SL........... ...... PERCENTS ....... FROM PEAK HOUR FACTOR TRUCK R�gnt Tara •.rt Total TRUCK Right Tnra Ler: ------------------------------------------------------------------------------------------- North 12:I5 PM 0.83 0 38 191 97200 0 29 it i9 East 12:15 PH 0.64 3 27 109 3 137 2 2G 1'u, 2 South 1:00 PH 0.8i 0 3 63 E 71 0 4 89 7 W23-1 1.00 PM 0.910 5 i7 H, 24 ii2 3 11 70 ie 0'.i."a _n rersec o"u Nor ifi 1:X PM .1.V 4 9s .37 i9 O I 2 25 J; 4 2C -i2 Lr[ 3 i7 7- S o 7Soath ri. . 0 3 63 ' West S3 1 ;i 9 3 1 I 1 1 Goodhue/Grove Streets 1 . . . 1 --——————————————————— i i w +—t 1 I 1 1 . . . . . . . . . . . . I S 109 . 1 ITRUCFJ 4 1 59 1 135 1 39 1 . . . . . . . . . . . . 1 4 l'TRCCI:J ------------------` ------------------- ' . . . . . . . . . . . . . . . I - - I I . . . . . . . . . . . . . . . . . . --- 237 ---- -- 22 . . . . . . . . . . 166 1 ' 1 ------------------ . . . Harmony Grove/Mason Sts 132 102 ----------------------- ------------------ ------------------ 1 1 24 -- -- 4 - ' 106 152 HarmonyGrove/MasonSts . . . ----------------------- ------------------ 1 : . . 148 . . . . . . . . . . ' 17 -- --- 71 ---- 1 1 . . . . . . . . . . . . . . . . . . ------ iTRI,CKJ 5 �-- -• .. . . . . . . . . 1 5 1 63 1 3 1 0 iTRUCFJ 1 . . 156 . . . 1 1 1 1 1 . . . . . . . . . . . . 1 1 1 1 ' . . . . . . . . . . . 1 I 1 I 1 . . 1 { 1 1 I 1 1 1 1 . . . 1 Goodhue/Grove Streets 1 ' 1 --------------------- 1 1 1 f%dv Vanasse & Associates, Inc. 1 Transportation Engineers & Planners 10 New England Business Center Old River Road �y 1 Andover, MA 01810 ( 1 (Count Sha@Q Intersection: _ ��IIlhvr �rw�W. Project No.: of q— 1 Location: Date: IIQ 17 Weather Condition: Day of Week: Su M Tu W Th F111, 1 uce ne SKETCH OF INTERSECTION iS 7 O � 1 �J, Vr y { c v Turnino Movement Summary Sheet` - Time3 y S Enda 1 2 3 4 5 6 7 Fvtl- '- 0:15 PM n Iclj ts� j� IJ I 1 — $:30 3� I 1 ":4s al, I 1�� 3 _ C� S `6 4; "' - ,Z ql y �l goo � �� a3 � � 2:15 �O I v ) U`=_ C) �i C �^ l V, 1 :30 7 '2:45 IT00 3L :30 5 3y 5`I 1 S __U;47 1 :45 zho 6 3 iS,? zs� 3s s9 Site Code : 080SA fAGE: 1 ' N-S Street: Caller Street FILE: 084L4SA E-W Street: Walnut Street City/Town : Peabody, HA Movements by: Priwary DATE: 11016,113---------------------------------------------- - _________________ __ ___ ______ -- ' PEAK PERIOD ANALYSIS FOR THE PERIOD: 12:00 PH - 2:00 PH ' DIRECTION START PEAK HR ........... VOLUMES ........... ...... PERR,C Ni'S ....... FROM PEAK HOUR FACTOR TRUCK Right Thru Lett Total TRUCK Right Inru Left -----------------------------------------•--------- ----------------------- ------------------- ' North 12:45 PM 0.00 0 0 0 0 0 0 0 0 0 East 12:45 PM 0.96 5 0 256 67 328 2 0 78 20 South 1:00 PH 0.7i 1 55 0 74 130 1 42 0 57 ' West 12:00 PM 0.91 I 9i i80 0 212 0 33 66 0 Entire intersection Nor ti: 12:45 PM 0.01 0 0 0 0 0 0 0 0 0 East 0.96 s 0 2--,3, 67 328 2 0 78 2') S""'.t;, 0.7% J 50 C 71 128 ' 39 G 65 ' West 0.9b i 65 176 0 2•:6 0 28 i2 0 1 . - I Caller Street 1 . . . 1 N ' ------------- 1 . . . 1 W-+-E i . . . . . . . . . . . . i S . i i - . . . i 0 ' LTRUCKJ 0 ; 0 ; 0 I 0 1 . . . . . . . 5 LTRUCKJ ------------------' *------------------ 1 - -- 0 333 ------------------ ' . . . Walnut Street 328 256 ------------- ------------------ ------------------ , 0 -- -- 67 - ------------------ I ------------------ ' --176 246 Walnut Street . . . ------------ - . . . . . . . . . . . . . . . . . . 226 1 . . . . . . . . . ' -- . . . . . . . . . . . . . . . . . .69 -- 128 ---- . . . . . . . . . . . . . . . . . . ------------------* *----------- LTRUCKJ 1 : . . . . . . . . . . . . I 77 1 0 1 50 1 1 LTRUCKJ t . . 136 . . . ; I 1 1 t 1 I ' I . . - - - • . • • • • . 1 I Caller Street . . . I ------------- ' ACCURATE COUNTS 10 Weare Street So.Lawrence,MA 01843 (508)681-4735 ' TURNING MOVEMENT COUNT REDUCTION WORKSHEET INTERSECTION: Walnut St. &Central St. I Peabody ' DATE OF COUNT: 01/16/93 JOB NUMBER: ' SATURDAY AFTERNOON Central St. NB Central St. SS Walnut St. WB Sum To ' Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total Hours 11:00-11:1 0 169 45 38 180 0 50 0 24 0 0 0 506 XXX 11:1 5-11:3C 0 153 43 30 141 0 61 0 25 0 0 0 453 XXX ' 11:30-1.1:4,9 .. 0 165 46 29 148 0 58 0 34 0 0 0 480 XXX 114b-12 : 0 1?1 43 18', 191 52 0"i 0 0 fl 509 : 1948 12:00 121 0 . '182 .ji 451 z 29;;€. 184 0 51 fl' 37 0 0 0, 526 197fl ..k S6 0' 40 d 0 0 537 x54 12:30-32 0 .185 4TCf � 160 F7 45 0: 2+t• 0 i 0 fl 492 : 2066 12:45-1:00 0 162 21 23 185 0 51 0 17 0 0 0 459 2016 1:00-1:15 0 167 23 13 177 0 40 0 32 0 0 0 452 1940 1:15-1:30 0 173 27 26 164 0 46 0 35 0 0 0 471 1874 1:30-1:45 0 152 27 20 158 0 43 0 19 0 0 0 419 1801 ' 1:45-2:00 0 158 29 24 164 0 34 0 25 0 0 0 434 1776 Total: 0 2020 433 328 2026 0 587 0 346 0 0 0 5740 Peak Hour Total: 0 F21 x2 125:: 709 ; 0 204 s); 13b 0 0 0 ' Peak Hour Trucks: 0 12 1 0 14 0 5 0 1 0 0 0 ' %Trucks by Approach: 0% 2% 1% 0% 2% 0% 2% 0% 1% 0% 0% 0% Peak Hour Factor: 0.96 1 1 cA of 6aiem, Alaaacbagettq CLEP,U.a'g LEN A ss spa` Panning �3oarb "N1N6d°� (One &alem Oreen 20010CT 11 All: 14 AMENDMENT CITY OF SALEM PLANNING BOARD IN RE: APPLICATION OF THE STOP & SHOP SUPERMARKET COMPANY AND JOHN C. JEFFERS FOR A SPECIAL PERMIT UNDER SECTION 7-15 OF THE ZONING ORDINANCE OF THE CITY OF SALEM This decision is rendered upon an application for a Special Permit for a Planed Unit Development 9 the "PUD") pursuant to Section 7-15 of the Zoning Ordinance of the City of Salem (the "Ordinance"). The application was submitted on April 15, 1994, by The Stop & Shop Supermarket Company and John C. Jeffers, (collectively the "Applicant') together with a site plan entitled "Proposed Supermarket Peabody & Salem, Mass., " dated June 15, 1993 and revised April 20, 1994. The proposed PUD would create a mixture of uses on the Site including a retail supermarket, a lumber yard/mill and residential dwellings. The Board, within seven (7) days after receipt of the application, transmitted a copy of the application and the plan to the Inspector of Buildings, the City Engineer, the Board of Health and the Conservation Commission. Notice of the filing of the application was also given to the City Clerk, the Fire Department, the police Department, Superintendent of Streets and the School Department. The City Solicitor has reviewed the application and has advised the Planning Board that the application satisfied the threshold requirements for a PUD application. After receiving the necessary and timely extensions for commencing the hearing from the Applicant. notice of Public Hearing by the Board of this application was duly published in the Salem News on September I and September 8 and duly mailed to all persons entitled thereto by law. 120 Washin ton Street ��, Salem, IAassachusetts 01970 (978) 745-9595 ext. 311 Fax (978) 740-0404 I A public hearing on the application was held in accordance with such notice at 7:30 P.M. On September 15, 1994, in the Community Auditorium of the Salem police Station. The public hearing was continued to October 19, 1994,November 17, 1994, and January 5, 1995 in the cafeteria at the Bentley Elementary School. The public hearing was closed on January 5, 1995. The following members of the Board were present at each session of the public hearing: Walter B. Power, III, Chuck Puleo, Kosta Prentakis, John Moustakis, William Cullen, Gene Collins, David Hart, and Lee Harrington. Board member Carter Vinton, citing a conflict of interest, recused himself from the public hearing and all Stop & Shop deliberations. Reports on the Application were received from the following boards and Officers: 1. Inspector of Buildings—July 12, 1994 2. City Engineer—March 3, 1995 3. Board of Health -December 14, 1994 4. Conservation Commission-July 14, 1994 The Board has made a thorough study of and has given full consideration to, all documents, plans and other materials submitted by the Applicant and by members of the public; the reports and correspondence, written or otherwise, of the Inspector of Buildings; the City Engineer; the Board of Health, the City Solicitor and the Conservation Commission and all statements made and other materials presented and submitted at the Public Hearing and at other public meetings of the Board at which the application was discussed, and therefore makes the following findings: I. The proposed Planned Unit Development maintains the existing multi-family dwellings along Boston Street while modernizing the existing lumber business located there. 2. The development of the Industrial/Commercial parcel, which has been vacant for ten years, will generate new business activity on the site, create jobs, both full and part time, and generate tax revenue for the City of Salem. 3. The Applicant has studied and will remediate any contamination found at the site in accordance with regulations of the Massachusetts Department of Environmental Protection. 4. The Planned Unit Development parcel contains more than sixty thousand (60.000) Square feet of land. 5. A traffic study was undertaken by the Applicant to determine the traffic needs of the arca surrounding the site. 2 6. An analysis of the Applicant's Traffic Study was done by a Consultant retained by the Planning Board and determined that such study was prepared in a technically competent manner and in accordance that such guidelines and accepted standards of State and local government agencies. 7. As a result of the traffic study, the Applicant has agreed to work cooperatively with the City in planning and designing appropriate improvements for the area, and the Applicant shall contribute funds toward the completion of such improvements as mutually agreed to by the Board and the Applicant as outlined in this Decision. 8. The Planned Unit Development parcel is located within a wetlands and flood hazard district, and therefore the Applicant is required to obtain a Special Permit under Section 7-16 of the Zoning Ordinance. 9. Parking and loading requirements, as well as maximum bulk and yards, are hereby established as per the plans and dimensions submitted. 10. The minimum lot frontage limitations of Section 7-15 of the Ordinance have been met according to the plans submitted. 11. The landscaping plan as submitted and conditioned herein, which includes fencing and tree planting along the perimeter of the site, mitigates the impact of the development on the privacy and safety to the abutting neighbors. 12. The noise mitigation package as submitted and conditioned herein provides adequate precautions to the abutting neighbors' health and welfare. 13. The proposed construction on the Site will result in an underutilized site, which has been vacant and deteriorating for years, being cleaned and improved, thus improving the safety and welfare of that land to the abutting properties and neighbors. 14. The Planned unit Development parcel consists of approximately 315,810 s. £, of which 166,389 s. f are in Peabody. 15. The Stop & Shop Supermarket as proposed contains approximately 62,830 square feet of ground floor area; a mezzanine of approximately 11, 560 square feet will be devoted to office space, rest rooms and storage purposes. 16. A retaining wall will be located as shown on the Plan and provide necessary support for both the relocated Jeffers Lumber building and the Stop & Shop Supermarket building. The Board acknowledges that a portion of the site for the proposed PUD is located in the City of Peabody. The Planning Department has conferred with the Peabody Planning Department to discuss issues surrounding the application, which affect both communities. Wherever possible. 3 Concerns of the City of Peabody have been incorporated into this Decision. However, it is the specific intent of the Board that its Decision be adhered to with regard to construction of the project in Peabody and that such assurance be received by the Salem City Planner to his satisfaction prior to the issuance of a building permit. L Therefore, the Planned Unit Development Special Permit shall be subject to the following conditions: 1. Conformance with Plans All work shall conform to the following plans: a. Proposed Supermarket Peabody & Salem, Mass. ", sheets 1-17, prepared for Stop & Shop Supermarket, by Eastern Land Survey Assoc., Inc., dated June 15, 1993, revised April 20, 1994. b. "Landscape Plan", Sheet 1 of 1, prepared by Vanasse Hangen Brustlin, Inc. dated 12/1/93, revised 12/19/93 and 3/8/95. Amended Site Plan All work shall conform the following Superceded Plan: a. " Alteration Plan of Planned Unit Development Located in Salem, Mass.", prepared for John C. Jeffers, by Eastern Land Survey Assoc., Inc., dated August 20, 2001. 