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CHAPEL HILL-CLARK AVE - PLANNING r � / CITY OF SALEM PLANNING BOARD 2000 MAR -3 P 3: 43 FILE # March 3, 2008 CITY CLERK, SALEM, MAS5. Decision -Clark Avenue/Chapel Hill Form G-Definitive Subdivision and Cluster Residential Development Special Permit Chapel I-fill, LLC 532 Lowell Street Peabody, MA 01960 Re: Chapel Hill- Clark Avenue (Map 6, Lots 7, 8,9) On November 1, 2007 the Planning Board of the City of Salem (hereinafter referred to as the "Planning Board" or"the Board") opened a public hearing regarding the application of Chapel Hill LLC(hereinafter referred to as the "Applicant" and/or"Owner") to allow construction of the Chapel Ffill Subdivision and associated roadways and utilities. The subdivision contains twenty-five (25) residential lots and one (1) lot zoned residential and industrial. Though it is not a condition, it is the Planning Board's understanding that Lot 21,zoned residential and industrial,cannot be developed as an industrial lot with the access from Clark Avenue through the residentially zoned portion of the lot. This is based on the opinion of the Assistant City Solicitor,dated October 15, 2007. It is important to note that the applications, which are the subject of this decision evolved from the following: 1. A Form B-Preliminary Subdivision Plan Application, which was submitted to the Board on January 4, 2006 and for which a decision was issued by the Board on April 21, 2006. The preliminary subdivision plan was a cluster, and this approval directed the Owner to pursue a Cluster Residential Special Permit. 2. A Form GDefinitive Subdivision Plan and Cluster Residential Development Special Permit Application to allow construction of the Chapel 1•-511 Subdivision and associated roadways and utilities to service the construction of thirty seven (37) single family dwellings was submitted on July 27, 2006 with plans dated June 28, 2006. The item was opened at the Planning Board on September 21, 2006 and the public hearing was continued to October 19,2006, November 17, 2006, December 7, 2006,January 4, 2007, January 18, 2007, February 15, 2007, March 15, 2007, April 5, 2007, and June 21, 2007. 3. On June 21, 2007 the Planning Board voted to recommend approval for a Zoning Ordinance Amendment to rezone eight parcels on dark Avenue (Map 6, Parcels 4, 6, 8, 9, 10, 15, 17, and 19) from Industrial to Residential One Family. The City Council rezoned parcels 4, 6, 10, 15, 17, and 19 but did not rezone parcels 8 and 9, which are a portion of the proposed Chapel ffll Subdivision. 120 W,%sin,.N(;-m:.N S7ufaer, SALEM, MA, ;aACHUu0,cr7s 01970 . Tia.: 978.7,15.9595 F,1.y: 978J40.0,10-1 : i 4. A revised single cluster plan (revision dated June 11, 2007) was submitted on June 27, 1 2007 depicting 27 lou (accounting for the lots which were not rezoned). The public hearing was continued to July 19, 2007. The single cluster plan was further revised (August 20, 2007) to add additional details and the public hearing was continued to September 6, 2007. The initial application with all its revisions was voluntarily withdrawn without prejudice, by the Applicant on October 9, 2007 to rectify a potential issue of constructive approval due to the action of the Board in April of 2007 With regard to continuance. A new application was submitted on October 9, 2007, followed by revised plans (dated October 26,2007) which removed Jennifer Circle. This item was again opened at the Planning Board on November 1, 2007 and the public hearing was continued to December 6, 2007, December 20, 2007,January 17, 2008, February 7, 2008, and February 21, 2008. 5. It is important to note that all written materials, information, studies, peer reviews and any and all other correspondence involved in these applications were accepted as part of the record for the applications for which this decision is issued. At the regularly scheduled Planning Board meeting on February 21, 2008 the public hearing was closed and the Board voted by a vote of six (6) in favor(Puleo, Power, Collins,Ready, Kavanaugh,Hanscom) and none (0) opposed, to approve the Form GDefinitive Subdivision and Cluster Residential Development Special Permit. Furthermore the Board finds that all standards for the issuance of a Special Permit have been met by the Owner and that the Plan is in harmony with the purpose and intent of the Zoning Ordinance to protect and promote the health, safety,convenience and general welfare of the inhabitants of the city and will not result in a net negative environmental impact. The Board finds that the subdivision meets the purposes of cluster residential development because it promotes the more efficient use of land in harmony with existing natural features. The Board recognized that the building lots created and the buildings to be constructed thereon may have dimensional controls and density regulations varying from those otherwise permitted by the ordinance or by-law and the approvals are subject to the following conditions and waivers and/or relief: 1. Conformance with the Plan Work shall conform with the plans entitled, "Definitive Subdivision Plan Chapel 1-9 Salem Massachusetts", prepared by Eastern Land Survey Associates, Inc., 104 Lowell Street, Peabody, MA,01960,dated June 28, 2006, and revised June 11, 2007,August 20, 2007 and October 26, 2007. 2. Endorsement of the Plans Following the statutory twenty(20) day appeal period, the Planning Board will endorse the original subdivision plans, subject to conditions of this decision, which shall be recorded at the South Essex Registry of Deeds. Prior to endorsement of the plans, the following items must be submitted for approval by the Planning Board: a. A Covenant to secure the construction of ways and installation of municipal services, including required description of mortgages and assents of mortgagees. b. Acceptable form of grants of easements, d applicable. 2 c. This decision shall be referenced on the original plans prior to the endorsement by the Planning Board; the decision shall be recorded with the plans at the Southern Essex Registry of Deeds. 3. Amendments Any modification to the approved plans must receive the prior approval of the Planning Board unless deemed insignificant by the City Planner. Any waiver of conditions contained within this decision shall require the approval of the Planning Board. 4. Subdivision Regulations The Subdivision shall be constructed in accordance with the requirements of the Subdivision Rules and Regulations and any other applicable regulations as affected by this decision. 5. Waivers In approving the Plans, the Board is hereby granting the following waivers of the Subdivision Rules and Regulations: a. Section IV A.Lf Minimum Center Line Radii of Curved Streets is waived to allow construction and operations of the streets and ways as shown on the Plans; this waiver is being granted based on a recommendation from the consulting engineer that this does not negatively impact safety or vehicular circulation. b. Section IV A.4.a. Maximum Length of Dead-end Streets is waived based on the requirement for installation of sprinkler systems in the dwellings. In the judgment of the Board, the granting of the above waivers is in the public interest and consistent with the intent of the subdivision control law. 6. Transfer of Ownership Within five days of transfer of ownership of the subdivision,the Owner shall notify the Board in writing of the new owner's name and address. This shall not include the sale of lots within the subdivision in the ordinary course of business, but only a sale of the entire subdivision. The terms,conditions, restrictions and/or requirements of this decision shall be binding on the Owner and its successors and/or assigns. 7. Security(Section III(B)(5) of the Subdivision Regulations) Prior to the release of any lots for sale or building,the Planning Board shall require that an acceptable form of surety is posted along with a proposed schedule of releases. If partial release of surety is to be requested, the Planning Board may, at its discretion, require deposits to be broken down in amounts of anticipated requests for release. The applicant agrees to complete the required improvements in accordance with Section V of the Subdivision Regulations for the subdivision. Such construction and installation is to be secured by one and/or in part by the other of the following methods which may from time to time be varied by the applicant with the reasonable approval of the Planning Board: a. Endorsement of approval with covenant The Owner shall file a covenant, prior to endorsement by the Planning Board,executed and to be duly recorded with the Subdivision Plans by the owner of record, which instrument shall with the land, and shall state that such ways and services shown on the 3 approved plans shall be provided to serve any and all lots before any lot may be built upon or conveyed, other than by mortgage deed; and/or b. Endorsement of approval with bonds, surety or tri-party agreement The Owner shall either file a performance bond, a deposit of money or negotiable securities,or a tri-party agreement in an amount determined by the Board to be sufficient to cover the cost of all or any one phase of the sub-division of the improvements. Surety, if filed or deposited, shall be approved as to form and manner of execution by the Gry Solicitor and, as to sureties by the City Treasurer, and shall be contingent on the construction of the roadway through binder course. The amount of the surety shall be reasonably determined by the City of Salem Engineering Department and shall include an additional 10% to cover the cost of inflation or maintenance for eighteen (18) months after completion of the phase and release of surety. The Owner may file a covenant to secure the construction of ways and services for the entire sub-division and said covenant may be partially released for phases of the sub- division by bond,surety or tri-party agreement being filed for any phase or phases of the subdivision by execution of a recordable instrument so stating by the Planning Board. c. Timeframe The construction of all ways and the installation of all required municipal services shall be completed within 18 months from the date of receipt of bond or surety by the Board or within two years of the date of approval of the Definitive Plan,whichever is earlier. Failure to do so shall automatically rescind approval, unless an extension is granted by the Planning Board. 