The URL can be used to link to this page

8106_SITE PLAN- ENVIRONMENTAL COMPLIANCE SERVICES - 588 SILVER STREET S ire Plax� CVI �Gc� '�(lQ.n-�Q COmPfq,nC� �.w� ces S�6 �S Sever S}cee�- TOWN OF AGAWAM o�� .l, 41 MEMORANDUM # q+PgrE p To: ECS Realty, 588 Silver Street, Agawam, MA CC: James T. Daley, P.E., Building Dept., Planning From: RSS Date: December 11, 2001 Subject: Environmental Compliance Services - 588 Silver Street - SP 358 A field survey of the on-site detention pond and a general site inspection was conducted at Environmental Compliance on Monday, 12/10/01. The following is noted: 1. The re-constructed detention pond is now built according to the approved site plan. The outlet structure (concrete weir) at the northwest corner of the d-pond has been constructed correctly. 2. The dumpster enclosure at the north end of the site is incomplete (fencing, slats, and gates are needed). 3. It should be noted though that some of the newly installed landscaping (Douglas Fir, Aborvite) are showing early signs of distress. Respectfully, f f Rick S. Seidnitzer Civil Engineer I H:lengineerlsiteplanlsp358_3.wpd pF TOWN OF AGAWAM 3 MEMORANDUM y�o 0 May` -71 To: Planning '�' JUN 2 5 2001 CC: John P. Stone, DPW Supt., File, RSS From: Engineering Date: June 25, 2001 Subject: Environmental Compliance Service - SP358 The detention basin at the above referenced site has not been constructed as per the approved site plan. We have contacted the Contractor several times regarding this matter and no work has been done to correct the situation. Therefore, we are taking Environmental Compliance off of our active job list. If you require further review or inspection of this subdivision, please notify our division. Sincerely, James T. Daley, P.E. Town Engineer s:1sp1358102.wpd i • AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: May 10, 2000 DATE RECEIVED: May 8, 2000 DISTRIBUTION DATE: May 9, 2000 PLANNING BOARD MEETING DATE: May 18, 2000 APPLICANT INFORMATION 1. Name of Business: Environmental Compliance Services, Inc. Address: 588 Silver Street, Agawam, MA 01001 2. Owner: ECS Realty Address: Same address Telephone: (413) 789-3530 3. Engineer: Kevin Sheehand, P.E. Address: Same address Telephone: Same telephone number PLAN REVIEW Scale: 1" = 20` Date: May 3, 2000 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O.K. Description of Project: Proposed construction of a 6400 sq.ft. addition to an existing office building. Site Plan Review Page 2 Description of Site: Site is presently fully developed. Addition and new parking will replace lawn, some existing pavement and a tennis court. Provision for Traffic Flow: Present curbcut to remain unchanged. Parking: Twenty-eight (28) new parking spaces (3 handicapped) will be created. A total of 78 parking spaces are proposed. The parking guidelines suggest one parking space for every 500 sq.ft. of gross floor area for service industrial buildings. There appears to be adequate parking. Drainage: Must be approved by the DPW. Public Utilities: O.K. Landscaping/Screening and Buffers: No new landscaping is proposed. Sign Location: Unchanged. Exterior Lighting: Type, location and height of lighting should be provided. Rendering or Elevations: Q.K. Dumpster Location: 0.K. Other Comments or Concerns: MEMO To: Planning Board From: Sergeant Donald Galler S t) Subject: Site Plan-588 Silver Street-Environmental Compliance Services Date: May 18,2000 The 80'x80' addition to Environmental Compliance Services has no impact on pedestrian or traffic safety. TOWN OF AGAWAM MEMORANDUM ` y �ATE0 MA To: Planning Board CC: John R Stone, Environmental Compliance Services, Inc., File From: Engineering Date: June 27, 2000 Subject: Site Plan - Environmental Compliance - 588 Silver Street - SP 358 We have reviewed the site plan entitled, " Existing and Proposed Site Plan, ECS Realty, Inc., 588 Silver Street, by Environmental Compliance Services, Inc., dated June 21, 2000, scale 1" = 20'. " We have no comments and approve the plans. If you have any questions please do not hesitate to contact this division. Sinc ely, r� Z- ,A VJes T. Daley, P.E. Van c annakis Engineer Civil Engineer I H:lengineerlsiteplanlsp358_1.wpd MEMO TO: Engineering Department FROM: Planning Board DATE: June 26, 2000 SUBJECT: Revised Plan - Environmental Compliance Services Please review the revised Site Plan for Environmental Compliance Services that was dropped off at your office today to be sure it is ready for the Board's signatures at their July 6'meeting. Thank you. DSD:prk Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 r ,tea M Tel. 413-786-0400 Fax 413-786-9927 a C)ZE C LO May 19, 2000 T C) Cn c=� Kevin Sheehand, P.E. Environmental Compliance Services, Inc. 588 Silver Street Agawam, MA 01001 Dear Mr. Sheehand: At its duly called meeting held on May 18, 2000, the Agawam Planning Board voted to approve the Site Plan entitled: "ECS Realty, Inc., 588 Silver Street, Agawam, Massachusetts, Existing/Proposed Site Plan, ECS Realty, Inc." prepared by Environmental Compliance Services, Inc., and dated May 3, 2000 with the condition that the comments contained in the memo from the Engineering Department dated May 17, 2000 and attached be addressed. Three {3) copies of the revised plan must be submitted to the Planning Board for its signatures. If you have any questions, please contact the Planning Office at 786-0400, extension 283. Sincerely, ]Si3 Dennis Hopkins, Acting Chairman Agawam Planning Board cc: Clerk Engineering Building File 0 TOWN OF AGAWAM MEMORANDUM ` �1 �TED May To: Planning Board CC: John P. Stone, Environmental Compliance Services, Inc., File From: Engineering Date: May 17, 2000 Subject: Site Plan - Environmental Compliance - 588 Silver Street - SP 358 Per your request dated May 9, 2000 we have reviewed the site plan entitled, " Existing and Proposed Site Plan, ECS Realty, Inc., 588 Silver Street, by Environmental Compliance Services, Inc., dated May 3, 2000, scale 1" = 20'. " We have the following comments : 1. The Sanitary Trench Section Detail and Sanitary Cleanout Detail, while of good quality, may be simplified by using our details. The applicant should contact our division'so we can provide our details. 2. A detail of the proposed Outlet Weir and Spillway for the proposed detention pond should be included on the plans. The rip-rap for the spillway should be shown on the plans. 3. The planting note should read, " All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel." 4. The location of the proposed cape cod berm should be shown on the plans. 5. A Storm Drain Permit is required by the Department of Public Works. The outlet for the proposed detention does not have positive outflow. Run-off in the existing swale could potentially back up into the proposed detention pond. The outlet should be raised to an elevation of at least 196.1'. The proposed 196' and 197' contours should be extended southeasterly (towards Silver Street) to create additional storage in the proposed pond. Show proposed bottom elevation of proposed detention pond. If you have any questions please do not hesitate to contact this division. S' cerely, ames T. Daley, P.E. Van c nnakis Town Engineer Civf1 En ineer I H Aengineerlsiteplanlsp358.wpd . i • Town of Agawam � 36 Main Street Agawam, Massachusetts 01001-1837 yr all ZA�y� Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Building Inspector, Engineering Dept., Police Dept., Fire Dept, FROM: Planning Board DATE: May 9, 2000 SUBJECT: Site Plan - 588 Silver Street -Environmental Compliance Services Please review and comment on the attached Site Plan for an addition to Environmental Compliance Services prior to the Board's May 18'h meeting. Thank you. AGAWAM FIRE DEPARTMENT APPROVAL DSD:prk DATE.... S !S ad S1GN ..A. .....�......... ..... �o tt ,we "{ S a r2 pe �tlf Va-Uelvx- Fo-St,- Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 1 Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Building Inspector, Engineering Dept., Police Dept., Fire Dept. FROM: Planning Board DATE: May 9, 2000 SUBJECT: Site Plan - 588 Silver Street - Environmental Compliance Services Please review and comment on the attached Site Plan for an addition to Environmental Compliance Services prior to the Board's May 18' meeting. Thank you. DSD:prk AGAWAML PLANNING BOARD Form D Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Planning Board Office of Planning and Community Development 36 Main Street Agawam, MA 01001 1. Name of Business Environmental Compliance Services, Inc. Address 588 Silver Street, Agawam, MA 01001 2. Name of Applicant/Owner ECS Realty Address 588 Silver Street, Agawam, MA 01001 Telephone (413)789-3530 _ 3. Name of Engineer/ArchiteCt_ Kevin Sheehan, P.E. Address 588 Silver Street, Agawam, MA 01001 Telephone (413) 789-3530 4. Please give a brief description of the proposed project: 80 x 80 foot addition and 9200 square feet of new pavement Revised 11/06/98 Py } r s • PROPOSED MODIFICATIONS ENVIRONMENTAL COMPLIANCE SERVICES 688 SILVER STREET AGAWAM, MA INTRODUCTION The subject site was originally an approximately 2.21 acre parcel of land at 588 Silver Street in Agawam, Massachusetts. This land was developed circa 1989 with the construction of a one story office and warehouse building by Environmental Compliance Services, Inc. (ECS). The land has housed ECS in an approximately 11,200 sf structure since 1990. The current proposal is to construct a 6,400 sf addition to the rear of the existing building. The addition would be of similar construction and would be used for garage, office and warehouse purposes. The existing garage and warehouse would be converted to office space as part of the proposed addition. Additional paving and parking would be added to accommodate the new structure and the existing tennis court would be eliminated to make room for the increased parking. The addition would extend to approximately 45 feet from the rear property line of the site. The proposed addition is show in accompanying drawings prepared by Bergeron Construction. NEW PROPOSED CONDITIONS The new 80 foot (ft) by 80 ft addition and approximately 9,200 sf of new pavement will result in an additional 15,600 sf of impervious surface on the site. The proposed addition and paving are shown on the accompanying Sheet 1 prepared by ECS. The existing structure and pavement, excluding the tennis court that will be removed to become part of the impervious parking area, comprise approximately 38,000 sf of impervious surface. The total proposed impervious surface is therefore 53,600 sf. The following is a summary of the undeveloped and proposed development conditions. Total lot size = 2.21 acres = 96,731 sf from deed Total proposed building area = 17,600 sf Building coverage = 18.2 percent Remaining land not covered by building = 81.8 percent 50 percent of land not covered by building = 39,565. Proposed pavement = 36,000 sf tf ' Total impervious area for entire site = 53,600 sf= 55 p' dent �QOD STORM WATER DRAINAGE Storm water drainage calculations for the current prop . pe`rfiirmed using the United States Department of Agriculture Urban Hydrology f 'rmall Watersheds "TR-55" manual (June 1986). These calculations are included in the accompanying report titled Storm Drainage Calculations prepared by ECS. TR-55 recommends that all calculations for existing and proposed conditions on a site be conducted utilizing the same method. Therefore, TR-55 guidance was used to recalculate potential flow from the site under paved conditions, proposed flow from proposed conditions and allowable flow from the site. In addition, TR-55 was used to size the proposed detention area to control proposed discharge from the site. The Graphical Peak Discharge Method described in TR-55 was used to calculate potential storm water flows from the entire parcel under paved conditions and from the site under proposed development conditions. Allowable flow from the site is equal to 25 percent of total flow from site assuming 100 percent pavement. Allowable flow for the 100 year 24 hour storm was calculated at approximately 3.78 cubic feet per second. Based on this allowed flow and a proposed peals flow from the site of 7.35 cfs, the retention basin volume was calculated at 4,500 cubic feet. A proposed rectangular weir with a width of 3.35 ft will control flow from the retention basin. The proposed retention basin is shown on the accompanying Sheet 1 prepared by ECS. 2 .. 1 r ENVIRONMENTAL COMPl1ANCE SERVICES, INC. 1 1 ; 1 �i 1 1 ` MAY 0 8 2000 1 588 Silver Street•Agawam, MA 01001 •413-789-3530 •Fax 413-789-2776 157 Old Guilford Road#6 •Brattleboro, VT 05301 •802-257-1195•Fax 802.257-1603 18 Shepherd Street•Brighton, MA 02135.617-782-4417•Fax 617-254-5939 ' 2119 West Brandon Blvd., Suite K•Brandon, F[33511 •813-643-8887•Fax 813-643-3847 74 Boston Post Road•Madison, fT 06443.203-245-3322•Fax 203-245.3494 j , NV1R®NM TAL COMPLIANCE SERVICES, Inc. 1 ' STORM DRAINAGE CALCULATIONS ENVIRONMENTAL COMPLIANCE ' SERVICES, INC. 588 SILVER STREET AGAWAM, MASSACHUSETTS ' Prepared for: ' ENVIRONMENTAL COMPLIANCE SERVICES, INC. 588 Silver Street Agawam, Massachusetts 01001 ' File No: 1000 Document No: 18055A May, 2000 i MN OFFICE: 2119 West Brandon Buk rdd 157 Old Guilford Road 18 Shepard Street 588 Silver Street Suit-K Sub-6 Suite-A Agawam,Massachusetts 01001 Brandon,Florida 33511 Brattleboro,Vermont 05301 Brighton,Massachuseb 02135 Voice:(4i 3)789.3530 Voice(813)643-W trace(802)257-1195 Voice:(617)782-4417 ' Far(413)789-2776 Fan(813)643-38d7 Fax(802)257-1603 Far.