1A. Amendment No exterior changes shall be made to the existing building located at 160 Boston Street. The architectural period and style of this build shall remain the same. 2. Overnight Storage of Trucks There shall be no overnight storage of tricks on the Stop & Shop portion of the PUD. 3. Off-Hour Deliveries All truck deliveries to the PUD shall be limited to the hours of 7:00 A.M. — 11:00 P.M. I 4 4. Off-Hour Refuse Collection All refuse collection at the PUD shall be restricted to the hours of 7:00 A.M. - 11:00 P.M. 5. Site Li whtinP There shall be no direct lighting of adjacent residential properties. a. Site lighting shall be designed to provide adequate site security, while at the same time, providing a shield to guard against glare in surrounding residences. b. A detailed foot candle diagram shall be submitted to the Planning Department. Such plan shall be reviewed and approved in writing by the City Electrician and the City Planner prior to the issuance of a Certificate of Occupancy. 6. Hours of Operation The hours of operation for Stop & Shop shall be 6:00 A.M. - 11:00 P.M. Any amendment to these hours of operation shall be subject to the approval of the Salem City Council in conformance with Section 7 3/4 -3, "Retail Business Establishments - Hours of Operation", of the City of Salem Code of Ordinances. In addition, any amendments to hours of operation shall require the approval of the Salem Planning Board. The hours of operation for Jeffers Lumber shall be in conformance with applicable City Ordinances. 7. Si na e The Applicant shall submit a detailed sign package for the entire PUD site to be reviewed and approved in writing by the City Planner prior to the issuance of any Certificate of Occupancy in the PUD. 8. North River Bicycle/Walkine Trail a. The Applicant shall clean debris from the North River Canal, for the entire length of its property. Such cleaning shall be repeated annually, in perpetuity, with notice of said cleaning to be provided to the Salem 5 Planning Department. All obvious debris shall be removed immediately. b. The Applicant shall contribute $25,000 to the City of Salem toward the construction of the pedestrianfbicycle trail in conformance with the recently completed city-wide Walking Trail Plan prepared by the Planning Department and submitted to the Massachusetts Highway Department. The Applicant's involvement shall be contingent upon the Salem Trail Plan being included on the Transportation Improvement Program (TIP) of the Massachusetts Highway Department. 9. Historical and ArchaeoloAcal Review The Applicant shall conduct a reconnaissance archaeological and historical survey (including a historic building survey) as required by the Massachusetts Historical Commission (MHC), the Salem Historical Commission and any and all requirements of the Environmental Impact Report filed with MEPA. 10. Harmony Grove Road "Hillside" Clean-up Stop & Shop shall pick up litter and trash from the hillside of the privately-owned properties along Harmony Grove Road, to the property line of Salem Oil and Grease, provided that permission is granted by the private property owners. Written permission of the owners will be submitted to the Planning Department directly by the owners. Such clean-up shall be repeated annually, with notice of the dates of clean-up to be provided to the Salem Planning Department and to each of the property owners fourteen (14) days in advance of the clean-up date. Stop & Shop shall not be liable or responsible for the clean-up of any materials dumped on these private properties nor shall Stop & Shop be responsible for or required to remove any debris which may be hazardous or require special disposal or clean-up pursuant to Massachusetts General Laws. 11. Drainaee The Applicant shall submit a revised drainage plan to the Planning Department depicting the recommendations of City Engineer Charles Quigley outlined in a memo dated March 3, 1995. No portion of any land extending more than 6 thirty(30) feet into any R-2 Zoning District from the I/R-2 Zoning District boundary line may be used as part of this project and therefore, no portion of the revised drainage system shall encroach more than thirty(30) feet into the R-2 Zoning District. The revised drainage plan shall be reviewed and approved in writing by the City Planner and the City Engineer prior to the issuance of a Building Permit. 12. Traffic a. Howley/Walnut Street The Applicant shall design and construct traffic improvements at the Howley and Walnut Streets intersection in accordance with plan entitled "Proposed Supermarket Peabody & Salem, Mass.", sheets 1-17, prepared for Stop & Shop by Eastern Land Survey Assoc., Inc. dated June 15, 1993, revised April 20, 1994. b. Howley Street The Applicant shall widen Howley Street in accordance with plan entitled, "Proposed Supermarket Peabody & Salem, Mass.", sheets 1-17, prepared for Stop & Shop by Eastern Land Survey Assoc., Inc. dated June 15, 1993, revised April 20, 1994. C. Howley/Main Street Intersection The Applicant shall install a traffic signal and associated traffic improvements at the intersection of Howley and Main Street, in accordance with the plan entitled "Proposed Supermarket Peabody and Salem, MA" sheets 1-17, prepared for Stop & Shop by Eastern Land Survey Assoc., Inc., dated June 15, 1993, revised April 20, 1994, prior to the issuance of a Certificate of Occupancy. Prior to the issuance of any Building Permit, the Applicant shall obtain a written commitment from the Mayor of the City of Peabody allowing the traffic signal and the associated traffic improvements to be installed at Howley/Main Street to be coordinated and integrated with the proposed improvements which will be undertaken on Boston Street by the City of Salem and the Massachusetts Highway Department. 7 d. Boston Street The Applicant shall provide the City of Salem with $150,000 to be used to complete design and construction documents for the reconstruction of Boston Street. The $150,000 shall supersede and is in lieu of the $100,000 included in the Mayor's Mitigation Package for Boston Street Traffic Improvements. Such design shall include Boston Street, from the Howley and Main Street intersection in Peabody, continuing to the Boston and Bridge Street intersection. The design plans shall support the recently announced, State-funded improvements on Boston Street and shall include, but not be limited to resetting of curbing, new sidewalks, tree plantings, and a coordinated, computer controlled hardwired traffic signal system along the length of Boston Street from Howley Street to Bridge Street. The written commitment from the Mayor of Peabody received in condition No. 12(c) shall be utilized to include the Howley Street signal in this design. e. Neiehborhood Traffic Study The Applicant shall provide the City of Salem with $30,000 to complete an Entrance Corridor Study which shall define potential improvements to the Harmony Grove Road and North Street entrance corridors. Included in such study shall be definition of methods to improve traffic safety in the neighborhoods which abut North and Boston Streets. f. Mason Street, Grove Street, Harmony Grove Road Intersection Upon completion of the Neighborhood Traffic Study, the City shall commit $20,000 toward design of a traffic signal at the Mason Street, Grove Street, and Harmony Grove Road intersection. 13. Neighborhood Improvements The Applicant shall provide the City of Salem with $25,000 to fund Neighborhood Improvements in the area surrounding the proposed development. The Planning Department shall create an ad-hoc advisory group of neighbors to determine the most appropriate expenditure of these funds. 8 14. Landscaping a. Landscaping shall conform with Landscape Plan dated 12/1/93, revised 12/19/93 and 3/8/95, prepared by Vanasse Hangen Brustlin, Inc. except as specified in condition No. 14(g). b. All curbing within the entire PUD parking area shall be vertical concrete. All curbing at the Stop & Shop entrance and exit drives shall be vertical granite curb. C. The sidewalk which will be installed the entire length of Howley Street shall be vertical granite curbing with concrete walkways. d. The proposed row of white pines planted adjacent to the Peabody Cemetery shall be staggered to provide more complete screening. The proposed chain link fence shall be changed to a wooden fence. A detailed plan of the proposed wooden fence shall be submitted to the Planning Department for review and written approval by the City Planner prior to the issuance of any Building Permit for the PUD. e. Landscaping plan shall be amended to include the addition of islands at both ends of all aisles within the Stop & Shop parking lot. The revised plan for the islands shall include two (2) trees per island in addition to the shrubs as shown on the plan. f. All trees for the project shall be a minimum of three and one-half inch (31/2") caliper. g. A new planting plan which illustrates each of the amendments proposed in condition No. 14 shall be submitted to the Planning Department within ninety (90) days of approval of this decision and such plan shall be approved in writing by the City Planner. h. After all project landscaping is completed, and prior to the issuance of a Certificate of Occupancy for the Stop & Shop building, the Applicant shall be required to add further landscaping if such is required by the City Planner. i. Maintenance of all landscaping shall be the responsibility of the applicant, his successors or assigns. 9 15. Noise MitiEation a. All rooftop equipment shall be screened with the construction of a building parapet and twelve (12) foot high acoustical screens around the store's roof top equipment. Stop & Shop shall submit catalog cuts of the selected panel to the Planning Department for review and written approval prior to issuance of a Building Permit. b. Stop & Shop shall utilize rooftop refrigeration condenser fans which operate at a fan speed of 850 RPM. C. If all appropriate permission from abutters is obtained, then all noise mitigation shall conform with the landscape plan (dated 12/1/93, revised 12/19/93) and the Illustrative Sections Plan (dated 10/6/94) prepared by Vanasse Hangen Brustlin, Inc. In addition, work shall conform with the scaled plan and elevation figures prepared by Tech Environmental, Inc. (dated January 30, 1995). d. Stop & Shop agrees that the noise levels including those emanating from the store's mechanical equipment will not exceed 44 dB(A) during the quietest overnight period (defined as midnight to 6:00 A.M.) as measured in the backyard of a residence abutting the site. Permission to measure in the backyard must be obtained from the resident prior to any sound level measurements. Upon completion of the project, a sound level test shall be performed during the period of the first June 15-September 15 which follows the opening of the store, at the request of the Planning Department by a professional sound engineer, to be paid for by Stop & Shop, to ensure that the noise level does not exceed 44dB(A). The methods of undertaking the sound level test shall be approved by the Planning Department and reviewed and commented upon by Stop & Shop. A written report of the sound level test shall be submitted to the Planning Department. A representative of Stop & Shop may be present to conduct or observe the sound level testing. If post construction, noise levels exceed 44dB(A), Stop & Shop shall provide whatever mitigation is deemed necessary to reduce the nighttime noise level to 44dB(A). The Planning Board acknowledges that this condition may be more stringent than the 10 Board of Health approval dated December 14, 1994 referenced in paragraph 20 of this decision. e. Stop & Shop shall post a bond or place in escrow an amount of$50,000 for a period of 18 months following the issuance of a Certificate of Occupancy. This amount may be used by the City of Salem to design and install mitigation measures if necessary. 16. Building Materials Elevation drawings of the new or reconstructed buildings in the PUD shall be provided which indicate the building materials which will be used. The elevation drawing shall be approved in writing by the City Planner prior to the commencement of construction in the PUD. 17. Maintenance a. The Applicant shall employ an acceptable method or means for the holding and disposal of trash (rubbish) during site development with a copy of this method sent to the Planning Department and Health Department in writing for their written approval. b. Refuse removal, ground maintenance and snow removal shall be the responsibility of the Applicant, his successors or assigns except that the City will be responsible for the trash removal for the residential dwellings. C. Winter snow and ice maintenance process shall be approved in writing by the City Engineer. d. Winter snow in excess of the snow storage areas shall be removed off site. 18. Community Set Aside The Applicant shall donate $100,000 to the City of Salem to undertake community improvement projects. Such funds shall be used at the discretion of the Mayor to assist the City in off-setting the increase of water and sewer rates in conjunction with the construction of the South Essex Sewerage District Secondary Treatment Plant. 