8. Homeowner's Association a. Draft Home Owners Association or Home Owner's Trust Documents shall be submitted to the Department of Planning and Community Development, for reasonable review as to form and content prior to the issuance of any Certificates of Occupancy for the proposed dwellings. These documents shall include the following responsibilities: i. Ownership and/or maintenance of the storm water management system; ii. Ownership and/or maintenance of the trail system and open space w. Ownership and/or maintenance of any walls located in the subdivision that are not situated on the lots in the sub-division. b. The City of Salem reserves the right to enforce the responsibilities and requirements of the Homeowner's Association documents. 9. Open Space Open Space as shown on the Plans and consisting of approximately 3.875 acres shall be perpetually preserved as open space. The Open Space shall be placed in a corporation or trust owned or to be owned by the owners of lots within the subdivision with provisions for limited easements for recreational use by residents of the Gty of Salem; provided that such ownership shall vest in the Board sufficient rights to enforce compliance with restrictions imposed by the Board as a condition of its Cluster Special Permit. The easement documents shall allow for 4 passive, non-motorized recreation and shall empower the City at its discretion, to make improvements to the trail system. The open space shall be opened for public use upon the issuance of the Certificate of Occupancy for the final dwelling or at such an earlier time as mutually agreed to by the applicant and the Board. 10. Salem Conservation Commission a. All work shall comply with the requirements of Order of Conditions N 64-434 issued by the Salem Conservation Commission. b. The applicant shall receive all necessary approvals from the Salem Conservation Commission prior to commencement of any work. 11. Trails Prior to the release of the final Certificate of Occupancy,the trail for the open space will be laid out, flagged and completed by the Owner. Trail segments will be cleared by manual cutting of brush and tree saplings to facilitate passage. All materials cut or cleared shall be chipped and left in place. No earthmoving, grading or mowing will occur. Small brush will be cut and dispersed into the umderbrvsh for wildlife habitat value. No tracked vehicles or mechanical equipment (other than chippers,clippers, loppers, and small chain saws for the clearing) will be employed. 12. Trail Signage Signage identifying the open space area is to be installed at the trailheads. Sign design and proposed location shall be submitted for approval to the City Planner prior to installation. Standard trail marking metal tags, used by the Conservation Commission,shall be placed on trees at eye height, and where trees are not present, on wooden posts or stakes at least three (3) feet high along the trail at appropriate intervals. 13.Sewer The applicant shall perform an infiltration and inflow identification and removal program for the approximate 2,700 linear foot sewer system to which the proposed subdivision shall discharge sewage. The program shall be completed and flows removed to the satisfaction of the City Engineer prior to the issuance of any certificates of occupancy. All pipes collecting sewage flow and discharging to the Highland Avenue pump station shall be included in the program. The program shall be performed in strict compliance with the latest Guidelines for Infiltration/Inflow Analyses and Sewer System Evaluation Survey, Revised January, 1993. No such work shall commence without first meeting with the City Engineer to review the scope of work All reports and summaries of work completed shall be reviewed by the City Engineer prior to the start of the next phase of work starting (phases are outlined in the Guidelines). It is expected that the applicant will remove all extraneous infiltration and inflow that is cost effective to remove up to an amount not to exceed a cost of $100,000. The amount of flow removed shall not be less than the amount of flow to be added by the proposed subdivision. 14.Infrastructure Improvements a. The applicant shall complete drainage improvements at the intersection of Clark Street and ©ark Avenue as depicted on the plan entitled "Clark Street Drainage Improvements", dated "January 9, 2008", revised February 13, 2008. The drainage improvements shall be completed to the satisfaction of the City Engineer, including 5 temporary pavement of the trenches, within 30-days of work starting on the proposed r subdivision site. In any event, no building permits will be issued prior to completion of these drainage improvements. Temporary paving shall remain and be maintained by the applicant, until the proposed subdivision is determined to be substantially complete by the Gty Engineer, at which time the applicant shall provide a full width pavement replacement program to the following limits from the center of the Clark Street/Clark Avenue Intersection: 240 feet easterly towards Bames Road, and 30 feet westerly towards Hghland Avenue. b. The pavement replacement program applied to Clark Street shall consist of grinding and removing no less than 4 inches of the existing pavement, from curb to curb, and replacement with 2-inches (or more if necessary) of binder and 2-inches of top pavement mix approved by the City Engineer. Final grading of the top mix shall promote stormwater conveyance to the newly installed and existing drainage facilities on Clark Street and not cause any issues with existing driveways. The pavement replacement program must be completed and approved by the City Engineer prior to the issuance of any certificates of occupancy. c. On Clark Avenue from the Clark Street/Clark Avenue intersection southerly to the existing vertical granite curbing, the applicant has agreed to patch all deficiencies and overlay with 2-inches of new pavement. This shall occur when the subdivision is deemed to be substantially complete by the Gty Engineer. d. If deemed necessary,prior to beginning drainage improvement work the applicant shall file a Request for Determination of Applicability with the Salem Conservation Commission and a Notice of Intent. 15. Safety Improvements The following safety improvements shall be completed prior to the issuance of any certificates of occupancy. a. Following a recommendation from the Traffic Impact Assessment prepared by Abend Associates, the applicant has agreed voluntarily to provide signage and striping at the intersections of all streets in the neighborhood. Following a recommendation from the Peer Review Engineer, the applicant has also agreed to paint a center line on a portion of existing Clark Avenue to guide motorists through the bend. The striping and signage shall be installed as shown on the "Traffic Improvement Plan", dated February 13, 2008,prepared by Eastern Land Survey Associates. i b. The applicant has agreed to paint a crosswalk which will lead from the end of the sidewalk on the northeasterly side of Clark Avenue to the sidewalk on the southwesterly side of Clark Avenue (which continues to the intersection with Clark Street). The exact location shall be approved by the Gty s Police Safety Officer. c. The applicant has agreed to install vertical granite curbing along the existing bitun-dnous concrete sidewalk at the northerly end of Clark Avenue from the end of the existing granite curbing on Clark Avenue northerly to the intersection of Clark Avenue and Clark Street; the applicant shall also repair the sidewalk as needed. 6 d. The applicant will purchase and mount a mirror on the existing utility pole near the bend on the existing section of Clark Avenue. The type of mirror and its location must be approved by the Gays Police Safety Officer. e. The applicant shall contribute $5,000 to the Gty to be used for the removal of a certain rock and realigning the fence impeding sight distance on dark Avenue. f. If a line of sight easement is granted to the Gty by the property owner of 1 Clark Avenue, the applicant shall prepare a plan showing the easement area to accompany easement documents prepared by the Gty Solicitor's Office. 16.Additional Special Conditions a. Sprinklers are to be designed and installed in accordance with NFPA 13D standards for the Installation of Sprinkler Systems in One and Two Family Dwellings and Manufactured homes as required by the Salem Fire Department. b. Retaining walls shall be constructed in compliance with the Massachusetts State Building Code CMR780. c. The following fences shall be shown on the plans prior to endorsement and installed prior to the issuance of any certificates of occupancy: i. A four(4) foot tall black chain link fence is to be installed on the top of the slope/retaining wall on Lots 2 through 8 and Lots 18 through 20. ii. A six foot tall wood stockade fence is to be installed on the property of 13 Clark Avenue on two sides: the side nearest to the subdivision entrance, and the rear. The fence would be along courses 556-31-OOW 130 feet, and 533- 29-OOE 134.47 feet. iii. A four foot tall slatted chain link fence shall be installed at the back of the sidewalk section of the retaining wall in the layout of Clark Avenue (adjacent to 21 ©ark Avenue). The fence will be installed from Station 0 +93 20 feet right to Station 1 +84 20 feet right. d. When the roadway into the subdivision is constructed, all trees removed from the row of arborvitae along the edge of 21 Clark Avenue are to be transplanted to the back of the existing row,or the same number of new trees of the same species and height shall be planted at the back of the existing row. This work will only be done provided permission is granted by the owner of 21 Clark Avenue and the execution of a release of liability is granted to the applicant and executed by the owner of 21 Clark Avenue. Any new trees planted shall be at least the height of the shortest tree in the row and no taller than the tallest tree. The developer shall guarantee the survival of the trees for a period of one year. e. Prior to the issuance of any certificates of occupancy three (3) boulders will be added to the Gty Conservation land at the end of Clark Avenue to prevent passage if agreed upon by the Salem Conservation Commission. 7 17. Sidewalks The applicant shall install bituminous concrete sidewalks with vertical granite curbing throughout the subdivision, according to the approved plans. Prior to endorsement the plans shall be revised to remove details of sloped granite. 