(617 254-5 939 Visit us on the web at WWW.ECSCONSULT.COM Email Address - ecsinfo@ecsconsult.com 1 1 TABLE OF CONTENTS GENERAL DISCUSSION.............................................................................. 1 ' CALCULATION OF ALLOWABLE FLOW FROM THE SITE........................ ........2 ' NEW PROPOSED CONDITIONS...................................................................3 ' PROPOSED CONTROL STRUCTURE CALCULATIONS....................................4 1 ' APPENDICES: Appendix A--- Original Computations ' Appendix B— 100% Paved Conditions Appendix C - Proposed Conditions 1 - 1 1 1 STORM DRAINAGE CALCULATIONS 1 GENERAL DISCUSSION The subject site was originally an approximately 2.21 acre parcel of land at 588 Silver Street in Agawam, Massachusetts. This land was developed circa 1989 with the construction of ' a one story office and warehouse building by Environmental Compliance Services, Inc. (ECS). Approximately 3,821 square feet (sf) of land was taken for the reconstruction of Silver Street in the early 1990's. The land has housed ECS in an approximately 11,200 sf structure. The ' current proposal is to construct a 6,400 sf addition to the existing building. The addition would be of similar construction and would be used for garage, office and warehouse purposes. The existing garage and warehouse would be converted to office space as part of the proposed addition. Additional paving and parking would be added to accommodate the new structure and the existing tennis court would be eliminated to make room for the increased parking. ' Storm water drainage calculations were performed in 1989 for the original development of the site. The report containing this information is included as Appendix A. The report concluded that under developed conditions, approximately 1.26 acres of land (the Proposed Westerly Watershed in Exhibit 3 of Appendix A) drained to the Agawam Regional Industrial Park ' (ARIP) drainage swale to the northeast of the site. These calculation indicated that an approximately 5,025 sf retention area conservatively provided that no more that 25 percent of the lot flow under paved conditions would leave the site daring a 25 year storm. The allowed ' flow from the site was calculated at 2.83 cubic feet per second (cfs). Storm water drainage calculations for the current proposal were performed using the ' United States Department of Agriculture Urban Hydrology for Small Watersheds "TR-55" manual (June 1986). Based on our current evaluation of the site, the conclusion that the drainage leaving the site to the ARIP is derived from a Westerly Watershed (described in Exhibit ' 3 of Appendix A) was found to still be valid for the proposed site modifications. All proposed site modification will take pace in the Westerly Watershed. Proposed conditions for the Easterly Watershed described in Appendix A will essentially remain unchanged under the new proposed conditions although revised calculations indicate that the Easterly Watershed is slightly smaller ' than previously determined and the Westerly Watershed is slightly larger. Since all flow to the ARIP drainage swale is derived from the Westerly Watershed, no new calculations were performed for the Easterly Watershed. TR-55 recommends that all calculations for existing and proposed conditions on a site be conducted utilizing the same method. Therefore, TR-55 guidance was Used to recalculate potential flow from the site under paved conditions, proposed flow from proposed conditions and allowable flow from the site. In addition, TR-55 was used to ' size the proposed detention area to control proposed discharge from the site. The Graphical Peak Discharge Method described in TR-55 was used to calculate ' potential storm water flows from the entire parcel under paved conditions and from the Westerly Watershed under proposed development conditions. Additionally, since the Graphical Peak Discharge method required extrapolation beyond the curves provided in TR-55 for the potential ' flow under paved conditions calculations, the Tabular Hydrograph Method was also used to verify calculations for this condition. ' 1 1 CALCULATION OF ALLOWABLE FLOW FROM THE SITE ' The calculations for allowable flow from the site under assumed conditions of 100 percent pavement are included in the worksheets in Appendix B and summarized below. ' Rainfall = P from Figures B3, B5, B6 and B8, page B4 of TR-55 ' P2 = 2 year(yr)124 hour (hr) = 3.00 inches (in) P10 = 10yr124hr = 4.5in P25 = 25 yr124 hr= 5.25 in ' P,00 = 100 yr124hr = 6.5 in ' Runoff= Q from Figure 2-1, page 2-2 ' Q2 = 2.95in Q,a = 4.4 in Q25 - 5.0 in Qioo = 6.25 in Time of Concentration = Tr = 0.106 hours 1 Peak Discharge = qp ' qp2 = 7.13cfs qp,o = 10.63 cfs gp25 = 12.1 cfs gp,00 = 15.1 cfs Allowable flow from the site is equal to 25 percent of total flow from site assuming 100 percent pavement. Allowable flow for the 2,10,25 and 100 year 24 hour storms are therefore: ' 2 year allowable flow = qu2= 25 x 7.3 cfs = 1.78 cfs q„10= 0.25 x 10.63 cfs = 2.66 cfs qu25= 0.25 x 12.1 cfs = 3.025 cfs q,,,oa=0.25 x 15.1 cfs = 3.78 cfs The allowable flow for the 25 year storm calculated with this method is in close ' agreement with the calculation of 2.83 cfs made with different methodologies in the original report in Appendix A and with the estimate of 2.86 cfs made with the Tabular Hydrograph Method (Appendix B). Since the TR-55 method will be used for the proposed site modifications, ' the newly calculated allowable flow of 3.025 cfs will be used for the sizing of the proposed detention area. This new number is being selected since TR-55 recommends that the same method be used for all calculations conducted for a proposed storm water management ' program. ' 2 1 NEW PROPOSED CONDITIONS The new 80 foot (ft) by 80 ft addition and approximately 9,200 sf of new pavement will result in an additional 15,600 sf of impervious surface on the site. The existing structure and pavement, excluding the tennis court that will be removed to become part of the impervious parking area, comprise approximately 38,000 sf of impervious surface. The total proposed impervious surface is therefore 53,600 sf. The following is a summary of the undeveloped and proposed development conditions. Total lot size = 2.21 acres = 96,731 sf from deed ' Total proposed building area = 17,600 sf Building coverage = 18.2 percent Remaining land not covered by building = 81.8 percent = 79,131 sf 50 percent of land not covered by building = 39,565.5 sf Proposed pavement = 36,000 sf Total impervious area for entire site= 53,600 sf= 55 percent Soil Type from United States Department of Agriculture Soil Survey of Hampden County Massachusetts = Merrimac Hydrologic Soil Group from TR-55, page A-24 = A Calculation of Pervious CN from Table 2-2, page 2-5 of TR-55 CNpeN = 39 Calculation of Composite CN from Figure 2-3, page 2-10 of TR-55 Total drainage area in Westerly Watershed = 70,400 sf= 1.62 acres Total building in Westerly Watershed = 17,600 sf Total paved surface in Westerly Watershed = 32,600 sf Total impervious surface in Westerly Watershed = 50,200 sf Total pervious surface in Westerly Watershed, including detention area = 16,500 sf Percent impervious surface in Westerly Watershed = 71 percent CNcomposite = 80 ' Calculation of Peak Discharge = qp for 2, 10 and 100 yr124 hr storms from Worksheet 4 in Appendix C 1 qp2 = 1.92 cfs qp,o= 4.1 cfs ' gaioo = 7.35 cfs Calculation of Storage Volume for 2, 10 and 100 yr124hr storms ' from Worksheet 6a in Appendix C Vs2 = 1,255 cf ' Vs,o = 3,337 cf Vs100 = 6,708 cf ' 3 1 1 Elevation,,,from site conditions = 196.15 ft PROPOSED CONTROL STRUCTURE CALCULATIONS ' The Proposed control structure at outfall is a rectangular concrete weir The rectangular weir equation from page 6-4 of TR-55 is: rqq = 3.2LwH,w'.5 ' where ' qo = peak outfow discharge in cfs Lw = weir crest length in ft HH, = head over weir crest in ft For the 100 yr124 hr storm 3.78 cfs = 3.2(Lw)(0.5 ft)1-5 L,K = 3.34 ft ' For the 10 yr124 hr storm, the allowable head over the weir for allowable flow of 2.66 cfs = 0.4 ft For the 2 yr124 hr storm, the allowable head over the weir for allowable flow of 1.78 cfs = 0.3 ft ' The estimated storage volumes at the above discharge elevations (6,000 cf at 0.4 ft and 5,400 cf at 0.3 ft) are significantly higher than required for these storms (3,337 cf for 10 yr and 1,255 cf for 2 yr), therefore the allowable discharge for the 2 and 10 yr124 hr storms will not be exceeded. 1 r 1 1 r ' 4 1 - 1 1 STORM DRAINAGE CALCULATIONS 1 ENVIRONMENTAL COMPLIANCE ' SERVICES, INC. 588 SILVER STREET AGAWAM, MASSACHUSETTS Prepared for: ENVIRONMENTAL COMPLIANCE SERVICES, INC. 588 Silver Street Agawam, Massachusetts 01001 File No: 1000 Document No: 18055A May, 2000 1 � � � = I 1 � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ' APPENDIX A Original s a noes 1 STORM DRAINAGE COMPUTATIONS 1 LOT NO. 14 ' SILVER STREET AGAWAM REGIONAL INDUSTRIAL PARK By and For Environmental Compliance Services, Inc. ' November 28, 1989 ' 10868SDC 1 1 1 , TABLE OF CONTENTS GeneralDiscussion . . . . . . . . . . . . . . . . . 1 ' Existing Conditions . . . . . . . . . . . . . . . . 2 Proposed Conditions . . . . . . . . . . . . . . . . 4 A.R. I. P. Site Drainage . . . . . . . . . . . .Exhibit 1 Existing Storm Drainage Condition .Exhibit 2 Proposed Storm Drainage Condition . . . . . .Exhibit 3 Storm Drainage Permit Application . . . . Attachment 1 1 1 . 1 i STORM DRAINAGE COMPUTATIONS 1 General Discussion ' The existing site is relatively flat, but seems to drain in three (3) directions. Existing topography would indicate ' the majority of the parcel being split by a high point watershed line running in an approximate northwest - southeast direction. The back west corner is draining to a swale ' running towards a detention area created for use by Park occupants . See Exhibit No. 1 Drainage to the "Park Detention Area" is allowed by Park ' occupants, according to Mr. J. Stone with an allowance to discharge 25 percent of the lot flow, without detention on the lot, assuming a paved surface. Proposed flows greater than 25 percent from the entire lot are required to be detained on-site. Considering the ' sandy gravelly nature of the soil underlying the site, it is felt that a significant amount of stormwater is handled by infiltration, particularly in the south corner of the site where an existing depression exists. However, infiltration is not allowed for consideration in the calculations for proposed condition. ' The Rational Formula is used to calculate overland storm drainage flows where Q = CiA: Q = flows (cfs) c = character of terrain (4-•l,w/1 being impervious) i = rate of rainfall (in/hr) A = area (acres) ' The Seelye Chart is used to develop times of concentration for storm flow travel, based on character of terrain, length of travel and slope. This time of ' concentration (t.) is used to determine the i-valve of the Rational Formula with the aid of a Rainfall Intensity Chart for the area. • 1 1 EXISTING CONDITIONS - Refer to Exhibit No. 2 ' Northerly Watershed -- 41,400SF = 0.95 acres 15, 500SF Paved Area (c = 0. 9) ' ) = 25, 900SF Grassed Area (c = 0. 3) avg c 0. 52 L = 120 ' slope = 0. 005 ft/ft From Seelye Chart tc = 15 min From Rainfall Intensity Chart i10 = 4 . 0 in/hr i25 = 4 . 7 in/hr i50 = 5. 2 in/hr i10° = 5. 7 in/hr Using Rational Formula Q = CiA ' Q10 = 1. 98 cfs Q25 = 2 . 32 cfs Q50 = 2 . 57 cfs Q100 = 2. 82 cfs Storm_Volume - 25 yr iV25 = (2 . 32 cfs) x (60sec/min) x (15min) x (3/2) = 3132cf ' Southerly Watershed - 43 , 700SF 1. 00 acres 43 , 700SF Grassed Area (c = 0. 3) iL = 150 ' (To Depression) Slope = 0 . 002 ft/ft From Seeyle Chart tc = 20 min From Rainfall Intensity Chart 3. 5 in/hr i25 = 4 . 1 in/hr i50 = 4 . 6 in/hr il°0 = 5. 0 in/hr. Using Rational Formula iQ10 = 1. 05 cfs Q25 = 1. 23 cfs Q50 1. 38 cfs Q100 = 1.5 cfs iStorm Volume -- 25 yr V25 = (1. 25cfs) x (60sec/min) x (20min) x (3/2) = 2214cf 2 i i Westerly Watershed - 7 , 700SF =. 0. 18 acres 7,700SF Grassed Area (c = 0. 3) L = 90 ' ' Slope = 0 . 01 ft/ft From Seeyle Chart tc = 10 min From Rainfall Intensity Chart i" = 4 . 8 in/hr i" = 5 .7 in/hr i50 = 6. 1 in/hr i"0 = 6 . 8 in/hr Using Rational Formula Q10 = 0 . 26 cfs Q25 = 0 . 31 cfs Q50 = 0. 33 cfs Q100 = 0. 37 -cfs Storm Volume - 25 yr ' Vz5 = (0 . 