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8126_PRELIMINARY PLAN - MARY JO WYTAS - CHAPIN STREET
p �JPck , �Y EXHIBIT 5: TEMPORARY TURN AROUND DESIGNS (subject to Planning Board approval) 39, ROAD I PAVED AREA i I � Wl I � :.' gp•Riri TEMPORARY TURN—ABOUNDS FNTURE ROAD SS' PAVED E AREA j • I W �T so•W/W i I I —T j - -4- _ `--- -- - — -- T I- II L -- -- �II -- i E ? s o Gz6 CIP-2,4 01 o of 4�� 3 0� o,.? 7 -u 9 i6F o + b M WO --4 rw vae 0 f— a�s odd rt Q�z� oil 11 —17 e a is a • TOWN OF A --.r'AWAM 36 VMAIN STREET AGAWANi, VIASSACHUSETTS 01001 TeL 4I3-TW0400 March 19,2001 Mary Jo Wytas 195 Christopher Lane West Springfield, MA 01089 Dear Ms. Wytas: Please advise the Planning Board of the status of the Chapin and Day Streets sub-division preliminary plan prior to their April 5'meeting. A request for extension must be submitted to this office immediately. If you have any questions, you may call this office at 786-0400, extension 283. Sincerely, Charles R. Calabrese, Chairman Agawam Planning Board cc: Nicholson Engineering, Inc. File IgTown of Agawam o 36 Maur Street Aga.wain, Massachusetts 01041.-1837 ON Tel. 41.3-786-0400 Fax 413-786-9927 January 31, 2001 — Mary Jo Wytas r 195 Christopher Lane West Springfield, MA 01089 Dear Ms. Wytas: At its duly called meeting held on Januay 4, 2001, the Agawam PIanning Board voted to approve a sixty(60) day extension for consideration of the Chapin Street Preliminary Subdivision Plan to March 5, 2001. Sincerely, Charles R. Calabrese,Chairman Agawam Planning Board cc: Clerk Engineering Nicholson Engineering; Inc. File I i Nicholson Engineering, Inc. Civil/Structural Engineers 18 Ferris Street Indian Orchard,Massachusetts Tel.: (413)543-3.109 Fax.: (413)543-3129 January 4,2001 Town of Agawam Planning Department 36 Main Street Agawam,MA 011001-1837 Attn.:Ms.Debbie Dachos Re.: Chapin and Day Street Preliminary Subdivision Plan Request for Extension N.E.I. Job No.: 2014.00 Dear Ms. Dachos, Our office has completed the Notice of Intent for a formal submission to the Agawam Conservation Commission for the above referenced project. We are currently waiting on the application fees, from the Owner, to the State of Massachusetts Department of Environmental Protection as well as the Town of Agawam Conservation Commission. As soon as the fees have been received the Notice of Intent will be submitted to the Agawam Conservation Commission. This is letter is a formal request for a La daylcontinuance of the Planning Board public hearing for the above referenced project. If you have any questions or require any additional information please contact me directly at (413) 348-2412 or (413) 543-3109. Very true yours, F. Nicho n, Fes: Civil/Structural E' in MEMO To: Planning Board From: Sergeant Donald Gallera6/4,� Subject: Subdivision- Chapin&Day Streets Date: November 2, 2000 The plans for a cul de sac and subdivision on Chapin Street will have no impact on pedestrian or traffic safety October 25, 2000 n, Timothy F. Nicholson, P.E. Nicholson Engineering, Inc. 18 Ferris Street Indian Orchard, MA Dear Mr. Nicholson: In reference to your request for comments relative to the proposed Chapin Street subdivision,this Department would prefer a connection between Day and Chapin Streets to a cut de sac on Chapin Street. Such a connection would address the issue that the two streets already exceed the allowable length for"no exit" streets in the subdivision regulation,would provide improved access and egress for residents during an emergency,would allow for the elimination of two dead end water mains, and would be helpful in our snow removal operations. Please call me at(413) 786-04400 x223 with any questions. Very truly yours, John P. Stone, Supt. Dept. of Public Works cc: APlanning Board Engineering ' +f loco i ! ----- --------- - J. V= == Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 { October 24, 2000 Mr, Timothy Nicholson,P.E. ..r a Nicholson Engineering, Inc. 7 18 Ferris Street < Indian Orchard, MA 01151 Re: Chapin Street Subdivision Dear Mr. Nicholson. Per your request,we have reviewed the package entitled, "Construction Specifications for The Proposed Residential Subdivision, Chapin& Day Street,Agawam, Massachusetts- Draft', dated September 18, 2000 and our comments include but are not limited to the following: 1. Gravel subbase course for roadways shall consist of 8 inches (compacted) of processed gravel (M1.03.0 type b - 3" max.). Gravel base course for roadways shall consist of 4 inches (compacted thickness) of dense graded crushed stone(M2.01.7). 2. A tack coat of bitumen at the rate of 0.05 to 0.10 gallons per square yard shall be applied to the base course of pavement immediately prior to placement of the top course of pavement. 3. No reflectorized pavement markings are required. 4. Gravel base for sidewalks shall consist of a 6 inch compacted gravel base plus 2 inches of processed gravel (M1.03.0 type c - 2" max.). 5. Concrete used for sidewalks shall have a strength of 4000 psi, a max. aggregate size of 3/4 inch and shall contain 5-7 percent entrained air. Concrete shall be placed to a depth of 4 inches except that under driveways, the depth shall be 6 inches. Please note that these comments do not encompass all of our subdivision requirements and we have only commented on the specification sections you submitted. You can obtain a complete set of subdivision regulations from the Town Clerk's office, and if you wish we can furnish you with an AutoCAD file of our standard details. "Chapin Street Subdivision October 24, 2000 Page 2 If you have any comments or questions,please do not hesitate to contact our division. Very truly yours, Jennifer Grabowski Civil Engineer 11 cc: File, ? i .B0a . S ASUBM V\Chapin_02.wpd i Nicholson Engineering, Inc. cc : Civil f Structural Engineers :r*C'18 Ferris Street -rd o% Indian Orcharc4 Massachusetts1 ?el.: (413)543-3109 Fax.: (413)543-3129 z= October 23,2000 L4r3) -jY q -ay« Town of Agawam Office of the Mayor ry 36 Main Street 70 Agawam;MA.01001 ` Attn.: Honorable Mayor LU Richard Cohen Re: Chapin Street Cut-De-Sac N.E.I. Job No.: 2014.00 Dear Mr. Cohen, Our office is currently preparing a three lot residential subdivision plan for the parcel of land, owned by Ms. Mary Joe Wytas, at the ternvnus of Chapin Street in Feeding Hills. Currently Chapin Street terminates abruptly without a paved cul-de-sac or turn around.. Currently our construction plans propose 60 foot paved cul-de-sac turn around. As part of our formal submission to the Agawam Planning Board we are plannin to submit comments, solicited from the various town agencies which would benefit from the construction of the cul-de-sac, to the Planning Board. If your office would find any benefit of the constriction of the cul-de-sac or have any other relevant comment please submit them to our office, at the above address. If you have any questions or comments please contact me directly at(413) 348-2412. Very y yob Timothy F. icholson,P.E. enclosure � C o� ------------------------- -----------------i 04Y i i i GAPN OUT MAKC% 4 i � 5 S -_____--__ i r irMr,wo�. 1 __ Y 10 MEMO TO: Sgt. Donald Gallerani, Safety Officer FROM: Planning Board DATE: October 30, 2000 SUBJECT: Preliminary Plan- Chapin&Day Streets-Wytas Attached, for your review and comment, is a Preliminary Subdivision Plan for property at the end of Chapin and Day Streets by Mary Jo Wytas_ Please provide the Board with any comments you may have. Thank you. DSD:prk f, Town of Agawam � - 36 Main Stl-E-et Agawam, Massachusetts 01001-1837 Mty� "Tel. 41.3-786-0400 Fax 413-786-9927 October 24, 2000 Timothy F. Nicholson Nicholson Engineering, Inc. 18 Ferris Street Indian Orchard, MA Dear Mr_ Nicholson: I have completed my review of the Environmental Report for the Chapin Street Preliminary Subdivision Plan. My only suggestion is that utility service to the site should be discussed. In addition, please submit water table information and waiver requests as noted on the earlier review form. Sincerely, Deborah S. Dachos, Director Office of Planning and Community Development cc: File Nicholson Engineering, Inc. Civil/Structural Engineers 18 Ferris Street Indian Orchard,Massachusetts Tel.: (413) 543-3109 Fax.: (413) 543-3129 October 23, 2000 Town of Agawam Planning Board 36 Main Street Agawam, MA 01001 AM: Ms. Debra Dachos Re: Chapin Street Subdivision Preliminary Plan Environmental Report N.E.I. Job No.: 2014.00 Dear Ms. Dachos, Our office is requesting a review comments, from your office, for the Environmental report submitted with the preliminary subdivision plan for the above referenced project. If you have any questions or comments please contact me directly at(413) 348-2412. Very t yours, Timothy F. icholson, P.E. enclosure Reviewer D. Dachos Date 9/19/00 Date reed �,s� n tL , Dist. Date 8/11/0 0 Planning Board Meeting Date September 21, 2000 Mandatary Date for final action SeAtember�22 , 2000 OFFICE OF PLANNING.AND COMMUNITY DEVELOPMENT PRELIMINARY PLAN RM W Name of Applicant. Mary_ Jo _Wyt;as Address 195 Christopher Lane, West Springfield, MA 01089 Address of Property at the end of Chpain Street Name of Subdivision none Number of Lots 3 Deposit $3 3.9 0 PreliminaQc PliM C atent: Statement of interest in land O. K. Location map of site and surroundings O.K. Environmental Study: Relationship to zoning, Master Plan, etc. Not provided. .Existing topo, water table, etc. No water table or soils information provided. Impacts of proposed development Waiver requests not submitted. Filing is incomplete. Applicant has not supplied requested additional information. Review could not be conducted . Other: Lot survey with existing easements, abutters, zone lines, and existing streets See Engineering comments . Topographic Plan: Existing contours at 2' intervals O.K. Environmental elements Due to large number of wetlands issues , filfng** Proposed streets and lot lines . O.K. Sewage, water, and drainage See Engineering comments . SUBMITTAL SHALT. INCLUDE: ONE (1) ORIGINAL AND FOUR (4) COPIES **Vou]* be made prior to submission of Definitive Plan. SEP-25-2000 07 : 16 AM NICHOLSON ENGINEERING IN 4139543 3129 - �- --•�`" • P. 02 NICIAOUon ng ►eerin�, ant. avy/mvNeftw 18 Fawm $ Indian proliard M"Whawas rat.: (413)14M 109 Faz: (413)543-3129 SeptanA er 25,2000 Town of Agawam Pknaing DeparUnCftt 36 Main Street Agawam,MA 011001-1937 Atm- Ms. Debbie Dachas Re.. Chapin and Day Street Preliminary Subdivision Plan Request for Extension N.E.I. Job No.: 2014 Dear Ms. Dachas, In accordance with the verbal di;Wdves &am the Plaeniig Deparlauart of August 21, 2000' this is L ter is a formal request for a continuance of the public bearing for the above referenced project. Our office co=rrs a formal submission of a Notice of Intent to the Agawam Conservation Commission, should be conducted prior to final review of the preliminary subdivision plan by the PWming Eoard. A number of the issues, related to this project, need to be resolved under the review of the Agawam Conservation Commission prior to further developrnent of the plans. As recomnendod by the Plowing Board, our office feel a sixty day extension is appropriate, If you have any questions or require any additional information please contact me directly at (413) 348-2412 or (413) 543-3109. Very yours Timothy F. icba n, P.E. Civil/Structure!Engineer 4139543 3129 SEP--2�-2000 07 : 15 AN N LSON ENGINEERING IN 41043 3129 P. 01 Nicholeoxl Engineer, Inc. Civil / Structural Engineers 18 Ferris Street Indian Orchard, ()1 51 Tel., (413) ga�c,'. (413) 543--3129 I Nicholson Engineering, Inc. To: aw,ol aivyttvx Dote: `flisAnn, _ Fax.: 7P4— 9 9 2 7 Job No.: ZO l y Civil / Structural Engineers From:-riI* t�--"tw,SOA x C.C. Xjio Subject: 10 DA Page: N:cho47710A0L.corn www.NicholsonEriginecririg(&PodigyBiz.cc)rn Nicholson Engineering, Inc. Civil/Structural Engineers 18 Ferris Streets Indian Orchard, Massachusetts x K TeL (413)543-3109 ` Fax-- (413)543-3129 September 25, 2000 Sip 2 7 2000 -p• dd 1 f Town ofAgawam wlVt P Department i lannmg partm l Winu 36 Main Street Agawam,MA 011001-l 83 7 Attn.: Ms. Debbie Dachos Re.: Chapin and Day Street Preliminary Subdivision Plan Request for Extension N.E.I. Job No.: 2014 Dear Ms. Dachos, In accordance with the verbal directives from the Planning Department of August 21, 2000, this is letter is a formal request for a continuance of the public hearing for the above referenced project. Our office concurs a formal submission of a Notice of Intent to the Agawam Conservation Commission, should be conducted prior to final review of the preliminary subdivision plan by the Planning Board. A number of the issues, related to this project, need to be resolved under the review of the Agawam Conservation Commission prior to further development of the plans. As recommended by the Planning Board, our office feel a sixty day extension is appropriate. If you have any questions or require any additional information please contact me directly at (413) 348-2412 or (413) 543-3109. Very y yours Timothy F. icho n, P.E. Civil/Structural Engineer Nicholson Engineering, Inc. Civil/Structural Engineers 18 Ferris Street Indian Orchard, MA 01151 Tel.:(413)543-3109 Fax.:(413)543-3129 Transmittal Letter TO: The Town of Agawam Planning Department 36 Main Street Agawam, MA 01001-1837 ATTN.: Planning Board RE: Chapin and Day Street Residential Subdivision Plans N.E.I. Job No.: 2014.00 We are sending you: ❑ Plans ® Specifications ® Report ❑ Cost Estimate ❑ Other ® Attached ❑ Under Separate Cover Number Date Copies Descri Lion 9/1800 3 Environmental Study Report 9i18i00 3 Draft, Construction Specifications ® As requested Z For Your Use ® For Review & mnient ❑ Comments: ] S OO CC: Peter Sayers � � lgned: T' y F. icholson, P.E. Reviewer D. Dachos Date 9/19/0 0 Date reed a 14,q.1 0 n Dist. Date 8 111/0 0 PYanning Board Meeting Date September 21 , 2000 Mandatory Date for final action September 22 , 2000 OFFICE OF PLANNING AND COMMUNITY DEVELOPMENT PRELIMINARY FLAN REDEW Name of Applicant Mary Jo Wytas _ Address 195 Christopher bane, West Springfield, MA 01089 Address of Property at the end of Chpain Street Name of Subdivision none Number of Lots 3 Deposit $3 3 . 9 0 Pre imin an ont nt: Statement of interest in land O.K. Location map of site and surroundings 0.K. Environmental Study: Relationship to zoning, Master Plan, etc. Not provided. Existing topo,water table, etc. No water table or soils information provided. Impacts of proposed development Waiver requests not submitted. Filing is incomplete. Applicant has not supplied requested additional information. Review could not be conducted. Other; Lot survey with existing easements, abutters, zone lines, and existing streets See Engineering comments . Topographic Plan: Existing contours at 2' intervals O.K. Environmental elements Due to large number of wetlands issues , filing** Proposed streets and lot lines . O.K. Sewage, water, and drainage See Engineering comments . SUBMITTAL SHALL INCLUDE: ONE (1) ORIGINAL AND FOUR (4) COPIES **should be made prior to submission of Definitive Plan. , i Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 lop Tel. 413-786-0400 Fax 413-786-9927 o n n�= On September 25, 2000 0 Mary Jo Wytas 195 Christopher Lane West Springfield, MA 01089 Dear Ms. Wytas: At its duly called meeting held on September 21, 2000, the Agawam Planning Board voted to approve a sixty(60) day extension for consideration of the Chapin Street Preliminary Subdivision Plan to November 21, 2000. Sincerely, Charles R Calabrese, Chairman Agawam Planning Board cc: Clerk Engineering Nicholson Engineering, Inc. Fill{ 60- 0 TowN of AGAWAM Q INTEROFFICE MEMORANDUM To: Planning Board CC: John R Stone, DPW Supt.; File V-1 ;}, From: Engineering :may ,ter SAP 2 3 Z080 Date: September 21, 2000 Subject: Preliminary Plan - Chapin Street -WytasP LA IN I Iw i Per your request we have reviewed the Preliminary Plan for Wytas on Chapin Street entitled, "Preliminary Subdivision Plan, Chapin Street, Agawam, Massachusetts, August 1, 2000" prepared by Nicholson Engineering, Inc. and we have the following comments: 1. The applicant must file a Notice of Intent including a Supplemental Form for Riverfront Area. Because this project includes substantial alteration of the riverfront area, we request that we receive conservation commission comments/findings prior to our next review of this project. 2. The proposed street is an extension of a dead-end street that is already longer than the allowable 500 foot maximum. Also, the street layout is only 40 feet wide and the proposed pavement width is shown as 24 feet. These dimensions do not meet our current subdivision standards. 3. A Storm Drain Permit will be required for this project. The applicant must submit drainage calculations (during Definitive Plan Review) to demonstrate that proposed runoff during the 2, 10, and 100 year storms will not exceed the existing runoff. If necessary, a fenced detention basin should be utilized. 4. The plan should show all zone lines in the vicinity of the proposed subdivision. Also, the rear property set back lines should be 20 feet from the property line instead of 5 feet as shown. 5. All existing contours, in particular the 100 contour, should extend 30 feet beyond the property lines. 6. The applicant should submit test boring information and locations with existing water table elevations. 0 C Chapin Street Preliminary September 21, 2000 Page 2 7. The plan elevations should coincide with the Town datum. 8. The plan should show a proposed 5 foot wide concrete sidewalk on both sides of the street, or we recommend that the Planning Board possibly consider waiving the sidewalk requirement to allow for construction of sidewalks elsewhere on Chapin Street if desired. The following continents refer to items that are not required for the Preliminary Plan review. However, since these items were included on the plan we have provided comments that should be addressed on the Definitive Plan submittal. 9. There are existing sewer lateral stubs on the sewer main that could service lots 8-3-2 and 8-3-3. The applicant will be required to use these stubs. 10. Proposed water services will be 314 inch type K copper. The plans show 1 inch services. 11. The construction details on Sheet 5 do not meet all of our standards. The applicant's engineer should contact our division to discuss our requirements or to get a copy of our standard details. 