11 19. Summer .lobs Program Stop & Shop shall create a Neighborhood Summer Jobs Program which will give preference to hiring neighborhood youth for temporary summer employment. Evidence of such program shall be provided in writing each year to the City Planner. 20. Board of Health All conditions in the Board of Health decision dated December 14, 1994 are hereby incorporated into this Decision. 21. Clerk of Works A clerk of the works shall be provided at the expense of the applicant as deemed necessary by the City Planner. 22. Construction Practices All construction shall be carried out in accordance with the following conditions: a. No work shall commence before 8:00 A.M. on weekdays and Saturdays. No work shall continue beyond 5:00 P.M. There shall be no work conducted on Sundays and holidays. Inside work of a quiet nature may be permitted at other times. b. All construction shall be performed in accordance with the Rules and Regulations of the Planning Board, and in accordance with any and all rules, regulations and ordinances of the City of Salem. 23. As-Built Plans As-built plans, stamped by a Registered Professional Engineer or Land Surveyor, shall be submitted to the Planning Department and Engineering Department prior to the issuance of a Certificate of Occupancy for Stop & Shop. 24. General a. Upon request of the Applicant, and following a public hearing, any provision of this Special Permit may be waived or amended by a T1s vote of the Planning Board. 12 25. Violations Violations of any condition contained herein shall result in notice being served on the Applicant to appear before the Planning Board at its next regularly scheduled meeting. If it is determined by the Planning Board that a violation of any of the conditions has occurred, and if corrective action is not immediately forthcoming, this may result in revocation of this permit by the Planning Board. 13 II. Based upon all of the written materials submitted to the Board, as well as the spoken and visual presentations and other oral communications received at the public hearing and with the amendments and clarifications to the application contained as conditions in this decision, the Board makes the following findings: 1. The proposed Planned Unit Development is in harmony with the purposes and intent of the Ordinance and the Master Plan of the City of Salem and will promote the purposes of Section 7-15 of the Ordinance. 2. The mixture of uses in the Planned Unit Development is determined to be sufficiently advantageous to render it appropriate to depart from the normal requirements of the District. 3. The Planned Unit Development will not result in a net negative environmental impact. Therefore, the Board is satisfied that the project meets all of the requirements of the Planned Unit Development Special Permit for parcels 60,000 square feet or greater as set forth in Section 7-15 of the City of Salem Zoning Ordinance have been individually and collectively met; and, accordingly, the Board has voted by a vote of eight(8) in favor, none opposed to grant a Special Permit for a Planned Unit Development for construction and use of the premises pursuant to the Applicant's application, upon and in accordance with the provisions, conditions, and procedures set forth above. Appeal from this decision, if any, shall be made pursuant to the Massachusetts General Laws, and shall be filed within twenty (20) days after the date of filing of this decision in the office of the City Clerk. Pursuant to Massachusetts General Laws, the Special Permit shall not take effect until a copy of the decision bearing the certification of the City Clerk that twenty (20) days have elapsed and no appeal has been filed, or that if such appeal has been filed that it has been dismissed or denied, is recorded in the Essex South District Registry of Deeds and is indexed under the name of the owner of record or is recorded and noted on the owners certificate of title. 14 Dated as of the 23rd day of March, 1995. SALEM PLANNING BOARD by 6a (}LIZ III Walter B. Power, III Chairman 15 Cttp Of 6alem, 01am6arbuzetw F r Manning 3uarb r One talent green October 19, 2000 Mr. Richard Felteau Danvers Savings Bank One Conant Street Danvers, MA 01923 RE: Additional Release of Funds, Scenic Way, Tripartite Agreement Dear Mr. Felteau: On October 18, 2001,the Planning Board voted unanimously (seven to none) to release additional funds from the Tripartite Agreement(held between Julia Anna Tache Trustee of the Scenic Way Extension Realty Trust, Danvers Savings Bank and the Planning Board of the City of Salem) for the Scenic Way Subdivision in Salem in the amount of$22,700.00. Please release an additional $22,700.00 from the Tripartite Agreement to Julia Anna Tache, Trustee. If you have any questions or I may be of further assistant, please contact Don Cefalo at the Salem Planning Department at 745-9595, extension 311. Sincerely, 16. Walter B. Power, III Chairman, Salem Planning Board Cc: Julia Anna Tache �> 120 Washington Street Gige Salem GreoFi, Salem, Wassachusetts 01970 (978) 745-9595 ext.311 Fax (978) 740-0404 WALNUT , Z cj S TREE r zW 1 I x - , LL_ LL /0/ 0 ( A l R1 -1 ;r I � <v � '` ofty ONLY ti I j R3-7L - _10 \ ___ — -- i W10-1� pp prr rr i NORTH RIVER CANAL — -- -- B & M RAILROAD i ! � R1-1 I -1 __FIT�t I I I I W10-1 Lij i SIGN LEGEND i R1 -1 W4-2 2' 2' 2' 111T I I I I I I I I I I I I I I I I 1T,1T I I I I LEFT LANE RIGHT I ! R3-7L MUST W9_1 LANE � ( } ` PROPOSED TURN LEFT ENDS 1 SUPER R:GHT LATE I -- I R3-7R MUST W10-1 R R o } I I I I I I I I STOP & SHOP jTURN RIGHT � I ` I } I i t R1 1 PROPOSED SIGNAL PHASING WIDEN HOWLEY STREET 01 02 03 TO PROVIDE 3 LANE I CROSS-SECTION I -- i R3-7R } mo m I � � I m cn Q' ( l CITY OF F'EABUDY CD D ii i "OLDE SOUTH BURYING GROUND" J PROVIDE 5' WIDE SIDEWALKS ALONG BOTH STF?EET f SIDES OF H 0 WLE Y STREET - IE30STON RESTRIPE BOSTON STREET TO ---__ '12' 12' 12' } I PROVIDE 4 LANE CROSS-SECTION -- - �_ `~-----_ - -- _ _ I AT INTERSECTION - - 1 -------___ `-- J '- --__ R3-7R- I _ _ -- ------I-"-- ----' rn INSTALL THREE PHASE —�'" ___-- -- --� rn O FULLY ACTUATED TRAFFIC _ SIGNAL ► 7- af W CONCEPTUAL IMPROVEMENT PLAN PROJECT: w _ _ -1 PROPOSED STOP & SHOP --- -__ PEABODY SALEM , MASSACHUSETTS P / PROPONENT: f ---__ - COMPANIES INC. _____! THE STOP & SHOP 0 P , - - - QUINCY MASSACHUSETTS ---� (--��J` NOTES: 1. THIS PLAN IS FOR REVIEW PURPOSES ONLY AND- IS NOT INTENDED FOR CONSTRUCTION. NO. REVISIONS DATE DESIGNED BY: KPC DRAIAN BY: JTG 2. BASE PLAN INFORMATION OBTAINED FROM EASTERN LAND SURVEY ASSOC., INC. PLAN "E�"E° BY: RCE F 8131 A DATED JANUARY 5, 1992, . CITY OF DATE: 1/10/94 40 0 40 80 vanasse & associates, Inc. SALEM AND PEABODY ASSESSOR MAPS, AND T,arsportation Engineers do Planners SCALE: 1" = 40' SCALE IN FEET FIELD MEASUREMENTS OF EXISTING CONDITIONS. 10 New England 6uslnees Center Cold River Road 1 OF Ando.er, MA 01810 SHEET Cffce (508) 474-880C FAX (508) 698-6508 JOB NO. 084 e CAD 084CON1 a vJ 77 Issued for: Construction rs 94 09 Date Issued: January 21 , 1998 Latest Issue: May 6, 1998 Pe 'body / altem, l�as sachus �tts No. Drawing Title Latest Issue C.1 v Title Sheet 5/6/98 C:- Legend & Ge�eral�-Iote�s 3/27/98 �v-vvvv� C-3 Lavout & Materials Plan 5/6/98 ) ...... C-4 Grading & Drainage Flan 5/6/98 ) < � Vanasse Hangen Brustlin, Inc. C-5 Utilities Plan 5/6/98 � Transportation PC�bDbD17 � � _�. Land Development C-6 Landsca e 1�'' 3/27/98 �� i � / u�� L 'r-� P � � � � - � Environmental Services C=7Existing C°°�dit�onPl��-.� �7/98 ✓` < ;� Site 101 Walnut Street, P. O. Box 9151 C-8 Typical Site Details 5/6/98 Watertown, Massachusetts 02272 C-9 Typical Site Details 5/6/98 �<�/ Y _ f �'' ,. 617 924 1770 • FAX 617 924 2286 C-10 Typical Site Details 5/6/98 �� ` , `—I� �QLE�` -11 Typical SitDetails 3/27/98 % � � � �-�' �� '�/ � Owner: I' SE-1 Site Lighting Plan 3/27/98 Locus Map T �� µ Stop & Shop Supermarket Co. 1385 Hancock Street Quincy, MIA 02169 oo 0 oo 0 0oo 0 z �-Ld z_j L5 L, L)L) I! LEGEND ABBREVIATIONS EXIST PROP EXIST PROP GENERAL GENERAL NOTES L=43,84' 27.21 TC 27.21 TCPROP PROPOSED PROPERTY LINE 27.15 Be 27.15 Be TOP & BOTTOM ELEVATION 1. SEE ARCHITECTURAL_ DRAWINGS FOR EXACT BUILDING DIMENSIONS AND ALL 27.2.1 TC 27.21 TC TOP & BOTTOM ELEVATION MIN MINIMUM DETAILS CONTIGUOUS TO THE BUILDING INCLUDING SIDEWALKS RAMPS PROJECT LIMIT LINE 21 25 "27.15 Be 21 25 x27.15 Be MAX MAXIMUM BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, CONCRETE DOOR Vanasse Hangen Brustlin, Inc. - - - - - RIGHT-OF-WAY/PROPERTY LINE -.._,�`x 21 25 -\x 21 25 SPOT ELEVATION w/LEADER PADS COMPACTOR' PAD, LOADING DOCKS, BOLLARDS, ETC. - - - - - EASEMENT x%-u � x/ SPOT ELEVATION w/LEADER RET RETAIN Transportation REM REMOVE 2. LAYOUT DIMENSIONS ARE FROM FACE OF BUILDING, RETAINING WALLS, CURBS Land Development BUILDING SETBACK 21 x 25 21 x 25 SPOT ELEVATION OR BERMS. Environmental Services REMOD REMODEL BORING LOCATION STATE HIGHWAY iBASELINE 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN 101 Walnut Street, P.O. Box 9151 100 BASELINE 61 0 TEST PIT LOCATION ABAN ABANDON APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY Watertown,Massachusetts 02272 ® TEST WELL ADJ ADJUST THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE 617 924 1770 • FAX 617 924 2286 - - CONSTRUCTION LAYOUT EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE THE COMMENCING WORK, - ___ ----- ZONING LINE ■ ■ BENCH MARK EXIST EXISTING AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH R&R REMOVE AND RESET MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE TOWN LINE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL REPAIRS SHALL BE - STATE LINE - �12"0-= =12"D- DRAINAGE LINE R&S REMOVE AND STACK MADE AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR IS TO CONTACT "DIG OD- OD- OVERFLOW DRAIN FDN FOUNDATION SAFE" 72 HOURS PRIOR TO ANY EXCAVATION AT 1-800-322-4844. Rif - - - - - - - - - - GRAVEL ROAD -6"RD-- -6"RD ROOF DRAIN ELEV ELEVATION 4. RIM ELEVATIONS OF PROPOSED DRAINAGE AND SANITARY SEWER MANHOLES EOP AND ASSOCIATED STRUCTURES ARE APPROXIMATE. FINAL ELEVATIONS ARE TO - - - EDGE OF PAVEMENT - - -t2"S-- - - -12"S- SEWER LINE BOS BOTTOM OF SLOPE Be BE SET FLUSH AND CONSISTENT WITH THE GRADING PLANS. ADJUST ALL OTHER - BITUMINOUS CURB oH __ - -OHw- - OVERHEAD WIRE TOS TOP OF SLOPE RIM ELEVATIONS OF MANHOLES, WATER GATES, GAS GATES AND OTHER CCB CCB UTILITIES TO FINISHED GRADE WITHIN LIMITS OF WORK. CAPE COD BERM �_o"W-- s"w- WATER LINE VGC VERTICAL GRANITE CURB PCC PCC 5. CONTRACTOR TO REMOVE ALL EXISTING MANMADE SURFACE FEATURES WITHIN PRECAST CONC. CURB 4"FP--- 4"FP- FIRE PROTECTION LINE MCC MONOLITHIC CONCRETE CURB \.Iccvcc THE LIMITS OF WOR INCLUDING BUILDING, STRUCTURES, PAVEMENTS, SLABS, VERT. GRAN. CURB -3"G �- -3"c GAS LINE GC GRANITE CURB CURBING, FENCES, UTILITY POLES, SIGNS, ETC. UNLESS INDICATED OTHERWISE SUE SCE ON THE DRAWINGS. REMOVE ALL EXISTING SUBSURFACE UTILITIES, FOUNDATIONS SLOPED GRAN. EDGING UGE- UGE- UNDERGROUND ELECTRIC GE GRANITE EDGING AND UNSUITABLE MATERIAL WITHIN AND FOR A DISTANCE 10 FEET BEYOND THE LIMIT OF CURB TYPE -TEL - -TEL ^ TELEPHONE LINE CC CONCRETE CURB PROPOSED BUILDING FOOTPRINT AND COLUMN FOUNDATIONS. --- - - SAWCUT -FA- - FA FIRE ALARM BB 31TUMINOUS BERM 6. THE LOCATION, SIZE, DEPTH, AND SPECIFICAT(C)NS FOR CONSTRUCTION OF 2 OF 2 SEE SHEET 2 MATCHLMATCHLINE -P&P -F&P FIRE & POLICE CABLE BC BITUMINOUS CURB PROPOSED PRIVATE UTILITY SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE RESPECTIVE I.JTILITY COMPANY (GAS, TELEPHONE, SWL SWL -CATV--- CATV- CABLE TV NIC NOT IN CONTRACT ELECTRIC AND FIRE ALARM). FINAL DESIGN LC)ADS AND LOCATIONS TO BE SOLID WHITE LINE NTS NOT TO SCALE COORDINATED WITH OWNER AND ARCHITECT. SYS Sn SOLID YELLOW LINE Ce CATCH BASIN BW' BWL TYP TYPICAL 7. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, BROKEN WHITE LINE DCB DOUBLE CATCH BASIN THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY BYL BYL APPROX APPROXIMATE DETERMINED WITHOUT DELAY BY THE CONTRACTTOR, AND THE INFORMATION - - BROKEN YELLOW LINE -'-�-- 01 FURNISHED INLET FURNISHED IN WRITI'�G TO THE OWNER'S REPRESENTATIVE FOR THE SwCHL swcHL SOLID WHITE CHANNELIZING LINE @ • DRAIN MANHOLE RESOLUTION OF THE CONFLICT. SYCHL SYCHL U111L(rY SOLID YELLOW CHANNELIZING LINE =Tc= =TD= TRENCH DRAIN DYL DYL CIT CHANGE IN TYPE 8. AREAS OUTSIDE THE LIMITS OF DROPOSED WORK DISTURBED BY THE DOUBLE YELLOW LINE PLUG/STUB F&G FRAME AND GRATE CONTRACTOR'S OPERATIONS SHALL BE RESTOREED BY THE CONTRACTOR TO SL SL STOP LINE FES 00. FES Poo- FLARED END SECTION THEIR ORIGINAL CONDITIQN AT THE CONTRACTOR S EXPENSE. ALL AREAS F&C FRAME AND COVER DISTURBED DURING CONSTRUCTION NOT COVERED WITH BUILDINGS, i T T T T STEEL GUARD RAIL HEADWALL RCP REINFORCED CONCRETE PIPE STRUCTURES, OR PAVEMENT SHALL RECEIVED SIX INCHES OF LOAM AND SEED. !GT GT GREASE TRAP VCP VITRIFIED CLAY PIPE 9. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS AND SHALL BE WOOD GUARD RAIL RESPONSIBLE FOR PAYING ALL FEES FOR ANY POLE RELOCATION AND FOR THE K-0 CONTROL STRUCTURE PVC POLYVINYLCHLORIDE PIPE ALTERATION OR ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, FIRE ALARM AND PATH ANY OTHER PRIVATE UTILITIES BY THE UTiLM COMPANIES. • ••• . ............••• • SEWER MANHOLE ACCMP ASPHALT COATED CORRUGATED METAL PIPE TREE LINE - CIP CAST IRON PIPE 10. UPON AWARD OF CONTRACT, CCNTRACTOR SHALL MAKE ALL NECESSARY • -x-x-x- -x-x-x- CHAIN LINK FENCE • WATER MANHOLE CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL NECESSARY WG DIP DUCTILE IRON PIPE PERMITS, PAY ALL FEES AND POST ALL BONDS; ASSOCIATED WITH THE WORK STONE WALL WATER GATE HYD HYDRANT INDICATED ON THE DRAWINGS. RETAINING WALL 00. �Tsv TAPPING SLEEVE, VALVE,& BOX RISER CAP 'CORRUGATED ALUMINUM PIPE 11. ALL PROPOSED GRANITE BOUNDS AND ANY EXI`.STING MONUMENTATION DISTURBED HAY BALES DURING CONSTRUCTION SHALL BE RESET BY A PROFESSIONAL LICENSED PRESSURE REDUCER INV INVERT ELEVATION SURVEYOR (PLS). THE CONTRACTOR SHALL PREPARE AN AS-BUILT PLAN --� 2 --`--- -4 MINOR CONTOUR y" SIAMESE CONNECTION PWW PAVED WATER WAY SURVEY SHOWING LOCATIONS OF ALL SURFACE FEATURES AND SUBSURFACE UTILITY SYSTEMS INCLUDING THE LOCATION, SIZE AND INVERTS OF ALL - - -10- - 20- MAJOR CONTOUR FIRE HYDRANT UP UTILITY POLE PIPING AND CONDUITS. M WM --TS -TS TOP of SLOPE ° El WATER METER TSV&B TAPPING SLEEVE, VALVE AND BOX 12. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES PRIOR TO Piv Pw COND CONDUIT EARTHWORK OPERATION AND MAINTAIN THOSE (MEASURES DURING CONSTRUCTION. BS- BS- BOTTOM of SLOPE POST INDICATOR VALVE EROSION CONTROL SHALL BE REMOVED ONLY UPON THE ESTABLISHMENT A GENERAL REVISIONS 3/27/08 ® ® WELL OF ALL LANDSCAPED AREAS. No. Revision Date 1A ppvd. BUILDING GG Designed by Drawn by Checked by O GAS GATE 13. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SITE SECURITY AND JOB CAD checked by Approved by LEN EN BUILDING ENTRANCE GM GM SAFETY. ALL CONSTRUCTION ACTIVITY SHALL BE IN ACCORDANCE WITH OSHA, LD LD LOADING DOCK ° El GAS METER STANDARDS AND LOCAL REQUIREMENTS. Scalle None Date 1/21/97 � Project Title ° BOLLARD (D ELECTRIC MANHOLE 14. ALL WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM -0 ALL LOCAL MUNICIPAL STANDARDS. WORK WITIHIN STATE RIGHT-OF-WAY SHALL Super Stop & Shop ® D DUMPSTER PAD EB EB ELECTRIC BOX CONFORM TO THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR T SIGN aM El ELECTRIC ELECTRIC METER HIGHWAYS AND BRIDGES. DOUBLE SIGN ' LIGHT POLE 15. ALL HANDICAP ACCESSIBLE PARKING SPACES, RAMPS AND SIDEWALKS SHALL PPA PM PARKING METER FLOOD LIGHT BE CONSTRUCTED IN CONFORMANCE WITH THE AMERICANS WITH DISABILITIES • � � ACT AND THE MASSACHUSETTS ARCHITECTURAL ACCESS BOARD (WHICHEVER IF Peabody / Salem, Massachusetts t■ H SINGLE LUMINAIRE MORE STRINGENT). Issued for 1D PARKING COUNT COMPACT PARKING STALLS DOUBLE LUMINAIRE 16. ALL SITE SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL Construction c10 � � TRIPLE LUMINAIRE OF UNIFORM TRAFFIC CONTROL DEVICES. IIIIIIIIIII IIIIIIIIIII CROSSWALK . . QUAD LUMINAIRE 17. CONTRACTOR SHALL COMPLY WITH ALL REQUIRIMENTS IN THE ORDER OF CONDITIONS. D CONC. PAVEMENT WALL PACK Drawing Title JEL 18. SEE SITE LIGHTING PLAN FOR SITE LIGHTING, TELEPHONE SERVICE, ELECTRIC SERVICE, AND T 0 NORMAL PAVEMENT TELEPHONE MANHOLE pp�� FIRE ALARM. Legend & General Nates • 0 HEAVY DUTY PAVEMENT b To To TRAFFIC SIGNAL 19. SITE CONTRACTOR SHALL EXCAVATE AND BACK'F LL TRENCHES FOR GAS IN ACCORDANCE HANDICAP RAMP 0 ❑S SIGNAL BOX WITH THE REQUIREMENTS OF BOSTON GAS COMIPANY. HANDICAP PARKING FACP FACP a� FIRE ALARM CONTROL PANEL 20. DRAIN AND SANITARY MANHOLES SHALL HAVE A MINIMUM INSIDE DIAMETER OF 4.0 FT. VAN-ACCESSIBLE HANDICAP PARKING FB FB NECESSITY FOR LARGER SIZES SHALL BE EVALUATED BY CONTRACTOR AND PROVIDED AS NEEDED. w VAN ° FIRE ALARM BOX ALL MANHOLES SHALL BE SUITABLE FOR HS-2'O LOADING. Detail no, FT-] Ell TRANSFORMER PAD c 27 ARCH. DETAIL (SEE Drawing Numt-r A ARCH. DRAWINGS) �w Sheet no. 0 MANHOLE Co -0- t UTILITY POLE C-2 Z 0- GUY POLE W� EHI ® HAND HOLE Sheet 2 of 13 Ir a,o U U ® © PULL BOX Project Numbr.r 03834 3834leg.dwg FOR OFFSITE IMPROVEMENT PLANS SEE: ' "TRANSPORTATION IMPROVEMENTS PROJECT - HOWLEY STREET" Vanasse Hangen Brustlan Inc. BY VANASSE & ASSOCIATES, INC. I -- 3 f i Land Development on i r P MARI;," � !N RA,1LRG,�L� TIE Environmental Services CUT ON AUGUSTINE J. P,�ERLINA, COUTH ESSEX SEWERAGE DISTRICT FZ.FV 9 4� A3UT. TRUSTEE HEAVY DUTY PAVEMENT 0.59 101 Walnut Street, P.O. Boz 9151 Watertown,Massachusetts 02272 P-S 10 NORTH RIVER CANAL 617 924 1770•FAX 617 924 2286 WITNESS MONUMENT (G ANITE) l' I L 8""x 8""x 2" HIGH - � THOU,AS o ? START OF 6"CLF _ �_ -- _ - _ _- _ _� _ _ �' '`` - r^ r ® TH A. ni II u ` ALF�7 ONG PROPERTY LINE.' �v _ - -- _ -- -_ D OF 6'CLFIUD�___ _ __- __ — hAA,S�ACNUSETTS __ TRANSPORTATION All NORITY __STA: 0+61.64 - -- — -- — -- __ — — `- __ -- — �ENJ LNG PROPERTY LINE °,,�' o OFFSET: 30.00 ... NJ _. + _ R1-2 nF' R1-1 18 ,I /---EMERGENCY ACCESS RAMP • cn v~i O.._ I r7 `-PCC T P 1+00 ./ N r r ; : 3+00 rn4+00' �r 5+00 6+00 N 7+00 �'� I � r / �r +00 S70*12'54"E L2 .rf,/,, N �' r _ ^y 3 S f `.1 r �. � r r 3 0+00 .,, rf 6 r 9 9 9 '� H— N N C P '�r � T o � � 7 i r i` � "R I 'r I 5 , w /� I / //. .i, /i//f /. `, /''`'.- 1/!/, l//L 1,r./l 1, I`II�' G �1 Mo f ® 204" STA. 6+12.64 / 4 R . OFFSET: 12 R r- ��STA: 4+08.64' STA: 7+76.42 a� z OFFSET: 12' R �� I: 1 f OFFSET: 50.26 L - ^x I ACR - l i � �ABANDO�iED RAILROAD SIDING LLJ = I LIMIT OF 30 VA � /f. LIMIT OF 5 v //,,,,, /1CL �p WORK BY rf ,l�11: o :' -. - CANOPY -- + CONCRETE 1b D t, SITE CONTRACTOR �- R7-8 TYP 14' Tl; / O PAD 9" TYP � ( _ 9" TYP� v /--�T�T � �� `L 24'T EACH H.C. _ , TT,'TTly ' / II q I I I __..r/ - CONCRETE i O. 1, • ,�. U�j", 4 I ;j 9" TYP STALL) J l , 11 SIDEWALK TYP ROOF ONLY / ��/ I; �� V AWED, /�r / `� DOCK / / !I i 1 , G3 OFFSET: 22.31 �t °�QO�` r y I 18 31 IIII 14 � I 30' 6', - _— _ - -- ►- i RETAINING WALL �,u LIMIT OF I 18" 30' 18 31 �.: WORK BY I II �_ '' PT 8+66.06 OFF-SITE I / I/1 !flf�Jf 12" 6'CLF ON SITE WALLS �IL BITUMINOUS CO ET -- ! rr \ (TYPICAL) • m LETTERS ' -' TYP ( M�RK �. CONTRACTOR f 5"R �/ !` r A. & ® _ ( PAVEMENT TYP r ; 4"R P �l;r TYP I,; i f�/� c v t �/ MARK �I TYP TYP .,,_.,__...__ AM '' �! Z _ ' /I/1'''� i/f� + EN P, ENG CD STA: 8+66.06 �I �fj; OFFSET: 20.00 L ISH PROPOSED (I 31 t in � e + �r � % PC - 9+10.96 I' �� _._ YrSUPERMARKET �'/ Hun, � 4, �7� �`!�� 1, STA: 9+21.10 31 �� Nf/f/�I ff OFFSET: 20.72 L IT MAIN BUILDING. 63,013 ,,F + PAINTED STALL SHED 9 � YP� � : /z•.., ti EN o �,G CLOSED RECEIVING. 2,457 .;F * � ,,Ir! / l STA: 9T59.81 PCC 9" TYP MARKINGS TYP ��. ; o� �?/0 4� , � �� / � 8 TYP ; /y.r f1 t �Q. 2 OFFSET: 25.95 L _. o, ( O TOTAL BUILDING: 65,470 �F Q + r G r` � I ��, CHESTS ON DOCKS: 1,230 .�F , �p ONCR TE J oo I ® r TOTAL GROUND COVERED: 64,700 SF PAD (TYP) / y OE & MARIA ACR(B) . I 31 n,y D- 2'y o TOTAL MEZZANINES: 11,432 SF 3 GEORGE R1-1 l o n r I i Z Z �, ; I— Li 5"R r,. �r I/ ;1r / ,r1.: �'; lli; ',r'r %r ..i I r;, 0 fTl �'•i^, ';j, ;;,� STA: 9+76.14 L PCc Iyrl 1%% //I� !�.,/ / /f I fi /y�!i//i/� �. '\ ��, //1/ >/ / // �� OFFSET: 18.53 LJC,F o / ��l�r,' �/ ,� f�/", r,'lif 14' �t�T�l/Irrl> �o RETAINING L4 ' r ',�/>f %SIpEWALK TYP r �° ,� LIMIT OF ' r I f �1 O k L h 8" 8' 5" 9.5' , SPCC 6 TYP;'% >. 5 1r , CANOPY o WALL H� r C1, z S R �It, PCC r,,_ ' ;/ �0 //, !//,I / :�, a f��;1/ .o ��G r Q� cP IP i �i 4 ft !'/ACR WAREHOUSE r ? 91 TYP �4'R 00 Z _- ---' RAV r. p c I 4 R RINU.J �' L ,n I I o o p, �4� j 24 14" \� Q ty ! z n ~ C 6 4 4p< N o S + o ,.� J � ACR R T 'NA ^d0U STA: 10+44 �3 �I f- c> 1 g �P,�� ?'� '' c�; `�' =25. �T ;{r�T [ OFFSET: T9:8 L L 204 + �— V) T•YP 4 R �ip�� p �❑ ❑ ❑7 77❑ t 3 ❑ ❑_❑_ MEET NEW CURB UND TO STAIRS _ 4"R 2g. 15 _ "p �- HEA 1 ,- . ✓ �� Y 10 18' 15" 15 'NEA STONES RETAINING R(TYPICAL - ,,. ,TON t l r 7 r 1 GG � �, 8• ttt � � EACH • Cts WALL "`moi Q o� O I ��j� TyA ADSTONE H.C. STALL) r� I 5,R N N,h� 1 l g 6'cLF ON SITE WALLS �� % GENERAL REVISIONS 6 9R � I � P'�� TO REMAIN �; � 17 � , �� , � (TYPICAL) � �; / � I � 1Q GENERAL REVISIONS 27 8 AREHOUSF r No. Revision Date ppvd. � - ..` p 1 R4' / I Designed by Drawn by Checked by � I A , �4'R ��(;�' �. ,— r ' �f;>'' :. �1 CAD checked by Approved by h f �L � PE ABODY y � � � I 3R o CICY ar _ GROUND � SDE SOUTH BUR t� G j�VEMF s Jr Scale 111=409 Date 1/21/97 JEFFERS PROPERTY 10 3 OJP111 NOT I N C 0'N TR A C T Project Title o o 61 � p-,. EXISTING WALL TO REMAIN I I�iG , ---�_ 4'R I® 4 R, D#164 IS Super Stop & Shop k I o PORTION OF EXISTING FOUNDATION WALL I 7 BETWEEN POINTS INDICATED TO REMAIN. ! OFFICE F.F. "= 4:. . . ® UNUSED PORTIONS TO BE REMOVED. WELLING 16 G -}' F' INIf�G WP-'- - o }ONE UND EXISTING RETAINING WALL _/'® P- 11 I,F M43 61- TO BE REMOVED _ .✓ r74" _r .--- GRANITE MouME� _ Peabody / Salem, Massachusetts 16":x16'x5.5 HIGH > Nt�L� P—S 12 Issued for + PEA,�ODY N 3�" DRILL HOLE IN * y { CEMETERY CURBING SnW y � _ ��. � Construction 9848Yp _ lariable Width) f2pW 19.49 � rnnAT (Pu6/ic I / N76 92'39"W B j O'V Q FIRS M + SIGN SUMMARY Drawing Title R 26.49 ��dX � �!N NUMBER D. WIDTH HEIGHT TEXT LINE DIRECTION DISTANCE Layout & 4� r 1 L2 S17012'054"E 732.64' Materials aUt R1-1 30"" 30" ' �j L3 S18'50"03""W 228.25" Plan x l(J 5 �0�n ty Width) � � L4 S70'12"54"'E 43.01' (10 le Wi w Vorj0b V R1-2 30"" 30"" cc CURVE RADIUS LENGTH DELTA C6 C1 112.00' 50.71' 25'56"35"" Drawing Numh„r 00 RESERVED C2 88.00' 90.55" 58'57"17 PARKING C3 52.00" 58.13" 64'03'20" s **R7-8 12"" 18"" ® C4 28.00" 75.28" 154'03"11"" 0, n a• ► C- 3 W W H� 0 Z **ADD ""VAN ACCESSIBLE"" WHERE APPROPRIATE H W Z Sheet of w 40 0 40 80 3 13 Project Numb.r SCALE IN FEET 03834 3834din.dwg i O Vanasse Hang en Brustlin Inc. BENCH MARK Transportation PK NAIL SET Land Development /N RA&I?OAD TIE- Environmental Services IRff EL EV. 9.43 IT ON � � AUGUSTINE J. MERLlNY,, SOUTH ESSEX SEWERAGE DISTRICT 101 Walnut Street, P.O. Box 9151 3UT. TRUSTEE - -- - Watertown,Massachusetts 02272 61.7 924 1770 • FAX 617 924 2286 cA SDMH 22 ICB 19 ICB 20 t Ice 21 DMH 26 I, P-S 10 NOR�'H CANAL 7Hom, : R=10.1 R=10.0 R=10.0 R=10.0 R=11.4 WITNESS MONUMENT (GRANITE) ® ® ® 8"x 8"x 2' HIGH - DMH 28 _-- rr DMH 27 R=10.o - X- r _ .._. 20' RIPRAP - o a. ICB-_18 1 _ _ R=11.6 E '' '� SF1 IATIO� DMH 33A -.x_ _ --- -- ___ - -- m w DMH 28B 1 R=9.15 OVERFLOW BERM R=10.0 _ _ _ 1J 14 A 7 _... _ - 260'L P.• F ATI O } BOTTOM OF BASIN yj ' �-- I=7.00 i I x1 .4 - 10.35 -._.i\ ._ - - x - x 10.3 - - '.' x - 18"RCP x8.9 Z ® x EL=4.0 3 I - X9.2 - - - - - - - - - - - - - - - - - - - - - 2PVC ' 9 W _ _ 't X12"RCP J o X � r PAVt o #5 -' � SCB 341 N 10"PVC z1Z _ .� - - x 10"PVC x 5 10""PVC x 10.35 - - ® SWALG FES 2 - r 10.3x 10"PVC 10.35 10.3 - ®, ® + R 8.4 \ _ ✓ ---_ - �p �. ,� _ _ 204' o RD 1 3 - `!' ,; I=5.90 01 t N =4.75 / 0_1 -fTOP OF a,� 10.65 10.7 J "� \ A,p:A,NDONED RAILROAD SIDING w ® WALL=10.0 - 1 "'` � o" 'i � - LIMIT OF DMH 338 _ . �`__ r ... ..•--I _ / - I 300'LG x 14•W x 1.00'DP INFILTRATION TRENCH G o I - - --- - - - - - - -T- --- -.- - - - - - - - - - ��_ 5 33 ______ _ x8 � °.' RETAIN � '� • �' � -fid,. ��j�.R _ O - 6 WALL - • TOP OF WALL=20.0 1R �� z1zm. � � �• , ,: .._. _ - - _ , ` `'., � HED, ROOF = �; T RD 8.25 � � - - -- - - - - - - - - - - - - - - - - D 2 M I cL �CB 12 ICB 13 ICB 14 ICB 15 • -`-- ` `� K _ R=10.0 R=10.0 R=10.0 R=10.0 '�• � �, !uGLLl'�� I=6:7 t� x92 DMH 3 ®� ? o ® ® ® ® `� R-9.1 i �\C 10.7 �" ` , �� - -- P TOP OF c� �� - _-- v> O_ WALL 17.0 x, , -- 10.35 iL. 10.35 ��\ it 1p ` o� 'o `er �� 1 / � �� RD5 �'�'�` DMH 30 II p�C �o DMH 17 ' '� �� I=6.75 R a.9 NSA, r II SDMH 8 __ --- -. R=11.s r' ( `1 itt't �_.....-___ _ z I- �� ' STEVEN p 18"'RCP 24"RCP II R=10.4 t. t t 1 f ENO M �I i a- T I' tIr_ co \ n; X C. 1 R O 0,O S E D TD 4 �C i TOP F II � 1�fARK to.s H o i ' 8.9 r P° p w� R=8.25 � 10.9 10.65; ' .. SDMH 10 v c�- �„SU�� RMAf1.KET 8.50 PAVED II x WALL=22.0 SCB 31 >.80 97� I II ; I �S QJ� SDMH a R=10.4 a ry 1 ! S T-j cv - R=8.5 } �` 1 ,F t?1.5 8.55, SWAL , II �� -tN DMH 5 / / tit 1 '+� (g �? ij =' TCP Or �`+ �:' R=11.6 V t1 1 1 1 + �® _� 1 I 1 V / }} t r t 1 f 1: WALL=25.0 SDMH 0.152 O4�c�G 'it\ i,ittitt �QQ' + / + �' TOP OF® SOF & MARIA 'b. TOP OF 19.2 WALL=20 0 I I � ROUND=110357 t� - ` � ��: � -�_='- _-��;�_ R=8.25 WALL=11.0 10.3 10.35 G - - - 2L' '` MH 29 LANDSCAPE I \\ - - - - - - - - - - - o -` � RD =8.6 AREA � 10.7 -•.. 4 p \ 10.9 - - - - ..__-- � - - - - - - - - - - - - - - - - - - t1 -DM'I 378 �__-__ -- - _ _ ' 1Ati - • T 16.75 �. .. RD 8.25 ✓' j I _ r - - - ,� R=32.8 -tai j p fi' _ j / ..1�L ` - _ g$ JV ICB 4 270'LG x 14'W x 1.00'DP ICB 5 ICB 6 I 1 INFIL RATION TRENCH R=10.0 R=to.o 1 'Q s 0.8 R=1o.0 � .4 14' LIMIT OF ,r r / / WALL=15.0'`-'_ x ® t L ® ® - - - - - CANOPY _ _ � - - - - - - -- - - - - - - - - - - -a=- - - - - - - - 1 35A =8.25 �q PVC � T r ' � CB R RETAINING p ``' o 10.9 ;. I �.. A �, - • t , �i 12 in R=32.0 _ U WALL ICB 3 _ 1 j' I �� p AREA BETWEEN BUILDING AND HALL DOWNSPOUT R2 / x 11 4 R=10.0 f r-.. 14 U•91 �' ' TO DRAIN FROM FRONT OF BUILDING . 'INV.=26.05/'HALL TOP OF 11?K �y 1 '' , T t, 14' f0 DRAINAGE SWALE-1% _ / r Q) % I-28.0 INV.