31cfs) x (60sec/min) x (10min) x (3/2) = 279cf 1 ' 3 1 PROPOSED CONDITIONS ' General Discussion It is proposed to modify the existing three (3) drainage sheds to control the majority of the flow from the site (specifically the roof top and paved parking area) to drain to an on-site detention area. The detention area is designed to detain the storm water by controlling the pipe outlet size to limit the outlet flow to 25 percent of the flow from the lot if it was totally paved. Under larger storm conditions, this detention pond will outflow into the existing swale at the northwest corner of the parcel and thus onto the "ARIP Detention Area" near Shoemaker Lane, Silver Street, which has been sized to handle 25 percent of the impervious area flow from the site. Refer to Exhibit No. 1 Under proposed conditions there are two (2) watersheds. One (1) at the southeast end of the site, adjacent to Silver Lane, and one (1) at the northwest and of the site which will contribute flow to the detention area and "ARIP detention area" . Refer to Exhibit Nos. 2 and 3 . Eastern Watershed ' Under existing conditions the northerly and southerly watersheds contained 1 .95 acres, but under proposed conditions, this will decrease to 0 . 9 acres, with only 0. 05 acres of that proposed to be paved. Therefore overland runoff from this proposed "easterly watershed" area will be less than previously existed: ' 0. 85 acres grassed (c = 0. 3) Avg c = 0. 33 0 . 05 acres paved (c = 0.9) L = 100 ' 1 Slope = . 005 ft/ft From Seelye Chart tr = 15 min From Rainfall Intensity Chart ' i1° = 4 . 0 in/hr i25 = 4 .7 in/hr. i50 = 5 . 2 in/hr i"' = 5 . 7 in/hr. ' Using Rational Formula Q = ciA (A=0. 9 acres) Q10 = 1. 2 cfs Q25 = 1. 41 cfs Q50 = 1. 56 cfs Q100 = 1. 71 cfs 1 ' 4 Storm Volume - 25 yr ' V25 = 1. 41 cf x 60sec x 15 min x 3 = 1904 cf sec min 2 ' The proposed 25 year storm volume of 1904CF is less than the 2214cf + 3132cf under existing conditions to the same area. ' Therefore, the change in drainage, will be a discussion limited to the rear, "westerly" portion of the lot, where a detention area is proposed with an outlet of stormwater to the existing swale designed as part of the ARIP. PROPOSED CONDITIONS - Refer to Exhibit No. 3 ' Western Watershed (Rear of Lot) ' 0 . 26 acres Bldg 0. 51 acres pavement 0 . 22 acres recreational court 0. 99 acres impervious (c = 0.9) 0 . 27 acres lawn cover ' (including detention area) (c = 0 . 3) ' Total Drainage Area = 1. 26 acres, avg 'c' value 0. 77 L = 240 ' ' Slope = 0. 005 ft/ft From See le Chart tc = 10 min From Rainfall Intensity Chart ' ij0 = 4 .8 in hr i25 = 5. 7 in hr i50 = 6. 1 in hr i"' = 6 .8 in hr ' Using Rational Formula Q = CIA Q10 = 4 . 66 cfs Q25 = 5 . 53 cfs Q50 = 5.92 cfs Q100 = 6 . 60 cfs For 025,_Storm Volume (Area Under Hydrograph) Equals V25 = 5 . 53 cf x 60sec x 10 min x 3 x 1 = 4977 cf sec min 2 For 0100 Storm Volume V100 = 6. 60 cf x 60sec x 10min x 3 x 1 = 5940 cf sec min 2 5 1 I 1 - Proposed Detention Area ' 80 ' diameter (approximately) Area = - k1 rz = '(t'(40)Z = 5026sf ' If 25 percent of lot flow, under paved conditions, is allowed to leave the site without detention to "ARIP Detention Area" , the maximum ' 25 year storm outflow allowed by the on-site detention area outlet should not exceed: . 25 x 2 . 21 acres x 0.9 x 5.7 in/hr = 2 . 83 cfs (25%) (A) (c) (i) = Q Using a "Headwater Depth for CMP Culverts with Inlet Control" HEC Chart, the following discharges per elevation are found: Using a 12 inch CMP, invert at 194 . 5 feet ' Cumulative Detention Elev. HW EW D Q** Basin Volume* ' 194 . 5 0 0 Offs 0 CF 195. 0 0. 5 0. 5 0. 2cfs 2500 CF 195. 5 1. 0 1. 0 1. 95cfs 5500 CF ' 196 . 0 1. 5 1. 5 2 .75cfs 7625 CF *NOTE: 100 year storm volume is 5940 CF total, if no outflow were considered, and with outflow, elevation in detection area will not exceed 195. 5 **NOTE: With a 12 inch CMP outlet pipe from detention area, the allowable outflow will never be reached because flatness of land never allows enough headwater to buildup to attain that type of ' flow. 1 6 1 1 Agawam Regional Industrial Park ' Lot 14, Silver Street 4 Composite Hydrograph 25 Year Storm 1 EXISTING CONDITIONS 1 f \ 25 Year Composite Storm Hydrograph f \ (5625 Cr) ' n c°r 3 f \ Q)in I L a, f Northerly Watershed I (31322 CF) 4? 2 0 ' f Southerly O Watershed � j (2214 CF) 1 Westerly Jatershed (279 CF) O o ' 0 5 10 15. 20 25 30 35 40 45 50 55 60 1 Time in minutes 1 1. T'?DPOSIn STREETI,INE INFORMATION SHOWN 'it pI'RDXIk3ATE ONLY. PROP. RTE.57 7. '?'.rRoyF.MENTS SHOWN ON SHOEMAKER �;�� ACCESS RAMPS ,: �� - 0. ' I.;,NL !-ND SILYER STREET ARE BEING '� r �%, : ��- - r, -- Di• rROPOSED UNDER SEPARATE PROJECTS. �i� f 1[[ j� F,<�,1i�J;, Q, r i�_ �i;?r �� Y 3. PROPOSED PARCELIIATION AND EASEMENTS f f G :� '�� ( � 1 4 SUBJECT 10 CHAH&E FENDING FINAL DESIGN. �'!r I flit '= ;� -:;��` } � •' � ��•: i _- �_. . -• � ,� it r _ems ( � � \ i'• .\ ! '``ice -- - 4. SEE PLATE 5 r0R RELATED DRAINAGE �� jNfMK%TION. �.: p '�,_ ' „ SITE PROP. EASEMENT — .�� r '•� l ``� 'J ` : ��. Cd ` \ k WATFR BODY ;%'PROP. GARDEN-ST. -�' :RECONSTRUCTION i II .ts `\� �� = : k / ',, / `i ;€�:� -''ti/:<4' PROP. SEINER ST- n4tA1NAGE SWALES - --� `'. �� f �ff �r `':��•-\,<< , RECONSTRUCTION Uj - ��•'� ` r .;�` f: I of �. �- /- �' ?.\�,� ^� 1' lt-I •� CL- ° ' 14. `', Jc� F , i Ste• o �,r` i�� , 5� i V1 ,. .}�/J Si•'• a � ...1 ! ''� ^ ' ,�r ate:�` � U f �� ' � i �' •• � AR A DETENTION ��_ -✓ �`..�. � j AREA r ' SCALE IN FEETSHOEM - — PROP. SHOEMAKER KE �� 'LANE LANE RECONSTRUCTION Agawam Regrona! Industrial Park A.RJ.P. Site Drainage ' Agawam, MA F'A"llx04ILS-N'.!L LOM01.IMIC£SEFY:CE:, IlsPJ' = art ftrw+e 4 s .eta. AU 0MA4 Job No. 10868 November 1989 Exhibit 1 1 1 LOT 3. .DOT_- LOW-AREA 1 -EXISTI NG .__. --_ XIST_I.N.C7- -SOVTNERLY.. WESTERLY. ' J _. ATERSH E D J.WATE.RSRED ' EKISTING._. SWALE__To_. U) -LOT i P SDMAKE F..LA j 51 LVEi ST._ -LnT_..__.-13 ' 1 -EXISTING f PAvED / ' AREA j /� -E-xTSTING ._ 1 NORTHERLY . ~� WATERSHED 1 � l 1 - _ 1 NOT ."0_ SCALE Agawam Regional Industrial Park Exist. Storm DrWhage Condlttons Agawam. MA Zc AMM7 StrMs , xt aMM Job No. 70868 November 1989 Exizlblt 2 1 1 1 _-PROPOSED-_ _ _.L_0_T_Z 1 WESTERLY. v�IATERSHED, 1 PROP_OSED_�._—_FASTERLY . ._ ._ BLDG._- -WATER5 H ED____._ _EXLST i..RG_5.WA L E_ T . __ A.R-L..P.--PETEN.T10N:_AREA__ S140SMAKER__LA; . S1LVF� _ST._ 1 � ' [ _ -PAYED_ PARKINS i ARSA 1 1 1 I ' -NOT TO_.SCALS_ Agawam Regfonaf fndustrfa! Park Prop Storm Drahage Condlttons ' CaWIMCEXV Agawam, MA JM A==ry sbgmt • eprb&SNA !U CU" slob No. 10868 November 1989 Exhfblt 3 1 1 1 1 1 � m� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 APPENDIX B ' 100% Paved Conditions 1 1 1 1 1 1 1 1 Worksheet 2: Runoff curve number and runoff Project :By Date ' G ' �tj �� Location .Checked Date Check one: ❑Present [A Developed 4%LAo.,-,,-eX Soil name Cover description CN J Area Product and of hydrologic CN x area group N N N )$acres (cover type,treatment,and hydrologic condition;percent m @ mil (appendix A) impervious;unconnectedlconnected impervious area ratio) yP J Use only one CN source per line Totals tm(o 6Y CN(weighted)= total product CJ toEal area a 1 Use CNZ lei Storm#1 Storm#2 Storm#3 Frequency ................................................. yr / d /OD r�~� Rainfall,P(24-hour) .................................. in 3 S 5-0).5 ' Runoff,Q .................................................. in S (Use P and CN With table 2.1,figure 2-1.or 4 equation 2.3 and 2-4) D-2 (210-vI-TR-5,5,Second Ed.,June 1986) (51 1 Worksheet 3: Time of Concentration (Tc) or travel time (TO ' Project By Date GS 6,ep_ S 1 ao Location Checked Data ICheck one: ❑Present (S Developed a QL.0 etA_ Check one: [@Tc ❑Tt through subarea ' Notes: Space for as many as two segments per flow type can be used for each worksheet. Include a map, schematic,or description of flow segments. Segment ID 1. Surface description(table 3-1) ................................... S 2. Manning's roughness coefficient., n(table 3-1) .......... a O 3. Flow length, L(total L>_300 ft) .......... ..........ft 3g0 4. Two-year 24-hour rainfall, p2. in 3 5. Land slope,s ........................................................ft/ft 60S ' 6. T = 0.007 nL °8 Compute Tt......... hr , /06 p2 0.5 SOA Segment ID ' 7. Surface description(paved or unpaved) ..................... 8. Flow length, L ...........................................................ft ' 9. Watercourse slope,s ............................................ft/ft 10. Average velocity,V(figure 3-1) .............................fVs 11. Tt= L Compute Tt...........hr SF 3600 v ' Segement ID 12. Cross sectional flow area,a 2 ' 13. Wetted perimeter, Pw ..............................................ft 14. Hydraulic radius,r= Compute r .........................ft 15 Channel slope, s P`" 16. Manning's roughness coefficient,r! ............................ 17. V= 1.49 r 213 s 1/2 Compute V................tVs ' n 1$. Flow length, L ..........................................................ft 19. Tt=__ L Compute Tt ..............hr 20. Watersh door subarea Tc or Tt(add Tt in steps 6, 11.and 19) afQb J� "':Z.r 19'r�.z _" �4!!'v7f?Y a�ltY-�i.:<rr.•.� �ii�47rY..+cr.?fx+:�i.!:s�w7++.M.o�.rG�a.`a'�+�9C'O.�.i�C.�17l:ir��tx�..�R.7:.�.::r.vr�-v.:�. ,wry ' (210-VI-TRa5,Second Ed.,June 1986) D-3 Isr Worksheet 4: Graphical Peak Discharge method P g Project By Date &13 Location Checked Date rea s J� ' Check one: ❑Present 0 Developed lq S-f l rt,A ! d0 CPO /1ct,uiter�. 1.Data l Drainage area ........ ..........Am= D, 603(f 5mi2(acres/640) rRunoff curve number .................................CN= g_ (From worksheet 2) Time of concentration .................................Tc= l 5r N6 hr (From worksheet 3) iRainfall distribution.......................................=^ „�_ (I, IA, II 1II) Pond and swamp areas sprea throughout watershed ................................... 0� percent of Am(. C2 acres or m12 covered) Storm#1 Storm#2 Storm#3 CA 2.Frequency ....................................................................................yr UD CLs- 3. Rainfall, P(24-hour) ..............................................in � - d 0 4.Initial abstraction, la .....................................................................in (Use CN with table 4-1) 5. Compute Ia1P O ' 6.Unit peak discharge,q. ........................................................ csmlin rlo0 (Use Tc and 121P with exhibit 4-.-) 7.Runoff,Q...................................................................................... in (From worksheet 2) Figure 2-6 L8.Pond and swamp adjustment factor,Fp ........................................... r I ' (Use percent pond and swamp area with table 4-2.Factor is 1.0 for zero percent pond ans swamp area.) 9.Peak discharge,qp . ft3s !! 3 ��r03 j�• 1 �a+j (Where qp=q�An,QFp) D-4 (23I`VI-Ti?55,Second Ed.,June 1986) 15� • S Worksheet 5a: Basic watershed data Project E� Location 11� By Date !Do°A Checked Date Check one: ❑Present R Developed Frequency (yr) Subarea Drainage Time of, Travel Downstream Travel 24-hr Runoff Runoff Initial , name area concen- time subarea time raln- curve abstraction tration through names summation fall number subarea to outlet r Am TC Tt Ut P CN Q AMC) la Ia1P (m12) (hr) (hr) (hr) (in) (in) (mi2—in) (in) 003ysN � Z yu� i� 0 a M i !� a U ,�c r v ! yip . A . Worksheet 5h: Basic watershed data t Project C Location By C, Date Chucked Date Check one: ElPresent ❑ Developed Frequency (yr) - Subarea Basic watershed data used J Select and enter hydrograph times in hours from exhibit 5-II 2J name Subarea ETt la/P Amo Tc to outlet I 1, 1f•6 jo I U 1-4, 1 .).3 .3 )�. 1>.S 1� la•'l (hr) (hr) (ml2—in) Discharges at selected hydrograph times J (ft3s) E�r� Seta, 0+ ► a+ 1 b� 4,0� 47 ?3 1 �3 � 1 14l N S 0 P 03 L1 M r m ti Composite hydrograph at outlet .J Worksheet 5a.Rounded as needed for use with exhibit 5. ! 5'i RW 2/ Enter rainfall distribution type used. / J Hydrograph discharge for selected limes Is AmQ multiplied by tabular discharge from appropriate exhibit 5. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 APPENDIX C Proposed Conditions Worksheet 2: Runoff curve number and runoff Project `By Date G c7 GG E'1 ecru Location Checked Date Ln'1 �fr Check one: ❑Present PK Developed Rr o Jeep we-4- e n Soil name Cover description CN J Afea Product and of hydrologic CN x area group N C? v t9acres (cover type,treatment,and hydrolog.c condition,percent m ? m ❑miz (appendix A) impervious;unconnectedlconnected impervious area ratio) Y 1,0 1 1 JUse only one CN source per line Totals » �� fO'-r4z. ' CN (weighted)= total product Use CN » Sp total area A& -- Storm#17/()0 Storm#3Frequency ................................................. yr / UO a s Rainfall, P(24-hour) .................................. in 3 Runoff,Q .................................................. in /r 3 s a( (Use P and CN with table 2-1,figure 2.1,or S equation 2-3 and 2-4) D-2 (210-VI-TR-53,Second Ed.,June IM) • rS� Worksheet 3: Time of Concentration (Tc) or travel time (TO ' Project By Date CCG S dd o Location Checked Data Check one: ❑Present IR Developed R-p Sed— Check one: ®Tc ❑Tt through subarea INotes: Space for as many as two segments per flow type can be used for each worksheet. Include a map, schematic, or description of flow segments. RIP • r. . M RR Segment ID ra. 1. Surface description(table 3-1) ................................... 2. Manning's roughness coefficient., n(table 3-1).......... 