12. We have not thoroughly reviewed the package entitled "Construction Specifications for The Proposed Residential Subdivision Chapin & Day Street Agawam, Massachusetts - Draft", dated 9/18/00. We just received this package on 9/20/00. All construction specifications shall meet or exceed the Town of Agawam Department of Public Works Construction Standards. If you have any questions regarding this matter please do not hesitate to contact our division. Sincerely, �enmfer Grabowski amen T. Daley, P.E. Civil Engineer H Town Engineer h:lcnginecrlsuhdivlchapin Ol.wpd Town of Agawane36 Main Street Agawam, Massachusetts 01001-1837 Igo N Tel. 413-786-0400 Fax 413-786-9927 PLANNING BOARD September 13, 2000 Dear Abutter: Mary Jo Wytas has submitted a Preliminary.Subdivision Plan to the Town of Agawam, which shows the creation of three (3)lots to be located at the end of Chapin and Day Streets. The Planning Board will be reviewing this Preliminary Plan at their September 21,2000 meeting which begins at 7:00 PM and will be held at the Faolin Peirce Community Room, Agawam Police Station, 681 Springfield Street. Sincerely, Z&a Charles R. Calabrese, Chairman AGAWAM PLANNING BOARD CRC/DSD:jsg Town of Agawam 36 Maim Street Agawam, Massachusetts 01001-1837 Mpy Tel. 413-786-0400 Fax 413-786-"27 Memo TO: Engineering Department FROM: Planning Board DATE: August 11, 2000 SUBJECT: Mary Jo Wytas - Chapin Subdivision -Preliminary Plan Please review and continent on the attached Preliminary PIan for North West Street. We will need your response prior to the August 17'h meeting. DSD:mah �' AP 4.r APPLICATION FOR APPROVAL OF PRELIMINARY PLAN �f"�� FILE ONE COMPLETED FORM WITH THE PLANNING BOARD AND A COPY WITH THE TOWN CLERK IN ACCORDANCE WITH REQUIREMENTS OF SECTION III-B AGAWAM . . . . . . . . . . . . . . . . . 19. . . To the Planning Board : The undersigned herewith submits. the accompanying Definitive Plan of property located in the Town of Agawam for approval as a subdivision under the requirements of the Subdivision Control Law and the Rules and Regulations Governing the Subdivision of Land of the Planning Board in the Town of Agawam. 1. Name of Applicant �. �]�_ . . . . . . . . . . . . . . . . . . . . . . . . Address _ - _ .�. . .�. .�AV:�C . . ;H 2. Name of Engineer or Surveyor �:'� �.�. Address . { �`�.1 J, . . . . . . 1 �$ � 3. Deed of Property Recorded in Y.4'� . . . . . .Registry . . . . . . Book 6 . . . . . . . [[QQ�� q. _ . . . . . . . . . ,I ZZ; . . • T.� s r . .Page . ♦ . . . . a . . . . . . 4. Location and Description of Property: (Attached sheet) . 5.' A list of the documents included in this application shall accompany notice to the Town Clerk. Documents required to be submitted with this notice: a. Notarized statement of interest in the land. b. Environmental study. C. Plans and specifications. d . Statement of time-development sequence._ - _ .. e. Plan of sequence of development. f. Town-Development relationship study. g. Reports of test borings, etc. Your attention is directed to Section III , B. 8 of the Subdivision Rules and Regulations requiring the posting of Wndcordin a covenant BEFORE approval can be given. Signature of owAddress . . . .� 70 Agawam Planning Board AUG 0 8 2000 STATEMENT OF INTEREST PL' N Nil:N G' BOARD Date �S The petitioner hereby certifies that he is the owner of all lands contained within the description of the subject petition. Agawam Planning Board Case No. ame) Adds s). COMMONWEALTH OF MASSACHMETTS -H1+ff99N ss Date There personally appeared before me, on the above date, M49 L ig J 9- _LVgIAs_ to me known to be the person described in and who executed the foregoing document. a i�,►..Q � � V--0 Rotary Public My commission expires No................................. Ayq ust...................? To the Departmental Officer making the Payment. Received of............................. .....Ma a..L..wy l�§................... ,the sum of .Thirty three dollars and ninety cents Dollars, forthe....................................................................................................ending ................................_........................................................ ...................for collections as per schedule of this date, filed in my office ........ ............ Treasurer. 91 �' Man# Block#.L�� Mailing Address/��� #2 w er L4aia#&Q 5-10W O LoW Mailiniz Addre O/4�I/•S / 43 Owne M ! BJock# oO Ma lin Ad&eg &-7 O-A ( D 0 i�&0 f -- - #4 Owner -- - I� .,. _ ! Man / B1ock# 9„Lot# _ Myjlina Address h &n AIJA Mai)92Wl k# ot# Mailine.address ,/)-V _� ri.n/ F!! ozo -2 3 O� t #6 wne !L?�6 N4ap# JYQI k# LQtd Mailin A e O,3 o �itr1 Q, lie; B!0 a ot# Mailing Addre5sa2 e!:�/0,0Z #S Owner C . z �_ Map#r� B1Qck# 0 ot# Mailing Address ==A4-�t j d pzg:5�2 Block# L Ma' in A dress O/O,30 - a3 # 0 Owner Ma # B ^c-k Lot# J Mailin Address T .!/ �2J /► C�� O' List must be typed or printed in black or blue ink gage#� #1 Owner A24 1 . _ ..--- Map##/c7 8l cckk#( Lot# . Mailing Address-,/V !~ _ FW e-0 zr r c 53 0' #2 Owne r Ma d/a c CJ Lot# Mailing_Ad_drPsa � 03 O e 1 ` Bl ck ot# Mailing Addressp/Ul} 5 04 Owne Ma Block Mailing Address9 5 Owne r / Ma #A1� lock# 19 4 D m ?Y) ' Mailing Address — 7� l f 016 30 —c-2 3 0 J #6 Own LLI.v_ May#A/13 Block# lZ Lot#_ Mgiltng Addressd 0� 47 Owner zo Ma # Iock# Lot# �� Mai line Address #8 Owner Ma # lock# Lot# 1� Mailin Address #9 Owner Ma lock# L t# Mailine AddressL5 #]0 Owne f} Ma # ck# L Mailine Address 386— --- List must be typed or printed in black or blue ink Page# _-o #1 Ow Map#,k3 Block# ot# Mailing Addr ss J 7 ( )lM� / 6� "a 2� #2 Owner MgpAi c t# Mai line A ©l0 Q " bZ-• # wn Oer a # k# ot# Ma'I"n A dr ss 6q #4 wn 1 L� # 1 I c # ot# M- ail"n A d s �r! C) lQ ` a30 #s Qwne&/� ±DDL Ma #ffi3 a1Qck# IO Lot# 'I Mailing A drg§s P& 1) f© u 1� #6 Owner . _ - � tq. tamed d" Map#4 l-7) Block# 10 Lot# _ MailiLtg Address `tea ' e #7 Owner _ __ Maps# block# Lot# _ Mailing Address #8 Qwaer _ Map# Block# Lot# Mailing•Address -- #9 Owner _ _ _ Maw# _Block# - Lo#W _ Mailing Addresses 910 Owner _ _ Man# Block# Lot# _ Mailing Address List must be typed or printed in black or blue ink !I i i i a. 3c 1 1 2cillo �,.. MIEN at. u pf vo 40 o PROD. Ila AW 75 o Seb # ° O LOCATION MAP SCALE V=12 ' DRAWING INDEX SHEET NUMBER. TITLE. COVER SHEET 1 EXISTING CONDITIONS, SURVEY PLAN EXISTING CONDITIONS, TOPOGRAPHIC SURVEY PLAN aF � 3 LOT LAYOUT PLAN OF LAND P i ti q T' °THsa LOT LAYOUT, UTILITY & GRADING, DRAINAGE PLAN y 4 UVI 39210if o 5 SITE DETAILS PREPARED BY, PREPARED FOR l AU6 0 8 200Q ffi� MCoDUMDUM msMARY40 WnAs' COWOL o 87RUC7'URAL EM0 HEER3 RLANING RD le FEInDR�S SylDIFETIVERRACE g� CHlnQ_fl37opHElQ_l ifi4 MVA3f, llfAifi gAi LIGUS HUM OD ADD9 MA 011151WES79"PRUGMELD, MA 01089 llJfAiJ3lAl mqmT 91F ET :4:q n. is -4 L NF :: s > C17 : 4 IN IF SOMN%. ACQUISITION SIR,CAR, RE4JA T-45*`03' -S8f E.———— —---——————-- ———————————————————————7 7 z GENERAL NOTES I � I �j 1 � I � I 1). EXISTING PROPERT LINES ARE TAKEN FROM A PLAN PR RED BY DURKEYO EPA WHITE, TOWNE AND CHAPDELAINE, DATED APRIL 10, 1974, PLAN NO.; 89-5062.w . 2). EASEMENTS SHOWN ARE TAKEN FROM RECORDPLANS OFTHEAGAWAMPHASE III, SANITARY W, SEWER PROJECT, PROVIDED BY THE AGAWAM ENGINEERING DEPARTMENT.N NIF EXISTING LOT ZONING CLASSIFICATION: AGRICULTURE.SffAW—CA fFUrWW D ORO 7;q Ek J. Y —DOL—ORES z x w S81;F,3-r45-E,-- —— EXISTING 31Y SANITARY SEWER EASWENT NIF NIF SOVRAN ACQUISITION--i FURWIRTH �FflRICK S. rn LOT 8— 3v MAP Hl 2 F. (1.7785 ACRES)AREA: 77,474.75 NIF Lu FURWIRTN FREDRICK S. W.cn w z Lo 11 rrrr z z I � , I _ Y� - - ��- x -� I � � � L LLI I � :sue - �F � ,�-` ��"�` "�� z:. �: _ - ► BR001<NIF FA Y, L ENA M. LIT ROBERT L NIF , � I � j I I " �. I - u� I I _ � �- I I I IF FETHER INC.DUVAL ' ROBERT E. GRAPHIC SCALE 24 Fm 1 inah 90 & REVISIONS DRAWN BY. CN1�ITfOIVS % tpv.=SYMYOL. DATE DESCRIPTION'- EXISTGAN DATE: 8/1/00 A"9!ft FILE: L\PR0JECTS\20,4\t0Tl Non" NEW RESM- MAL SUBDIVISION PLAN JOB NO.:. 2014.00 IS FEWAB $11FIMIf MA ow,%% Nxm ORMAK.mok ow CHAPN AID DAY CONTACT- MR. PETER SAYERS SACHAMS,AGAWAK MAS FAX-' (40 r*ri I - - - - - - - - - - - - - - - - - - - - - - - - - - I 4 ; N/F n N/F 1 SIR CAR REAJAT SOVRAN ACQUISITION � — Os-- -- - - - -- - -- - - --- -_ . _ - --- - - -- ------ -- - ----- -- - - --- � 1 PK'C„ ga.2a (SE SIDE14YARD S T/ TXT C Ir' ' i I I LAWN AREA / G AGE _ ji✓ I , / 8.69 �7.79 // I SITE ZGRADING - LEGEND 9.23 / SANITARY / Y I I Ld I- I I � XISTI NEW rLu ..... / N/F N/f" 1 I w Q • DRAINAGE MANHOLE I - y+� - - - - - - - - - - - - - - - - - - � 2.0m (0.4 8 LA LAWN A I w 1 CAr YUffA� �OR �� -J, I ,5ffA T Y -X[ORFJ U. + g. J , _ ❑ ■ DRAINAGE CATCH BASIN 101. 3 °Q I 9.05 F 21 / I _ � X 999.75 + SPOT GRADE ELEVATION 1 wX15TING I 6 Q - — - — — I LAWr AREA o / '5_ I I 7 1000 ELEVATION CONTOUR I Q Q 1 g.46/ _// '� I/ 5 GRADE TO DRAIN Z o X $2 f 27 0, / STONE RIP—RAP ! — — m '0() 4 — 1— — r ~ v 7.06 / �J Ld —S — _ S SANITARY SEWER 97.77 .63 / 7 D STORM DRAIN 1 w EXISTING I � XISTING LAWN AREA X1STING /� LIVN AREA . 1 W POTABLE WATER — — ———— ——————— _........ .—— ........_. EXIST—� -- uwoLE / GARDEN I ��, / !� I GUARD RAIL ' 01 76 NYP EX "4S EXISTING �� 1 �S / 4.36) EXI T. H T. CB LAWN AREA / � ■ I WHEELCHAIR RAMP 15' SIDE I D SETBACK �� .+ RI o Rim 9-ta— � 1 r------I - - ------� IN 5A5 — L�s��----- - --- �v �- ����� EXISTING 4.46 ��■ 94— �. — ® DUMPSTER I I 6 ~ XISTING _ �-- 30 W � LAwN r 3� (,■ r N/FS _ — VGC— VGC VERTICAL GRANITE CURBN/F SOVRAN ACQUISITION Tir I _ — SGC— — _ SGC ' SLOPED GRANITE CURB FURWIRTH FREDRICK S. , - ■ _ EXISTING — ' . �' I _ = BCC_ ' _ BCC_ BITUMINOUS CURB (6" � �{{ r���. \��� 9 / LAWN AR ACT• �� �` ' 94.76„ Np G / I■ l r/R NEW / �\ set ��� �, Z I■ I TYPE „A" BCC _TYP.E "A" QCC „ m I �Ai I � _ �� — ..�. _ — — — — — _ TYPE A BITUMINOUS CURB \ I �, s� TIL 71 HANDICAPPED PARKING SPACE z �5�� m I \\ I D N 1 c. WA ' f _ �' E ISTIN ` Q ■ ` BORING LOCATION i / LA N AR __ II r' o � I0 _92- -�t- - n �i�..II o I D /� 2 z o Q I ■ � oB oB STEEL BOLLARD 70 0.0 I 12 3 Ij cn 10 / 98 0 � . AR uWi o I / // x 2• / � SWL SWL SOLID WHITE LINE 8�7 m IOW. I I ErrEC. SERvtC�U � ' of I ■ 1.26 © ® PUMP CHAMBER n � — \ I a 9 127 0 ( ■ FLARED END SECTION N/F _ L \ �. U� 4 z Q 1 ■ I rn I 0 ? — — — — _ NEW WATER I ` � E I ■ �? ( 4� O� HEADWALL FURWIRTH FREDRICK S. g0 I \96 M � I C8W QUALITYSTRUCTURE EX[S A AREA W I HYDRANT \� AREA: '20 F. (0.4591 ACI4 1 ■ V) (RfndAR ■ ■ ■ ■ ■ �� F` 4 Q 1 ` � ■ Q I � UTILITY POLE ®1p�u I / m — �'Py� �- 1 NEW SEDIMENTA110N O \ 1 9 / I _ _ s f AND EROSION 91.23 W T SIGN Z _ ci 61 _ ' HNEW EADWALLS ,_ �CONTROL)SYSTEM ` ` ` t x ! Z D4 N GATE VALVE �� \� \�W . 8- 3 1 � ��\ _I` Q � * LIGHT 190,� � `I� s I \AREA ?� ,466.18 S.F. , 0 I e _ Ali \ �21 \ \ a NEW SED-�ENT91fON — \ 15' SIDYASE18AE4- � F R-- ON VEGETA�fl GENERAL N TES= IYS gS-8g TOL) TEU D ICAL 9 ' w 1). ALL ELEVATIONS ARE BASED UPON AN ASSUMED DATUM, _ BROOK PK "A" ELEVATION= 100.00. c� I \ _ — ` J RtNG 4`'`�'�;— — — — 2). ALL TOPOGRAPHIC FEATURES SHOWN ARE BASED UPON AN N/F I — 10E— -�— _- ACTUAL FIELD SURVEY CONDUCTED BY NICHOLSON ENGINEERING INC., FAY LENA M. LIT ROBERT 1 ` -90 J — f r rHRE _ �\ 0.o0 DATED JUNE 24, 2000. I r N/F r N/F FETHER INC. DUVAL ROBERT E. �— r ��P�°'� ' N�' '' \ I r GRAPHIC SCALE Vr 20 0 10 20 +0 so IN FM ) 1 Inch 20 tL DRAWN BY: T.F.N. REVISIONS 4iri OF DATE: SYMBOL DATE DESCRIPTION r�ti TIMOTKY F LOT LA Y4UT, UTILITY GRADING & DRAINA GE PLA N FILE: E��PlR/00JOECTS\2014\GRADIN(31 AW FOR PREPARED BY: NICHnLSON,SOB NO.: 2014.00 �:,'�, O WYTAS MCHOLSON m � CIVIL NEW RESIDENTIAL SUBDIVISION PLAN ( T{ nmm 18 RED ST1 T No,39210 sl CONTACT: MR. PETER SAYERS WBT MUM, MA 01 0 WAN �, MA OM1 � FIST �� CK" AND DAY STREET t4131 FAX: (413) s 3-30 AL AGAWAPA MASSACKMTTS E-W& NCKII4"VA01-100M ' �' SCALE: f ti20'-0' DATE 8J1/00 SHMT 4 OF 5 .: ..:. EXISTIN RIM. 20.4.2-2 CAST IRON FRAME & COVER (LEBARON LT 104 24" g' ER "D" S TAR FINISHED . 8 w/ LETT ) ET IN FULL BED OF MOR LAWN AREAS. : PAVEMENT AREAS GRADE ADJUST TO GRADE AS REQUIRED WITH 12 VITRIFIED CLAY BRICK AND MORTAR. GENERAL NOTES: MORTAR GENERAL NOTES; TOP solL fa" ORGANIC SAW CUT (TYP.) p 1. REINFORCED STEEL CONFORMS y r y, wr�,+�!'ti; TO LATEST A185 SPEC. 1. REINFORCED STEEL CONFORMS LOAMY SAND 12 COMPACTED GRAVEL :Q p TO LATEST A185 SPEC. 0.1.2 .SQ. IN./LINEAL FT. ANDLAI 12" 0.12 SQ. IN./LINEAL FT. AND �•• v ' zo 0.12 SQ. IN.(BOTH WAYS} Q 0.12 SQ. IN-(BOTH WAYS) ?. p NEW 12"0 SOR35 BASE BOTTOM': c Z BASE BOTTOM. . Q P.V.C. DRAIN LINE 0 Q STEPS BACKFILL TYP. ORDINARY TRENCH �- ( ) f NV•> 200 .00 2. CONCRETECOMPRESSI E' zrr � "I n 2 . CONCRETE COMPRESSIVE STRENGTH-4000 PSI MIN. STRENGTH-4000 PSI MIN. � I 0 • �) v 3. MANHOLE DESIGN-SPECS. G 3. MANHOLE DESIGN--SPECS. ` HAND TOOL NEW CONFORMS TO LATEST ASTM a IeO OPENING C478 SPEC. FOR "PRECAST 4'-0" C44780SPEC.TFOR "PRECAST 6' SAND ALL IN EXISTING SIDEWALL UTILITY PIPE AROUND (TYP.) REINFORCED CONCRETE REINFORCED CONCRETE TO RECEIVE NEW 1270 MANHOLE SECTIONS". PRECAST REINF. b z MANHOLE SECTIONS". j . DRAIN LINE x 0 ^� p CONC. BARRELS V 4. STEPS SHALL BE STEEL Lo v _ REINFORCED COPOLYMER 4. STEPS SHALL BE STEEL POLYPROPYLENE PLASTIC PER �1 REINFORCED COPOLYMER O G HA TOOL NON-SHRINK RINK �--- " POLYPROPYLENE PLASTIC PER LIIIIIILIUiIII Cat NOTI . ND ON SH ASTM C-478,PARA. 11. MORTARED V" Q ASTM C-478,PARA. 11. DRAINAGE: 4' 0" P OUTLET NON-SAG PORTLAND _ CEMENT BASED GROUT 0 INGS PEN C 5• "V" PIPE OPENINGS w/ 2" MAX. z 5. "V" PIPE OPENINGS w/ 2" MAX. ALL AROUND OUTSIDE PIPE CLEARANCE TO BE w 0 OUTSIDE PIPE CLEARANCE TO BE A7 CAST AS REQUIRED. 0 6 1 m w iy CAST AS REcttrrREo: o I .A. 6. JOINT SEALANT SHALL BE 6. JOINT SEALANT SHALL BE TYPICAL UTILITY TRENCH DETAILS PREFORMED BUTYL RUBBER L ,� „ : 4 PREFORMED BUTYL RUBBER 3 Ego MASTIC TAPE SEAL THAT COMPLIES MASTIC TAPE SEAL THAT COMPLIES w/ AASHT SPECIFICATION M 1 8 OR a w/ AASHTO SPECIFICATION M-198 OR 3 1/20 Ai R --- - SYNTHETIC RUBBER GASKET THAT COMPLIES w/ C-443 OR C--361. COMPLIES w/ C-443 OR C-361. 7. BASE SECTION SHALL BE 12" COMPACTED SECTION � ONE -POUR MONOLITHIC. GRAVEL (TYP.) 7. BASE SECTION SHALL BE ' SECTION ONE POUR MONOLITHIC. LAWN AREAS PAVEMENT AREAS 120 r2---s\ TYPICAL DRAIN MANHOLE TOP SOIL sAW CUT (nP.) rl_"� T'�rPICAL CATCH BASIN 3 ORGANIC 2 COMPACTED GRAVEL .. NOT TO 9CAI,R LOAMY SAND " k:�:"' NOT TO 9GALE *00 ORDINARY TRENCH BACKFILL •• I WARNING TAPE r (2) 2"0 SCH 40 P V-C. CONDUITS FOR TEL & CABLE T.V. 6" SAND ALL 4*0 SCH 40 P.V.C. AROUND CONDUIT FOR ELEC. SERVICE '2 f r-0" . 2 F—Osj - (TYPICAL) 1). ALL UTILITY INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL UTILITY ROADWAY PROVIDER / COMPANY. 6" TOP SOIL 1/4" PER FT. 12'-0" 12'-0" 4'-2" 3'-0" 6" TOP SOIL LOAM & SEED GRASS STRIP LOAM & SEED UNDERGROUND ELECTRICAL 3-� ' 6" REVEAL I 6" REVEAL LOAM &SOIL 1/4 PER FOOT 1/4 PER FOOT (TYPICAL))TYPICAL r4TYPICAL TRENCH DETAILS AIL `C>.s�. • •' . . � .••Q • . . '"�,' • �!�" .. �+..LQ'�'.-..s• :;�p , ..{err• �,,• :�,A • ••�,,• ROUND � � — _ — � - - _ — � — - - ;,•. - ,... Q . Q • :�,Q• •• .• , ,• ;gyp• ;�... .__ � T� � w �.,, —>�tA�� — fir- — �Q..•• :fir• . •• .�.• •.�.. .•�r •.�Q:�• •�, , , +. 1 1 p A '• Q- Q � 1 EXISTING NEW 6" BITUMINOUS LIMIT OF EXCAVATION NEW 6" BITUMINOUS GRADE 1O" CONCRETE BERM EXISTING 12" COMPACTED GRAVEL (TYP.) CONCRETE BERM BITUMINOUSEW 3" THICK CONCRETE (TYP ) LANDSCAPING (TYPICAL) GRADE 4" PROCESSED GRAVEL (TYP.) (TYPICAL) WALKWAY (TYP.) (SEE PLAN) 2� 6" 2 - (TYP NOTE: SEE SITE PLAN FOR ) LIMITS OF CURBING AND 1-1/2" CLASS I BITUMINOUS CONCRETE TOP COURSE (TYPE I-1) 8" COMPACTED GRAVE (TYP.) CURBING MATERIALS. BITUMINOUS 1 -1/2" CLASS I BITUMINOUS CONCRETE BINDER (TYPE 1-1) CONCRETE >< co PAVEMENT TYPICAL ROADWAY SECTION 5 3 COMPACTED GRAVEL � NOT To 5 PROCESSED GRAVEL BITUMINOUS CURB COMPACTED GRAVEL TYPE 1-1 TACK COAT (TYP.) r s BIT CONC . CURB 3 DRAWN BY: T.F.N. REVISIONS SYMBOL DATE DESCRIPTION �P4�" °F Moss SITE DETAILS DATE: :\P /00 TIMOMF. q� SUBDlIIlSl�N PLAN FILE' E: PROJECTS\2o1 \DETA#LS1 � FOR W. ��cH�►�� m PRELIMINARY M& MAW-4 WYTAS NO OLM � c�v�� JOB NO.: PETS 0 0 CHWTOPHER TEWCE 18 FPS SIFT No.39210� � STREET CONTACT: PETE SAYERS SR. WEST %"N% l MA MOD N W MA OtI51 TEL t4 TEL; t41s1 �� WA MASSA S ? AGA R SHET 5 OF 5 SCALE AS SHOWN DATE 81M Environmental Study Report for The Proposed Residential Subdivision Chapin & Day Street Agawam, Massachusetts ��RTED MA Prepared For: The Town of Agawam S�Q 1 9`La Planning Board . 36 Main Street Agawam, Massachusetts 01001-1837 `�; Prepared By: Nicholson Engineering, Inc. Civil/Structural Engineers H OF 18 Ferris Street o TIMOTHY f. �G Indian Orchard, MA 01151 NICHOLSON CIVIL No,3921© Date: September 18, 2000 �J Table of Contents I. Existing Conditions............................................................................................................................4 II. Proposed Construction Activities...................................................................................................12 III. Anticipated Environmental Impacts...................................................................................................13 IV. Mitigation Plans and Proposals.........................................................................................................14 V. Summary..........................................................................................................................................15 VI. Preliminary Subdivision Plans.......................................................................................Appendix"A" 2 List of Figures Figure1, Site Location Plan.....................................................................................................................5 Figure2, Site Topographic Plan...............................................................................................................6 Figure3, Site Soils Map..........................................................................................................................7 Figure4, Site Soils Legend......................................................................................................................8 Figure5, Site Soils Legend......................................................................................................................9 Figure6, Zoning Map.............................................................................................................................10 Figure7, Endangered Species Habitat Map.............................................................................................I I 3 I. Existing Conditions The proposed project is a 1.77 acre parcel of land, Iocated at the terminus of Chapin and Day Street in Agawam, Massachusetts (See Figure 1). The site is a partially cleared lot of land on the southern limit of an existing residential subdivision. The existing lots front on both Chapin and Day Street. The original Chapin and Day Street Subdivision was developed by J.F. Callanan, May 1909. The original subdivision plans were prepared by George N. Merrill & Co., Civil Engineers, Springfield, Massachusetts, May 1909. The parcel of land was subsequently re-surveyed by Durkee, White, Towne and Chapdelaine, dated April 10, 1974. The parcel is recorded in the Hampden Registry of Deeds, Book 4889, Page 122. The site is bounded to the south by Three Mile Brook and to the north, east and west by residential land uses. The majority of the site is currently developed as residential use, lawn, garden and a large gravel cul- de-sac at the south end of Chapin Street. The site drains primarily via sheet flow from north to south towards Three Mile Brook (See Figure 2). There is an existing Town of Agawam sanitary sewer and sanitary sewer easement which traverses the site, flowing from west to east. The existing sanitary sewer line plans, as provided by the Town of Agawam Engineering Department, show sanitary sewer line stubs, or tie-in within the site for future development. Both Chapin and Day Street are serviced by underground Town water and private overhead electrical utilities. The areas adjacent to Three Mile Brook, the banks and adjacent uplands are thickly wooded with small caliper trees, brush and vines. The portion of the lot adjacent to the existing Chapin and Day Street subdivision is prirrtarily lawn area with a number of large caliper Maple and Oak trees. The lawn area in this local was created and is maintained by the adjacent property owner(s). The existing soils of the site are Ninigret, fine sandy loam, as mapped by the United States Department of Agriculture Soil Conservation Service (See Figure 3, 4 & 5). Topographic features shown within are based upon an actual field survey conducted by Nicholson Engineering, Inc. dated August, 2000. Bordering vegetated wetlands and Riverfront areas, as regulated by the Wetlands protection Act and the Rivers Protection. Act, where field delineated by Nicholson Engineering, Inc. and field verified by the Town of Agawam Conservation Commission, September, 2000. No endangered species habitats have been documents on the site, as documented by the Endangered Species Habitat Maps, dated 2000 (See Figure 7). 