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15,16 SCOTIA ST - PLANNING r � _ _ _ Decision 15 1 (P S(D}lk i i i v m CITY OF SALEM s PLANNING BOARD 20TANN' -8 AII: 15 � r r 11.0 i June 8,2010 C!TI CLrr;;. Decision- 15 and 16 Scotia Street Form C- Definitive Subdivision and Waiver from Frontage On April 15, 2010 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 BVS Corporation (hereinafter referred to as the "Applicant" and/or"Owner") to allow construction of the proposed Subdivision and associated roadways and utilities. The subdivision contains two (2) residential lots. The hearing was continued to May 6, 2010,May 20,2010 and June 3, 2010. At the regularly scheduled Planning Board meeting on June 3,2010 the public hearing was closed and the Board voted by a vote of nine (9) in favor(Chuck Puleo,Tim Kavanaugh, Tim Ready,John Moustakis, Randy Clarke,Christine Sullivan,Nadine Hanscom, Helen Sides,and Mark George) and none (0) opposed,to approve the Form GDefinitive Subdivision and Waiver from Frontage, subject to the conditions below. 1. Conformance with the Plan Work shall conform to the following: a. The set of plans containing sheets 1 through 4,titled, "Definitive Plan- # 15 &# 16 Scotia Street, Salem,Mass.," prepared by Hayes Engineering,Inc., 603 Salem Street, Wakefield,MA 01880,dated March 16, 2010. b. "Sketch Plan in Salem,Mass.,Showing Proposed Screening on Lot 1," prepared by Hayes Engineering, Inc., 603 Salem Street,Wakefield,MA 01880,dated May 27,2010. 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. The applicant must submit the following for the Planning Board's approval prior to endorsement of the plans: 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,if applicable. 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 South 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 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 0 'QEL: 978.745.9595 FAx: 978.740.0404 ♦ WWW.SALEM.COM The Subdivision shall be constructed in accordance with the requirements of the Subdivision Rules and Regulations and any other applicable regulations as affected bythis decision. 5. Waivers In approving the Plans,the Board is hereby granting the following waivers of the Subdivision Rules and Regulations: a. Certified statement of encumbrances: applicant has instead submitted recorded copies of the quitclaim deeds. The Board waives this requirement. b. Elevations: Instead of referring to City datum,plans show elevations to refer to NGVD 29 which is the datum used by FEMA. The Board waives this requirement. c. Environmental Impact Statement: applicant requests no statement be required,since the site already underwent extensive remediation to remove asbestos contamination. The Board waives this requirement. d. Roadway diameter. applicant requests a curb-face to curb-face roadway diameter of 50' (instead of 90'),due to the small size of the project. The Board waives this requirement. e. Waiver from Frontage: Required frontage in the Residential One-Family Zoning District is 100 feet;the subdivision plan proposes 73.99 feet of frontage for each of the two lots. The Planning Board waives the required frontage in order to allow construction of the subdivision as proposed. 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 (5) 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 run with the land, and shall state that such ways and services shown on the 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 2 The Owner shall either file a performance bond, a deposit of money or negotiable securities, or a tri-parry agreement in an amount determined by the Board to be sufficient to cover the cost of all or anyone 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 City 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 bythe 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-parry 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. S. Salem Conservation Commission a. All work shall comply with the requirements of the Salem Conservation Commission. b. The applicant shall receive all necessary approvals from the Salem Conservation Commission prior to commencement of anywork. 9. Office of the Building Commissioner All work shall comply with the requirements of the office of the Salem Building Commissioner as affected bythis decision. 10. Office of the City Engineer a. The applicant, his successors or assigns shall comply with all requirements of the CityEngineer. b. All existing drain and sewer pipes,that the development is proposed to be connected to,shall be inspected by the developer utilizing a closed circuit television camera to confirm they are of adequate condition to accept the proposed flows. Results of the inspection shall be provided to the City Engineer for approval, prior to issuance of a building permit. The developer shall be responsible to address any defects identified. c. Abutters shall be given 24 hours' notice of any shutdowns of their water and utility services,and/or interruptions to access to their homes, in accordance with the requirements of the City Engineer. d. Any water and/or sewer pipes, if disconnected during construction, are to be reconnected. 11.Fire Department All work shall comply with the requirements of the Salem Fire Department as affected by this decision. 3 12.Health Department All work shall comply with the general requirements of the Salem Health Department as affected by this decision. 13. Board of Health All requirements of the Board of Health shall be strictly adhered to,including the following conditions set forth in its decision of May 11, 2010: 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 copy of the Licensed Asbestos Inspector's Report must be sent to the Health Agent. d. A copy of the Demolition Notice sent to the DEP,Form BWPAO6, must be sent to the Health Agent. e. The developer shall give the Health Agent a copy of the 21E report. f. A radon remediation kit shall be installed and operational in each below grade dwelling unit. g. A radon test shall be conducted following installation and operation of the remediation kit. h. The developer shall adhere to a drainage plan as approved by the CityEngineer. i. 