18. Street Trees The species of street trees depicted on Sheets H 5 and 13 of the plans is to be determined by the City's Director of Public Services and be a minimum of 3 'h caliper DBH(diameter at breast height). 19. Lighting a. The Owner shall coordinate with the electric company and the City Electrician regarding the installation of street fighting within the Subdivision. b. The street lighting shall be the responsibility of the Owner until such time as the City accepts the streets. c. A final lighting plan shall be submitted to the City Planner and the City Electrician for review and approval prior to the issuance of any building permits for the proposed dwelling units. 20. Office of the Building Commissioner All work shall comply with the requirements of the office of the Salem Building Commissioner as affected by this decision. 21.Office of the City Engineer The applicant, his successors or assigns shall comply with all requirements of the City Engineer 22. Fire Department All work shall comply with the requirements of the Salem Fire Department as affected by this decision. 23. Health Department All work shall comply with the general requirements of the Salem Health Department as affected by this decision. 24. Board of Health(BOH) The Owner shall comply with the following specific conditions issued by the Board of Health: a. The individual presenting the plan to the Board of Health must notify the Health Agent of the name,address, and telephone number of the project (site) manager who will be on site and directly responsible for the construction of the project. b. If a DEP tracking number is issued for this site under the Massachusetts Contingency Plan, no structure shall be constructed until the Licensed Site Professional responsible for the site meets the DEP standards for the proposed use. c. A radon remediation kit is installed and is operational in each dwelling. d. A radon test is conducted following installation and operation of the remediation kit. The results must be given to the purchaser of the dwelling. 8 e. The developer will give the Health Agent a copy of the 21E report. f. The developer shall adhere to a drainage plan as approved by the City Engineer. g. The Developer shall employ a licensed pesticide applicator to exterminate the area prior to construction,demolition, and/or blasting and shall send a copy of the exterminator's invoice to the Health Agent. h. The developer shall maintain the area free from rodents throughout construction. i. The developer shall submit to the Health Agent a written plan for dust control and street sweeping which will occur during construction. j. The developer shall submit to the Health Agent a written plan for containment and removal of debris,vegetative waste, and unacceptable excavation material generated during demolition and/or construction. k. The Fire Department must approve the plan regarding access for fire fighting. 1. Noise levels from the resultant establishment(s) generated by operations, including but not limited to refrigeration and heating, shall not increase the broadband sound level by more than 10 dB(A) above the ambient levels measured at the property line. m. The developer shall disclose in writing to the Health Agent the origin of any fill material needed for the project. n. The resultant establishment shall dispose of all waste materials resulting from its operation in an environmentally sound manner as described by the Board of health. o. The drainage system for this project must be reviewed and approved by the Northeast Mosquito Control and Wetlands Management District. p. The developer shall notify the Health Agent when the project is complete for final inspection and confirmation that above conditions have been met. 25. Pre-Cons tnrc tion Conference Prior to the start of work on the approved subdivision, a pre-construction conference shall be scheduled with the City Planner, the City Engineer(or his designee), the Building Commissioner, the Health Agent, and any other departments that may be necessary. The Owner shall submit a construction schedule at the time of the pre-construction conference. 26. Construction Practices All construction shall be carried out in accordance with the following conditions: a. The operation of tools or equipment used in construction or demolition work shall occur in accordance with Salem Ordinance Section 22-2 (5): Construction and Blastine and between the hours of 5:00 AM and 5:00 PM on weekdays and Saturdays. No work shall take place on Sundays or holidays. The Planning Board 9 will agree to changes in the starting time, at the request of the applicant and if approved by a formal vote of the City Council, as per the ordinance. b. Any blasting, rock crushing, jack hammering, hydraulic blasting, or pile driving shall occur in accordance with Salem Ordinance Section 22-2 (5): Construction and Blasting and be limited to Monday-Friday between the hours of 8:00 AM and 5:00 PM. There shall be no blasting, rock crushing,jack hammering, hydraulic blasting, or pile driving on Saturdays, Sundays, or holidays. c. Blasting shall be undertaken in accordance with all local and state regulations. d. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided by the applicant to all abutters in writing at least 72 hours prior to commencement of construction of the project. e. All construction vehicles and equipment shall be cleaned prior to leaving the site so that they do not leave dirt and/or debris on surrounding roadways as they exit the site. f. The applicant shall abide by any and all applicable Hiles, regulations and ordinances of the City of Salem g. All construction vehicles and equipment left overnight at the site must be located completely on the site. h. No Street shall be closed without prior approval of the Department of Planning and Community Development, unless deemed an emergency by the Salem Police Department. 27. Blasting The applicant or argent shall distribute the flyers entitled, "Facts for Massachusetts Property Owners About Blasting" to all abutters within three hundred (300) feet of the blasting area. 28. Cons tniction Traffic a. With the exception of off-site improvements required as part of this decision, all construction will occur on site; no construction will occur or be staged within Gty right of ways. Any deviation from this shall be approved by the Department of Planning &Community Development prior to construction. b. A construction traffic management plan and schedule shall be submitted to the Department of Planning&Community Development for review and approval prior to the start of construction. c. Any roadways, driveways, or sidewalks damaged during construction shall be restored to their original condition by the Owner. d. The Owner shall clean constriction vehicles before they exit the construction site, and clean and sweep all streets affected by their construction truck traffic as necessary. 10 29. Progress Reports Upon the request of the Planning Board, the owner shall submit reports of the progress P 43 subdivision's completion. (UOtltl AAnn 30. Cleric of the Works CITY CLERK SALEM. MASS. The services of a consultant to serve as a Clerk of the Works shall be provided by the City,at the expense of the applicant, his successors or assigns as is deemed necessary by the City Planner. 31.Utilities Any utility installation for housing lou shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. All utilities shall be installed underground. 32. As-built Plans &Street Acceptance Plans As-built plans and Street Acceptance Plans,stamped by Registered Professional Engineer,shall be submitted to the Department of Planning and Community Development and Department of Public Services prior to the issuance of the final Certificate of Occupancy for the subdivision and/or the acceptance of any streets. The As-Built plans shall be submitted to the City Engineer in electronic file format suitable for the City's use and approved by the City Engineer,prior to the issuance of the final Certificate of Occupancy for the subdivision and/or the acceptance of any streets. A completed tie card,a blank copy(available at the Engineering Department) and a certification signed and stamped by the design engineer,stating that the work was completed in substantial compliance with the design drawing must be submitted to the City Engineer prior to the issuance of the final Certificate of Occupancy for the subdivision and/or the acceptance of any streets; as well as, any subsequent requirements by the City Engineer. 33. Violations Violations of any condition shall result in revocation of this permit by the Planning Board, unless the violation of such condition is cured within fourteen (14) days, or waived by a majority vote of the Planning Board. I certify that a copy of this decision and plans has been filed with the City Clerk and copies are on file with the Board. The decision shall not take effect until a copy of this decision beating the certification of the City Clerk that twenty(20) days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of record or is recorded on the Owners Certificate of Title if Registered Land. The owner or applicant, his successors or assigns, shall pay the fee for recording or registering. (({{��((,JJ���� Tom"'/Al Charles Puleo Chairman 11 __ -------- - ------ --- - __ __ _ _ - 1) T1 VE S UBDI 10 A 0 1 : I I I I , I P . . , ! I / i x I � � � A 1 C I-IA P E I_11LL I IN SALEM 9 1� S S CH US � GENERAL NOTES 7 I _ - P N . F I � _. i•y` - -. _ i,�i 7:�@E td1Ti l- }CiIPT'..<.� a .4 _�, l ,� g.. "' .1' I t..�ra;' 'k R _%.. ;�, I we ^`, ; r M +: Ti_ •r. �rS t Z 9 . - �, r t - - • L �„� _i e r. n n�4 fi' a 7 'Star, �� TS •�i'i, .7'j n!i� -I;.«'[L� �?'•"4 S- Pt!_a„` - :S' S• ! ty�'...,. ` ipv6 ou � , + r 1,h ,,, a. e fl .-I ,�� ,.�":; %+ t�. Y� o •SuE At'•m -;al •n - r N: ,f_� a ? d �r , �_, uI, oo r � ' '; ;A 'tiz 1:��' r k��/ . f INDEX TO DRAWINGS - G 4; F • r 11 _._ - . N ',, i•.. '� -. �.. ''I 1 I J r -�,~,�i.-,;i , (a �'A' , c, r n - e.L `} K h,• `r `,.rl:� 1 THIS PLAN /S THE RESUL T OF AN ON THE GROUND FIELD . ..., " ' _. cel ' 'stn K , ,-. 11 11_1�..�.t]ut ` i„-v,, il`i . J'!a i 1. '� e .\... t@'...`{�.. r.. SURVEY AND PUBLIC AND PRI VA TE PLANS. _� 'i eal,j I+ref. s;1}�,l, �;,; a t �, r `_ r. 1. Ir s `a �1,�5 L� 4,. Ir”"�. _ ,t* " SHEET 1 INDEX PLAN I. Y - �r r 2) UTILITIES SHOWN ARE BASED UPON FIELD SURVEY AND ; � ,' �!/ ��y= Y PLAN 1.,liarrho!nirr u�f - . y y, r.- z .^�� -4 :- ,r' a' e`' hL 1 _=r`..._- - c==-{lpn(L"{' '`';-. - -. -y=^;af„`-'"^ate- + ;i -_'7.T",..- i� . ''r ,/: l +v: . . .,. ,'r', . . _ .