4 B J 4rc i . 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'ti�'-''• y •'� ��1- ��✓<�: r � '�= �. _ ;�►- .. `'� .• �" �• ems;,r; �. ,>; .•aa;pa� � 4=ram 15�. f �? .� 'r,koY ',��`}'� �" r` . a` " �'� '•� ..icy '` ' �.1 � ° f A"' �� ,.�� f -.,r, *��`. '�' ram'-rr— r r� s 5 t• �,0 4 WR ;,� �, ,� ' �� �Jt�' � t ��:*adF� t�� i ; �� 4 •�j:��'�y ri�"�'r ._.. 'xi. .�;'.2 Ilk• �. Lot 1.0 Xv Me IP 716 ti�i �;Eaa � + •a✓,tt r j� -s� S � ..ar a+s. w�t,, tA& iI- wa WE � 1 • 4 ���"� •� + c _t Rif SOIIS MAP @Upum & DAY STREET SS � H S U. S. DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SERVICE HAMPDEN COUNTY, MASSACHUSETTS,CENTRAL PART SYMBOL NAME SYMBOL NAME AgA Agawam fine sandy loam,0 to 3 percent slopes - H8B Hinckley Iumyr sand,3 to 8 percent slopes AgB Agawam line sandy loam,3 to a percent slopes Hgc Hinckley loamy sand,a to 15 percent slopes AgC Agawam fine sandy loam,a to 15 percent slopes HgD Hinckley loamy said,15 to 25 percent slopes Ama Amoslown fine sandy loam,0 to a percent slopes HgE Hinckley loamy sand,25 to 35 percent slopes Has Hslyake very fine sandy loam,3 to 8 percent slopes BaB Belgrade sill loam,0 to 8 percent slopes Hoc Holyoke very fins sandy loam,a to 15 percent slopes BgB Broadbrook gravelly silt loam,3 to 8 percent slopes HIC Holyoke-Rock outcrop complex,3 to 15 percent slopes BgC Broadbrook gravelly silt loam,8 to 15 percent slopes 8hB Broadbrook very stony si It loam,3 to 8 percent slopes Lk Limerick slit loam BhC Broadbroolt very stony silt loam,8 to 15 percent slopes LuB Ludlow loam,3 to 8 percent slopes BhD Broadbrook very stony sill loam, 15 to 25 percent slopes Lwg Ludlow very story loam,0 to 8 percent slopes BkB Broadbrook extremely stony sill loam,3 to a percent slopes US Ludlow extremely stony loam,0 to 8 percent slopes BkC Broadbrook extremely stony slit loam,8 to 15 percent slopes Lac Ludlow extremely st ony loam,6 to 15 percent slopes BOB Brooklield extremely stony fine sandy loam,3 to B percent slopes BOC Brookfield extremely stony fine sandy loam,8 to 15 percent slopes Mae Mecke ivillt Spam,3 to a percent slopes Boo 84cokdietd extremely stony fine sandy loam,15 to 25 percent slopes Mac McCfesville loam,8 to 15 percent slopes BrC Brookfield-Rock oulcrop•Brimfield complex,3 to 15 percent slopes Mal) Meckesvltle loam,15 to 25 percent slopes BrD Brookfield-Rock outcrop•Brimdieid complex,15 to 25 percent slopes Alba Meckesville very stony loam,3 to 8 percent slopes SUB Buxton Variant silt loam,0 to 8 percent slopes Abc Meckesville very stony loam,8 to 15 percent skpes CaA Calves loamy coarse sand,0 l0 3 MbD IAoekesvitls Nall SU"loam,1S to 25 perceal slopes percent slopes Mc8 Meckesvilie extremely stony loam,3 to 8 percent slopes Cab Carver loamy coarse sand,3 to 8 percent slopes MCC Meckesvllle exbfemsly stony loam,8 to 15 percent slopes CaC Carver loamy coarse sand,6 to 15 percent slopes MCD Mackesvllle extremely stony loam,15 to 25 percent slopes US Charlton fine sandy loam,3 to 6 percent slopes AMA Merrimac sandy loam,D to 3 percent slopes CkC Charlton fine sandy loam,8 to 15 percent slopes Ilea VA(simac sand f pes CMB Chariton very stony line sandy loam,3 10 8 percent slopes MaC Merrimac sandy �,3 to 8 percent slopes s Cmc Charlton very stony line sandy loam,8 to 15 percent slopes y loam,8 to 15 percent lope CmD Charlton very stony line sandy Iwm, 15 to 25 percent slopes Mm _ Merriman seedy halo 15 to to percent slopes CnB Charlton extreme) stony fine sand loam,3 to 8 Mm8 Montauk erne sandy Stan,3 to$percent slopts y orry y percent slopes Mno Montauk extremely stony fine sandy loam,3 to 8 percent slopes CnC Charlton extremely stony fine sandy loam,8 to 15 percent a lopes MAC Montauk extteamady stony fine sandy loam,8 to 15 percent slopes Cnc) Charlton eiVemely stanyline sandy loam,15 to 25 percent slopes Mu Muck,deep COE Charlton and Narragansett extremely stony soils,steep r Mx Muck,shallow Cps Charlton.Hoilis-Rock outcrop complex,3 to 8 percent slopes CPC Chariton-Hollis-Rock outcrop complex,8 to 15 percent slopes NaB Narragansett very tine sandy loam,3 to 8 percent slopes CrC Charlton-Rock outcroPHallis complex,3 to 15 percent slopes NaC ttatraganselt vary Hne sandy loam,8 to IS percent slopes Cr0 ChaHlon-Rack ouluop-Hollis complex,15 to 25 percent slopes NbS Narragansett very stony very fine sandy loam,3 to 8 percent slopes De Deerfield loamy fine sand NbC Narragansett very stony very fine sandy loam,8 to 15 percent slopes EdB Eldred a loam sand,0 to 6 percent slopes g Y oAe NcB Narragansett extremely alorry very fine sandy loam,31t 8 EnA Enfield silt loam,0 to 3 percent slopes percent slopes EnB Enfield silt loam,3 to 8 percent slopes NcC Narragansett extremely stony very fine sandy loam,8 to 15 EnC Enfield sill loam,8 to 15 percent slopes percent slopes Es Enosburg loamy sand NCO Narragansett extremely stony very fine sandy loam, 15 to 25 peteent slopes G1B Gloucestel sandy loam,3 to 8 percent slopes Ng Ninigret fine sandy loam,0 to B percent slopes Gh6 Gloucester very stony sandy loam,310 8 percent slopes GhC Gloucester very stony sandy loam,8 to 15 percent slopes Pao Paxton fine sandy loam,3 to 6 percent slopes GxS Gloucester extremely stony sandy loam,3 to$percent slopes Pac Paxton fine sandy loam,6 to 15 percent slopes CxC Glaucealer extremely stony sandy loam,8 to 15 percent slopes PbS Paxton very slaty fine sandy loam,3 to 8 percent slopes Gx0 Gtzmtster extremely stony sandy loam,15 to 25 percent slopes PbC Paxton very stony line sandy loam,a to 15 percent slopes Pbo Paxton very stony fine sandy loam, IS to 25 percent slopes Ha Hadley very line sandy loam PCB Paxton extremely stony fine sandy loam,3 to 6 percent slopes HbA Hadley very line sandy loam,high bottom,0 to 3 percent slopes FCC Paxton extremely starry fine sandy loam,8 to 15 percent slopes Hbs Hadley very fine sandy[aim,high bottom,3 to 6 percent slopes PcD Paxton extremely stony fine sandy loam,is to 25 percent slopes HgA Hinckley loamy sand,0 to 3 percent slopes Pe Peat SOIL LEGEND The first letter,always a capital,is the initial letter of the soil name. The second letter is a Capital if the mapping unit is broadly defined;otherwise,it is a small letter. The third letter,always a capital A,B,C.D,of E shows the slope. Most symbols without a slope letter are those of nearly level soils,but some are for miscellaneous land types or broadly defined units that have a consider, able range of slope. PROJECT:2014,00 $19 SOILS LEMB DRWN 8Y: TFN fISURE4 C WD BY: TFN PREUNIAMYRESIDENM SEBIYISIOX PLAN CONTACT, PETER SAYERS � d °E o Dail ° M DATE: 9/18/00 NOT TO SCALE U. S. OEPARTMENT OF AGRICULTURE ItAf.ARDEN COUNTY,MASSACHUSETTS,CEM'RAL PART SOIL COt4SERVAT10N SERVICE SYMBOL NAME Pa Podunk line sandy loam PuA Pollux fine sandy loam,0 to 3 percent slopes Pula Pollux fine sandy loam,3 to 8 percent slopes PuC Pollux fine sandy loam,8 to 15 percent slopes Re RayW=silt loam Rd Rldgebury sandy Soars ReA Rhdgebsey extremely stony sandy loam,0 to 3 percent stops Rea Ridgebley extremsly stony sandy loam,3 to 8 percerd slopes Rf Rock outcrop RHI) Rock outcrop-Holyoke complex,sloping • RHE Rock outcrop-Holyoke complex,steep + Ra Rumrwy ling sandy loam Sa Saco Variant silt loam Sc Scanlic Variant silt loam Se 5carboro fine sandy loam $gs Scituate fine sandy loam,3 to 8 percent slopes Shs Scituate extremely stony fine sandy loam,3 to 8 percent slopes Srs Sudbury fire sandy loam,0 to 8 percent slopes Su Suncook loamy tine sand,0 to 5 percent slopes Te Terrace escarpments UaB Unadllla very fire sandy loam,3 to 8 percent slopes UaC Unadilis very fine sandy loam,6 to 15 percent slopes Ub Urban land UH Urban land•thdleyWinooski association Uhl Urban land•HlckleyWiridw associattoa • UW Urban land-Wethersfield-Paxton association ► Wa Wareham loamy sand, Wes Wethersfield fine sandy loam,3 to 6 percent slopes WeC Wethersfield fine sandy loam,b to 15 percent slopes Wfa Wethersfield very stony fine sandy loam,3 to 8 percent slopes WIC Wethersfield very stony firm sandy loam,8 to 15 percent slopes WID Wethersfield very stony fine sandy loam, 15 to 25 percent slopes Wga Wethersfield extremely stony fine sandy loam,3 to 8 percent slopes WYC Wethersfield extremely stony fine sandy loam,6 to IS percent slopes WgD Wethersfield extremtly stony fine sandy loam,15 to 25 percent slopes WhA Whitman extremely stony loam,0 to 3 percent slopes WmA Wilbraham extremely stony silt loam,0 to 3 percent slopes Wma Wilbrahrae extremely stony silt loam,3 to 8 percent slopes WnA Windsor loamy sand,0 to 3 percent slopes WnB Windsor loamy sand,3 to 8 percent slopes WnC Windsor loamy sand,6 to 15 percent slopes WnD Windsor loamy sand,15 to 25 percent slopes WnE Windsor loamy sand,25 to 35 percent slopes too Winooski silt loam WrA Woodbridge line sandy loam,0 to 3 percent slopes Wre Woodbridge firm sally loam,3 to 6 paitent stoves Wse Woodbridge very stony fine sandy loam,0 to 8 percent slopes Wsc Woodbridge very stony fine sandy loam,8 to 15 percent slopes Wta Woodbridge extremely stony fire sandy loam,0 to 8 percent slopes WIG Woodbridge txtreegly stony line sandy loam,6 to 15 percent slopes W10 Woodbridge extremely stony fine sandy loam,15 to 25 percent slopes * The composition of these units Is more variable Than others in the survey area, but has been controlled well enough to be Interpreted for the expected uses of the soils, PROJECT:2014.00 S/TESOILSIE6EIYD DRWN BY: TFN HIRE Jr CKD BY. TFN PRELIMIXARMSIDE1�7lAL fSYNINSIONPLATY DATE: CONTACT. PETER SAYERS � b °Oa 9 NOT TO S Uff MUT o SCALE CALE s oo r SITE w N E. h o� f HMO 4 �^ rf{-,�� iYHrlf ST �� 1 ►11#117sL f�{`k�q d„ t:''- �T .-'•'.}' 165Ta YQ 04 Q;�P ✓ -_� Ah 7 �• r40QIJ k i pp ffFtokT&6C AD. a N << RGR/CU,L TURF [_T� SNIJ US T R IA L .q / - ; r/VDVS TR/A L IS i' 1NI RESIDENCE A-4 — -- - - - 1 _ oo ZONE NI P fIGIIRf 6 i `?'�' Y ��� PREUMINARYRESIDUNM $11MIVISION PUN NOT TO scar IMORTH •� �.��. � r � w 4 ,� 'fir I � � '. ,r'' S A' _s?Z I Z � • �r4 �� 7 ' .�' ' wir�r ..Y• I f �' 11 � 11 J � � /I � I IT ' r Y 4.. - ,.�� 11;'.n ' :dl , ! •?1nl �il.rt.�xnt�;' ,era t 1.�:�.� ._ - - - I tilal„IF ,;,,. Ir w t ' '1• �'+� Q J':.�•'t� f. ! A ',4[I a 1, `H W I C ,¢fir � �_ _E' S� `�. -�J� -y, ...•� .�� i : . y ,st...rt �!-�ia„ - � /f� ,+r'�I` I ��"•r' � " r..r�rl .'{4, r t I' I '� . ..._ I __. �r _y 1.. .. .. �• '�''- �. I � � I .T� F ' 'r ,r ,�� •��J/!! _r 1E.m�En,ypf�r�.�y ��pA li'u��t- � � `���'\ ;� , - i _►���`p � i I L ter, _ I r, - . PROJECT-2014.00 EAID,W,019MICIESMBffJ7 MP DRWN BY: TFN PREUMMYRUME1�19AJ{ SYNIMIOIYAM MORE CHKD BY: TFN DATE: 9/18/00 CONTACT: PETER SAYERS MUM a °M A ©pll MINT Q }Qyp���J NOT TO SCALE H. Proposed Construction Activities The project consists of the construction of three new residential dwellings, approximately 30.0'x60.0', two stories in height. A new bituminous concrete pavement cul-de-sac would be constructed off the south terminus of Chapin Street. Bituminous concrete driveways would be constructed to provide vehicular access from the cul-de-sac to the new residences. Underground water and sanitary sewer services would be extended from Chapin and Day Street to the proposed residences. Overhead electrical, telephone and cable television services would be constructed from the existing services on Chapin and Day Street to the new residential dwellings. Some limited clearing of tree and brush would be required prior to earth excavation and grading activities associated with the construction of the cul-de-sac, access drives and residences. Tree clearing would be kept to a minimum, only that as absolutely required to conduct earthwork and excavation. Haybale and sedimentation and erosion control systems would be installed at the limit of work, adjacent to all areas protected under the Wetlands Protection Act and The Rivers Protection Act prior to beginning any earthwork at the site. 12 IV. Mitigation Plans and Proposals Limits of work have been designed to keep the areas of disturbance to a bare minimum, as required to complete the work as shown on the construction documents. Standard sedimentation and erosion control measures will be installed to minimize the potential for erosion and subsequent sediment migration toward regulated areas. All areas disturbed by construction activities shall be stabilized, either loamed and seeded or paved, as soon as feasible to minimize soil erosion and the potential for sediment to reach Three Mile Brook. Drywells shall be incorporated into the construction of each of the residences to meet pre and post development rates and quantity of stormwater runoff toward Three Mile Brook. The drywells will also aid in recharging groundwater as required by the Stormwater Water Quality Regulations. OR/ Water separator manholes and deep sump catchbasins have be incorporated into the construction documents to improve water quality prior to being discharged into Three Mile Brook. VI. Preliminary Subdivision Plans 16 r J Appendix A Construction Specifications for The Proposed Residential Subdivision Chapin & Day Street Agawam, Massachusetts T 1 M Prepared For: The Town of Agawam Planning Board 36 Main Street Agawam, Massachusetts 01001-1837 Prepared By: Nicholson Engineering, Inc, Civil/Structural Engineers �� Miss' 18 Ferris Street q?� TIMOTHY f. �yc Indian Orchard, 'N NICHOLSON m .; CIVIC, No,39210 Date: Septem SUPPLIMENTAL SPECIFICATION INDEX 101. CLEARING AND GRUBBING 120. EXCAVATION 130. SAWCUT BITUMINOUS CONCRETE PAVEMENT 150. EMBANKMENTS 151. GRAVEL BACKFILL FOR STRUCTURES 170. GRADING 260. SUBDRAINS 405. GRAVEL BASE COURSE 460. CLASS I BITUMNOUS CONCRETE PAVEMENT TYPE I-I 580. CURB AND EDGING REMOVED AND RESET;REMOVED AND STACKED OR REMOVED AND DISCARDED 767. MULCHING; SEED FOR EROSION CONTROL 771. PLANTING TREES, SHRUBS AND GROUND COVER 860. REFLECTORIZED PAVEMENT MARKINGS 967. MEMBRANE WATERPROOFING AND PROTECTIVE COURSE 901. CEMENT CONCRETE MASONRY 999. MAINTENANCE AND PROTECTION OF TRAFFIC 1000. ALL OTHER COSTS SECTION 101 CLEARING AND GRUBBING 101.20 General. This work shall consist of clearing, grubbing, cutting, removal and disposal of all vegetation and debris from areas within the Limit of Work as shown on the plans or as designated by the Engineer. The work shall also include the preservation from injury or defacement of all vegetation and objects designated on the plans or by the Engineer to remain. 101.60 Methods. The burning of trees, bush, stumps, etc. will not be permitted. The Contractor shall provide other satisfactory methods of disposal without additional compensation. The Contractor shall obtain written permission from the Engineer for use of storage areas within the Limit of Work as shown on the plans. The Contractor shall make all arrangements and negotiations necessary for the satisfactory disposal of trees, shrubs, stumps, roots, dead wood and other litter, in all areas within the limit of work and in such a manner that no condition or accumulation of material shall be permitted to disfigure, litter, obscure or mar the finished landscape. 101.61 Execution. The stumps of all trees, brush and major roots shall be grubbed and removed in all excavated areas and under all embankments where the original ground level is within 3-1/2 feet of the subgrade or slope embankment. All trees, stumps and brush shall be cut off within 6 inches of the ground in embankment areas where the original ground level is more than 3-1/2 feet below the subgrade or slope of embankments. Trees and shrubs that are specifically designated by the engineer not to be cut, removed, destroyed or trimmed shall be saved from harm or injury. All damage done to trees by the Contractor's operations within the limit of work shall be trimmed and painted where cut as directed by the engineer. 101.80 Method of Measurement. Clearing and grubbing shall be measured by the horizontal plane area in square acres designated or as required to complete the work as shown on the plans,to the satisfaction of the Owner. 101.81 Basis for Payment. Clearing and grubbing shall be paid for at the contract unit price per acre. When Clearing and Grubbing is not included in the proposal as a pay item, payment for any such work shall be included in the items of Earth Excavation or Borrow except as herein provided for the removal of trees and stumps. The contract unit price for clearing and grubbing shall include all materials, tools, equipment and labor required to complete the work in place complete. 101.82 Payment Items. 