=9.1 SW.4LE i WALL=36.0 1 16 1 i1.5 2 ' I TOP OF TOP OF DRAINAGE SW LE SCB f- " - - ..2 a; CB 35 , _ _. L I y R=10. N I OF R=36.2 =34.0 /� WALL-34. WALL 40.0 p WALL ° w ® t " UNDERDRAIN WITH. 28 1.83 � 12.0 204' I^ 10. Int 6" PERFORATED PVC,_- 3 �C Q) I �F B. . -1=40.0- TOP NCR I I-7.00 I 40 Z 12 12 TES4 PIT ^___ TOP OF 4 PVC `- - 0 WALL- � � d DMH 37A ,,^STONE, 0X 37. 4t J A R=388 HE I=28.9 7.0 - --- 1?"Rrp x 35.0 f S� �� - 3.0 430 43. GENERAL REVISIONS 6 98 1 r ' j ADSTONE TOP OF ED IWALL=32.0 "' FFE=43'0 CB 36 1A GENERAL REVISIONS P/27/981 t / IR= 1.9 No. Revision Date ppvd. y 4 ' 37.7 •', ^�' Dr' „ 0 juU 43.0 EXISTING WALL ., -5 ,�, ,...,,_.;•s'""`.,,.. S Decsigned by Drawn by Checked by 0 14- 14 TO REMAIN 33 654, /r. U %`` ,' 43.5x '' I ® CAID checked by Approved by "'rl f t t4.5 ;� --;',f��f,l E 'y t 4 .o JEFFERS PROPERTY I CONCRETE .',' /,, y f ® � 33X4' S 0 x37.0 WA r \ I scale Dote ' ' %' L 1 NOT IN CO�dTRACT 1°=409 1/21/97 BURYING GROUND_ _�1tN Project Title �x 4 ,. INC Super Stop & Shop ' 16.0 16.0 I fJ �� /�,' `'6 J6_ 45.0 f DWELLING I 16.0 ` 39.8 . x X160 I f 1 18 `� ' PORTION OF EXISTING FOUNDATION WALL 38 -� f .- j 1NELLIN _ CONCRE > �"' ` i` t r , F F43.61 iNlt ', A3 • 4 ' ( _ t` `� BETWEEN POINTS INDICATED TO REMAIN � • ' ` - � UNUSED PORTIONS TO BE REMOVED P-S 11 Peabody / Salem, Massachusetts T tSTONE BO NDM, ,,.. . GRANITE*IONUMENT �j,F + `u Issued for 16"x1 6").1 CL HIGH P-S 12 PEABODY x ET' Construction 3/8" DRILL HOLE IN ) s� CEMETERY CURBING - WlCJt�'/ 1 SALEM _ Variable T��r Public B os lv l� Drawing Title � I v 2b ALA. I Grading & 1 R a ' 2� 1-- ,,��r' � �r- -� Drainage R ET NOTE: ® -� Plan St 1. ALL RETAINING WALLS TO BE CONSTRUCTED !'} W coU�ty I th)u I WITH 6' CHAIN LINK FENCE AT TOP. 985 ble Wjd ria Q Drawing Numb--r Co12 O ro rn �o �v 0 M WO co C-4 Q Q 0 Z F_W Sheet of UJ L, 4 13 �g 40 0 40 80 U U Project Numbt SCALE IN FEET 03834 3834gd.dwg l WASTEWATER BENCH MARK VALVE PUMP STATION CHAMBER R=10.5 PK NAIL SET LARK �� R=11.0 I=3.00 BLDG) IN RAILROAD TIE I=5.0 PS I=5.00 (OUT) ZZ Z-v 9.43 AUGUSTINE E REINA' SOUTH ESSEX SEWERAGE DISTRICT I=5.0 OUT Vanasse Han en Brustlin Inc. •'UT ON � ``� � 8000 GALLON � ' ABUT TRUSTED GREASE TRAP R=10.5 59 C3 �G , . _ _ I=3.60 IN I=3.35 OUT) Transportation �i ICB 19 ICB 20 ICB 21 DMH 26 SDM-i 22 - P S 10 I=5.15 NORTH CANAL Re R=10.0 R=10.0 R=10.0 R=11.4 TNESS MONUMENT (GRANITE) Land Development 4' I-8.20 TRNCH I=8.20 TRNCH �' I=8.20 TRNCH I=5.95 22 Environmental Services 1=7.60 18) "x 8'x 2' HIGH J r4J 7.60 OUT I=7.30 OUT) `I 6 70 OUT) I 6.40 OUT) I=5.95 OUT � M - - - -- - _ DMH28$ ._ __ - -- 101 Walnut Street, P.O. Box 9151 DMH 27 - - - ICB 18 __ -- -- - R=11.6 ,' __ I=5.25 27 m D IR)�c v` SORTATION DMH R-1o.o -- MH 28B -" R=s.tS 3A Watertown,Massachusetts 02272 } I I - - -__ ._-__ _. _- I=5.85 26 "- I=5.30 288 617 924 1770 FAX 617 924 2286 I=7,65 22 _ .._ FES 1v v - - - - U 260" G x 14" x 1.00'DP INFILTRATION TREQ-'-, - .. ,. I=5.70 OUT I=5.25 OUT) I=7.00 z 5707254 5 2,30.00' ' I 7 2 E - - - - - - - - - - - 0 �= - - - • ( - �?Y-37 6 (PVC 18"RCP �^, 8"' TAPPINGS' I c3 __.. SLEEVE I a>; - • u -► AND VALVE ® I - - - - - 12"PVC 1 s. WG ` r ZS gg z 4"" TAPPING WG L� - _ .;� 4IN SCB 34 P6 E5 N N JO'PVC 10'PVC <" NSsAL G# FES 2 SLEEVE wGv- �,/ %�. 8"W Q-RA AND VALVE - 4'W 8xfi' 1=6.15 out 50 G•C F25 (8' HWG FT•. o u? Rp 6 E 12"D 4 5'" 1 - II- •D iDl- - - - - - - - - - - -2, PVCSFM•- - �t BAND w `aONEt� RA N` 8156_ - - - - - - -2 PVCSFM - � A WATER METER �. ,. r ® .,� 4L� LIMIT OF `. �k .^� N(SEE DETAIL) � �, + �' J DMH 338300"LG x 14V x 1.00"DP INFILTRATION TRENCH >. f / R=9.1- - - - - - I=5.15I I - - - - - - - - - - - - - - - �- - TD 5 ` � RETAINING I=5.t533A) S\�N�R w- • N6916 59"W I=5.05 Q2• �. - R=8.25WALL �,p �\NAxT) - - - - - - - - - -- - - - - - - - - - - - - SHED tICB 12 ICB 13 fi ICB 14 - ICB 15 - ROOF C I=6.75 ouT DOCKRD6 --- o Tr DMH 32C�. ;!�10R=10.0 R=10.0R=10.0 R=10.08.20 TRNCH) I=8.20 TRNCH 1=8.20 TRNCH 8.20 TRNCH '\ I-6.7 N R=9.10.` eN I=5.35 RD6r( I=765 OUT) ;' I=7.65 OUT I=7.25 OUT) I=6.95 OUT) �` Q I=5.35 RD73_ �aO I-5.3 0h � _ I=5.35 0)G1) I 4.58 EX lam a �p i!�GQ �. �- __ _ -- U ao h' I=5.35 OUT) - C Io � �h RD5 DMH 30 p +r I=6.75 R=a.s � : L / o. . DMH 17 � ::. .',!..r.: _ 131) _.� -► R=11.6 I 5,8 H. SDMH 8 Z \ I=5.8 TD4) tj �I - \ 1=5.7 29) �NG R=to.a 18 RCP 24"RCP I=6.30 t Q Q c'•� N P. I II I=7.20 3 1-6 30 0 T) 1 �f X01 rr = OUT) _ J _ i _- � � I 5.7 I=7.20 4; - MARK 1 II. I=7.20 12) 1 ' {, PROPOSED R�8.25 -8x8 PICKET �i�I - _ I=7.20 13 - u I=7.2D OU T) (SUPERMARKET I=6.75 cDUT WG P° 7 SCB 31 11.80 - i f" U 8'"F 8x6 R=8.5 i.97 ®. JG ( + SDMH 9 � SDMH _�_ rQ a R-10.4 ® a �a �1.. 4„DO TEE E WG �• I=6.1 OUT J - t I=6.ao 1 �o I=6.60 s) �o DMH 35 O YtGYiti II I=6.80 14) ti I=6.60 15) a.,� R=11.6 + I=s.s0 8) I=6.6o s) f + <a SWALEJ/ SDMH 2 I=7.0o-_ I=6.80 OUT I=6.60 OUT)10).15 - I=7.30 �URD)2) CpQI=8.100 1 ® ®.- `. r` I=7.00 OUT)) WG \ l / O� 611 W-� WG/ �}O out HYD l TD 3 RETAININGY r & off ti GROUND=' , R=8.25 + WALL G ® .._ � GORGE € I I=6.75 OUT) 1 ! - - - - - - - - - - - - - - - - - - - - - - -`' o ` RD4 6�f SDMH 29, I a -► R=8.6 <r - - - - - - - - T I I 4yi y DMH 378 R=8.25 T = .6 + TD tf` • ; z TD 2 I=6.75 �(- r. - -..)y. F - - - - - ;I to 6 3 - - - - - - _^ I 6.75 (OUT) / :=6.6 IRC i. I ICB 5 c' TPQ#8 I=6.4 ( OUT 270'LG x 14'W x 1.00'DP ICB 6 r: R=32.Is 4 Q ® R=10.0 .., INFILTRATION TRENCH , R=10.0 I=8.20 TRNCH s I-X7.90 U `' JV ICB 4 I R=10.0 ])SHED I-27.J �33556A� Y ,q� 7Z\ � O I=8.20 TRNCH) 't �o ', I=8.20 TRNCH) " LIMIT OF o 75Zg HU �" "' I=7.25 OUT) I=6.95 OUT) -► CANOPY I=27.90 OUT ,4�Vc I=7.65 ouT_ - - - - - - - - - - - - - - - - - - - - - - - - PVC �.. , /. TD 1 5'50,w 4 1f 1' � h 7 ' - I h - - - s - - - - - - - - - - - - - -�_:r.-- - - - - - - - - - - CB 35A R=8.25 �'T Ng3'4 T oqf �^ R=32.0 I=6.75 (OUT U II Y ICB ! R=1 .0 _ RD2r' � I=7 65 OUT NS? i =7.50 if cV I 8.20 TRNCH --- � I - ?03 I=28.0 � � %y �t- N W I RCB0.s �6 �j- N � ,i RETAININ �D �_, I RB 36.2 B �I I=8.25 ouT UNDERDRAIN WITH 0 ) I-2 y; Q o �I 6"' PERFORATED PVC�o ° N67� 10- 08' 6T 3 19{W - _ _ - 4- I=7.00 0/° C I��RET�-° -❑-❑ 'o °-°_ TES4 PIT BOUND I-40.0 ' �`;.- VCS ;4 DMH 37A � 4P T _ j J -J� O -_ �p�TONE Y' R=38.8 W ct �HEA�,TONES HEAD 1=28.9 I=33.80 36) (p �.y CUT AND CAP Di 'ED 12 RCP f ? i 27.25 swa 44- EXISTING LINE I (TYP) ,x } �oADSTONE I CB 36 a .T,; r' / I I 1.9 i I I= 4.0 OUT) 34 ^"1 I STONE j s~ . ® GENERAL REVISIONS 5/6/98' I CONCRETEAD I Q6 orDOD`I I JEFFERS PROPERTY 0� R� I GROUND„ �INo> - No Revision Date p d BURY NU iEMEN' NOT IN CONTRACT 1 GENERAL REVISIONS 27 �)8 "OLDS SOUT1� ,; ( s �y I �! r j �t f Designed by Drawn by Checked by ..r, O DV�Et LING / % I X160 CAD checked by Approved by O � 1T7JIT!`i7 /l .r•'r'.'�.!""�,.^.. -,..._,....... L r? �.,` <,/lGl Scale Date I ° O FOUNDATION WALL 1 OFFICE F.F. ._ 1��40' 1/21/97 O/ TO REMAIN -LING GONCR Project Title �w 7 -,66 F.E.- 4.61 NG WA _ ® �� Sumer Stop & Shop BOUND P-S 1 '� ,.,. - f Jt' Y STONE GRANITE MONUMENT _ 16��x16'x5.5' HIGH PEABODY P-s 12 ` I`' + 3/8" DRILL HOLE IN ST]WE 4 CEMETERY CURBING - I � , � -�-_ - Width -- _ SAL public - lJoriable 98 48 19 49; r ` < Peabody / Salem, Massachusetts CUT AND CAP I `� J 122+w N763239W Issued for EXISTING LINE 4 (TYP) "� ORE M Construction I n. b'4y $OX TMS R�26.48 -F T �7-FS ! S@@ Drawing Title aUt 9,55, Cole Width �� bie Utilities Var,a Plan J Q W T d Drawing Numb-r 0 ro N O d Co C-5 O M W H� as oz �-W Z J Sheet of Wu UU 40 0 40 80 wo 5 13 Project Number SCALE IN FEET 03834 3834ut2.dwg TOM. I„ a P-S 10 NORTH CANAL . WITNESS MONUMENT (GRANITE) THD' a S"x 8"x 2' HIGH — _ ,JUDITH _... ETTS _A TRANSPORTATION ,AUTHORITY _ MASSACHUSETTS ti c, _ _ _ T Vanasse Hangen Brustlin Inc. MONUMEN - W 57072 54 E 230.00 S,707 40124 �6 (Fo D) 'I_ ILFORD TRANSPORTATION INDU'- _ • 34 S674937E 71- J52 02' —— .� FOP DETENTION 5.45IN - _� = - _�� Transportation l UE > CRI EW'Y s. _ g E E D E �;✓ - - -- - _ -- :� Land Development r --T PzW,4NT INCA S TAI - _ __"-' � 1+00 2+00 3+00 L2 4+00 5+00 6+00 E -- �� \ #5 / ET (SHEET �_— — - --------- ---- ti Environmental Services -- 7+00 �- .3" E qq SE - 86.564' r� 0+90 D _- - _- _ - ------------- L2 __ -- `-_ -_ �-ABANDONED RAILROAD SIDING �, i - _------ _ _ - -_ _ - 101 walnuts t,P.O. Box 9151 ".- ;- ,"- � - tree P - - �� 204 Watertown Massachusetts 02272 sachus 23 - _�_ 617 9241770 FAX 617 924 2286 �' nN AD SIDING - -` �AE3Fa110 . 'LD RALRO w SO � aVANOMIT OF �- OxZ a �' LOAM 4 SEED N697659{Y 1 J�0' \v777-7M _ RU SHED, ROOF ONLY DOCK S UJ,4 L E UJ I T H c3 �� \ c�}N� ` -- -~`_ M( RICE CUTGR,4 2 PIK IPE OV. Cj �o K` - 14 3 R IRON (FOUND PT = 8+66.OE; II --3 TC � ��1 ^, 0,4M 4 SEED ,� III Lei m E < < t t _ ___, Z �, STEVEN P. II RAS ry_-__ ' t i � -J �1 o, ANG l SARK - �I 3 J _ J I ~ AM g SEED N L ROPOSED PC = 9+10:J6 p 2 31 fi M SUJ,4LE UJITH PICKET P'K 15 CN 80 li 3 Z SUPERMARKET N RICE GUTC�R,488 �7/ II 31 _ �� r =12.5 N J D ; 1 FFE �I 3 PG �f MAIN BUILDING: 63,013 SF + doe PICKET SHED Z • , �� - _ ENCLOSED RECEIVING: 2,457 SF C, ° ' I I ti r-!L�_L CO LI) c' .,. CFS TOTA� BUILDING: 65,470 SF !f I C8 _ . } , CHESTS"ON'DOCKS: 1.230 SFBOE _ & �y. c I 3 Jzml ® i TOTAL GROUND COVERED: 64,700 SF. MARIA Og ' TOTAL MEZZANINES: 11,432 SF ===�W -- GEORGE 2 P'K 31 GROUND= 2• 2 M _______ _ + G E 20 � E i 5 RG R 3 VC ' ,� M 3 IJ3 I J 14' LIMIT OF o ` ` Np h, I c�4 3 RP f 5 RC 5 RC CANOPY WAREIIouSE �, 2 PK O o I � . PC `y T I �,til�a IOUS `u >1 0 HOLE 'or "NT O I BRIO . 5 JG \ 7 19"lY -04' l� O © 8' 31'7 v <L Ir 4� TE ❑— � � � 5 E A iv I o 2 PG (p{ I JC � ,:v�sTON�� ', I I OA 4 SEED T /— _ I )�25-5 T� 3 PA REMOVE DEAD TREES AND SELECTIVELY PRUNE EX:15T'NC� �- ARENOUSE YOUNG HARDWOOD TREES TO REMAIN. 4 I CONCRE E . : 4 � ETQI E��T� ITY OF PEA�ODY IND" 3334 `6° t��Iai:•. - e-io —' ^, � � SOUTH BURYING GROJ ' 38 + OLD + �' 4- NNELLING I I ' 6' CEDAR "SHADOW BOX" STYLE 1=ENCE D #1 BO I I dI I I --�``-'�.__- - r"'°>�`' '� OFFICE F.F. ` 38 W�6 G 40 F.F.E.=4 1NI� CRW \ &q 51 7 # r v I - �� , •' • r =43.61 � `- }:�3 N P S11 GENERAL REVISIONS 5/6/98 ! .. o STONE BOND X43. 4, GRANITE MONUMENT c�.. _---�_ 1� GENERAL REVISIONS 3Z27/98 p i 16"x16"x5.5 HIGH _ __� " ,�„_:, -•� SIDEWALK No. Revision Date ppvd. P-S 12 _.--,w_ - v PEA.BO��' �' -� -- + 3/8" DRILL HOLE IN GRANITE MONUMENT CEMETERY CURBING _____.- _ �r�~� Designed by Drown by Checked by _— -- ------. (FOUND) SALEM ( width) //C _ variable CAD checked by Approved by / ub - 9g.48 19.49'.` :��`�' /•t l Scale lno� Date 1/21/97 3,22 3 PK �t79•w PROP. GATEWAY ARCH //VV!! Project Title / 6 4g AIR�R Super Stop & Shop z BOX ° 40 0 40 80 R-2 6.48 1 Ciff SCALE IN FEET 1~71 /a�y°Ut Peabody / Salem Massachusetts ,►�J �nty y 5 C ;dth) ��Variabl e �/ Issued for LANDSCAPE MOTES PLANT LIST Construction I. ALL PROPOSED PLANTING LOCATIONS SHALL BE STAKED CAREFULLY ICzY QTr• 50TANI�-N� �bN N" 812E AS SHOWN ON THE PLANS FOR FIELD REVIEW BY THE LANDSCAPE ARCHITECT 9. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR PRIOR TO INSTALLATION. FOLLOWING DATE OF FINAL ACCEPTANCE. MC 8 MA,LUS X "CENTURIAN" CENTURIAN CRABAPPLE 21i2-3" CAL PA 6 PL.ATANUS ACERIFOLIA "BLOODGOOD" 5LOODGOOD LONDON PLANETREE 31/2-4" CAL 2. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UTILITIES 10. EXISTING TREES TO REMAIN SHALL BE PROTECTED WITH TEMPORARY PK 13 F'�UNUS SERRULATA "KWANZAN" KWANZAN CHERRY 31/2-4" CAL AND NOTIFY OWNERS REPRESENTATIVE OF CONFLICTS. SNOW FENCE. ERECT SNOW FENCE AT THE DRIP LINE OF THE TREE. PC 14 PY"RUS CALLERYANA "ARISTOCRAT" ARISTOCRAT PEAR 3%-4" CAL Drawing Title CONTRACTOR SHALL NOT STORE VEHICLES OR MATERIALS WITHIN THE TC 11 TIL.IA CORDATA "GREENSPIRE" GREENSPIRE LITTLELEAF LINDEN 31/2-4" CAL 3.NO PLANT MATERIALS SHALL BE INSTALLED UNTIL ALL GRADING AND LANDSCAPE AREAS. ANY DAMAGE TO EXISTING TREES,SHRUBS, OR LAWNS CH 30 TSIJGA CANADENSIS CANADIAN HEMLOCK 12'-14' HT CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST PN 10 PINUS NIGRA AUSTRIAN PINE 8'-13' HT Landscape TO THE OWNER P5 46 PIMIUS STROBUS EASTERN WHITE PINE 6'--1'HT 4. 3-INCH DEEP SHREDDED PINE BARK SHALL BE INSTALLED UNDER EA 5 EUCONYMUS ALATUS "COMPACTA" DWARF BURNING BUSH 2'-21/2' HT. ALL TREES AND SHRUBS, AND IN ALL PLANTING BEDS, AS SHOWN 11. AREAS DESIGNATED "LOAM t SEED" SHALL RECEIVE 4" OF LOAM AND JC 66 JUMIIPERUS CHINENSIS "SEAGREEN" SEAGREEN JUNIPER 18-24' SPD Plan ON THE PLANS, OR AS DIRECTED BY OWNER'S REPRESENTATIVE. SPECIFIED SEED MIX. LAWNS OVER 3:1 SLOPE SHALL BE PROTECTED JH 0 JUN41PERUS HORIZONTALIS DEPRESSA PLUMOSA COMPACT ANDORRA JUNIPER 15"-18" SPD. WITH EROSION CONTROL FABRIC. JS 18 JUNgIPERUS SARGENTII SARGENT JUNIPER 18-24" SPD. 5• ALL TREES SHALL BE BALLED AND BURLAPPED, UNLESS OTHERWISE IJ 6 ITE:A JAPONICA "BEPPU" DWARF SWEETSPIRE I5"-24" HT. NOTED,OR APPROVED BY THE OWNER'S REPRESENTATIVE. 