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. j. The developer shall maintain the area free from rodents throughout construction. k. The developer shall submit to the Health Agent a written plan for dust control and street sweeping which will occur during construction. 1. 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. m. The Fire Department must approve the plan regarding access for fire fighting. n. 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. o. The developer shall disclose in writing to the Health Agent the origin of any fill material needed for the project. p. The resultant establishment shall dispose of all waste materials resulting from its operation in an environmentally sound manner as described to the Board of health. q. The drainage system for this project must be reviewed and approved by the Northeast Mosquito Control and Wetlands Management District. r. The developer shall notify the Health Agent when the project is complete for final inspection and confirmation that above conditions have been met. 14. Pre-Construction Conference 4 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. 15. 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 Blasting and between the hours of 8:00 AM and 5:00 PM on weekdays and Saturdays. No work shall take place on Sundays or holidays. The Planning Board 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,jackhammering,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 rules, 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. 16. 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. 17. Construction 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 City 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. 5 d. The Owner shall clean construction vehicles before they exit the construction site, and clean and sweep all streets affected by their construction truck traffic as necessary. 18. Progress Reports Upon the request of the Planning Board,the owner shall submit reports of the progress of the subdivision's completion. 19. Clerk of the Works 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. 20. Utilities Anyutilityinstallation forhousing lots shall be reviewed and approved bythe CityEngineer prior to the issuance of a Building Permit. All utilities shall be installed underground. 21. Special Conditions: a. Sloped granite curbing is to be installed around the cul-de-sac. b. Bituminous asphalt berming is to be installed along the street edge in order to divert stormwater flow away from the property at 14 Scotia Street and into the existing catch basin. This change is to be shown on a revised plan,to be approved by the City Engineer prior to endorsement of the plans. c. Screening trees will be extended along the property line of 23 Surrunit Street; such change is to be incorporated into the revised plans prior to final endorsement of the plans. The fence will be removed upon the request of the owner of 23 Summit Street, and with said owner's written consent to remove the fence for the placement of the screening trees. A copy of this consent is to be provided to the Planning Department prior to planting. Proposed trees are warranted for twenty-four(24) months from the date of planting. 22. As-built Plans &Street Plans As-built plans and street plans, stamped by a Registered Professional Engineer, shall be submitted to the Department of Planning and CommunityDevelopment and Department of Public Services prior to the issuance of the final Certificate of Occupancy for the subdivision. 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. 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, as well as any subsequent requirements bythe CityEngineer. 23. 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 majority vote of the Planning Board. 6 I r 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 bearing the certification of the City Clerk that twenty(20) days have elapsed and no appeal has been filed or that if such appeal has been filed,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. n d Charles Puleo Chairman n CLERKS CERT/FICAT/ON ON THE PLAN DATE• CHa:Ryz A LAA1N-v CLERK Of THE C/TY OF SALEM, �-AN I� � BC)'��`�� 3 r DO HERE©Y CERT1FY THAT THE NOT/CE OF APPROVAL OF THIS PLAN A P P�9�•��E D y BY THE J 1-ANN/NG BiOARD HAS BEEN RECEIVED AND RECORDED AT THIS' 0/-FICC AND NO APPEAL WAS RE_C `VED DUR/NG THE TWf_NTY DAYS NEXT AFTER SUCH RECE/PT AND RECORDING OF SAID NOTICE SITE PLAN � t 19 r ., C/TY CLERK i� �a: I THAT r' HA 1/E CONFORVEO IVITH THE RULES AND REGULARONS OF THE REGISTERS OF DEEDS /i1/ PREPAP THUS PLAN. ROBERT A. CORMIER & DOROTHEA L. RENNICKS X25 SUMMIT ST. LAWRENCE R. OLCQTT --_--- rM< 70"33°12'�f1 = £. 62.'1 #23 SUMMIT ST. HA YES LANG/NEER/!VG INC, N71'17'30"E d • c? .� N7.4'20;Tj E rr 88,95 -- 1V71 22104"E {89.00 RECORD) 059 N71:22'14'F 17.3.66 k f r f RICHARD S� MC�QU�T LIN rr spiked a i irC.rj 0 �, • cF, Cfnrl� �a - - - - - - - - - - - - - - - - fn ' �tf f r f 1 7 R=30.00 L=73.99 �' ! APPROXIMATE EXISTING' HOUSE" s G `� �/J�T __ r� 62.50 aJ i • " 'A (Jt _ . r >a � I� E I P R I Y!`? E I �J �_ �✓ _ 0-141 19 04 r' ,, , i _ S70 33 12l 4 !