101. Clearing and Grubbing Acres 102. Selective Clearing and Trimming Acres 103. Tree Removal(Diameter Under 24 Inches) Each 104. Tree Removal(Diameter 24 Inches and Over) Each 105. Stump Removal Each 767.4 Wood Chip Mulch Cubic Yazd End Of Section SECTION 120 EXCAVATION 120.20 General. This work shall consist of excavation, disposal and compaction of all materials not being removed under some other item which is encountered within the limits of work in accordance with the specifications and in close conformity with the lines, grades, thickness' and cross sections shown on the plans or established by the Engineer. All excavations will be classified as "Earth Excavation", "Class A"rock Excavation", "Muck Excavation", "Topsoil Excavated and Stacked", "Bituminous Concrete Excavation by Cold Planner" or "Unclassified Excavation", as hereafter described. Materials from all classes which are unsuitable and any surplus of suitable materials remaining after completing the formation of embankments, shoulders, approaches, widening of roadways or embankment slopes as directed or backfilling, will be known as waste and shall be properly disposed of by the Contractor outside the limits of work at his responsibility and expense, unless otherwise directed. Waste material shall not be disposed of in the flood channel areas of any body of water. 120.60 Earth Excavation. Earth Excavation shall consist of all excavation not included as Class "A" Rock Excavation or excavation which is otherwise classified and paid for. Unless otherwise provided for in the Contract, Earth Excavation shall also include as incidental to the general work the removal and disposal of abandoned junk cars, trash, signs, fences, guardrails, guide posts, bituminous concrete berms and debris of every nature. 120.22 Class A Rock Excavation. When encountered within the limits of work or unless provided for in the Proposal, Class A Rock Excavation shall consist of: (1). Igneous, metamorphic and sedimentary rock which cannot be excavated without blasting or the use of rippers. (2). All rock, stone, parts of stone, brick or cement concrete pavement, parts of cement concrete stone walls or masonry structures measuring one (1) cubic yard or more that require blasting for removal. 120.23 Muck Excavation. Muck Excavation shall consist of the removal and disposal of saturated mixtures of soils and organic matter not suitable for foundation material regardless of moisture content. 120.24 Topsoil Excavated and Stacked. The work to be done under this item shall consist of excavating topsoil from those areas as shown on the plans or as required to complete the work, and where directed, to the depths shown on the plans or as directed and stacking the topsoil in accordance with the provisions of subsection 120.65. 120.25 Bituminous Concrete by Cold Planner. The work to be done under this item shall consist of removing, by Cold Planer, bituminous concrete in areas as designated on the plans, as directed by the Engineer or as required to complete the work. 120.26 Unclassified Excavation. This work shall consist of all excavation not provided for elsewhere in the Contract, Proposal or Plans. 120.61 Execution. The Contractor shall prosecute his work in such a manner as to maintain and protect vehicular and pedestrian traffic adjacent to the limit of work to maintain and protect public safety and convenience. The contractor shall adequately protect all existing structures from damage during excavation adjacent to existing structures. The contractor shall adequately protect all existing above ground and below ground utilities adjacent to all excavations. The contractor shall contact"Dig Safe" prior to conducting any excavations on this project. The Contractor's attention is directed to the requirements of the Prevention of Water Pollution and Erosion, specifically to the requirements of the Massachusetts Wetlands Protection Act and the Rivers Protection Act. Equipment and means of excavation, backfill and compaction shall be submitted to the Engineer for approval prior to conducting any excavation. All suitable materials obtained from the excavation or from the removal of existing structures shall be used either in the formation of embankments, shoulders, slopes, loam or clay hardening, etc., or for backfill under, over or around structures, pipes, or drains and at such other places as directed and the material shall be placed and compacted in such a manner conforming to the specifications for the particular type of work required without additional compensation. It shall be the Contractor's responsibility to obtain from the Engineer approval for the use and placing of various materials encountered in the excavation. It shall be the responsibility of the Contractor to dispose of material designated as unsuitable and any excavated material which is not required, unless specified elsewhere in the Specifications. 120.80 Method of Measurement. All classes of excavation shall be measured by the cubic yard in place for each classification as defined within, designated or as required to complete the work as shown on the plans, to the satisfaction of the Owner. 120.81 Basis for Payment. All classes of excavation shall be paid for at the contract unit price per cubic yard of the particular type of excavation as defined hereinbefore. The contract unit price for all classes of excavation shall include all materials, tools, equipment and labor required to complete the work in place complete. 120.82 Payment Items. 120. Earth Excavation Cubic Yard 120.1 Unclassified Excavation Cubic Yard 121. Class A Rock Excavation Cubic Yard 122. Presplitting Rock Square Yard 123. Muck Excavation Cubic Yard 125. Topsoil Excavated and Stacked Cubic Yard 129. Bituminous Concrete Excavation by Cold Planner Cubic Yard End Of Section SECTION 130 SAW CUT BITUMINOUS CONCRETE PAVEMENT 130.20 General. The work covered under this section shall include the cutting of all bituminous concrete pavement, where designated on the plans, required to complete the work or as directed by the Engineer, including all materials, tools, equipment and labor required to complete the work in place complete. 130.60 Materials. To be submitted to the Engineer for approval prior to construction as required. 130.61 Execution. The cutting of all bituminous concrete pavement shall be conducted by means of a mechanical circular blade, water cooled as required. All saw cuts shall be extended to the full depth of each individual course of pavement, cut along neat straight lines, as shown on the plans or as directed by the Engineer. The Contractor shall be responsible for collecting and the proper disposal of all debris created by the saw cutting operations. 130.80 Method of Measurement. The saw cutting of all bituminous concrete pavement shall be measured at the Contract unit price per linear foot of actual saw cut completed, to the depths as shown on the plans, as directed by the Engineer or as required to complete the work as shown on the plans. Each successive sub layer of pavement which is cut, beneath a previous upper layer shall be measured separately. 130.81 Basis for Payment. The payment for saw cutting bituminous concrete pavement shall be paid for at the contract unit price per linear foot of saw cut actually conducted within the limits of work for this project. 130.82 Payment Items. 130. Saw Cut Bituminous Concrete Pavement Linear Foot End Of Section SECTION 150 EMBANKMENTS 150.20 General. The work included in this section is comprised of the formation of embankments with suitable material obtained from excavation and borrow, thoroughly compacted to produce a stable embankment and as directed by the Engineer. The work shall be performed in accordance with the lines and grades as shown on the plans and as directed by the Engineer. 150.40 Materials. All embankment material, whether coming from excavation or borrow shall consist of solid, sound mineral aggregate. It shall be free from deleterious, organic, elastic or foreign matter and shall be adequately graded for satisfactory compaction into a stabilized soil structure. All borrow material to be famished shall meet the following requirements: Sand Borrow. Sand for the use in subdrain installation shall conform to the following requirements, meeting the following gradation requirements, as determined by AASHTO-TI 1 and 727: Percent Passing by Weight Passing Through Seive Designation Minimum Maximum 1/2 in. 100 3/8 in. 85 100 No. 4 60 100 No. 16 35 80 No. 50 10 55 No. 100 2 10 150.60 Execution. Sand borrow for sub drains shall be installed to the lines, grades as shown on the plans and as directed by the Engineer. Sand borrow for subdrains shall be hand tamped and compaced below and above all sub drains by means approved by the Engineer. 150.80 Method of Measurement. Sand borrow for sub drains shall be measured per cubic yard in place complete, as shown on the plans or as directed by the Engineer. 150.81 Basis for Payment. Sand borrow for sub drains shall be paid for at the contract unit price per cubic yard, in place complete. The unit price shall include all materials, tools, equipment, labor required to complete the work as shown on the plans in place complete. 150.82 Payment Items. 154. Sand Borrow Cubic Yards End Of Section SECTION 170 GRADING 170.20 General. The shaping, trimming, compacting and finishing of the surface of the subgrade, the grading and finishing of all unpaved shoulders and slopes, and the preparation of all areas for topsoil, loam, riprap or slope paving as shown on the plans or as directed, shall be constructed in accordance with these specifications and in close conformance with the lines, grades and typical cross section shown on the plans or established by the Engineer. 170.60 Materials. To be submitted to the Engineer for approval prior to construction as required. 170.61 Execution. All soft and spongy material below the subgrade shall be removed to a depth as directed by the Engineer and backfilled with satisfactory material. Before surfacing or sub-base material is spread, the subgrade shall be shaped to a true surface conforming to the proposed cross sections as shown on the plans or as directed by the Engineer, and compacted in accordance with subsection 150.60 and 150.62. All depressions and high spots shall be filled with suitable material or removed and such areas again compacted until the surface is smooth and satisfactorily compacted. A tolerance of 1/2 inch above or below the finished subgrade will be allowed provided that this 1/2 inch above or below grade is not maintained for a distance longer than 50 feet. Any portion of the subgrade which is not accessible to a roller shall be thoroughly compacted with the mechanical tampers or by other adequate methods approved as satisfactory by the engineer. 170.80 Method of Measurement. The grading and compaction of the subgrade will be measured by the horizontal square yard at the plane at the bottom of the subgrade in all areas where subgrade was placed. Grading and finishing for the entire project will include grading work not included under the item of Fine Grading and Compaction(in subgrade areas). 170.81 Basis for Payment. Payment for the shaping and compacting of the subgrade as specified herein shall be included in the item for Fine Grading and compaction (in subgrade areas). The removal and disposal of material below subgrade will be paid for at the Contract unit price per cubic yard for the appropriate Excavation Items in Section 120. Grading and finishing other than subgrade areas will be included in the price of the other respective items of work involved. In areas where Special Borrow material is required as stipulated in Subsection 170.60, the material shall be paid for as Special Borrow. The provisions of Subsection 120.81 shall apply when the Special Borrow is obtained from excavated materials. 170.82 Payment Items. 170. Fine Grading and compacting- Subgradc Areas Square Yards 150.1 Special Borrow Cubic Yard End Of Section SECTION 767 MULCHING; SEED FOR EROSION CONTROL 767.20 General. The work covered under this section is comprised removal and stock piling of all existing wood chip mulch and ground cover, resetting all wood chip much and ground cover as required to complete the work as shown on the plans and as directed by the Engineer. The work shall be performed in accordance with the lines and grades as shown on the plans and as directed by the Engineer. 767.40 Materials. All wood chip mulch shall be as those existing on the site prior to beginning construction. Any additional materials required to match the final ground cover limits and appearance shall match the existing ground cover a closely as physically possible,to the satisfaction of the owner. 767.60 Execution. Wood chip mulch shall be installed to the lines, grades as shown on the plans and as directed by the Engineer. 767.80 Method of Measurement. Wood chip mulch shall be measured per cubic yard in place complete, as shown on the plans or as directed by the Engineer. 767.81 Basis for Payment. Wood chip mulch shall be paid for at the contract unit price per cubic yard, in place complete. The unit price shall include all materials, tools, equipment, labor required to complete the work as shown on the plans in place complete. 767.82 Payment Items. 767.4. Wood Chip Mulch Cubic Yards End Of Section SECTION 405 GRAVEL BASE COURSE 405.20 General Gravel base course shall consist of approved gravel placed upon the subgrade or on sub-base as directed and in accordance with these specifications and in reasonable close conformity with the lines and grades shown on the plans or established by the Engineer. 405.60 Materials. All gravel shall consist of suitable materials uniformly distributed and thoroughly compacted. Where gravel suitable material can not be obtained from on site excavations, the material shall consist of satisfactory off site borrow material. Gravel shall consist of insert material that is hard, durable stone and coarse sand, free from loam and clay, surface coatings and delirious materials. Gradation requirements for gravel shall be determined by ASSHTO-T11 and T27 and shall conform to the following: Sieve Designation Percent Passing By Weight 1/2 in. 50-85 No. 4 40-75 No. 50 8-28 No. 200 0-10 Maximum size of stones in gravel: 3 inches largest dimension 405.61 Execution. The gravel shall be spread in layers upon the prepared sub-base or sub-grade from self spreading vehicles or with power graders of approved typed or by hand methods. Gravel shall be spread in layers not more than 4 inches thick, compacted measure. The gravel shall be compacted and placed to the tolerance as stipulated in section 401, Gravel sub-base. 405.80 Method of Measurement. Gravel used for base course will be measured per cubic yard for gravel for Base Course, including all materials, tools, equipment and labor required to complete the work in place complete. 405.81 Basis for Payment. Gravel used for base course will be paid for at the contract unit price per cubic yard of Gravel for Base Course, including all materials, tools, equipment and labor required to complete the work in place complete. 405.82 Payment Items. 405. Gravel for Base Course Cubic Yard End Of Section SECTION 460 CLASS I BITUMINOUS CONCRETE PAVEMENT TYPE 1-1 460.20 General. Class 1 bituminous concrete pavement shall be composed of mineral aggregate, mineral filler and bituminous material. The pavement shall be constructed in courses as shown on the plans or as directed on the prepared or existing base in accordance with these specifications and in close conformity with the lines, grades, compacted thickness and typical cross section as shown on the plans. Where plant inspection is maintained, the material will be considered acceptable for use when the specified tests from samples obtained at the production plant meet the requirements of M3.11.09 of the Standard Specifications. 460.60 Materials, Materials shall meet the requirements in the following sections of the Standard Specifications: Mineral Aggregate M3.11.04 Mineral Filler M3.11.05 Bituminous Material M3.11.06 460.61 Execution. All bituminous concrete shall be transported from the plant to the work in vehicles previously cleaned of all foreign materials. During transportation of the mixture from the plant to the spreader on the work, each load shall be fully covered at all times, without exception, with canvas or other suitable material of sufficient size and thickness to furnish complete protection. When and if the surface is in a condition which in the Engineer's judgment, is unsatisfactory for the direct placement of the surface course; it shall be sprayed as specified with a tack coat in the amount and by methods as directed by the Engineer. When it is required that the existing hardened surface shall be utilized as a base for the new pavement, a tack coat of bituminous material of the kind and grade as shown on the plans or as directed by the Engineer, shall be uniformly applied by mechanical means to the existing surface, at the rate of application of either 1/20 gat./s.y. or that and by the methods indicated on the plans or as directed by the Engineer, immediately prior to laying the course of the new pavement. The equipment for spreading and finishing shall be mechanical, self powered pavers, capable of spreading and finishing the mixture to line, grade, width and crown by means of fully automated controls for both longitudinal and transverse slope. The mixture shall be placed and compacted only at such times as to permit the proper inspection and checking by the Engineer. No mixture shall be placed unless the breakdown and intermediate rolling can be completed by the time the material has cooled to 170 degrees Fahrenheit and provided that the density of the completed pavement attains at least 95%of the laboratory compacted density. The mixtures shall be placed only upon approved surfaces that are clean from foreign materials and dry; and when weather conditions are suitable. All mixtures shall be deposited in an approved mechanical spreader and immediately spread thereby, and then struck off in a uniform layer to the full width required and of such depth that each course, when compacted, shall have the required thickness and shall conform to the grade and cross section contour specified. All edges of bituminous concrete pavement shall be straight and true upon final completion After the pavement mixture has been properly spread, initial compaction shall be obtained by the use of power rollers of approved design and weight per inch of width roller. The rollers shall be steel wheeled supplemented with pneumatic-tire rollers where required, or where permitted by the specifications, vibratory rollers. Steel wheel rollers for initial and intermediate rolling shall have a weight of not less than 240 pounds per square inch width of steel. Along curbs, structures and all places not accessible with a roller, the mixture shall be thoroughly compacted with mechanical tamping devices. The surface of the mixture after compaction shall be smooth and true to the established line and grade. The density of the completed pavement shall not be less than 95% of the densities obtained from laboratory compaction of a mixture composed of the same materials in like proportions. The finish surface of concrete pavements shall be to the lines, grades, elevations and typical cross sections as shown on the plans or as directed by the Engineer free of irregularities, imperfections and defects. 