12. THE CONTRACTOR SHALL HAVE ALL FALL TRANSPLANTING HAZARD RB 15 RHODODENDRON "BOULE DE NEIGE" BOULE DE NEIGE RHODODENDRON I6"-24" HT. 6•FINAL QUANTITY FOR EACH PLANT TYPE SHALL BE AS SHOWN ON THE PLANTS DUG IN THE SPRING AND STORED FOR FALL PLANTING. RP 2-1 RHODODENDRON PJM PJM RHODODENDRON 2-21i2, SPD. VC 6 VIBURNUM CARLESI MAYFLOWER VIBURNUM 2-2t-2' HT. PLAN. THIS NUMBER SHALL TAKE PRECEDENCE IN CASE OF ANY 13, LOAM AND SEED DETENTION BASIN SLOPE WITH w DISCREPANCY BETWEEN QUANTITIES SHOWN ON THE PLANT LIST AND RICE CUTGRASS (LEERSIA ONYZOIDES) ON THE PLAN. n -1. ANY PROPOSED PLANT SUBSTITUTIONS MUST BE APPROVED IN 14. PLANT DETENTION BASIN PLANTS IN CLUSTERS OF THREE o PLANTS, 2 FEET ON CENTER 9 WRITING BY THE OWNER'S REPRESENTATIVE. Drawing Numb--r °� 8. ALL PLANT MATERIALS INSTALLED SHALL MEET OR EXCEED THE 15. LOAM AND SEED ALL AREAS N07 OTHERWISE TREATED. \_3 SPECIFICATIONS OF THE "AMERICAN STANDARDS FOR NURSERY "v 16. THIS PLAN IS INTENDED FOR LANDSCAPING PURPOSES ONLY. 000 STOCK" BY THE AMERICAN ASSOCIATION OF NURSERYMEN. REFER TO SITE /CIVIL DRAWINGS FOR ALL OTHER C-6 SITE CONSTRUCTION INFORMATION. as az z`J Sheet ci LJ o 6 13 �o �Q U U Project Numb 03834 38341 A.dwg i' r, zY,� U- 117 w Vanasse WHang en Brustlin Inc.� U1 BENCH MARK PK NAIL SET Transportation CH/SEL CUT ON � � AUGUSTINE J. MERLINA, /N RAILROAD 77E Land Development SOUTH ESSEX SEWERAGE DISTRICT BR/OGE ABUT. TRUSTEE ELEV. 9.43 Environmental Services ELEV 10.59 �tt 101 Walnut Street,P.O.Box 1 Watertown,Massachusetts 02272 NORTH5!!� CANAL 617 9241770•FAX 617 924 2286 Jul �' i 9•o MASSACHUSETTS TRANSPORTATION AUTHORITY 0 N.0 x.......................... ............... --- - S70y254E a 401.24' •2 GUILFORD TRANSPORTATION INDUSTRIES x8.0 Z xg 2 S70r254,C 2,30.00' -- S6749 7E - PAVED DRIVEWAY _ s�� S70y234 E •352.02" W .56, 3 5 0 q ABANDONED RAILROAD SIDING TPo# NAMk i 8 DIRT ROAD o �LJ QABANDONED RAILROAD SIDING --T °ca eIz oh � R SIRES.\ heti 1. ¢ SHED. ROOF ONLY CONCRETE FLOOR SAW MILL V,Q\ r ti W,- MARK A. �F � RAMP _ i ; SEVEN P. NG � �— REAL BENCH MARK P D N DF VEWAY 8 BENS T �� R/M SMH �REA , PICKET ELEV 11.80 (/NV. 4.97 SOo; C o SHED I ' GF, I ,f N "' PICKET ® I 10 JOE & MARIA GROUND=12 97 GEORGE 101 20 -10 r C013CRETE 30 . rrrrrr; �� —'� r r.;r ri r.rri/n`fes; s 3 LE CO % SHED CHAIN LI PAVED AREA "' FENCE Ql 0 w.R BUIU)DING ' ` �q ``► frf N h�I q O h .iai r rrGr,/F % �i WAREHOUSE I 14fy `7/ RAVEL N(;(/ cc Ri tz LINK ti 2 � � N I 2 i irrrrrrrrirrirr,F/F,�'= .1rr-7i�iiirirfi .._-_.. I ( REMAINS 2 R TAINING WA BITUMINOUS 9 •,r°° F.E-28.2 T P= PAVEM d a `L BRICK �1 N � 2'�0' w 3619: I o � �o BOILERHOUSE �� `� 0' _ RNG N7045;� Q Z H pSTONE Z p HEAD % ;ririAr:-%% ' r • ,4 % W Q "� u' 3 .rrt r r r ; Q �— co ADSTONE SHED ' WOOD fa, RETAINING f ' r r NAL % 1 r r WpREFiOUSE A GENERAL REVISIONS 3/27/98 STONE Revision Date ppvd. HEAD E � -., .rr r � r � ` Designed by Drawn by Checked by CONCRETE RETP► L �3 OF PEABODY 33x4• STO WA r i Ij i �� r � rrr �,. C�1 f' D�, RASS OUS y ti CAD checked by Approved by it r EADSTONE U TH BUR�NG GROUN I 38. * IT. AVEMENT rri�ri/rr�, Scale 1"�0' Date 1/21/97 "OLDS SO "frr it RIV 5 • ffal ' 3 f `f R V •' ` WO RA Project Title �ELUNG ; F D E Super Stop & Shop f #160 f / rJN J 3 srr�t � 'S WELLING i � OFFICE F.F. rlrr �, ; F.F.E.- .Fr; 1'4RET 1 h WALK a`z � #166 r 4 _43.61 C - 4 I C3 /FtF.�i 43 p4 4 29 40x6 - Peabody / Salem, Massachusetts PEABODY1NCRETE SIDEWALK p Issued for d th ST�FYT Construction �8' --�, / � SALEM blic — I/a�iable Width) 98 19.49' �N BntC 01 r!Pv 122'w N76;32:39 W -- FIR Drawing Title R=Z6'�9 BOX Existing � T yoS , Conditions�a��t 19CbI6 ;dPlan t� tn� Va �arja J W W Cn Drawing Number 00 O ro \U p W �M ' . 7 000 M LO �LO Q DZ r-W Sheet of �o 7 13 �a U U Project Number 03834 3834ec.dwg RIM=10.0 34"X36" CATCHBASIN FRAME & GRATE 6" DIA. PERFORATED PVC PIPE a (LeBARON LF278 FINISHED GRADE (360' PERFORAIIONS)(TYP) OR APPROVED EQUIVALENT) w, 6" PVC PIPE FINISHED GRADE 15' MIN. FILTER FABRIC '\ Ils- 1' MIN. A �, Vanasse Hangen Brustlin, Inc. . . ...., � / � od� .pyo a .. o:,:; � ® \ • • / �, ° INLET ELEVAT10N=8.7 /// -6X6 PVC TEE a a °o° 1 0 12" W QS .Qo o;: - o.. v.00 •P .o off. o .'�:P ...•r ar•' A 0 O A Transportation RX (TO MATCH CROWN OF 6-PVC) A 6X6 PVC TEE A - - - - a ;\ •.. /\y/\\j/\\j/\\j/\\j/\\j/\\j/\\ \\j/\\j/\\j/\\j/\\j/\\j/\, 2.33" 4.67' 4.67' 2.33' ____ _-- - Land Development " \ '..c /\/\ \/\/\/\/\/\/\ APPROX. LIMITS to 10 PVC OUTLET /\\/\\/ \ \ \ \ \ \ \ \ \ \ \/\\/ 14' a a j OF ENERGY i z a Environmental Services W/ 10" PVC RISER \\ /\\//\\ . .' - :• ; ` : s //\\ a ---- I DISSIPATION Q o \/\ a :• :' //\ HIGH GROUND WATER WASHED STONE BOTTOM --__ BOWL L-J % 6" PVC OUTLET TO /\\ \\ ' :. ELEV.=7.0 FILL ELEV.=7.5 101 Walnut Street,P.O.Box 9161 jINFILTRATION TRENCH \. ;. • o o Watertown,Massachusetts 02272 Infiltration Trench I ""tt .�. C, 617 9241770•FAX 617 924 2286 ' INV. ELEVATION=8.2 %j :•;: •. ...// N.T.S. OUTLET TO NORTH /Z, 1OX10 PVC TEE / // C OUTLET TO I PLAN RIVER CANAL VIA :� :' ' /j "' /� INFILTRATION TRENCH -- CLOSED DRAINAGE \\ ';. a• �° � j �'� � � APRON EDGE TO - °. .' BE SET LEVEL SYSTEM WITH FLARED END N i d // / ; .• ,',n //� SEE NOTE #1 I I INVERT ELEVATION (TYPICAL) AM • 4" LOAM & SEED SEE DRAINAGE PLANS Z. j\ . .. :a• . , a • .. ' '.'• FOR INV. ELEVATIONS � OUTLET TO NORTH : . •, \\� 2'-0" 1s'-o" 2'-0' 4" 4' \\ ' \ RIVER CANAL VIA - \ , - /\ ': a • : CLOSED DRAINAGE i\//\//\//\/ //\//\//\//\//\//\//\//\//\/ SECTION _-- - --- -- /\\ /\\/ SYSTEM \\\/\\/\\/\ \\��\\��\/\\/\ / / //// 1'_0• - - PRECAST t1ARED - PRECAST CONCRETE ,. •. : • a' //� /�/��/\ /� /� ____ _ _ _ SLOPE 1:1 MAXIMUM DI UTILITY VAULT y\\ '", /\\j 10X10 PVC TEE STONE% / /\ --- (ROTONDO MH2X2 \��\/,777, �\/\/\/\/\/•\/.\/.\�\\�\,,� LBS. -- ---- - =_ } .• .� �\\\/�/ `d $ t I RIPRAP TON' 251LBS.OMAX.) �7 50 IMIN OR APPROVED EQUIVALENT) '• I _______ COMPACTED IMPERMEABLE V-6" RIPRAP STONE PROTECTION °•° ,.,.t.. EARTH CORE (50 LBS. MIN.,125 LBS. MAX.) �O° �y°b $ v°.g. Catch Basin-Tributary to Infiltration(ICB) 6' CONCRETE 3000 PSI TYPE II CEMENT obp•w ° d MAXIMUM 2" SLUMP 0 6690bhp: ��.°�� COMPACTED 6" CRUSHED STONE N.T.S. NOTES: SUBGRADE SECTION A-A BEDDING (11h" STONE) DISTANCE ARIES 1. HAND SET FIRST LAYER OF RIPRAP INTO CONCRETE TO APPROXIMATELY ENERGY DISSIPATION EE'ORAINAGE PLANS 20' MID-DEPTH OF THE LAYER. BOWL TRENCH DRAIN CATCHBASIN 2. HAND PLACE REMAINING RIPRAP AFTER CONCRETE HAS SET AND CHINK 34'X36" CATCHBASIN �--" EE-GRA ING PLAN A I I NOTES: WITH SMALLER STONES. FRAME do GRATE FOR RIM ELEVATION (LeBARON LF278 CB 1. TRENCH DRAIN SHALL BE HEAVY DUTY .TYPE OR APPROVED EQUIVALENT) 0 000000000000000000000000000000000000000o DESIGNED FOR HS-20 LOADING. Flared End Section with Stone Protection 2. CONCRETE SHALL BE COMPRESSIVE Overflow Riprap Swale Section LD-114 A REV N.T.S. NS STRENGTH 4000 PSI, TYPE II CEMENT. //% \/%\�/\ A I 3. TRENCH DRAIN GRATE SHALL MEET LD-119 A RSV N.T.S. Y//�/ ' ' ' •'" \ AMERICANS WITH DISABILITY (ADA) \\\\ P� TEE PLAN REGULATIONS. jj •, •\y/\\j VARIES GALVANIZED STEEL GRATE SEE DRAINAGE PLANS STANDARD (20"x8") FOR RIM ELEV. CATCH BASIN COMPATABLE OUTLET TO INFILTRATION TRENCH WITH TRENCH DRAIN OR CLOSED DRAINAGE SYSTEM SYSTEM �\\ \/\ S=1y PER FT. \ ' SEE DRAINAGE PLANS ' SEE DRAINAGE PLANS a \// END FOR PIPE SIZE, LOCATION . . • :FOR INVERT ELEVATION CAP N Z AND INVERT ELEVATION 10,-9" PROFILE ANGLE FRAME SYSTEM Seal-see Seal with caulk 6" Concrete `�/j�/ • \ � note below inside and outside typical ACCO DRAIN SYSTEM SURFACE TREATMEI'NT (OR APPROVED EQUAL) 8" VARIES 3p• 1" 2,-0" 2,-0" \% \/ PRECAST CONCRETE \ • ' : ; :: •; :• +• \�%j�/ /� �� i UTILITY VAULT 777747�7..e • A \ ��-�/ O _M 112" 0 O A (ROTONDO MH2X2 '\//\\//\\//\\ \ \//\\ \\ \\ \//\\/ /\ \�\ CLOO a a g i - D.I.P. OR APPROVED EQUIVALENT) j�/j�/j\// \//\/j�//\\/\//\�//\\\// / /� ° • 8CP°� s a .. . 6 °g 0 4 O 90 ° a' o cog O t6 30 Typical �\ Q, �A O OQP • ••° 9� q O Oco ° • 09'' O m0 66 5��z O d O V�' • • '. •d'. � Seal-see 8' d• cpo CAST-IN-PLACE note below °0 ° 0 D.I.P. Shallow Catch Basin(SOB) 8 o 0 •' 4.. S" (SEE NOTE 2) Lj"212" C� O dd 0C N.T.S. ° ° B o a 80 o o C g GRAVEL BASE 66 90 t� g°� 00 OO M„ Q �g CP0 09 COMPACTED PLAN VIEW B B rjo0° �o�o o0l�°°' o Doo o co SUBGRADE SUBGRADE ® GENERAL REVISIONS _5/6/98 NOTES: SECTION A-A GENERAL REVISIONS 27/981 ACC24' SIS' 1. ALL SECTIONS SMALL BE DESIGNED FOR DESIGN SPECIFICATIONS: Designed by Drawn by Checked by No. Revision Date ppvd. HS-20 LOADING. Trench Drain TREATMENT CAPACITY: 2.8 CFS iv m ;.; .• 2. COPOLYMER MANHOLE STEPS SHALL BE SEDIMENT STORAGE: 1.25 CU. YD. CAD checked by Approved by INSTALLED AT 12" O.C. FOR THE FULL LD-113 A REV /'��- M.T•S• SEDIMENT CHAMBER DIA.: 4'-0" MIN. 48" DIA. MANHOLE i t DEPTH OF THE STRUCTURE. \f Scale None Date 1/21/97 �- 3. PROVIDE 'V" KNOCKOUTS FOR PIPES WITH ALTERNATE TOP SLAB 1" MAX. CLEARANCE TO OUTSIDE OF PIPE. Project Title MORTAR ALL PIPE CONNECTIONS. NOTES: (STEEL REINFORCED FOR HS-20 LOADING) Manhole frames and perforated 4. JOINT SEALANT BETWEEN PRECAST SECTIONS 1. ALL SECTIONS SHALL BE DESIGNED FOR covers, by Vortechnics. (Typ. of 3) Super Stop & op FINISH SHALL BE PREFORMED BUTYL RUBBER. HS-20 LOADING. Rim Elev. 9.25+/- GRADE 8" 24" DIA. 8" 5. DRAIN MANHOLE FRAME SHALL BE SET 2. PROVIDE `V' KNOCKOUTS FOR PIPES WITH for Concrete reinforced 1" MAX. CLEARANCE TO OUTSIDE OF PIPE. for HS20-44 loading. ACCESS IN FULL MORTAR BED. MORTAR ALL PIPE CONNECTIONS. - - - Elev. 8.92 To Vortechs ADJUST TO GRA©E WITH CLAY BRICK AND I I SEE MORTAR (2 BRICIK COURSES TYPICALLY, 3. JOINT SEALANT BETWEEN PRECAST SECTIONS NOTE 5. ''` "w'. 5 BRICK COURSES MAXIMUM SHALL BE PREFORMED BUM RUBBER. Seal with bb p Peabody/ Salem, Massachusetts ® 4. CATCH BASIN FRAME SHALL BE SET B of Butyl Tubb r and sides and IB » IN FULL MORTAR BED. com ound 12 D.I.P. Bypass Weir Issued for 0 <m P PI tes a> Crest EI. 7.64 N V) •} 4' THICK FRAME AND COVER co INV. 5.25 Q �g ,6" . g Construction Crest Length = 3,-0" ° W a o_ STEPS, SEE °: (LeBARON LA264 OR r I r W Z W o0 NOTE 2. APPROVED EQUIVALENT) I , From To DMH 33B O W SEE I I ,,� 6 D.I.P. L) N NOTE 4 FINISH GRADE (SEE GRADING PLAN) I I I RD 7�a i� o I i in o o0 1 • :Caulk- n `t Drawing Title 24`D o C % 48" DIA. MANHOLE o m `: i Isee not 18" RCP F SEE NOTE 4. TOP OF PIPE above = W N oo Elev. 1.25 • a OUTLET SEE NOTE 3 Details DIA. Z '• VARIES INVERT I NON-SHRINK :� SEE PLAN SECTION A - A 6" D.I.P. F= DIA. 00 •. (FOR EL) GROUT RD 6 N c „ VARIES 0 HEIGHT OF `DOG HOUSE" OPENING DMH"32 ryt O N 12' iK�' , , • r t ----- STRUCTURE 2 m °rY Y�Fv., t: NON-SHRINK zo rw AS REQUIRED 4-0 Diameter 12" D.I.P. Manhole (Inside) V) a ,• .. GROUT QmLU •. ^ •,¢ (•(o.,. 48" DIA. :.Q•�.o O'.`9:' 12' o 0.0.. 9:0 °4 p0 °°g, ':.• ° Q OA Drawing Number os :opo b', d o .o. ° ° .° m d �> TYP. From DMH 30 00 o SHELF TO BE FORMED CEMENT CONCRETE INVERT ° 8 °p_ o°" ' V o r t e c I�117 i c s STOP 8c SHOP, SALE�vl, MA aM FO A SLOPE OF 1I PER °•�/' ,\ � / L41 Evergreen Driv STORMWATER TREATMENT SYSTEM m OOn FOOT (FOR PIPE SIZES 12" COMPACTED 18 INCHES AND LARGER) GRAVEL \ Portland, ME 04103 oZ COMPACTED 12" COMPACTED COMPACTED Tei.: 207-878-36 2 VORTECHSTM MODEL # 2000 PATENT PENDING P icS STOP & SHOP F_w SUBGRADE GRAVEL SUBGRADE 41 Ewr9r..n 0H� Sheet of w Fax: 207-878-85 7 P.rtand.ME 04 03 PROPOSED BYPASS STRUCTURE DATE: 2 19/98 SCALE: NONE FILE NAME: 648T DRAWN BY: NDG CHECKED BY: TRA 7.L:207-878-38 z SALEM, MA H l3 U U D�.p■•� Shallow Cover Manhole S/�''�j��j��\� Fa.:207-878-B5 7 rain Mole(DMH, (SCM REVISIONS: REVISIONS: DAIS: 2/24/08 SCALE: Non. FILE NAME: MCBP DRAWN BY: RAS CHECKED BY: TRA Project Number LD-101 A REV N.T.S. LD-106 A REV N.T.S. 03834 A 3834dtl.dwg I - ... NOTES: 1. ALL SECTIONS SHALL BE DESIGNED FOR \vf HS-20 LOADING. 2. PROVIDE 'V' KNOCKOUTS FOR PIPES WITH ® 1" MAX. CLEARANCE TO OUTSIDE OF PIPE. " SURFACE COMPACTED MORTAR ALL PIPE CONNECTIONS. MERCURY FLOAT SWITCHES TREATMENT GRAVEL VARIES 3. JOINT SEALANT BETWEEN PRECAST SECTIONS STEPS 12' O.C. SHALL BE PREFORMED BUM RUBBER.4. DRAIN MANHOLE FRAME SHALL BE SET Vanasse Hangen Brustlin, Inc. IN FULL MORTAR BED. ADJUST TO GRADE WITH CLAY BRICK AND 2 1/2' FLANGED TEE MORTAR (2 BRICK COURSES TYPICALLY, Transportation \ \ 6" PVC INLET 5 BRICK COURSES MAXIMUM) Land Development 2 FORCE MAIN q C � (� \ FROM GREASE TRAP TO EXISTING SMH. I 2" DRAIN FROM �" 8" AC DIA. TO LJ 8" Environmental Services CESS VALVE PIT FINISH GRADE ® 4- E_ '/ \ �!\ \\/\ SEE 101 Walnut Street,P.O.Box 9151 NOTE 5. Watertown,Massachusetts 02272 \\ UV_ � C C \ (� / \ \ SEE NOTE 4. 617 9241770•PAX 617 924 2286 d 4. OUTLET \ 10'X6' UTILITY MANHOLE1'X6' BOX CULVERT RISER \ _ _ 18" MIN. \ FILTER FABRIC SECTIONS) ROTONDO MH6X10 OR (SEE SECTION FOR 6" PVC INLET OVERLAP APPROVED EQUIVALENT STRUCTURAL DESIGN) FROM BUILDING (MIRAFI 140N OR AS REQ"D. o / APPROVED EQUAL) VARIES -- PERFORATED PIPE a. 2 1/2' FLANGED ELBOW Q i� ".: . `.,:'; ' ` °: ------ ----- VALV'E CHAMBER PLAN PULP STATION PLAN W o_ ; ' N.T.S. N.T.S. o°O•::. d? STONE -------------- 2" ------------ K, T NON ° G :Q o \/ GROUTC4 0.1 -SHRINK - . 'ab o a..0. :.,• .'.' ,, .•� O^ �`eO. O Qv �' o U;� l o�' �j O ....080o(?'o' °o, o.o Q... ; ,. ro'° SHELF TO BE FORMED CEMENT CONCRETE INVERT 18' PIPE DIA. 18' NATURAL GROUND AT A SLOPE OF 1" PER OR COMPACTED FOOT (FOR PIPE SIZES 12" COMPACTED Pomp Stadion Plan GRAVEL. 