� _:3," . ,r. SHEE 1. RECORD PLANS AND ARE NOT NECESSARILY INDICA T7VE OF _ _ I. p _ . .':T, ., �.ha� i`} ",.,� ,;�' - ., ,.J i , a; '1l' v -,`�.."�,t ;If.�y SHEET 3 SUBDIVISION PLAN LOTS 1 20 UNDERGROUND CONDI T70NS ,: ?' _ } 1. 1.� >.- '- 1-112 ..ter (�Q%rf/ �.1.- �?. 1 yv J,LLS , 7 �..; - .. - ' 1. y �x I ' cJ ,', BDI S N A - .,.,"-4 a `,' s *� SHEET 5 TOPOGRAPHIC PLAN (LOTS 1 -206 I' �: I 3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND ''` `I— =: y� �a — '` - i, r '- i ! • 111 SHEET 6 TOPOGRAPHIC PLAN LOTS 21 26 ' - , •.'.,-_- _.i' ''ltr9 n �~ '\�,-' ' �:'1; ' ;",, ��.., .,, - acA�.pr.-:�,:T`t,i`•'�.° DETERMINING THE LOCA TION, SIZE AND ELEVA TION OF ALL r ,. is " �,, -_i N. '-, �,_ . 4 SHEET 7 PLAN & PROFILE CLARK AVENUE -. EXIS77NG UTILITIES,TIES, SHOWN OR NOT SHOWN ON THESE PLANS, _:�5 ;, ;..� r fT :,Ceda� . �t t a�. 1. _-,___+ SHEET 8 PLAN & PROFILE PRIOR TO ANY CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED �, ��. A,��t t.� _ ,'7 �_ '`. -�- _ -.�,' , _; . - , . .�. - '.. - I __�T-___ _: - - � r, I - J-- r SHEET 9 I TY EASEMENT -_ r,rtrr - - - _ -. :�-�- �.;T., I'.cearirYF'r S $Ct-y'.. ?` -•_ ;.�i',,, . ",r--,�.a ` -_' `` "' -. I pp \ 1 G p ,. v l _ri..J, > S r ,.,� `n ✓:. '` _ - - I,.F; - .1, �ti.�. \ /S- �`__ fv_ r 'J , _:�.L IN WRI TING OF ANY U77LI77ES FOUND INTERFERING WITH THE �, a:e-..-Parra r >r J. -.� g , ,� ,�•� r' �, - �, 'L_�rs� , . _ r ,�.i- - `�.� ,.H i�f , �,r' ... r ,6'i,�. I' l}f r 11,7 ,`1�.� _ ,._ - l .-"�I� - a�k _ :. ;;� :: = �ti�kro�c _ ��- �jJ SHEET 10 STORMWATER DETAILS PROPOSED CONS71gUCT/ON AND APPROPR/A TE REMEDIAL ACTION " � ,,,, ` " t,:< t ; �, -;- . ,{, �`; , ��-y, ". n 1 s A��� . � ATER DETA I L.S - .,. �:. - - : - , J,: �, x � � SHEET I I STORMW MMt1tg:am�A,�f Y a,'�.� +;:� n }/ru . � ty, f � _ t � C I. ,;,. t.. - G., ...✓�,f'.: _ ,/r �+ \.� -:C� e-':k I,.`_ - ,'i A I V BEFORE PROCEED/NG WITH THE WORK. �. ., , ,�i.,: 1 __,_- PRESSURE SEWER SYSTEM DET L z E,ti':, K ', r H } � ,_ / '), _ 1 F id - - _ r ..�ti ,' „=v ,h' r,-_`_-„ ,,,� r,• 1 ;.,,. r < - _H ,c p _ �r� •cnn••. ' DETAILS ��- SHEET 13 4 7N/S PLAN IS BASED ON THE REFERENCED PLANS DEEDS - :j,_ ., \r/4t:. 4, ,�".�.�!G -u.....r. ,, -" ,,..3 z-. ._: <. i. r t "' v �� Phe•[:ry wap .,, t �}, - - - _ -. �, - _ --- _ . -.� . e.�. ` - .:1.;1 ' ••"„a r,. • , -_ ,-_r. r• kC— C, - Nit _V --ly i -- - r-h "c- AND THE RESUL TS OF A FIELD SURVEY AS OF THIS DA TEr �,, T. -- - r y — �_ r _.: ;_ - ,,,. 4n.iii�n,p 1`1" ,: __._ 'k -"— \ - i - rtp.srrrttti — ura r �:w3 '.'' r #41ft-r,- "*, . 'i; - among .": , rot ';`_ _-_2.S _ r `t c.•,,. ,r. .. v�1.�.:..a,.. �..d. �. ,: r, E;.° --...... - ..rlfc'.{L!f(1 iJ - - :. i NO CER77FICATION IS INTENDED AS TO PROPERTY TITLE ,\„___L�� �. r{' a, , �d >__. - ,:::t '�' i.... e._ ac s� tir 11.. t4?„111 - fV - ,:-.' .-,..:.. :.,.,, rte_:- .) 'r-c_::..---. "•r =, ,rt_ .f- e :<. •( 'I. .,, ,`> r%i 1-`` -,. c. _ 'i'-''. ,_\ OR AS TO THE EXISTENCE OF UNWRITTEN OR UNRECORDED , ;'._ �_ �,r �'� N r }r .va'F:•rrs�`-''..`1r :11 h ".{ .�- ",a ,-'- .�5't t 4 t 'r �'f ..., is - - 1 - , ,.�1\ / �r..ay'. _.,J _V. :-, \J ',. ( ) r? a/' L' yt, _ia' ys'� �, , ,ISA _ �_•� y.; ,-- Z M ,r - - �� ” ��, p” : , �_ , - s5 P _w " - BARBARA DRISCOLL ET ALT. ti _ e ,.,l r'` '.r °� a. �...>;_ R 1,:::..Y -;2•'r,rtJ,�.tt1. _ ai }• =.'r '�._-.\ , T: �:k a 'x __ - r'r :v _ /' ! N - EASEME TS. �5 , F `, ` . , I 'stn. '" `' f�'; r' r \\ C ��'. ,_ , I EFINI VIS N v &,-: _' '�ti' Covtsj, / n r`� - jti�. 11, y' r.',l �._ �." _:, q_ - � r;1 <,"' `' �,.it ('�., ';'�' Jr{}.i., r�, t.t ', '-7 a'r r t ��' ;-- / .>-. �L 1.t2'. -�� i-- _ � .,'e •f ff t . ..;^ -r.r. )»s..✓ "{...\,;�_, �.. . _.: .-;,;,k ;i�.. i -' y '."� l - 1 S� - 'Eua.��., yam' ""rZ•i �kI - t'i. •.e.; .ty, r 5. WETLAND RESOURCE AREA BOUNDARIES DELINEA TED BY : ^Y,r, ,.t. \ _i::, .. ;.s ., �:+ e: ri%��f "-.• ,.;✓.. y -.'RR1j -i, `.r , t, : : � `A�. ,, tri ,?•'.• e �. r �" REFERENCES: '> 1 1 .: ( r i' .� , �` 1 r � '\ '';Y=Nt t ;c ^>t :;�'s r� e 1 r�€s J :hY` ,�;^e'Vtclnin �� — R/MMER ENVIRONMENTAL CONSULTING. _ ;. r . ,r s, i .. 3�j '< r.: .V f ` ' � y°r .4'ty.�.t:.t� -..x_e = ^•',�,. :'+'"�.VI.4�-.- 'r_'• 1_.� -_ `�.L :.iy \ -_i .l 4'. .:J y t. :tom „. -\A -w.".�„`-' -e"v _r - - .1 l � ,1L.r--_r_�,� rL..:._�. ._:.y'r (12 !071 � j t t".%�" '�, '°i:} r t`'�- Ip.il -~-t_.I-_ !." ci._�ii�',' :; ` -•SJ�.. , \- '��H':,•t ` ASSESSORS MAP 6 PARCELS 8 & P � C t it;. / .. .'�.: -�,,-._. ` .:r..1 =.. J9 •• �r !^�'°"' .,ri ,,;, ,r r�"�Sr'�_S -`.-�_ '.'' rte` _ { f +'r -.\ � '\._1 ' 6 THE OWNER SHALL CONFIRM COMPLIANCE WITH ALL APPLICABLE ., �_._, -- ,1. �f . a v Y . ^tb _;,.:_ pd % {.r /..-__�..y, r ''-✓c�.. o r r.-. �.�,_ :/ /t,." .v Y•x r "ir - �,�£ ,., i i'-� 'r '."rf,:: ,: �. ,.;_. !, r _ �. �_. -` r _,-:.-.cc .,\,_-_ ._=�"l�% v b� l.,.-: .', mss. ,r a : Al a,r. Brie ..4 ;'. ,,_,4 r... ,�^ '.•..4�'.,..�.�.. t. ..°.� t_.�.,.... ,. y ,;..i 1.-, :.,,.- , �. ' J � , �,_ �, . .� _ =r .,n_ _ ,.- ` 77 TLE REFERENCE. CERTIFICATES 36055 36056 & 36057 HE MATERIALS AND OR „�, _ ,r�,_Xrr - �_ . ` ; CODES AND REGULATIONS GOVERNING T ,_ 4-� .J _� - -- i.d: j.t4" ...a./_ya t, 'i-J. 7�'' "�¢- i. �1., , "' '., t :r }'] 6 .�s.. lr r r /'. �`"t J <' ' Y 1' \ ' ,.'/',.r - ., ,•,:';w _-.. �..: .,.,ty.1... r c.♦: t:: '.y t, -� �...J.,,...y ,. ,> _-< .:1=."d r - .ter. ....:!� y"�.�-'.,r,•, 3 . _ �.. r., ,���J_, w �_ ,� y. .:, , . y Y Nor ,. .l, � a �� , D COURT 7159—B 7159 X ..�'Y >• ,. _, <.rr�:�4,n . ; �. y ::, ,_ 1 . r PLAN REFERENCES. LAN , METHODS OF INSTALLATION TION OF ANY IMPROVEMENTS DEPICTED -�_:� n l( , .1 Y +.'_.. I�;;;.s' t... �:�/' ,z `.�,rte.. r .."•.:. .�.. i ey. r ;s' �. _ �. -,w.r n-:,,.,.:n't ��`;1 rr o' Z, "C, �! / \--, , ;r, 1,� 'j,F_M ..•'y'!'T� ! i„ J._0y' ! ..: r< •ih i ';.� ;,: t ,F' :.7i✓', i n' C ✓'' r ^tei,.l�_ .,o /� "} }- t, ON THIS PLAN. �. , �, , ),,,� � 4 � v r��js � *i�� : � '. � � x_ ..i r._,..�, b'-: ^k :.� ..✓"Cf - y ^" :.S S)' .z u ter. f'' b. - -vy. - -,2' - :: �� i z j.:. i,.,.ar` 0• r-i.�-^`:"H `',W'^1� i r o;.." _ y .V►", , `� "=ZIT •'l r. - - �. .� _� , , � . . �r.t�..ry x -• r r,, f ; ., � ,t �-�R4� : .',Yr T 0 ZONING D I STR I CTS R 1 AND I �.',c , > �j ( +.i1 .1h, ::ty„e - •'Memorial , ` _ ! a, �_ r "I�1 >✓..r,.n rr .1 i -y,; i=4i�. ,y i'r..` `, Par i nAr u 'I _ ,` J.' , "_ _ fs -�t r•i 8~ : k , r' . u" I� -S�w , - , `•v ;K, J} y 4' sitz", !' 'vw"�ti `` ,>,`' �,..d. , f� , '.. ,, .� - ,}3,ph r..ltit s__..� -. •3y"°. "'i. , t I.:r�/�, :- � �;'. 4 .�!� Fratre' ,.� �`"i� j " _\.` g..,9-.:') �`.,,t� rd' p� - }_r.'_^k J rC�,.\ < r,:-" -�1 �} �'raC.' '.I,..rF'.:�s^+.7 .�':_;....�,.-, I . ::.:.4.,X!- r ia•;''r/ -:.fiG ^+ r 1..''r��r s ,•, .f _ ,t>� t,„r- 1,.,s _�, iF— ,Y.1'.'j_._ :� p }..tea.."a -}, , ,:._y,>. r..... .. -Feet,r Y.-.." �s" 4 ,;7-' �e:'i".r N :1 s•!i4 � _ ? - "j.. ''�,; •( _, a --s.H-»s V.l,r F i t N Vii.: /.i,71�"�._,�, S1 ) /., 4t;, dr ,g. ^s :xi ` �/'� - _•+X '.5 \•e.�.. •�t - f'•�''7•" '(.evxrS /;� ; './., t '.' ,`l. •�. .i ;a,., 1�r !_- ;!., ! ;i3a / __.2�.. \,r'{e:. y, _,. _ ll j S l�:Ir/ ,f.frr .t V �_�" t,. '.. 't J� �b a:�l / t f �4 ,� - rr, bt•r :-3 4G,f- \�� lr:N C �, _ F i. t t wl '" f w 1'w .Ita:ri t {.,� C„"�' y 'J �'.,'; '.t - r:- _ _ _ ,,fy', '4.'f 'r` T', t+.> °i '-+. "! .s a ,9µ ` - 1+ Vit'-�a„'rl. \� f tiL.nie I :!' .y yy'y My% :+t ( i'-'e Wil!'- -v'..1 ,^r , F' i �)scol t •\ \' , \. - ' "Ar 'rlL - .* \` f .,.,�r. ..'Kl _, .;a ?:. I i'W.7"" ..d- ` 1-=, .�.,tJ t.!< l+v •� w :„+,rl k i - .�'ra y s 1. .1-'( ,3 :=+r:.. _ ".j..2'f ;' s �` p ,�;'"'f �.: , \, �• - �. 7 \'= +7.. '`.7•hrr 1 rr Y'.t:a�a'-.t .,. .kr.' .� r ,. y :--:r: ,.?s ,�. . ,.`C'.,.. ... "�r:'r.'..L.r.,`"r.}: r J' I .♦ , f ,f 1, Rs J!, .6 C: '�. :.�.�.. f \. - L E G E N D o SMH EXISTING SEWER MANHOLE o SMH PROPOSED SEWER MANHOLE o DMH EXISTING DRAIN MANHOLE o ' DMH PROPOSED DRAIN MANHOLEOCUS MAP ® EXISTING CATCH BASIN e PROPOSED CATCH BASIN 000 _ . ; P?< EXISTING HYDRANT PROPOSED HYDRANT EXISTING WATER GATE -- PROPOSED WATER GATE 100.00 EXISTING SPOTGRADE 100 PROPOSED SPOTPROPOSED OGRADE DEFINITIVE SUBDIVISION PLAN 100x0 -o- UTILITY POLE • L PROPOSED LIGHT HILL i RETAINING WALL 0 FCMH PROPOSED FLUSHING CONNECTION CHAPEL I L I STONE WALL MANHOLE CURB SALEM , MASSACHUSETTS x x FENCE — RESOURCE AREA BOUNDARY � - o RESOURCE AREA BOUNDARY FLAG INDEX PLA N Prepared For Prepared By. FOR REGISTRY USE ONLY Town & Country Homes Eastern Land Survey Assoc., Inc. THIS DEFINITIVE SUBDIVISION PLAN HAS BEEN APPROVED 532 Lowell Street Christopher R. Mello P.L.S. BY THE C i TY OF SALEM PLANNING BOARD W i TH CONDITIONS Peabody, Mo. 01970 104 Lowell St, Peabody, Mass, 01960 WHICH ARE SET FORTH IN A DECISION DATED MARCH 3, 2008 (9 78) 531-8121 AND WHICH IS RECORDED HEREWITH. SCALE AS NOTED �".'" APPROVED qER THE SUBDIVISION CONTROL LAW I� I i � , I I THAT THIS PLAN CONFORMS I CHERYL LAPOINTE CLERK OF THE CITY OF SALEM, MASS. - ' :w - _ _-_ _-.._-__� °1% 1� HEREBY CERTIFY � .r � �� � ,��,�,,, TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY10��,' — � -- — - : t o INCHES 2 3 REGISTERS OF DEEDS OF THE COMMONWEALTH THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND r� �:-_,,;r r. , r,, �' - VDA �- -..�, _ Z� � _. _,41 �LA� OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING l � A - � � JUNE 28 2006 Christopher R. Mello ', �,.� /r' .. t ,,°r� t � �,' . f y` , . -. r'LS 31317 THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OF ..--- F 14089 L::'N ��/� SAID NOTICE. , `1 '- -�;�!" a � REVIS,IONS • _ 1. - � � .` / . JUNk l I , 2007 3. OCTOBER 26, 2007 I � IH- I , .�..� k,. CITY CLERK � c _ ^' ^ 2. AUGUST 20, 2007 SHEET I OF 13 DATE --- - �,�, "" �� + _ " - _,.V4 _ 1, Q � - - --- --- — . Ir 11 I N/F ALICE GEORGE JEANETTE LUCIANO JOSEPH PAUL & GA I L WILLIAM ESAM HORTON SLEISON FIALHO LORRAINE LOT 163 MUNROE, JR. ABDELGADIR Lor 158 LOT 159 LEBLANC GAGNE LOT 164 LOT 165 LOT 160 LOT 161 RICHARD O'DAY OPEN SPACE A LOT 3 LOT 4 LOT 5 LOT 6 LOT 2 ti LOT 7 KltijgERL ( SHEET g R Q AD \ LOT 15 LOT 8 LOT 1 LOT 16 LOT 17 LOT 20 S H E E T S _ 3 & JLOT 19 OT 1� L 0 T 18' LOT 9 OT 73 —_ SANDRA COT 7.,? HA TRAN LOT T � O - LOT 11 �E -7 vE I _ o P\v EN ® CL LOT 21 c,� / RciKOWSKI TE LocpT10N TAOEUsz BA ' W S H E F T S APP \G p STRICT LINE yL LOT 22 — zoNir LOT 26 4 LOT 23 O 1 � SURYA WIRO LOT 24 0 0 LOT 25 ZONING REQUIREMENTS R1 \ ITEM INDUSTRIAL RESIDENCE 1 RESIDENCE 1 (CLUSTER) \ I LOT AREA 40,000 SF. 15000 SF. ( NONE ) LOT WIDTH 150 FT. 100 FT. ( NONE ) \ LOT COVERAGE 45 % 30 % 30 % I v FRONT YARD 30 FT. 15 FT. 15 FT. SIDE YARD 30 FT. 10 FT. 10 FT. \ REAR YARD 30 FT. 30 FT. 30 FT. OBUILDING HEIGHT 45 FT. 35 FT. 35 FT. 1 _ I DEFINITIVE SUBDIVISION PLAN CHAPEL HILL i S � �o SALEM , MASSACHUSETTS I 40" NN�Ck 80 KEY MAP Prepared For Prepiared By. I FOR REGISTRY USE ONLY Town & Country Homes Eastern Land Survey Assoc., Inc. 532 Lowell Street Christopher R. Mello P.L.S. L YIIA' SANDPeabody, Mo. 01970 104 Lowell St, Peabody, Mass, 01960 & STONE COMPANY (978) 531-8121 ( SHEET 8 ) DENOTES PLAN & PROFILE SHEET NUMBER SCALE f i APPROVED DER THE SUBDIVISION CONTROL LAW a I HEREBY CERTIFY THAT THIS PLAN CONFORMS I, CHERYL LAPOINTE, CLERK OF THE CITY OF SALEM, MASS. = ' TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY { ,ms 0 60 120 180DA TE t r REGISTERS OF DEEDS OF THE COMMONWEALTH THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING A ..