460.80 Method of Measurement. Bituminous concrete pavement shall be measured by the ton and shall be the actual and verified tonnage, complete in place and approved. The quantity shalt be determined only by weight slips that have been properly countersigned by the Engineer at the time of delivery. Bitumen used for tack coat, if required by the plans or specifications or ordered by the Engineer, will be measured as specified in section 468.80. 460.81 Basis for Payment. The tonnage for bituminous concrete, determined as provided above, shall be paid for at the contract unit price per ton of the kind of bituminous concrete required, complete in place complete including butt joint sealant, if required. Bitumen as specified herein to be paid for as tack coat, if required, will be paid for at the contract unit price per gallon under the item for Bitumen for Tack Coat, in place complete. 460.82 Payment Items. 460. Class I Bituminous Concrete pavement,Type 1-1 Ton 460.2 Class I Bituminous Concrete Pavement, Type I-1 Open Graded Ton 461. Class I Dense Bituminous Concrete, Type ST Ton 462. Class I Dense Binder Course for Bridges Ton 464, Bitumen for Tack Coat Gallon End Of Section SECTION 771 PLANTING TREES, SHRUBS AND GROUND COVER 771.20 General The work included in this section includes furnishing, installing, maintaining until final acceptance all plantings including trees and shrubs and ground cover. This work shall also include excavating existing plantings, trees and shrubs, balling and burlapping, stock piling, maintaining, relocating and replanting all plantings as shown on the plans or as directed by the Engineer. 771.40 Materials. All materials utilized under this section, shall meet the current prevailing industry standard for professional nurseries and landscaping. 771.60 Execution. All methods utilized under this section, shall meet the current prevailing industry standard for professional nurseries and landscaping. 771.80 Method of Measurement. Planting trees, shrubs and ground cover shall be measured as per each of Evergreen Trees / Shrub B & B and Deciduous Trees / Shrub B & B, in place complete, as shown on the plans or as directed by the Engineer. Removal and resetting of trees,shrubs and ground cover shall be measured as per each of Evergreen Tree 1 Shrub Remove & Reset and Deciduous Tree/ Shrub Remove & Reset, in place complete, as shown on the plans or as directed by the Engineer. 771.81 Basis for Payment. Planting trees, shrubs and ground cover shall be paid for at the applicable Contract unit price, per each, in place complete, as shown on the plans or as directed by the Engineer. Removal and resetting of trees, shrubs and ground cover shall be paid for at the applicable Contract unit price, per each, in place complete, as shown on the plans or as directed by the Engineer. 771.82 Payment Items. 772. Evergreen Trees B &B Each 775. Deciduous Trees B & B Each 777. Evergreen Shrub B &B Each 779. Deciduous Shrub B &B Each 782. Evergreen Tree Remove &Reset Each 785. Deciduous Tree Remove & Reset Each 787. Evergreen Shrub Remove&Reset Each 789. Deciduous Shrub Remove&Reset Each End Of Section SECTION 860 REFLECTORTZED PAVEMENT MARKINGS 860.20 General. The work covered under this section consists of furnishing and installing all reflectorized painted pavement markings as shown on the plans,to match existing or as designated by the Engineer. 860.40 Materials. All reflectorized pavement markings shall be to match existing colors of the existing parking stalls. The existing parking stall dimensions shall be recorded prior to removal of any bituminous concrete pavement, including stall length, stall width and actual stripe width and length. The new parking stall layout shall match the existing parking stall layout and dimension as closely a physically possible. All reflectorized pavement markings shall be 100 % acrylic based, low V.O.C., Volatile Organic Compound, fast drying paint. Acetone shall be the primary solvent of the reflectorized pavement marking paint. 860.60 Execution. The Contractor shall be responsible for layout of the new parking stall layout to match the pre-construction existing parking lot Iayout. The areas which will receive painted pavement markings shall be careful swept of all sand, dirt, dust and debris. The stripes of the parking stalls shall be carefully masked off to prevent over spray and delineate true straight parallel even parking stall delineation. The masking of the stall line shall ensure a true crisp, sharp edge to the new parking stall delineation lines. The reflectorized pavement markings shall be installed in strict accordance with the manufactures recommendations. No pavement markings shall be installed when the ambient air temperature falls out side of the range of 40 to 110 degrees Fahrenheit. No pavement markings shall be installed when the relative humidity is above 85%. The reflectorized painted pavement markings shall be applied by means of conventional compressed air and a spray nozzle as well as airless application devices. The contractor shall be responsible for protecting the newly applied painted pavement markings from pedestrian and vehicular traffic until the markings have fully cured. The Contractor shall make himself aware of the flame properties of the paint and solvents, and take all precautions to ensure the safety of all workers as well as the public pedestrian and vehicular traffic through out the application of the reflectorized painted pavement marking installation. The Contractor shall make all provisions to prevent over spay from coming into contact with all public and personal property. 860.80 Method of Measurement. Reflectorized painted pavement markings shall be measured per horizontal linear foot of reflectorized painted pavement actually installed in place complete, including all tools, materials and labor in place complete. 860.81 Basis for Payment. Reflectorized painted pavement markings shall be measured per horizontal linear foot of reflectorized painted pavement actually installed in place complete, including all tools, materials and labor in place complete. 860.82 Payment Items. 860.04 4 inch reflectorized white line painted Linear Foot 861.04 4 inch reflectorized yellow line painted Linear Foot End Of Section SECTION 901 CEMENT CONCRETE MASONRY 901.20 General The work covered under this section is comprised of furnishing and installing all Portland cement concrete, steel reinforcement and welded wire fabric as required to complete the work as shown on the plans and as directed by the Engineer. The work shall be performed in accordance with the lines and grades as shown on the plans and as directed by the Engineer. 901.40 Materials. Batch mixes for all concrete to be utilized on this project shall be submitted to the Engineer for approval prior to the onset of construction. All concrete used on this project shall be 4000 p.s.i., 3/4 in., 565 Cement Concrete masonry unless noted otherwise. All reinforcing steel shall conform to the requirements of ASTM A615, Grade 60. all welded wire reinforcement shall conform to the requirements of ASTM A185. 901.60 Execution. All concrete workmanship on this project shall conform to the requirements of The American Concrete Institute's, Building Code Requirements for Reinforced Concrete ACI 318-98. All concrete shall be placed upon a properly prepared base as described in section 170. All concrete shall be thoroughly vibrated by means of a mechanical vibrator to consolidate the concrete mix in place. All concrete shall be cured for 48 hours by means of water and cover with polyethylene sheets. All side walks shall be broom finished perpendicular to the path of traffic. All exposed edges shall be hazed tooled with a radius of 1/4". All sidewalks shall incorporate control joints at a maximum spacing of four feet and expansion joints at a maximum of 20 feet. All expansion joints shall be constructed with 1/2" thick preformed joint filler and sealed with 1/2'x1/2" elastrometric joint sealant (color, grey). The Engineer shall be notified 48 hours prior to the placement of any concrete on this project. 901.80 Method of Measurement. Cement concrete masonry shall be measured per cubic yard in place complete, as shown on the plans or as directed by the Engineer. All reinforcement and welded wire fabric shall be considered incidental to Cement Concrete Masonry for this project. 901.81 Basis for Payment. Cement concrete masonry shall be paid for at the contract unit price per cubic yard, in place complete. The unit price shall include all materials, tools, equipment, labor required to complete the work as shown on the plans in place complete. The cost of all reinforcement and welded wire fabric shall be considered incidental to Cement Concrete Masonry for this project. 901.82 Payment Items. 901. 4,000 p.s.i., 1-1/2 in., 565 Cement Concrete Masonry Cubic Yards 902. 3,500 p.s.i., 1-1/2 in., 520 Cement Concrete Masonry Cubic Yards 903. 3,000 p.s.i., 1-1/2 in., 470 Cement Concrete Masonry Cubic Yards 904. 4,000 p.s.i., 3/4 in., 565 Cement Concrete Masonry Cubic Yards End Of Section SECTION 999 MAINTENANCE AND PROTECTION OF TRAFFIC 999.20 GenerraL The work included in this section includes furnishing, installing, maintaining and final removal of a system of warning, caution devices and security system to preserve and protect the general public, pedestrian and vehicular traffic from harm or injury within or adjacent to the limits of work of this project. 999.40 Materials. The maintenance and protection of traffic system shall include suitable warning devices, barricades and security systems as requires to encompass the entire project limits of work. The contractor shall submit a maintenance and protection of traffic plan including a description and illustrations where deemed necessary for approval prior to beginning construction. The maintenance and protection of traffic system shall meet the requirements of all local, state and federal agencies having jurisdiction relative to the maintenance and protection of traffic plan. 999.60 Execution. The Contractor shall install the maintenance and protection of traffic system prior to the onset of construction, maintain the system throughout construction and remove the system upon completion of the construction work as shown on the plans, as submitted by the Contractor and approved by the Engineer or as directed by the Engineer. 999.80 Method of Measurement. Maintenance and protection of traffic shall be measured as a Lump Sum in place complete,as shown on the plans, as submitted by the Contractor and approved by the Engineer or as directed by the Engineer. 999.81 Basis for Payment. Maintenance and protection of traffic shall be paid for as a Lump Sum in place complete, as shown on the plans, as submitted by the Contractor and approved by the Engineer or as directed by the Engineer. 999.82 Payment Items. 999.1 Maintenance and Protection of Traffic Lump Sum End Of Section Construction Specifications for The Proposed Residential Subdivision Chapin & Day Street Agawam, Massachusetts l � Prepared For: The Town of Agawam Planning Board 36 Main Street Agawam, Massachusetts 01001-1837 Prepared By: Nicholson Engineering,Inc. Civil/Structural Engineersy�t� of Miss' 18 Ferris Street Qi� THOTiiI'f. Indian Orchard, MA 011 S 1 NJGHOt8oN o CIVIL No.39210 Date: September 18 5Q N'JU SUPPLIMENTAL SPECIFICATION INDEX 101. CLEARING AND GRUBBING 120. EXCAVATION 130. SAWCUT BITUMINOUS CONCRETE PAVEMENT 150. EMBANKMENTS 151. GRAVEL BACKFILL FOR STRUCTURES 170. GRADING 260. SUBDRAINS 405. GRAVEL BASE COURSE 460. CLASS I BITUMINOUS CONCRETE PAVEMENT TYPE I-1 580. CURB AND EDGING REMOVED AND RESET;REMOVED AND STACKED OR REMOVED AND DISCARDED 767. MULCHING; SEED FOR EROSION CONTROL 771. PLANTING TREES, SHRUBS AND GROUND COVER 860. REFLECTORIZED PAVEMENT MARKINGS 967. MEMBRANE WATERPROOFING AND PROTECTIVE COURSE 901. CEMENT CONCRETE MASONRY 999. MAINTENANCE AND PROTECTION OF TRAFFIC 1000. ALL OTHER COSTS SECTION 101 CLEARING AND GRUBBING 101.20 GeneraL This work shall consist of clearing, grubbing, cutting, removal and disposal of all vegetation and debris from areas within the Limit of Work as shown on the plans or as designated by the Engineer. The work shall also include the preservation from injury or defacement of all vegetation and objects designated on the plans or by the Engineer to remain. 101.60 Methods. The burning of trees, bush, stumps, etc. will not be permitted. The Contractor shall provide other satisfactory methods of disposal without additional compensation. The Contractor shall obtain written permission from the Engineer for use of storage areas within the Limit of Work as shown on the plans. The Contractor shall make all arrangements and negotiations necessary for the satisfactory disposal of trees, shrubs, stumps, roots, dead wood and other litter, in all areas within the limit of work and in such a manner that no condition or accumulation of material shall be permitted to disfigure, litter, obscure or mar the finished landscape. 101.61 Execution. The stumps of all trees, brush and major roots shall be grubbed and removed in all excavated areas and under all embankments where the original ground level is within 3-112 feet of the subgrade or slope embankment. All trees, stumps and brush shall be cut off within 6 inches of the ground in embankment areas where the original ground level is more than 3-112 feet below the subgrade or slope of embankments. Trees and shrubs that are specifically designated by the engineer not to be cut, removed, destroyed or trimmed shall be saved from harm or injury. All damage done to trees by the Contractor's operations within the limit of work shall be trimmed and painted where cut as directed by the engineer. 101.80 Method of Measurement. Clearing and grubbing shall be measured by the horizontal plane area in square acres designated or as required to complete the work as shown on the plans, to the satisfaction of the Owner. 101.81 Basis for Payment. Clearing and grubbing shall be paid for at the contract unit price per acre. When Clearing and Grubbing is not included in the proposal as a pay item, payment for any such work shall be included in the items of Earth Excavation or Borrow except as herein provided for the removal of trees and stumps. The contract unit price for clearing and grubbing shall include all materials, tools, equipment and labor required to complete the work in place complete. 101.82 Payment Items. 101. Clearing and Grubbing Acres 102. Selective Clearing and Trimming Acres 103. Tree Removal(Diameter Under 24 Inches) Each 104. Tree Removal(Diameter 24 Inches and Over) Each 105. Stump Removal Each 767.4 Wood Chip Mulch Cubic Yard End Of Section SECTION 120 EXCAVATION 120.20 General. This work shall consist of excavation, disposal and compaction of all materials not being removed under some other item which is encountered within the limits of work in accordance with the specifications and in close conformity with the lines, grades,thickness' and cross sections shown on the plans or established by the Engineer. All excavations will be classified as"Earth Excavation", "Class A"rock Excavation", "Muck Excavation", "Topsoil Excavated and Stacked", `Bituminous Concrete Excavation by Cold Planner" or "Unclassified Excavation", as hereafter described. Materials from all classes which are unsuitable and any surplus of suitable materials remaining after completing the formation of embankments, shoulders, approaches, widening of roadways or embankment slopes as directed or backfilling, will be known as waste and shall be properly disposed of by the Contractor outside the limits of work at his responsibility and expense, unless otherwise directed. Waste material shall not be disposed of in the flood channel areas of any body of water. 120.60 Earth Excavation. Earth Excavation shall consist of all excavation not included as Class "A" Rock Excavation or excavation which is otherwise classified and paid for. Unless otherwise provided for in the Contract, Earth Excavation shall also include as incidental to the general work the removal and disposal of abandoned junk cars, trash, signs, fences, guardrails, guide posts, bituminous concrete berms and debris of every nature. 120.22 Class A Rock Excavation. When encountered within the limits of work or unless provided for in the Proposal, Class A Rock Excavation shall consist of: (1). Igneous, metamorphic and sedimentary rock which cannot be excavated without blasting or the use of rippers. (2). All rock, stone, parts of stone, brick or cement concrete pavement, parts of cement concrete stone walls or masonry structures measuring one (1) cubic yard or more that require blasting for removal. 120.23 Muck Excavation. Muck Excavation shall consist of the removal and disposal of saturated mixtures of soils and organic matter not suitable for foundation material regardless of moisture content. 120.24 Topsoil Excavated and Stacked. The work to be done under this item shall consist of excavating topsoil from those areas as shown on the plans or as required to complete the work, and where directed, to the depths shown on the plans or as directed and stacking the topsoil in accordance with the provisions of subsection 120.65. 120.25 Bituminous Concrete by Cold Planner. The work to be done under this item shall consist of removing, by Cold Planer, bituminous concrete in areas as designated on the plans, as directed by the Engineer or as required to complete the work. 120.26 Unclassified Excavation. This work shall consist of all excavation not provided for elsewhere in the Contract,Proposal or Plans. 