-FAN KAO c?t SUZANNE KAQ 135.00 _ -- «� , #14 SCOTIA ST. i ROD I � LOQ" 111 ,043 S.F. C�'� i , r-- - - - ----- - -- - - - - - - - u I - N71'17'30"E 1 88.95 17R SPIKE N 71'17'30"E /R0N PIPE 4 F r i (Fl41D� HELD 89.00 RECORD FNU 89.93 KATHLEEN J. LEOSZ ; _ _I 9 SOUTH ST. i , -- L=8.96 _ __ _ _ __ ; R=10.00 N71'17'30"E 104.J40 p L=8.96 TIA �'° TO �. �,.ER Sl�EET • ._. - LAYOUT OF SCOTIA STREET AS R=10.00 N71.17'30"E (� Is %/7g Pri vat4 ' — 30 feet by/d!,) SHOWN ON PLANN 136 OF 1961 " 4=51'19 04 1 .25 (10 G JOSE R. ROBLES & KIMBERLY A.. ROBLESUP DANA DUHAIME LOT 2 '-- L=73.99 n` X11 SCOTIA ST. MARIANNE R. DUHAIME i'' R=30.00 M'r11 SOUTH ST- 1 10,x-02, S.F. A=141'19'04" R ZONING E APPROXIYATE EXISTING HOU.5I_` f _ _ _ _ _ _ _ -_ - _ -_ - - _ _ _ _ _ DIMENSIONAL REGULA I BONS �?EQUIREIr?,f�a8_B G�VED MAX. LI i `...f.JvLRAVL_ ..Y t�=..i.i v,s. I J�.1/a __. _--------------_-.__.-_-----.__-� MIN. DEPTH FRONT YARN E 15 ft � A/. 136S�'E 156.57 � P�iN. 'v�dlDTl SIDE YARD - _._.-._ 10 ft CARADANIA M. PACHECO 8-1 � - CA.NDELARIO VILLAMAN �41N. DEPTH REAR '({`iRD � 30 T: PLACENC(A MIN. HEIGHT BLDGS. 35 f` �27 ALBION ST. U{*1IT U1 't! NOTES: MAX. HEIGHT BL DGS. 2--1/2 stories CAROLINA M. PACHECO -_� JAMES P. RYAN MARY L SPEICHER I T'`( OFSALEM ---- MAX. HEIGHT FENCES - � 6 fit WANDALI PAULINO TEJADA #25 ALBION ST. SCOTT BOLDUC ' 1 SEE DECISION OF THE CI, ZONING - — ---__- +;2I ALBION ST. UNIT U2 X23 ALBION ST. } p X17 ALBION ST. BOARD OF APPEALS DATED SEPTEMBER 2z3, 200'`?. MIN, DISTANCE BETWEEN BL`G<S, 40 ft '` '. ' I ERMENEGILDON N. PACHE CQ ti4fNIMtJhS FRONTAGE j 1 QO ft KRIST! A. THIBAUL T 2} SEE ALSO DECISION OF THE f'!i Y OF SALEM t #27 ALBION ST. UNIT U3 I PLANNING BOARD DATED :)UNE 8, 2010. .......-.- . ..,.. MINIMUM LOT Ai?r�,�� . ,..,.,•,... ., . �.,•.,. .._.,,. ..,. , 15>0�?il :�.f. ,, ,.� 3} SEE ALSO PLANNING BOARD COVENANT RECORDED HEREWITH. 4 - - DENOTES STONE BOUND TO BE SET BY OWNER UNLESS OTHERWISE NOTED. /� t ._._: _ ._._.- '` ' [�t � - i� fa `-' . :' � ., • LOCUS Seal `et yc (/ S1 oj• ,f S JJJJ, 'Jawl �� _Q_8 E ,D l 1 'PETER J. // � ,• .�.i_ ._.s i `,'q i C ��."'t o D `.�,. �`ra C, 3 *i wl` (` _.._...xi_. OGREN p iNT, w I i ll_�"'-'� - qr p #33604v }' 2[1 rU' ;��}' Y .,/-%' .S''' —'ti r S iJ M A/i''"'Si• !T""_ .....EK._- —.— P ss Ll7 .. I._.-_._...._. .1 � f Q�' -•�.._....! � I ..' :' �` •'<<.��� d vszw. _ '.w.¢tecesmm+,t^.mm•.cmw. Design By: PJO a � �. _ " • N S(WA` Drown B PMB -� ET IW-- - _- EE y' TFC Checked By: PJb �i$ ❑ Project ect File: SAL-0068MASS. ql 1 � � rm.wewwamrm .n.saup++w._n•m,. a. m.v® .a- .«wc-rv¢cnwu,. a. k --------- "r � Comp. No: SAL49 I UV qi; I n= issued For Permit . /'� - -._.L a �p,,a>r r ae,R I'7• 774 .r �, i � � Owner/Applicant: �n ?S E' i V *C• F$tY.-i ;+v t '� a �u.+c<�'� ���,h' .� Engineering, Inc.. CO- Salem S «u ou , I Q :il a ❑Issued For Review V� P H-�e _ b 'i'" '� � � ? Corporation r. c � �--� n� 11 Nantucket Avenue r, 3 tree"t ,� rsu d For Bid Swampscott, MA (?1`��?7 �<~ 3 gg r ❑Is e p ` Nokefield, Plass. 01880 v r :c + i Ir Ia ftiJbl.IIaYE SL'Sl(�. OfT ?. 4 oa I 14� ` U 227' Issued For Construction I L e Curren Ownershlb Not For Construction Scat March 16, '0 __ 2 i� 333 BV J (i I30/C/1�Yo/7 K .< - -- - a f o r d F fv� q�0* A w� ; r' C 80ARD rc�. s 1 a "d. e�, � � aN M y Lots 3 & 4 on Plan 136 of 1961 , >z. �.. Final Pian F.IeCJ: Assessor' dice/ _ A 1 „ P 315 - I $ PLAN REFERENCES: Hearing Date: J89a 5 sa. -__-------- - ` 1) PLAN NO. 130 OF 1986, PREPARED BY ESSEX SURVEY SERVICE, INC. DATED 12/30/1985. 6 B ___---._____. _ ______•• yN IQ" Lots 5 & 6 on P/an 136 of 1961 -- -- i - "-� 2 PLAN BOOK 189 PLAN 35, PREPARED BY ESSEX SURVEY SERVICE, INC. DATED 6/25/1934. ) •_ r Ian APPr®veG: f � UAssessors Ma 15 Parce/ 0567 J o 3) PLAN NO. 136 OF 1961, PREPARED BY EDWIN BRUDZYNSKI, DATED 3/1961 (DEED REFERENCE) p � 4 a -1 o r 4 PLAN AND PROFILE BY EASTERN LAND SURVEY ASSOC, INC. JULY 17, 2003 3 \Ii %i- r' c r 1 ` - 5VICIN11Y MAP PLAN BOOK 163 PLAN 84 Deed Book 27563 Page 166 Recorded 2 �_ ----.-_-__ 1 at the Essex South gs ry of Deeds nnCommt J10 _J PLAN BOOK 266 PLAN 28 J_/ .. A. � T 1 z� 6) Reit 7/� 1 �r � Pla Ing Boord C SCALE: i =20 - �.- __. � tJc. Revision Date ' r.s. .w.a..mW., ,,,.r..:,._..i,w.::.e.w.G..- .. ,.N.r..,,.•., «..wpm. .w.=.:.=•au•.,r,amw,.Pa,...,.o..wn .,.,.w.wc.,.xo..>. F,: ,-.v....nw: a..; s,«..c..9.RrR...-ssrs..sm---w,.-..wF -n,,. .ak.., _ - .. - __ _ _7 ..... ROBERT A. CORMIER & ' > •H. .,^"E °'ap^, DOROTHEA L. IRENNICKS ; X25 SUMMIT 5T. = LAWRENCE R. OLCOTT '" ; #23 SUMMIT ST. �F O n U 1 ., .t''�7�•PS`flrif ra:�,AI/: ^ N7J20 0.0-2 " g ( ^ _iron as RICHARD A. COUGHLIN a " r 2 H _ _. _ 0.59 (End) W ,#29 SUMMIT ST. \ ,� � 1 2 H rj(fn r- - - - - -- - -- - - - _ _ _ _ - - I r �•", � yam, PROPOSED (17) DAR; /AMERICAN ARBORVITAE ��rO N A ?,'-'IC' HEIGHT n t .4PPt��x/ � Ex/Sn,�'G HOU.�'F t 1 SPACED 10 O.C. (TYP.) o , I-FAN KAi;O & SUZANNE KAO PRIVATE __ PUBLIC �� t -- - 45.99 `�� \ i X144 SCOT'A ST. �Q _ i;l✓3�t' t.--. - - -`".ars- tJ3 t ; EXIST. CB 3 EXIST. DMH#4 J�� g�� I t ( RIM=84.74 RIM=84.49 3 t �,Qm L - - - - - - - - - - - - - - - - 12"RCP INV,=N.A. 12"RCP INV.=80.99 CB#3 t , 10"Cd INV.=81.14 CB#4 1 i ` E PROP. (8) CULTEC 330XL RECHARGER------,, r fo RR S /k"F 12"RCP OUT=80.79 OUT t } ; UNITS FOR ROOF RUNOFF ONLY `., 12,502 S.d �`� 6 sic o ! IRON PIPE 11.17 x30.00'x0.5' STONE BED ' t I TOP OF STONE=95.54 - --- - --= - g SMH#1 STA. 0+88 8'LT " KATHLEEN J. LEOS7_ ; ^� �� � TOP OF UNITS=95.Q4 � � €r3 � "._" 1 ; ,,,����s � E #9 SOUTH T. ! 1 RIM=96.25 Sco//14 STREET i a° , � L _ _. __ _ _ _ _ _.a ; 4" INVs IN=94,00 } �\ '�' y R 1 t BOTTOM OF UNITS=92.5 \ PROP. HYDT. 8"INV=91.58 OUT N f t PROP. 8" WATER --�-� BOTTOM OF STONE=92.0 �. & 6" GATE wj8"x6" / y _ - SMH #2 STA. 2+54 I INSTALL (2) ACCESS PORTS MINIMUM REDUCER �5RIM=87.00 j & N SS G° t 8"INV=80.88 IN/OUT h PROP. 8"__" O PROP. 8" - 1 4" PV END0.84 �� PVC SEWER PVC SEWER START OF PROPOSED Y - � ROADWAY IMPROVEMENT Kv EXIST. SMH#4 ��® RIM=84.63 i 56' 2�,U�E' p!`�'Rr-t I $"CI INV.=79.97 P IR' JOSE ,.. ROBILES & KIMBERLY A. ROBLES DANA J. DUHAIME & C�',�', S ii 11 SCOTIA ST. EXIST. CB#4 ; t , 8.6 9� r l C)cv MARIANNE R. DUHAIME CF, 7.0 RIM=84,50 t t X11 SOUTH ST. r, -�-----�---- � 10 CI INV.