01 /1 3. Flow length, L(total L>_300 ft) 4. Two-year 24-hour rainfall, pz. •................................ft a in 5. Land slope, s ........................................................fUft 0,00 6. Tt= 0.007 nt a'g Compute Tt......... hr •�g + P2 0.5 S0.4 Segment ID f 1 7. Surface description(paved or unpaved) ..................... 8. Flow length,L ...........................................................ft ' 9. Watercourse slope,s ............... .ftlft ............................10. Average velocity,V(figure 3-1) .ftls 11. Tt= L Compute Tt...........hr + ' 3600 V IMP MOM ' Segement ID 12. Cross sectional flow area,a .................................ft2 13, Wetted perimeter, Pw ..............................................ft 14. Hydraulic radius,r— a Compute r .........................ft I 15 Channel slope.s ..........P,fr..........................I................fvft 16. Manning's roughness coefficient,n ............................ 17. V= 1.49 r 2I3 s irz Compute V................ftls n 18. Flow length, !. ..........................................................fit 19. Tt= L Compute Tt ..............hr + 3600 V 20. Watershed or subarea Tc or Tt(add Tt in steps 6, 11,and 19) .......................................................Hr ab$ `-l��''�'�`--^�•-••�' '•'�'%= �r��.l'Pn•�:�r.+---�.nr� �iiJ�i�t�r'1:..^:'.h:w:,+:3e+rsws�c�c.'�Y,,:itt='�.A7k'�w.+ci�td.�rs�i.i�i.-,:r,;.wsci.?+-:. �Y. ' (21.0-i1-TRa5,Second Ed.,.hate 1986) D-3 is/ 1 Worksheet 4: Graphical Peak Discharge method Project By Date CGS Location Checked Date ' Check one: ❑Present Developed propfl>-Q - ' 1.Data Drainage area ......h(QA.V,.'-M4.......Am =_Q. 12 o S mi2(acres/640) 1 Runoff curve number .................................CN = --- (From worksheet 2) Time of concentration .................................Tc= Fj Q hr (From worksheet 3) rRainfall distribution....................................... = (1, IA, it III) Pond and swamp areas sprea throughout watershed ...................................= percent of Am( 0 acres or m12 covered) 1 Storm#1 Storm#2 Storm#3 met 2. Frequency ........................................................... ................yr C)� O B17 Z`C' 1 3. Rainfall, P(24-hour) ....................................................................in 3 i S �4a6, ' 4. Initial abstraction, I in a ...................... ............................................ (Use CN with table 4-1) L5.Compute Ia1P ................................................................... .... lot 10 1 0• 111 r 095' -rA 6.Unit peak discharge,q„ .............. ... ...................................csmrin �O �0 �(Of'� ' (Use 7c and 121P with exhibit 4— ) 7.Runoff,Q ...................................................................................... in (From worksheet 2) Figure 2-6 8.Pond and swamp adjustment factor,Fp ........................................... E ' (Use percent pond and swamp area with table 4-2.Factor is 1.0 for zero percent pond ans swamp area.) 9.Peak discharge,qp..................................................................... ft3s Qo2. (Where qp=quA QFP) D4 (210-VI-TRa5,Second Ed-,June 1986) 1 . Worksheet 6a: Detention basin storage, peak outflow discharge (qa) known Project By Date 95i,6a Itie��,rt� S vc7 Location Checked Date Check one: ❑Present M Developed P`Op o%A-e� ! I ! I I 1 1 1 1 1 I I I ! I l I - ! + I I I I I l i I ! I } 1 1 I I 1 I I I kill Cn to 1 1 1 f II I fi ! I II Il i t 0 •� > I , t t ! I I I k IIt I ❑ I LL I L I I I I S I ! I t l ! I I I II L L.II L.i Ll i l 14 Detention basin storage (acre feet) 1. Data: Drainage area Am= 0.00., S� mi g 3 `........... Z �s .............................. Rainfall distribution = — V 1 type (I,IA,II,III) r ( Use q.- with figure 6-1) qi 1st `�n - , OL Stage a 7. Runoff, Q ................. in ( From worksheet 2) 2. Frequency..................yr fop �� a B. Runoff volume ................... ac ft 3. Peak inflow (Vr=QAm 53.33) discharge q. ............ft3/s '7+ 3S f �`` . I 9. Storage volume, (from worksheet 4 or 5b) Vs ......................... ac-ft O,1 r D 4. Peak outflow J (V - V ( s )) =(r>%O'Of discharge q� ..........ft3IS 3�7g d•fdv M. s- s V c 33 37� 4PN- 1 10. Maximum storage Emax 5. Compute q0 ................ a9�g (from Plot) q: GrT-6-+)&f;s J 2nd stage qo includes 1st stage q6. 1 (210-VI-TRaS,Second Ed.,June 1886) ¢? t5� LOG# BOXk DOCUMENT# 3 J PAGE# Le' gend Genielrall Construction litotes: All materials and methods of construction work shall a Fire Hydrant d Area Light (Existing) conform tithe "Standard Specifications for Highways and Bridges", The commonwealth of Massachusetts Telephone Pole , Area Light (Proposed) Department of Public Works, 1977 Edition, as amended. S^ Maple Existing Tree x Iel Spot Elevation (Existing) .` Ali existing conditions shall bel.verified in the field by the contractor. Any discrepancies between the plans ® Manhole -M Spot Elevation (Proposed) , and existing conditions shall be resolved prior to ® Catchbasln Bollard begining the revelant phase of construction associated with the discrepancie. .. --. Existing Contours wDo Floor Dro;n (Existing) s Underground utility locations shown on plans are based upon observed sorface.„features, and available record Proposed Contours data. Ail underground locations should be considered e3 p to approximate only. Actual locations should be verified00 ^ ft with the appropriate utility company, or municipal department prior to construction. tij N / F E *- Silver Street Partnership Prior to any construction activity Dig Safe morkout (Undeveloped) x J i must be contacted at 1-088-DIG-SAFE 34�4•-7233 , � #602 Silver 5t. tor.a x ( } 0 s«a Ptan by Aseoeietsma 1l,Adlen del e/aa/ra Proposed Outlet Wier H7.2 �� } i t r All work within then street i I ht--of-Wa shall conform ,e (►9owam o+ake+n^q Dept OW-3,9) Width = 3.35' J r f f ! , g Y � / lnv.(aut)=195.65 r I rr ts7.4 to the Town of Agawam and Westmoss Corp. regulations. } Max Elev.Pond=196.15 ---------------------------- _ r r ------------------/------------______-------__-_---_-____--_---__-____---------__--_- ---___---_---_------_-___ __-----_ _____-_------_-_-__---__-_-----_-__---_________----__ Groundwater Elev.-186.2 � F All grads transitions shall bee smooth and rounded. Q2" ------- __--__________________�.___- ____- ---- ___..__- Sidewalks will be graded to 1/4" per foot cross pitch, pine Rim-197.02 Rim-i97,74, j , and hGve a broom finish. i O tnv.=tet,391 d tt - / �1' 15 Inv.-181.12 r r Rlm-197.81 i \ Existing ,-_ ,�. �_ �_ _.. -^ �-- f Existing, 15' r 1r7-4 >1 During construction 'and as final soil stabilization lnv..179.81 f / SMH r "-' SKAH r 7 antisiltat;on/erosion techniques shall be applied in Existing sS SS SS --- 'te !p III WIND � � .�.w�w «. �.� .. w �� e� am .re.�r. �.a M �� ems r. ,ter .r en.rele.e.er err .r ..� .. r .nr.■ .r .�rrrr r .. Fn rr accordance with the specifications in "Guidelines for sniff SMH �''` � ss sss,97+x ss and water conservation in urbanized areas of ' `. .' y 1- J --� 115' -~ -r er 45'30' Serhr`EosementMassachusetts" USDA Soil Conservation Service, Amherst _.._ I--•ParkKass, 1975. (40' Town 4 t97. 4" Maple ina ate1.) Hay or stray► mulch on all 3:1 or greater slopes. 4"Maple __-________2.} Stoked hoybales or silt fence traps to prevent t _ ____________________ _____._____-____.____.--____-_________.__ _ __-____- __._____-- _ .-----_ _ __ _ 974______________-____ ________-_----`__- ______ -r -------- 1 R siltation of structure at a0 culvert openings. y W O=Ll ��..JJ / 0"-CM z 12" �4 4 4" s. �. � inv,(in)=195.9 lPine / r _ _ _ _ Inv.(out)�195.8 All dlsturtbed areas within the property line not indicated t �� 195 -- ° ropose'd Storrnxater Detention Area\95 ;+ ;r ~``\\ \\ \ r r: as paved, building area, or planted beds, will be treated �- U -� / , 1 r as lawn. 1 Pine / . 12510-iff.'9s-" ¢ r r Gran. -- �.. Hn d. rr � � � � \19,6 Ali dtetentitln and interior areas shall be maintained as r� � ' \ sx I mown lawn. P � tiilarip's � ao--------,w-.------Na--�---•� a---r-�--•---•-�'-'------- � 19 gs.s All storm dralfil>; and culverts shall be reinforced concrete pizza 1 cnP 605 01 1 ' Existing Landscop tY LdnMcapM gas J pipe, class IiI unless otherwise noted. Flared ends for r P+� l - 12" J, s rr 197.3 `� culverts shall be reinforced concrete for pipe sizes , Pins 0Ma j / x _ hear , r r indicated on the plan, Rip rap shall be installed at all , e t anente / tsr.0 (4p' r j l ,97. ��7 culvert oilnings and at ents of waterways, Rip rap shall ,,, l {°r°ypr.)P°d 12i�n°pto° ,s q� i� � 7'0In) i � p' be placed 5 feet square and consist of dumped 501b to t 916 i -hIW Existing Prc� osed Addition ,f i 125 lb broken stone set on a bed of 12" deep 3/4" to I 1 0 f e p , $ r z 1.5" crushed stone. ' � t�e ` 80 k 80 tt• �'" I f 61400 SF +6 1Pine j 4 Water service connection epic#1 be ductile iron pipe unless I ll t ! Fin. F r. - 199.15 , I 1 otherwise approved by the engineer, and meet all Town , etsr y - of Agawam requirements. Testing will be in accordance y / .sx +/��°" rode t°""es tr'"�' d`�"1 c x �� I i with Town of Agawam standards. r L � � Existing Building � _ e Exi#¢t1nq.Paved do Fenced / Aft underground electric, p of �- n 8 Sidra Area Remove rtd' - _ .1 1 4 cable TV, h-ono, or other cdbted ; ve �4 u X 8� x-� x- x � (Remove) �.7' x utilities will be place# in schedule 80 4 conduit unless 1 l w w w w w w _ I t97.a r rv, otherwise specified. 11,200 SF 1` 12" Fin. Fir. - 199.15 x f Pine r ,R fnstatlatian of underground utilities will be coordinated by Pines" l 1 1 _ IL the general contractor with the appropriate utilities. 0moplie l 1 �' lv' Floor Droies t. All underground utilities will be Installed by the +o7.0 p Existing Sig! erE, A f i1 appropriate utilities, or there designees, and meet all _ do Planter applicable City, State, and Federal requirements. 5anttary +Newel, service st'41 be 6"PVC SDR 35 .with er4 + 12" 3 i in Existing !foal Existin Area vu� I - � � � �`�1 Plne 3" bbrvite Q minimum slope of 276, unless otherwise approved by t�tlt � Aborvite i � s Leads, {Typ.) Lignt t9Hs ISOw) � x � + � . � -� f / 1pfna � ��' 111 tI 111If1lieFe�lf6iffilr,lrltftlllff•ltttrt- 1`t'f[ � project engineer. Pipe shall be bedded to 6" around all «ffff f [ sides of pipe with 3/4" crushed stone. Cleanauts will st t % 12 l C. !72 1 +' T f Exiting F be placed every 100 feet and at every directional chdnge. ' Pine ; .. / 1 t Paved r w \ OWN x1 e8-7 e�ld Lend [� Emoting Londseaoin9 I -vaa� Conc Pad , 8. . / -Parking Prior to any installation of any sewer, woter, or drainage N w 7g' I ram Pavin9 ra3 r R �/ Ll ew con ete Pad 11 45r ` Lot lines, the contractor/owner shall contact the Town of wg ; r 7$6-0400 ext275 8. III, (Industrial Park) I y i ce, Agawam Engineering Division, / �1aret No piping appurtenances will be installed or backfilled 12" reesa l (T�') r,e + C r Ne 4" / t91Ax .�x x _x x x + without the permission of the division. t Prooa� tn.o ltk r `,Rim- ` 40 Town of Agawam ; Pow ®� Line TFloo or°ln 19 / All plantings and lawns must be maintained in that >,®,197.3 l Ss Mv._+r3.4 1 Gar ge f portion of the public way abutting the parcel, in a sale r (Approx.) 212' O 21 ( -) -------....- j +nr•t92.02 Son. Sewer (App ) and attractive condition b the site owner. t ,97. x�97.b " (Existing) Existin oit/water t # x }gyp > <s y l i {hvpro ) R m-197ara r74 i 4 R !coated Dumpstorr Enc#owrs All loam *fit be stripped from the construction areas, and gg 5 4 Inv.(in) 193.07 �_ 8 Cain ink Fence with sots stockpiled on site for reuse or disposal. Proper siltation , , .aw Inv -1$0.34 r P vacs Sots {Reuse iron Tennis coact) tr7.2 r f measures shoil encompass the pile. i (lppro�.) ortpina! l Inv.(out)-194.49 a 3 nq Gates on FroAt ^I T I ! L F ewe cenn.etlon. '1i I Bottom-1$8-74 197. Any ptantlrlgs'domoged destroyed durlhg �rrstruction 1 - activities will be replaced by the general contractor in , ff ^ ) r7.s I Install 2-7 5ehs0 �° � � � � / '• .I kind to the satisfaction of the property owner. i PVC Conduits ; All site compaction of fill materials shall be thl accordance with the applicable portions of sections 120. 150, and 170 of the Mass DPW standard specifications. All trench I s backfill �dnd fill below pavement shall be compacted to 95?b \ toil. of the maximum dry density according to standard ASSHO t r4r I H ,� b Test Designations, T-99 compaction test method C. , i x'g7� -- i Existing Paved N F 4 I �: +oe. { tsy.a P�rtll Electric No curbingshall be laced on northwestern edge of paved t Existing Tennis C rt 13 P 9 P u r (Existing Building) area so as to facilitate inMtration to detention area, and r ` 1 t I ! ° "Cod I to (To Be Rem ved) provide an impediment free edge for snow plowing operations. , ., I rr4 i (73 Bowles Road) Any new curbing placed shad be of the low profile 1 I ; Site Plan Prwlperet# byt "Cope Cod" bituminous style. Kevin Sheehan P.E. Fences 'around dumpster, and storogte areas shall be 8 fleet Farmer ' k / °i x high and utilze privacy striping if choinlink, or be stained Eorlee agg if wood stockade. Tools .. `: ` -- __-___ -----! W i *�ZN OF .; Exterior parking lot, and area lighting shall be mounted on 601 I 4 W r x buildings or freestanding poles, and directed so as to keep MP K the majoty of light an site. Lights will not be directed „�.e E i ° I l= .