18 INCHES AND LARGER) SUBGRADE GRAVEL COMPACTED N.T.S. Subsurface Infiltration Trench Drain Manhole 28 (DMH28) LD-121 A REV N.T.S. N.T.S. WATER TIGHT ELBOW WITH INSECT SCREEN LOCKING ACCESS COVER (H-20 LOADING) RIM EL-10.50 SURFACE 4" SCH. 80 PVC TREATMENT d RISER (PAINTED BLACK) (VARIES) WATER TIGHT FRAME k COVER ELECTRICAL DISCONNECT SWITCH 30' DIA. ACCESS OPENING FINISHED GRADE i\ AND RISER SECTION j / oo°� $ ° o Od °/ DEPTH RIM ELS 10.5 ► '..•':; '� ► ° ° VARIES ° o � �• - - - - - - C fib° GALV. SLIDE RAIL ° FLOAT �""� / o COMMON FILL/ 1' ••"':"fin'•-:'.' >•' SYSTEM RACK '! /� ° • ORDINARY BORROW 5®10" TOP AND BOTTOM .:- .i:.:I..' .►•. e o • ° QITUMSURFA D S)MPROOFING REINFORCED CONCRETE - - - _ GALV. LIFTING CHAINS (2)-s", Q ° o FALL 0% EL=s.0 ° NEMA 7 JUNCTION BOX TO _J ° o °O `g #5®12' E.F. LONGITUDINAL CONTROL PANEL p ° 2 1/2' CHECK VALVE-, v :.� ►' I Q ,.: ° • • • • • REINFORCED CONCRETE dv' MANHOLE STEPS AT 12" O.C. 2 1/2" GATE VALE a• o ; :°:_:,: o, W WW FLEXIBLE CONNECTOR .'. 2 1/2' PVC FORCE MAIN o' ;. a nw_ $ -V HAND TAMPED _ • N n Q ° a� ° °. N 12" 6'-Q (TYP) INV. EL Iva 2-75 GPM PUMPS a n o �' '• :: ,: . • • • ° ° -5.00 /::: INV.-5.00 >a MERCURY FLOAT SWITCHES � i '��•:_ �;.,: '.�, � HAUNCHING INV.EL=5.00 U ;b O' ob • ° 2-6' PVC INLETS o �.- ,o.,•.,,.. .0,. .q. \\ . • • • • liq 2' DRAIN INV. FROM BUILDING-3.00 \ COMPACTED INV.-4.00INV FROM GREASE TRAP=3.05 NOTES: ? /� ofd BEDDING SUPPORT 2° PVC DRAIN a 1. BASE SECTION SHALL BE MONOLITHIC 12" ° 0°GU., a:, •0°; o ° ° Q8'.° ° W ° O ° BOTTOM HIGH WATER ALARM & 0 0 4 a ..O°° cb .o :' . .:oQ, r :.. .'g g3 j 12" EL-4.0 EL-4.00 COMPACTED . •a °° ° o Co- PIPE ° LAG PUMP ON EL=2.50 2• ALL SECTIONS AND TOP SLAB SHALL BE' (TYP) O. 0 °O o O., O'�; Cg ..0.• . O. :CD ". o ° LEAD PUMP ON EL-1.50 DESIGNED FOR HS-20 LOADING. SUBGRADE a� .ap o o,. "o., b: ° ° { � o� ,°080 6,-ro' o� o ° 3. CONCRETE SHALL BE COMPRESSIVE #5012" V.I.F. 12" OF 3/4" CRUSHED STONE 0 $°ap 8 O�: 5'-0" DIA. p°p o° oo 8 2" 2• FLAP VALVE ALL PUMPS OFF EL=-0.50 STRENGTH 4000 PSI, TYPE H CEMENT. dd�ri 4000 PSI ° • 12" / LOW WATER ALARM EL.=-1.00 W C-0.45 4. MANHOLE STEPS SHALL BE INSTALLED AIT / 12' COMPACTED ° 12' O.C. FOR THE FULL DEPTH OF THE 8" DIA RIN1G �. BOTTOM EL=-1.50 STRUCTURE 1'X6' BOX CULVERT GRAVEL BORROW TO BE FREE O1F TT GROUT (TYFP) ` ' o° : o' 12" 5. ALL EXTERIOR SURFACES SHALL BE GIVEW Utility Trench NO CONCRETE FILL 0TES& �8°�° V-0" m �° 0°8 0 1'-0° o N�o TWO COATS OF BITUMINOUS WATERPROOFING 1.) ALL PUMPS OFF FLOAT TO BE SET 1' OFF °a;�y $o ° 05'-O" DIA. 0 08®° o go 12' MATERIAL. LD-118 A REV N.T.S. CHAMBER BOTTOM TO PROVIDE CONTINUOUS N.T.S. 6. JOINT SEALANT BETWEEN PRECAST SEC1110NS SUBMERSION OF PUMP. 12' COMPACTED GRAVEL BORROW SHALL BE BUM RUBBER. 2.) ALARM ANNUCIATION SHALL BE LOCATED IN THE MECHANICAL ROOM OF THE PROPOSED 7. WATER TIGHT SEWER MANHOLE FRAME AHVD SUPERMARKET. COVER SHALL BE SET IN FULL MORTAR [BED. ADJUST TO GRADE WITH CLAY BRICK ANID MORTAR (2 BRICK COURSES TYPICALLY, 5 BRICK COURSES MAXIMUM) 31 1 ACCESS NOTEs: ® GENERAL REVISIONS 6 98 1. BASE SECTION SHALL BE MONOLITHIC WITH • A 48" INSIDE DIAMETER. GENERAL REVISIONS P/27/98, N a.° >;• No. Revision Date ppvd. 2. ALL SECTIONS SHALL BE DESIGNED FOR Pomp Station Section 1 j 48LOT-- " DIA. MANHOLE j I HS-20 LOADING. Designed by Drawn by Checked by N.T.S. ALTERNATE TOP SLAB- 3. CONCRETE SHALL BE COMPRESSIVE (CAD checked by Approved by (STEEL REINFORCED FOR HS-20 LOADING) STRENGTH 4000 PSI TYPE II CEMENT. 4. COPOLYMER MANHOLE STEPS SHALL BE scale None Date 1/21/97 FINISH INSTALLED AT 12" O.C. FOR THE FULL Project Title GRADE DEPTH OF THE STRUCTURE. 8" 30" DIA. 8" ACCESS 5. ALL EXTERIOR SURFACES SHALL BE GIVEN .Super Stop & Shop TWO COATS OF BITUMINOUS WATER- 17'-0" SEE PROOFING MATERIAL. 1^.4, NOTE 7 6. JOINT SEALANT BETWEEN PRECAST SECTIONS 16'-0" ANHOLE INV. ELEV. SHALL BE PREFORMED BUM RUBBER. INV. ELEV. RISER (TYP) OUT = SEE PLAN zz 7. STANDARD SEWER MANHOLE FRAME SHALL IN = SEE PLAN R F: z m BE SET IN FULL MORTAR BED. ALTERNATE ALTERNATE z W N a ADJUST ( GRADE WITH CLAY BRICK AND LeBARON LFC206 FRAME AND COVER Peabody/ Salem Massachusetts 6' INLET INLET OUTLET 6" OUTLET w MORTAR 2 BRICK COURSES TYPICALLY, , U W a o_ STEPS, SEE 5 BRICK COURSES MAXIMUM OR APPROVED EQUIVALENT - 6' INLET 6' OUTLET v z NOTE 4 ) Issued for w V '10- UJ r- -----fr---�� r�tc °' RIM TO BE SET FLUSH WITH PAVEMENT Construction v o USE BRICK COURSES AS REQUIRED I I \ W z 0 48" DIA. MANHOLE TO SET RIM ELEVATION \ o w a � 18'D c `j W N a.: �• SEE NOTE 6 e' ,4I b, N Q FLEXIBLE WATERTIGHT • a f SEE INFILTRATION TRENCH DETAIL Go = GASKET OR SLEEVE Drawing Title \Y/ \\ I 1c p . [ F OUTLET FOR PIPE SIZES AND INVERT ELEVATIONS • 7 , Details \\� /------I io N Z DIA. •� LU 12* rVARIES i MANHOLE 24' DIA. OPENING m N TYP ,' <' t .: N RISER (TYP) (TYP) SEE NOTE L 6' 4'-0' 6' 11'-6" 6' :a 12'COMPACTED GRAVEL BORROW BASE a� : °Oo;Q ° 0: �S' °c7.. O ° � `O ROTONDO DB-9 OR COMPACTED Sl16GIME Q O':o' o a a 6'. o, -` APPROVED EQUIVALENT J Plan View w SHELF TO BE BRICK INVERT TO BE INVERTED ARCH o. >. NOTES: 6 : Oo0• O Q,:'•�.. .. x,..00 o LAID FLAT AT A WITH BRICKS LAID AS STRETCHERS p•n::••:`�`b° ::.. o� 1. PROVIDE EACH OPENING WITH A 24" DIA. CAST IRON FRAME do COVER SLOPE OF 1" OOT AND ON EDGE. (5,;'.a.,p; °;o ' °O.:° ° ° �' O o' I? RAISED TO FINISHED GRADE NA1H 48" DIA. MANHOLE RISER SEC110NS. a'.�.'; '' .'�'`°Q:�~``: Drawing Number .gyp p.a,. .a.O.:,p.,p., .°•.':.:. :•>�..c•,,a,' ... °'�'q' 00 2. ALL LEES SHALL BE PVC. 12" COMPACTED BRICK CHIP AND / /� / GRAVEL BORROW MORTAR OR CEMENT �� 3. FILL WITH WATER BEFORE REMOVAL OF DEWATERING MEASURES. CONCRETE FILL 12" COMPACTED COMPACTEDC-9 COMPACTED SUBGRADE GRAVEL SUBGRADE f 0 CO �M I W I o z Sheet of I.- _J 8,000 Gallon Precast Concrete Grease Trap Sanitary Sewer Manhole(SMH) Infiltration Trench Cleanout/Distribution Boz 9 13 U N.T.S. LD-201 REV N.T°S. N.T.S. Project Number 03834 3834dt2.dwg II 77, 77l7ll"T 77"77 MUNICIPAL • STANDARD NOTE: HYDRANT TABLE OF DIMENSIONS 1 th" BITUMINOUS SURFACE COURSE 1.SEE PLANS FOR LOCATIONS OF PUMPER CONNECTION ::::::::c::: :: ...... :::;:.;:::::: :c::' 2 th" BITUMINOUS BINDER COURSE TO FACE ROAD. BENDS B C D E F BENDS B C D E F TWIN BOLLARD MOUNTED HANDICAP •• .° . .o. . _° . SIGNS. WHERE TWO SIGNS ARE ° o ° ''0' TO BE MOUNTED ON INDIVIDUAL 6" 111/4' 8" 15" 12- 24" 12" 6` 45' 8" 30" 12 24" 14' SIGN POSTS ON OPPOSITE SIDES FINISH ?:•.:.p`o :°'o . a..:.:°'.v:;' OF THE BOLLARD. GRADE 6' 221/2' 19" - 13" 6" 90' 30" 27" :o.ao0. ;o 0 00 0. FACE OF 8` 111/4' - 20` - 12" 8" 45' " 30` " " 24" o "'o'o .0 °O o o . ° o o� 12" GRAVEL BASE COURSE SIGN CURBING X 8" 221/2' 22' 17` 8" 90' 38" 36" e o o. c o .° 12` 111/4' • 30" " • 15" 12" 45' . 40" " • 40" 0 0 16 o Q o ROUNDED GATE VALVE WITH 12" 221/2' - 35" • 25" 12" 90' 60` • 52" �8 0 ° " ° ° ° o�� anasse Hanger �l'ilsthn, Inc. ° . ° :O 0 0 0 0 0: CONC. CAP BOX EA ACE ND BENDS r E Transportation PAVEMENT \ / SIGN POST Land Development SURFACE ® 1 i'' \ 1 COMPACTED SUBGRADE Environmental Services Y C HEAVY DUTY FLEXIBLE PAVEMENT o 10 SEE DETAIL 101 Walnut Street,P.O.Box 9151 UNDISTURBED '° o v CONCRETE FILL Watertown,Massachusetts 02272 SOIL 1 ° . (3000 PSI, TYPE I) 617 9241770 FAX 617 924 2286 PLAN SECTION-1-1— COMPACTED 6" DIA. GALVANIZED STEEL BACKFILL TABLE OF DIMENSIONS PIPE FILLED WITH CONCRETE THRUST BLOCK - MIN. PREMOLDED PAINTED IN COLOR SELECTED N BEARING 3 S.F., DO /� TEES G H I J TEES 1 th" BITUMINOUS SURFACE COURSE EXPANSION BY ARCHITECT NOT BLOCK DRAIN. r 6'x 6"x 6" 12" 24" 24" 18" 12"x 12"x 6" 12" 2�4" 24" 18" JOINT FILLER • 12"x 12"x 8" " " 24' 1 th" BITUMINOUS BINDER COURSE SEALANT FINISH GRADE SURFACE - 6" DIA. PIPE TREATMENT VARIES 8"x 8"x 8" 24" 12"x 12"x 12" 36t' 36" 0.. a o . :o °°. °..° 4';.o ° TEETEEo .o . a..::.�•'o.:fl::: °� S ' 000 ° ° o ° oop o ° o • (d 01A.PSII,,OTYPEFOOTING - 6" °° 0.0' Oo O ° o ° ° ° 12" GRAVEL BASE COURSE - — . ddl ' d'o o� 1/2" PVC TUBING 00 ." ,•, �� H ° �' 0 '••000 ° o, °v•w .°• • • .v,• . ., ;: J :000 0 � MECHA(ITCA ° ,0°°° , G '• `• r ;o • ° 3/8- GALV. BOLT JOINT o ap r o v v • o .°• / COMPACTED SUBGRADE � o o W/WASHER � UNDISTURBED ° e • • •• • • • - -- — — . v ° CONCRETE 18'X1 8'X6' SOIL THRUST BLOCK CONCRETE BASE PLAN SECTION 2-2 ° ° • ° ° ° • 1/2" DRILL HOLE UNDISTURBED CRUSHED STONE STANDARD DUTY FLEXIBLE PAVEMENT tO ° EARTH (MIN. E C.Y.) SIGN POST NOTES: 1. PROVIDE BLOCKS FOR TAPPING SLEEVES, DEAD ENDS, GATE VALVES, GRAVEL BORROW • '. CONCRETE FILL AND VERTICAL BENDS (SAME SIZE AS REQUIRED FOR TEES). (TYPE C) • NOTE: PROVIDE ANCHOR RODS AT VERTICAL BENDS AND GATE VALVES. DETAIL CONCRETE THRUST BLOCKS TO BE USED ONLY WHERE THEY CAN BEAR ON NOTE: NUT & WASHER (CUT OFF BOLT UNDISTURBED EARTH. USE CLAMPS AND TIE RODS OR OTHER ACCEPTABLE 2. CONCRETE SHALL NOT BE PLACED AGAINST PIPE BEYOND FITTIING. & GRIND SMOOTH SO THAT BOLT MEHTOD OF JOINT RESTRAINT WHERE SOIL CONDITIONS PROHIBIT THE USE PAVEMENT SECTIONS ARE SUBJECT TO CHANGE AND WILL BE PROJECTS NO MORE THAN 1/8" OF THRUST BLOCKS. BASED ON THE RESULTS OF FURTHER GEOTECHNICAL INVESTIGATIONS. BEYOND NUT) Hydrant Connection Concrete Thrust Block Bituminous Concrete Pavement Sections Bollard Mounted Sign LD-300 N.T.S. LD-301 N.T.S. LD-418 REV �,—. _ N.T.S. LD-700 REV N.T.S. TREATMENT VARIES TREATMENT VARIES STEEL REINFORCED PRECAST I 9fJ CONCRETE CURB (4,000 PSI) I �. VERTICAL 1" CHAMFER GRANITE CURB CONCERETE SLOPE VARIES PROPOSED BIT. CURB VARIES CONC. PAVEMENT f—W.W. MESH I I J��'. l PROPOSED BIT. FINISH I I `c Filiplil• SLOPE VARIES— FINISH ARIES ^ e. " FINISH " GRADE I I CONC. PAVEMENT 1, 00 o° .. ' PAVEMENT 3/16 /FT. I `moo .:+I \. \ 0'QD ( Q��\ ,ilk \, i i i 00°Op v 0 '(6,000 .. •' .00 ° o0o a O O 1 c ° 00o x x_"—x 0 }'� � 00,00 Z .o• O ..•e «.o o°� O�0° °o °0 00o O°o �.0° °OoO� • I/ \\ I �� ``�P ^ ;�roOO° Ooo°O °C� °°o O°° Oo1° v -. ,Oo 80000 °0 00 80� o \ m� �` z u°°O ° o . '0 0 o 0. ° °° 00 •° ° o x r EXPANSION ti, ,/ o °0 °° c a°0 8 0 0 ° 100 08 0 ° O 0 ° .0 12 JOINT \\ \ v \�, O° Oo 80° oo O0 ° 00 0 0.. ° 0 8 8°. .o ° °a°°0 .Co ° 0°% 6" SEALANT \ °D ° 8 ° ° °o o°° °° ° 0 0 ` ' OO a oCo.. GRAVEL BORROW (WHEN OF Ol)� 0 ° 8 8°• .o °°" .cP °0 000 0 p -CO ° 0=0 8 0. . Oo o°O o° (COMPACTED) REQ D) 400 fZ o° o° o �° o ° ° .C� o°o ° 0 0 O� . 8 0 °° NOTES: SECTION �6 ``"� �� `��?� °0 O °O 0 0° 8 o O 00 8 0��o o . O is o ° . 0* O 8 0• .o i• i P �. \ , 0 0. 0 0 8 0 1.0 \yT 0 o 8 °�> 8 0 1. ATOM NE EXPANSION6 FT. O.C. WITH PRE— ��E?y O�P� O o 8 °�~ 80 tyls" BY 214" DOWEL SOCKETS MOULDED JOINT FILLER. r / SHALL BE FURNISHED AT ENDS �� .�.I��, �� W OF ALL CURB SECTIONS 2. PROVIDE TOOLED DUMMY '• 1/�� 0. II \ th" MAX. UP A / 6" 6"" 6" COMPACTED GRAVEL JOINTS AT 4' O.C. CONCRETE I�II'I�illl \ MINI.) BASE 3. PROVIDE BROOM FINISH IN SIDEWALK \ ( 6" 6" 6' COMPACTED DIRECTION PERPENDICULAR " NOTES: (MIN.) GRAVEL BASE TO CURB. 1�2 PREFORMED COMPACTED EXPANSION JOINT 1. THE MAXIMUM ALLOWABLE ROUTE (SIDEWALK) AND CURB RAMP SUBGRADE CROSS SLOPES SHALL BE 1.59'. BLDG. FACE OR COMPACTED FIXED OBJECT 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE SUBGRADE JOINT DETAIL EXCLUDING CURB RAMPS SHALL BE 57.. 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 8%. 4. A MINIMUM OF 4 FEET CLEAR SHALL BE MAINTAINED AT ANY ® GENERAL REVISIONS _5/6/98 PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.) GENERAL REVISIONS _3/27/98 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. No. Revision Date ppvd. 6. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. 7. SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. Designed by Drawn by Checked by CAD checked by Approved by Precast Concrete Curb (PCC) Monolithic Concrete Curb & Sidewalk(MCC) Accessible Curb Ramp - Type 'At Vertical Granite Curb (VGQ Scale None Date 1/21/97 LD•.412 REV N.T.S. LD-415 REV N.T.S. LD 400 REV N.T.S. LD-408 REV N.T.S. Project Title Super Stop & Shop ROUNDED CONCRETE CAP METER READING BILC5'X5' ALUMINUM LOCATION 5'X5' ALUMINUM COVER V. CONCRETE FILL • ' o (3000 PSI, TYPE I) FINISHED GRADE SIGNAL Peabody/ Salem, Massachusetts ® ,4• _ Issued for ° 6"DIA. GALVANIZED STEEL j ��\�\ \ \� Construction V. PIPE FILLED WITH CONCRETE • PAINTED IN COLOR SELECTED ` / ° • '• 4 ® 16" 3" DIA. GALVANIZED \ j m ° BY ARCHITECT B01TH WAYS STEEL POST �� a 1•) V , PREMOLDED EXPANSION (STANDARD PIPE) \ 8'-0" JOINT FILLER AND SEALANT BITfUMINOUS \/ CO>NCTRTE O SHUT-OFF VALVES ° PAIVEMENT \ a 4 NEPTUNE HIAO FLOW \ Drawing Title ° FINISHED GRADE METER WITH REMOTE READ V SURFACE TREATMENT VARIES \\ �. Details CLASS D COMPACTED CEMENT CONCRETE SUBGRADE W / • 3• 8" PIPE BOLLARD \ v STRAINER / PAINTED TRAFFIC YELLOW, \ Ll n a \/ 4"-DOMESTIC FILLED W/ CONCRETE 0 4 V >' c, rn \WATER SERVICE e (SEE DETAIL) I \\ Q 10 24" DIA. CONCRETE FOOTING I METER I ° (3000 PSI, TYPE I) O FLOW 17 v ~- J v v \ W �11 ° GRAVEL BORROW �\/ +I 1 8 MIN . .0 ° 10 I (TYPE C) i ° Drawing Number ov 12` a •.. . a a _ ,c SEE BOLLARD / .... :•. ' •` /� n `O DETAIL FOR �\ \ FOOTING r\ WATERTIGHT\��\i �\ \ MIN M M�CLEARAN E`FRO`\\�� C_ 10 8X6 UTILITY VAULT �� ANY WALL OF UTILITY VAULT AND O 17 .. FIRM SUBGRADE :.