120.61 Execution. The Contractor shall prosecute his work in such a manner as to maintain and protect vehicular and pedestrian traffic adjacent to the limit of work to maintain and protect public safety and convenience. The contractor shall adequately protect all existing structures from damage during excavation adjacent to existing structures. The contractor shall adequately protect all existing above ground and below ground utilities adjacent to all excavations. The contractor shall contact "Dig Safe"prior to conducting any excavations on this project. The Contractor's attention is directed to the requirements of the Prevention of Water Pollution and Erosion, specifically to the requirements of the Massachusetts Wetlands Protection Act and the Rivers Protection Act. Equipment and means of excavation, backfill and compaction shall be submitted to the Engineer for approval prior to conducting any excavation. All suitable materials obtained from the excavation or from the removal of existing structures shall be used either in the formation of embankments, shoulders, slopes, loam or clay hardening, etc., or for backfill under, over or around structures, pipes, or drains and at such other places as directed and the material shall be placed and compacted in such a manner conforming to the specifications for the particular type of work required without additional compensation. It shall be the Contractor's responsibility to obtain from the Engineer approval for the use and placing of various materials encountered in the excavation. It shall be the responsibility of the Contractor to dispose of material designated as unsuitable and any excavated material which is not required, unless specified elsewhere in the Specifications. 120.80 Method of Measurement. All classes of excavation shall be measured by the cubic yard in place for each classification as defined within, designated or as required to complete the work as shown on the plans, to the satisfaction of the Owner. 120.81 Basis for Payment. All classes of excavation shall be paid for at the contract unit price per cubic yard of the particular type of excavation as defined hereinbefore. The contract unit price for all classes of excavation shall include all materials, tools, equipment and labor required to complete the work in place complete. 120.82 Payment Items. 120. Earth Excavation Cubic Yard 120.1 Unclassified Excavation Cubic Yazd 121. Class A Rock Excavation Cubic Yard 122. Presplitting Rock Square Yard 123. Muck Excavation Cubic Yard 125, Topsoil Excavated and Stacked Cubic Yard 129. Bituminous Concrete Excavation by Cold Planner Cubic Yazd End Of Section SECTION 130 SAW CUT BITUMINOUS CONCRETE PAVEMENT 130.20 General The work covered under this section shall include the cutting of all bituminous concrete pavement, where designated on the plans, required to complete the work or as directed by the Engineer, including all materials, tools, equipment and labor required to complete the work in place complete. 130.60 Materials. To be submitted to the Engineer for approval prior to construction as required. 130.61 Eaecutian. The cutting of all bituminous concrete pavement shall be conducted by means of a mechanical circular blade, water cooled as required. All saw cuts shall be extended to the full depth of each individual course of pavement, cut along neat straight lines, as shown on the plans or as directed by the Engineer. The Contractor shall be responsible for collecting and the proper disposal of all debris created by the saw cutting operations. 130.80 Method of Measurement. The saw cutting of all bituminous concrete pavement shall be measured at the Contract unit price per linear foot of actual saw cut completed, to the depths as shown on the plans, as directed by the Engineer or as required to complete the work as shown on the plans. Each successive sub layer of pavement which is cut, beneath a previous upper layer shall be measured separately. 130.81 Basis for Payment. The payment for saw cutting bituminous concrete pavement shall be paid for at the contract unit price per linear foot of saw cut actually conducted within the limits of work for this project. 130.82 Payment Items. 130. Saw Cut Bituminous Concrete Pavement Linear Foot End Of Section SECTION 150 EMBANKMENTS 150.20 GeneraL The work included in this section is comprised of the formation of embankments with suitable material obtained from excavation and borrow, thoroughly compacted to produce a stable embankment and as directed by the Engineer. The work shall be performed in accordance with the lines and grades as shown on the plans and as directed by the Engineer. 150.40 Materials. AD embankment material, whether coming from excavation or borrow shall consist of solid, sound mineral aggregate. It shall be free from deleterious, organic, elastic or foreign matter and shall be adequately graded for satisfactory compaction into a stabilized soil structure. All borrow material to be furnished shall meet the following requirements: Sand Borrow. Sand for the use in subdrain installation shall conform to the following requirements, meeting the following gradation requirements, as determined by AASHTO-TI I and T27: Percent Passing by Weight Passing Through Seive Designation Minimum Maximum 1/2 in. 100 3/8 in. 85 100 No. 4 60 100 No. 16 35 80 No. 50 10 55 No. 100 2 10 150.60 Execution. Sand borrow for sub drains shall be installed to the lines, grades as shown on the plans and as directed by the Engineer. Sand borrow for subdrains shall be hand tamped and compaced below and above all sub drains by means approved by the Engineer. 150.80 Method of Measurement. Sand borrow for sub drains shall be measured per cubic yard in place complete, as shown on the plans or as directed by the Engineer. 150.81 Basis for Payment. Sand borrow for sub drains shall be paid for at the contract unit price per cubic yard, in place complete. The unit price shall include all materials, tools, equipment, labor required to complete the work as shown on the plans in place complete. 150.82 Payment Items. 154. Sand Borrow Cubic Yards End Of Section SECTION 170 GRADING 170.20 General. The shaping, trimming, compacting and finishing of the surface of the subgrade, the grading and finishing of all unpaved shoulders and slopes, and the preparation of all areas for topsoil, loam, riprap or slope paving as shown on the plans or as directed, shall be constructed in accordance with these specifications .and in close conformance with the lines, grades and typical cross section shown on the plans or established by the Engineer. 170.60 Materials. To be submitted to the Engineer for approval prior to construction as required. 170.61 Execution. All soft and spongy material below the subgrade shall be removed to a depth as directed by the Engineer and backfilled with satisfactory material. Before surfacing or sub-base material is spread, the subgrade shall be shaped to a true surface conforming to the proposed cross sections as shown on the plans or as directed by the Engineer, and compacted in accordance with subsection 150.60 and 150.62. All depressions and high spots shall be filled with suitable material or removed and such areas again compacted until the surface is smooth and satisfactorily compacted. A tolerance of 1/2 inch above or below the finished subgrade will be allowed provided that this 1/2 inch above or below grade is not maintained for a distance longer than 50 feet. Any portion of the subgrade which is not accessible to a roller shall be thoroughly compacted with the mechanical tampers or by other adequate methods approved as satisfactory by the engineer. 170.80 Method of Measurement. The grading and compaction of the subgrade will be measured by the horizontal square yard at the plane at the bottom of the subgrade in all areas where subgrade was placed. Grading and finishing for the entire project will include grading work not included under the item of Fine Grading and Compaction(in subgrade areas). 170.81 Basis for Payment. Payment for the shaping and compacting of the subgrade as specified herein shall be included in the item for Fine Grading and compaction (in subgrade areas). The removal and disposal of material below subgrade will be paid for at the Contract unit price per cubic yard for the appropriate Excavation Items in Section 120. Grading and finishing other than subgrade areas will be included in the price of the other respective items of work involved. In areas where Special Borrow material is required as stipulated in Subsection 170.60,the material shall be paid for as Special Borrow. The provisions of Subsection 120.81 shall apply when the Special Borrow is obtained from excavated materials. 170.82 Payment Items. 170, Fine Grading and compacting- Subgrade Areas Square Yards 150.1 Special Borrow Cubic Yard End Of Section SECTION 767 MULCHING; SEED FOR EROSION CONTROL 767.20 General. The work covered under this section is comprised removal and stock piling of all existing wood chip mulch and ground cover, resetting all wood chip much and ground cover as required to complete the work as shown on the plans and as directed by the Engineer. The work shall be performed in accordance with the lines and grades as shown on the plans and as directed by the Engineer. 767.40 Materials. All wood chip mulch shall be as those existing on the site prior to beginning constructiorL Any additional materials required to match the final ground cover limits and appearance shall match the existing ground cover a closely as physically possible, to the satisfaction of the owner. 767.60 Execution. Wood chip mulch shall be installed to the lines, grades as shown on the plans and as directed by the Engineer. 767.80 Method of Measurement. Wood chip mulch shall be measured per cubic yard in place complete, as shown on the plans or as directed by the Engineer. 767.81 Basis for Payment. Wood chip mulch shall be paid for at the contract unit price per cubic yard, in place complete. The unit price shall include all materials, tools, equipment, labor required to complete the work as shown on the plans in place complete. 767.82 Payment Items. 767.4. Wood Chip Mulch Cubic Yards End Of Section SECTION 405 GRAVEL BASE COURSE 405.20 General. Gravel base course shall consist of approved gravel placed upon the subgrade or on sub-base as directed and in accordance with these specifications and in reasonable close conformity with the lines and grades shown on the plans or established by the Engineer. 405.60 Materials, All gravel shall consist of suitable materials uniformly distributed and thoroughly compacted. Where gravel suitable material can not be obtained from on site excavations, the material shall consist of satisfactory off site borrow material. Gravel shall consist of insert material that is hard, durable stone and coarse sand, free from loam and clay, surface coatings and delirious materials. Gradation requirements for gravel shall be determined by ASSHT4-T1 I and T27 and shall conform to the following: Sieve Designation Percent Passing By Wei t 1/2 in. 50-85 No. 4 40-75 No. 50 8-28 No. 200 0-10 Maximum size of stones in gravel: 3 inches largest dimension 405.61 Execution. The gravel shall be spread in layers upon the prepared sub-base or sub-grade from self spreading vehicles or with power graders of approved typed or by hand methods. Gravel shall be spread in layers not more than 4 inches thick, compacted measure. The gravel shall be compacted and placed to the tolerance as stipulated in section 401, Gravel sub-base. 405.80 Method of Measurement. Gravel used for base course will be measured per cubic yard for gravel for Base Course, including all materials, tools, equipment and labor required to complete the work in place complete. 405.81 Basis for Payment. Gravel used for base course will be paid for at the contract unit price per cubic yard of Gravel for Base Course, including all materials, tools, equipment and labor required to complete the work in place complete. 405.82 Payment Items. 405. Gravel for Base Course Cubic Yard End Of Section SECTION 460 CLASS I BITUMINOUS CONCRETE PAVEMENT TYPE I-1 460.20 GeneraL Class I bituminous concrete pavement shall be composed of mineral aggregate, mineral filler and bituminous material. The pavement shall be constructed in courses as shown on the plans or as directed on the prepared or existing base in accordance with these specifications and in close conformity with the lines, grades, compacted thickness and typical cross section as shown on the plans. Where plant inspection is maintained, the material will be considered acceptable for use when the specified tests from samples obtained at the production plant meet the requirements of M3.11.09 of the Standard Specifications. 460.60 Materials. Materials shall meet the requirements in the following sections of the Standard Specifications: Mineral Aggregate M3.11.04 Mineral Filler M3.11.05 Bituminous Material M3.11.06 460.61 Execution. All bituminous concrete shall be transported from the plant to the work in vehicles previously cleaned of all foreign materials. During transportation of the mixture from the plant to the spreader on the work, each load shall be fully covered at all times, without exception, with canvas or other suitable material of sufficient size and thickness to furnish complete protection When and if the surface is in a condition which in the Engineer's judgment, is unsatisfactory for the direct placement of the surface course; it shall be sprayed as specified with a tack coat in the amount and by methods as directed by the Engineer. When it is required that the existing hardened surface shall be utilized as a base for the new pavement, a tack coat of bituminous material of the kind and grade as shown on the plans or as directed by the Engineer, shall be uniformly applied by mechanical means to the existing surface, at the rate of application of either 1/20 gal./s.y. or that and by the methods indicated on the plans or as directed by the Engineer, immediately prior to laying the course of the new pavement. The equipment for spreading and finishing shall be mechanical, self powered pavers, capable of spreading and finishing the mixture to line, grade, width and crown by means of fully automated controls for both longitudinal and transverse slope. The mixture shall be placed and compacted only at such times as to permit the proper inspection and checking by the Engineer. No mixture shall be placed unless the breakdown and intermediate rolling can be completed by the time the material has cooled to 170 degrees Fahrenheit and provided that the density of the completed pavement attains at least 95% of the laboratory compacted density. The mixtures shall be placed only upon approved surfaces that are clean from foreign materials and dry; and when weather conditions are suitable. All mixtures shall be deposited in an approved mechanical spreader and immediately spread thereby; and then struck off in a uniform layer to the full width required and of such depth that each course, when compacted, shall have the required thickness and shall conform to the grade and cross section contour specified. All edges of bituminous concrete pavement shall be straight and true upon final completion. After the pavement mixture has been properly spread, initial compaction shall be obtained by the use of power rollers of approved design and weight per inch of width roller. The rollers shall be steel wheeled supplemented with pneumatic-tire rollers where required, or where permitted by the specifications, vibratory rollers. Steel wheel rollers for initial and intermediate rolling shall have a weight of not less than 240 pounds per square inch width of steel. Along curbs, structures and all places not accessible with a roller, the mixture shall be thoroughly compacted with mechanical tamping devices. The surface of the mixture after compaction shall be smooth and true to the established line and grade. The density of the completed pavement shall not be less than 95%of the densities obtained from laboratory compaction of a mixture composed of the same materials in like proportions. The finish surface of concrete pavements shall be to the lines, grades, elevations and typical cross sections as shown on the plans or as directed by the Engineer free of irregularities, imperfections and defects. 460.80 Method of Measurement. Bituminous concrete pavement shall be measured by the ton and shall be the actual and verified tonnage, complete in place and approved. The quantity shall be determined only by weight slips that have been properly countersigned by the Engineer at the time of delivery. Bitumen used for tack coat, if required by the plans or specifications or ordered by the Engineer, will be measured as specified in section 468.80. 460.81 Basis for Payment. The tonnage for bituminous concrete, determined as provided above, shall be paid for at the contract unit price per ton of the kind of bituminous concrete required, complete in place complete including butt joint sealant, if required. Bitumen as specified herein to be paid for as tack coat, if required, will be paid for at the contract unit price per gallon under the item for Bitumen for Tack Coat, in place complete. 460.82 Payment Items. 460. Class I Bituminous Concrete pavement, Type I-1 Ton 460.2 Class I Bituminous Concrete Pavement, Type I-1 Open Graded Ton 461. Class I Dense Bituminous Concrete, Type ST Ton 462, Class 1 Dense Binder Course for Bridges Ton 464. Bitumen for Tack Coat Gallon End Of Section SECTION 771 PLANTING TREES, SHRUBS AND GROUND COVER 771.20 General. The work included in this section includes furnishing, installing, maintaining until final acceptance all plantings including trees and shrubs and ground cover. This work shall also include excavating existing plantings, trees and shrubs, balling and burlapping, stock piling, maintaining, relocating and replanting all plantings as shown on the plans or as directed by the Engineer. 771.40 Materials. All materials utilized under this section, shall meet the current prevailing industry standard for professional nurseries and landscaping. 771.60 Execution. All methods utilized under this section, shall meet the current prevailing industry standard for professional nurseries and landscaping. 771.80 Method of Measurement. Pla.nfing trees, shrubs and ground cover shall be measured as per each of Evergreen Trees / Shrub B & B and Deciduous Trees / Shrub B & B, in place complete, as shown on the plans or as directed by the Engineer. Removal and resetting of trees, shrubs and ground cover shall be measured as per each of Evergreen Tree / Shrub Remove & Reset and Deciduous Tree / Shrub Remove & Reset, in place complete, as shown on the plans or as directed by the Engineer. 