=81.45 s p��RFLOw ; O� r- LOT 2 rtrr, I t 11 ,872S.F. APPROXIMATE LOCATION OF-J ; APPROxl11carE EVIS51NG xorrSE EXISTING 6" WATER. CONNECT L ___ _ _--- - ---_ - _ - - - - � Ui END OF EXISTING 6" WATER °O TO NEW 8" CLDI WATER. .> , _ (LOCATION OF END OF EXIST. Y _.._ ------ _ ______ - 6 WATER UNKNOWN) CARADANiA M. PACHECO & ,-� . --"--� '' R � N � CANDELARIO VILLAMAN `_- � .S'��'���-. CLERK'S CERTIFICATION ONS THE PLAN PLA.CENCIA x#,'27 ALBION ST. UNIT U1 l.�H � DATE � _`l � 0��.___ CAROLINA M. PACHECO & I , JAMES P. RYAN MARY L. SPElCHER WANDALI PAULINO TEJADA G x{27 ALBION ST. UNIT U2 f�25 At_BlCN ST. X23 ALBION ST. SCOTT BOLDUC X17 ALBION ST. CLERK OF ;THE C/7Y Or SALF_IV, `s. ERMENEGILDON N. PACHECO ` j DO HEREBY CERTIFY THAT THE NOTICE OtF APPROVAL OF THIS PLAN fi & KRISTI A. THIBAULT f SK THE PLANNING SOARD HAS SEFN REC'EII,ED AND RECORDED AT #27 ALBION ST. UNIT U3 THIS OFFICE AND NO APPEAL WAS RECEIVED DURING THE 7YIEi1ITY �`' r �/ CORIDE A. PACHECO DAYa NEXT AFTER SUCH RECEIPT AND REC,ORDIA16 O� SAI_/ I�'O77CE jIC141 �'J55 Sf_C IOA � X27 ALBION MST.SUNIT 4 N07' .70 Sr,XLE i-- 1" TOP COURSE ; C/TY CLERK 2„ BINDER _ GRASS PLOT GRASS PLOT V a- --- 1/2" PER FT. 3f 8" PER F �_1/2" PER -I'. `b M 3/8 PER J41 am. ' SLOPED GRANITE --�� O CURB AT � G1�v? �b CUL-DE-SAC, L___.____ `d �� R 12" GRAVEL BASE oto' PROPOSED PLAN REFERENCES: BITU�„NIOUS CURB ELSEWHERE ,gam ii �/� CENTERLINE 1) PLAN NO. 130 OF 1986, PREPARED BY ESSEX SURVEY SERVICE, INC. DATED 12/30//1985. 2) PLAN BOOK 189 PLAN 35, PREPARED BY ESSEX SURVEY SERVICE, INC. DATED 6/251/1984. PROPOSED �� i 3) PLAN NO. 136 OF 1961 PREPARED BY EDWIN BRUDZYNSKI DATED 3/1961 (DEED DEFERENCE) g I1 1R _ � lVAT - - PI� Li 4) PLAN AND PROFILE BY EASTERN LAND SURVEY ASSOC, INC. JULY 17, 2003 ; 5) PLAN BOOK 163 PLAN 84 -1-- _.-_ 6) PLAN BOOK 266 PLAN 28 _ EXIST. RIGHT e ° o SIDELINE Q �� '�rrr�nt (3nrs r �Co II `'� tr a -m-- - DENOTES STONE BOUND TO BE SET BY OWNER EXIST. II II '9V5 Cor oration UNLESS OTHERWISE NOTED. `� \ 'z' •�' CENTERLINE Q N Z N � , j p EXIST. LEFT Lots >n '°a,� >:' �° SIDELINE II co- �' 4 s f 13� `o: {��'h', I � R�► �..: c� Asses or s Ma 5 Parce .3.. CF 8 pV V) OF yAs y 4 k NOTES c S,9 s� '� - - _ �, �: ti , o s9yG yR r � � ^ LQC.s 5 � 6 on P/an 1.36 0,'` l�'G1 • 2 �Er�.� Assessor's Map 15, Parr-el 0567 � � EH m - - � - CIVIL ' "t FOUNDATION PERIMETER RAINS SHA INSTALLED INACCORDANCE WITH 780 MR 5405 (THF � � � � No.21t45 �. D LL BEC _ �, g � c� Deed Soak 27, 63 Pae 7.56 Recorded F MASSACHUSETTS STATE BUILDING CODE) � `� r;,s, at the Essex Sauth Regist, of Deeds s�oua_ '�'� 2) ROOF DOWNSPOUTS SMALL BE EQUIPPED WITH OVERI�LOW PIPES AT ALL FOUR CORNERS OF THE PROPOSED HOUSES SET AT ELEVATION 96.5, SEE DET/-NI' I o, 31 i � c �� �p t) T 92 LF 8" PVC S=1.09; _ � Desgn By: PJ PROPLE _,_ DECISION BY THE CI OF SALE ZONING BOAR._ OF APPEALS DATED SEPTEMBER 28, 2009. _ _ z _----------UST. 6 WATER _� Draavn By: PMO # 16 ��OT a Checked By: PJO '� ; 4i) THE TOTAL PROPOSED LENGTH OF SCOTIA STREET AS SHOWN FROM THE SIDELINE OF BUTLER ] Proect File: SAL-0068 STI RET IS 460 I SA �° ., MAI' k C START ROAD Ld J IMPROVEMENT Comp. No: SAL49 s I ALL ELEVATIONS SHOWN :ARE BASED ON NGVD 29. � , I }- �Issued For PermitNow CK Owner/Applicant Engineer 6) ALL MATERIALS USED FOR STREET CONSTRUCTION AND UTILITIES SHALL BE OF THE SAME GRADE �Issued For Review BVS Corporation Hayes Engineering, Inc. 11 Nantucket Avenue 603 Salem Street AND STANDARD AS THE CITY OF SALEM DEPARTMENT OF PUBLIC WORKS. � ❑Issued For Bid Swampscott, MA 01907 Wakefield, Mass. 01880 - ���609 /-`�"' -J issued For Construction www.hayeseng.com 7) SL:1= ALSO CITY OF SALE110 PLANNING BOARD DECISION DATED ,JUNE 8, 2010. ❑Not For Construction �; c� i� � � � '` °3 �, Scale: 1"=20' (Nor) & 4' (Vert) March 16, 2010 8) SLOPED GRANITE CURB TO BE USED AT CUL-DE-SAC. BITUMINOUS PAVEMENT AND/OR � co m `�- QZ aJ QJ �a g 1 SALEM BITUMINOUS BERM TO BE USED ELSEWHERE TO ENSURE THAT ROADWAY RUNOFF FOLLOWS °' �'� °' � °' °� � � cn � Application. Filed: i�ATEJ M=7O PL a NTNG raR17, pp 4 'U_1ITEIRLINE TO CATCH BASINS. FINAL PLACEMENT OF BITUMINOUS PAVEMENT TREATMENTS TO BE ----- COORDINATED �4`ITI 3 CITY ENGINEER PRIOR TO INSTALLATION. 0+90.84 0-I-75 0+5C' 0+25 0+0Q 8 Final Plan Filed: 9; S?:?C:ADE FENCE ALONG p PROPERTY LINE OF 23 SUMtv31_l STREET SHALL BE REMOVED BY �w (Dv 6 - Hearing Date: _.-__----.__---- R E-A:. DEVEL OPER UPON REQUEST OF THE OWNER OF 23 SUMMIT STREET, AND WITH SAID OWNER'S WRITTEN + � s - - r c o } % -"UF ST FR E ETs Plan Approved: _--_ ---- ----- y CONSENT TO REMOVE THE. FENCE FOR THE PLACEMENT OF THE SCREENING TREES. A COPY OF ,HI� 4 CONSENT IS TO BE PROVIDED TO THE PLANNING DEPARTMENT PRIOR TO PLANTING. DEVELOPER m ;HALL WARRANTY SAID SCREENING TREES FOR A PERIOD OF TWENT1-FOUR (24) MONTHS FROM THE 94.78 DENOTES PROPOSED CENTERLINE GRADE PROFILE SHEET 1 OF ? 95.8 DENOTES EXISTING CENTERLINE GRADE 2 _._. ______ _- HATE C)IT PLANTING. 1 Planning Board Comments 7/12/2010 OF . .". ..�� ,., ,� � Wim. . �u� t „o ��: . � ..�s.,- �. nn< a ,:,.,, ,..��_roMy a�..e� � x .t.•� ��a� � �> .«s � No. Revision Date 1 h{ - - 4 j ��� T '1 4' C,!f-RK S CERTIFICATION ON THE PLAN _. DA TE- ���t �Pa -rL- CLERK OF THE CITY OF SALEM, DO HEREBY CERT/,`Y THAT THE NOTICE OF APPROVAL OF TH15 PLAN BY T," .PLANNING BOARD HAS BECAI RECEIVED AND RECORDED AT TH/S OFFICE AND NO APPF4L WAS RECEIVED DURING THE 71r4E117-Y f� DAYS NF,YT AFTER SUCH RECEIPT AND F,C0)?D1NG OF SA/0 NOTICE. '7 V / CITY CLERK 0\� � ROBERT A. CO ENNI & i ? , DOROTHEA L. RENNICKS � } X7.5 SUMMIT 5T. LAWRENCE R. OLCOTT #23 SUMMIT ST. ,'ti • CRUSHED--STONE SY�JALE Q 1 I �� m � �+ 3'W (SEE DETAIL) { ' 3k 3 N7 ✓ 0 02 89.8 X C 7V7122 d�E , t /! 90.1 x91.3 .. -.`. soar -- LOAAA ff; SEED PROP. SILT - - - 0.59 {�> i iron rod RICHARD A. COUGHLIN LOAM &_ SEED --"'- w � _ ._. _ 2• ..,�, � >; 93.4 FENCE/HAYBALE �9" �� ------------ 94--�---� �cJ4 5._. s - - - - - - - - rr spike #29 SUR4BAlT ST. __ --'t e EARTH - - ..fa.�.. �.d � (fnd) 3 ! �fr1G) .