• HA towards frontage roadways. Lighting will be in keeping t ` I �i x e Court ac#n.T�is " ; A with other industrial park properties in so much as possible. I i ,ea.] ft Add Privac 5aftst I t f�Q .3 24 a,• LF - a' Ail parking spaces shall be 9'x20',� with white pointed lines. I ! Mp� v r.~ a�steiesa Hondicoped spaces whall be g x20 with a 8 access lane , ` 450 along one side. All sign poles located in paved parking areas will be sleeved for easy removal durlrlg snow plowing operations/winter months. , ' 4 e 1 8 t{ { 1 Maple 1 7J ♦16.3 Concrete filled steel bollords are to be placed so as to protect , I 1 garage/vehicle entry doors, gas. electric, water meters, fence P r> 1 �' x+97.E Comers, and stair ways. 9 x- x l7.4 x ��" � � Now Conduit x� x---- e.�reee� r e� asWrr ,~e ir�� eel �r w"rwr�� rr rr Details depicted on detall sheet are meant to show 9"erexl , f �` �' "'"�""` �' "` +■ .4. .. �, x w. teas construction practices. Modifications may be required based r I + _ INa4Ie 4( • Wel'7'1 aon conditions encountered in the field. Any modifications fI �,. __ _ .� ...� ,..... Maple Maple 4 \ z _ made must be approved by the supervfs;ng engineer of i ` , ` E` `" -�- --- �-. Mapes Maple Maple \ AL COMPUANCt SER1V�E'�,� record, and meet all city, state, and federal requirements, i x �- -- _... � ,-. ..� 588 Silver Street Agawath, MA 01001 8rl�hton, MA • Brattleboro, PC • Brandon, ill. 4 Madison a t, PROJECT: i e \. CS Rc�►lt�. Inc. 588 Silver Street Agawam, Massachusetts j - - sTLT s4.t �._�1 9s. { -.t r Parkin ExistingProposed � � , � � ..,� ,,,�„ � � .� ` r EStirt�► .� PrOpoJL(�- ��.� P�Sl1 .� Regular 55 75 r ,se. :r •. ,`.. _ ly 0 CUEwt: -` o ECS Realty, Inc'. Nandicaped 1 3 , I '� Total 56 1$ ( i Millennium Press "^- t ,rs.a �+. �+ AUTOCAD FILE: ECSNEW.DWG Setbacks flown Wes#mass Proposed � (Existing Building) � � f 40' 75' 85'/100' (570 Silver Street) ~` �- e ft•p DRAWN BY DESIGNED BY CHECKED BY' APPROVED BY Front ew.uee fr. tAeaeur. frmw worm.from � � � A. Property Line Pown�t Uhe Preperty/Pavemont Line 11 25 45' 45' Side we,,,r. +r.,w Iy.O.uh Iran t1+..ure toll" \ IRAS KCS 1CCS JECS Iroperty Line PraOatr Lin• Property Line Rear Mweu2ie5rrom trans, ,►om tlearu4r5traen SCI��L I]A1'E J09 N#�. SI+II�T #�3. Prop*n,Line Property Line Property Ln,e - r 20' May 3.. 2000 10017 1 �_,AA7/Avw 4o&7A l Cb*/Awc)7r• "V esW.,mlih ok S'P=w1 Ra nt>[xd a "ll"Mawy& fr ECberer.C/. ��A%,Awlffsl k"p Sore.E.zo�voc.,t�oe. 14�k 9� - LerBarar,L.I-P /Ch.gracvnc� 1{hlk,..+y,Fd><•46�lfnosFrvc/r.*�ea. me Llrlerl� ,� tFqua;RAm E,rrc t',�rs P4(a7• 4 ) s'ac e'aG &p rAll ors 00 r4f. •�Jr 99/ l 1n19fh 3}erefe f 3ral« &X.S d f21dirGh s�Gb,c(Arumf 99 r r - _ IMIT F I 0 i v�rrrpd Ifdrti fbGr+C •t4 (rsP) t6r^fvs,OTa6�.Sweikln i'✓OlSror OflpTtwrae. weilAId AKriflsr_ic Mbrlhtr,41I AIt7tJnOr -- --- R STORE SURF i ,r ,GGO 14rbnf. .• fapr:h Gr atdlr &-A-kCCdLr5rSAS KIND GPMWN OR STREET � Agqw \ 1 SURFACE �--- �+ CencIrmesf�rA {P "� I PAYMENT LR/YT FOR rc / t1 2,Cr0 .r LATERAL rFnw U Cbnfa• a/Bose to U :,. ♦!� P,r++.7h.'Z.d9ie TTcA:r►;tQiT l.O�':11Y C ? �f1+lJ/17i TJlC I:�1'T7I7 I , r-. �,- 6• I I4/ ' [�rist7 of Deeds Al A="f7 l/��J•J� "".S•'•r w5rr=..." \ ` ��/�1 �(Lit- 2 V Alun rnon A^WrneapJrf ! \ CbAlTR TaIgt1T �QGEe r :+` .r. JJ^�, �[iQ+7YV•J fn` 'ri; ,p } U,TA E aA°KFI L I EXPAA/SICW J01AIT a �►�` ,,7 .� -� 5f[vs�wcac.,�trsp.r's. \ MAT RIAL �. TYP. EXTERIOR C'AVCReTE DET.4/L5 �'' _ - ` -G1✓-� _,'-_� __` e /'Veews/P6-)A rtv \ n RO K(tF APPLICA81 F I CtYlcr[!r ConeI ` z WITH 4D'c AP Ipl'STAKE y �� \ LQI I ` STEEL PLAT �I or E / L+•�f�•�/� �!/� tllep[STURBEDGROUND IS'-O';rt /2"PR FORM A/,�//,7anls I I r ExPnlvsloN a� �• G/� i JOINT FILLER N Precas/Rem7�lrp/ _ [. r w - G .`. SA N A K T � T-O'* S'-0"* 5'-O' IF Owicrtr/eA&rrl;S�clA .I•Q"/Mr7 •S 'a =� >:;`'":,'•': \';,lO� a/' . / ��- As Rrq'd i `$it SC-W 9A ve ' / s+ GS M�J PEA SHEET FULL WIDTH OF 6 MI THICK T Y TYPICAL WYE BRANCH FOR SEWER Pr Sit-Ph"hr I TRENCH 1- r-O" Di V-O" 3/4-CRUSHED STONE ` T] II 3 p •�Q► d A i �O/t•E j,`....v ;°i'., HORIZ. LIMIT SANITARY SEWER PIPE /�a !_ori3 �O< 4 0.• Cb►yerrkfTforvrl,ouglf RoeK FRAkE ec SOLID LID. NEEHAii NO R-t47<-A * OR AS DIRECTED TOOLED JOINTS 7 3 ,- �/d ,p rf I ~ (ROUND) OR APPROVED EQUAL. M T'+�CLEAR BY THE ENGINEER DEPTH•/4 DEPTH �I�111 /� , F1amlbkAk,,�i6wrOwAFwl SANITARY SEWER OPEnING EQUAL TO PIPE I.D. OF SIDEWALK 9 �- ai,I] �i' �� 0 , jN t z PLAN . / } l,o'DIAL OR LESS ItCP.OR DI.P., AND J TROY&L•-nHtsrl sd p� /�-r�� • ��;09 .¢ P�4 ��4 / ALL DR P.V.C.PIPE1 FINNISHED PAVEMENT \ -Q �- ,I.16r>'br.�ar/lt.d0s1�'7 Np�= /�r�Q�� rs,:A�>, {,�.�,r,ty TYPICAL TRENCH DETAIL TM►IERE REO:;tREO I FINISHED CRAOE � \ Oren M4anlSo�ilr 7o /Yeret Slruesar77/ h1!+quslrmpn>hs AS SHOWN ON PLAN s��• yD ,. ��or �+s;40 L 1 0f Lv�e BAasa/er /t/prr/AdArS / ♦ / `�� Vr7 T TYP. PRECAST COtiC'RfTE MGAl�t/H010E DEz : ,�' a��, 'eMIN �.W10 CLAss-C"CONCRETE _ �s'�a- p O \ � jl - (BROOM FINISH) ter.• 3 h •�, q.�/p�1 / 4*9 SAitl1TARY STORM DRAI�c! �s• vc car cu� 1 t N � � � y40DFTR rt k CONCRETE ENCASEMENT \ 4 /ia�3 1(1 LOr Ar 6' MIN. ALL AROLIVO 6' MIN. i 6' LAIN. � J� �J j �� A MP T . .. _ ALTERNATM TOP SLAB IS EWER IN 2 LAY S SECTION F STEEL REI IFRCEQ O TO MEET OR EXCEED H-20 LOADING KING DIMENSIONS- CONCRETE SIDEWALK 24' SOWE • 24' ROUND, 1p 30' ROUND Kim la if WYE i 5. BEND f ao�a Tram Drab a!�M I~fi retool!I� • mSANITARY CLEANOUT DETAIL •I75ps.1hdueYW •i AS REQUIRED i ptaceenent 6c Construction Detoi, of a Synt++efic Fitter Garner 'H.ZO s'trdlae0 H4%, Y; -_-_-- - �1.aV r �•A 1 '4 y i I NOTE. DIAMETER OF MANHOLE !V/ noting VARY ON REQUEST.One w&Oft Plan. wire Feneinq I"Elorn sataAoOklnp,Ilaid.dEnds �' �-�f Pests I, set posts ono Sop-on End Copp _ = N°^rM ro rrngw Clr 0'�+ [�1R[dtIVOW cot � frnc'n p'for"e 8y,yh,,er„o"a „Ids d■4g-d-on.Sir"Shop a, 24' B, TpP CF RISER JASE a r,cewte a fi:b n Pa s" ersl„d 0WOOK;h leg r french. se. poll end qst r,rtmdses kx.Tu!- RESTORE SURFACE IN ROUND R STREW Angle 10 downstope rnrdl.and re.Yaad air I r rw ere-Goal, to. --'•'f'-` K ONO S U FACE uoslops for and cap stdbi,ity Dori I E ITT I ADA Campbell Giotto sett deornnq. f CIA r S.4 sauere w.112- roan s�' M70f PA1ED AtpApIYAr The YM,d,,,lar,be SoNesea8, r .R- .IAatd�dd.p - r+�r. _ n� �Ce00��,a • la*r ;drd rtoPE w=ne to.„ •-• I'1S.p�j/- +� KIIF APPLICABLE1 If r, III t 'J -.' /fc//n/�7pu5 r./er�7� mole ad cop J•^ tl "T _ �141� ,�_ 12' T�'-mil Tock Cook a at Nam R° I�- ,a M,n. I , TRt-MEndOran - -"'-1: I1=1II- depth 1: II^III-, 1 /O SLakllrss 3Cr*m - 33� Molded-InRbs Dw"ishrdllpheewmtd L L� l �91DUtDER r �if. Cy0/TC.Pvmf P,o,Idr.oc.glmy raeiCd Tym A-SmS screws. Rie X a 1 L SMl7lAI1}It yl, y tewal+atld by ad,R aertrai �r Americans YMitll • w t- W yL �� L 4 Sockfal the 1 �s DkabrgGesAct rn,Ullrt curter u SUITABLE BACKFILL ✓2J Ir I 1?• �11 f/I)i3h �srdcl� Mpul+.on 4.14:MAatirpa Oro & •. MA E tAL Foe°� J. Attach raly rubric .r•spacl Ihf Z 1y2•� , . jr t Cholm of 3 n 1 located let w surram.l,wl 3 . to Inc wire /enri ILL Three banal■drairs ass Inay rid here Spam no O N ~ and talMd if I■ anrdld in Knock•a,a ¢aatw Gun t+r n&%O wide In a I`�V the trench. nco.ateC so;l 'I f �' 3� �� . I "BIT.CONC. IDE a�g '�� G{� u +� P e I SIT.CONC. BU+IDER COURSE nlani ainescowI , to ® amwortimdgrehngshe" i■ e � � � Compacted L -�-- SUBBASE be'''with r a.T w,aarad ope*kw rren 11" r * backfdo - , At--Shcrd,aa 40.a 4• d•dlteWaO.d saesatvl.long 13 ---•--�-�'- A SOFt15 Ppe. dnrrna,v PsrP+ndctAw to W �' :r.••• - . WATER OP F1►i91 TlLAEIE RS the as wrery d.ecaon a ti..t ' L)Ft TUBING �-r I I I-I l I-I I /Z�G�cvn ON sK '° G x TYPICAL PAVEMEN ECTION 10 �' -"'=III: IIIII- II�IIT=TI= PARKING AREAS i SAND BLANKET .- ...-,j r+''.'. s '- ROADWAY - TYPICAL CONSTRUCTION Trn, /317 Mirvous 1548M 0ETA1L. _ GENERAL NOTES: F tsORl2. LIMIT ROCK /V.15. U W ! _ ' ,. REINFORCWC STEEL CONFORMS J �,v•' _ EL�bA f+I+e• •• TO LATEST ASTM Ata5 SPEC. �, WATER SERVICE 0.12 SO. 114./LINEAL FT. AND r -•":-� 4- h I�d•3y 0.12 So. IN. (BOTH WAYS) BASE it BOTTOM Placement & Consfruc lion of a Strow Bare Bowler Tll,•BOC4rmer GPai.rld End Gram TA1-0. s1f•4 Pp+COMMear Gender Charpar ,e 2. CONCRETE COMPRESSIVE 11'i�rce■rrrnlal■keoose Ierle er,0 prrn rerps an Aeee/e leen.w,s rornr,prl.e pgry Cerpe•s rhae wr to rwrrr STRENGTH - 4000 PSI t J fecevefe a rrenrh 7)pracr. and stoke Slop,mg Areo w,rlddl "Chw.arr` ..elrw.eaa,..Accew °'hpn0"a�nrtlea"a~ {fn149rjT D[A, MINOrJUM. 4 deep, one Inc elro.bon. lee Corcn Basin Detar ke.txkkq ewes M elm1+,,w4 •4•nb,tdiya74 b4e al,FM d M Trl1434.Prerkree r%■ k.41.rote me =t+trreaa•.Core •'•ar"p*'" 3. MANHOLE DESIGN Stoke +•sene+ed wpm qr.r.wra ryrra •4•crw,y.l,d Grob es, lX 1A. RRl ysda w.etn or me straw stokes per Gore. sns s,aksn,.v.w,An. wan 4n laiJeprerraeb SPECIFICATIONS CONFORM TO + be;* mrww.. LATEST ASTM C478 SPEC. 4 . FOR 'PRECAST REINFORCED i E.caraled Sol ^GINS nsre D+ec:.on CONCRETE MANHOLE sr,*.Bale ++ ✓aCAMATSANLATMMtM 4 11; ` SECTIONS � 5tro.Bole 4�1 1.Oq Trweek.vat al, Trr o broth strait Bde �{{ \ be.n r DrainlsyaMandle abaYti nss*n.e ..�..,� •e.aee.eA a '-) f S[!JJ`laCflor;�It = �/ W I meanmh a 4 ol W,IGeIe on earl L".r �•",+.o rite. Gaiter. _ Collet S�dQnly. )I TERMINAL DOME CAP tl�Lv� - 7qD Of'/'W/[�crlrh on urd tndvr"h pre Trench Drip. �� tn•tr rt'�"a" vs'O"te'T - IiLI _ _ � 7I1Ill - Z-� re`r Dos:" SLEEVE SY'11"OGEi Calcn who ly w� , Fanrsh Grad1I I I 1I�I i 11 ICI =1 I I_rl�1-r RAIL END �CONNECTfON(ALl� CONNECTION(ALT} l TYPICAL 4'0 GASOLINE TRAP MANHOLE Ili a»rwai a ate we,nwln, !.Rase rat a sus"Rao.Ss a M uara ae4w sraeQ biter 0•0,ell cow d rite path you wort �LpGTml Chnelwhr IhoTrwldl Drain lolUn.$9W4pat r. 5 y� n t-y , 'Z ': 4,l aockr,rr, and compiler TOP RAIL defrM elrYtfon. Tit"yc r { i-fit !u r _.,+. k ,-�� 3J Aol.e tuba shoe tn►r.cawred sou as r LINE POST flarrd End Se+�flon c':a a boa nueva shown• an the phar ��, Fflled w/fh side or Inc bares ,o Dep rased Catch &as�n Dria+ 8" S. t Trench Vessels,Cow fth F/ow pwr r. prewnf p.P� q 4Ap u CAP KAr P.,,kal n� �A Cbrx ( } raJMA L - _-- sr,o-Sole calm fie,nn0.b ,v.scY tuS PRwh �F 1 bean Pt krtw 1 Susan TENSION BARS' uMwM snit.Ran areeMaps r MruflXOl•I ! _ / WIRETIE� 4.wd snap to topeRw. 'mr.•o :;w�,r Irinlsh Gl�dr Prere you Tat ndats Dlls and. a de '~ e•ww Zw cew+rw l.+s v slaw Gem oc led ■IMre,tlY wore 0■dd pall and Ilya a sit t,a r*rw•e 4. •. 1 - -.� , ••••'/•••: •• f f �7, Mernerbsn06Wf 1ppapilss uw � _•r •• ; 1! ° - ` +� TERMINAL POST opYllrW End-Capen babm or Two to Del • RI�nQ Clone.A ` Q D L11 Borg roll hh r 11 , �Dfllder Rip' .QT ,a parked Soo■ I ({(( )ill- I It I TENSION BANG ai v4xcesa.ry - Shewn Ch Plan 4 i.s.t,eear eappw.orwr,ee.•tlea W a {{,■ 1 s,rew sae i Ill I L=91 i-� �DO ( ) I ANDRNLITS(HOGS LINE POST iZEusC Fw•r _ , `f @a> MM M T^2"r•VrS [aJ4L\ 'b�` 'I •�•' prbwGrtiore sue-0ese Mdg14r plc Wn Help-at �,�_ _ unksFl or are t*allGalt -- TYP. PRECAST CGWrCRETE FLARED EA1lD SECTidil!DETAIL Reeve sh0d0 a all lrlly,r aqurt s,e _ j� � :. ELFYITEAarBlIIEtNRTs • :4 friJ zru ta�r� it fl'l- �jti,r�..-. -��' `l.ls• 4 •Q. '"e,�. ,4 ��U$F /}LL JM at''r FrJt tq� I•' _ :ail •� I �../fI�eJCD 4.MarineDraltur.UMW s*+wo cr:.4!m y' .} Alt-�.� .7�e�hJrS �.o..rlLT� il.�; 'I'h� I (.�,Y1Clrh r frsr Trw,d,Dan.FA it to M4edd ."r 's',lw�;, o r�r I T�� + H I '.I.1; • pie sp'^9 Inc.a',0 wee k n pace on - � ' Wilrow&W z thil,next led aid AinPeuMe Mr"LFollow •�: tN4rea + a .: •-pit wuean PUNT BED IRA CH 1,01i AREA J l EtJ Cr+4 1 •p' L•r�T C I+r_ TYPICAL FENCE EsLEVATION I •o ♦ $ l.; a,. TOP RAIL 1 NO BRACE RAIL It*tart rq,er,e Isvi d units all n r +A,■w o... SET TOP OF DA/gEA LPVEL Mf/F's7. C.R. OF yam O 1 7.Ado ldrlarnrat•where eeo 42"� SETMti OR F r to*Tne$ill,mote Gala p^.aity Orwo M t .t s . fT1#SM GRADE r{s L?7 S P��'p ,sire at Iusl one admomal weer to each sfde d each un as FICf/ g 8.final preparation.Ddwe pd,d.q „•�sr e a, S DEEP Pt,7LnTK f* BED DIVIDER W/ I' eothrreR,canrcl roar outlet me to var,a +two sleeo"rs , � Fit%(3racle Duut R TOP TVPe GUARD P057*DETAIL rte eeuom of V*Trench Drip Use nee.n a sec.sox co• lff.r" .. = - -'� M dlld 1Ws locorer M grate ims 'r 100' fi G J,T .. STEEL STAKE-3 PER 20' LINCHT OF U TS• s.cr.u.uag.Paw cWww pod,on w•,r Op7rdw od Weagws DrnoER MINIMUM bars Was of ea Tro+u,Dram to - •• .n . ,haWd be �j o: Q F�//WID-V 6and,4161 er Pole I3)r-Yv y;i6ar d. t0 ECTtONs OF SECTIONS 5►uLL BE w0E r:r,ed IYnh rrnp er,rinch aa:,. . canoes.lager n r a ul.d s deaiFed. 