771.81 Basis for Payment. Planting trees, shrubs and ground cover shall be paid for at the applicable Contract unit price, per each, in place complete, as shown on the plans or as directed by the Engineer. Removal and resetting of trees, shrubs and ground cover shall be paid for at the applicable Contract unit price, per each, in place complete, as shown on the plans or as directed by the Engineer. 771.82 Payment Items. 772. Evergreen Trees B &B Each 775. Deciduous Trees B &B Each 777. Evergreen Shrub B & B Each 779. Deciduous Shrub B &B Each 782. Evergreen Tree Remove &Reset Each 785. Deciduous Tree Remove & Reset Each 787. Evergreen Shrub Remove &.Reset Each 789. Deciduous Shrub Remove & Reset Each End Of Section SECTION 860 REFLECTORIUD PAVEMENT MARKINGS 860.20 GeneraL The work covered under this section consists of furnishing and installing all reflectorized painted pavement markings as shown on the plans, to match existing or as designated by the Engineer. 860.40 Materials. All reflectorized pavement markings shall be to match existing colors of the existing parking stalls. The existing parking stall dimensions shall be recorded prior to removal of any bituminous concrete pavement, including stall length, stall width and actual stripe width and length. The new parking stall layout shall match the existing parking stall layout and dimension as closely a physically possible. All reflectorized pavement markings shall be 100 % acrylic based, low V.O.C., Volatile Organic Compound, fast drying paint. Acetone shall be the primary solvent of the reflectorized pavement marking paint. 860.60 Execution. The Contractor shall be responsible for layout of the new parking stall layout to match the pre-construction existing parking lot layout. The areas which will receive painted pavement markings shall be careful swept of all sand, dirt, dust and debris. The stripes of the parking stalls shall be carefully masked off to prevent over spray and delineate true straight parallel even parking stall delineation. The masking of the stall line shall ensure a true crisp,sharp edge to the new parking stall delineation lines. The reflectorized pavement markings shall be installed in strict accordance with the manufactures recommendations. No pavement markings shall be installed when the ambient air temperature falls out side of the range of 40 to 110 degrees Fahrenheit. No pavement markings shall be installed when the relative humidity is above 85%. The reflectorized painted pavement markings shall be applied by means of conventional compressed air and a spray nozzle as well as airless application devices. The contractor shall be responsible for protecting the newly applied painted pavement markings from pedestrian and vehicular traffic until the markings have fully cured. The Contractor shall make himself aware of the flame properties of the paint and solvents, and take all precautions to ensure the safety of all workers as well as the public pedestrian and vehicular traffic through out the application of the reflectorized painted pavement marking installation. The Contractor shall make all provisions to prevent over spay from coming into contact with all public and personal property. 860.80 Method of Measurement. Reflectorized painted pavement markings shall be measured per horizontal linear foot of reflectorized painted pavement actually installed in place complete, including all tools, materials and labor in place complete. 860.81 Basis for Payment. Reeectorized painted pavement markings shall be measured per horizontal linear foot of reflectorized painted pavement actually installed in place complete, including all tools, materials and labor in place complete. 860.82 Payment Items. 860.04 4 inch reflectorized white line painted Linear Foot 861,04 4 inch reflectorized yellow line painted Linear Foot End Of Section 1 SECTION 901 CEMENT CONCRETE MASONRY 901.20 GeneraL The work covered under this section is comprised of finmishing and installing all Portland cement concrete, steel reinforcement and welded wire fabric as required to complete the work as shown on the plans and as directed by the Engineer. The work shall be performed in accordance with the lines and grades as shown on the plans and as directed by the Engineer. 901.40 Materials. Batch mixes for all concrete to be utilized on this project shall be submitted to the Engineer for approval prior to the onset of construction. All concrete used on this project shall be 4000 p.s.i., 3/4 in., 565 Cement Concrete masonry unless noted otherwise. All reinforcing steel shall conform to the requirements of ASTM A615, Grade 60. all welded wire reinforcement shall conform to the requirements of ASTM A185. 901.60 Execution. All concrete workmanship on this project shall conform to the requirements of The American Concrete Institute's, Building Code Requirements for Reinforced Concrete ACI 318-98. All concrete shall be placed upon a properly prepared base as described in section 170. All concrete shall be thoroughly vibrated by means of a mechanical vibrator to consolidate the concrete mix in place. All concrete shall be cured for 48 hours by means of water and cover with polyethylene sheets. All side walks shall be broom finished perpendicular to the path of traffic. All exposed edges shall be hand tooled with a radius of 1/4". All sidewalks shall incorporate control joints at a maximum spacing of four feet and expansion joints at a maximum of 20 feet. All expansion joints shall be constructed with 1/2" thick preformed joint filler and sealed with 1/2'x1/2" elastrometric joint sealant (color, grey). The Engineer shall be notified 48 hours prior to the placement of any concrete on this project. 901.80 Method of Measurement. Cement concrete masonry shall be measured per cubic yard in place complete, as shown on the plans or as directed by the Engineer. All reinforcement and welded wire fabric shall be considered incidental to Cement Concrete Masonry for this project. 901.81 Basis for Payment. Cement concrete masonry shall be paid for at the contract unit price per cubic yard, in place complete. The unit price shall include all materials, tools, equipment, labor required to complete the work as shown on the plans in place complete. The cost of all reinforcement and welded wire fabric shall be considered incidental to Cement Concrete Masonry for this project. 901.82 Payment Items. 901. 4,000 p.s.i., I-I/2 in., 565 Cement Concrete Masonry Cubic Yards 902. 3,500 p.s.i., 1-1/2 in., 520 Cement Concrete Masonry Cubic Yards 903. 3,000 p.s.i., 1-1/2 in., 470 Cement Concrete Masonry Cubic Yards 904. 4,000 p.s.i., 3/4 in., 565 Cement Concrete Masonry Cubic Yards End Of Section SECTION 999 MAINTENANCE AND PROTECTION OF TRAFFIC 999.20 General. The work included in this section includes famishing, installing, maintaining and final removal of a system of warning, caution devices and security system to preserve and protect the general public, pedestrian and vehicular traffic from harm or injury within or adjacent to the limits of work of this project. 999.40 Materials. The maintenance and protection of traffic system shall include suitable warning devices, barricades and security systems as requires to encompass the entire project limits of work. The contractor shall submit a maintenance and protection of traffic plan including a description and illustrations where deemed necessary for approval prior to beginning construction. The maintenance and protection of traffic system Mall meet the requirements of all local, state and federal agencies having jurisdiction relative to the maintf. - gnd protection of traffic plan. F 999.60 Execution. �� F The Contractor shall install the maintenance andP protection of traffic system prior R construction, maintain the system throughout construction and remove the system upor construction work as shown on the plans, as submitted by the Contractor and approve � as directed by the Engineer. r ,r,: 999.80 Method of Measurement. >' Maintenance and protection of traffic shall be measured as a Lump Sum in place complete, as shown on the plans, as submitted by the Contractor and approved by the Engineer or as directed by the Engineer. 999.81 Basis for Payment. Maintenance and protection of traffic shall be paid for as a Lump Sun in place complete, as shown on the plans, as submitted by the Contractor and approved by the Engineer or as directed by the Engineer. 999.82 Payment Items. 999.1 Maintenance and Protection of Traffic Lump Sum End Of Section Environmental Study Report for The Proposed Residential Subdivision Chapin & Day Street Agawam, Massachusetts 0 yr � R Ma Prepared For: The Town of Agawam Planning Board 9 36 Main Street Agawam, Massachusetts 01001-1837NMI y` Prepared By: Nicholson Engineering, Inc. Civil/Structural Engineers 18 Ferris Street TIMOTHY IF NICHOLSON m Indian Orchard, MA 01151 a CIVIL -+ No,39210� Date: September 18, 2000 1 Table of Contents I. Existing Conditions............................................................................................................................4 II. Proposed Construction Activities...................................................................................................12 III. Anticipated Environmental Impacts...................................................................................................13 IV. Mitigation Plans and Proposals.........................................................................................................14 V. Summary..........................................................................................................................................15 VI. Preliminary Subdivision Plans.......................................................................................Appendix"A„ 2 List of Figures Figure1, Site Location Plan.....................................................................................................................5 Figure2, Site Topographic Plan...............................................................................................................6 Figure3, Site Soils Map..........................................................................................................................7 Figure 4, Site Soils Legend..................................................................................... ........8 ......................... Figure5, Site Soils Legend......................................................................................................................9 Figure6, Zoning Map.............................................................................................................................10 Figure7, Endangered Species Habitat Map.............................................................................................11 3 I. Existing Conditions The proposed project is a 1.77 acre parcel of land, located at the terminus of Chapin and Day Street in Agawam, Massachusetts (See Figure 1). The site is a partially cleared lot of land on the southern limit of an existing residential subdivision. The existing lots front on both Chapin and Day Street. The original Chapin and Day Street Subdivision was developed by J.F. Callanan, May 1909. The original subdivision plans were prepared by George N. Merrill & Co., Civil Engineers, Springfield, Massachusetts, May 1909. The parcel of land was subsequently re-surveyed by Durkee, White, Towne and Chapdelaine, dated April 10, 1974. The parcel is recorded in the Hampden Registry of Deeds, Book 4889, Page 122. The site is bounded to the south by Three Mile Brook and to the north, east and west by residential land uses. The majority of the site is currently developed as residential use, lawn, garden and a large gravel cul- de-sac at the south end of Chapin Street. The site drains primarily via sheet flow from north to south towards Three Mile Brook (See Figure 2). There is an existing Town of Agawam sanitary sewer and sanitary sewer easement which traverses the site, flowing from west to east. The existing sanitary sewer line plans, as provided by the Town of Agawam Engineering Department, show sanitary sewer line stubs, or tie-in within the site for future development. Both Chapin and Day Street are serviced by underground Town water and private overhead electrical utilities. The areas adjacent to Three Mile Brook, the banks and adjacent uplands are thickly wooded with small caliper trees, brush and vines. The portion of the lot adjacent to the existing Chapin and Day Street subdivision is primarily lawn area with a number of large caliper Maple and Oak trees. The lawn area in this local was created and is maintained by the adjacent property owner(s). The existing soils of the site are Ninigret, fine sandy loam, as mapped by the United States Department of Agriculture Soil Conservation Service(See Figure 3, 4& 5). Topographic features shown within are based upon an actual field survey conducted by Nicholson Engineering, Inc. dated August, 2000. Bordering vegetated wetlands and Riverfront areas, as regulated by the Wetlands protection Act and the Rivers Protection Act, where field delineated by Nicholson Engineering, Inc. and field verified by the Town of Agawam Conservation Commission, September, 2000. 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CONSERVATION SERVICE HAMPDEN COUNTY,MASSACHUSETTS,CENTRAL.PART SYMBOL NAME SYMBOL NAME AgA Agawam fine sandy loan,0 to 3 percent slopes H98 Hinckley loamy sand,3 to 8 percent slopes ASS Agawam fine sandy loam,3 to 8 percent slopes HgC Hinckley loamy sand,8 to I5 ocent slopes ASC Agawam fine sandy loam,8 to IS percent slopes R&D Hinckley loamy sanif,15 to 25 percent slopes AraB Amostown fine sandy loam,0 to 6 percent slopes - IigE Hinckley loamy$and,25 to_35 percent slopes Has Holyoke very fine lardy loam,3 to 6 percent slopes B38 Belgrade silt loam,0 to 8 percent slopes HoC Holyoke vary line sandy loam,8 to 15 percent slopes BID Broadbrook gravelly sill loam,3 to 8 percept slopes lye Holyoke-Rock outcrop complex,3 to 15 percent slopes BIC Bcoadbrook gravelly sill loam,8 to 15 percent slopes abs Broadbrook very stony at It loam,3 to 8 percent slopes - Lk Llmerlek silt loam Bhc Broadbrook very stony silt loam,8 to 15 percent slopes LuS Ludlow loam,3 to 8 percent slopes Bhp Broadbrook very stony sill loam,15 to 25 percent slopes LwB Ludlow very stony loam,0 to 8 percent slopes BkB Braadbrook extremely stony silt loam,3 to 8 percent slopes L%B Ludlow extreme) s Y tony loam,0 to a percent slopes BkC Broadbfook extremely stony silt loam,8 to IS percent slopes LxC Ludlow extremely atorry loam,8 to IS percent slopes 606 Brookfield extremely stony fide tardy Loam,3 tp 8 percent slopes Boc Brookfield extremely stony fine sandy loam,8 to 15 percent slopes fd38 Meckesville loam,3 to 8 percent slopes 800 Brookfield extremely stony fine sandy loam,15 to 25 percent slopes Mac Mieckesville loam,8 to 15 percent slopes SIC Brookfield-Rock outctop•Brimlieid complex,3 to 15 percent slopes Map Meckesville loam, 15 to 25 percent slopes BrD B(ookfield-Rock outcrop-Brimfield complex,15 to 25 percent slopes µbl3 Meckesville very stony foam,3 to 8 percent slopes SUS Buxton Variant sill foam,0 to 8 percent slopes MbC Meckesville very stony Iwm,a to 15 percent slopes Mho Meckesvilie very stony loam, 15 to 25 percent slopes CaA Carver loamy coarse sand,0 to 3 percent slopes Mica VACk sville extremely stony i0an,3 to 8 perca0 slopes Cab Casltm loamy coarse sand,3 to 8 percent slopes MCC Meckesville extremely stony loan,a to 15 percent slopes cdc Carver loamy coarse sand,a to 15 percent slopes MCD Meckesville extremely stony loam, 15 to 2S percent slopes CkB Charlton fine sandy loam,3 to 8 percent slopes MCA Merrimac saWy loam,0 to 3 percent slopes CkC Charlton fine sandy loam,8 to 15 percent slopes Moo Merrimac sardy loam,3 to 8 percent slopes Cm8 Charlton vay stony fine sandy loam,3 to 6 percent slopes MCC Merrimac sandy lam,B to 15 percent slopes CreC Charlton very stony line sandy loam,8 to 15 percent slopes Met) Merrimac sandy loam,15 to 25 percent slopes Cm0 Charlton very stony tine sandy loam,15 to 25 percent slopes films MontAuk fine sandy loam,3 to 6 percent slopes CnB Chariton extremely stony fine sandy loam,3 to 8 percent slopes Wins Ifonlauk extremely stony fine sandy loam,3 to 8 percent slopes CnC Charlton extremely stony line sandy loam,8 to 15 percent slopes MnC Well r extremely stony line sandy loam,8 to 15 percent slopes Cno Charlton extremely stony line sandy loam,15 to 25 percent slopes Mu Muck,deep COE Charltan and Narragansett extremely stony sails,steep • Mx Muck,shallow Cps Charlton•Holiis•Rock Outcrop complex,3 to 8 percent slopes CPC Charlton-Hollis-Rock outcrop complex,8 to 15 percent slopes Nab Narragansett very fine sandy loam,3 to 8 percent slopes CrC Charlton-Rock outcrop-Hollis complex,3 to 15 percent scopes Nac Narragansett Very line sandy foam,8 to 15 percent slopes CrD Chariton-Rock outcrop-Hollis complex,15 t0 25 percent slopes Nb6 Narragansett very stony very fine sandy loam,3 to 8 percent slopes De Deerfield loamy line Sand HbC Narragansett very stony very fine lardy loam,8 to 15 percent slopes US Eldridge loamy sand,0 to 6 percent stapes NCO Narragansett extremely stony very fine sandy loam,3 to 8 EaA Enfield silt loam,0 to 3 percent slopes percent slopes Ere Enfield sill loam,3 to 8 percent slopes Ncc Narragansett extremely stony very fine sandy€cam,8 to 15 EnC Infield silt loam,8 to 15 percent slopes percent slopes ES Enosburg loamy sand NCO Narragansett extremety stony very tine sandy loam,IS to 25 percent slopes GtB Gloucester sandy loam,3 to 8 percent slopes Ng N€nigret fine sandy loam,0 to 6 percent slopes GhB Gloucester very stony sandy loam,3 to 8 percent slopes GhC Gloucester very stony sandy loam,8 to 15 percent slopes Pas Paxton line sandy Iwm,3 to 8 percent slopes GxB Gloucester extremely stony sandy Iwm,3 to 8 percent slopes Pac Paxton fine sandy loam,8 to 15 percent slopes - GxC Gloucester extremely stony sandy loam,a to 15 percent slopes Pb6 Paxton very stony fine sandy loam,3 to 8 percent slopes GxD Gioucesler extremely stony sandy loam,15 to 25 percent slopes Poe Paxton very,stony fine sandy loam,a to 15 percent slopes POD Paxton very suw4 fine sandy loam,15 to 25 percent slopes Ha Hadley very fine sandy loam PCB Paxton extremely stony fine sandy loam,3 to 8 percent slopes