> X94.5 r.-601 X94. - "'a1s�*��9� BERM ` - - - - - i a, y g-' e � ♦e'er` ash ""�, f i � Y. 'J 3.2 i, - .. X 93.1 90.0 922 C 95. 9 X 95.3 e -5�; -d, �; 93.7 APPf�OX/, 4T£ EA/STING NOUS£ i � � � � Z 9 � x s s 1 93.6 1 i I , 1 P R I VAT E -�---- P U B I I ]-FAN KAO & SUZANNE KAO 1 1 IX 93.5 i #14 SCOTIA ST. i IRON 93.E � e a RQp•' 2 e ,,,' F 56'` S \ a ; �a 1 s EXIST. CB#3 EXIST. DP�!H 4 Ru ( 08 p ® (F�g 0 \ ®� X 4.6 e a a X 93.2 i i RIM=84.74 RIM=84.4-9 X 9.4.2 t ASD) r a6 95.2 9c a a a „ -- - - - - - - - -1 �, aG G 1 --- * a _ _ _ _ _ _ _ _ 12 RCP INV.=N.A. 12 RCP INV.=-B( .99 CB#3 - -- - - - - - - 8 �' 9t`ao L- - _ _ - - - - 10"Ci INV.=81.1 4 C8#4 a -- -- - - - -- c - i r r '\ 9 X•-�34. r ' X 92.6 X 87 7 X 85.7 x 95.0 P ® g .9s.o ► a - 12 RC. CUT=80.79 OUT } i LOAA4 & SEED RR SAKE x 9 I IRON PIPE (f A129) HELD 94.6 /NO 1 i I KATHLEEN J. LEOSZ 1 -- �-- -�� 9�.9 � � 92.0 a8.7 x 87.s 86.11 1 i i �#9 SOUTH ST. 1 �" (93.81 91. X 85.3 85. t,_1 �± 3�.7 8 4.9 x,4.3 X-84.8 J 1 � 1 �' X 84.8 \ ,�».0 ; L - - - - -- -- {+ 1` X 93.7 X 94..7 95 7 X / ,_ X 95.7 -- --- -- -- - ---- -- - --- 5C 0 TIA i @X 95.5 _ ,`l� •4 � STREZ - - -- - -- - - - - - w - - - - - X 93.4 ` -�' /' G f ` X $4 ' LOAM & SEED ® x i X I 811.7 \X A6 n X9117 1 / X94.2 -- X91.2 + Rd F x 92.1 0 e g ae i >n x 85.0 X gi4.7 X 94.5 ),.84.F x ` L,A 4 R� SFF Ory `'`� END0.84�� - _, �� x RE 4 �� 95.9 7 -- --- --- - - -�- . x'•11.:; : 1 Cr 1 t 6a START OF PROPOSED x °4 x 848 -- ----_- -- e I w X r / ROADWAY IMPROVEMENT EXIST. SMH,((((4 -- X X3.5 �o X 93.0 95.1 'a,% � .4 _ 11 ' ` PROD. N %� 1 �. RIM=84.63 f x 949 56. OUSE 0�'FRF 8"CI INV.=19.97 1 1 TF`k�7' p,rAf LOIV g X 96.1 0 - -- --- -- - - - -� JOSE R. ROBLES 83r. KIMBERLY A. ROBLES s E DANA J. DUHAIME & 93.s� +� GF` S9 5 � 1 I f �+ #11 SCOTIA ST. EXIST. CB#=1_ -- -1 1 i RIM-84.50 X 95.9 , MARIANNE R. DUHAIME a �s3.1 C/= 11 SOUTH ST. 1 U 1 7a �€? X 96.6 m ecD` 1 s 10"Cl INV.=81 ,,'5 a vV�RFi CJ (rj X 96.5 �Y10) 1 i � d, 96.6 � ® I-' I o,`O APPROXIMATE EX/ST/NG H,, OUSE � X 94.6X 92.9 Q r 95.0 x Y.1 1111.8X. _ x �d CRUSHED-STONE X x 117.7 1 _9s.8X - �7 am,.s SWALE 3'W LOAM &SSEEp Xd9s"a r, 96 .5 ;96.3 -. - ---9 .. (SEE DETAIL) 1111.7 - PROP. SILT DOUBLE-RING INFILTROMET ER (DRI) TEST IN PROPOSED STORMW1iTf=R PeAAtvAGEMENT AREA --- 96 .�___.:---- 98�.e-__-. �_.-_�._._. LOAM & SED _ FENCE HAYBALE 11e.o a 99.1 99.6 DRI-1 PERFORMED AT ELEVATION 92.6'-x' CAP.ADANIA M. PACHECO & 100.0 CANDELARIO VILLAMAN `•- r> 'STONE' DESIGN INFILTRATION RATE=0.54 in/hr PLACENcIA r:`T,'rt7.• �v^ 1!1 L GROUNDWATER ENCOUNTERED AT ELEVATION 89,8'x. #27 ALBION ST. UNIT U1 q R ttl CAROLINA M. PACHECO &: JAMES P. RYAN MARY L. SPEICHER 3 WANDALI PAULINO TEJADA #25 ALBION ST. #23 ALBION ST. SCOTT BOLDUC -IFEST HOLE T1 #27 ALBION ST. UINIT U2 #17 ALBION ST. ERMENEGILDON N. PACHECO ! DEPTH FROM SOIL HORIZON SOIL TEXTURE (USDA) & KRISTI A. THIBAULT SURFACE (INCHES) #27 ALBION ST. UNIT U3 I t 0-84 C- (FILL) BRICK, WOOD, WIRE, TREE STUMPS, BOULDERS, ETC. i :f STANDING WATER IN !-TOLE DOWN 60"±; STOPPED EXCAVATION AT 84"; DID NOT REACH NATURAL MATERIAL -- DENOTES STONE BOUND TO BE SET BY OWNER TEST HOLO T2 UNLESS OTHERWISE NOTED. DEPTH FROM SOIL HORIZON SOIL TEXTURE (USDA) SURFACE (INCHES) PLAN REFERENCES: a �ZN OF 3 -- 1) -PLAN NO. 130 OF 1986, PREPARED BY ESSEX SURVEY SERVICE, INC. DATED 12/30/1985. �� s90 s. 2) PLAN BOOK 189 PLAN 35, PREPARED BY ESSEX SURVEY SERVICE, INC. DATED 6/25/1984. v� PET yc z 0- 22 C� FILL �GREN N 1 u3 3) PLAN NO. 136 OF 19161, PREPARED BY EDWIN BRUDZYNSKI, DATED 3/1961 (DEED REFERENCE) ME CIVIL 22-27 Aoh isl o 4) PLAN AND PROFILE B`Y EASTERN LAND SURVEY ASSOC, INC. JULY 17, 2003 v N0.27145 O G' , t 26 Btb SII LEGEND O .�6Q�t�//ATIQN.S' c� SY�IBO4S 5) PLAN BOOK 163 PLAN 84 F��siE �� - - P 0 1 t)' 200' 60 7- R 6) PLAN BOOK 266 PLAN 28 AL LIGHT POLE 7a PROPOSED SURFACE FLOW STANDING 'NATER 1N HOLE DOWN 36" UTILITY POLE POLYVINYL CHLORIDE PIPE PVC Design By: PJO TOPOGRAPHIC PLAN ;'> S r HOLE T HYDRANT Drawn Ey: PMB � �-� P1PE /N•VERT INV Checked By: PJO � ' COTIA STREET DEPTH E (INC - \ SOIL HORIZON SOIL TEXTURE (USDA) WATER GATE SOIL TEST LOCATION Project File: SAL-0068 SALEM, MASS. -SURFACE (iP��t�I-I>=5; _ .. SEWER MAiU1IOI_E Comp. No: SAL49 G-66 C^• FILE_ STONE WALL - Owner/Applicant Engineer G6_�c�- C r S/GN �Issued For Permit s� WA.rER .0/NE - ❑Issued For Review BVS Corporation Hayes Engineering, Inc. 11 Nantucket Avenue E03 Salem Street Issued Far Bid swam Wakefield, Mass. 0 '- , DRAIN MANHOLE r w4r',v.ha esen com e - STANDING WATER IN HOLE DOWN 66' � Ascott, MA Oi 907 � � 1880 PROPOSED WATER SERV'CE W : CATCH RA SIN t�urrent l�wne�shi;;a []Issued For Construction y g' PROPOSED SEWER SERVICE S - 1 ❑ Not For Construction "•v= JEST HOLE T4 EDGE OF PA IiEMENT EP Scale: 1"=20' March 16, 2010 DEPT!i FROM! SCE!_ HORIZON 5011_ TEXTURE (USDA) 6' CHA/N L/NK FENCE 6' CLF PROPOSED ROOF DRAIN RD gVS Corporat%on 10 ` -_ SALEM Application Filed: 9 1 NNING BO SURFACE (!INCHES) EX/ST/NG COQ/TOU.R CHAIN-LINK FENCE X - Lots 3 & 4 on P1arn 136 of 1961 8 Fina! Plan Filed: 1041 Assessor's Mop 15, J'arcel 315 7 ' 0-72 C FILE-- x 84.8 k EX/STING SPOT GRADE 9I STOCKADE FENCE 6 Hearing Dote: __�_ g �f l sl _. .. _.. _ Lots 5 & 6 on Placa 136 of 1961 5 --- --- --- PROPOSED CONTOUR ®-_- 100 ----- WIRE FENCE � M Plan Approved: STANDING WATER IN HOLE DOWN 7 ------- --- f 2" Assessors Mqp 15, Parce/ 0567 4 Y PROPOSED SPOT GRADE 10 2.7 3 i G'P O G�tA P k { �; ="T Deed Book 27563 Page 166 Recorded I_ E Gt the Essex South Re ist of Deeds Z g ry I Planning Board Comments 7/12/2010 AMOS r Nits o. Revision Date �� c, a t e l 6"SCH.40 PVC OR FINISH GRADE IN FROM NOTE DRY WELLS SHALL BE INSTALLED A MIN/MYY SDR-35 PVC PIPE ROOF GRAIN OF E3-FEET FROM THE LIMIT OF THE PROPOSED HOUSES F 24 FEED RISER TO GRADE 95%COMPACTED FILL RE CHARGER 330 XL HD -'� FINISH GRADE CONNECTOR 95% COMPACTED FILL 4 OZ. NON-WOVEN FILTER FABRIC HE, VY-DUTY CHAMBER f AROUND STONE '�:• �: -°�'l O✓ERF Obf� L Y SP LASH ROP ':a O D SE !