•.;:,•cc Li (ROTONDO MH6X8 OR a< APPROVED EQUIVALENT) ANY STRUCTURE WITHIN METER PIT Sheet of oz W 10 13 Bollard Dempster Pad Handicap Parking Sign Base Detail III Paved Areas WATER METER PIT Project Number LD-701 REV N.T.S. LD 706 REV N.T.S. LD-705 REV N.T.S. LD-303 N.T.S. 03834 3834dt3.dwg I t �Z j Vanasse Hangen Brustlin, Inc. *1 CA Transportation I RM 155 — 1 RM Land Development Environmental Services 9 CA 39 SRR � BB HARDWOOD STAKES 101 Walnut Street,P.O.Box 9161 OR DEADMAN (TYP.) Watertown,Massachusetts 02272 5 1 VI= X TREE PIT 617 9241770•FAX 617 924 2286 ' "- ROOT BALL W61D GUY WIRE BLACK REINFORCED RUBBER • HOSE (ABOVE FIRST BRANCH) O /A - - g ELAR THREE STRANDS OF #10 GAUGE S �D - o✓ j TWISTED GALVANIZED STEEL WIRE - ANK l h 39" WS CE CUT� .., ,. � PLANT AT THE SAME DEPTH -_ — _ . R ASL 3g ws ' -- �� AS PREVIOUSLY GROWN. 2'x2'x8' HARDWOOD STAKE (3 STAKES PER TREE) - - `'^ TIGHTEN AS SHOWN. 3g t s 'M, --�-"` Prp .�N 3" PINE BARK MULCH _- • 1 I VM _ O._PEN--A , AS UNTIE AND RLAP FROM /3 OF B ROOT BALL LL BACK U(M N); TREE SHALL BE SET PLUMB, IF SYNTHETIC WRAP IS USED, I I I I AFTER SETTLEMENT REMOVE COMPLETELY. O II ROOTBALL SHALL BE SET 2" X� ----� `� ` SLOPE TO FORM SAUCER. ABOVE THE ESTABLISHED _ _ PLANT BACKFILL MIXTURE. FINISHED GRADE. SCARIFY EXISTING & BLEND 3' PINE BARK MULCH, WITH P ANTINGMIX 1:1 DO NOT PLACE MULCH I I WTHIN 3" OF TRUNK. z , 6" MIN. 0 AND COMPACT TO 907.. / / / SUBGRADE I 3" I SLOPE TO FORM 3" HIGH SAUCER. PLANT LIST 6" VARIES 6" My Gily. BOTANICAL NAME COMMON NAS 812 CA 23 CORNUS AMOMUM SILKY DOCsWOOD 2'-21/21 HT. MIN. MIN. I I I I I PLANT BACKFILL MIXTURE. CC 5 C14AMAEDAPHNE CALYCULATA LEATNERLEAP 2'-2112' NT. UNTIE AND ROLL BACK BURLAP IVP IV ILEX VERTICILATA "04RISTMAS CHEER" CHRISTMAS CHEER WINTERBERRY 2-2V2'NT. FROM 1/3 OF ROOT BALL (MIN); IVM I ILEX VERTICILATA "JIM DANDY" JIM DANDY WINTERBERRY 2-2Vz' HT. 6' ' R'4 21 ROSA MULTIFLORA JAPANESE ROSE 18"-24" HT. IF SYNTHETIC WRAP IS USED, VR 25 VITIS RIPARIA RIVER BANK GRAPE I QT.POT BB 21 VACCINIUM CORYME%OSUM HIGHBUSH BLUEBERRY18 2-2142' HT. _ REMOVE COMPLETELY. WS '18 POLYGONLM AMPHIBIUM WATER SMARTWEED 1 QT.POT PW 66 PONTEOERIA CORDATA PICKERALWEED I QT.POT EXISTING SUBGRBGRADE, TOPSOIL MOUND COMPACTED li SR i8 SAGITTARIA RIGIDA DEEPWATER DUCK POTATO 1 QT.POT 12" VARIES 12" SV 'i8 SCIRPUS VALIOUS SOFT STEM BULRUSH 1 QT.POT Detention Basin Planting Plan Shrub Planting Tree Planting(For Trees Under 4" Caliper) N.T.S. L3-500 REV N.T.S. L3-501 N.T.S. BACK REINFORCED RUBBER HOSE GENERAL REVISIONS _3/27/98 HARDWOOD STAKES THREE STRANDS OF #10 GAUGE No. Revision Date Appvd. OR DEADMAN (TYP.) TWISTED GALVANIZED STEEL WIRE Designed by Drawn by Checked by TREE PIT CAD checked by, Approved by ROOT BALL GALVANIZED EYE AND TURNBUCKLE (TREES OVER 10' HIGH ONLY) Scale Date None 1/21/97 GUY WIRE Project Title 00 TREE SHALL BE SET 2" Super Stop & Shop ABOVE THE ESTABLISHED PLANTING FINISHED GRADE. TRANSITION SLOPE ALTERNATING FRONT TO BACKBOARDS ELAR 3" PINE BARK MULCH, DO NOT 1"x4" CEDAR BOARDS �1 PLACE MULCH WITHIN 3" OF TRUNK. TOP FASCIA Peabody I Salem Massachusem 5"x5" CEDAR POSTS 1"x4" BOARD ' W/ 45• BEVELED TOP TOP 1"x4" Issued for SLOPE TO FORM 3" HIGH SAUCER. BOARD a Construction 3" 2"X2" HARDWOOD STAKE OR DEADMAN ' ! yL (3 GUYS PER TREE). TIGHTEN AS SHOWN. LOCATE TWO OF THE THREE GUYS ON 1"x4" FAT CEDAR THE UPHILL SIDE OF THE TREE. DOWELED BACKING RAIL Drawing Title PANTING TRANSITION SLOPE Details UNTIE AND ROLL BACK BURLAP 12" VARIES 12" ?S. FROM 1/3 OF ROOT BALL (MIN); IFSYNTHETIC WRAP SED, ' S F0 4" LOAM AND SOP REMOVE COMPLETELY. ,(Mqk� SEED OR SOD 0 1 _I EXISTING SUBGRADE, DESIGN SLOPE—/ ?shy iv o LiJ 6 OR TOPSOIL MOUND "..� COMPACTED TO 907'.. PANT BACKFILL COMMON FILL MIXTURE Drawing Number r Evergreen Tree On Slope Planting 6' Shadowbox Fence Sheet of LD-504 N.T.S. N.T.S. 11 13 Project Number 03834 3834dt4.dwg J I a 77 r 2-C.L. (TYP.) #5®10" Vanasse Hangen Brustlin, Inc. BITUMINOUS DAMPPROOFING SEE CONSTRUCTION (ALL SURFACES) Transportation JOINT DETAIL FOR #5®12" E.F. LONGITUDINAL (TYP) Land Development SHEAR KEY Environmental Services - #5®5" • N 101 Walnut Street,P.O.Box 91$1 #5®10" 6'-0" •12" Watertown,Massachusetts 02272 • 1" CHAMFER TYP 5®10" N 617 924 1770•FAX 617 924 2286 12" MI -• ° (_°�l�. . � ,o :o O .oa� O :o .: 0, 0 op°°O° ° Oo' -- ab O 0 p� yO °.O :°n QC� (� n� � Oyu o O o �Oo °'. -�p�o�� QQ O� �y, 02-00006: 00.0. V..O ° ' 0 '.�.':ao"-.o: 'o l.T:' � . '.�O:,O .. �o �,. 5®10" V.I.F. 12" MIN. OF 3/4" CRUSHED STONE TYP.) - 5000 PSI = - - W/C=0.45 = -_ 8'-0" WIDE UNITS (TYP) I I i I I Z I I 1'X6' PRECAST BOX CULVERT O `ol ( I 1/2"=1' oZ r � CONSTRUCTION JOINT W/ KEYS I I I I I I I 1" 0 RUBBER GASKET i Li I I I �,h, g RAILROAD TRACKS 6--0- OPENING I (TYP) I 3 0 I I INSIDE FACE OF CULVERT I I "'1112 1" 0 RUBBER GASKET TO BE SETIN RECESSED ICONSTRUCTION JOINT GROOVE WITH ADHESIVE —W/0 KEY (SEE DETAIL ° OF DMH 28) - — ----------- — d e DMH 28 ° a A' 0 CULVERT PLAN VIEW BOX CULVERT CONSTRUCTION JOINT DETAIL 3/16"=1' N.T.S. 0 GENERAL REVISIONS P/27/981 i No. Revision Date Appvd. Designed by Drawn by Checked by CAD checked by Approved by Box Culvert Notes: scale None Date 1/21/97 DESIGN Project Title IN ACCORDANCE WITH AREA MANUAL 1995 AND ACI 318-95. Super Stop & Shop MARKING: THE FOLLOWING INFORMATION SHALL BE CLEARLY MARKED ON EACH BOX UNIT BY INDENTATION, WATERPROOF PAINT, OR OTHER APPROVED MEANS: 1. DATE OF MANUFACTURE 2. NAME AND TRADEMARK OF MANUFACTURER 1` 0 RUBBER GASKET 3. IDENTIFICATION OF THE PLANT; PROJECT NAME; LOCATION NUMBER; AND TOP SLAB Peabody / Salem, Massachusetts Issued for UNSUITABLE MATERIALS: -- ALL UNSUITABLE MATERIALS SHALL BE REMOVED WITHIN THE LIMITS OF THE FOUNDATIONS '*v Construction OF THE STRUCTURE AS DIRECTED BY THE ENGINEER. 15: REINFORCEMENT: REINFORCING STEEL SHALL CONFORM TO ASTM DESIGNATION A 615, GRADE 60. HARDWARE FOR SLEEVES, ANCHOR BOLTS, INSERTS, AND OTHER PURPOSES, 0 RUBBER GASKET Drawing Title 4" •• 1" BE HOT DIPPED GALVANIZED (IN ACCORDANCE WITH ASTM A 153), STAINLESS STEEL (IN INSIDE FACE --J (MIN) TO BE SET IN RECESSED ACCORDANCE WITH ASTM A 304), OR EPDXY COATED (IN ACCORDANCE WITH ASTM A 775). OF CULVERT a GROOVE WITH ADHESIVE Details a e CONCRETE: MINIMUM SPECIFIED COMPRESSION STRENGTH (f c) SHALL BE 5000 PSI AT 28 DAYS. CONCRETE °: °e ' ; 4 CYLINDER TEST REPORTS MUST BE SUBMITTED TO BOSTON MAINE RAILROAD FOR REVIEW. • BACKFILLING: THE BACKFILL SHALL BE PLACED ALTERNATELY ON EACH SIDE OF THE BOX AND DEPOSITED IN LAYERS NOT MORE THAN 12" THICK. THE LAYERS SHALL BE HORIZONTAL OR SLOPING AWAY FROM THE STRUCTURE, WITH EACH LAYER CAREFULLY TAMPED. WET OR IMPERVIOUS Drawing Number MATERIALS SHALL NOT BE USED. MATERIAL USED FOR BACKFILL SHALL BE APPROVED BY THE ENGINEER. BOX CULVERT ALTERNATE CONSTRUCTION JOINT DETAIL DAMPPROOFING: N.T.S. C- 12BITUMINOUS DAMPPROOFING SHALL BE APPLIED TO THE ENTIRE EXTERIOR SURFACE OF THE CULVERT. BEARING PRESSURE: sheet of MAXIMUM FOUNDATION BEARING PRESSURE IS 3.11 KSF. 12 13 i Project Number 03834 3834dt5.dwg N - j s NOTES: Vanasse Hangen Brustlin, Inc. 1. SITE LIGHTING FIXTURES SHALL BE PROVIDED AS SPECIFIED, IF SUBSTITUTION ,IS DESIRED. CONTRACTOR SHALL SUBMIT SHOP A DRAWINGS FOR PROPOSED POLES AND FIXTURES AND ALSO PR❑VIDE Transportation A POINT BY P❑INT COMPUTER GENERATED ANALYSIS FOR THE ENTIRE Land Development j SITE SHOWING MAINTAINED LIGHTING LEVELS, Environmental Services �i ►�I 2. ALL FIXTURES SHALL BE SUPPLIED WITH #MA1007 14 INCH ARMS FOR Q� ROUND POLES. t� 101 Walnut Street,P.O.Box 9151 3. ALL POLES SHALL BE #RTSSA30SF3XXG-C @ 15' . 30 FOOT ROUND TAPERED Watertown,Massachusetts 02272 STEEL WITH 3 INCH TENON. 617 9241770•FAX 617 924 2286 AUGUSTINE J. MERLINA, TRUSTEE SOUTH ESSEX SEWERAGE DISTRICT 4, ALL LAMPS SHALL BE VENTURE, 5. ALL WORK SHALL BE INSTALLED IN A NEAT WORKMANLIKE MANNER AND SHALL COMPLY WITH STATE AND LOCAL CODES. 6. ALL CONDUITS SHALL BE 1' PVC UNLESS NOTED WITH #10 GREEN SECT. CAB NORTH RIVER CANAL GROUND WIRE. SEE NOTE #13 7. AT EACH PYLON SIGN FURNISH AND INSTALL G. E. #9T21S1050 INTEGRAL TRANSFORMER (5KVA) DISTRIBUTION -_ CENTER WITH 6 20A 1P BREAKERS AND CONNECT SIGN, 2-5' WASTE WATER MASSACHUSETTS BAY TRANSPORTATION AUTHORITY INSTALL UNIT ON BASE OF PYLON AND ADJUST TAPS AS REQUIRED -- CONCRETE ENCASED COORDINATE LOC. PUMP STATION FOR RATED SECONDARY VOLTAGE, MOUNT ON PED, BEHIND SIGN. RISER POLE SEE NOTE #11 W/ GREASE TRAP SECT, CAB 8, PROVIDE DUPLEX RECEPTACLE WITH WP COVER PLATE ON EACH rrT11—FT — — SEE NOTE #13 , _ , -�� GUILFORD TRANSPORTATION INDUSTRIES POLE 15 0 ABOVE BASE PLATE DIRECTLY ABOVE HANDH❑LE, TP E E. HA D ❑L �" 9. BASE BOXES SHALL BE HOFFMAN # A12106GSC OR APPROVED EQUAL. --------- _ -- 71 SEE NOTE #15 2'PVC-FA �"'----'---------'� 1-2'PVC F. A 2-4'PVC 10. PROVIDE FOUR (4) 8' -0"X3/4' COPPERWELD GROUND RODS AT TRANSFPRMER 2-4'PVC TEL. �' — TELE PAD WITH #4/0 BARE STRANDED COPPER WIRE LOOPED 18' BELOW GRADE, 2#8 _ ' CADWELD ALL WIRES TO GROUND RODS AND LEAVE 36' LOOP INTO BOTH THE ' PRIMARY AND SECONDARY CABINETS OF THE TRANSFORMER. 1�A C SEE BLDG, PLAN, STUB + CAP 4' EMT A 11. ALL CONDUIT SWEEPS AT TRANSFORMER, RISER POLE AND SECTIONALIZING Engineering Advantage, Inc, ONE COND. , CLGF- HL-1 �"'+� CABINETS T❑ BE RIGID GALVANIZED STEEL WITH A 10' -0' LENGTH OF 2 Park Street 6 I EXTEND ONE TOVELEC, = 2-20A 2P 2# I STEEL CONDUIT, SWEEPS AND CONDUIT TO BE CONCRETE ENCASED UP TO THEEA / ♦` „� _ TO ROOFLINE ROOM ,6, 7 ' BASE OF THE PADS OR TO GRADE AT THE RISER POLE. ALL CONDUITS AND Boston, Massachusetts 02122 �� _ 1 ♦2- OA 2P I& LBLINTOOBLLDGT I SWEEPS BE EITHERSSTEEL ORSWEEPS SHCEDULOEB40LONG PVC CONCRETEALL ENCASED, CONDUITS Phonell (617) 288-3969 Faxi (617) 825-8922 D 2#8 1 X ' 2 2' VC 12. PROVIDE 6' GALVANIZED STEEL CONCRETE FILLED BUMPER POSTS TO PROTECT ' —1-P�� ER RM DOCK ` / 18L DIQAMETERTCONCRETEDBASEO' ABOVE GRADE AND 3' -0" BELOW GRADE IN AN I ' TURN UP IN ONL. HLMEZZ. PG�� ' #8 13 WITTHI#HAND NSALCW360IGST18L22AFGTFIBERGLASSOGR❑UNDSSLEEVVEAPADSNWHERELOINDICATEID STOR. RM Q ' v God // TWO AND (2) REQUIRED. PROVIDE GROUNDING AS NOTED IN #1 AND GROUND CABINETS, CON2#8 PMLP TRANSF, ON /� 14. FURNISH AND INSTALL 25 KV # 1/0 COPPER STRANDED COPPER (260 MIL INSULATION) ` z RAISED DOCK / PRIMARY CABLE AND TERMINATIONS PER PEABODY MUNICIPAL LIGHT SPECIFICATIONS ` T FROM RISER POLE THROUGH 2 SECTIONALIZING CABINETS TO THE TRANSFORMER, D �,..• HL 4, D PROPOSED SEE I CONTACT MR, ROY SIMOES @ 978-531-5957 FOR SPECIFICATIONS AND TESTING COORDINATE 5 -2 A P C SUPERMARKET NOTE #10 I REQUIREMENTS. L❑CATION OF 4#E15. FURNISH AND INSTALL ONE TELEPHONE HANDH❑LE, AMERICAN PRECAST HEAVY DUTY PYLON TYPE 4' -6' WIDE BY 5' -10' LONG BY 4' -8' DEEP H-20 DESIGN WITH FRAME AND / Z SEE BUILDING PLANS COVER HAVING TELEPHONE LOGO, T ++ ` > FOR WALL MOUNTED , 2#8 �'ftoft , �•� FIXTURTESMM SEEd#7 4 �2#8 R QQG� 8 NOTE � O BOE & MARIA • END GEORGE 1i z m E �2#8 - y0q U , O u 3 2 2-2OAQMH Ty/TR� Z44 4#8 2 2 A . �� / D �� IF Z I- DOUBLE LUMINAIRE FIXTURE 2 �4#8 4# m (AS PER PLAN) z � C z —1 o Q - ❑ z SINGLE LUMINAIRE FIXTURE B W Revision Date hppvd. � (Y] CAS PER PLAN) - Designed by Drawn by Checked by 0 TRIPLE LUMINAIRE FIXTURE LAF MAL LAF = (AS PER PLAN) CAD checked by Approved by LAF 4---2#8 _ Scale #1_ o 1 Date 33 0' ANCHORDOLTS FURNISHED&BY ELECTRICALTHE Project 1#1=401 itl INSTALLED BY GENERAL CONTR. 1' CHAMFER AROUND BASE Super Stop & Shop CITY OF PEABODY 4' S� BASE BOX SEE DETAIL -- GROUND" 3-0' BITUMINOUS PAVING Store #005 OLDE SOUTH BURYING GRO FINISHED GRADE NOTES; 2' -0' (MIN)P OF �, I I SIZE AND FOOTING FOR 8-#6 BARS BASES TO BE VERIFIED , CONDUITS 3" MIN, BY GED. TECH. ENG. Peaboby / Salem, Massachusetts BELOW Issued for GROUND .• •. CONDUITS BY ELECTRICAL C❑NTR, Construction STREET #3 TIES @ 12' O. C. TOP TO BOTTOM (TYP, ) PEABODY BOSTON LIGHTING POLE BASE DETAIL �r ,� T�]�/� Drawing Title ►7t1L 111 NOT TO SCALE SITE LIGHTING PLAN E yV X` ��FIRE M SITE LIGHTING SCHEDULE ALA BOX ALL EQUIPTMENT TO BE McGRAW-EDISON. SEE NOTE #! TYPE A TYPE B TYPE C TYPE D TYPE E TYPE F ETADAPTER MA 1014 MA 1011 MA 1013 MA 1013 MA 1010 MA 1014 NEVI-DUTY #PIFB 10'x12'x6' D. S N❑. FIXTURES 250A 480V TO 120V BASE BOX 2 @ 90° 2 @ 180' 4 @ 90' 4 @ 90° 1 2 @ 90' TRANSFORMER Drawing PER POLE 1-FLOOD LT 1-FLOOD LT T Number I FIXTURE CAT, GMA 40125 GMA 40125 4-GMA 40125AR GMA 40125- GMA 40125 2-GMA 40125 BUSSMAN #BC6032B BUSSMAN #BC6031B NUMBER FT AR 1-AMF40125 62 AR 3 VHS 1-AMF40125 62 FUSEBLOCK WITH FUSEBLOCK W/1#BAF-3 FUSE �' FIXTURE DIST. NEMA 5 4-NEMA 5 NEMA 5 NEMA 3 2-NEMA 4 2#KTK-1 FUSE 2#12 TO RECEPTACLE SE1 TYPE NEMA 4 ROUND 1-6X2 ROUND 1-6X2 480V TAP FROM SEE NOTE #8 3 MVR 400/ MVR 400/ 4-MVR 400/C/VBU MVR 400/ MVR 400/ 3-MVR 400/ LIGHING CIRCUIT LAMP C/HDR C/VBU 1-MVR 400/C/HOR C/VBU C/VBU C/HOR Sheet of SPECIAL POLE SPECIAL POLE 13 13 RTS8A30SF3-XXG- RTS8A30SF3-XXG- BASE BOX Pro ect Number C @ 15' -109W14 @ 25' C @ 15' -109W14 @ 25' j NOT TO SCALE 03834 3834SE1