hbA Hadley very fine sandy loam,high bottom,0 to 3 percent slopes Pee Paxton extremely stony fine sandy loam,8 to 15 percent slopes HbB Hadley very fine sandy loam,high bottom,3 to 6 percent slopes PCO Paxton extremely stony fine sandy loam, 15 to 25 percent slopes MgA Hinckley loamy sand,0 to 3 percent slopes Pe Peat SOIL LEGEPLD The first letter,always a capital.Is the initial letter of the soil name. The second leffer is a capital if the mapping unit is br'oadly defined;otherwise,it is a small letter, The third settel,always a capital A,B,C.D,or E shows the slope. Most symbols without a slope letter are those of nearly level soils,but some are for miscellaneous land types or broadly defined units that have a consider, able range of slope. PROJECT:2014.00 SITEARIVESHO DRW(� BY: TFN fI6URE4 DRW BY. TFIN PREIIMIMBYRESIDEAIIL�L SINNISIalYAU DATE: 9/18/00 CONTACT-. PETER SAYERS k d °Ra &Z Myt� °�4 L=,7l:.I1+=+1LlLrlrrlN WANOaM�� NOT TO SCALE U. S. DEPARTMENT OF AGRICULTURE HAtAPOEN COUNTY,MASSACHUSETTS,CENTRAL PART SOIL CONSERVATION SERVICE SYMBOL NAME Po t odrnk fine sandy loam PuA Pailux line sandy loam,0 to 3 percent slopes PUB Pollux fine sandy jam,3 to 6 percent slopes PuC Pollux fine sandy loam.I to 15 percent slopes Re Raynham silt loam Rd Rldgebury sandy loam ReA Rldgebray extra mely stony sandy loam,0 to 3 percent Slopes Rao Ridgebury extremely stony sandy loam,3 to 6 percent slopes Rf Rock outcrop RHD Rack outcrop-Holyoke complex,sloping • RH E Rock outcrop-Holyoke complex,steep s Ru Rumney fine sandy loam $a Saco Variant silt loam 5c SCanitc Variant silt loan 5e Scarbaro line sandy loam $0 Scituate fine sandy loam,3 to 8 percent slopes SI1B Scituate extremely stony fine sandy loam,3 to 8 percent slopes Sr8 Sudbury fine sandy loam,0 to 8 percent slopes Su Suncook loamy fine sand,0 to 5 percent slopes Te Terrace escarpments UaB Unadilla very lire sandy loam,3 to 8 percent slopes UK Unadilla very fine sandy loam,6 to 15 percent slopes Ub Urban land Um Urban land-Hadley-Winooski association • UK Urban land-Hickley-Windsor association • Uw urban land-Wethersfield•Paxton association e Wa Wareham loamy sand. Web Wethersfield line sandy loam,3 to 8 percent slopes WeC Wethersfield fine sandy loam,8 to 15 percent slopes Wi6 Wethersfield very stony fine sandy loam,3 to 8 percent slopes WfC Wethersfield very stony fine sandy loam,8 to 15 percent slopes WID Wethersfield very stony fine sandy loam,15 to 25 percent slopes WgB Wethersfield extremely story fine sandy loam,3 to 8 percent slopes WgC Wethersfield extremely stony fine sandy loam,8 to 15 percent slopes Wt0 "Ums1wo extremely stony Sine sandy team,15 to 25 percent stapes whA Whitman extremaly stony loam,0 to 3 percent slopes wmA Wilbraham extremely story silt foam,0 to 3 percent slopes WmB Wilbraham extremely stony silt loam,3 to 8 percent slopes WnA Windsor loamy sand,0 to 3 percent slopes Wn8 Windsor loamy sand,3 to 8 percent slopes WnC Windsor foamy sand,810 15 percent slopes WnD Windsor loamy sand, 15 to 25 percent slopes WnE Windsor loamy sand,25 to 35 percent slopes Wo Winooski sill loam WrA Woodbridge fine sandy loam,0 to 3 percent slopes WrB Woodbridge fine sandy loam,3 to 8 percent slopes Wso Woodbridge very story tine sandy loam,0 to 8 percent slopes WsC Woodbridge very stony fine sandy loam,8 to 15 percent slopes WIB Woodbridge extremely stony fine sandy loam,0 to 8 percent slopes WIC Woodbridge extremely stony tine sandy loam,I to I$percent slopes W10 Woodbridge extremely stony line sandy loam.I510 25 percent slopes + The composition of these units is more variable than ethers in the survey area, but has been controlled well enough to be Interpreted for the expected uses of the soles. PROJECT:2014.00 SnE SOU LE090 DRWN BY: TFN PREd�Jd� IMBYRES/BEA�TIAI SIIBOINSIONPIN IBM CHKD BY: TFN DATE: 9/18 00 CONTACT; PETER SAYERS @ ° °OR 22 10H NOT TO SCALE \ \f�► *1 P4�O r ° • �} 4r5' O r SQ SITS i s Z ONE. i •�• 1 � °anrr ¢ � a I a r ma wµ, AREA "�� T 8r r ...�. P LAN PL 0,0 LYE. � �� � � �• ter' `r, rti .a 4,' r Lfx'x �. f•�L �� � / / � cAX IGR/CUL TV RIC b 41- JJJESS ii 1'Nd I/S TRIAL _ 1'IVD4/S7R/.9L 8 . RESIDENCE A Ni T MUR MAP NPRft MBUR►WIB�EVIAL SUBBIVISION PLAN fIGURf 6 r` sAx�Rs MWOM Z DIV � KNEV DATE: g/�S/Oo NOT To SCALD NO 4. �.I � ,,� 1;�,., 1.i� !� .l ,`.r. .� . �qt' � ',1. i-�. I M- �.i7 •' I Ir SITE Zk e7 I �° � e :I' '/' ; `L �.� ��, 1 ��G•,tt_.�IA W � A NI rt ,. ;J! i. J.ia_rr�rrl•f111- -� ' �'. � � � :i Y:. '� .'� � r��,1, 'r•'.. RRO�ECT:2014.00 ENDUREAED SPECIES HABITATIIAP ORWN BY; TFN fIGUAE7 C H K Q BY: TFN PAEI1MIAfAAIAESIDEAITlA1 SUBD/YISIOJYPLIiY DATE: �� 8/Oa CONTACT, REFER SAYERS Qlya Hammug� NOT TO SCALE III. Anticipated Environmental Impacts Approximately 25% of the existing trees and shrubs at the site would need to be removed from the site to allow for the proposed construction activities. H. Proposed Construction Activities The project consists of the construction of three new residential dwellings, approximately 30.0'x60.0', two stories in height. A new bituminous concrete pavement cul-de-sac would be constructed off the south terminus of Chapin Street. Bituminous concrete driveways would be constructed to provide vehicular access from the cul-de-sac to the new residences. Underground water and sanitary sewer services would be extended from Chapin and Day Street to the proposed residences. Overhead electrical,telephone and cable television services would be constructed from the existing services on Chapin and Day Street to the new residential dwellings. Some limited clearing of tree and brush would be required prior to earth excavation and grading activities associated with the construction of the cul-de-sac, access drives and residences. Tree clearing would be kept to a minimum, only that as absolutely required to conduct earthwork and excavation. Haybale and sedimentation and erosion control systems would be installed at the limit of work,adjacent to all areas protected under the Wetlands Protection Act and The Rivers Protection Act prior to beginning any earthwork at the site. IV. Mitigation Plans and Proposals Limits of work have been designed to keep the areas of disturbance to a bare minimum, as required to complete the work as shown on the construction documents. Standard sedimentation and erosion control measures will be installed to minimize the potential for erosion and subsequent sediment migration toward regulated areas. All areas disturbed by construction activities shall be stabilized, either loamed and seeded or paved, as soon as feasible to minimize soil erosion and the potential for sediment to reach Three Mile Brook. Drywells shall be incorporated into the construction of each of the residences to meet pre and post development rates and quantity of stormwater runoff toward Three Mile Brook. The drywells will also aid in recharging groundwater as required by the Stormwater Water Quality Regulations. Oil/Water separator manholes and deep sump catchbasins have be incorporated into the construction documents to improve water quality prior to being discharged into Three Mile Brook. 14 VI. Preliminary Subdivision Plans 16 4 Appendix A ,I i r �a •k. ., 't Va 47 AK AV r . PROD ' `. IL *75 NIT p 5 LOC-AT-10.N.-MAP SCALE:9"=12W DRAWING INDEX SHEET NUMBER. TITLE. 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E ERAL NOTES �� . . fi W . .. . I . , . .. . . . . . .. RKEY, . . 1). EXISTING PROPET LINES ARE TAKEN FROIuI A PLAN PREPARED BY DU L PRIL 10 74 PLAN NO.• 89-5C}6 : . .. >s: wI�ITE T NE AND OFWPDELAINE DATED A 19 I ,,, .. 2 . EASEMENTS SHOWN ARE TAKEN FROM RECORDPLANS OfTHEAG�4WAI�IPHASE III, SANITARY 0 . . . - 11 . I . N F N F . 0 : 1. SEWER PROJECT PROVIDED BY THE AGAWAM ENGINEERING DEPARTMENT.' . . I - � - - �� _ - - - .�.:. �� - _ ..•� - _.._ 3): IXISTING LOT ZONING CLASSIFICATION: AGRICULTURE: . .: Z . . . I . ¢ . . I I I I a . I I . . • I Z _ - . I . . .. . . I I ur '. . . .. . .. - Kx w 11 - - I - - 7 11 ... . I L . I I I I`` S81 03'45"E yiiii4mm E .... _ _ ., _ 1. - .. y . Ir - - .. x I NF . EXISTING 30' SANITARY SEWER EAWENT ,:l . I . . I SO�RAN ACQUISITION N`F .• � . FURWlRTH FREDRICK S. �11 . , -.- - �," I. . . • . r- ..� R ' r"' I ; . r . . .. . . . . . ..- . . . .. . F- . W I . I . . I . 1 I . . . LQT 8- 3, MAP M 11. I. r I . . AREA: 77,474.75 S.F. (1.7785 ACRES) . _ I zd . . . N�F1. z I FURWIRTH FREDRICK S. L M - ZIll . . W i . I ♦W^ 4 _ Z r I y . Of© I . •L Z I I . . W . BROOK /AAA{y(/ .�iS, �t, r'� / L12 u h y u L 3 - .. {J - tt FA Y LENA M. LIT ROBERT TMREEM" - „', I I 1. I - R I I --�' I I _ - I I I . .� . .. --- ; : . J � �' . . . , i .. NF . N F1. - i � TETHER INC. .,' ®� - . 1 . DUIIAL R08ERT E -- . . . . - _ 1 - _ - - - ., _ _ - Y .. - . . _ _ . GRAPHIC CALF ' - . . . !o' 0' m AO +0 1. 0 { >� rBer ) . i >so rc. . �> . - , . . . . . . . .. . 1 . REVISIONS . . D1Z4wN BY. T.F.i sf DES CRIPTION EX/SThA CC �DI'TIONS SUR". L LAB . .. .:. . , 1. . -. . . . 1.� . .1PRoECTs�2oa � oTtfm 11. . . . . JOB, .: 2014.00 . N4 r . - . : . TBACE 1� _ . t ::. ;: CONTACT. lit, PETER . � u , : ' �P �f14 0'10� MAN MA 0' .1. ., - . " . 1. .: % 41. .. 4 . . 1. T®.. ( 0 �. w FAX. 4' 1 e: . . .. - I. . 1. 1. 1. . . 1. 1. ' " E-trW.. 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S1RC EAJ T S01/ ISf T ON 4,111" .. "_.l.. 1 . '." : 11 . R AIU AC Uli . 1 / . �� . - .. ,t. > ^\� . 11 - n, I �7 , , I . : .. .. i . I 1 / ..... . . . h /. . E . . / I .. .. . . 98.82 k .n. iib J ., . . . . . . V. . . I ' • . ,y . . . 1. K"�" ',. .. L ., �// , z8 E g8 r r 15 SIDE YARD� T� - -----'L:- -S -- - - �s . �/r � $ .: .:_ . . AWN AR ( G�' - �I _ '.: .. I I // c� ,,.; ,. . / 8. / I L EA 69 N . . L I �P �.�9 I / I SITE GRADING LEGEND / I / ., F- r-- 1 / // SANITARY / I Z .11 / g.23 I W . I 1 TERAL Q g # T.53 / m I W STI �� . '►y,,� _. I . I I I W .. L N NF _ tymAv Z • DRAINAGE MANHOLE 2.0 , ,/0.4 8 ACRE E I I w O . 11 / - - _ _ _ _ - _ _ __ � - ' r►s � W DRAINAGE CATCH RA'.RIN . I- ` �r -�} j -�r - I 5 / LAWN A � [D ❑ � D CAMpu`RaAf UORiJ117 tl. S /`IIT!"� O ORF.] , - v � ' a. f ,- I I o5 ' / a _Z� X 999.75 + SPOT GRADE ELEVATION . I 101. 3 I g' z 4. �,21�/ a 1 6- . 11 . I w W4STING0 I wIr I L�w�I AREA / � / I 5 - - -100Q- - ELEVATION CONTOUR . . . . f < a a.�6/ ._/ / I `n I// I ...-�� GRADE TO DRAIN `1 > / / Z i I z 4 g.21 , �_ / / I F STONE RIP-RAP I I .I o g.2 r - 27.0 / I V? . c� x - §6 �* � . I � I _ _ _ ) R 1.0 � r - 7,06 / I W _ - -S - - S SANITARY SEWER I' '� m 1ao -- - 97.77 / I � �.63 �, I _ - . I 4XISTING -p - - - D STORM DRAIN I l x EXISTING I � o1w I . I LAWN AREA /I XISTING /� L N AREA - - . . I r�r I -W- _ W POTABLE WATER _._- .�_ _ -- - - - - -- J . u POLE // GAROEN 1 / !� I GUARD RAIL .76 N EX "4 EXISTING 0q' I �S` / 4.36 ,. . . 01 Ce LAWN AREA / I WHEELCHAIR RAMP . --15' SIDE I D SETB_ACK_ it �, EXI T. RIM T. CB 3 � ■ . r _ - N 5 0 - - ` / ,�S` ,... __ --_.� �, -.�j\ EXISTING 4.46 �-Jm I 4- -- 0 © DUMPSTER � I I I 6 _ XISTING 30 "SANITARY SEWER EASMENb. ' , / Nc� LAWN 4.31 1■ -s �i c . . . I �i - 't �\ / � r /V/r _ _ vGc _ _ VGC . "D - I� - - VERTICAL GRANITE TE R I N`F I �,' / - _ _�'o\` I w oe _ - -1� I SOI/RAN ACQUISITION VE CA RAN CURB / I_ S ♦ r - - - _� ,.4 Q SGC SGC Q _ _ e � Tf' - - -- - - SLOPED GRANITE CURB FUR IRTH FREDRICK S. - � - � �r � I . � � s. I �"?; ti� q o I 'A \ �_ IN Ba.0_ _, _ BCC . _ �� I - NCI!-- , N w LAwly EXISTING ARL Am. � ' . 9� ,. 0�� . . I� I ... _.. BITUMINOUS CURB (6") . �► - - - - - rn I I g4,I/ _ �---� 0 � ,.� „� - - _ - - _ C TYPE A BITUMINOUS CURB �- $" set TYPE CC TYP C . .11 .. E m I v+ F, . � �� i� z 1 I HANDICAPPED PARKING SPACE i rn'�'�, I 11 \ I m W e . `' �i E ISTIN �' * I ■ �!*N%% _q� lio� 1,. BORING LOCATION ll \\ I � i � z C. A �/ LA N AR A � I � -� - \ . I * . 1 �� (0 c 0 U 1 - -92- ` oB oB STEEL BOLLARD . . I n s v I / ga.2 0 z �acr . . p.0 .tit I j%. cry 10: � o 0 I d_ SWL SWL AR f7 co 7 c Imo' �/ j% x 2 wl � SOLID WHITE LINE I / Et Erl. C. SERVIC��/ I 126 ® ® PUMP CHAMBER I ■ � v FLARED END SECTION v . �> / 0 �. / . N/F \toma . . . -\ _ _ �� _g �,I Q I !_ . \ I \ p► � � � �� � 1 ZEE w Z I 43 eD HEADWALL . . . )"URWIRTfi' FREDRICK S �'` \ 1 �� EW QEUAALITrTER I_ _ - � , , T. 8- 3- 2 EXISTING` � 1 7 HYDRANT - \ \ I � P�ti� 1 cs .0 sTRUCTURE _jZ AREA: �Q , (0.4591 AC AREA 1 N 1 � . .� \'R SAR S� ■ ■ ■ ■ �- .. E * _ . Cr I t " ��� I Q � qu UTILITY POLE . ... ., fn. N'�\ I.. �, . . 4, a I NEW SEDIMENTATION � . � O . \ I "9 W \ / k _ �,. y t f AND EROSION � t g1.23 Lv -o- �-- SIGN ` I - . O� \ \V• // �A, - �� // NEW STONE LLE ! � (GONTROLTYkCAL)SYSTEM! `\ i Q I m ►� GATE VALVE \ice \\ 96.6'1 � / D / \ ` � � � � � � Z . I9 ��. 8"- 3� 1 _ J - - \ --] 1 * * LIGHT . \ \ Y I �`� AREA\ 34665.18 S.F. 4 - - -- - r \ 1�3 ACRES // , / \ � I I . . I - _ I z O l j .. I \ . 1 \ \ - EW SE�ITKI ON � -J \ 15' SIDEYAAI SETBAGK- _ , -- .__J F . I _ N9 -EROSION � TATED __- _-_ - �� _ I \ - VEC Lam-_ -�- -�__ _ _ V3 GENERAL NQTE : I \ NTROL SYSTEM -�'�' - � \�� - g `ANC '88, X '� g f . W I ( \cAL) - _ - - -�� � �X gi�9 � � I 1). ALL ELEVATIONS ARE BASED UPON AN ASSUMED DATUM, _ BROOK ��"''� PK "A" ELEVATION= 100.00. N F I � l _ _ \ _ ! BORDERING- _ ��'' - - tee_ 2). ALL TOPOGRAPHIC FEATURES SHOWN ARE BASED UPON AN { I ` �,,. _„� r _ - - - ACTUAL FIELD SURVEY CONDUCTED BY NICHOLSON ENGINEERING INC., I \ -so- - r- -,.-.- -�-� J - ! •�fI-IR _ o.00 DATED DUNE 24, 2000. 1 . . FAY LENA LIT ROBERT I _ . . . . , . / - ----.----- h, ...-. � - II �r I . I I . I ,� . ) A �t I I / 1 .�' I I 1- / � 1 r I �� j/ iL ,/ ' '/, '/�" / �S _. I N F L_ -� N�F I S FETHER INC, D(11/AL ROBERT E. IP�o % \ I-- E \ . I ��' \ . I �o GRAPHIC SCALE I ' o m as +o so v . . ( nN >�r ) 1 inch 8E1 tt. . . REVISIONS DRAWN BY: sYr��o DATE DEscR1PTlold ���" �� s LOT LA Y4UT UTILITY GRAD/N .� �r DRAINAGE PLAN DATE: $ ., Q2� TIMOTHY F. nSG f 1 FILES E:\PROJECTS\201�4\GRADlNG1 � i PREPAi� BY; � NICI�aI sore m ol �0B NO.: o .o© . .. .1 . . ,ro wYtAs Irc�lo�s CIVIL NEW RESIDENTIAL SUBDIVISION PLAN CONTIkCT: .fvIR. P ER Y TQtACE i8 FF} IS STREET p No.39210�0 001-_� . . . . . . ww , MA OM �DIA�I OR0"s MA OMI G� ( APNV AND DAY STREET {4 � T,'. .. . . . . " . ;. . . . .. . . . . . . . . . . � . . . . . 1: .. I . . . EL C413) 543--3= r�� AGAWA MASSACHUSETTS .1 .1 .m . ... i : I � � � . .. ' .. .. . .. . I . . .. I . .. . . 1 . . FAQ (413) 643-�M '' : ..' coM y _ . . . . SCALE fi20'-a DATE 8/'V00 SIf.�T 4 OF 5 . . . -. .,. .. ., .. r ,,... ., .. .. a.. - ... _.... .... -.� .. . . EXISTING RIM: 204.22 CAST IRON FRAME & COVER (LEBARON LT 104 . FINISHED 8" 24" 8" w/ LETTER "D") SET IN FULL BED OF MORTAR. LAWN AREAS PAVEMENT AREAS GRADE ADJUST TO GRADE AS REQUIRED WITH VITRIFIED CLAY BRICK AND MORTAR. 12" GENERAL NOTES: MORTAR u u u I I u GENERAL NOTES: TOP SOIL " \ u SAW CUT TYP. 1. REINFORCED STEEL CONFORMS 1. REINFORCED STEEL CONFORMS fi ORGANIC ) TO LATEST A185 SPEC. v LOAMY SAND t `; 12" COMPACTED GRAVEL Q 0.12 SQ. IN./LINEAL FT. AND o v „ TO LATEST A1$5 SPEC. v ' 0.12 SQ. 1N.(BOTH WAYS) 12 0.12 SQ. !N./LINEAL FT, AND " Z. Q 0.12 SQ. IN.(BOTH WAYS) ~ v NEW 12 o SDR35 BASE BOTTOM. U Z BASE BOTTOM. w• . Q P.V.C. DRAW LINE 00 d a STEPS i ORDINARY TRENCH INV.: 200.00 2. CONCRETE COMPRESSIVELi I 2. CONCRETE COMPRESSIVE I BACKFILL (TYP.) :Q STRENGTH-4000 PSI MIN. Cy v o STRENGTH-4000 PSI MIN. 3. MANHOLE DESIGN-SPECS, w a 3. MANHOLE DESIGN-SPECS. HAND TOOL NEW CONFORMS TO LATEST ASTM CONFORMS TO LATEST ASTM Q 14"0 OPENING C478 SPEC. FOR "PRECAST 4'-0" C478 SPEC. FOR "PRECAST 8" SAND ALL IN EXISTING SIDEWALL REINFORCED CONCRETE UTILITY PIPE AROUND ' TO RECEIVE NEW 12"0 �Q REINFORCED CONCR)=TE (�'•) p MANHOLE SECTIONS". PRECAST REINF. MANHOLE SECTIONS". DRAIN LINE o v CONC. BARRELS . v 4. STEPS SHALL BE STEEL uj .I a 4. STEPS SHALL BE STEEL 2' 0" REINFORCED COPOLYMER V REINFORCED COPOLYMER O POLYPROPYLENE PLASTIC PER POLYPROPYLENE PLASTIC PER MINIMUM MeNQiES: Q HAND TOOL NON-SHRINK ASTM C 478,PARA. 11. MORTARED V Q ASTM C-478,PARA. 11. DRAINAGE: 4'-0" P OUTLET NON-SAG PORTLAND • .. CEMENT BASED GROUT 5. "V" PIPE OPENINGS w/ 2" MAX. _ v OPENINGS a ALL AROUND OUTSIDE PIPE CLEARANCE TO BE Z 5. "V" PIPE OPENINGS w/ 2" MAX. w O OUTSIDE PIPE CLEARANCE TO BE d:. CAST AS REQUIRED. m w N C.4�T .49 R270LUP97D. p A. 6. JOINT SEALANT SHALL BE � 6. JOINT SEALANT SHALL BE Q PREFORMED BUTYL RUBBER o. TYPICAL UTILITY TRENCH DETAILS 0 0 ,, . a . •. D. 3 MASTIC TAPE SEAL THAT COMPLIES � - PREFORMED BUTYL RUBBER w/ AASHTO SPECIFICATION M-198 OR � MASTIC TAPE SEAL THAT COMPLIES w/ AASHTO SPECIFICATION M-198 OR 3 SYNTHETIC RUBBER GASKET THAT SYNTHETIC RUBBER GASKET THAT 1/2" 1'-0" COMPLIES w/ C-443 OR C-361. COMPLIES w/ C-443 OR C-361. 12" COMPACTED 7. BASE SECTION SHALL BE GRAVEL (TYP.) 7. BASE SECTION SHALL BE SECTION ONE POUR MONOLITHIC. ONE POUR MONOLITHIC. SECTION LAWN AREAS PAVEMENT AREAS TYPICAL DRAIN MANHOLEI 12 rj--� TYPICAL CATCH BASIN 3 6"ORGANIC ,\\,,\ : _r.._ , SAW CUT (TYP.) NOT TO SCALE LOAMY SAND '""�'�'�"��"' 12" COMPACTED GRAVEL NOT TO SCALE ORDINARY TRENCH 0 00 BACKFILL • WARNING TAPE } (2) 2"O SCH 40 P.V.C. CONDUITS FOR TEL & CABLE T.V. OD 6" SAND ALL7. 4"O SCH 40 P.V.C.AROUND CONDUIT FOR ELEC. SERVICE . _ 2'—D" 2'-O" �/ NOTES: (TYPICAL) 1). ALL UTILITY INSTALLATION SHALL CONFORM ' TO THE REQUIREMENTS OF THE LOCAL UTILITY ROADWAY PROVIDER / COMPANY, 6" TOP SOIL 1/4" PER FT. 12'-0" 12'-0" 4'-2" 30-0A „ TOP SOIL LOAM & SEED GRASS STRIP LOAM & SEED " UNDERGROUND ELECTRICAL \ 3� 1 6" REVEAL � 6 TOP SOIL / / 6" REVEAL TYPICAL TRENCH DETAILS (TYPICAL) 1 4" PER FOOT 1 4" PER FOOT (TYPICAL) LOAM & SEED 4 Ll ' ��• PBITUMINOUS 31/2- - 70- ROUND Q : —. — — — — -- — — �.�• LT EXISTING NEW 6" BITUMINOUS LIMITOF EXCAVATION NEW 6" BITUMINOUS GRADECONCRETE BERM 12" COMPACTED GRAVEL (TYP.) CONCRETE BERM K (TYP.) 10" EXISTING CONCRETE LANDSCAPING 2 6 2 (TYPICAL) GRADE 4" PROCESSED GRAVEL (TYP.) (TYPICAL) WALKWAY (TYP.) (SEE PLAN) " " " (TYP ) NOTE: SEE SITE PLAN FOR LIMITS OF CURBING AND -1-1/2" CLASS I BITUMINOUS CONCRETE TOP COURSE (TYPE 1-1)CURBING MATERIALS. 8" COMPACTED GRAVE (TYP.) 1 -1/2 CLASS I BITUMINOUS CONCRETE BINDER (TYPE 1-1) BITUMINOUS " _ .. CONCRETE `Q PAVEMENT TYPICAL ROADWAY SECTION 5 3 COMPACTED GRAVEL 2CAiS: Xcm TO $CATS PROCESSED GRAVEL BITUMINOUS CURB COMPACTED GRAVEL TYPE 1-•-1 TACK COAT (TYP.) s BIT CONIC . CURB 3 REVISIONS DRAWN BY: T.F.N. SYMBOL DATE DESCRIPTION `�" oe 4f4 SITE DETAILS DATE. 7/31/00 Q PREPARED FOR PWAM BY: Q� TIMOTHY F. y FILE: E: :PROJECTS\2014\DETAILSI MS. �r-Jo WYTAS NO*" ,, PJII HOISON PRELIMINARY SUBDIVISION PLAN Q CIVIL JOB NO.: 2 ETE S a CmTOPFER TB� m � FM SUM ,�No.39210WBT Q CONTACT: PETS SAYERS, SR. ra1S) 5s�6� Q10� T�4� 'ORCHAFID �' °�j CHAP�V STREET AGAWAM, MASSACHUSETTS SCALE AS SHOWN DATE 8J1100 SfEET 5 OF