�:; . - Christopher R. Mello ; r r . '` JUNE 28, 2006 THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OF ,_ - �r ' • - _: _. ;A f' PLS 31317 F 14089 SAID NOTICE. ; � REVISIONS 0 �..• 1. JUNE 11, 2007 3. OCTOBER 267 2007 M * ; �v- 2. AUGUST 20, 2007 SHEET 2 OF 13 DATE —CJ-4)'14 �'�"' � �, „ CITY CLERK .� ; , i JEANETTE NIF PAUL HOR TON ALICE LEBLANC LOT 158 LUCIANO LOT )61 JOSEPH GEORGE LOT 159 SLEISON & GAILFIALHO LOT 160 LORRAINE WILLIAM _ RICHARD GA GNE L 0 T 163 MUNROE, JR. ESAM LOT 164 ABDELGADIR O'DA Y N85�9'10~w LOT 165 •� 9 h 951.48' g�8g, 18p 8g, " 119•42 ' 3.06 L 0 T 3 66-91 1 41 OPEN SPACE A s8'S8°2,E \C �� - 8,376--L- S.F. 1 o L 0T 4 3 9O°O' 168,800--& S.F. '�2 N �- 438E S.F� L 0 T 5 3.8751± A c. moo' L 0 T 2 �� �, " 8..383± S.F. Doo. \ _ \ � `�" p-35'15 32 d`,9�8• ~ 4. � � LOT 6 y 0 8,270± S.F. ��, _80.00 4¢ ss o?� , �o o° \2� , °5' L=204.20 20 t� e , 7, 128± S.F. s ,W 90-00 416 \ �' srtjS3o+ .o'`ry " lLj F [�8 X839. _ o• LOT 7 48 02 41 40 �ry ��yhC 90•°0 °° L=141.37 �� R,233 L=10.99 4� °� -16'15" Ss¢bs• �� 6'g • t=104..31 9,�'2O~ 8, 705-+ S.F. 84 ? `�°'jy ?5.34 3p~ R,1¢ Q, 4 69 o& LOT 1 .�, LOT 15 5'33 263430~ RO `�s ° 0 53 L=122.17 q T. 'sr`�' S ° O tih ,,�°'• 7, 476± S.F. ° .° � T2s• [ g5 s4 Q moo, oo moo, � �-� �^ 44 �,9 9,653-+ S.F ./A, °- 2on�•16~ Irs, �' X09• R=25.00 cyh� ° • a�`SA3st ..9Ss, �s°°°, ,5 O o� o N85 oil L=25.19 p by oti s � ti 4,` ,S LOT 8 (A 80.00' ��. �� �• 90 LOT 14 tis�b , �rn LOT 16 � R��o N 2 i 80.84 o sap, 9,657± S.F. .� mss. �o D 8,203-+ S.F. L D T 20 82.72' 163.Ss �� 6,265-+ S.F. eo ° L 0 T 17 n 'q ► o °o• •�' �N n �, 0 8,236± S.F. N83'38'00"E CA "�,, ° 0 9,469± S.F. o N 85ro9'�" E �: w 0� O QL No ' $" �,�� �p g os, ' o 160.00' :I m 3 38'00~ W 78.24 L O T 13 S.8 sso .� 6p°° 80.00' 80.00' l0' lo' I 80.00 ,4, V 0 6, 400± S.Fo " - -f� 131.01 I AS " S85109 45 W S85ro9 45 W tn i L 0 T 19 ,o., o=8673'27" R=30.00 ~ ao tih �o• LOT 12 'gs,. 51.01' 80.00 N � L" LOT 9 o LOT 18 6,397± S.F. Aon L=7524 A= 11717Too SANDRA s6'� ,°° 6,392-+ S.F. .F LOT 10 o 0 0 , 6, 400± S.F. o o m �° h a L=61.32 tis bs o 0 0 6,266E S.F. o . o D HA IRAN '`b . `�°' M L O T 11 0 - o a o �,, _ 4 R=50.00 N85ro9 45 E s3 , F % 6,266-+ S.F. - �; �; � o �; 7-� a,, v L=104.32 6, 716-+ S F orq "' m 6 o=ir9.33'07" 9.85' 7270 boo 80.00' o 24 ~ s o. 55.00" N85ro9'45"E 207.70 w O 8' •0 56.34 55.00 ° ti See DETAIL �• ° L-91.42 15.26 4 •oo " 70.26' � S 85179 45 W ��o.�� Q` 3044'46~ L=112.69 N85ro9'45"E ��``•2 105.83 Detoll 0.94' nOSCOIe ' 49- 95.6 / 8 AVENUE S85'09'45"W 436.59I b S 85°09'4 5"WCLARK 74. CLARK 0.94' 100.00 o� , 6- AVENUE IKOWSKI .77 100.00 L.x TADEUSZ BARCLOT 26 55LOT LOT 22 LOT 21 °° � 2I LOT 23 1 � LOT 25 LOT 24 d DEFINITIVE SUBDIVISION PLAN CHAPEL HILL S E E S H E E T 4 SALEM , MASSACHUSETTS SUBDIVISION PLAN LOTS 1 - 20 Prepared For Prepared By. FOR REGISTRY USE ONLY Town & Country Homes Eastern Land Survey Assoc., Inc. 532 Lowell Street Chrlstopher R. Mello P.L.S. IT IS ANTICIPATED THAT LOTS 8, 9, 10, I I , 12, 13, Peabody, Mo. 01970 104 Lowell St, Peabody, Mass, 01960 18, 19, 20, 21 , 22, 23, 24, 25 AND 26 WILL BE (978) 531-8121 SEWERED BY MEANS OF I ND I V I DUAL GRINDER PUMPS. a DENOTES STONE BOUND TO BE SET BY OWNER GRINDER PUMPS SHALL BE IN COMPLIANCE WITH DETAILS SHOWN ON SHEET 12 OF THIS PLAN. SCALE 1" = 40' ,...".. APPROVED ND R THE SUBDIVISION CONTROL LAW I HEREBY CERTIFY THAT THIS PLAN CONFORMS I, CHERYL LAPOINTE, CLERK OF THE CITY OF SALEM, MASS. r' TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY - ..R , - -� 0 40 80 120 REGISTERS OF DEEDS OF THE COMMONWEALTH THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND 1/7 �..... ,•.,9 3 - r ,, DA TE .. .... OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING j ' �` '� ` � • , JUNE 28, 2006 Christopher R. Mello THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OF '' ` �` s + �' `'�:` PLS 3131 SAID NOTICE. w*� REVISIONS F 14085 r� �•- / • JUNE 11, 2007 3. OCTOBER 26, 2007 SHEET 3 OF 13 Q -- DATE - ry CITY CLERK � .. 2. AUGUST 20, 2007 S E E S H E E T 3 LOT 20 , h h LOT 13 ' .O &=86-13'270 ► o; O ,� LOT 19 L-75.24 n v o = LOT 12 0 LOT 9 LOT 18 a, n'w� R_50.00 ° D I I �'6�. ° L=104.33 °s0�'07' L 0 T 11 L 0 T 10 �•� Ibs:�o, / `�>>,s?B• R�os??���?�)" �, �— 9.86 $A 72.70 80.00 05.83 0N85'09 � E ' /, 00.6 55-00 5»E 207.7 24�6X3455.00' N85'09'45»E 2° 3 OO L-9142 .5.26* »E 70.26, oo � 0.94 * SEE DETAIL 30. 446". L=112.69 N85-09,4-5 _ 0 l�? ,Soo 105.83 SHEET 3 °00• // 436.59 < 69 A=119',33'07" AVENUE DOCLARK S85-09'45»W 74.13' R 50. CIWSKI 100.00' 00 �s. TADEUSZBAKO37 100.00' � L,104.33' 66.77' I I / 127.87 Qj — �' / LOT 26 R1 SUR YA KIRO 15,000 S.F. Aj .A° 3 o LOT 22 % ,3 Q , •o° LOT 23 ° 15,485E S.F. h .►� 20 I LOT T 25 h L O T 24 N LOCATION _ _.--- O g 15,009± S.F. z ,� i APPROX_�M ?,TE _ 18,673± S.F. 15,009E S.F. y I � - - ZONIN G DISTRICT INE 1 jv 416 00 00- _ __— - - x bs• ti so.� � R� ___ _ — _ _ I �� - •69• � _ �,_ _ �--- - 0 104.56 , O j � ?69, �- - 100.00 3 100.00' �ry 78.15' S85109'45"W 381.71 \ N sv U � - �ryry � 7 I � 00 C / TY V �ryh Fq O I I Ar s 95 ry 7,,0 l ' 20 f � / o 92 0 LOT 21 I 277, 8818+ S. F. ILO L 6. 3794+ Ac . I U T1L1 Ty EASE 20 M E N T N - -__ 95 170 � I I 3 o N O eS9. I I ►7 !N .SFS, I I F, c, � �' 0, I'tiic I 60 523 DEFINITIVE SUBDIVISION PLAN 06 S8p:?5'46•E-----__ CHAPEL HILL SANDSALEM , MASSACHUSETTS L YN/v & STONE SUBDIVISION PLAN LOTS 21 - 27 SUBDIVISION y Prepared For Prepared By. FOR REGISTRY USE ONLY Town & Country Homes Eastern Land Survey Assoc., Inc. IT IS ANTI 532 Lowell Street Chrls#opher R. Mello P.L.S.,ANTICIPATED THAT LOTS 8, 9, 10, I I , 12, 13, Peabody, Ma. 01970 104 Lowell St, Peabody, Mass, 01960 18, 19, 20, 2 I , 22, 23, 24, 25 AND 26 WILL BE SEWERED BY MEANS OF INDIVIDUAL GRINDER PUMPS. (978) 531-8121 GRINDER PUMPS SHALL BE IN COMPLIANCE WITH DETAILS e DENOTES STONE BOUND TO BE SET BY OWNER SHOWN ON SHEET 12 OF THIS PLAN, SCALE APPROVE DER THE SUBDIVISION CONTROL LAW HEREBY CERTIFY THAT THIS PLAN CONFORMS I, CHERYL LAPOINTE, CLERK OF THE CITY OF SALEM, MASS. ' TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY ' - -- — 0 40 80 120 REGISTERS OF DEEDS OF THE COMMONWEALTH THE SALEM PLANNING BOARD HAS BEEN RECEIVED ANDor y RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DU r ` '` F �' -�`' DATE OF MASSACHUSETTS. RE EI D RING , f -».� .,. `"'''"• "''�' �ti .r.,.•,_., JUNE 28, 2006 Christopher R. Mello THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OF "¢• "'' a : . . f ': �' - Pis sus» 89 SAID NOTICE. ` REVISIONS F 1405 - 3 I JUNE 11, 2007 3. OCTOBER 26, 2007 • r DATE 001, it f pt_ CITY CLERK "� `~,�. - 2.AUGUST 20, 2007 SHEET 4 OF 13 i � II l PROPOSED 4 FT. CHAIN LINK FENCE N�F loe\ 106 JEANETTE ALICE 1 NOR TON L UCIANO L E G E N D LOT 158 LOT 159 F25 F23 I • 1/0 LOT 158 F28 �f 22 o SMH EXISTING SEWER MANHOLE \ F29 \ EXIS11NG DRAIN \ F30 \, F o DMH EXISTING CATCH BASIN LE o \\�\ _ _ _ _ F26_ JOSEPH \ _ — SLEISON ^ PAUL GEORGE EXISTING HYDRANT F20 & GAIL 0-4 EXISTING WATER GATE _ _ LEBLANC \ LORRAINE — 100 EXISTING CONTOUR 'moo \� ' � � �_— � — LOT 160 � LOT 1161 � FIALHO GAGNE LOT 163 WILLIAM \ MUNROE, JR. ESAM 100.00 EXISTING SPOT GRADE RICHARD %� �� — _ -- -- — -- _ — _ — \ ` F19 -0•- UTILITY POLE \ \ \ \� \ \ LOT 164 ABDELGADIR o- STREET LAMP j 0 DAY \ \�\ _ f — — \ 120 \ LOT 165 'Al CURB \ PROPOS€D SILT F�8 x x FENCE s-�k BARRIER 100 FOOT BUFFER ZONE\ 5 RAP LEVEL _ BOUNDARY — \\ PR p\� F17 0 RETAINING WALL SPR�DF � \r� !t rr, Q SMH PROPOSED SEWER MANHOLE j DMH PROPOSED DRAIN MANHOLE OVERFLOW _ J \\ \ \ \EL.=135.50 ! _ .i / f _\ \ ` \ \ � \ \ F16A n PROPOSED CATCH BASIN OPEN SPA CE A 100PROPOSED CONTOUR �� VEGETATED SW_I LES PROPOSED SPOT GRADE LOT 4xck \ \ \ \ �ooxo _ \ \ \\ WETLAND RESOURCE AREA BOUNDARY PROPOSED LIGHT / \ \ \ F16PROPOSED STREET TREE I w f-ls �%_N q'\ 106 OT 2 \ \ F2 14r F13 F11 F3 /lOB ✓G y \ \ , ` '\ ��,? \ 15 2 \ — — \ \ `'� — _ Fly F9, F8 F6 / / 112 / //4 • PROPOSED 6 FT. ' PVC STOCKADE FENCE ' ^ ', _ L O 1 � \ � \ \ + � PROPOSED SILT BARRIER— e19, ARRIER_\ \ � \\ � SERIPRAP LEVEL SWAr_- -4 � SPREADER PROPOSED 4 FT. 12 6 �4 r�, E�5.51' CHAIN LINK FENCE B A S I W_ SEE 3H ET 10 0T—`20 8 STRU RE �—" / I30 � 7- 1PRAP LEVEL • r 132 �� `�— _ / l I 1 1 \� I SPREADER z 1 ?� — — l I - I x0 x LOT k19 ,o A� 1 /36 3g \ \ \ 1 LO \� L 0 T 1 I l38 ITAE � ` \ � � LQ 9 � ' \ EXISTING XS(EBFORV �� \0 T ' ANTED — /40 T SANDRA L O T 11 -/ \ HA IRAN - dTTE PROPOSED 4 FT. SL \ CHAIN LINK FENCE 146 -� \ 150 C:RUSHt_D STCMF RHF?KING AREA 146 E 150 i I I K • _, - I / / 148 � R KI \ �� ` I I LOT 21 NOTE PROPOSED DWELLING CONFIGURATIONS AND LOCATIONS ARE ILLUSTRATIVE ONLY \L\O 6` LOT 23 0112 J I AND ARE SHOWN FOR THE SOLE PURPOSE OF ESTABLISHING PROPOSED GRADING \ \ � � \ \ PATTERNS. �o \� DEFINITIVE SUBDIVISION PLAN OT 24 DENOTES PROPOSED SILT BARRIERS REQUIRED sg FOR THE CONSTRUCTION OF PROPOSED CHAPEL HILL ROADWAYS AND UTILITIES. SILT BARRIER DENOTES PROPOSED RETAINING WALL AND/OR PLACED RIIPRAP SLOPES �S2 LOCATIONS FOR INDIVIDUAL LOTS SHALL IF, DURING CONSTRUCTION, LEDGE IS NOT ENCOUNTERED WHERE TO 1 SLOPES WHICH ARE TO BE DESIGNED BY A MASSACHUSETTS REGISTERED SALEM , MASSACHUSETTS SHOWN ON THE BUILDING PERMIT PLAN ARE PROPOSED, SLOPES SHALL BE EITHER BUILT AT 2 TO 1 OR FLATTER, FOR SUCH LOTS. PROFESSIONAL ENGINEER AND PERMITTED IN ACCORDANCE WITH THE STABILIZED WITH RIPRAP OR REPLACED WITH RETAINING WALLS. REQUIREMENTS OF THE SALEM BUILDING INSPECTOR. A 5 FT. CHAIN LINK FENCE IN COMPLIANCE WITH THE MASSACHUSETTS BUILDING DODE TOP OF RETAINING WALL ELEVATIONS ON INDIVIDUAL LOTS ARE FOR THE TOPOGRAPHIC PLAN LOTS 1 - 20 AND SECTION 404 OF THE COMMONWEALTH OF MASSACHUSETTS PURPOSE OF ESTABLISHING PROPOSED GRADING PATTERNS. FINAL WALL ELEVATIONS CONSTRUCTION & STANDARD DETAILS SHALL BE CONSTRUCTED AT THE ARE TO BE DETERMINED IN THE FIELD ON A LOT BY LOT BASIS. For:Prepared Prepared B . TOP OF ALL 1 TO 1 SLOPES AND RETAINING WALLS MORE THAN 4 FEET Pre P P Y FOR REGISTRY USE ONLY IN HEIGHT. AS AN ALTERNATIVE TO PLANTING LOCATIONS SHOWN, STREET TREES MAY BE Town & Country Homes Eastern Land Survey Assoc., Inc. PLANTED ON I ND I V I DUAL LOTS WITHIN 5 FEET OF THE STREET LAYOUT LINE, 532 Lowell Street Christopher R. Mello P.L.S. Peabody, MA. 01960 104 Lowell St, Peabody, Mass, 01960 (978) 531-8121 CLERK OF THE CITY OF SALEM MASS. SCALE I HEREBY CERTIFY THAT THIS PLAN CONFORMS I, CHERYL LaP01NTE, APPROVED UNDER THE SUBDIVISION CONTROL LAW 1" = 40' TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN REGISTERS OF DEEDS OF THE COMMONWEALTH FVBY THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIED OF MASSACHUSETTS. DURING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND •... C -- � �. -. 