7 tD 9 . a• P{p�+S/saue,e� .To 3'Zgrs7er rl""Ab✓e :',':�i. :•Q Oro.,/G+^7cI. /t,CorrralfddSlre/Tube wTt►+ oOt+NEC K PLUM Ir LOK USE 90' CORNER CONIECTDR IF PIN+ LAYOUT �r evl Centering Wedges Wd,/co d Ta REOuRtES. (2)Ad 10M Ph fa PLANT BED EDGING .3000P1/d!rEn¢rainrol Ccvper'efe Bass NOT TO SCALE i l ~� L/gh>;n+r7gPl-ofrclar Ground Sp/ke Construction Notes: INTFRNAT,ONAIL M901. OF ACCESSOM Ti�tP fL.QGPDLE GROU1l/D SET DETAIL NOTE FOR TREE PL""T1Ncs ON SLOPES. PI All details depicted on this sheet are approximate. l RISFALL 7"2) OF THE THIRIZ STAKES rruBaell NO GLM WIRES ON THE UPHILL W OF Applications:Peri[tleivr outdoor ran be tliruugh wired.Bronze insulated.lips-40'P startilti,; All construction details are for general reference THE TREE. SET PLANT SKOMEN PtLW -SET PLANT SPEMO PLkW inwninatio,y t,f rarluries, finish is painted inside hlB-•20'startin,r. only, and may need to be altered due to field -THIN is BT t/3. RETAIN NATURAL Y Y SHAPE n garages,shopping renters, polycarbonatedoor.Side huh Dlmensi0nr. ITIt11'<14*r l"'x Conditions encountered. Any alterations must be PR4ADE AREA FOR'VAIN AQt E55RSE -PRt1tE ALL DAMAGED, DISEASED OR TtEA1t y�,:'' utTC1.buHttiligs,ivurchutlseti. provision rur photocell,use 7AID. DESIGNATION AS NOTED IN LOCATIONS T �WK- utndal-resistant wall park Nil.i;l0)5 for!'31)V or Nn. approved by the engineer of record, and meet SHOWN ON SAE PITHSMANDLIMBS AND E05 ' ' u'tth ruahrrllyd tululT light ull7!I I for'�fif{ni71'. Lamp not included:1'sv I/Y REINFORCED BLABBER HOSE Ek WIRE No.3V �" h suggested lint lltitefl Ilelow all applicable city, state, and federal regulations. T BARK Mllai COMET!/SAIJIM y output.For security � P Relkctor:i)irre[s lii,hl down x St7JW WOOD OR I' OK PIPE AMM / AI 6 Hon illunliWLH0lI without Islam or :loth out while'shieiding lamp. or see Index under l llnps, (NOTCH FOR WIRE) FIRMLY SET f 12O• ROLL BACK TOP i 3 OF BIIRIM pr!•'r `j r; light perllutiun. 1L dinul h:Lye Itrrrrlaitl sllr krt TIED. � PREPARED PLANRNG SOIL, GENRY COMPACT a Housing.Poly,arb imah,-pill, adiliAK Ir0111!In-In iu"Earl-prT. Approvals:III,Listed(F17G.57) ' Stpi 9sAii BE OB IN. T►rC,l 1REE WRAP WITH 301 OVERLAP-ENDS ITED io AROLAfD ROOT BALL Piee•e is Flnsr-Ul-unr•spacinl;l[nnunl inl, for wet loo-ations;USA ALUMINUM A FASTENED TO POE 4___ _SCARIFY PR BOTTOM MRIFAIAII !s DEPTH reaishllll to rtwks.Twin va llahility., Certified(J.W 196)for 120 of ( capli,l'sl•t'r1Y5 her•111-t•drllir lu , , 27 W illd,lrrr/owdoor Ilse. e WITH 2-3/Ts THEFT Pt100F Dallas,::r I I I L3narrl'sIp.(I gin, Gkv. BOLTS THRU PIP[ Slfii die-r:ht INIrk holtsili L "hill, LETTERS A Sn+soL Swu1 IdE [r TYP. 4' BARK MULCH COVER/SIUCER �� "I IS.2,10,277,%')vhvt s 11 Detail Sheet Lr T scTtE>ENNED BLUE ON WIIFTE SHRUB PLANTING oYel'recessed wiring 1xhxes � 3-v �+ a�oE � NOT T° scALf Prepared red e : Prepared For tIDLL BAdc TOP 113 W" P Y fo VI L 40 CKWA zE� STEM. NOTE: SY►sa SHALL BE baREP1WED PtAMtr+G soil Kevin Sheehan, P E M WELD CAP TO TOP QT , CENWMI) AT END OF D UVATE TD V4 M111IM I - SMILL BYlfit PIPE. PAW BLUE TO WATCH PARKING BAY-TYPrA PI�WD T FACT SOIL E C S Realty, Inc . SIM LETTERS AND srM LMTifCTLY BELOW PLANT BALL illl19i cw coormughting •Ifrn•piece I rlrradltnlalr Ie11s i iliw sen:dl ,Malt park provider :n, :shun• 588 SYMM PAINTED TO sMTCN LUMARK Silver tree STRIPING e lirit,rt i back(-;LS i ill,itltrrnal i>liar, d:u,rw of li A irons i Yet} rnnrpart iming 3 F,rc S�Tk.r� TREE PLANTING ■tisripp,d:duolinunt n•R,•rt-pr :hie• itily ag t'sl 1 Finish :tsxurrs Osi " Agawam, MA r\ U � ely+rahiliyy ah�iu,l Ilhr r3,•mrntti. l'rtl+-i+ir,yl I"• � iI Mo-.4rPsM 7•2' tuilud�•IdI II 'll I�h ltln,�e . Nil. NOT TO SME � jJ11nu PAKMENT SURFACE E255 xiY1 x:) tit OpM7111 MIN. CONCRE rOOT1NO tIIAWDICAPPED PARKING SYMBOL SCALE DATE JOB NO. DRAWN BY FIGURE --- - - - ENVIRONMENTAL COMPLIANCE SERVICES INC. r^'�DI$A9EED PERSONS PARKING SIGN - _ _ 588 SILVER STREET AG AWAM , MA. 01001 N.T.S. MAY 2000 1000 RAS 2 . . . . .. - . . .-...- ' - . .. . _ . _ -. ._. _ �� . u" - - - - - --' -- - - - - -- - .:" --- - - -_- _ - - - . _ _ . _ _ _ _ - - -" - ' - I 1 " _ _ _ _ . - - - r _ - -- _ - "- -- . _ _. _. _ .. _ - _. - - - -- --- SOUTH 511E ,,: I ., .,. 5 . - -'.:�. It �„�--..v"Y-"- -�. -.-_ --•_._.—r-.--.-_---.-.-._.-----.--^�_.—�--_- _._-._----T--�.—. _...,_��--.- T.---.-�- �._- _ _-�_-�- Y-_ _-�..-- _- - I . II EI • I . I I - - of ! . i I . I I � - I s F ,) . r I r1 { i . . - I - - - - ' , I I -- �-r-�T_`----.....�._.--T-•-_--•—_.-,-._--,�---„i__,_�-__�....•.�•.-r.-r--.._Y'-- --r„"I 1;- o. i I I I 1 I I ; TAGr MATOCAL/MF6t. COLORMO. NIJTSd .. �, ,' g I i ' I , r , I � Ores�w+ , 1 } 1 tIRT : Ex or Doors r�l .. _ , P�f Mseoh : ', - I _ , � , - _____,.. , .-._��, __-- ___..._.i_� J«L.._...-."--._�___' _ _mac. _..--- ._..__._.__- w�___---- -- O _ -- - - �--- --_ . ---__— ,-_,----. . -I-,,-w-.----� _ ' h�: . 'I. 1 : I 1 : I I _ I ___•-1--.'-T�_-^'!"'_�-r--'___�-,--T`--T� -'� --7 -T+T 1 . _ ! ` # , I - - I I _ I I 1 �F.I I" / I Q A[f..�� 5 .. 4 I - , ! . r r . , . i I . 6TO1� �c r {//y^�Q� .yam I { . 1 I-r 1 f i _ i I I' I I I _ , , l _ I i #i_11 `- - 4.. V � 1.4 4/ - s, ,- �,•I . I i I 1' t I , .. , 4 , 1 V I 1 ^f 1 i n I . 1 , , r r I ,I r . i I . .:, i i � �i i' . _ 11 I ! ' •.h ;�; ' 1I i + I t 1 9 ' 1 , r ! i. i , I _ .. , { I I 1 i 9 I t - I ..-.. I } < i I r R,v: L . , i It I i I I Dk�F1 TO MAYGd �' I x I , I 1 ! . I I ' , I h , i( i t' 1 i I ' , - p 1 - _ ;Ip , , - I � I I , , I I I 1 © .� GAl.vALt,l # pF/�1 f T. �KiO'1�4i *1 - ! i r i, i ; i , i 1' J I ,, I I I I I I- I I I I } I t 'I, I I .. , a . f I 1 I j ! r I I -t- , i ; i i �_ ....i_;-___ i_ L . 1 �__—_:--------._ --- -- -- - -_ ..__ ..-_ — --- — _ _ , � __ -- ---'- t_ _ _i__- -_._-------- __' -_-------- -' ----'---__-- _, -� �.-- . Nm ADDITION i©Irwrmo DIjfLDMIG Ov�RNEAD DIiQOWN � - �------ ______-__ __---__ WEST ELEVATION �N�� rNTo ��g 6PAG1£ ��--�-_ - p �. �� . r z- _t f� , ' EXTER•�OR F�SI� SCHEDU�.E � � " , .' : - - _ - _ -- - - -_ �� .-_--�-- - -- -.— _..-_ .— scale:No sate k I . . , , .. . . .; . . . i Y i I J r i I r. .. - II 11 f I P ! I ! ' , I _ _ I I 1 I r I I r i. ..1 I I .I:1 - '' `y" . . I Ir i j : � iri , , - I ft Ii � i.,1lt I { C ' I r �-"i t - 1IIilil + II I i .1I { iiil I11 ` I I 1 j k I Poor to MAtch Lcxt�tfv E`er � I , � 1 1 ! 1 I � i• I # I r f sf ' ' M , rr r :I i 1 - i I r I I , `. 1 I E i :� i 1 , I i r 1 f - ' I ! 1{{ t 1, 1r 's - - , ., , - to. 0. � � I , . I } , { { - I } � � I I I � { t � I i t ! i I '� I F I F �. .�:. - _ f: . . * f i I _ - ' ---. .- . - . - ------ -'-- '-- ---- . . -..- . I • tWf • _ , -7i—1, -f r: 1 '' J 4 I I -�—.may , ! I I r I I i i' 1 � I t # I !• i I � !' i I �iVNK .. •'� - e .}", f - , I . r :Z I '• i 1 1 I I ! ! I 4 1 ' ,s'--•t1 •Ilr : {' 5 -•�> T.o.r . ,. E i 1 i ! i 1 ! V 1 i J , ¢ I .. +- - J I �$ . � I 3rdily�{�{. t,o Mattch Exlstr'm1y/.. � , A -r , i i i f 1 ! I �i 'I I s _ .; I j , I I _ i 1 i i I i i } 1 1 •"U f 1 r '� I i i i 1 _ "# i 1 i -- - k 1 , rI - 1 I I 1 i , � _ t aUl $Qf`�Tt' �..T } f I r I . _ _ ^-r i I 1 I I 3 .i al' - I i I I ..'. -, r.- I I 1 I ! I �-, I i 1 Ii v F 1 ! a.. r I 1 I I I A I' I I i i I� I I �� I aleh- i f P ; l 11 i' i i f!r I t I i' � `: 4 i V 4 _.t -1' _I. L i i '-•h I� r r- --- � --w.. �--= �,__..�..-.«� =-.�. ---_3:.1_.L-J--.1•___;i-1.,1.---� l :1 - - i 1 .o I ii o T..i- :1 f4 s I - Gay 15o1I]r m i i i 1 I t ! I { `* �� I I t # i r i 1 1 E { 1 Il _ # 1 I I , I 11 I I .j II }�'I 1 I i I '! }, 1 I ! I y I • 3 ! i ; i1 II , — —I } �' . i I 1 { f 1 I# -...�� J - - a .1 -•^�-�-� 4 f I i t <', i ; II`F { i i Ii �':`-__ I I # .1 i i F r , 9) • 7 r' 1 I i i I � � J - - - , f i ! 1 i I e ! 1 I I f 1 1 I I 1 •� I I 11 I i k 1 ` !I : e•"- 'r' I t I i I I r 'E r I' t r• I i l r. 1 1 : M. I I 1 �, �.. ! I 1 f 1 lI1 �- i 11 f r 11 1 I t # � � J J r i i i I I ! i I t 1' aSrS: , I I li � {I r r t'. i i i I {{ I -i i I I i { � � i 1 I i 'I 1 r'- I 1 i � f' � 1 . 1 l.____.,.� i i i ( r�---_ - i I 1 , I i i I 'I i 'r,. 1 I XI'� r r ! i o ( i i I �' ,~ I i I � 1 I 9 S E i. I I 1 XI # i iXF I ! frlt r 1 _ I r l , 1 , I ,. I' i a f I i i - i i i ])j i I 1 i 1 !F I i I' i �Y r 1 ,r. �i - 1 I i I I ! .' s '! E 'i I 'I i t I tt i 1 i i h i ! I 'V i i { n t t � n- i I I E i i ,'II t i I 'i I ! i I '�.' J r I I II r ! 'r I ! I I 1,I , I I ! x , , '! I I E ! I f a 1 t , I I , 4 t i J 3r I , 1 y -- - _1 --a d I + l _ a - - - a V. i. - - - �_.. i.rYl� t 1'r�/ / 1�� - r _ _ - J4 'M- ' v'� =, ►f t. r_ *- ^y' +E , 1. j 1 I I _ - - ,`'i . .. _ - _ `mot' 1.. �• fir:' . EAST E LTV IT ht h I . . .. - . - . �� . , . ., ., . I ! _ D��IEtMCs�IirLAl�4 �1DDtTION �' - - , - - - - •It - , . .. 'k - • , yam' , x., - - . - } - ,. -' .� 1 4. . M. r, r. ' _ $ ,IL S. .. . r , r' i L is _ . , , .' I P- . .. ,,' t 1 �D00 dt1.Ft. ,�', - - i 4 ! jI 1 i 1 1 ! i ' 1 --��++� - &W1j TSAR PF SOAM• iwlf/ rYrf,r4. y r •1 i; - f: .. ,.�.�+ � 1 I 1 ' I 1 1 .i 1 ' _ - - - E 1 n'I I ! - I I i i , I 1 I , I• 1 1 I � r 1 , ! i y .. ,.. r ii I tI i i , i 'I I I I I - - I I ! . I 1 I i I I I i I � 1 I 1 t , f i I I � I t ? I r �. i r I € DP IlQFT. ! i J I � � Irmo++ 11GF irf00 ->,� .. , t , i V I I r , ( i i iI i I 1 I , I i I i � i 1 i , i R ! ; I t 'i I It f I i I i I i ":, i I ! I I , i i iI 1 I I i , I 1 t `` 1 I 3 1 ! II � # I I , 1 . �k r I i I I I I t. i I i I I lily i I I I 1' I i I . i I I r r a. i I I i1 , I ! i E f I , I"I I i I 'k i 1 i li ii i i 1 I J f I ,- I i I 4 r a f i ! I 1 i I �' +tCE dr'i1FC :x �� I t f 6r11RItCde�' 7 i I I ! ! I aoo , I ; ; I t I iI li I i i ! ► I i i. •t. i I f i 1 + E i r i I 1 } - - - i r i I I 1 � �a Q i i jj %�. �. I i t- 1 i i i I I i 1 r f I '; I I I I t } Y y 1 i � . i 1 r r I 1 I i1 � i I - 1 I I I , t i �4 'I l �i E I i r 71I I I I # � � 1 f 1 1 I S � `1 i 'f 1 ! I i i I � �. i i fi I TOt 1br1 OFFICE i�1PACE 9d «, , I i � i i iiii I t r � I 1 i � r 11 I 1 ( f - , , e,. , I II I ! i t� . . I i' ! I I I I F 1 i I I L , 1 I i i i r -----^-3 1 i j i � + t 1 br FTL - 1I � o K�G AC'6 dQ. •��:' I E 7f1�D0 i 1 I i I i ! i 1 I f ii i I ! i i II I r iI I i � J f l I i 1 I� I I ! MIAT F� I 1 I � i i - , I I I Id�� r. I I , � ' K p I 1 . f , . I Ii ' I i I + I I I i 1 1 I I I I 11 1. I f i ! I r'I I a Ii I I i f � I ! ! I i i � I T � ,. 1 , f i Ilt Sp11GG 6G. i i # I r ! ; . OTf00. 1 ! , F f I I I � i i I I � �?cISTMG I , I I I i t !- I f f . I I I i I i I I 1 I I'x�' Ii i I i - [[ r A - I i I ! i. J r Ii { i I I ! I I- I 1 I i 1 1 ,. i' i i ! i Callpl.riT� �l'00017R a!�(E�e 1�llt�bM� ', i I7 I I i , , } I i i 1 �i { i ! , - ! I i I� I P� I it i '! 1 i i , , i I 1 1 i r , J�LDO� f Ft,00111 a1lE taleGt(p�. i i 1 i 4 I I �i' } � I I I � I II I � I I I _� t1 I i ! I 1 1 i I i I I I "C'-t' . I 1 i 1 i ) I _ -: ii I < i i ! 1 .r . 1 i i . i II a 1 I I i i I i i i i � r I I i i I I 1 I i I I I I � �' I I � i I ! 7r r �i`t T� l '[�!r � � �' �' f I f` I 14 1 i i I r i ! i ...1:.L.�1:# I I � +s � �< . i 14 , i 1 I i f i i I I �I ! . � �� ! I I + I � I a 1 I I ! ( # I i' i 1 i- } 1 i 1 i ! ! I I f - i rl I t '1 1 I I i 'I I. i' i ii I I I I 1 i 1 I �• f I I ! i . - � - 1! I I ! I I I I I I I i 1 1 } 1 1 1 I i I , i I I I i I i I I F.,�:-- - , { i I ! t i 1 1 I ! I { .I r i I I S.,P•5. - I I f 1 t I J , •{ I �Lf .. I 1 ! I: ! Id I I I I � _ , i I f r I I !I .. ,J 1 i i r i li I i 1 I E ! .� i f r 1 1 , , i I I � 1 1 . I i I ', , , ## i i I I � # i i i I I '! ! 1 i 1 i � I II i _ .. i t i }� A t i c lI A'}� x �r'�# 1 1 I , I F 1 }} 1 I , i f � I ! r + I I i I I ! I 1 ! I i I ; t I k } i I i I I ,r i I I 1 I Ii '1 i 1 ! I I ! E 1 I i V� _ i I i I I i �4�f�4Wl�i� I flair Ot,�1 `, I I . i I ;I. i I t I �1i _ .1.' 1 1 t r i I � � 1 I l i 1 i i I 1 I I I �a i �' f 1 i I I' .. i i i , ! r I i { 1 - 1 i { i 1 I I 1 I I . i� 1 I ! i 1 1 f i' , ,. I , I i i I I ] i I - •I l 1 I f I .{ r f I I i I1 iI ' tI 1 I I I , I � - � 1 � 'I t . ' I i iE ! � I I I i •,s�. 1I } I s I , I I , I I' � 1 ,I, I i I 1 i I I 1 i I . I .0 I I I I I - , I , I I i E - - � .1 1 d I i � I -f 1 1 I II i r 1 i 1 11 I t i ff I i �', . T - - -�--------- . A__--__-__--- I s _ ,e -. - ,,• j A, ;.w i n • - - - f�0 T#� V14T01� L I , - . , I bA� � r . , . r a - . - 1%t nir3" t3 , . ; , 1 , ' . . + f.. _ ., - I r . , • v .j. v • r' - , _ . - -r - ' r 11 .. i a .+ t _ k _ S - - rr ' r _ , . '. , , ,r , .. -, - -1'. a , + . 1 , r .. , i r , DATE Revision: Gent irai 'Construction Notes: 5/12/2000 Flagpole, Plantings. Covered Area per Westmoss Developement Comments All materials and methods of construction work shall Legend conform to the "Standard Specifications far, Highways 5/31/2QQQ Revised per Engineering Comments of Revi3 Town and 8ridgest", The commonwealth of Massachusetts Letter Dated 5/17/2 00. Department of Public works, 1977 Edition, as amended: Fire Hydrant 0 Area Light (Existing) 6/21/2000 5torfnwater storage revisions, and note per Alf existing conditions shall be verified in the field by Town of Agawam Engineering Dept. the contractor. Any discrepancies between the plans Telephoner Poles Area Light (Proposed} and existing conditions shall be ressoived prior to 9" Existing Tree x ,gees Spot Elevation (Existing) begining the reveiant phase of construction associated Maple with the discrepancie. � Manhole .IM spot Elevation {Proposed} Underground utility. locations shown on plans are bailed upon observed sorface features, and ovaiioble record ® Catchbasin Bollard data. All underground locations should be considered "DQ Floor Drain (Existing) approximate only. Actual locations should be verified �,--- - Existing Cantflure with the oppropriate utility company, or municipal department prior, to construction. Proposed Contours Stormwater Detention Pond Volumes ea • a Prior to ohy construction activity Dig Xaies rnarkout C6 Elev. 196.1-196.50 x 5077 CF must tea contacted at 1-888-DIG-SAFE (344-7233), �+ / Elev. 196.0-196.1 1269 CF 4% o°D, Outlet Wier Detail All work within the street Ri ht-of-Wa shall conform '®; e F Elev. 195.0-19o.9 fi862 CF r' g y Silver 5tree# Partnership Total = 13208 CF , � � 1 Pian View Pr Mile View to the Town of Agawam and Westmass Corp. regulations. (Undeveloped) f #602 Silver St. r47.7 Proposed Outlet Wier x A All grade transitions shall be smooth and rounded, ,lee a Plan by Aesseiated Mdlers Mod s/ /es 2e re7.2 , ,es r Sidewalks will be graded to 1/4" per foot cross pitch, ,eyD� (Aga*" Engk,eeling Dept pSP-rs) Width = 3.35 w / Inv.