� 1 .ry. C 0'° 22 .Ci ms BLO K 8 �;- GRA Dc'z: DE �:�' 0 40 - 6 mm ( l - -u- � V � IN 96. � •F: 5 ;i. w,4 hr r. ;z. [ 5 MIN. N. ✓ u � 8 U IN PAVED PAVED / sm , 30.5" [775 mm] I \/ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a o I' 0 0 0 0 0 0 0 0 0 o a ,0 0 0 0 0 0 0 0 0 o m o i- 0 o -11 o 0 0 o c' 0 0 '0 0 0 o j o o a o 0 0 o c a q l 6.0" [152 mm] 4 PVC 3 / } -----CULTEC SYSTEM I f / C / i /X �/� 1 12 0" [305 mrnj --- { 1-- 54.0" [14 73 mrr]- j 52.0" [1321 mm] TYPICAL CULTEC CHAMBER4 OZ. NON WOVEN FILTER FABRIC 6"INTERNAL COUPLING GENERAL'N'OTESALL RECHARGER 330 XL HD HEAVY DUTY UNITS ARE MARKED AROUND STONE RECHARGER 330 XL HD BY CULTEC, INC.OF BROO KFIELD, CT. STORAGE PROVIDED= 11.32 CF/FT PER DESIGN UNIT. WITH A COLOR STRIPE FORMED INTO THE PART ALONG THE REFER TO CULTEC. INC'S CURL'ENT RECOMMENDEDLENGTH OF THE CHAMBER. ALL RECHARGER 330 XL HD CHAMBERS MUST BE INSTALLED IN ¢ UJSTALL HAA GUIDELINES. ACCORDANCE WITH ALL APPLICABLE LOCAL,STATE AND CV Z TEC TYPICAL INSPE 'TION PORT (../,�' 1•I0 A VED MON TRAFfI-C USE RECFt/�RGEP.330 XL HC)HEAVY DUTY FOR TRAFFIC ANDinR FEDERAL RF_GUL/-tTiCJIdS. (,-,IAIPA / v tt t.a 1120 APPUCATION'S ._T. 1 Zn 7?01 7Y11D1 AZ R0(2F DRAIN � NOTE_ INSTALL INSPECTION PORTS AT THE BEGINNING AND END OF EACH ROv'�1 O''I= CHAMBERS. I..F`u� 1;—L JJCep f 1 s✓A K 17 ! -OR NOT TO S'C'ALE � F RECHARGE CNS NOT TO S(✓!%E r u AMrr'HOLE ,'VAVE & COVER --------.------.-- (i?S .S,F'iFG/F✓ED) "I ! ig"" -._ FfNISH ROAD GRADE i f� i- r OR GROUND SURFACE -- X47EP,77GHT F,T4A•!F AND COVER TO 9E USED wHEA✓ WATERnGHT I.YT•;Y I CONSTRUCTION /5' REOUIREO' 2 COURSES OF BR/CKS Y - & MORTAR ARE TO BE - PORT�?,� BF/J _ �-� ' USED FOR GRADE FIL Tr R FABR/C— 1 -_-I AD US ENTS ! Sys E HAY BALE ��� �-,I FRAME TO BE SET /Nrr I Op,M SOP f t I �* = J-�-- FULL BED OF ACRTAR -- --- I WALL OF MANHOLE P OPOSE� „mow , F/LL AfORTAR JICWVl�' ;yV51VC I ! ` I BRICK LINED I MYTH H"Z'RAULIC CEA EAT r SHAPED INVERT 11 PRECAST CONC. TRANS.nOhl 4,1/0/a-SHRMXING M.O?MR) (i \ f I�� SEC77ONS OR BARREL - - APPROX. -- - - --- ---- __ _ _ -- ---- - '� ` f-CAONS W/7H PRECAST _ k. 6" ` - i I Q GRADE TOP SLAB DESIGNED FOR Y-20 LOADING (MIN.) 4' G' ;- 4" OF 2" MINUS CRUSHED-STONE I FLOC" r - '!S4rERr✓GHTLi ,1 ✓PVT ?!A/V.%'AT 9 O SF . l_L � i_.. � { l I PRECAST RE/NFORCE7 CONCRETE �? 3 ( ! — SECPONS #71-HB/TUbf/NA.snC P WATERPROGF cDAnAaA A" i aF✓cl f FZEVARON SAME AS + CROW b' OF HICHEST PIPE tl MULTIPLES OF S f--8' M/N.(1/A/R/ESJ OR 6` LENGHT'- BR✓r, SHELF I F7ATE3LE 8 AND ►___- __��___ ��LOPE ,%' CRU. STONE SWAT E f OR 1,.�RI VEd�l/,�4. Y RU!!�(. Ff HAYR LE Z. VE LEX✓f3LE BOOT PL�4/V TYPICAL SECTION (2/2Two,��;aKFs LONGITUDINAL SLOPE TO BE �- - PRECAST CONC -RASE- --' - _ _ "" -- -----BR/CK OR CONCRETE F7Ll. CLOSE TO ZERO AS POSSIBLE WOOD POST- - NOT TO SCALE F/L TER FABR/C vvvvvvvv* 8'"l��iN.✓vvvavv f cvvvvcvly vvvvvvv r avevvvc'sv4 wvvvvvvv TYPE SCRIVISH APPROX. GRADE I _ -GRADE - 5 :G!✓N. SCREENER GRAI✓EL BASE � -�-- U1'n,S;U4"f3E0 E4R)W { OR /_FDC, SF-CTION A- 1 1/211f5WING COURSE 6. VV v = I I ILTER FABRIC UNDER /OR E16'A' , 7 d5L1c__ E1? YAAIHO -- �� APPRO�' GRADE 1 2"B/NOER COURSE ✓�'T � ' SGALF- � - t � NOTE: VALVES AND HYDRANTS TO a v� -777 -C ff!4I R AfA/N OPFN COCINTFR CLOr"KW.FF EMB v v v`12 GRAVEL BASE EDDED av vv - 6� COMPAC7F0 GR4VEL SECT/ON , •vvvvv v .• , IN CONC. v - BACKFILL 81TUMINOUS V GRA --- _ - a a°o PAVEWNT 8ASEE✓ { .• /, v v v v 1 ,// T: TI/ 1� e..; !Its & !IA YL �� ��T�IL. III-III vv ^ avv L ' L g - CLERKS CERTIFICATION ON THE PLAN NOT To SCALE -III=I vvvv Fav 11 I=I I I vvvv 12' 6R4IM51 84,7E - + + + + + + vvvv �A ---- — _ OATf L-2 OI b -.__ _ _ _ ;;III = _ -= +++++++++++ + + + + + + + \� l I .u.. . + + + + + + + + �.++++++++ ✓-rW&WT TG1 Li•''_ADJUSlTO ! I= —� I I—III-" ! 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NOT TO SCALE -I I ( / ��` FF + + + + + + + + � + + + + + D AL�IUSTABLE + + + + + + + \ _ _ _ ----_11-°—-jTj+t ——————- i -- 141-t VF_ ROJ' I I l III +. . . .. .++... .. + + + + + ' �( : .. CITY CLERK ..,... .,..H ..0 _ ..._ ._ v.n. 1 . - PROKOE 4 CUBIC 17 OF SCREENED' MI k \/ Design 3y: PJO � _ � . f I fl'w GRAt✓EEL' OR GRA!/EL BACKFILL TO AT — . ..'....- .......•... " r Drown By: PM$ #15 I 3---.... .. .. .... ......S ! LEA r /N. AEiJ�'f ORA.N HOLEa I =-- j��y1, 3/�» - SEWERIWATER MAIN Checked By: PJO i a r1 i BIT. CONC. CURB 6 -- CRUSHED ( .' \\ (S/ZEARfESJ Project File: SAL-0068SALEM, A � GATE ISA '... ; STONE _ r ! : _ / a Comp. No: SAL49 Owner/Applicant En sneer / �o ZIssued For Permitg' v_ T ` -)i I .:...:.._::...._. ::. \ -- Q issued For Review P Hoyes Engineering, Inc. BVS Corporation �_ j .. /\ \ \ /\ ' 11 Nantucket Avenue 603 Salem Street -` - --- --- + - / / QIssued For Bid Swampscott, MA 01907 Wakefield, Mass. 01880 a - _\ -a'.r� \ 11=III— ( FARTf+ Q www.hoyeseng.com I Issued For Construction EXCA 6!AT/OA s , ��r7i`' /" ► WEAR/NG COURSE ---60 --6�0 f �;c LEDGE Q Not For Construction Sola. 1"-As Shown March 16, 2010 I BlNOER COURSE EXCA1/AT/ON FLAT STONE OR :ONCRETF e 4 •._ Application Filed: -- 1 CONCRETE �fCK/NG AGAIN-FT V a w 10 SALEM ' ?fr C 9A'NEC770A1 UMDISTURBED MATERLAL g ;'s NN G SOAR[? 4 - :GRAIVEL BASE NOTE. USE R/NG-TITS PVC CRAVITY P/PE �t9ANUFACTURED BY J-be PIPE Final Plan Filed: ~ CO✓JC✓??E LACKING 4GiJ.^!cT - .. .+ • • — - ----- 8 OR EOU/VAI_EN,T WH/CH CONFORMS TO ASTM D-3212 lJrUi�'STL4?h'Fi1 A1.47rr�/A/.. - -- - 7 _-.----- - ---- 6 Hearing Date:rz� - - - - _- s �A'/. HYD 'ANT /'10 VA !I ��I� r.