0 20 40 80 120 RECORDING OF SAID NOTICE. .�* ' .' DATE JUNE 28, 2006 Christopher R. Mello Cla on .4. Morin —._ PLS 31317 yytt a...- w F'E 30969 F14-089 REVISIONS 1. OCTOBER 12, 2006 3. AUGUST 20, 2007 i , +T � -' DATE 2. JUNE 2007 SHEET 5 OF I 4. OCT09ER 26, 2007 % X32 O \ \ /� / '36 '38 I CHERYL LaPOINTE, CLERK OF THE CITY OF SALEM, MASS. \\ \ \\ S E E S H E E T o 5 \ _ / �o HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN \ ' BY THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND \ \ \LOT 12 \\ \ \ \ \ _ ` ��2 \\ \\ \ \ .\ �\T i LOT 19 _ RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED 9 \ \ L 0 T 18 DURING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND • \ \ \� \ LOT 11 LOT 10 \\\\ \ / RECORDING OF SAID NOTICE. 92 \ \ \ \ \ IA6 150 \ X 146 SANDRA / l \\\\� 150 HA TRAN / 148 150 CLARK "4— AV APPROVED UNDER THE SUBDIYI.StON CONTROL LAW IKOWSKI / / ARC \ / ` or ADEUSz B \ � � \ / \ ,s � \ � � � ` � '\ � � T 150 r , -70 SURYA IF?O \ \ o �3 \ \ ,go A�P IMATLLE y 11019 1 / M.. c` . \ \ \ \ R� \/ \ "" u . ► .e DATE T 22 o/ 14 — %0_ e \ � / 148 SILrIER --� \ 1 ` 130 j i/ - \\ \\ \ (�</�y / S-0 0267 'A 25 RAIN 1 ( D o A\\ �2 � � / / / � • � � � � ' ` v\\\ \ � � RCP � Al 6 1 _ X130 _ // A81 /46 36A A5 \ 4 �VERFL0 - \ A6 - —EI EV 115-50- RIP 15.50. RI�AP Levi--41•gy p -� A1� / A29\ I \ 'r LQ 2 \ / \ \ ��� \ A7� V ATED / / \ 430 p \ \ 99� SWALE / A18� / 1 A10 ° 1 � I I I I SEE A31V / I20 � ` I \ X I / SHEET 10 TECHS I I \ \ RES ` / ` � •.. --\ / \ \ \ ou"�C \ A13 /i: l �A32 \ \ AI4'AI / 1 / I DWJ \ \ A3 FLOW _ /40 E-7=775 r ( ``-`j \ I ' \ Lo I r � 0 i j 5 -/38A36 RIWR4,' \ I10 SRe,�cr� ` \ , — — 136 3+45 1+80 0*0 1 I 37 A \ \ I �_ vi,',r \ PROF I LE STORMWATER SYSTEM LOT 21 - BAS i N 5 _ \ \ l \ A38 \ A39 DEFINITIVE SUBDIVISION PLAN \ \ \ \ A40 CHAPEL HILL \ \ A41 SALEM , MASSACHUSETTS A42 SANp �\ \ \ TOPOGRAPHIC PLAN LOTS 21 - 27 ' y N0 -0 \ _ - -- � &ms � \ \ \ \ \ A43 s TO/ E `\ \ Prepared For: Prepared By. FOR REGISTRY USE ONLY / \ \ CpMP'41V \ \ \ \ \ l3� Town & Country Homes Eastern Land Survey Assoc., Inc. A 4 4 A46 \ \, '0e\ ;, %, \ � 532 Lowell Street Christopher R. Mello P.L.S. 104 Lowell St, Peabody, Mass, 01960 A45 \/ 'og °6 � Peabody, MA. 01960 y °� (978) 531-8121 A47 SCALE 1" = 40' A48 HEREBY CERTIFY THAT THIS PLAN CONFORMSA49 __y_ �`" ' 0 20 40 80 120 r TO THE RULES AND REGULATIONS OF THE NOTE DATE ,, REGISTERS OF DEEDS OF THE COMMONWEALTH PROPOSED DWELLING CONFIGURATIONS AND LOCATIONS ARE ILLUSTRATIVE ONLY OF MASSACHUSETTS. JUNE 28, 2006 Christopher R. Mello Cloyytton A. Morin i A50 AND ARE SHOWN FOR THE SOLE PURPOSE OF ESTABLISHING PROPOSED GRADING PLS 31317 PE 30969 F 4089 — � PATTERNS. REVISIONS 1 1. OCTOBER 12, 2006 J. OCTOBER 26, 2007 SHEET 6 OF 13 2. JUNE 11, 2007 i 00O OPEN Q �' LOT Z SPACE Q PLAN CLARK AVENUE N85•09'45°E 5 1.23 SEE GENERAL CONSTRUCTION NOTES 0 , SHEET 13 1 � MATHEMATICAL DATA SHOWN ON THIS SHEET REFERS TO ROAD CENTERLINE '' 19 ,o O Q, � (n O LOT 50-98 V , PO / /� ■ DENOTES STONE BOUND TO BE SET BY OWNER '� s L° SAM.H°p AVN JS,�Jac �E FTp 75.00 1 1 1 vrOPTEC AFM 6 /y, 0� �� SORA SE c�yE7 RL=42.25 8 PRQPOSED A��T� Fps P, E R` 6,30„ l OT - \ LOT , w ATER Q � ,w -9.5369 ° 6 F O SLS -32'1 / 1� "E IDA ` 6' s ,poG pE�A / 9 N 85+09 �2, ° 8 EQUCER 9TF q�,� l l Sl3l 2_ecATE LO 261 R 95?6 '096 ,�/2`3' VA�vEs S,6yr� , 3'8„ GP�E�p�'vES t 10 0.00 2.0 e cC w >> OT 12 L 0 T 11 LO+ 9,45 52 0 _ l�\ �7.o I I 00., F 's xs.. WATER MgNOI Lf 23. 42 N85 115 26 �� FM \000 , N 63036�J. $ TEf s,. R=230 p0 t45" 6}40_ g9 - LOT 21 HYDRANT �V s.,4 . ` 3.p� .,;�` =30.44 e � I 0 � . \y 5 0 g s B`NO F I o� G E SyE w N o �A��NG �T 9 X0231 5+� FM FO�EE 6�Gv. O''- 22 j I x6 � RN L �ETa�� °R FM ''RO _ PRESSURE SEwE 2 3 I I P vc O Gy<G o / QUAC ry R ECys 2 p L OT STeM ATER L_01- 24 0 <06 LOT 25 COz AgOQ`P � M ��ti ` SEE SHEET 9 � a o o 160.00 + Woo o N II _ n + Q � cD EXISTING CENTERLINE N PROFILE CLARK AVENUE '� � `° � rn o w (Di= � Ir qt o \ � f- LL du? N / CDY W L-Lil \ � F" IH O W It It V.C. L = 200' = 3 Li U) � �' O 0 W — / SCO p mm tt U) '/ O 'Lo O z \ K? tSt In U II Cr U \ + it a I� (D � o \, CD - - PROPOSED t m 150.00 m CENTERLINE co erw Li J + / 112" RCP \ \ �0 % o II / � 58 LF \ o DRAIN S 0.005 145 II / LF /2• RCp DRA/N S . cri � i W / - 0.02 1 04 O w EXISTING RIGHT 2" PRESSURE SENT O SIDELINE / ( � II 206 LF t (SDR 2/1 EXISTING N CD x �� o o LEFT SIDELINE N \ `n `4 a " / REP .w `SOR � ; � � \ � _ — 139 L� I 140.00 N N O Cr �2 5f. � It W tz 2, P I , r}-- - 0.003. Li z N J cr O � Zm CD S II F S O O(0 © �nO �n Z m0 O J SfOZ9 M C\jUN CD N ) O It � .. - J Q m - _ U / L) z o - to W to I to N ( a O OW cn – m� z Q > o— cLr rt U / N>r•- N T _ ( . It m ao m� N Cto L O B O O O O O O ^ O O p O r7 Ln � 7 N 00 NLr) to O Ln cfl to O O ro 130.00 0 �- to Ln -- Ln LO Ln n n �' ,n t +50 4+0 +50 5+0 +50 6+0 +50 7+0 +50 8+0 +50 9+0 +50 10+0 F : 90 o DEFINITIVE SUBDIVISION PLAN CHAPEL HILL 12., D `p oo O� o cD 0 r7 O z o (O 00 0 rn 0O SALEM , MASSACHUSETTS S =.01 a, o rn In N to BASE _ N DO ai I ro U �-" r7 ,,� rn �20.0o p Ir��� `- " p " `- M " � `- `. PLAN AND PROFILE CLARK AVENUE 0 x — Prepared For Prepared By. -FOR REGISTRY USE ONLY STATION o 0+0 +50 1+0 +50 2+0 +50 3+0 Town & Country Homes Eastern Land Survey Assoc., Inc. cli 532 Lowell Street Christopher R. Mello P.L.S. 11 o Peabody, MA. 01960 104 Lowell St, Peabody, Mass, 01960 = omoN o (978) 531-8121 -- O n ' N � SALE o " 1 = 40' HORIZONTAL APPROVED UNDER THE SUBDIVISION CONTROL LAW 1 = 4 VES?ncAL -k , I HEREBY CERTIFY THAT THIS PLAN CONFORMS I, CHERYL LaPOINTE, CLERK OF THE CITY OF SALEM, MASS. ° TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY -� , �, " 0 20 40 80 120 REGISTERS OF DEEDS OF THE COMMONWEALTH THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND '' ' .- DA 7F OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING f y JUNE 28, 2006 Christopher R. Mello Clayton A. Morin THE NEXT TWENTY DAYS AFTER SUCH RECEIPT PLS 31,317 PE 30969 P AND RECORDING OF t F 14069 SAID NOTICE. " r -� �¢ . 'I REVISIONS JUNE l / 2007 3. OCTOBER 26, 2007 ,* 2. AUGUST Z0, 2007 SHEET 7 OF 13 DAT EC04AkAk4Ly �►', +R. CITY CLERK '�; j[/ = .. -.. LOT 6 MATHEMATICAL DATA SHOWN ON THIS SHEET REFERS TO ROAD CENTERLINE PLAN T 07 � ■ DENOTES STONE BOUND TO BE SET BY OWNER DETAIL �" R=273.69 » CR,�2g s SEE GENERAL CONSTRUCTION NOTES SHEET 13 STORAGE PIPES KIMBERLY ROAD h "6405'30"E �L21 2417 �•o�o� a\8g89�os PLAN VIEW : No Scale Al L0 23.96 �S Xr 000 L+87.77 _ `O R 9ot1 — SMH S >` - — _ �\ C� \ \ D �. `^� % 2+63.81 — — L. 52 MATER 8" S \ SMH � + SMH �o L - - ,�i, 2+0 ,� ' ' aPP - DMH L g� i X v � L 60• O P Y LOT 17 k� T 9 �O w! LOT 16 •� o 0 � o_ P 0+91.02 `L 12" DISTRIBUTION DETAIL: INLET MANIFOLD DETAIL: OUTFLOW Mr,. .IFOLD MANIFOLD NO SCC7I@ No Scale SMH 0T 10 12 HDPE/ - -- '- UPPER MANIFOLD p I N 0 8" HDPE 124 40 6' HDPE TP DMH 0+09 CLARK AVE. o> 124.20 48' HDPE 60 TEE L 0 T '1'174 4 ��ES 8"x8"x8" TEE 18" HDPE TO VORTECHS T a LO1 N,�pRPN� FoMN 8, GP,�E� I = 120.90 I = 120.90 3PVC HYD• 3 3" TEE W 0 _ 0+0 = 1.63.54 A\ EXISTING RIGHT SIDELINE j 2-8" GATE VALVES CLARK AVENUE \ SEE SHEET 7 EXISTING CENTERLINE + * LO 165.00 \ 11 ----- \ Minimum Beannq Fece Area for Concrete Trrust Bloc* / CIO , -- -- P!Ge Srzs 90*8endj 45'8end 22.5' Bend Test.Pugs,Cap%.8 Hydrants W ;finches sq ft sq,ft. sCf'! s- ft i ' V.C. L = 300 \\ -- y-PROFILE EXISTING LEFT SIDELINE / / 12 i 3 7 -- 12 26 le C 13 KIMBERLY ROAD ' — — Above prwica•ed on a rooter pre»urs �t 225 psi and a se+I r.s,s•c�ce cr 2S:0'✓s! j ♦ For other Lout }re values in the ct)rvre !=le NaL to rnurt,pl,y; Ly \ Soft Clay 4 Sand 2 / S 'd 8 grcvei 1 32 366Shots G 4 '.hrust Llocts Tc Le 3GCOIb, concrete placed mains+ undlsrjrLPd matrrjr;l Keep carKreTe Clear at rcecr. 1GI!1 155.00 l V.C. L = 200 \ \�- i 175 LF Ee rnnr area a^c,nst unC tt 8,• SDR 35 PVC sFWER S = o.ol 2 r X'3ed •Tater:;; U) In �VC •s z � 0 U) � PRFS I M 00 ,`�°, ori SURF r` o In P6 C6 11 / DO n n = 2 (F / PROPOSED �,F FL0 Ofti 145.00' CENTERLINE �(9 hQ�G ' N O IC) to N ZCi � F / II 11 II — Q II / 5 0 Ld ` U) ,n I. z�A ,�: . 0 x onCD � °° "' °' °° 0 `� N DEFINITIVE SUBDIVISION PLAN 0 0 cCi In N In r) � N N r7 N Ln N I- _ Iv i 0 oc 1 j (.6 00 0i c0 C� oi tf) o) 00 / Ln cD N + 135.00 n- Ln In ° In InLO Ln Crz N , CHAPEL HILL rn v —o!`y' M �I �; Z o +50 4+0 +50 5+0 +50 6+0 +50 +o SALEM MASSACHUSETTS _ CoQ j on n > CL F= to co = Qw PLAN AND PROFILE KIMBERLY ROAD ,; � o C\j :„ __j Prepared For Prepared By. it FOR REGISTRY USE ONLY a- - - Town & Country Homes Eastern Land Survey Assoc., Inc. 0 0 n ~- � o o 00 Ln 0 co � N �n N 532 Lowell Street Christopher R. Mello P.L.S. o �? r; °' Q? o N � o o ,,; Peabody, MA. 01960 104 Lowell St, Peabody, Mass, 01960 `n `- co co `n °' `° `° °° = '� r�i (978) 531-8121 BASE = 125.00 ` `� "� �`) ? �n STATION 0+0 +50 1+0 +50 2+0 +50 3+0 SCALE " , 1 = 40 HORIZONTAL 1" = 4' VERTICAL APPROVED U : THE SUBDIVISION CONTROL LAW HEREBY CERTIFY THAT THIS PLAN CONFORMS I, CHERYL LaPOINTE, CLERK OF THE CITY OF SALEM, MASS. - TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY 0 20 40 80 120 REGISTERS OF DEEDS OF THE COMMONWEALTH THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND '^• Is DATE ` OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING tr� 0. - JUNE 28 2006 Christopher R. Mello aoyton A. Mora '' THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OF ' , - -'' . '`"" � � ��� � _� PLS 3l3l7 PE 30969 SAID NOTICE. REVISIONS F 14089 :l . JUNE lit 2007 3. OCTOBER 26, 2007 4 ' t ' DATE CITY CLERK 2. Avcusr 20, 2007 SHEET 8 of ' 13 1 ' I I PLAN UTILITY EASEMENT ENTRY DETAIL SEE GENERAL CONSTRUCTION NOTES SHEET 13 1 _ 20' 1� 0� V i I I LOT 21 �p2 O ° � y U- W / SEE 1� �o o \\ V a, SHEET 6 O� ` D •0� QMH .00 ` ' 140 \ o 0 ° o I O �% 7 \ — o o PROPOSED PRECAST CONCRETE - LOT 22 Q a 1 � � 0' INTERLOCKING BLOCK RETAINING WALL VIA \ •op 138 VIA Z l \Oy 00 136 (� ■ DENOTES STONE BOUND TO BE SET BY OWNER o� 13 .00 132 W UNIT ADHERES PROFILE UTILITY EASEMENT MTDPUNR •o ' \ 4- 130 �0 aoNI AnliEsrvE WK M FU � �s 150.00 o �. OOCONCRETUWS _� < 0 PROPOSED / / T p �0 ,t TM" WIN. MANAGE AGGREGATE . 