{out}=196.10 i f i 197.4 08 rap aw_rn, and hove a broom finish. h Max Elev.Pond-196.50 � ; ' 1 1 ,` 010 o •-A°M^"'r Ouring construction and as final soil tabiltz�ation 1 t ------------------/_--______..__-_----------------------__-.._____--_______.._-_.,_..___-------__-__-_---_---____-_-_ -_-------------'--------------------------------------------------------------------------_-______- _ _ ____w__�__ __ - ---1--- -�----------- I oo ;�r 0 60- ".°.`�'�' Q2" , Groundwater Elev.=186.J r ' , o 00 �� o CQ antisiltation/erosion techniques shall be applied in y Mine � / � , -�� i -f , a NO accordance with the specifications in "Guidelines for soil + 1 p Rk"-197.02 Rkn+1S7.741 5° , op0 '�' 15' Inv.-181.12 r tnv.�lrl1.39 ' x o and water conservation in grbanized areas of , / -�- , 15' + 197.4 Rim-1g7.81 • Existing _� »t ,._ ..._ •� Existing r , �,.l�,'Crwewte► Massachusetts" USDA Soil Conservation Service, Arnhe*st 179.51 SMH g 1- �"� -" SMH.' ' Mass, 1975. roust RQ gg CC Existing .. q'�.r+rnnr- w .. verrrr�r�e, +rer �• ....-. .�.,. �„� 4 ig ��+ S'ie■ 1.) Hay or strove mulch on all 3:1 or greater slopes. , SMH ��"� SS 55 SS --^� '�S r97.,x err � � � � � �� .� .ww�r. � - }Y3. IP FR I 2.) Staked hoybales or silt fence traps to prevent +. ,� _.� �" r7, -- r ' Rip-Rap -- ---.._• 2"-4" Stone ork siltation of structure at all culvert openings. ' 30ement 15' 45�,Iev.�196.5 �� at`t !e (40'PTown) t .e 4" lPkt itme Ii \ All disturbed atolls irlt'h+n the property lime not indicated _-�_ 4"Iltapir i as paved, building area; or planted bids, will be treated ------------------- _ _-__-___-___--_----------------_______ ___--------------____-- -------_____�_°Qe __.-___------------------__ - ----______ _____.____ __ _-_-----____-_ _ _ ------------.__-- __-- --____-- " _�' ®. t�4 r ,9x- EiCv.�19s.5.1+i - _+ / - - 10"-CMP as lawn. 4 _ __ }� \ Inv.(in)=195.9 Pine �i 4 aple All detention pond interior areas 'shall be maintained as �' , ga.0 -----'-�-_ _ - - - - --- - "------�-- _» -- \ Inv.(outj=195.8 1 1 ---_ 195 1 ` 01MrTrl�wwrl ,awn, , -r__r-___r_ -r___w-r_r__w..►- ..____-rr-___-r___ l 12" ; -- -- ®, Prpposed Stormwater Detention Area All storm drain* .and culverts sf)ail be reinforced concrete i P�no . on. `----_-....,�-...___ --....r__..�,._..-„ -------,;-_�,, 19 ®• � � flip-Rap � � � �' � \ 196.0 Boll. pipe, class ill unless otherwise noted. Flared ends for 1 ` . _ -_ ---- ' r196 culverts shall be reinforced concrete for pips sizes --- -- _ - -'' ,� k Mtlrio s • , 1 v r 0 indicated on the plan. Rip rap shaft be installed at all 19e 79 t!5•S ; 1■ V) ; , � 1 Pizza , 0 coP I ' f 1 Pins ,t r x g�0 culvert openings and at ents of waterways. Rip rap shall SQS T � 1 E44tln Londe"Win Exlsrsp lArwec t s f , r I ,,saes be placed 5 feet square and consist of dumped 501b to i 125 lb broken stone set on a bed of 12" deep 3/4" to g" e r r � Pine �r ;�.. x i f-� � i C] I _ � I i : Door Pee Are+ tt f 40. To n) i i r97. f 9� 1.5" crushed stone. , e0#�' ! laaple ! ,e I r/ roe.o j err 1 , to W I ! (rw.) " 's°e) Pc osed /Addition I �' wrote, services connecfii6rl sftplf be c#ur tee. trail Pipe unletes „ k r lot, ExtIst i otherwise approved by the engineer, and meet all Town + 1 $ oil- 1 j e � , sof Agawam requirements. Testing will be in accordance t a. l 1 80 k 80 with Town of Agawam standards. / e i t t 6f400 5F All underground electric, cable TV, phone, of other cabled , 1 ` Fin. F r. - 199.15 utilities will be placed in schedule 80 4" conduit unless ► .+. i (,slope ,/e'par root loop,,, trrrid, otherwise specified, l r o togs 4___ i i Existing Building 1 I fir Exi Ling Paved do Fenced a + Installation of und6r9rotmd utilities will' be coordinated by � OE K-- - , -- �U 140 x 8 V it� x- x Stloge Area (Remove) the general contractor with the appropriate utilities. 1 uE w w w w w w ,ors l 11,200 SF All underground utilities will be installed by the Pins appropriate utilities, or there designees, and meet off 12 g" 4 Fin. Fir. 189.15 I - ti J I applicable City, State, and Federal requirements. Pine 0140ple _ floor Drains Sanitary sewer service shaft 'be 6"PVC SDR 35 with a x 12" Exts ig s4^ minimum sloe of 2%, unless otherwise approved b the 1 re7.e pin LightsExietin �9+� + ErD project engineer: Pipe shall be bedded top6" around all .t Prarrrrttev t ) ! ; sides of pipe with 3/4" crushed stone. Cleanouts willIto x be placed every 100 feet and at every directional chongee. 12" 3" Existing Roof _ Existing Are' vents Pine 3' t c Lender {Type) Lignt (HS 150w) x ' PI etrvi e 1 +� 1- I / . # fs ik s Pat. Prior to any iristaltoliisrr r fins y aerie,,' watetp, or tfrl ffTdge s^ Atrorvlte. 1 1 111 1 t f i I I�1 1 111 N1 1 14 i JA M r t,1 1 1 1 t I I 1 I t t N f f(Tt f r � ` F lines. the contractor/owner shall contrict the Town of ytr w? iii ,,, / t f Exiting (i r f Paved Agawam Engineering Division, 786--0400 ex#275/$. r Ptn i � I r >4 No piping appurtenances will be installed or bocikfllied 1e' x �� ' ; I Parking without the permission of the division. 1 w w w 75' From paviri 1967 Exert �, a tees E:Mk+q Landscapinq ; ,98„ Cone Poe , e. / �► , 4 �• It«R �j,etw Co ete Pad Lot All plantings must be lxraintnined, an'd' thdt p6rtion of `tile w •+ 1l7ox industrial parMEA k) k . -r w - _ public way abutting the parcel, and including the trEbelt � i2" ctt / ten ..._ / 1 ^ Fr+, Y $ P g a Trees t i ;in! shall be Maintained in a sate and t�ttractive Ci�hdil'totl by t " : Pia I PnR --:view a' Dx -.-.x x -�. x x x I o7,e.. �-�� r C. Ft Drain r I I / the ownelic of the parcel. g ®, r 1 P e I h 4D' Sown of A awa.m All loam wiEf be stripped fi-a+rr the construction areas, and , 97. I s st t -,ss. r Gar ea y' 1 (e,) Ate,on r o,,,";t i it t7P stock iced on site for reuse or disposal. Proper siltation ox. 212' O 2x (Exist .) y_»_--__ _,.....__--_ P p p t xrs7.a 1nv_rp=_aq t San• Sewer (Apia } (Exirting) Exiatin Oir/Watelr _-__ .ti x in 9srk e.snk+o roe. measures shaft encompass the pile. + 5 l cApP< ) Rm-i477,74 i R Eoaated Dumpstere Endmire x Any plantings damaged destroyed during �constructfon ss l lnv, in)-195.07 fly■e a ' 1 8 Chaintink Fence with Slats r set,. s P vac Sons (Reusr /rom Tennis Caurl) 1 activities will be replaced by the general contractor in r Im-10015 I Inv. cop)-19o.34 1 o y " ie r97.s �j I $ Ins Gates on Front T kind to the satisfaction of the property owner. , (Approx.) -40m' g$ l Inv. out)n19a.49 , ` I, I sub cons%dUan. 5 // 1 g, Bottom-188.?4 1 - All site compaction of till materials shall be in accordance W with the applicable portions of sections 120, 150, and 170 , l i g � / t� i :, J, of the Mass DPW standard specifications- All trench � efts i install 2-2'Sch6a k° � I �1"�� -backfilt and fill below pavement shaft be compacted to 05% - l pvc Cond+,rts x � i I / fM• of the maximum dry density according to standard ASSHO Test Designations, T-99 compaction test method C. x No gurbing sholl be ,placed on northwestern edge of poveei + r ' b / 's ' r'•� • ' su� area to as to facilitate infiltration to detention area, and � >!>. � �a � 1 1 provide an impedir ent free edge for snow plowing operations. 1 H �, . "� ,., ; �l / F J Any new curbing placed shall be of the law profile + I xroi.2 Existing Paved, e 1 / f+iorthup "Cope Cod" bituminous style. \ l ---- --� „s ' Edelwq Tennis C a �• ' I I L� o wamted .(To BeRe vad) x ' / (Existing B 1i i f_1 I Fences brou�nd dumpster, and sttyroye areas sholf be 6 feet rrooe t • (73 Bowles Road} high and utilze privacy striping if chainiink, or be stained M _is_- . x i if wood stockade. , ---» _ 1 . k / C Site Pan Prepared by. Kevin Sheehan P.E. Exterior parking lot, dnd area fighting shall be rnounteef_ on , ! � «ul - buildings or freestanding es, and directed so as to keep ' I •- r x i g 9 1 p Former L e-- "�, o the majority of light on site. Lights wilt not be directed Earlee xre7.e l - , , towards frontage roadways. Lighting will be in keeping Tools with other industrial park properties in so ,,much as possible. �01 � _ 4'� +�'� �� " x + � Maple All paekirtg spaces stroll be 9'x20', with white painted lines. ,sees 9 R *''A•+ E: am ' Chain Link FNrlcfrt a { g 'w" Handicaped spaces whall be 9'x20' with a 8' access lane , ` ' ,.1 '.+ ;t x -4 Sr along one side. Ail sign poles located in paved parking I E1$v:-'' vi x E -----__ u - °' "`e' I e Y w are4l3 will be sleeved for easy removal during snow plc3w;nq ` ' •-'r a_� ,sees �` " �°r'•0`' '•Tr "- '_~"`` i Stormwater ManageFment Note: 4024 ,w•'' ! (Dark or"n American) Tea ' %rY7.a operations/winter months. .- -'' .' I Under this design, the owner , �i I - - f. - should understand the potential �'C,vALf�G Concrete filled steel bollards are to be placed so as to protect , ! � . 45 flooding of the parking lot garage/vehicle entry doors, gas, electric, water meters, fence 1 • _ ' " butdoar Storage a Area Z i 1 during the 1 he year storm. corners, and stair ways. � t � � / Details depicted on detail sheen are fvreant to show general ` 1 4 i 7m : ■ �•---- �. construction practices. . Modifications may Ise required based 1 Maple 1 ee S � ,�'� � xre7.d on conditions encountered in the field. Any modifications " > `-..----------------------__-_-- ----------- - -- --- x x 7.0 \ made must be approved by the supervising engineer of -T.� _ New conduit �' - Pullbox � � � r±».2 record, and meet all city, state, and federal requirements. + w f 4 'w. +� -. �� i rw r....r�., w not. Areas Existing % of Totat Pr osed X of Totpl 1 ' �-- -- -- - --- -� --- -- -- -- .__ Maple Mapte 4 0VAL 1 _ (20) Douglas fir - / �"' � �. � Maple 4 APPR BDAR� ii�. COMPLIANCE SERVICES, INC. Total Lot 96731 sf --- 96731 sf --- - (Pseudotsuga) C .�� Maple ` e MING 1 / on 5' Centers .-- __._ '"" "- - -- MOB" . M PAN Q 588 Silver Street Agawam, MA 01001 f9aiteCrrte9 Coverage 11200 sf 11.6% 17600 sf 18.2 : t ,tpr.i 1 �.- ----. --- --- -� L�r Brighton, 1A ' Brattleboro, VT • Brendan, FL a Madison CT 1 Capecod Berm From Start \ Ttrsris m"Court 50 $f 1.7x \ PROJECT: takin9�5ta1s1�e'. P � � 27.E 36121 sf 37.2'�: � � of New Paving Northerly + ; -` To Corner of Paved Loot ` ECS Realty, Inc. area Areas (iott�) 32527 sf 35% 588 Silver Street Landsceped Areas 49183 st 50.9% 39189 :sf 40.5% _ �' �f i = ` ` 9;0 Agawomt, Massochusetts loot Coverage Incfuding Parcel 14A taken for Silver Street Reconstruction fgQ 0 11TLE: Proposed Areo Not Covered by Building (96731-17600) 79131 si t .. Existing / - Proposed Site Plan Area of Proposed Paving 36000 sf w 45.5% of area not covered by proposed bWdin9- � � oa. ree.ax / LIE . Lot Cove#�aga le dudimt� Parcel 14A taken for .Silver Street Reconstruction � , / � , Inc. Proposed Area Not Covered by Building (42910-17600) = 75310 sf , 1 0 �C�` Realty, nC Area of Proposed Paving 36000 sf 47.8% of area not cowed by propmW buifding, GRAPHIC SCALE: 40 24 to 0 to 20 40 t ) Miltenrilum Caress AVTOCAD FiLE: ECSNEW-A.DWG (Existing Setbacks 'Sown westmtass Pro aseld � I (570 , ver rest} � �'" '� � G ED »Y CFf1=CKED 13Y APPROYfrD BY Building) 1g 40' 75' 85'/100, S'l St Front .Heaver. +rora Ysaeure fives Measure kom Parkin Existin Proposed Chon , DRAM BY DESIGNED P-Perty Lint Pavement Lek+* frapirty/Pawmewl t.Ir,e Side 25 45 45' Land't3cap0 Pich & Now Plantin t Regular 55 74 t19 �` RAS KCS KCS KCS ,Una An*ort 1h* maw"*xMO Qltantit Plant Location�y u++s PfePr LY,e Prop..ty 1 k,s Handicaped 1 +2 5' 45 45' 65 American Abarvite ark Cretn utside Stara e & um ster Areas �9 SIrALE DATE J08 N0. SHEET 110. ' �� 0 . Rear ,r.rbr tr.o.,,r. rnpm sure #o,� 20 Dou las Fir Pseudotsu a Northeastern edge of parkin .lot Total 58 77 +21 '� S� ` . 1" .. 20' Junes 21, 2000 1000 1 Mroperty Properly tan. Prtlpwty une_ �IQ,tc:In S�Ilow�f,6rho.Es,Cbofirrc°for Mby Sut4s1/fu/�d'Arrrzssf Re,.yfh�.� � . /•r_�� J� S�aeree E.J.dt?O'PC.AIar. Locale F_84 � /Qlf hCrraC�CbVC,G/. CndnCrxT� rep.5'i�fbr4xL3Y`fx�'3f/�'/n� Af.C11 lnGlre+c�onCV1r �� / fc.Th,s E7fl� `,(f,61*U P % awy , y . 5ac sac �Reed. Typ.dr.1/1 edi?esCo ed aCCL7pS.t irnf orned (�� ' (ryla) f2attiUn laps'0„' oymw nrFy -hs LIMITOF7R N H _W.411 RESTORE SURFACE IN Z 'z 000 dr6+l.C.I KINDGROUND OR STREET t �w '� • 'el nilSURFACE �� W � lPAYMENT LIMIT FOR 1i1'�� I \ 5 Gn�vel iD iB :I' f;,,vf, I nit: �ert I:D' a ' l3rlumasfie Cbofin 0,0'4 LATERAL 0 W t4 Bale 4 atv 5tr/ c Deed /J All-4rM"dre'- J� I \ STOPPER � CanSs SL'Qe7rvtd� E➢ �5 311 1llurn hum G�Wratyhf/rta•I ` EXPAA/S/OItJ JO/riJT C OArrROL TOIVr EDGE � _ C SUITABLE BACx FILL \ •'-• /-,� _ • Ti�P. Exrfmoni coycwTE DETAILS \ `� SlvpS�/6 O C.,Sale Spr+cS. \ e MATERIAL +u ROCK t IF APPLICABLE) 90" " \ P+'CGb$f RernFb"L�'Id I ` KE r_ z WITGROH 4'CAP/4' E G�k'X'lCJ� CO•'St _ WITH 4•sLATE I � _ STEEL PLATE // ��/(/�•�[/`u O"ire 1/2'PREFORMEDjG.fw/ a y UNDISTURBED GROUND \\ \ / f� + At+A!