� ,f:� ,�-, � d5'EWSI? WA TZ-11? TI?F_NCH DETAk 4 Plan Approved: --- -- s RIV NOT TO 504 : NOT r_? SCALL NOT TO SCALE DETAIL ALDETAIL SHEET 1 OF 1 RE 57- 4✓NED JOWr HYL�:r'9-4Ov y rTE 1 Planning Board Comments 7/12/2010 No. R�a�s�:,;, Date � SHEET 4 OF 4 , OAl li5 k u so4 w��CO CITY OF SALEM PLANNING BOARD FILE # CITY CLERK, SALEM, MASS. October 23, 2012 Brian Sullivan BVS Corporation 11 Nantucket Avenue Swampscott,MA 01907 RE: Scotia Street Subdivision Release of Lots Dear Mr.Sullivan: The Salem Planning Board met on Thursday,September 11,2012 to discuss your request to for acceptance of a bond in the amount of$10,000 and for the release of the two lots in the Scotia Street Subdivision(Map 15, Lots 315 and 567). The Board decided by a vote of 9-0 (Chuck Puleo,John Moustakis,Tim Ready,George McCabe,Lewis Beilman,Mark George,Tim Kavanagh,Randy Clarke and Helen Sides in favor,none opposed) to accept the bond and to release both lots. The amount of the bond($10,000) was deemed sufficient bythe City Engineer to complete all remaining work. If you require further information, I can be reached in the Department of Planning&Community Development at(978) 619-5685. Sincerely, f - .�JiQ,i.�JC�f, Danielle McKnight Staff Planner Cc: Chet},1 LaPointe, City Clerk 120 W.4SHI,NGION Sn.ia-r, SALE%I NAS SA c i I u�r.r[s 01970 . Tri.: 975.745.9595 Fax 9721.740.0104 0 W W.aALF I.C Uhl c r 4 n D u fi Effective Date: July 26th, 2012 v r Western Surety Company u 6 LICENSE AND PERMIT BOND a a fi KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 61423002 R Q That we,Asphalt Services Inc. u r y of Woburn , State of Massachusetts , as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of Massachusetts as Surety, are held and firmly bound unto the City of Salem , State of Massachusetts , as Obligee, in the penal sum of Ten Thousand and 00/100 DOLLARS (510, 000.00 ), lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed Street Opening by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until July 26th 201s , unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S. Mail, to the Obligee and to the Principal at the address last known to the Surety, and at the expiration of thig4i g-oti` Aays from the mailing of said notice, this bond shall ipso facto terminate and the Surety sh ' l 'iaaeup „ lieved from any liability for any acts or omissions of the Principal subsequent to said dad` gam, � •� K;the number of years this bond shall continue in force, the number of claims made � af£nns is bo444Aa' the number of premiums which shall be payable or paid, the Surety's total limit of IFBM' y shall not b�Elaulative from year to year or period to period, and in no event shall the Surety's total li4ityac VIa ikexceed the amount set forth above. Any revision of the bond amount shall not be curnnuS'atiye. �`�.� (..�y$p 4 ;°dffi""'ssa+E4z 26th Jul 2012 Dated th>s day of y - a r u n u Asphalt Services Inc. fi Principal a G Y Principal ; C�pPQgAF, WESTE SURET COMPANY SEALyr — / r By G.�/` u Paul T.Bruflat,S&or Vice President v c Form 532-12-2011 u r rs u r ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA 1 ss (Corporate Officer) COUNTY OF MINNEHAHA I On this 26th day of July 2012 ,before me,the undersigned officer, personally appeared Paul T. Bruflat ,who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY, a corporation, and that he as such officer,being authorized so to do, executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such officer. IN WITNESS WHEREOF,I have hereunto set my hand and official seal. }bb4S444Sbb44444bb4444654} a S. PETRIK r i SQL NOTARY PUBLIC r S%01__ SOUTH DAKOTA p Wary Public—South Dakota '}4444454444444444466Sb4b} My Commission Expires August 11, 2016 ACKNOWLEDGMENT OF PRINCIPAL STATE OF as (Individual or Partners) COUNTYOF On this day of ,before me personally appeared known to me to be the individual_described in and who executed the foregoing instrument and acknowledged to me that—he— executed the same. My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL STATE OF (Corporate Officer) COUNTY OF ss On this day of ,before me personally appeared who acknowledged himself/herself to be the of , a corporation, and that he/she as such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such officer. My commission expires Notary Public C CZ � F U � o W Z A A o b N PA 6 iaoi � U a 0 M G. < 'd Western Surety Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That WESTERN SURETY COMPANY, a corporation organized and existing under the laws of the State of South Dakota, and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey, New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin, Wyoming, and the United States of America, does hereby make, constitute and appoint Paul T. Bruflat of Sioux Falls State of South Dakota , its regularly elected Senior Vice President as Attorney-in-Fact, with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as its act and deed,the following bond: One Street Opening City of Salem bond with bond number 61423002 for Asphalt Services Inc. as Principal in the penalty amount not to exceed: $ 10,000.00 Western Surety Company further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety Company duly adopted and now in force,to-wit: Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attomeys-in-Fact or agents who shall have authority to issue bonds, policies, or undertakings in the name of the Company. The corporateseal is not necessary for the validity of any bonds,policies,undertakings,Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its Senior Vice President with the corporate seal affixed this 26th day of July , 2012 ATTEST WESTE N URET COMPANY By r. L.Nelson,Assistant Secretary Paul T.BruflaC Senior Vice President ,9agxttttr¢ee:rrtrpr l STATE OF SOUTH DAKOTA 1 ss '�.