013 ....: s as pRW PIPE 11 D OF w AU o�e+o MAX GRANUUR L.EVEl1NG PAD WIN. fr THICK \132 p0 TYPICAL SECTION-UNREINFORCED RETAINING WALL EXISTING sem: NOW 140.00 � — TO o j I2 RCP I I 13p 0p OLIN S- / I 015180 LF I2 RCP O EXISTING 40 L 0 T,0 w 128 _- \128 Q LEFT � � 12" RCP F,,,O 0 > SIDELINE o �, O OF W r� cD CODEX/ST`NG 2 r7 �R,q IN ✓ rVq�L w a; M— RIGHT SIDELINE �� Q1`0 � n II— II 1'7 11 11 N— -7a0 CQ CC0 �o o O V NV• Oa 130.00 (+ it N II + 11 N II CCI M O CC -X N Er / z w U _ F- O 0 a- x 0DEFINITIVE SUBDIVISION PLAN O O N °° " °° " N O N Ci E N U E CHAPEL HILL K A v BASE = 120.00 .� �- �- �- C L A R SALEM MASSACHUSETTS STATION 0+0 12 +50 1+0 +50 2+0 +50 PLAN AND PROFILE UTILITY EASEMENT Prepared For Prepared By. FOR REGISTRY USE ONLY Town & Country Homes Eastern Land Survey Assoc., Inc. 532 Lowell Street Christopher R. Mello P.L.S. Peabody, MA. 01960 104 Lowell St, Peabody, Mass, 01960 (978) 531-8121 SCALE 1" = 40' HORIZONTAL 1" = 4' VER77CAL 'r~" APPROVEPj UNDER THIE SUBDIVISION CONTROL LAW i I HEREBY CERTIFY THAT THIS PLAN CONFORMS I, CHERYL LaPOINTE, CLERK OF THE CITY OF SALEM, MASS. " �, .. TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY Y 0 20 40 80 120 > REGISTERS OF DEEDS OF THE COMMONWEALTH THE SALEM PLANKING BOARD HAS BEEN Rr_CEIVED AND x �. DA TE OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING "` - !' '��, p* �„ ,� JUNE 28, 2006 Christopher R. Mello Cloyton A. Morin THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OF - /; PLS 31317 PE 30969 F 1089 SAID NOTICE. u ', ,. REU/S/0NS q- - r • -- •- I . JUNE 11, 2007 3. OCTOBER 26, 2007 DATE ' ' � CITY CLERK 2. AUGUST 20, 2007 SHEET 9 OF 13 9 � 150,00 EXISTING SURFACE PROPOSED / PROF I LE �J ORP\�' SURFAC PROF I LE PROF I LE STORMWATER SYSTEM oA `32 aN STORMWATER SYSTEM STORMWATER SYSTEM REAR LOT 21 N s,o �, o aM REAR LOTS 18 - 19 REAR LOT 2 EXISTING _j n SURFACE BASIN 4 , R�e - \2 `�o InN x(0 M N PROPOSED ro d 130.00 II II 140,00 DPAI N 140.00 IJ SURFACE U) �- 0� LL_ IL Q / 12" RCP � f / 148 LF m 0 \ w U � it � N > II LF S = 0.0125 N > TOP OF B RM p cn z S = 0.0125 DRp I N • RCP M z Q r' M = 136.50 100 YR. ST RAGE / 120 RCP I 112 # �2 w Y > ,� ELEV. = 135.23 / u 1 I DRA I NIt > < z \ to ,O010 _J Y 00 0 OVERFLOW 50 -SG- I � CC M +' \ ,`EGETATED ,C) �_ II // U CO _g \ ~ SWALE / �? - �i w- ICj w �'� \ w " ORP\N�• n In 0 a J it O i N > / � / N Ih u 120.00 �b Z / > v 130,00 �' R \ ? __--- 130.00 / v'" n �p 11 It w /N VEGETATED FlP � 100 TOP OF BERM _o z o SWALE Q `a N ELEV. = 121--.50 O N 0 TOP OF BERM G = 12 .50 rri Q 0 n > = 116.50 2� O 06 \ 125.30 C,'rRFLOW ELEV II J o I S'' - z O = 125.h0 / n O O Z N N Ui � Oc00 � z0 \ Ci OVERFLOW 100 YR. STORAGE 0 z o r, C', VEGETATED SWALE ELEV. = 115.50 \ _ / ELEV. = 115.20 O - = rn MF- D' II \ II 12" D PROPOSED - - S-0.02 "`-- SURFACE N q `-" DRAIN \ EXISTING S RFACE 12. RCP BASE = > I LF 12' RCP _ f- BASE 20.00 BASE _ ? S=0.018 110.00 37 LF 120.00 - DRA I N J. OVERFLOW SPILLWAY DETAIL z No Scale SECTION EXISTING TOP OF BERM SURFACE <�' OVERFLOW SPILLWAY PROF I LEi PI ��, ''7 Z +o I TOE OF 3 TO I �~ _ � DETENTION STORMWATER SYSTEM (,�' Slope LOPE �� �, �� _ BASIN ROOF RECHARGE BED j J DETAIL: No Scale REAR LOT 21 T O N r 12" DEPTH OF 6"' BROKEN STONE BASIN 5 SECTION / t> SEE PLAN . 8 PROFILE VIEWS FOR SPECIFIC GEOTEXTILE FABRIC ELEVATION AT EACH DETENTION BASIN 4' LOAM AND SEED (MIN.) LINED EXCAVIATION Top of B f rl 10 Ft. 130.00 4' INLET -� INFILTRATION CHAMBERS ' __ u / z , y r / rl( I ! 1 1 1 O V ' TOP BERM = 124.50 - OVERFL W ELEV. / F- T 2' 'I'- 1 1/2- TO 3- WASHED STONE = 123.7 / DRAIN Z DETEN , ION BASIN EST S.H.W.T. i 12• RCP - LiJ I-Lli Z = 0 a. VEGETATED SWALE -,7 100 YR. STO AGE UO 24" x 24" WELDED GRATE WITH 2" MESH MIN. 1 INSPECTION PORT PER ROW ELEV. = 123. 2 W �- HINGED AND SEURED WITH BOLTS o 12' W o PLAN TO FINISH GRADE LF � U U 120.00 DRA N PRECAST CONCRETE n a v IO INLET ORIFICE WALLS S=0'•p2 r 4'-0" INSIDE DIAM. DETAIL / 2WELDED OUTLET STRUCTURE TRASH RACK1'IO scale \ 12 - STORMTECH SC-310 CHAMBERS MIN. 1 INSPECTION PORT PER ROW/ 2"x2" MESH IN AN 9' BY 45' STONE LINED BED TO FINISH GRADE PROPOSED / SURFACE INLET ORIFICE OUTLET O O UU) O THE DESIGN ENGINEER SHALL DETERMINE THE FINAL LOCATION In O CV ate,qa a a AND ELEVATION OF ROOF RECHARGE BEDIS FOR LOTS 5,6,7,8, 0) 0 J Ill o da000a,,a o�o00'�'�o o�oo oa oo a PRECAST 9.18.19 AND 20. BASE = _ -� - CONCRETE BASE 110.00 6" CRUSHED STONE FOUNDATION TABLE OF OUTLET ELVATIONS DEFINITIVE SUBDIVISION PLAN OUTLET LOCATION TOP CONC. OUTLET SIZE ORIFICE SIZE AND ELEVATION CHAPEL HILL & ELEVATION 'A' 'B' FINAL SHOP DRAWINGS OF THE VORTECHS WATER QUALITY SECTI oN SALEM MASSACHUSETTS UNITS SHALL BE SUBMITTED TO THE SALEM DIRECTOR OF STORMWATER MANAGEMENT FACILITY BASIN No. 2 135.75 12" AT 131.50 2" AT 131.50 2-6" AT 134.00 PUBLIC WORKS PRIOR TO CONSTRUCTION No Scale BASIN NO. 3 126.00 12" AT 121.00 2" AT 121.00 12" AT 124.75 STORMWATER DETAILS BASIN No. 4 116.00 12" AT 112.00 2" AT 112.00 2-8" AT 114.10 Prepared For Prepared By. FOR REGISTRY USE ONLY 1 �- BASIN No. 5 124.00 1.2" AT 1?_0.00 2" AT 120.00 2-8" AT 122.65 Town & Country Homes Eastern Land Survey Assoc., Inc. 532 Lowell Street Christopher R. Mello P.L.S. EENGLAND WETLANDS PLANTS, INC.,NIG SHALL USE EROSION CONTROL MIX' NEWW ENPeabody, MA. 01960 104 Lowell St, Peabody, Mass, 01960 N 4" LOAM & SEED AMHERST, MASS. AT THE RATE OF 1 LB. (978) 531-8121 PER 5000 Sr. SCALE AS NOTED APPROVED, U DER THE SUBDIVISION CONTROL LAW ' I HEREBY CERTIFY THAT THIS PLAN CONFORMS I, CHERYL LaPOINTE, CLERK OF THE CITY OF SALEM, MASS. , � 111 TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY "� ` ` INCHES _,�,owNh ._ 0 1 2 3 _ REGISTERS OF DEEDS OF THE COMMONWEALTH THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND _. "_,. ,� _ DA TE _ OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING00f a r 4 ' ,, JUNE 28, 2006 Christopher R. Mello Clayton A. Morin � THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OF "' ""' -- '` -_ -'"' -, `�" PLS 31317 PE 30969 SAID NOTICE. ,rx "' REVISIONS F 14089 • <_ �' ''' �"''' 1. OCTOBER l2, 2C 06 3. AUGUST 20, 2007 DATE CITY CLERK 2. JUNE l 1 , 2007 4, OCTOBER 26, 2007 SHEET 10 OF I DETAIL STOR M WATER SYSTEM _ DETAIL S TO R M WA TE R SYSTEM SECTION VEGETATED SWALE REAR LOT 2 REAR LOT 21 No Scale DETAIL OF STONE FILTER RESOURCE / 110 12 12 � � �N perTop SiteElevation as 12 AT SENOESCALE NT EBAY A-29 ,/ 112/ nyF � � I I \ 0� - —_ GRASSED AREA , / / / � ' 124 r �- ►30 3 SURFACE Fl FTER ABRIC -A-28/ / 118 128 O ��Q O / 116 / 1,-2„ 2 00� " DEPTH TH 0 12 OPEN SPACE B SA DY LOAM ' �Q� 1 112- To 126 WITH 10-20%� 3" Stone ORGANICS & 124 MAX. 20% 6 , � / 10 FOOT BUFFER OF CLAY �]�] Z013•E BOUNDARY / I I 100 FOOT BUFFER / \ o W ' ZONE BOUNDARY / / c 126 � / / c �-- o � \ \ / \'Z° Q ' I o / DETAIL LEVEL SPREADER AT PIPE END o \ / NO SCALE NE FILT \ - — \\� \�2 STORM DRAIN z TOP = 4.00 / / / RIPAP LEVEL \ / \\° CONCRETE HEADWALL OR FLARED END 110 WI / O / SPREADER \ � � \ \ \ � �/ STONE RIPRAP / / \ OUTLET / / 50 LB. MIN. WEIGHT p RIPRAP SEDIMEN B A S I N / \\ STRUCTU E /p\.E/ 1% SLOPE FROM LEVEL —� VORTECH�- 124 FOREBAY 4 \\ � �j / PIPE END SPIRE R 128 Fes° �° / 108 V 6 112 / 114 D / 114 SEDIM NT 122�� / / / 116 ` � / FOREY r ' — TOP OF BERM = !!6.50 � x � 116 - / \ o /� " _ �� \ 12' TOP RM 114 12 \ � � / OF B 112 �� \ APPROVED UNDER THE SUBDIVISION CONTROL LAW = 4.50 126 r• wz� .,rte ST i.: Fii.TER / \ \ v 7;jf TiY. � RIPRAP LEL 44 120 - SPREADERBASIN / � /� / - = 1 -1 - ��116 - 118 �,, ' / N 116 PROPOSED SILT BARRIER- 0 5 \ 114 / /v \ I \ '�► A - p _ / A-9 \ \ \ /Q .I� , ...- / IM �;J OUTLET / N / \ - -2 `-A-5 -- _ A_6 / �A-II " , STRUCTURE A,-3 A-4 -_ / \ _ 4 _ p _ - RESOURCE AREA OVERFLOW SWALE \ - _� �/ P /'� BOUNDARY \ ^M.` , / /.'O� r EL. = 123. 15 / CLERK OF THE CITY OF SALEM, 1 A-►2 � I, CHERYL LAPOINTE, MASS. HEREBY CERTIFY THAT THE/ NOT,.CE OF APPROVAL OF THIS PLAI`J BY- R RA L EL \ / A-15d/ THE SALEM PLANNING BOARD HAAS BEEN RECEIVED AND RE R 1 A-13 A_14 RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING ° V, - —Q THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OF 1 SAID NOTICE. ( ' 't-�I �� DATE � ,,J'_�r • ` �,.�:�' CITY CLERK o PROPo124 sED SILT BARRIER I HEREBY CERTIFY THAT THIS PLAN CONFORMS \ --�- TO THE RULES AND REGULATIONS OF THE /118 REGISTERS OF DEEDS OF THE COMMONWEALTH OF MASSACHUSETTS. DETAIL STORM WATER SYSTEM DETAIL STORM WATER SYSTEM 122 OPEN SPACE �� 120 ,-- �- ��-,I-� E A R�-� L 18 - 19 �j �. FOR REGISTRY USE ONLY REAR LOT �� _ _ __ i22 I 120 -_RIPRAP PROPOSED BARRIER SILT -G, \ ` OPEN SPACE 122 0 A _ — -- /_ 124 120 124 HEADWALL \ X _ 126 / 126 3 PROPOSED SILT— TOP OF j3ERM = 126.50 X �� \ BARR;ER OVERF'L'@W SWALE_- � - _- �' EL. = 125.50---- RIPRAP 25.50�RIPRAP LVEL SPREADER\ \ _ � 130 12 \ 122 VEGETATED SWALE —��I22 \ Q OUTLET 132 — '' \ / STRI�URE 124 126 BASIN / \ \ 0 Co x.134 \ \ 100 FOOT BUFF R \ --�—,,— p i36 \ \ \ o ZONE BOU Y --"--`'C. -- \ 126 - .00 FOOT BUFFER ZON BOUNDARY ` ODM \ I✓ \ — UTL T �`- - '3=' So / / 13,8 W 1 STONE FIIiTE c �`\ \ / �/ I -1 — _ I TOP = 124•.OA TR Tli. � A ` TOP OF-BERM - --- �� � / �� ' 1 SEDIMENT \ �/ ° j �128 I- II FOREBAY �. DEFINITIVE SUBDIVIISION PLAN G 136.50 / '� O 128 / _ RIPRAP VE'L CHAPEL HILL \N 34 \ - _ DMH / , 130 \ 134 - D - \�- „--�-- �'° SALEM , MASSACHUSETTS �/ / 13 PR P \ 0 D S 0, / /� � 130 \ FIL ER OP a� RIPRAP LEVEL ` 0� _x --'' S TO R M WA TE R DETAILS 134. �` -sem \ 145 0 134 g� Prepared For Prepared By. O \ O N Town & Country Homes Eastern Land Survey Assoc., Inc. 132 532 Lowell Street Christopher R. Mello P.L.S. / 138 LOT 8 Q LOT 19 Peabody, MA. 01960 104 Lowell St, y, 978 531-8 21 Moss,01960 / SCALE � 0� \\ \ � \ \ ` DWELOL NGD 134 1� = 20' D W E LOLSIN G �— 1�I) ""`^ rte► o I ;� \ \ U 20 4C 60 �y ; -- I 136 DATE _ / ! VORTECHS DM I OCTOBER 25, 2006 Christopher R. Mello Clayton A. Morin I 138 \ PLS 31317 PE 30969 f REVISIONS F 14089 14 14 2 \ 1 . AUGUST 20, 2007 CLARK AVEMUE 2. OCTOBER 26, 2007 SHEET 11 OF 13 E - DETAIL E ONE GRINDER PUMP DETAIL SEWER MANHOLE FORCE SEWER DETAIL SEWER MANHOLE No Scale FLUSHING CONNECTION TRENCH SECTION PRESSURE TO GRAVITY SYSTEMno scale no scale no scale no sale 2011�13 24" DIAM. MANHOLE FRAME AND COVER 24" DAM. MANHOLE FRAME AND COVER WATER TIGHT LID, FRP LABELED "SEWER" IN CASTING UNaAVED 171 10 STRAIN RELIEF CORD � Full Mortar Bed -- ---- -� PA'v . ED ' -.