/Tavnfs JOINT FILLER � � EXPANSION PreCvsfRCEr)/IG1•L*3( - jI _ w p�z SAND ELANKE7 Can erli Rarrs/,_1WIf. 5" --- -•!s0'�Mrq d $c -L - See stied ,evv o J � / 4?,mod I a e 0 I PIPE,SeePhnlar uZ 6 MIL THICKPOLY£THY o �3• M I - SHEET FULL WI07H OF TYPICAL WYE BRANCH FOR SEWER dal J V A' S�:e,Ty 4�lnu TRENCH I� � I• I'-O" DI I'-0" 3/4-CRUSHED S7DNE F \� A�tr "-"-'�� O/ 30� •� �� OQ/Z'�.IS! ` '..' .o. ;�:; •:. Vt try _\ mil` 9 a a .3 V sr p � _ HORIZ. LIMIT SANITARY SEWER PIPE )E OR AS DIRECTED TOOLED JOINTS Z _�7 .'IJ 0 r G!»c/tfC flavTirovQh � ROCK FRAME � 5OL16 UD. NEENAH ,,i`i} R-1g74-A BY THE ENGINEER DEPTH• /4 DEPTH � / (/ N ,• frrvbk!?eaf�wr Te�sldaf o SANITARY SEWER £MNDG EQUALRT PIPEEOpAL. YfIT}+•CLEAR VVV f 1 OF SIDEWALK r. _i1� �� /�J� •// PLAN L -� \ \ J�(J d.(J ` .•r /n M7ra4aE�Oper+,ng3 ,'! .d, I�j� ��(Son,la•y�� {y t 10"DIlL OR LESS RCP OR D.F.P,; AND - )� ALL DIA. PV,C.PIPE I )"ROS4EL-TINI$H J� /r,Larlty�.+6in�l.J farm ,Date /�rereaee nc�kr�ass f!/7e.�Aveirrq FIN"H ED PAVEMENT •f./ .� y8:�y�,�s P ti \�v" O.J /- � DmwnAwon /e 7- iYlecf Srrucru/v/ F'e¢ure ors TYPICAL TRENCH DETAIL MIERE R£O'..'!RED I FINISHED GRADE �,� D/ L4f e aw2/W1I MOnhO/es. , AS SHOWN ON PLAN •. ,�(pstj TyP. PRECAST CO�tIIC'RfTE MA�(IHOLE DET. f _ j�� W�iO w30 CBROOMCFINSH£TE h �?�6a� p \ � � . SAu�rARY-STORMDR.4IAv -MI" 45' VG CU CURVE t t N i z 2"COVER G �a3• Q /a• FT. W a I Y3 ' h CONCRETE ENCASEMENT ll \ _ �ri �Z9 ��e ,G 'ice 6" k1IN. ALL AROUVD \� 6' WIN. > .n N jr 6' MIN. GRAVEL BASE COMPACT rJ ALTERNATIVE TOP SLAB IS -r IN 2 LAYERS SECTION STEEL REINFORCED TO MEET OR DrainEXCEED H-20 LOADtNC PENING DIMENSIONS' CONCRETE SIDEWALK 2e• SQUARE , 24' ROUND, 30' ROUND Floc I l W*fE 45' BEND The tarry lethatian • !•"' molded Trench Drain &M n �ar11R1C • SANITARY CLEANOUT DETAIL �� I P Pdr■etylar,e. y - "C-•--' AS REQUIRED I ; x •taS ps.i ndtgtr,al t, , , Placement Jc Construt[ron Oeroa of a Sy+,tneGc Frlrer gomC• Mm a" t'-� _ _ __ F1•aV r III-toy � NOTE, DIAMETER OF MANHOLE •N-26 etned load ,, y� MAY VARY ON REQUEST, W"ff Fenc:n Cernu awrpw*aaem4Ytd - - _ 'a' i 4!•' DIA. Post a O.e k -Ono pace.trio Erares � �W � � 2. 5rap+r the 1. Sef pas[f and .,re cp 5e Interlocking Molded Ends VENT TO BE PUT e.cova!e a 6'=6- Noneedtomrnoeethegrate IN BRIC1c VDRK DR trench, set pas! er"c'^9 to TCt• ::r RISER BASE ° end pest. duir,g:,rtaaalnn.Simply snap 5ntsf,.rwnve an endgq, 9' 24' B' RESTORE SURFACE IN GROUND OR STREET Angle 10 do+ns+ode Me,+d 4r trench Wag I tr together as-�l -IL---y�--_.� KIND 5URFACE .1III111I (ar i t ONYE1�i1Y rn:Ireenowrgr,t, 'j 'I 24' 1YIDE PA� ROADM'AY aN ro-ryyi tti I I I ' Q and Can: seoa.CteAn nq 100a ADA Compliant Grate I I f3ifumi/�ov5 i3ern CW W Sin ( Sa4,swore l(j's tR' '. �J The tondo,ne,w UM Cur v, Openings Mo ded a spec,aay o v, a hatl W..and opptl.Wt a ' _ _ Iprrr■ealed FiDPf wie+r,o rear+ •, +U 1� i ROC K l IF APP I ABLE I ,I t—,r,- J I e,r.etluPaa WAws �- t1 --�f�— 12' TA,-a&,d aa., -• t I -1 11=1 1 z- Josh. I I=1, -I(I I' t .__1 Tark Coc,7i Stainless Screws L - _ 1-i I I- I depth 2~ Molded-tn Ribs \ TAe galau bads,place r,rn ro !t Provide ucepdaaal niece Type A SOUS screws v[wr z H r 1 t ] SHOULDER �J%T r-0/7C.�V/�1T t�rgn■sion srrrger- If s+D(Rj1EA 11 wwgwrrd be other treat I - I "" American With f. F. w y tr 1 • Backrar the t f//1i3f'+ G/ae� � Disabilities Act rkrrA�„[ OUTLET •i a a SUITABLE BACKFILL F:,ter ' +nth end '�✓1:1 1, I ,' ReAMenan a.S-a a al ` " qr rqs are a � � M4 RIAL F[IGfK 3. Attach Gne• roDnc 1 /2"BIT.CONC.SURFACE COURSE Clgiee of 3 Dralm leeated n.411 q V races.men V ,mpacr me !tot t�! � 3, Three baotom drairq are Ivey shoo have sWcesro .r = fa the w,re rrnc:nq e.csvafeC sort. ' -pffCH 1 _ 7 O N and emend I I ' BIT.CONC BINDER COURSE / the Trench ,.eA,ad n KnxMpA greele.than 1R•Itarnry w,Ce n - V.f I • _ -- inietrartesaeawa'wckto are d erwt,a,.a gratings h..e o e J COmpacLed � ———— — — �:3 SUBBASE to drained Loth T a]- abr,galed openings.IhM terry r __ I - opck(11 ———— sdrdtAe eo,a 4- shoo be placed se that the tang r ^ l ' •/ x WATER PIP A . . W _ 0�'P G Imo` TYPICAL PAVEMENT SECTION sows p pf. d.nd a p geC fi it far rs > ON SITE PLAT+ tw damanl ereni°n of tra.er OR TUBING a r-+,I- - =I ii p i AS j I—I 14I -T� III-III-I i -111 !I—Ill- II_Ili_l!� . `• SAND BLANKET ---' - ' TVA, f3/TLIM/NOU5 f39RM 40f MIL PARKING ARE N a'.° '`� ROADWAY - TYPICAL CONSTRUCTIQN N.rs. r _ - GENERAL NOTES: *'• ¢ HORIZ LIMIT ROCK _ W _ 1. REINFORCING STEEL CONFORMS g tea.. MAY Iok% +e� TO LATEST ASTM A185 SPEC. v id WATER SERVICE _ 0 0.12 SO. IN./UNEAL FT. AND �,,.•� rs f p.1 S IN- I��3y 2 0 (BOTH WAYS) BASE TR1-BBCaeser ra CONCRETE M P:acement dl ConsrrucNon or a Straw Bale Houser OplionatEndDrain W,,. T. PipeOdrtneclw Gander Changer 2. CONCRETE COMPRESSIVE ~ r) f-Cam!.o Trench 7) Peace, and sra+e 5rep:r,q Area .a'p•crlan,re+dr,saCo£m,w a+Ie EM a.ar,vupsatan•W ra ea.,.ee a•mn,q�prpe to C+,ygsr,,,ye w,ee rwna,r � STRENGTH - 4000 P51 f' dero. and tnr s1ra. rases. ,.o Catch �asin Detci7 ,.rr br s,.,cr,tear.arr>.d wed rrw,Er,train Arc•at,.- er Imo„er Tra„d,tra:ta h RRr.EtFl �' DIA, MINIMUM,a+••edrry r.da to al_rm .•51",IM,per, rr rM mY rn,.w p,A,as b Frnere• J m mYe grow tetrtrr.s,s,ae,rtrr.Conn .a•trreI ..,I..,.A.I. nFti ECkn 3. MANHOLE DESIGN Dme. rrc" .V. or the fa■+ru.dwenq,r,r,aaT,p•A• •k"`°"°qve Pa,..,en,rred SPECIFICATIONS CONFORM TO State stokes per bar 0+ecnon 9eS raeeer screws ADA kA 4 pee 0O 0,o 6�ndin N'�• - y. .� OR P PRECAST REINFORCED LCcwrrs Sear r t.? e �� a CONCRETE MANHOLE Slra.ttA, Bare {{�'tt '}, EXCAVATE AN UTTIOT UNT3 SECTIONS 1 Srow 13a+e 1.eq Tresch.Mgt of,our Therch 1 1 or T ear {{( { r� \ I_ _ /Berm Draw"an0 d1 a trench olowhq an s•w.e ..•,eve tee ow„e Atw.n .a r �•f"'1 f r��/1� I I! 11�5 ) i -�r� TERMINAL DOME CAP SELVAGE e TgD C��11/fCbracrefe Iwalr ter.ena l'acpnaw on bae, ,E•r.r ew w,o s.,e .,raw+ees ouTIGf Gl.iic l _ t�{5V�'I t v �� 7 eel +w IIrvr. u.n room. a r,c+w �' i, I I I1_ 1_-1 - - F eos+n SLEEVE 5WEDGE Moat and��rie Truro Drain. 1 1 �I I a-11 i=1 I ICI _I I i I-1 i I-1 RAIL END CONNECTION(ALT) CONNECTION(ALT)1 FAST sh Grado -•�I— ,,_,�I— � `�— ��I--,, t"a"'"iciepn"dCortsinQ TYPICAL 4'E8 GASOLINE TRAP MANHOLE — den ermQ,so oeddr,p corrnn.Ie {te egaJl a1 M stt0 eliEaMES -+ t 2.state set a I"note,bars;a I" .awe..pw.,, none.ew•« .. q.e a"center a ee dam Ted WW PSI Gbnemlle , f)Beck nl' and campacl me e•cowlyd!Ga c !.)Keayr+Dose show TOP RAIL n o^ Ina uph.H )eplesled CatCh bas,n Deter+ LINE POST {��t,, QP! f!llr�1�w/fhf} the?,ertpr,anDraon. ls>rt,$.isaNrgg r.' C Flar'+ed End Se+ertron creole a coonl,nuws a-ee o/ AA 9•r'rr ro PrAD "aLatfLn� CAP FABRIC(TYPE I SIZE) S fe•'(Po�ntee) thsaed Narasbn S_laTeet Trench halos.Career thern � � Flot4• p w+�Y WideceMWagFaRernorterdcaps + -_.-„_�� ao•r'er, prr.enl r 8os., � �r��'a COUMT- andvwurisOgemn ws•J,r er ,•.roe•.D°is ' lr1At see Plan at Ary tnfW {(i 5 Slro,. Ba,r Cpich 4. .vcrrc.•-a e..M•cw c,ner•wrs � � t {1 I • C�wrlR � REuS� FAR£TIE `h TENSION BAR "T"A+'='s•r$ L Finnish Grade hedarelBrsunsta.Mtemr,e o.r•c"sq a State Co•npacred 1{( ! 1�4 l l TERMINAL POST *we you ergN Plael noes and use i a+,„r sr,r•r •t.�. .• ,.ri•. _ hamntr to snod our the approtb4ie "•, Bock r.+r , OV mbaMmorTr.nc 0,&wis e I ' Pcckrd show ` !� I = 0 dtaaaw End-Cap Ohms art to be Ro�ulder R� , • q used-M n„rrfcessx, - . J"Ii�rnQ Cme.Pipe P "7"J'�T e" �- _ {{t �� I�{ TENSION BAND i-- . - �. ShnWn on PlsF7 W s ■ Straw Bore I E I - I CARRIAGE BOLTS (( )} I_III li-lil-i I.Set 11shar FF t -III�fere�:do - y — AND NUTS{HDG} L��EI LAVSOSTF , ``� •b 1 J 1 e't Wr Coral d each T,ertG4 Draw. - ` TYi mow,S 4o s4 GZ70T wlrft /f �><r�DoI„'""b''aq&"' i` TYP" PRECAST COMCRETE FLAREDElUD SECTIOrtl DEMIL tea, _ .,Tin -� . 'p• Bebw G t 4 a I o�� d/T.S. i,1i x Sna tn�a L� 1Yllrtf/tn� `I�' �1'J�`.M 4 :.o. I'I- _ psAkrF�frta+rxar ELEVATE AIro wt1E BIn7s 1' �r-, TB+u•O,S Co��'" B.EtnaN Trench[inlet.Lagnap the rtwc cwdsa w.y w•srn, -! ' •I • :I-1.: Car1e'rtrtC rJCl70 if 7CL + krN b$� + tt hstT,tr,d,ONn,WEtateerrvela ,K ae,.s.. wins. I; , l- Nato G-A S o T�Alil UwM T_ TYPICAL FENCE ELEVATION •a!"'�,''b� a M'et, a+dwrs■npra�eOft � �': hTCr+C PF QUtfLFot� we rri?S0"0 11enextunfard TOP RAIL I NO BRACE RAIL ere a n pdsdon m e4 re6a,.Far. 1B•t Pa sa v romr t ynr as a es we w SET TOP OF DIVIDER LEVEL w/FIN OR. OF Place e.ns w.... rwa"e-o..� LAWN OR SOO TO! .T.Tae h IDt rE■m cr Where r q LAWN GRADE SP CC r T] Trent,thaws par,iIII wee ere s y rebars b nyt tU nit Dme n and ! - - YP. GUARD PL�AtST DfTA/L win?g cos me addeaw nba•to 5 DEEP POLYETt f1lENE BED DIVIDER w I' �'F L T u3,stCe a each Unit as s+wen ['^ 1.Flpl Freparatlon.more pbtsnq —1 5" 1.Ear.. q„par, DIAMETT;R TOP Al TS cleCele•Ian'ted('W,N tll pqe to yr.ro .ra.,r w•o,•rs uo,r.,w,s- t,e baton d fse T,W0 Draw.V. me•• A•`t•c"eroa S0 - ro,•cwnn Sr STEEL STAKE-3 PER 20' LRrCHT OF ua side q 714 ate grate Mr"u ^ "r"iOQ DIVIDER 1NNEll1M !.Ca■crat4g.Plrr:dKrek epusas an a'•••' Leah sges d the v C*Oran to NOTE: ■taraan aq,mw Cmcaen roach be • COnCed Cusper n M eIrerch u9W Drain. CODNNECTIONS OF SECTIONS SHALL BE MADE Carc,ere Mgrr rryr be uaed it ars:M '� \ -.'s.:. 1i CONNECTING PLUGS 5 LONG USE 90' oORNER CONNECTOR IF PIA„ LAYOUT REQUIRES. PLANT BED EDGING NOT TO SCALE Construction Notes: r{ TttTERlItnONAI SYMEIOL OF ACCESS1BIlTTY NOTE: FOR TREE �� SLOPES. ,� All details depicted on this sheet are approximate. nM&L 2 Or THE THrt[E STAKES - : 1. + AND ES} QNTHEUPH1�SIDE OF NOTES: ~��4� ApplilrationS:Prrimc'1,'Ttxu+ll„r1 cmlbLthrl,ughwircd.lirunre iiuulatrd.HPS-AO'E'slarlilo, All construction details are for general reference T1TE TREE, SET PUNT SPECIMEN PLl1tiB- -� PLANT SPECIMEN PLUJ8 illultlin;ltinn of farirn'it's, -THIN BRANCFIES ETT t/3, RETAIN HATURAL Iiuisllispainit•diusiale :sill 'lO°starting- only, and may need to be altered due to field SHAD£ f;tl;kge:,.hulllriu.�rentt'rti, ht111r:u'lloltalr tl:,nl'.Sirtt hu4r pimaniions: !!%Il s;«c� conditions encountered, Any alterations must be PROMOE AREA FOR 'vA/f ACCESSIBLE ' ufTicv buildings,warehnu;es. pTut'isiun fur phalucell,use „' I 12 GAUGE SOFT STEEL WIRE-Dea -PRUW ALL DQWED, DISEASED OR WEAR ;� , !„'II. approved by the engineer of record, and meet DESICNATIDN AS NQTED IN LOCATIONS N'an,lal trsist;ull Wall park No.fi1'011:i for(_Ill'nr Nil. e STRAND TWISTED LIMBS AND ROOM , , ,7i tamp not included: .: all applicable city, stale and federal regulations. SrgwN ON SITE PUN No.3VH05 n'ith cuIllrr,ll+vl culufl'lighl 5117.11 for_IfR�:,,IN pp yr g I/r REWORDED RUBBER HOSE !A IMIRE "":, �}ra, nut rut.F'ur security. sug};estcd Eamp IisU•+!helots 8• S BARK MULCH Cf�4ER/$A(10ER RGY ,�i< i IIlUIt111Clhnli ecil lulil},I:Llit f,1' Retlett9C Illrects light dutsn or see Index ruiner LarnI -- 2r SQUARE WOOD OR I' I PIPE ANCHOR etva. Y P � ;Intl out while shielilitig Ltnlp. NOTCH FOR WIRE FIRMLY SET 0 127 Rl�rt I } P lighl pollulioll. W11•dium hose orivlain snrket ( ) ROLL BACK TOP 1/3 OF E1UIQ1)IP Q INTERVALS PREPARED PIANW SOL GENTLY COMPACT v Housing Pal%.";vItlrn:Ile•,rn, arl,lnsls From!10'I„711 rtlln1f. Approvals: ppio Il:111,ral IJTli d(1-1,1,7) Stet $HALL BE .08 IN. THICK TREE WRAP WITH 30% OVERLAP-ENDS TIED ;o AROUND ROOT BAIT pieru'lrta/duur assernUly i. I utn'.ln-nul•s]sarin�/uvrunlltlg ('rrtilird(1.1i''i l!1G)fur I-!nil rn ALUktIitlM R FASTENED TO PtT'E F—SM" PIT BOTTOM ( MINIMUM C DEPTH) rrsi.,aant In rnrk;.INcin rapal,ility', ,.._ r;1 ti lk r m wws Nr+'llrr dnnl'In +IN'Itld,r+nil'/mlld,lnr Ilti,'. Tb wrtH 2-3/Ef• THEFT PT2OOF I Banasls:Ill'I'!)uad'1:y, GALV. 80IITS THRU PIPE " the r;l..l bark hnusnlg.:Nbilltll, -)(N.310,2 7V)rlativ II ee �REENED E* 1r TYP. C Bkw MULCT'+ CMR/SAUCER SHRUB PLANTING nt't r rr{,•,sl'd tt'irillt h+Ix,'s nI r e t a i I Sheet BAocGRan+D UE ON WM 3 d- �" � NOT TO SCALE Prepared try: Prepared For il ROIL RED MP t/J E1URlAP T. sa+ � �LYANt1�0 sTFE, �� s'MBoI SHALL � �� SQtI Kevin Sheehan, PE PIPE wELD CAP TO TOP a EXCAVATE TO V-If vNWM - BACKFILL wrlH Fl� P �� , CENTERED AT END OF PREPARED Tom M COMPACT SOIL E C S Realty, Inc . SK71 LETTERS ►ND SYMRDL TO MKTCpi PAAKrNG a4Y-TYPICII DIRECTLY BROW PLANT BALL Fl 0 588 Silver Street COOPER Lighting ■ thu lrirre p,d)e:Irindt:dr llNts 'I'his s1UCIlI troll p:Wk I,rr,t'ill(-N :111 :,urrl, snisot PAINTED TO wATclt LUMARK t�°' Agawam, MA a ^ STRIPING • I'Ti.uruir ml'rarints trill,iulrrn;,l pane Ilaul•t• ul li;,Ill Srom :, Ern• r nx,p,uel parlt- P,rTL S'sr,or. TREE PLANTING U ■tiui,n�rl:dunl}nnr,l t',•Ilr,t„r �'�+'- lnit•t real pain) finish assures I:I�Ifn ■ I tie-,,w I I;it k rrut log rinral>,litt a;;:un,1 rhr ,•lrrnrnl� I'r,rt'i�i„rs � } 9 PAWTMENi SURF NOT TO SCALE " r rs, I ■ II fI,I I,Lt,I„r,ll Im,I In,InJ,"I1, tin4'r�t \rr E12585 r I Uituru.i„us: "I I AR�eY ttY DIAMETER tnH. CONCRETE FOOTING eK Wr HANDICAPPED PARKING SYMBOL - - No.4PK72 '' ti tt�+ SCALE DATE JOB N0. DRAWN BY FIGURE n r� DISABLED HANDICAPPED PARKING SIGN ENVIRONMENTAL COMPLIANCE SERVICES INC. RAS 2 5 N.T.S. MAY 2000 1000 L 588 SILVER STREET 0 AGAWAM , MA. 01001