° "R ,/ —° COUNTY OF MINNEHAHA I r e'4�erstp r��QY+��ea On this 26th day of July 2012 , before me, a Notary Public, personrally appeared Paul T. Bruflat and L. Nelson who, being by me duly sworn,acknowledged that they signed the above Power of Attorney as Senior Vice President and Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and acknowledged said instrument to be the voluntary act and deed of said Corporation. }4444b4444444444444444444} s D. KRELL s s ab NOTARY PUBLIC �� +' S SEAL SOUTH DAKOTA SEAL s +44444444444444444444444+ My Commission Expires November 30,2012 Notary Public Forth F1976-9-2006 ✓ 1. REku ' IED PLANNING BOARD SEP 15 2010 CITY OF SALEM,MASSACHUSETTS DEPT. OF FShP;t�ING COMMUNITY Dc!a.OPMENT DATE August 8,2010 SUBDIVISION NAME:Definitive Plan,#15 and#16 Scotia Street,Salem,MA COVENANT TO SECURE THE CONSTRUCTION OF WAYS AND THE INSTALLATION OF MUNICIPAL SERVICES I,Brian V.Sullivan of President of BVS Corporation,with an address of I1 Nantucket Avenue, Swampscott,Essex County,Massachusetts, having filed and submitted a definitive subdivision plan which has been approved by the Planning Board for the City of Salem,a municipal corporation located in Essex County,Massachusetts, said plan being titled:Definitive Plan,#15&#16 Scotia Street, Salem,Mass.,dated 3/16/10-7/12/10; Scale: 1"=20';Owner BVS Corporation,Engineer:Hayes Engineering, Inc.,which plan is to be recorded herewith,do hereby covenant and agree with the Planning Board of the City of Salem and its successors in office,pursuant to General Laws Chapter 41 Section 81-U,as amended,that: I. BVS Corporation is the owner of the above land as shown on a deed from Pamela Perullo dated 2/14/2008 and recorded in Essex South Registry of Deeds Book 27563 Page 166. There are no mortgages or encumbrances of record or otherwise other than shown on said Plan or as hereinafter specified. 2. This covenant shall run with the land and shall be binding upon the executors, administrators,heirs,assigns and successors in interest and grantees of the record owner and other successors in title to the premises as shown on said Plan. 3. The ways and services to serve any lot in said subdivision shall be installed and constructed within one(1)year of the date of approval of the Plan by the Planning Board in accordance with said Definitive Subdivision Plan and the plan and profile sheets designated as follows: (1) Definitive Plan&Profile,#15&#16 Scotia Street, Salem, Mass.,all of which are filed with the City of Salem Planning Board and which are herein incorporated by reference thereto;and said ways and services shall also be constructed in accordance with the Rules and Regulations of the Salem Planning Board before any lot on the aforesaid Plan may be built upon or conveyed other than by mortgage deed; provided,however,that a mortgagee who acquires title to the premises by mortgage foreclosure or otherwise and any succeeding owner of the premises or part thereof may sell any such lot subject to the limitation that no such lot shall be built upon until such ways and services have been provided to serve such lot,and provided further that nothing herein shall be deemed to prohibit a conveyance by a single deed,subject to such covenant, of either the entire premises shown on said subdivision plan or all off the lots shown on such plan that have not been previously released by the said Planning Board. 4. Reference to this covenant shall be endorsed upon said plan and this covenant shall be duly recorded at the Essex South District Registry of Deeds contemporaneously with the recording of the aforementioned Plan. 5. It is understood and agreed that lots within said subdivision shall be released respectively from the foregoing covenant upon the recording of an instrument of release of such lot executed by a majority of the members of said Planning Board,or by any person authorized and designated to execute such instrument on behalf of the Planning Board, and enumerating the specific lot or lots being released. 6. It is understood and agreed that lots within said subdivision shall be respectively released from the foregoing covenant upon the receipt by the Planning Board of a proper bond or deposit of money,negotiable securities,the assignment of a bankbook deposit,or suitable f third party agreement sufficient in the opinion of the Planning Board to secure performance of the construction of ways and the installation of municipal services required for lots in the subdivision shown on said Plan. It is understood and agreed that no security will be released,partially or fully,by the Planning Board until such time as the work required by the Planning Board is completed. 7. For valuable consideration,the receipt of which is hereby acknowledged,the said Brian V. Sullivan,President of BVS Corporation,does hereby give,grant,sell,transfer and deliver unto the said City of Salem and its successors and assigns forever,all water, sewer and drain pipes,conduits,manholes,culverts and their appurtenances that have been constructed or installed in said#15&#16 Scotia Street, Salem,MA and in Drain and Utility Easements so described on said Plan,and all other easements as shown on said Plan. The title to water pipes, sewer and drain pipes,conduits,manholes,culverts and their appurtenances,however,shall not pass until such times,if ever,as the Town shall establish #15&#16 Scotia Street, Salem,MA as a public way and said Brian V. Sullivan as President of BVS,hereby covenants with the City of Salem that the undersigned is the lawful owner of such property,that it is free from all encumbrances, and the undersigned has good right to sell and transfer such property as aforesaid and that the undersigned will warrant and defend the same against claims and demands of all persons. For title reference see Essex South Registry of Deeds,Book 27563 Page 166. IN WITNESS WHEREOF the undersigned,applicant as aforesaid does hereunto set his hand and seal this j�{ ✓�_day of fL?'rLm 6Cn ,20 /0 . _ Si lure� �L fure COMMONWEALTH OF MASSACHUSETTS ESSEX, SS. Then pers ally appear the above named �) \�. �� i e J as aforesaid and acknowledged the foregoing instrument to be his/her free act and deed,before me. QP�Lw—�z No blic J-q.yt 1 I My c mission expires X ,Y /� (Page 2 of 2)