-Full Mortar bed CONNECTOR - �� - pROTECTAVE CABLE E"'.ROUD ;,�i��l�l,l�i �� asLe,�Requiredk ;HDPE) 2 to 5 Courses Leveling Brick 4„ I.OAM SEED - FIELD JOINT, REQUIRED FOR MODELS TALLER POV`,FP/ALARM CABLE --- PRECAST CONCRETE CONE / FORGED A�UM!NUM \ 12-6 W/OND ---- ----- r_� ( SAFETY TYPE MANHC'._c 1 THAN 2010 93 , — PRECAST CONCRETE CONE LIMIT OF RL NCH 2 — — - ALLOY STEP AT 12" 0 C. COMPACTED EXCAVATION — I ! ELECTRICAL QUICK DISCONNECT i \ O i BAC�'EILL ` PROVIDE SHEETING �- FORGED AI-UN41NUM \ 0 I I � n � T L (EQD) — �_-_ L AND SHORING AS I I PRECAST CONCRE E WALL SECTION SAFETY TYPE MANHOLE ! a' - 0' INTERNAL WELL. VENT ALLOY STEP AT 12" O.C. PRECAST CONCRETE WALL SECTION z 6" REQUIRED BY -�------------ ( All Joints and Penetrations COPE CONTROL COMPARTMENT - -- �� 2.0' DIA. � LOCAL CONDITIONS. BREATHER ' All Joints and 'Penetrations - ;\ r to be made fully Watertight) (, .00K) (EAOR H. INLET, GROMMET 8, _ 0" to be made fully Watertight) QUICK DISCONNECT ASSY. TO ACCEPT 4.50' O.D I -_� -- ---------- —� --T-- -- I 1 / PVC PIPE (STANDARD) f— I (304 S.S.) T --- - ----- -- I FLExIF' E COUPLING r DUST COVER SUPPI IED CLEANOUT OR HOSE CONNFC TION I - I 90 DEGR,_E BE:N,) I -- FOR SHIPMENT (NOT (AS DIRECTED BY SEWER DIVISION) 55 CAST BALL VALVE SUITABLE FOR BURIAL) __ 0 OD + 6' -- -- --I - -- _-- �� - — T V J �� ! Pressure Line Invert to be --- - _ DISCHARGE ! (WRENCH OPERATED) �j I I Mir.. 4" obove Grovity Invert -- OUTLET 1-1/4' FNPT 35 in --- 891 mm I _ ALARM FASTEN TO WALL WITH 9" 6" IN LEDGE) �/ FORCE SEWER ( 1 1/4' DISCHARGE LINE TO INLET 9" MIN (304 S.) STAINLESS STEEL STRAPS I 5" MIN E. a AND EXPANSION BOLTS A .k. i ---- -- --- _� 41 in ON 26 In AND C, . I�_L 1040 mm CHECK VALVE 650 mm / �. 3� PRECAST CONCRETE BASE v cam- �-� �fl` �� r (GLASS FILLED , 90 DECREE BEND i I�•�or-��� `��=�-�o»>��c�� TO DISCHARGE PVC) OFF 18 in47 479gal - 2" FORCE MAIN PROVIDE THRUST BLOCH: TO �— 6" Crushed Stone — WALL AND FLOOR OF MANHOLE I OD + 18" OR 2' M11N. Foundation BRICK INVERT ANTI-SIPHON VALVE 321 aI 8" MIN — -- (GLASS FILLED ' PVC) _ __— - i-- � �$ ` �oo�_ PRECAST CONCRETE BASE 14 6" Crushed Stone 345 mm Foundation 30DIA. n 24 gcl 749 ., mm 9, L SEMI-POSITIVE DISPLACEMENT TYPE CID DIRECTLY DRIVEN BY A 1 HP MOTOR NS CAPABLE OF DELIVERING 9 gprrm AT 138' T.D.H. �� (34 Ipm AT 42m T.D.H ) i NOTE A CONCRETE ANCHOR IS REQUIRED TO PREVENT TANK FROM FLOATING SEE INSTALLATION INSTRUCTIONS OR SPECIFIC CUT SHEET FOR SIZE AND WEIGHT OF ANCHOR TYPICAL LATERAL ASSEMBLY No Scale , I LID ASSEMBLY WITH PENTAGON HEAD PLUG TYPICAL LATERAL INSTALLATION MATERIAL' POLYPROPYLENE (� I OScale r,ONTWO,- PANEL J I �J EXTENSION TYPE CURR BOX W TH ARCH PATTERN BASE i L MATERIAL: POLYPROPY'—ENE F-ONE 2010-74 STATION I LATERAL ASSEMBLY REDUCER -------- �. COUPLING li 1-1/4' �.�hAA ;Ray — ------- —' aiw �- BASEMENT L� SCHEDULE 40 ! I PVC PIPE r ----- -- 1 UMP Lac MAN TO MAIN f/ -- ------ --- ------- -- -- �\ ---- %UPJ l MALE - S^CKET \ ADAPTER CHECK VALVE MPT VE MATERIAL PVC SCHEDULE 80 __ DEFINITIVE SUBDIUISION PLAN DALE SOCKET '-t7d p MATERIAL: PVC SCHEDULE AO MATERIAL: GLASS FILLED PVC `r r —COPPORA`ON 570E 1-1/4 MPT VALVE CURB STOP W TH FEMALE PIPE THREADS / -- THRUST BLOCK AN, RATCHETING VALVE FANC�_E Or rPA,,F,- `SAGDIE TAP 18 SOUARF X r ' ' �R GEES CHAPEL HILL MATERIA;_: GLASS FILLED NYLON Cp75 �,` c?O.r / PEA CR�•�EL J )• ,'� STONE . ASSrtiI` r TO r r US=i 01 �� CpUW _ _ _ - - _ .Z} i 11;4' p�C sCHFciLE �:F • : ? '. SALEM , MASSACHUSETTS - y� ._ `:: PRESSURE SEWER SYTEM DETAILS .. .. . �.F Prepared For Prepared B FOR REGISTRY USE ONLY _• Town & Country Homes Eastern Land Suwey Assoc., Mc. 532 Lowell Street Christopher R. Mello P.L.S. Peabody, MA 01960 104 Lowell St, Peabody, Mass, 01960 (978) 531-8121 SCALE AS NOTED ' APPROVE U DER THE S.UBDIVI ION C TROL LAW --- --- -- --- ---- - ------ r -- - ----- -- --- - r---- I HEREBY CERTIFY THAT THIS PLAN CONFORMS I, CHERYL LaPOINTE, CLERK OF THE CITY OF SALEM, MASS. � � -- ---= TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY — ----- --- —f ,= ' - --- 0 1 INCHES 2 3 REGISTERS OF DEEDS OF THE COMMONWEALTH THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND1. ti DATE ,.�! 'I OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING JUNE 28, 2006 cnrisfopher R. M,e/lo C/cyton "I Morin r THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OF — ! ff .00 PLS 31317 PE 30969 F 14089 /l SAID NOTICE. REVISIONS I - - - — ------ -- - ----- 1. JUNE 11, 2007 J. OCTOBER 26 2007 DATE CITY CLERK ; 2. AUGUST 20, 2007 SHEET 12 OF 13 ' I I j i I I TYPICAL CROSS SECTION DETAIL — CONSTRUCTION ENTRANCE STORM DRAIN SANITARY SEWERW no scale PROPOSED ROADWAYS TRENCH SECTION TRENCH SECTION no scale PLAN no scale no scale 40' LAYOUT 'j 40' UNPAVED PAVED UNPAVED 5' 3' 24' V 5' PAVED SIDEWALK GRASS PLOT GRASS PLOT SIDEWALK a 4" LOAM & SEED 4" LOAM & SEED 1-1/2" To 3" J TYPE 1-1 M Pitch 3/8 p ft 4 BIT. CONC. PAVEMENT, Stone LIMIT OF TRENCH LAID IN TWO COURSES: 2 1/2" BINDER, COMPACTED COMPACTED EXCAVATION - Bit. Conc. Walk AND 1 1/2" FINISH BACKFILL BACKFILL PROVIDE SHEETING 3 Type I in LIMIT OF TRENCHAND SHORING AS two courses Pitch 3/8 per foot Pitch 1/2 " per, ft. EXCAVATION - 6" I 1' REQUIRED BY PROVIDE SHEETING LOCAL CONDITIONS. SECTION 6" AND SHORING AS (ROCK) (EARTH REQUIRED BY 1 LOCAL CONDITIONS. 12 .; Gravel 6" LOAM Tg" (ROCK) (EARTH . I I � ] pmw & SEED ppD 'FOUndation _ / DRAIN D D p Subgrade 1 Stone To 3 JEWER ° p OD + 6" ° oD °o° OD/2 D p ppD 12" Gravel Base - No Stone Over 3" Dimension D pD pD° D° p °� DDDDp 000 9" (6" IN LEDGE) p D D D D 4$ p p ° D D D D D p p D4$ 9" (6" IN LEDGE) TELEPHONE, ELECTRIC , FIRE ALARM 1" CRUSHED AND CABLE (2 -6 ) MIN. COVER) CATCH BASIN FILTER DETAIL Approved Subgrade A STONE 1" CRUSHED STONE no scale 10' MINIMUM OD + 2' OR 3' MIN. STORM DRAIN OD +- 18" OR 3' MIN. 3' Min. Cover 08" diam Water ,. WATER MAIN 8 diam. Gravity SewerO 5' Min. Cover HAYBALE or SCH 40 Pressure Sewer o ° TRENCH SECTION TYPICAL LOT O O no scale UTILITY SERVICE CONNEC11ONS cw �4DETAIL Not to Scale EROSION CONTROL SILT FENCE UNPAVED PAVED DETAIL 2"x2"x4'-6" WOODEN POSTS _ C pp� 8"TCO NC. BLOCK AT 8' O.C. (MAX) P / FIRE HYDRANT TEMPORARY STEEL PLATE �Z�44 ( ) 4" LOAM & SEED Q DWELLING Ino scale4�p MIRAFI No. 100 SEDIMENT G v�gvv CONTROL FABRIC HAY BALES LIMIT OF TRENCH COMPACTED EXCAVATION - o DARLING B 62 B FLOW DIRECTION BACKFILL PROVIDE SHEETING w 10 MIN. " AND SHORING AS d GRINDER Y HAYBALE 6 1, DUKE EXISTING GROUND �_ REQUIRED BY � PUMP TEMPORARY ) (EARTH LOCAL CONDITIONS. � I //-- Pumper Connection to Face Roadway STEEL PLATE •� (ROCK) 1 3/4" STONE CURB STOP J '4 SIDEWALK S yr •I'-6" MIN. S(D OD + 6" — +i t CATCH BASIN I I II 1 1/4" FORCE SEWER 1" WATER SERVICE WATER MAIN 9" (6" IN LEDGE) SERVICE ! = I I II 77 - I I II SELECT BACKFILL -- - FS UNDISTURBED SUBGRADE NO STONE > 3" 1 ROADWAY Standard C.I. Roads Box'and Cover – W DETAIL OD •+ 18" OR 3' MIN. SLOPED GRANITE CURB FINAL PROPOSED SERVICE LOCATIONS FOR EACH L(OT SHALL BE SHOWN N.T.S. GENERAL CONSTRUCTION NOTES ON THE BUILDING PERMIT PLAN FOR THE PARTICULAR LOT. 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYIN S DETAIL 0 8" X 6" AND DETERMINING THE LOCATION, SIZE AND ELEVATION OF ALL EXISTING UTILITIES, SHOWN OR NOT SHOWN ON MANHOLE L.D.I. TEE THESE PLANS, PRIOR TO ANY CONSTRUCTION. THE r10 3CC]Ie 24" DIAM. MANHOLE FRAME AND COVER Z " CONCRETE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY SALEM, MA. STANDARD, STAMPED DRAIN 6 Gate Valve THRUST BLOCK UTILITIES FOUND INTERFERING WITH THE PROPOSED OR SEWER IN 3" CAST-IN LETTERS CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION BEFORE PROCEEDING WITH THE WORK. Full Mortar Bed 00 v 2) TRENCHES CUT INTO EXISTING PAVEMENT SHALL BE HEAT j ---� ori o 0 PATCHED. 2 to 5 Courses Leveling Brick 00 �d 3) ALL WATER MAINS SHALL BE CLASS 52 CEMENT LINED ( TIE RODS 8 INCH DIAMETER DUCTILE IRON PIPE. - - PRECAST CONCRETE CONE 4) ALL GRAVIITY SEWER MAINS SHALL BE 8" DIAMETER (nvr ms) e�''� " " SDR 35 PVC PIPE. PRESSURE S WERS SHALL BE 2" OR PRECAST CONCRETE WALL SECTION - ^ ' `" a Ala 7 i f 12 Square By 4 Thick Stone or Concrete Base 2 1 /2" SDR 21 PVC AS SHOW ONJPPROFILES. I ^ ^ naw � � 5) WATER AND SEWER SHALL BE CONSTRUCTED WITH A MIN- ( All Joints and Penetrations 'o DETAIL IMUh, HORIZONTAL SEPARATION OF 10 FEET. A M!NIMUM to be made fully Watertight) CONCRETE THRUST BLOCK VERTICAL SEPARATION OF 18 INCHES SHALL BE MAINTAINED VERTICAL GRANITE CURB WHERE WATER AND SEWER FACILITIES CROSS. 4' - 0" ._l— FORGED ALUMINUM ALLOY q P LE ST2.aND Wle� N.T.S. SAFETY TYPE MANHOLE -� EC7rvE SLEEVE 0 I DEFINITIVE SUBDIVISION PLAN 6) ALL STORM DRAINS SHALL BE CLASS III RCP STEP AT 12" O.C. .� ►;osE „ EXCEPT AS OTHERWISE NOTED HEREON. I ''�`"f A"^Twv 6axc:rcu >ac�'�'�� MATERIAL 2�z•.,� �- CHAPEL HILL VARIES 7 MINIMUM PITCH FROM CATCH BASINS TO DRAIN MANHOLES I STAKE r 00'7H`b44''' ki: .�,� / SHALL BE .005 FEET PER FOOT. }-'r / cW4 M? I 5" MIN ! ; � � INLET If' r I SALEM , MASSACHUSETTS 8) ELECTRIC, GAS, TELEPHONE AND CABLE SERVICE SHALL BE: INSTALLED BITUMINOUS I UNDERGROUND IN ACCORDANCE WITH THE UTILITY AGENCY PAVING HAVING JURISDICTION. STREET LIGHTS SHALL BE AS REOUIRED IBY OUTLET , r � DETAILS � � ooror�NATIONAL GRID. 9) STREET TREES OF 3 1/2" CALIPER SHALL BE PLANTED ALONG THE - :.. , , t0L,w7Z%V stat..• , taut ROADWAYS AS SHOWN ON SHEETS 5 AND 6. ti k 1/01sva 1/4 r AW� Prepared For Prepared By. FOR REGISTRY USE ONLY 5 MIN - .; r A#N Town & Country Homes Eastern Land Survey Assoc., Inc. -H _ GRANITE CURB 10) FIRE ALARM BOX INSTALLATION AND LOCATIONS) SHALL BE IN �$� o � PRECAST CONCRETE BASE i r I n,�P1� 532 Lowell Street Chrlstopher R. Mello P.L.S- ACCORDANCE WITH THE REQUIREMENTS OF THE SALEM, MASS. " , -d -� I Peabody, MA 01960 104 Lowell St, Peabody, Mass, 01960 FIRE DEPARTMENT 6 Crushed Stone vwt3 Foundation BRICK INVERT ---- (978) 531-8121 11) TRANSITIONS FROM THE PROPOSED ROADWAYS INTO DRIVEWAYS TYPICAL Tf?EE PLANT/NG j SHALL BE MADE USING RADIUS GRANITE CURBS. Nor ro scar -_ SCALE AS NOTED ` ;-•~� APPROVED UNDER(.THE SUBDIVISION CONTROL LAW I HEREBY CERTIFY THAT THIS PLAN CONFORMS I, CHERYL LAPOINTE, (CLERK OF THE CITY OF SALEM, MASS. !r .* I TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY �"''�`� ;� 0 1 INCHES 2 3 REGISTERS OF DEEDS OF THE COMMONWEALTH THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND DATE _-- OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING l �'� + JUNE 28, 2006 Christopher R. Mello Clayton A. Morin PLS 31317 PE 30969 THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OF — F 14089 SAID NOTICE. , ; ! `A . ..�✓, '" .�� REVISIONS l . JUNE 11 , 2007 3. OCTOBER 26, 2007 ` ': �� - CITY CLERK 2. AUGUST 20, 2007 SHEET 13 OF 13 E ~ DATE